HomeMy WebLinkAboutVAIL LIONSHEAD FILING 3 LOT 3 ANTLERS COMMON (2)I
I
Pago 1
Re.Ju€st*.1 Insprcr l{tlr: Tussdny, FeOtuary t2, i00;
Insp€itlon Area: GG
srte Addrass :
33lj tl8ll8liEtr Slud!*ot *o*Do's.
AIP,D Intoqrnaiqon
Acthfiv: EiOG0{r58 TvD€r MF BUlt.D Srr$ i'/r.'€ iqFAM Stflm: lSguED
Cmst Tyyr6: Occupancv: o0ol O'se ' fnsp fuw: GG
Parcel: 2101O72t'6mO
AD,olhont: CAS$ONBUIIDIIiGCoRP'ORATION Phoce. 3O3€9S150O
Reb?€E€ni: PAUL Phone- (3ol) 359-9580
Coirta6r: CASSOIIBUILD|NGCOnPORATPI.,I Plione: 3O$691'15Ot)
O*ner: A{TLERSCONDOASSOC Fhone: 94$5366
Dsctlpdon: 14 COllFo.9,? EHUS: LEvEt. GAIIAGEAD[4ltJiCOMiJOfi ARE
Cominant Plannlrru wllt sion olt on the TCO uron Buildino E€o€ftpenl spprovats le/12,?1 - GRUTHER
Comfipnt Ttrc oarfrlno aldo cc.lnflaurdrori of tlie prooosedmrftftrq sfuctr.ite hav€ b€en te$ilYed. - CDAVIS
COMTTNT: Ah!TLER$TCASSON BULD{NG HAS FfuLED'TO REPAVE THE 6KE PAIH TI{AT WAS DAIbiAGED IN
SFRh'G OF ?qN. IJPEAK WAS TO REPAIIR FATTI tsIJT \ftJEATI"IER I.{A:i PUT A DAIiPER Of'I Ti€
PLAN$. - LSAI,IDOVAL
Comment zutlDll.lc PERMIT FEss AND FLAN CXFCK FEES I{AVE BEEN AMU€ND€D P€R 6AFY GOODELL TIE
B.O. BP FEES HAVE BEEN CREDITED $2568.00 PC FEES HAVE BEEN CREDITED 5223620 CREOITB
t{AvE COilE FROin PREV|OTJSLY rSSt'ECr PERMTT$ OO(LOOOS & B.X}OO27, - CIiARLIE
Comment: lhave comDldrd n Fr€tlmin€rv tevi*r.v. Tlt€ folb|inq tt$r.6s must b,s sddre3sed. M|nor altarrflon$ to lhe
ortedor buildnc rnderials iE r6rouirc<l to comolv w[6 the l)RB approved sdt c.f drns. Ar$n|onal nolas rtd
bbsltno of the ilrfts ts rpqutred'to to vErlF., Ctr-{B/PEC con lFlon! ot apDrove l. Laslly, t3 toru€d b utl|h tlle
,S',il*l;kl ffi&ffrriOe taVntn ol spar os {nusl b,c amcnded io f ully compty wilh $€ mh}mum zonhg code
Reque3bd _lfi Ersc0jr{.si
Flequested Time: 08;00 AII- Phone: 3O$690-150t)
€nhredBy: DFLORES K
F.€ouested Tlrnel 08:00 AIS' Fhona: 303-6-9O.15(x1
Emsred8y: OFLORES K
lhmi 90 BLDS.Flnal
CA$$ON BUILD{I{G SORPORA TloNRcqugbr:
Commerd3:
A$rlgr€d To:
Actlon:
{oQ e.l
"ttP.fffcrtj /t(S ffa,4
In$ftr:tlon i{lstoay
It m. 5Cr2 Pw-Rotroh or'de '' Aoorowd '-
09/25Jhl- |nslcciol; Ls " Acton. APApPRovED
Comm€fi$: SOUTtl SlbE OF DRIVEWAY ENTRAT'JCE lcl UNffRGRO{-ID GARAGE. C0}.|CRE'IE PA I.
A$JD CURB A}.ID GUTTER TO BIKE PATH. CNLY.08 €V01 lnspactor': L.$ Actlon: APAPPROVED
Cofixt|er{r: AFFROVFD FROM AIXE PATH TO I''ILFT AAST, ONLY
)tern: 5O3 Plty.Flnal drlv€!'vq/ gtad. " AFpto\'td "
Run Id.: 1334
1
?mtb,,ua
--/'?' Acf,on:-lCo bril ru
Apff-,v-o #I r /NJsnaLLr\r'l.Vtn*, tftc
-'-.Frrf wfl.
02-12-2002 lnspecfion Regue*t Reooftlng
:7:19_am _ -., _yatl-,co-_T0t{l{H-cE-
REPTl31
,ijr
Ti:t6ra0T
7:12 am lnspec$onloguest Rsporths ------TrdT* ,uAtL, co " rQt{UlLoE_*j_
Rcgue$led lnrp€ct O!te: Tu_esdtti ltovember 20, 20Ol|lrsficti$n Areai GlGSIb AddrEsS; 680 TJONSHEAD PL VAL
060 uoilsHFAo pL AilTLERSCOf,|DO.S.
ArPnl|nlbnmflon
Acttvtv:
Cocd Tlpc:
Prird:
Amllcenl:
R6ne!on:
Cdtactor:frnat:
D6crb0ori:
Comineil
Conmqnt
ConEnnt
Comnaril:
HXI0068 lype: MF-BU[_o SubT)pe: MFAI Strtur: |SS|JEDlt'i'??.*(m Occrrpoity: 0d0i -- -"- ffso. kFpArE, Cd---
ffiOnaUUnOCORFORAjnOFI Phon€: 3o6.-sgo.,t56pffio"o* mi ffii#:i^?-Ug),srl EHtt6J LEVEL cARApE"lornvcorrmci'iAFE - '- ----ffiffiffi "Fl.tlrtls.-tS fi[)OtAL
zuE.DII'G PERilIT F-ESS A^E PL1N C'iE9K FEES I{AVE BEEry-4UE-tqq PER GARY WOEtt T}G9-9.1r?!e.Es_EA\/E eeeN cneonr6 l?_rsi-mH} Fi-E-s!!4!E EqEN CRED|TED E2236.20 CREOrrsIt3g ggF_IBg! pp:r/torrsry F$NED ptCrins Doo-o0da-dirii::df,ftits
a.a
CORFORATION Rcquerrd Tlme: 0f :00 ffiPtnne: 3{}3.6fl1't500
Ertur.d q^ DFLORES t(
ectfflfugTv
]onntLtTL (.*{nlsr o?rerqftlvlrc
codtPtE-TE
un[tET
UNrrs Ltbrtp fttutr
3 t-7
lrrt: 5ft!
CLl
,10nNrtr'* frfP0a;v+L ifuqrrW LwWA'e.E tanPnrt
riq'- ftLL 6qe n-t}
0-l*1* A-.-
- mzMl hrpq@l Lg -- -'-'-rsfron-r" fp-|irpp6r6g_q9!!$rrte: rFPrRovED FRfl B|KE PATH To'tm_eT E&i., ouilv.--ign: 5o3 Frvfi1g_dtrrwsvqrEd. -;-Aii;{dl';'-
- ruruuiot n|D.ctor; h '- ,l$rft: Ap ApPROVEDcorrnrrns: Fhit .ftn wilrr cason arum remci,i?A 6 19 din iAA oa grlrq|ry |lo|.dd br hca u|tt t 3i.t ffi wlul t CtI|t ad at r[a. CrrE$ tlo*-orEtebfu;iEiil-ei b.r I rffar tmk rta.r. r.r.--wwfnl Icrdwdatrb. crcssdopep.!taSty.xa.6 aX Unf rn6nf |ook-rtfF. rn&
ro *ogrqglldffio F tld'qmi:lEY ontv'
- s(ioilw lrrlp€ff _9q_ . Acdon. PAPARTIALAPPROVA!.co{nfrr.rst. F,AF lAt APPRWAI
o7to7r'o0 tnffcsr: co Ad{on: cocERTffFloirEoFocclJpAlrlc
REHT131 Run
)
o .za*_.*__*-_ - o
l\I
$g4vernurt t kf/pr.+
ltrnte -- kre'aoy
Flrquifbd Inrg|ct Drb:Arilcn d To:
lruD.c.idnTyD.:
fndrccdon Arir:Slbldrccs:
Effiffi*n tt|€fr 07,2(xrl
ELDG
GGtrGauu'&I,n/tf,kt.2lt5t
"/P
U
O4,
P4 ln/rL-N
m{Xl6B T}pe: UFA,ILD
Ooflrponly (xD1
2t0107206{m
CASSON BT'f, DS.IG CORPORATION
PAI.'L
6&} UOT{SHEAD PLVAIL
6gt uoflsHEAD R' AIIITLERSCOilIX}S.
SUUtt:
filpArE:
sslrEo
GG
Fhone: 303€{X}15fi}
Ptpne: (fl}3)359$89Ptun: XF€9$15fi)
Phona: g4trXFB
Et.f.Ofi,|G FERST FESS AID PU{V CrEcK FEES HAVE BEEN AlttrltDED PER C'ARY GOODELT T}C
B.O. BP FEES HAVE BEEf.I CREDITEO $2568.00 PC FEES HAI/E BEEN CRED{TED 12236'0 CREDITS
I'tA\rE COilE FROil FRErnOt Sry lsST ED FERtilTS D(xHr(xlE & B0t!0m7. - CF|AR[,E
B.O. BP FEES HA\G BEEf.I CREDITED $2568.00 PC FEES HAI/E BEEN CRED{TED
I'IA\G COilE FROil FREVTOI STy tSSrrED FERM|TS D(xHr(xlE & B0t!0m7. - CFIAI
I |Ivr comD|.btl r D0alr*sry rn lew. Tho lb{ot|ktg hal! m'd bc add|fl.t|. lffnorI |rwcoml|bdr Do.ftturv.mrbqfqEmfrrbbb|ib deuhad lo comDtv rvifi- lhc DRB aDfilovrd |1ll of Dfir. Ad.ffifid |r* tld
ub.d'to to vEdfy ffi&PEC con<fuoni of ap'p|oit|l. Lrdy,r| al[d b $l0l trff b}urrt otqft;.3 mtrt bc amcnttod b fufry oomplyvtilt th. nthf,nrn aonfn
rrvtew. The lb{o*ftio ha.n! m'd bc add|fl.t|. ftftor albfdona bt|
ruhd lo comDly rvil1-lhc DRB aDrilovrd rd of Dfir. A.l(ftnal |r* '|ditotovEffv ffi&PEC conduoni of ap'p|oit|l. Lrdy,r| ai|td b $l0l tr
iluut of sDirc.s mrrt b. rrn$dod b lbhy cofirofy YUilt rha mhsrrltl Soo|no cofi
t|acessoil
SPRSEItrAXN.A/PEA(Ptlfls.-Ls $rocnrt|.
f!||rhg for -2 Intl flrlh|frco oltlca
2 lbr.ilc cloc.t8 d -1 ||rBt1r|(lda|lto.da.la-l hd
ffirffi gl!(l wilr condtbn b crfighhfy t ctm atd HJr .| mcid &IdB oo bdl r5c d
ffi S'r*rr rr*r*uRE Ar rl* -2 ArrD € LEvE's
-FR$JMI FOR EXTERIOR SOFFTTS COifi^S!*'lG Fltr PROTECTIO}{ tf,.lES FROil l.EW
STRTJCTIfiE TC' OLI}
MAf.lTEt€E OFFrcE € LEI/EL-Str"vgLsTonffie
.3 LE\JEL CRANE EI.ICLOSI'IE
Tmuoory ollcs h pdflng grfrg..Prrl*r e p*e hvil,'mdlion'3od lrilrtltg.
ffiWdmft hvot,or$t itc.r mttsil b. iln ndod b
rttiltsnd{r-'-OE
F€auc.re{rn.o.coodc} n /?novna t1'//7H fl/pd+ Frt arur r bnna €/ap8f445t(2 Ta Tour 6Uan --r*K45t /?4y,2.a,.
fEor: t0 BLoo-Frfiilnq R€au€t dTlm.: 0E:00 Aff / ---tL(-
!l.!in|qr: gnSSOilBlJ[.DnEcoRPoRATtolt|,Plul Phonc: Ili]-j6&96DCooitu|r Bcrpur u[
Ardorr.lTo: CDAt/tS €nl,.d* LcAilPaELL K- Acdoo: Tlme Exo:hmcoiln tili: nfrnS[EigtEEL FR rdilG'l,"EgEI-2EEm{DilAINIE}.lcE OFFEE
hbq|htg of ih. Fbtr b rlqub.d'lo to lgnfy
LEVEL -3 lECllll$lL ROOi'tbtl CoilIt'dii: PARTNL FRATMF : APPR UP'PER PAITKIT.IG CR^NE AREA OiT.Y.
APPR FRAIflI,tO F(Xl $TONIAO€ I-I S/W CORI.IER LOI'VER PARKNC} AREA
APPR FRA'NCI L(III'ER ELEC METER ET.ICLOST'RE.
APPR FR^lfiNG II.ITO I'VATER VALVE ROCIM.
APPR FRAM|G LC'I\IER PARKNG STORAGE € AREAS).
APPN LOU,ER PAIIKSIG EAST STORAGE AREA. {NEED'TO FRAIT.E 4X6AREAATXACENT.
APPR FRATil|G ON ELECTRICAL SERI'ICE METER RY.
tamCoorttr|rlc;
knCofit|tn|*r:
n rD Conxm|ir:
btrConI|Enb:
IcmCocments;
bmConmenb:
Intlacdon Flktorv
lldn:hm:
fr.m:
6.\2 Pw-Roughgr.d. .Optbrj)
5(x} Pw-Fhaldn8f,rror..h fffiordtl0 BtDeFodEE/$*f (Od$ndl ftAoprancd "
O7ioilifi- higlsbr: CD - Acflon: PA PARTIAL APPROT/AL
Comm€rilr: PARTUT APPRCTV L
sr6tH: tfAlrAailt ll,:
CofiCTynE;
PaiGal:
ADDfcent
RdD.c6nl:
Cd5lcioc
O|'|c|:
DGcrb0on:l$[cr:
Co|rxrlent
Cottnnr|rt
Corrnr€fit
, GARACE"ADilhUCOII||I,|OT'I ARE
ot tlr umbcd ocrldno l8uctrrc lurre b*n r6.fvd. - GRUTTGR
G HAS FAI-ED TO REPAVE TIE 8[(E PATH T}TAT WAs DAT'ACED IN
\S TO REPAIR PATH BUT WEATFGR HAS ruT A DAFER OIII T}G
REgr131
,1"
Run Id: 442
ADDTL COrnF - | E D.d orld C6r4 U t 6s .och ttEY 3 D Do(b flu
fffltgffifor uill dgtld 2.5 rF E G Concclbns: b rih ax rc
o7liz{vq}Ccnm.|ll:
o?i?fJwCffin nb:
072400
Commfiti:
hlD.doc cD Arfoo: COCERTIFICATEOFOCCTPAI.|CY
IDDTL COitlS - todlo Da.t lt l D D.d[t il tEo tlft {l t C trd al nm. Fooffio }4.7 fr X O
Gaconrdon: !(ltgr||-rdDff nideti mrfrtbh o mhBnrrn of3dffirnce fiofli SIEGR^tr.Alo
m|.t nDtcat4 bbr rvtr t6 bsn {f, oohtrrlrds bodm 3bp b thd boatl.fr'lo.ctr CD ACThO; PAPARTnL,\PPROT,A-
PA?TUIL APPROVALhrorcbc cD Acio't: cocERTFtcATEOf OCCUP I€Y
ADTL COI$IS - on slb d I l:,{Ft?$5 crllod ifi. wlH cdl t twho no afffi hb On on db b
dflcr tla hrpaclor h6l b raquFad lo bc lnsD.dhdfiEf'm ltrD.cbr: CD Adon: DNDET{ED
Conxns$: EMED
lrD*bfi
ADDTLO
o?8e,00Coilnl|b:
07r?6/00Coilns$:{40#mCorrndr:al}rym
Comrantr:(pcvm
Co||ut rtr:
m€o/m
ComnanEl
0tr3$mComru8:
801/OO
Conrnrdr;
{lg/()t/OO
Comflr||l3:09{3tx}
Cgnfitanlr:{9t3,fl}Commrl3:t(}[li,m
Co,tutritb:t{v1$m
Cdnnt.|ltr;{ot{vm
Co0msrE:
OTlOTfn hrDecb; CD A.don: COCERTIFIC'ATEOFOCCIP I.ICYComililr: ADDTLCofff,lB- lstfliloleletrabrsh.dtrtids l columnoillCSx4c4tyt cofinm2cDlul,E
crtl b8 r 5,6 C5 t Dc cdufins Thsc b aconcafn h tha olStlbr llrdt rusf iifiidt t|rt coftcf*
doYsur wltlt f dttcun |o ohln du. b tfn .[no{.[|t of 3tsol h de$lsr and charanoc bdwst lhr
drd rdd thc c|.rr*rccs bdr€gl th3 ?onns }/t b +acod l|oyil/er ul.|e h not.nough d.rnnca.
Thr bdno aogtcv txord$hn sfiotdcl be hvoi,€d fo h.b Yril| |hb Fqre
Oil/lolm trordr:- dD - - Acdon: CoCERTIFICATEOFOCCIPAI.ICY
con r|.nt3l ADTL COtfitS' E ST WALL GRE Ut* .1.7 X eH C4 COLUUN GRE) LnC C.5 X a WALL
AM) COLUIihI GRID F.G: X 2
O7l100O hprcb|; CD Acdon: PAPARTIiALAFPRO{',AL
ltr *br: CD Acdott: PAPARTIALAPPRCVAL
PARTIAAPFROVALlrordor: CO Adlut: COCERIFrcATE OFOCCIJPAI{CY
ADDTL Col|fi|rs - foodm lrq.ftl FD x 2*{|rptcbr: GRC} Acdo{u PA PARTIAL IFPROIIA
AT}IORT}EAST CCIRI.IER
h|Facbc CD Ac$on: PA PARTIAL A'PRCVAL
noiurJ.hbyrdhllu
hcDecloc -CD - Ardon: COCERTFICATEOFOCCUPA!.ICY
ADDTT COrflS - 3tootn6 qltb3x 83.4 x A.6.2 r C8lrodc CD Arfon: CO CERTFEATE OF OCCI PAI{CY
hs$t: CD
PARTIALA'PROVAL
Acilon: PA PARTIAL ATtPROVAL
h|Docb.: CD Acfiofl: COCERnFEATE OFOCCIJPAIICY
ADDTL COIMF . FCIOThIG AT GR[) F 2 X 7.2 LlI# FOOTING AT GRID DS X 2.IADUIL COmF . FOOTh|G AT GR[) F 2 X 7 -2 Lll# FOOTING AT CRID D.8 I 2-J !+E i
FOOrilG PIDS AT 9RF e X 2 Ln\|E. F2 X 2 Lll.|E AhD E X 2 Att FOOTe.rc PADS ARE
L$83
cof€TRtJcTEDAE C2 PADS 16 X 16 18$
-2ndillftrt dmflfkl 6r
\l\
JRM
J3,Jilc.f4 FOOTE
JRH
t+r*r'\!-L:ffi
PART1ALAPPROI/A
Acdon: PAPARTI LAPPROVAL
PA \ril,\$\<
\S,u$ Lt\S\
llrm: 2OBLD&Fom(lt[orVSlrll loltbn$ "ADDrolr€d-Cftl0?,fr trDgtlor: CD Acdon: PAPARTIr{-AFPROI/AL
cornm.r$r: PAIITIILAPFRoVAL
IIISTALLED {2o) f6S EACH WAY AtL OT}IER COLlJMtlS APPI
RES|SPECTb.| DtE TO l3T SET OF COLUMI.IS t6\rE BEEN\\rt\ * {,i -;}vq!Fr"-h $ffifiEfdffiHffni3iF^"F#ft
ttl*S'" r\ \IQA.\r ffiffi,€**Co0mrilr: udf ll0.so-b
o7l1000 ltrilcbf; cD Acdon: PAPARTnLAFPf
i'\)"', r \rt,, ,''lWlilSififfi*E5ovAt Adbn: cocERrFrcAreeY \ \'. ;1.1 \\ta{comirrl* ffihF"ffi, -rRf#.ffiPrl.Jlfu.5f;.Effi,[b$
flfi/ld0n h*ordoc CD Alilon: @CERTIFIC.AIEOFOCC{PAT.ICY
Comnerss; ADbTL @tlHS - rho ln$D€cbd (21C2 colunnrs
O7l21m h$.dhr: CD "Acuon. COCERTIFICATEOFOCCTPAT'ICY
Co||ilr.nt}; ADDTL COilIS - ? COLUId{S ORID F.2 x 4 & G x 4 WALL SECTKIN G x 4.7 iIJST
COMPLEIE ASSEIfLY EYADOhfil cOtlT. TOP BARS Al,lO FORUS.
APPR0\,ED PTAZA LEVEL LIhES I' E THRU F LI}E$ (PIAIiITER)COAVIS .ACilON: APAFIFRO\GD
ffiO: PAPARTIALAPFROVAL
Acjon: PAPARTTALAPPRO/AL
.4e|dErD620f66reiert|S.mhfmmd3
REPT13J.
a
Rrn Id: 442
o
07ff/00
TRHU D.6 ltt/W WALL PARKII.F LEVEL
Request
A.don: COCERTFICAIE OF CX
EVATOR"AFPROI/ED €LEC CAH
:VELGARAGE
Arilon: PAPARTIALAPPRO/A
Acflon: PAPARTUL APPROVAL
Acfon' PA PARTIA| A:PROVAL
APPROVAL
Pagp 5
fi.. Colrmcnt!:
l'. r t'..1, t. t :;. tL: | .0?31100 ..i0f3l/o0 'fiEo.cbr JRU A.don: COCERTFICAIEOFOCCIJPAI.ICY
CO|rm'N!': ADbTL COM$S - STARS AID ELEVATORAFPROI/ED €LEC CAHNET BASE APPR I.OIE 5
APPRCh/AL
y'! ,;'t, 'i
5t.t.07/31/00 h|DccbG JRM
. CfiflrNlT. APPRC'I/ED 2 LFT ON
t Cslrn*rtt:rftiliwfl0glB0O-lmF.cbfrCoiln nti: WALGfi
---tEiifit 'dil*T;.--qt
ccinnftb:'|ftiliwfloglFm-hr.!.rlofi CDCoiln nti: WALLGRf,'I-2XD.-F
I/ERTSARE'SS
ADDTLCOIATS - ALSO D€SCI'SEDPOSIT TENSbNS
hISPECTOR. A REPORT AT.D PI-A}S WN-L FOIIfl\,hrodor: CD Acilon: PAPARTIALW18O0 hndor CD At{on: PA
Co|tmorils: lo'cofrmnr
G/2iy00
Conntrnb;
(n/:?gm
Comneilr:
sa8rm
Co0mrnbi
G}E?M
Co0m.nb:tottym
Coflrnailti:
Acdon: FAPARTI LA,FR(VAL
G/16/m hlDdbr: CO
,nmdilr: ADDTLCOnfiII
xlor: CO A.ilon: COCERTFFATEOFOCCITP I'ICY
,TL COiTMS - ltFRltl STAn W^LL 12X12 t 5S IVU'EST WALL DOIB-E ilAT tZXl2
tE18/00 ln$*br: CD Acdoo: COCERTIFIC TEOFOCCUPAIiICY
CONrMrdr: ADDTL CqfiS - ALI'O D€SCI.ISED POSIT TENSbN SYSTEM WM{ fiE SPE
coiln3|il3:
t2lo#m
Co|ilnflilr:
l2m6,mOoflnilE:
12lW00
Cofi rr.fib:
WM{fiESPECIAL
(n,:l3rm lrDcdor: cD
Coarman|s carlm|B
5r 4 & 5 6 msnd colunn$ (2 ct d.tsl 3 cA fihlD
Acilon: PAPARTULAPPROIT L
(n24m lmp.clo.: CD
Commsrt3; 3 Cl CL}|}IS 6CA CLMttlS
Acfron' PAPARTIAI AIPROVAI
lroodor: cD Aclbn: CO CERTFICAIE OF OCCT PAT{CY
ADbTL ccnlMs - lbo r.Lclod rE[ it qld f2 x72 DHr b c.nm |or ! tloubb tmr ild m]t |Iloh
r|ttt trillH Frciild€ prodcr *m s m*rs .pp(.'i.l br cftlrEp AtL CORIIER EARS llt ST EE
hFTALLEDrM*bC CD AfION: PA PARTIAI. APPRCh,AL
H*#giffi* Acron'A'PRAcPRovED --Rfffi{rfit$rAu'51{EcoRf{R ,'7l.r '? :,'r.r t' ' 1- , t / "!,^ ' '.1'. ii." :'/.,..h.o*ror: . CDA\rls Af{oo:. PAPARIIALAPERO/A
ZI\DUEYTELGRtrBEAilfiLINE j' : - rr',",i/i...
UYALL STEEL f.IORTH OF COURT LNE 1l0igm b.cbr: cdilrb Ac{ofl: PAPARIiTLAPFRoVALComrflE: So|Ilh€drsftilnoFI --.,2'lulgq, h|9s.: c.Cvb- A.fon: PAPAFTUI AIIPROVAL ./-; f '. /ConmrnF: *dh n[ nrr exbflm botLlho ,' ,, /,1.' r'l0E4m M.cbr: JRti Acrbn: PIP RTIALf\fSP€Cflof.f "- 'V; j
COMMslils: APFROI/ED PTTNTER WALLS ON PITAZT LEVEL 4.7 TTfrU 6: A}.ID C'-€ ARCH WAY ' 7
FEDEgTALSllnlroo [s.cbr: CDAVIS Acfotr: PIPARTIALI}{iF€CTION
Coorn€il{r: FLlA.q LEVEL FRAIIE AREA SL.AB AltlD GRADE BEAII. N$TALI DO{I'ELS BETUVEEN STIBAND BEAhIACCORDilC TO FIIN
'lml{'0 [ED'.clor: COAVIS f"{on: PIPARTIALhEPECTIOII
CoOTTE|ST: BE}ItrST.ABAT PT,ZALEVEL GRD C.D X 7
6tlo Pl.Al+I.CSLPhn (R.quhd]tt 8LDGFililno {mion l)l1/3(Vm-hlo.cbfi axrnlb Actbn: PAPARTIALATPROVAL
CoilrrEnB: fr*rtrc iof -z lerd mHnce olllcr
? ttodcN clo..b d -l l$il| .lt r6noe cbc€t d.1 lsdpdlh| rpeionl grttd urltrcon<ldon o coqletrty $cut€ tndlbfrn d md ltxb on bodt d.loAb6.h'ffldbEDfficfinllfi hro.clofi cDA\ltS Acilon: PAPARThtAFmo\r L
Cottmdilt: LIG*ITCAIJGE STEEL FRATIf\IG LEVEL.2 BEH}.ID MANTE}TCE OFFIC€
LEVET €}€Cll I{CAL ROOII
lilmcbr: CD Ardon: COCERTIFEATEOFOCCIFAIIICY
ADDTL Cot'lits - 2 coluwl3 grld c.q r.4 & 5!-rg{glqtqltl?Jl-fibl 3 cl dd
nstr:
lbm:
t- ccle GRCI
w.-.rrd g!0rgf,, $ael rtud Daro0on t!il.lmoecd f,RM Adlon:lmoec* f,RM Adlon: pl PARTIAI fr{SPEcTXt}l
PARTIAL FRATf,HG :APPR I,PPER PAII(INGCRAI.I€ AREAONLY,
AFPR fRAllhlc FOR STORAGE ht SntrCORl.ER LCXI/ER PARKNO AREA
APPR F:R ilnF LOVI,ER EI.EC i/ETER EI{CLOSIFE.
A}PR FRAIIbJG INTO U/ATER VALI/E ROOT'.
APPR F:R ilnF LOVI,ER EI.EC i/ETER EI{CLOSIFE.
AFPR FR Tih|G INTO U/ATER VALI/E ROOT'.
APPR FRAlfitlG LovlrER PARKIt\lCt STOR GE e AREAsi.
TOWER PARKhIG EAI}T STORAGE AREA TNEED IAPPR IOJYER PARKIIO EAI}T STORAG€ AREJq" INEED'TO FRATG 4)G ARE\ ATI'ICENT .
APPR FRAI|NGA{.| ELECTREAL SERVPE ilETER Ril.
lBD.do.r cdn b Acihn: PA PARTIAL APP{IOI/AL
FRIT||NG FOR EXTERUC,II WALL OF EXIT EhICLOSINE AT TTG .2 AhID € LEI/ET.S
+RAlrNG FOR EXTERIOR SOFFITS COl.tTAhSltlG FIRE FROTECTIO|'I LiltlES FROil iE1/y
STRTJCTURE TOOLO
REPTl31 Rln Id: 442
.3 LEVEL STORAAE€ IEI/EL CRANE ET'ICLOSURC
hspecilon uest
.2 LEI/EL
PagPT
Cot$nfl{r:
IAugfi hIDICbf: GRG AEilOft: PAPARTIALAPPRO/ALCofinila$ TomDofuv.ltlc€s in Fr*tm rr.o3.
TB/@,OI lltidOf,- GRG - ACdON: PAPARTI,ALAPPROI/A
Qqflnfi.nt|: Pti.p.ir a p||Er lafil, t .l hqf .fel fr.mlng.lSru 50 BlDc.fiflhtloo @oiomf]l2;Odfi) froccbc cdarrb A.ilon' PAPARTIAf,APPROVALCoilntI*r: EXTERK'R WATLS AT -3 LEVEL MECI{ANCAL ROOII
taoufrcorms:
lZ0.gm
Coflnails:
12r00!m
Co.rmdrlr:
'r ' i r':,
ATffi
ALSO
Acllon: PA PARTIAL ATPROVAL
E}{CLOS{RE , u)'
N COI.IPLETED AT{D APPRC{/ED IYIT}I N T}G
Ac{oN: PA PARTIAL APFRO/AL
Acloo: PAPARTTAL AFFROVAL
Ardon: C0 CERIIFIC'ATE OF OCCI PAI.ICY
,''.1!
1.,,' ' '
' ltylgoo@rfa
lglEtp
Cd|Inenb:
Itnxyoo
Commanbi
hm: m ELOGSffiDc*Na[ |o!donr0
1tt2!il00 lffigecbr: cdttib Acilofl: PAPARTIALAPPRO/A
Co|ltNdilr: PAIiTIAI APPORVAf AT T}G EX]T EI'ICIOSE AT'JD MAINTE}'ICE OFF|GE lST UIYER OF 2
I.A!€R ASSEftfi.gtYlilmcbr: CDAlllS Actton: PA PARTIAL APPROI/AgEbOIiIDIAYER AT TTE.2 LflEL EX]T E}.ICLOSI'RE
tflTSTCOUP|'-ETE ALL hITERIOR ASSEI|BLIES OJ(. To I.rSTALL BASE Ar\DSEOO|'D
T.AIGR
APPRO1GD UPPER BARACE STORAAE AR€AS COilIPLETEOi2fi)Em [uordor: c{hlilr ftilm: PAPARTIALAPPRC^/A
cd|fnnl0$: -Z LE\rEt AT THE CR|NE LOCATION(BTSE LAYER)
1207100
Coilm€nb:
12t08t{IJ
Cofitmenb:
oqioa/ol
Cofimerfl3:
70 BLDGrftc.
o?fi3ooCoilnrrilr:
o7l13p0Cffircnb:
tHl1/00
Cmrnerilr:ogttimcofirnillb:
hlmdr: J.tW Acflon: COCERnflC'ATEOFOCCIFAIICY
ADUfL COTfiS - A}D DRANq6E BOARD COIIPLETED, SOIJTTI, WEST, AM) I*'RTT{
WALLSltry.er: C_D
Actott: PA PARTUL APPROI/AL
D(nhrl3bnrhbh.Dedor: CD
ADDTLCOMI'S'ADDTL COMITS ' erovl(|r hlbr fnom SPEclAt IncD.ctor h L0rds b Do|t ffifl c|b|c md
nretrodr. Prov{da dpprovUtton SlfUCT. otg o{ftGotd kt ngqdb ctbrgc $tl|hhtl.meno(h F urfi{a appftn d fiom sTFlucI. 6 !
coortucilon ol r.!or cxl darnlion cha!r96 d
'
nfirdbctLnf trtl0thfirr
co,nrtucilon o(rrbd-uld dcnton ch€noc of,FodlnEbn csbLthD*TOI; GRG ArildN: NR 1.IOT READY FOR NSPECTIO}.I
CO}ITRACTOR RE SCTED{.T-I}.IGfirp..lor: CD
cof*t'aL bamh.p.dor: cD Acthn: COCERTFICATE OFOcct PAt{cY
ADDIL mi,ilts - zrxl Lsl grid.l-6xg{ tnFtt*t dcclrnoG trom FORiIS rrld.t d (Eb.t,hE cbr: ORG - AErfoo: AttmAtPROVED
EE|S&SrlBS...ltlDeclon GRG Aclhn: COCERTIHCAIEOFOCCI.IPAI{CY
ADDTL COTNTS . BEAI' AT N. END RUNNIT.IG VI'EST FROiI ELEVATOSUSTAF Tqi'ER AIID 2
SMAII TR!$reULAR SECTK)NS OF SLAB, I{II' CORTGRlfirD.dor: cdnb Aplhnr PApAnTnLAFPRovAt
FI.AZA TEVET POST TENSPN SI-AB Ali|I) STEEL
PROVIDE TETTER FROII SFECIAI. INSFTCTOR APPROVII.IG SI.AB, PROVfl)E IETTER FROI'
STRT',C €}TG OFALL CI{AtifriES TO STEEL AAID TEI.OOI.IS
In D.cbr; cdr\,ls Acllori: PA PARTIqL APPRCwAL
Cd$rdl bqnno{thCdehoDecu: CDAI4S tdon: APAPPRO\rED
EAST SITE WALTS AT FT.iTZA LEVEL
EI.AB STEEL AT TOVYER CRA}G O.2 TEVEL
WEATFIER PROTECTIOfI| REOUIHED
REEry131 Run Id: 442
03-07-2001 lnspectlon Requgpt Pago I
a
Itom: gi
bm: 53t]
Contm€nts:GRID CELhIG IN HSKEEPING.LAJNDRY,A}.ID MAil.{T OFFICE,APPFIOVED METAL
FRAiI${S IN CEfi-ING ORYER ROOMlatl4ifr lffip€ctor: CDAVIS Acdon: APAPPROVED
CoIWII€nE: SI.ICFT ENCLOSURE 2 HR ASSEiIBLY FOR EXFI,AUST H,rcT N STAIR ET.ICLOSURE
BLDGRnd
12t19tffi lrspp{o-r CRG
lpmgff eqrorgEncy [gh{ng st €Esi sflt b€slde tld siorag€.
ELOC'-T€mp. C/O '(Optbnal)
12t151fi lnrDaclor: GRG A,Son: CR CORRECIIO{\I REOUIRED
Co|tvr*r{r: Prifral for pa*lng gcrago. }.lot qutG recdy. Wlll r€check ofl ftlofi(h,t, 12118. Rre dopf, tho comlng
aRa($|h€d)'(Optbnal)
Comrfi€rG: Pr{aJ jor paddng gpraga.t tnct tof oan
bccir tlonday.hspeaor 'Gne Acdon: CR CORRECTIC$I REOUfrED
For TCO, garage only, innratt hlng€d hant r to pre,vent axfi fro{n uppcr pcddtll
hrklm o'rado al rxrdh ltrh enclosurr. lDrlEll ooor bilra€n €f'as & lvttel ICommc s: For TCO, garage onty, imratt hlng€d hant r to prevsnt axfi frofi uppcr parHqg garsst lorrtnl lq}tt
Darklno qtraqo al mlth tbh enclosurr, ln$Ell ooor bdra€n g6|Dga & \rEtel heas8gFuD!ry ataa,
irmpt&E'emErg€ncy [gh{ng st €Esi silt b€slde rld sioragp. dbbh TCO approral fron tlta drpd"
lbn: 531
ncm: 532
A&dnvlsa OK.-l?IzIIW Insoactol: 6RG AcOoN. PAPARTIALAFPROVAL
Comfilen$: Fof Derxlno oarao€, lauardry. bmDorarv oltkcs In aroq6 & firalntsnatlco ofilc{ o ly. Al m€onr of
eord* hcllt&s. 5o{h temriiarv .1 porfrunerrt. sr€-lo rdrnrln c}e.r rnd unobctrucl*l d iil tlmeE and
rdh*rad ltrc*mO doors *e toieftfuin in olace and sef-clodns and hlchng, ln e&llthn, fke
rprlnlder spbrn & tl'| sbrm s!6iem ar€ {o be fully llrncucntl dt all ilm€s unl€|s odrsrvls€ .Pptst d
Orr the nre tlsoortmnt
FIRE-TEilIP. C/O ' toDdonal)12i21im lm!€ctor: GRG Ac{on' pAPARTIALATPROVAL
Coom6nB: Pei Mtkc Varqhan lor p.rking gorrgo, bundry, timpffrrf ofilrs ln gnrtgp and molnbmncr ofllce
ofln -
PW.TEMP. C/O ' {Op{lona[} .' Appro.ed "12l{6/00 lnsocctor: Tt( ' Acdon: COND APpROVED/COilD{TIOI.|S
Cofimcr|ts: Thb TCO ts ior ttmporar/ |cco€s tnb lovilor pa*hg gsr6g€ only. Full TCO lnsp.clhn nil be
rcquhcd.
PLAI{-TEMP. CrO rodonat)
PLAIT.flNAL CJO (OritonaliFrRE-FIMLC/O {orldon l}
Ptlr-Fll,lAl C/O {Cli'donsttBtDC*Fh€lC/O iRlfufr.it
Item: 533
nem: 537ilrrn: 538bn: 539
llem: 510
REPTl31 Run fd: 442
/r
{
12-17-20{il lfi $Foctiofi fileque*t Reporting
V,A!L, f;Q..TOIJUF{,ftF
R*iu+riaFri {asFfct Ddte. fg.n.lny, l:€camber ': /. 2Uclt rpetti.n Area: (;$
Slte.flddre5s: 68C iJiifigriEAr: PL VAit.
6gc r-r$l..tshEno PL At'ir,-EF:i CCLDo.S.
Page 1
7:34 um
AlP.gil&Juc!g!
Acllvtiy
f-'ons! | ype
Parcal
Applhenl:
ReDresEnl:
C oirlraitor.Jt'ngl
.
fJ6$x ictio$
{:fi*irent:
C\]lnnigrrt-
Commor*.
Trrre; MF Bllllft
r.kcrrpairry: OOD1
BltJ,0(t58
;t1010?2(.$000
CASS'9N Bt,I.ftlfllG COPFt)eAT$i't
Pp.( it-cAslioll BU{-DrNc coRFoRATpr'J
AJ'JTLEHS CO}JOO ASSOC
CTJRPORATIO}I
Timr Erp;
Phr'r*: 3"1"i€gl1Sriq
Phono: i3o:i 3€s 3580
Phoru: 3O3'ESF150O
Flrcn6: 945€3EB
$tatu$:
lDsp Ard:
ISSUED
Gt3
?4 COllDOg.7 E H[,$.4 |,.E',JE t" GI\RAGf.,Al]lrilil { .OMMON ARE
F4a,r\r're lrdll SBrr, Of ofl if'e ICO rtp'rtr BuHcitnc .iipartrl.4ni Eppr4,f'Jls l?, l;:,tll . GPi-ITHEF
Tlrt D€fittu arfr cafillguratlon +f tt'rs r.rrp,xddt'arkir4 :r'-rclrile hEv€ k€€n l$solved - CDAVIS
AIJTLERS; C4$Sii}fiI BULSING HAS FAILED i O F€PAVE Ti"{g I}IKE PATH IHAT $,;f{S OAMAGED IN
spRtilis oF 20s$. Fr/pEAl( lqA$ Ta REPAIR p.ATfi uuT weA IHER i.t/\s, !;L'T A DAMPFR Olrl THE
PLAN$". LSANNOVAL
Conrm€nt zutl$li+$ PERtt|T FES3 A]Jn PLA|'J Ci{FCK FEES HA'\rE SEE}; AidMENDtP PtR 6AfiY rJ@DELL THE
B O BP FEES |l/{\G BTF-IJ CRFDfiED T,?668.'?{} PC FEEg I.IAVE B€qN CREHTEO 5?236.20 CRED{TS
l"iArr€ flOME FROiI pRf t/''OLl6LY !9SUEF PEFMITS DOtrmOB 6 8OS0027 " CHARLIE
C{Jrnrnsnl I hfiv€ c{imDtetffd 6 or€llrninary rB./lew. Ti€ fDllDwlnq 4}$res muil tj€ adof Bssee Mlnor Enerations !o tha
ert€fi,)i hufirtlna rnalsriol." k r6ct led t.' t.ornoru',.,.itf tJro tl$l8 aDnrlrv€cr $si.{ giefls Adon|onal hcrlG and
l€betinq of t1€;hllf b rarrurlrrt'b !o ysfi D'Fl.PEI carvllttoni 4f aFprorol i ortly, 6€ a{t'€9ri to lvlth Fl.
apphcit-nt. $e parklrlg Eara6nr
'€fy)(n
of sfEc€s n iJst be itrl€ndgtl t'" lully compiv trviiF, lh€ mhknum zonhg co'('E
rris,,rr;ernorxl.'. GEctREc - I
1sDI"t(V ..IBssircik"tiJilci!-io,rui 4tFd,L 6$cv1
Itemr *30 8lot3-Tcrnp. CrO Ftr,Jresalo Tlrrle; 0S:00 AH
Rsqu€stor" tAsSOilBL{LDlttOcOFpOR\llrltrl Piror16.3oJ^6go-i5tlo
AsslEnsd To: Ct)AVl$ - Cnter€d t)!': ADfiit'l '(- Acrica.- _._ ^ . 4, r'A ftmErp. __,#e,ffi Paih ry" do arftrr"ttr,{,,r,?,0:,^,
r*uifrSi a&{cffitftififfidtl.j.ltpcnrror,, n/ , '**"'"'*bii#I, 3ri]6.stL1soo
c?nrmants Jo€ r"{ru'tfAsso tlW NA Efisrorr f,+r: ALrifrN f(*'s$olfi, ":..t"n _ rrme Elp:\ /) - rim€'Erp: r-----'' -L*uN1ilJ6 lfi+fp*'rs
/lrfm: 532 PUlr.TEt4P. CrO
u€stor. cASSCnl FUll-D0.lG
H3. :'iYC--
Raq'-;qsted Time; i)8:0$ Ald' Phrre; 303-ti90-1bfl0
Entered lit' ADMll.! ls
-Uur
I .rsuxl. __ !/ \ _
r rtfGe*ancs fYtubr Ft Cc^uererEMT Nil 8" fPlt"'to
sub lrffi' riFAM
F€qrrsstx' C
LtSttD -oLl TlnS Sftzrrtt€m: f;f)? Ffd-R$Ugh grEoc '' Agprcrred ,'
REF|T].3J.Run Id: 'LL37
t
7:52am
ArPrD InfEf|o.ruon
Rcqu€Etrd Inrp€ctDrh:
hrFecfion Areas
Slb Addrrs3:
TU||:qqcrFlncF
RN'FRA ELECTRIC, IhIC.'
AIITLERSCOi€OASSCC
ELECTRIC L FOR AI\|TLERS NEW ADDfTlOftl
$ceOaf,
July 03, ?00t
680 UONSHEAD PI-VAIL
6S0UOiISHEADPL
&EL8C SINhlB:
hop Ara.:
ReuuorEd lnsorcfor{s t
lhm: 100 ELEC#lnrl
cdilifi:ii6'166*reno-tn-rru
oaffiJot Inroocrbr: -tPV
ilm.|&: BANQUET ROOHOf!I.Y-
Requoobd Tlme: 00:004il' Phonc: 97S94€l-6(E
Enhmdh DFrLORE$ r
Z.*'t{,uJ,;"
'.i
i,'
t'f
i
.Itlzilm ['3Dector: ir A.ilofi: ApmAFFROVED
Coomc|6: lpuc*aooho-lfnlrmhbflancar.a
oil'GilOl lrlDrcbd 50 Acilon: APAPFROVEDCcnnortrl r*lrbrgp.ol&(n(Pol lmo.d:'Lfo Adon: APPRAFPfiChGp@: UMTS417,{1_8,d20,421 {liiifivol) _Aclhfl: APPRAPFROVED
- Cormor&: E|NQ|,JET FOOti Ofr[.Y.:-
@J'}$TJl h|o.cror eo Arrion' AIPR APpRCI\IED
commedr: urltno3co 3fl 316
tBtzBDl lnrD.cbr xr Acilon: APPR APpROI/ED
Comm|r{.: unt 316.nd f,18 fiV 314 afdL:il7bbr rcrylred
Mll7lol hatador: oE Ac{o{l' APPR APFflCII/ED
CoEqE!_b: !ra[-c.[hg rqugn h nrs lo,boy
0&lAO1 fpeoctor:- Jgfintafil3: unfiBtrl 31? -&ilo{I: APPF APPRf,t/ED
!hm: 1$l
lt m: l{0
m/S#fi hcprdoc LF/ Acflon: APAPPflO\rED
COEMTd|!: ADD SUPPORTS SPLICE EOX t',T{T 4I4
ROUBH FOR TI.ESE TJMTS 41&II7.
0&'2S(H fr&.cbr: cda,b A.flon: l,lRt.|clTREADyFORftlSFEGTlOhl
Coflm.trb: drnlan crne{ed lnpec{on 829 utfl rEcMuL lnlp€cUoo "
EtEC4ondfrELEc..l.hg. '" A9grovod'-
(B,17/OO INrD€cbT: E6'. ACUoTI: AFPfiAPFFOiED
conmen|!: corifunundsoruond
, 824(n qlpfEefi _Ets , :. Ar0oo' AIIPRAFPRC'\GOCoflnt.|*i: flqPRO\,'EDl(y{Ofi} In p.dor: rg Ac{on: ApPRAPpROI/ED
( r/,;7
",17/t/a
Lt,V**-/ troatd ,o //
lmmctorll{|!eqv
Sam; { lO ELEc-Ta.rE. Fro.mr * AeD.ot r.l "tlfif$oo hrcroc tr Antron: APPRAPPFo\rED
Cornnelfs: $fuigtwct-.bm: t2O EtEC-Rouoh - "Ao!{svld*
_ 0&ll,{,U kr.plqbr EG ' A.don: AFPRAFPnOVED
I83tJ€D
E6stbrffi' l|coil
PlFnc: 970.9'l$140{,5' Phdrr: 916€3S
RtsHr.l31 tRrn Id:
,7.45
I?FDIF1 ?1 I?rrn Tr|. ?Ee
9*'*'to"
Reques{ed Inspect Date:
krsperjlftin Atea:
9lte Address:
EEesdaV,
January 30, af01
580 LIONSHEAO PL VAIL
680 LIOI{SHEAD PL
lvPlD lnformation
Aultvttv_ Et .Fu t.to Slstus.
Insp nrea:
tits(J e,L,
AI'Flicint: R
Contractor: R
OrVnet: A
Sub Typ€. tlcoM
Phon6: 97$9496095
Phone: 970-9496095
Phone: 94$5366
Dcscriprion:
-
Flaafl ractad l.!cnoalln'rrcl
a.
Reouested Tlme: 0l;00 Pl$' Phone: 418-31:4 -or- 477-1O72
ailel nale rrJ.
Entered By: LCAMPBELL K.
lNC./Darien
F";^/
Item: 1 10 ELEC-TemD. Power ' (Orlional) * ADoroved "
11rO9rO0 lnsooctor: eo Ac'tlon. APPR APPROVED
commems: s-witchocar ct -
Item: 120 ELEC-Rouoh - ior,tional) " ADDroved *
0e/11lCD lnsoector: EC Aciion: APPR^PPROVEO
Commeds: no 180 I'tnd In entfingn,o lnsoector: co Action: APPR APPROVEO
Comments: housekocping and maint.nance areaoli.tirijl lnsoector: -eo r Aclion: AP APPROVED
Corrrr-rerrt:: ski storatre arei !
llah. ,t?n El Er^ r^ari'ril - /n^}i^^al\
Item: 140 ELtrGMisc. (Oolional) * Aooroved *t
0A17nO Insoector: EG ' ' Action: APPR APPROVED. Commcnrts: conciuit underoruond'rL o8l24uo Insoector: Ec Action: APPR APFRoVED
Cotr-rrrient:. APFRCVED
1Cl10/!cC lnsoector: eo Action; APPR APPROVED
Comments: 3 rd lloof conlf'it in slah1020/t0 lnsooctor: co Action: Ap APPROVED
Commcnts: coduit 3rd {hoi
l'2ubiun lnso€clor: eo Actron APPR APPROVED
Comrr'reirti. hrliseheE'uino ieitinoUn?lA1 lnsoector: 1o ' Astion: APPR APPROVEO
Commentsr cDndo 'Jnits31 { throuqh 318 conduit in floor
Item: 190 ELEC-Final (Reoulred)- * ADDroved'*1?15rc0 lnsocctor: co Action; APPR APPROVED
Comments: parkrng garage--excpt staircas€
\_ +r r..- 3r
o
11-21..?001 inspectlon Rquest Repcrtlng
-__uAtL_co - Tay{t{ QF_ .
Rerflesbd lncpect Date; Vkednesday, Novernbcr 2{ , iu01
lnlp€ctlofi Ar€o: GFiGgltF AdrtrEss: 6f0 UOf{SHEAD pL VAIL
680 UONSHEAD PL
Page i7
7:09 am
ArPrD tnioftlauoI
Acfivtv:
Consl 'fvne:
Fcicet:
Oiln€c
Contrador:
Appllranl:
Oeschpti,on :
C{rfim€nt:
C,ornmsnt:
rfi)1-003? Tvbo: SHECH
oclupai*y:
11010720&m
AI'f TLE RS COf\rDO &Ssr OC
ROD IIALL COiltPANY
ROTI HALL CON'PAffY
Phon€: 94S5366
Fl'anc: 3O$777-71r0OPh}nc: 30&777.?70C
ToH h|m rrot dgned o,f. " LCAIiFBELL
Sr,rb T
I
I MFAM
:
yFs
JB€
SHrrs. lSgtJED
lmpArea: GFIG
Lirted qs ffep'|ac6c fo. ?G condon aod iobbr.
ConlreEfor cadr by to p|ck up psmit rr.ras otd I w"e r€dy
loutad to Gary Goodell 4 16,fl1 p.m. - TCAIIPBELL
Rrouested Inso€e$onl si
Item: 300 UECH+lnsl
Roques&rr: ROD l.lAll CO{4P${\'
Confilenfs: 3rd/4lttlloor unlis
Arsigned.To: GGOOB€LL
Attron
Aequnetect Time: 08:00 AIf
Phon6 30$777-7700
Entered By: DFLOfiES K
Tlme Exp:
UNrf 9t4 liPPPalW Ur-r,(f Q$
,u rr qt7
u,\rr( L{aDt qal
uilt{ Itl 30*o
trPnn.-
[em. :0O
uj,r
310
3ts
AF APPROVEU
tbm: 32O
llcm: 33t!
tlam: 34tllhm: 3-O
REBT131 Run Id: 1071
ArPtDlilbm|flon
A.th,fttt tfiD'0162
Corut Tn5:P*c.t 21ol07a)flm
Rrq|€stod Insgcct Drtr:' lnspedqrArcl:SlbAddrr$:
o...ryIffii
ilon(lry, Decembor zil, 2t!01
6&) LIQf'ISHEAD PLVAIL
I'EO UON5FIEAD PL
Sldur: ISSUEDInlpArla: €G
O*NU: A}IILERS
Phone:
Phon :
ASSOC
LOF(I'YS
L COOFGUI'T'
Appncrttt CLhIATE\ Ccit cloc CLII'ATEhctlp{lon: AI.ITLERS
lrulccton Hlsbft
||.m: AD MEcl"l-Routl1286'txt I
t[40NsTRrJCltON
9t$,94$me89769.623:A
R€qucrbd Tlme: 0E:00 All' Pl1on6: 970-94$2316
Emrudqfi DFTORES K
ryffn
laE6,txt Inipccbr: JRH
codmtgtlr: PARTWePpnC
€OC.ER TR'ST I{OT@ERATE t,l.lT[. lTE STATE BOfl.ER h}SPECTOR }IAS PRd/
APPRO/AL A}IDAl" BIGT'IT TERMII'IATION FOTTTS ARE AM$Sft,IiIOF? ABOVE
AllYTFilMlWlTHhl tO UMC SECS6.4
h&$TAtt FfiE STOP AT SI.IAFT WAIL
APPR PARTIAL FA}I
AREA. Tfr'STPRO\MEIllOecbr: CDAVIS AcIIon: AFCR APPRCn/EDrcORRECTIOI{ REOD
B \rEhtT At€ COinrcN VENT COI\SIECTORS AT BOILER ROOII FOR Bl AtlD &2 6O{.ERS
-FNOUDE RE\'I8ED DRAflIIhIGS FOR C|' T.IGES TO EOI-ER FLI'E A''ID \/ENT
Cofrtl€CTORS
€OC.ER TR'STI{OT@ERATE t,l.lT[. lTE STATE BOfl.ER h}SPECTOR}IAS PRd'ID€D
BllEt'lTtouMc
'AT gFU
A 2 F{OTN FTRE RESIST'\IE SEPARATPN BETII/EEN B IGNT AI.JD EXIT
AcdOnI AFCR APPROI,ED/CORRECTK,N READ
GARAGE HAS BEEN INSTALLED rcCORDhlG TO Ptllrlltp
o\
wte|oilq
[)o+e i ,,f',+ ]nwit;rlt
Acllon: Fl PARTIAL ll.lSPECTK,il
I.O{JSEKEEPIIIIG IAISIDRY DRYER DI.,CT.
,l ImUSEXEEPSiS.STARAOE.FTOUSEI(EEPEi OFFICE
f1?1300
Conunad3:
talr3'o0
Comrmnb:
Eubrlg: MFAU
PtFri.: s4$il66
REPTl31
m/06/01 htpadlor: cflYls Ac{on: PI PARTIAT II*gPECTPN
Run Id: 1168
"-**
',s.f!
AND RETI.RNi 3 SI,IOI(E/FIRE DAT'PERS ANP 1 F^l.I OOI-
ROO|I
IlOfrl Y AIID RETTJRI.{I otJCTS OiltY
iLS O.K. FOR CXJCTVUORK LOCATEDIIJITFf,}J PLENLNI
1F
AFPAUIS A TYFE I HCIOO AND DUCT SYSTEM IS REQTJIRED F€'YV
PLANS C,ALL FOR A'T VENT TO B€ |.JSED TO EXAIJGT TIE $YSTE
AIIOUi ED UNDER 97 t.iltlc SEC 507. TIIERE F tlOT EIIOIJGH hFO
hNSTALI-ATT]N PRIOR TO A}TY FURTITR II,ISPECTIOI.I
)N TYP€ OF IIOOO SYSTEII, IffTCFEN EQUP. ETC-. FRTN TO
I$TCFEN HOOD hISFECTIOiI{WPE 1"? OR TYPE 2?7} IT
D DTJCT SY8TEM IS REOTJIRED F€UI'EVER FELD 1PPPorygP
TO B€ |.JSED TO EXAIJET TT€ $YSTEM WTIICH fs
'IIOT:c 507. THERE F NOT Ei'lOlJGH hFO REGARDIIIG ltIS
hNSTALI-ATT]N PRIOR TO A}TY FURTITR II,ISPECTIOI.I
UrtD.cba cthvt3 Adlon: APCR APPRO\IEDCORRECTIO|II RE@
m*hlnhrf rorfEhfor unilr 1222a,i1431e,316317,318,3?0,P2,416,416,417,418,4im,121,
Oonsclons, Dricr dud* cncc.d 14 vrth morc lhon 2 cill3.0l. lilttst be comochd or p{ovlda $or
typs of €ft.ndn whlclr dcmorfatss €qud complbnc. to $€ gzulic
6ald micl|anlc€l tldc|l.n !o rll lLr ducb conricdng b ftH ducb.
Rclneoecfion r€quhrd.hocctol: c&ii3 A&tt: PAPARTITTLAPPRO\/AI
d.Et lonotr ftr r.Edb 522 rnd 622 aoo'rovrd'' r - unilB 521.5eO, l|rrt 4!cI vofit runi off 14 mrEl r.dFy tstu€s rnd prolrlda aDgqn
snal rcmldy ffofir cngh€cr
fs/?zt01
Codfler$s:
odt17tol
Corwn€rri3:
04t17n1
Coflrrr€nb:
06/2301
Comm6{s:
fi|t1&t1
eomtncns:
08f31,01
CoflmtrrtB:wD7fi1
ComnenE:
1lll6107
Corflnenb:
hp*lor: -c{yis .. _ - Aclkn: PA PARTIAL APPRT}VAL
ducl tor'|o tor lin€ls r@m md lobbv rDt ro,y€d .. ,\. t - -rrpraor:- eac Ac6on' APCR APPfi9XEDCOflRECStr}AIREOD
\/|rll.d. de.nqrrr .fid rccs,r h.tsh6 ln$dled lo{ drltt\ail drF h t nns3l4 3tS318. Cotnd
no{ find cl€enout or accss tor 315, wllkh h t€qu*eq -Calbdru\$it€'lflct}qq & hbiled hln.
l.
l3m: 31o (H30rOl
Conmonrb:
05/1610t
07t't7tol
Cmunsrb:o?/lgol
Co.nmoflb:
oo17ro1
Cornmersr:
0923,01
Cofirmcnti:ta31/ot
Commorfs:
Comm€nb:
tp/19fi}1
Cornrna0li:
E!21tO1
ComrDntr:t0/tt1fi
Conrnonb:
l(}ro.UO1
Coont.r*$:
tcv3{vo1
41F'417
118 ARTEST
hTgFbI: GRG ACThO: PAPANNALAPPRq,AL
WdIb122&222 EHt slonly. 10Op6lblb"
KrDirciOT: GRG -AC{on: PA PARTITL APPROVAL
Unfi 3E12 {EHl, ooly, h6l lln.3, lm pd hcr,frrclor: GRG Atflott: PA PARTIAL A2PROVAL
utt42O. lm pd.
lspretor: GRG Aclbn' PA PAttflAL APPROI/AL
Lhn 4at onlv. 10O Dcl t d-hcD.ctofi GRG . Actlon: PA PARTIAL APPROVAL
lJnlb 517 E 520 Golv, 100 pol tertr on tlot n€t.I lEat hldronh coppal t blng.
KEDECbN GRG ACflOn: PA FARTTAL APPRO{IALrhb 60t & 5a2 (rfir).518 {65il & 5a1 (r0or).
hsDccbr CDAUS A.tho: PAPART1ALAPPROVA
T.}IIT 519 }EAT LhJES TESTEDwlTH AF 9gT
IT|oD.CIoC GRG AdoN: PAPARIIALAPPfiOVAL
ttr|ir 601,6?2, 701 E ?22 onty, hd ll$.n. tm F| Fsi.
frrc}lohr: GftG - Action: PA p651gf'L APPROVAI
Unn 6At ot*v, lm pel. '
h8D€cbr: 6RG' Actim: PAPARTULAFPRO\IA-
t nl 515, 5or llofl confcr.ncc room E ,fih 6aor accoursru o{llce, hct lh.3, lm pel.
h.p.ctof: cdd,?r Acdonl PA PARTht APPRO,VA \
REPT131 Rtrn Id: 1168
12-24-2001
hn: 315 Pl,lrB-G.sPlDhE
O7n7n1 lmledr: GRG Acilon: NOi€T|F1EDOqffidits: Nhad b rtd bflnch lno In ldbhon celllno lor a.rbEftutoft h confuncd,ofl with hood srrdom. q( b
ute mhn slrra s0l rdnatn €cc.rJble rEove suspcrx|od c.iltngiulG. l.leu bo.ncfi dtud b€
Drfisurlhdd ll lntDechd.
0ilt77i07 hrprc-tor: GRG Ac{on' PAPARTIqLAPFROVAIrhnmentD: l.rnnD 1?? & ?2? tElil.rs) onlv. 56 D,rl hrils.
07/{9/01 hlp€cbr: GRG ' Ac{on' PAFARfq14ppp6141
Coorn€r*B: Un[ 3?2 GH|l) onv, 50 ptl l.3t.trrm: 3?O frffiCFl-E$ault l.boft * ApDrro\rbd "
CE'/D7O1 lnrolclor: gRG Acllon: FAPARfi,qLAPFfiOI/AL
Commonb: Unfr 6t9 onlv e$uult & drv.r ducb.
^ OgO7n1 l_ttspedor: -GRG Acllon: Pl pARTIAL INSPFCTQI{
Conmcnts: flrfu clrc.uLr gfaa!6 duci trorn rbov€ kilchcn h@d llrouffr floors &5 to ncar unddtlde of roof
dtck. UYlll sffi naed lo lnup*f cannecUon b gt€6€ hood &-Lmirffion .t bp. P€n t|ilonitlrolidl roch froor rrs b !b the caultd.
- 0ei{1iol-.htgiQt: ffi{ - !dan: cR coRRECTIoN REot IREP _.-Gli{lioi ln p.ctfi GRCr Ac&n: CRCORRECTIONREOTIREDCooFrtISl'Wtfttfi'affi/etd. Connoction lo TVDB I hood aftl srbnrbn thrqrah ,od. o|( oxc@f 2 hoLs h
w.ld ofr i5$/rldr d duct neu @rq![h trom llctr]lgub b round dilq sboE hootl- Abo, rcr,bec
€frofrLs€o...*mtnod.
r d rtud noar tra|lcHrin trorn r.ctaruub b round ducl slow hood. Abo, r.rrb.d
fsr|l b€ $fifinsd for revlur ar|d requhed locatlons lor croanoub na€d b ba..;;Hffi$.*-"***"T
09r18/Sl hrF.dr: GIRG : lcfon: AP AIEFROVED : i , Ii'commenlr; 't&dll€dtt.t hole .h udh glb.et duct hd b.en flFfrrd. l.lad drysrlle] remove ouH e lrnef d 'iS8pj!-9[,rfEgfl'fr&*a,.{hFlp!:fbti i r .f li.i "'09a5/01 niiioctt:l'FRb.' u ''- - Acdon: PAPARTTALAPFRCVAL i :.Co|' ncnt3: utflE 620l6et. 7O1 & 722 bdF|. ldtckn & drwr vrrd duclr. i 'l(yloal hrpoch:' efiG / acdon: PAPARTIALIAPPRoAIaL ' ,i I
tsm, t9QffEtrff'rYl,l5t60rilvJqErqt'fffT*' l.rJ' ', r,t i1icm:34OMECl'|-ltl6c.- -flgermH*/ ".1. .__]___.-_,t v :.;l
_ t19,2&01 hspe€br: pRG / Ao{on: APAPPROVEE' - I
ffiEfiff^r '-'l^-*frtv\ l'"".i ,.,':'rtt . .tll
t19,2&01 hsee€br: 6RG' / Ao{on: APAPPROVED I ' I
Comm€nb: sd)$tno[ ur6lno, s. 18, gprasn €ntftf|c. dlfoe, 100 pol r'd. . .'-, r 'j
lojtlz/Oi h.orctor: GFB Actlon: AF APPROVEE I /.' i - .- t r
Co{nrnont$: $ilrmaitublm
10/06nm hrpccb,r: *oe nanot."nreotTe*,'iFiffiEfry*'ft/@''t*,4- 'i Ii: ",comntrftt3; Snon?'nclt t blng, N. h6lf ot.nttlncc drfrn b prrHnobiragF; foopelt stl ; i ,
- 1ff26/01 lrcpcc{or: Gf;tt Acton: F{fAFTnL-rp46y1t t
Comtn€nt!: gno\ymdl tublnn hr dh,'c to teBh cofirDsclor, lfl) ocl test., , I : / I i1lrue,Ol kr*prctDf: GHIi Ar$on; .CP,CPPFOGd ! f I [, ,Cofi ncnb: Sncr.vm.lf fuHng E. of N. on0cnca .lrh,! oo €rtler ddc ot tsaeh ctrnrpsbr ahr6 fro,It bril on Qg Pel.
11116/tt1 l|l!n€cb: GRc Actlon: PAPARTIALAPpROVAT
"iiffii il"HHIHf"e and aFon rn nonl *""#Biffiffim$p tm *
Cofin|€ !: l|ldrmellqb'llg(@s. p€ql3lbnrflrmceblhkuprylthFthtocreottral, toopcl. Aslcdto
r$rm hler br N. srourmslt @ hffrdkappcd ntry.hm: 390 friECl'l-Flnal
1?,1:i'im lrpoctot: CRG Ac0on: PA PARTI,AL AFPROVALCorns{s: Otcafvod lct d crrDofl l|Fffrrid| ddctioo & romo!'al iydom in parHng g!|Ege.
O7lOSliOi hsp.cbr: CD \r*S Aclbfl: pA PARThL AFPIROVAL
Cdrrt|r€nt3: FOR BAI.IOUET ROOil Al|D FUBLC, BATIfrOOiIS ONLY
CoryFl_rF-: Sndtvtno[ U4lry! S. 1/2, g.ragn €ntnnc. dtu-q!10itl2/Oi h.prctor: GHE
Gyt,7O1 lr!p!cQ! GRG Acdonr PIPARTIALAppROVAL
Conrar-dr_: lr$by/.ilc. !!t€.glty. No rF corduonlng rt !t!b_[mg1U29D1 lrcpecbl: CDAVE- Actoi: PAPffiThLAPPROVAL
commenls: uNlTs 31 4.31 5.31 9.31 E.4t 5.41 8 .11 7 .418
FTTIAL FOR TR[l'. BASEBOARD HEA?,
s 314,3r
L FOR T1
415,419,417,418gOAfitDHEAT. AIFTTIAL FOR TR[l'. BASEBOARD HEAT, AND KITCHEN I.K)OD ONLY
EXCLUOES FIREPT.ACES, DRYEF COihECT|OMS AND COOKTOPS.1llc€i01 lnepocbr: cf?G Acilon; l.lo tlOTlFlED
Commsnb: Proucm ufrh ttlckim chth3o atrv$$ " too b|o Sd w$heddner clo€€ts. Gas dhconn ct w{[ ba
re.dlly rcc€a.lbh. fold cuFcorifmbrc ttrefilrprs ryruet tE mmoveable, lncxdlng grs & Ent
coftnd$ofir, u,fric{rt- cuill.ng hnls In_qnts|ld wdlh. OK tf opprorr€d ecc.rc penrdfiod antl/or
medcloe csblrd 8Dl€ to be remor9d for eccor6.
11/16/01 lmlrcbr: BRG Artlon: PAPARTTATAPPROI/A
Cofiiln€ftb: 1,rnilr.314,315,316&317oily. Lt{t318no{r.dy-smrllb.droofirbsr.bo..clunl&kftststorno
rilllfli21n1 kroo€ctor: COAVIS Arilon: Pl PIRTAL IISPECTION
Comnonts: ul.Iffs 414116,416,417,318
IIR,ST RELOCATE OR REPIPE GAS LINES AT DfiYERS FOR ACCESS TO GAS VAI\IES
REPTl31
'lnryOl lmmctcr; GRG Actlon. PAPARTTALAppROVALComm*ts: Unil 418 only.
Run Id.: 1168
oo
o
11-21-2001 Intpecdon Request7.8Lc!L --v.auj:oi--rou
R€qu€rt€d lflsp,act D.b: tkn€cday, F{ovember 21, 2001
lnsocctloil Ar€r] GrJ
SticArttkocsl 680 LIONSHEAD PLVAL
5tO UOiISHEADPI.
ArPrD l0"lbrqlauon
,r,'ii 'T$iili-1,.;,r,ii.l I
Acthrty:
ConG{ Typo:
Fr!ffiel:grmor:
ADolh€nl:
Cciribactor:
Desqipllon:
M0S0152 Ttps: B.t ECH
CtcupEnc),:
210107206{no
ANIIER$ COf{DOASSOC
CLII,|ATE CONTFOLOTGWS
CLIMATE COI.ITROL CO OF GWS
Fub TVpa: tlFAlt
Lbs:
Fhori€: 94$5366
Ptrcvre: 9?$.94S2326
Phane: 970-94$3326
SbtrB:
hrpA's6'
ISSUED
GG
Redresbd l,Eoeptlodgl
ibm: A)O
AIITLERS REI'|O\,'ATIO|J-PHASE lrcONSlRUCTlOil
Rcqussbd Tlme: 08;@ AIf,' Plpne: 97$94+23?6
FUtRid ' Arlbn: Pl PARIIAL ll.lSPECTlON
A!,F,TIOVAT. AFPI?OVED HOTJSTKEEPSIG LAUNDRY DR\
FEPORT FOR F'AHS A,W
NOT COT'FLETE AT THIS TIISE. I'UST BE COiIPLETED
UJC.T EFICLOSIJRE iS REOURED AT T}E ENTRAI.|CE OF
llEcl'l-Rouoh \ I
12/0'd0O- InED.croh
C$nm€ntb: PARnAL,T
*
bI
itzt13tcr)
Cofirnr.nB;
PARTNL A!,F,ROVAI-: AFPROVED HOIJSTKEEPf.IG LAUNDRY DRYER DT,CT.
APPN PARTIAL FAI.I COI-DIJCT IN HOUSEKEEPIT.IG.STORAGE,HOTJSEXEEPER OFFICE
€O[.ER MUST NOT OPERATE tJf'tI"IL TTtr STATE BOfi"ER INSPECTOR HAS PROVIDED
APPf,OVAL A}ID ALL B I,TNT TEEMIhI'ATIO$I POI'.I?S ARE A IiThIIMUIiI OF 2' ABOVE
ANYrHtMlWlTHht l(t Ur/rC SECB06-4
]N'$TALL RRE STOP,CT S}TqFT\i/ALL.i'U$T COfISTRIJCT A 2 HOUR FIRE FE$ISTIVE SEPATIATIfN BE'TWEEN B VENT AND EXIT
ENCTOUREIfiTptrior CDAVIS A"cton: AFCR APPROUED/CORRECTK]il READ
FQh EXTIAUST UJCTB AT OARAGE HAS BEEH IN8TALLED ACCOFDI}|CI TO PI.AIYT.IO
APPRAVAS ffiTAll.ED BY T.O,V.
€E,{T AT FNE STOFS WIfi APPFO\ED FRE RESISTI\G ITATERIALS
-TERilf.IIITIOhI OF EX. D{JCT IItJST BE FRE€ ANC' CLEAR PRIOF TO NT|E OF OCCIJPATiICY
12/13'00
Conm"r*s:
Run Id: 1071
-$.ITA<E AR
BY 1[',E OF
.PRO\,TD,E
PI PARTTAL fi.JSPECTftCft,
o
l-a1-
-2..0-9*e-nu--*Ccnrtnenl3:
w22tD1
Cocrncnlr:
O.g17lU1
Commsnb:
(lyr701
Comm€r{s:
lffipccilori Requert
-BAANUETR@T'
VENTI.ATIO}I {SIJPPLY AhID RETURN} OL'CIS OI{LY
hISULATION MATERIALS O,K. FOF Dt}C'NruORK LOCATEDIA/ITHIN PLENUM
r FAN CO{- UNIT ClrlLY(FC./l}
- Tff,'I9T I.IAVE IlIOffE II'IFO Oil TYPE OF HOOO SYSTEM, KMCF{EN EOUIP. ETC,. PRPR TO
AtfY hISPEcTnNS FOR TFIE KrTCtfN IKIOD lNSPECTlOhlfrvPE t ?? OR TYPE ???) lT
AFPEARS A TYPE 1 FMOD AND DIJCT gYSTEM IS REOLfrRED HOWE\IER FIETD APPROI/ED
FI.ANS CALL FOR A "8" VENT TO BE USEO T$ EXALT$T THe 9YSTEM WHICH 15 f'nT
AIIoIITTED UNDEP 97 UMC SEC 5C7. THERE !S h|oT ETDIJGH INFO REGARDhIG I}B
hFTALI.ATION PRI6R TO ANY FURI}IER INSPECTIONgtocclor: c€lovts Acflon: APC.R APPRCh,EIyCoRRECT|ON REOD
mrltantcll loush for unrb 121'?2i,314,31$,316317,318,31o.32e,419116,417,118,4?o,&,
goer.q{9ry, oriu tluc8 rrcerd 14 r4fri mots tun 2 ofic.t. Uurt-bc coreclrtl or pw'kh romr
trrH of tlffi$tii€ whkh dcmo8ffts .ouri comdhm6 lo th€ g7uttc
ddd m.chank€l foElrncri lo dl ll'' owle connctrg to r{rd ducb.
Rdnsprclon mquhed.lnapdor: - cffr, -
9,udi r"s tlnE q23ji{93^2:ffi*
rjnttt-Szi-.Oati, triw J{[r rnnt nr|8 ovcr 14' murt r€cw ilsucs efll prorl(|e agpovrt '
fio.n ongirEer
,ARTIAL APPROV'AL
: APCR APPROVEEYCORRECTfr)NREODl'fi.d ror dry9r wnt-duct* tn UnlB 3'1,{,9tq3_ra. qqqu
Ji :iti -liTY: ITtt* "
r"''rnod hxn
PAFARTIAL
only.
naff top.
AAID RETUFM 3 SMOXEIFIRE OAMPER$ AND'I FAN COtr
Actbn: PAPART!{I APPROVAL
ftrrr
Qnrr.?ltrl\F
F.t
l--r nrrr- r\Q
fin q- tl ?ftrtffif{nu*ffi$&t
TIONS
Cofirflrcr s: Unll318 ontv, 60 paltsrd ofi h€rt lln$.0e'140t h8Dectot: 'GRG' Action: PA
Commonti: Unff {14 ontv. hsrl lnes. 10O osi.
ffi$tr Ur"bscnur
Commonti: Unil {14 onty, hsrl lhes, 10O p€I.
06,'14101 lnrnsc{or; GRG Actio,n: PAPARTIATAPPROVAL
Cofimant*: Ur*b41H17 only, he.l |trles,65 e 10O p$1.
0O'16,01 h.podof: GOAV}$ Acdon: APAPPRo'dED
Connmnb. t hlTil18 TESIEDAT 100*AIRTEST
ADO ltlolrtTof?S Wl.EflE MISSNCi
O7t17iO1 In$cclor: GRg AXionr PAFAII'f!4LAPpROVAL
Commenti: ljrrnD 122 & 222 {EHtJBt 6rts. lm 9d|€d3.07i1g0l krlD.cffi GRG 'Artm: PAPARTI{ApPROVAI
Comnrf,rts: uil 3a? tEHt ) onv, h.tt floc, tm pd bd.0&17,0{ lft$odor: GRG - Act rrn: pA PARTIAL APPROVAI
Cofimontr. Unl &0, lU) Del
08i231(11 tmsastor: CRG klion: PA PAFnqL npPnOVAL
Cofirmenb: thh 42r oflV, 1tl0 pcl 16s1.
0931/01 tnrg.ctor: rSRG' Aciion: FAPIARTITLAPPROVAL
Cornrffin0o: Untls Cl7 ,t 5AO onlv. too Fsl t"rtr on hot wlier hld hwhnic coopcr tubhg.09.04fi ltwrdor: 6FG Actlon: FAPART{AIAPPFOVAI
Commontr: LlnhB 5O1 & 5?2 {10(}t} 518 (66*) & 5?1 {rff}t).0g'1901 InlD.ctor: CDAVIS Ac|lon: p{PARTIAL|FFROVAL
Comm.| $: UMT S19 |IEAT INES TE$TED w'Tl-l AIK 95lI
0S'21/01 hep€clo{l GRG Ac0on- FAPARTULAPPROVAL
Cofin|ont$; Unlb 601, 62?. 7O1 & 722 onlv, h€t linr*, lm pel iesi.
1O'Oti01 Ble0octor: CRG Actlon. PA'PARTIALApFROVAL
Coilun dx3: unlt 6:ll onlv. l00DC.
1&0+]01 Ft3g€GIoc GRg ' AcIion: PA PARTIAL APPROVAL
Corfimcnb: Unl616, Sfi fbor conflrulc€ room I 4th lloor rcflxmftg of,|il. h€rl lnes, lm pel.'
1O3O/01 tnlp€cbi: cdavls Acflont PA PARTIAE APPRCf\/AL
Run Id: 10?1REPT131
-LQ9-$o ------, ----Cofirng{si
Gomnrentri
11tr6/01
Commontr:
t ,o
ft|m: 316 rumBcs6Plofn-' -wnliot ffictr: GRG 4@tr. NqTqTFFP
LOCA Ttl
11/16Jot tsrilec$r:. GRG fr' . U-Ac[dtt- PAPARt14g,ryrpp61141
ln*mcton R ncst R
ENTRY STAJRS.WNSBOB
?|rtunc. drtv., 10O Dal.{IAPPROVAL
@ e. pr{g$arirr_dronco tc lftlk W \rdh pdl to crs,ek Ulll. 10O pct. Ae166 5
r.frm hbltor N.ilro*mtt{o harxthappcd mmp.
Comrnenb: tit ll b rdd btqEh tnc h incmn crlha br grMlublt ln conluncilon urltr hood tyrfttt. O( b
uoa mlon rhc€ ril rarilaln looerllHr dow euopemlro csilitg l$es. i,torv bnnch ittlC Da
Dr6sur}Eled & nspecbd.
O7/I?/I}I h.p..!of: GRG Acl,ou PAPARTBLAPFROVAL
Cofif,nnts: t nl| 122 & 222 lEilu'i orrly. 56 psl tail3.07/1gut h.D.clor: GRG - Ar*ion: PAPARTIALAPPRSTA
Cornmor*s: Unf 3e2 (EHU) or{y, 60 F'el H,lbtn: 3?OilEcfhErnar,fllh0.h -'Asfio\tcrl"
0907/01 lnrocdor GRe tulon' PAPARTI|'LAPFROVAT
commsntr: Un[ 6tS onlv €rhruEt & dycr dudr.
Gr(}7/O1 hmrdon -BRG - Arilon' F PARTI1L INSPECTIOiI
Comnrste: UUddrd chcubr qrers€ 4rctfDom $o|n iltchsn hood throndt 0oots 35 tb ncr un<ht3tt.| of toof
d|ck Vylll rfrll nird to lnrpect cooncclhn b grio!. hood &-icfirfi€fion al top. p.n ffifir
ililouoh rch tloor aru lo bp lte cafied.0911/0t ltco*or: G86 Ac{o: CRCORRECTfff,NREOUIRED
Coffin nts. Wdlted s$/drst Coonrcdon b TvDc I lFrj md erc.n$on through toof. Ol( oxc?t2 hoLa h
rnld m iltrnil$dr d duct rilr tffiitkh trom roct nouhr F lound duct tbov. hood. Aho, ttt had
3rlgl|l..ttd pbns mu8t ba Submlt d ror r|vlc$' ond requfi.d iocrilons hr dmnoub na6d b, b.
.ldhrranod.
{918/01 lilD.d.: GRG Actbn: AP APPROVEDw ffiffififfilsrrn}:ffiffiffiffid
APPROVED
;ffidHi{rY{ffi'^qffiffiffiffiffiq{/ffi/$pffiffi;ffi#trJn
UiE eao. 62lil1t$ {I ?&,bs& ftf'l*n& dilr yail d|lc|r.!*Dacbf, GR6' A*bn: PA PARTIAL APPRO!',AL
i,fllffroTffii:+P'+s *?h P rr":if-
r- t - (H2&ty.hrrdor: GRG' Aclim: APAPPRCAIEDf ' M ftt- Ur\-gqh',{f/ tril1pft qns. r2,snnsn€ntr6nccd'tglgplg,
Y,Hr:;!1{iffir,ffififfis rat'- ' ,\.- r- "fr''Jri I trlFn{ t[I!{d' cfi*
& A *itmn ffi ffi"n,&ffi'ff mffi"' ffiffi?m p.r'smsmffi|tr!3.dsr:
I Snilrrrnelt'ffi
Conmrn{c: LrtdTE} 31 4,31 5,3t 6,31 8.41 5,.11 6,41 7.41 4
FlllAt FOfi TRhr. BASEBOAFD HEAT, At'lD K|TCHFN FPOD ONLY
EXCLUDE$ FIREPI,.ACES, DRYER COt-lt\ECflOl.lS AND COOKTOPS.. {1/o€I/01 Inrpocior: GFG AEton: f-lOf.IOTfFlED
cffirmcntl: PfrioLm lYllh rbcxho cbih6 gnEfr - too blq lor nrshlrrdry3r clorst3. eai dbcoffret will ba16& acri$$blr. fc'ld rulcorfoacfore Unf,Ornre mu* t* nmovGrDlc, Inchfiilng glGr I rt i
conn*Som, ''r#tottt crfifi{t hoho ln finbh€d wilb. cN( lf tpPfsrrtd ,ctcts pqneb-G€d aft.lof
mdhtrl|c|!{nst rbloto bdtotnovd lof acc&r$.\ 11/ift01 ImD.dDr: CfiG Fc[oN: PAPARTIALAPFROVAL
J Cofi rFftE: Unlb314,316,3refr317oily, Un[318nolredy-imrll b€droombo$bo.fttonn&Htsh.no$.n
sildbaonmbhd.
Itdil: 3{to llEcF}nnot ''3*
1?/tsi0o krn'podor: cfiG Aeilon: PAPAFTIALAPFRoVAL
Commenb: Obberwrl t.ct ot crlbon monorldc cFbrffori & renbtrd gv$.rn In D€rHng gffEdp. \
O7l{I3i01 h.o.ft.: CDAvNi tulbn: PAPARlLALnppnOVRt \
Cornrn t{r: FOR BA!.|(II,ET ROOil AI.{D PtJBtlC BATHROOITS Otff.Y q i
09/0701 hqegq GRG .-A{ilon: PAPARTI,{LAPPROIAL
Comm.nb: Loloy/oilcr cre oniv. tlo rlr cordfri$lrro al thir ilrnc.lo/:lgot |rr.D!i:br: CDAVf6' Ar$od: PAP FTHLAFPROVAT
Conrnrntc : LrtdTs 3t 4,31 5,3{ 6, 31 8.41 5,.11 5.41 ?.,11 I
REPlrl31 RlJn
l:;-1T_;rnr-1
7:08 em
Inca€cfiom Recuest Reporting
--yan,c$i lo.vltt{ oE- .-
Fage 25
Requeeted Inspect Dltel
insoecUon Aresi
SitoA{hlr$s:
Tuesday, Oec{lrnbet 'f I,1001
680 LtCtN$hEe$ PL VAiL
d8O LIONSf{EAT, PL
subrilpe: MFAM lilalus.
Insp tusr.
tssuE$
ArPrO lnbl4atloq
Adth/tv: M0(iC152
Carst Typi:
Paic€t: ?'!010??060(P
Ittm:
Requsslor:
CanirYrifits:
,qss|orrd To:- Ari+.'rr;
Typrr:
occupincy:
'Ovnofl Atl'fLgRS COIID0AS$0C
Appilcrnt CLIMATE COtiTROt- Of. SYVS
Cortrccbr CLIMATE CONTfIOL cO CF GWG
Dscrlfition. AIJTLI:RS REIJOVATNCfJ-EI'{ASE QCCNSTRi nT|ol{
&irrcH
06:00 Aif
97{F,94$.2*6
Thn€ Exp.
945.5:{t6
'9?n-94&:',J2{i
97S945-2326
, nA l\w*rl
lm$r
ona:
a\ C..rnm€nt&: PAR7IAL APPRO';AL:'APPROUED,'F{OUSE|{EEPII{G IAUIIOFY DRYEEiDUCT.-/l . l4u^ )i, irPPR FARTIAI FAIJ CQIL.C,UCT iN I{OUSE|(EEF$|G,STORA€E,''IOUSEKEEPERItlqfrt lfrtYXL i1Fl!4L,slffq*oc,rccEssrftfilcgrL*.t14F r2 l fflvl L AREA. MLtsr PHoi/toE lccEss rcl FAr''r .:ott.,'.- li' - lli 13100 lr6o{rclpr. iDAVIS tuilc'n: APCR'.qPpROIfEI'iC{}RRECTIOIIREODI DllL6 ta . ^ t/ rCornmelrrs. BIJENTAt'tDcotrfttdoNvEti?coi,lt'IgcTcnsATSOILEFRO0MFofiB-1 ANDB.2Boil-ERs,- , I IqdJ-' E L] UJOT .PRoVIDE RE\/IsEo DRAwiT,$s FQR CI-IAAIGES T.} BOILER FLUE AI,ID \,ENTq_ ^ conrJEcTot?s
1 D 9ffr,tt cE F6x;t P. Sghfil*JJRi?pffiffi#i5u*I$F,?ffiJf,r,fi,il?[rffisft*o
Wafi fte.Fo!- ru$ffiii----":"=-^-^- .,o.,.^,-.,
itnorB(rqaft#;8ffi$[hg#.*l*[#f; Jffiiffi*F*#""
ot:FrLE--
nem: fin MEC|.!
:, -SEAL AT FRE STCF? Wtflr AFF-ROVEB FIRE RESISTIVE M,\TERIA!.9. ,.TERMI}.IATI{}N OF E{,TAJC.T MI.'ST 8g FREE AND CLEAR PRIOR TO TIUE OF OCCUPA},]CY'i' "FFdi,trE'Hxililbfiid ELocirr-ndioorir-ron F*Ns esnp
't / -lltTAiff AlR cRrLLs AHs oPEt*lrG HoT c.ofi,pl-ETE Ar T!-{ls TIME. M!-rsT BE CC,iAFLETED+ , Jvt{sE ffiffi#frloroPPlnrG r.roT ccrripr-ErE AI r!{rs T|ME. Mr-rsr BE cc,rAFLErEl
T - AIT?D'J.ICUF flRfEE5tSf,:\,E Et,tT €I'ISLOSiJRE IS REAUIRED AT THE EIJTRAT'ICE OFI T TH(ETffENCLOSURE ,/ ]rl / \f'. I it l Ili , i,?'.$lcliy'*Rcct+r f4"*l/,\l {cuon:aoen*f,lhtsF€crtorufi {r A,i,Yll)-b1-^
"T , AY TIME OF OCCUPAJ{:/
I ntrrrl.:t \:.,/ " Run ril: 1116
Ir, -r
1:.11-:001
ilern: 31C
Inspection Request Repofting
vAil,.. co - TowN oF
-SKI STORAGE GFOT'ND t EVEL
'/EtlTlL/rrTlON DUCTS (SI.'FPLY Atlf, RETI..|FF0 3 SMOKF/FIFE
UNIT
Page ?6
i:OB am
Commenls.
DAMPERS AND 1 FAN Co|L
,BANOUETRCOM
VENTTLAT|OI.J (SUPPLY Af.iD liETUFlN, DUCTS CNLY
INSULATION TiIAT E NIAL S C. K. J.CR DU; I Y'/ORK L CSATE DIiJ|'I|-III.I PLE NUM
1 FAN CClt Ul.llT ONLY(FC'4|''' MU5T r-rA.'Je MoRE rNFo orr ryFE oF Ho{i; si srEM. Kircl itl.i EQUitr. ETc.. PtlloR To
Al-lv. ll{SFECilONS l:OR Tr|E i(.lI.CHEN HOOD ii.lSFHCTlONt r\ FE 1?; OR TYPE 2??) lr
APPEARS A.I-YPE I hOOD AND DI,{JT SYS.TEM IS REQUIRELj HOWEVER FIELD APPROVED
PLANS CALL FOR A'8" VENT lO BE USED rO EIAUST THE SYSTEM WHICH lS l'lOT
ALLOWED UNDER 97 UMC SEC 5O7. lHERE IS NOT ENOUGH INFO REGARDIMi TH]S
INSIALLATION PRKJR TO ANY FUR'THER INSPEC |oN
Acllan: APCR APPROVED/CORRECTION REOD
Commenls: In€chanlcal
0{/1?/01
Comnrents:
03'!?2n1 lnsD*)clor: crlsvB Acllon: APcli APF-liovhD(-:oKl{hc ll{JN tlE(Ju
mments; methanfcaf rornh tor untts 1??.2??,3'i4,315.31e.317 318.32$,3?2 .415,416,417 A1A.4m.4?2,
Correctlons DrVer rlucts erreed 14'$'lth mcr€ lhan 2 otts€is. MtEl be conectetl or provlcle sorne
tvDe ot anernalli,+ lyhlch demo3lmtes eerral comDliance lo th€ 97t,MC
Adrl firec har: lqal lasleners lir all fler ri,.lh ccnncllng tG rlgld dttcls
R€insp€cliofr requhed.
Inspecto{. cdevis
ducr rouoh lor unib 52i sncl 62? apprDvsde ' q i i,ir,hs 52 | .510. have dryer vent run! ovet 14' must reclfy lssJes and pro$d€ oPProval
arKl (rrn€dy trorii 6nginc€t
041?,Ol insp€ctot. ctlsvn r+.tron. PA FAft TiAt APPliCiv'AL
romrnenls: ducl rouho lor litne:is rrx)m and lobbv l'pDrovedl)t23/Ol inspector'l CjRG Actron: APCR At'PROvtli,LoHRL,C i K)N REOD
Coflrm€nt3: VeiiteO, clcanorns and accosr hatche3 lmiallecl io. dr\rer v€nt duc.ts in Unlt! 314, 31S318. Coukl
nol tlnd ctFano ! or access for 315. which is requrred. (lall€d Paul. sup€rintetdent, & Infomed hlm-
Will rscheck |rter
09115/01 lnsDsclor GRCi Atticn: pA pARTlAl. APPROVAT
Comments: Unhs 014. 515, 51 /, 518 bath fan .l rlryer rlucts and 4th lavet trcr)untlng duci,voft only.
O8r,3'tltll Insrer:lor: GRG A,iion: PA PARTIAI- APPFOVAI
CDmm€nts: Unh 519 otlly, venr fans dr,(ls
89,07i01 lnsr€clcr: CFe A.tian: PA PAfiTLAL APPROVAL
Commenb: trihhr botlars'.qaicr heat€r fluss ti ne3r lerminatjoh. Need to add addilicnal braclng nsar top.
1li 15,'Oi lnspector: GnG Aciion: PA IIARTIAL ApFIRCVAI.
Ccrnm€nts. Make-up nit ienlperrnq un.t and Jrict;'.ark lc{ kitchon Ei€as€ hood onry.
idi.;t-i ! leutur,n iwr;tvvgJ "
O:ir:JO/ol frrsc,ccior. CuAvli A..trun; FA FAR f[AL AFf ROVAL
comments: HEAT LINES FOR tJNtTS 320,3? l. 314
ALL TEST.EL IA 1OO # AIRTEST
CORRECTION:'PATCH ALL lHROUGH PENE FA IONS
lmpectof : GRG
Ufrii '118 only, 6{J p6t test on heal lihes
UNIT 418 TESTED AT lOGf; AIRTEST
Inspectof ' GRG
Unh 414 onlv. h6at lines, IOD psr
lniD€ctor: GRG ,{clion:
Unhs 415-417 .ri!y rleal l:r',es, 85 & 1m Psllnso€ctor: Cf,A'.'lS 4:ticn.:Insp€ctor: Cf.A
UNIT 418 TESTE
.4,ction: PA FARTIAL APFROVPT
Acttan: PA PAR f IAL APPROVAL
A{ion: F4 PARTIAL APPROVAL
PAPAPTIAL APPRC\VA}.,
AF' AFFROVED
06/16,O1
comrYlenls:
0G/1 -4101Comments:
0G/14i01
C{rmmanfs.
c6i26/01
Comments:
AC.D ISOLCTOFS I'JHERE tTtISSING
D,- t17t0l Inspectar. GRC A:tion; PA PARTLqL APPROVAL
Comm€nts: Units i22 & i2i iEtltjsr oirli. lfi) psir€sls.
07i l9O1 Insp€ctor- GRG Aclion: PA lrAlt TIAL AF'PROL'AL
Cornnl€nis: Uniti22 (EHU, of i/, hc,rt iifles, li}] tsi test
OBrlT;Ot lnse€clof . GRG A,-tiorr. FA PARI iAL AFFr-iOVAL
L(}|rm€rus Unil 420. lix, psi
08r2:y01 tnspoclor, GRG Adion: PA pAR IIAL APPFOVAL
Commonts: Unlt 421 onv. 100 psi tsst
OEI31/O1 lfi€peciof : GRG ACIIOfl: PA PARTIAL APPROVAL
Cofirments: Unh!,517 & :?O onlv. lC{r nsr lesls or, hal woiel h€''1 hvdronir roFp€r ltlbino.
cf9i04,o1 tnsDeclir cRo 4.thn FA pARTtAt AFPRovAt.
Commonts. Units 501 ,S 5?2 (10Or: ilg 16s#I & 521 (1Cfj#).
O9/19/O1 lnsroctor: CDAVTS Actlon PA FAR rLAI. APPROVAL.
Comrnenls UMT 519 HEA.T Llr.lES TESTED WlTl i AlR !t5#
0€.'21101 Ins&'ectc{. GRC Ac[on. PA PARTIAL APPROVAL
Comiirsnls: Unitl 6f,'1, e?2.7Ci 6.722 3nlj, heat linee, 1C€ rBi tesl.
l0ro1rol lnsp€ctor: cRG Actlon. PA'FARTIAL AFPROVAL
l,:ommeni6: Ui'tit e21 crrly. l OCi psi.
1010*0,| lrrstsctor. GliG Acbon. lA trAliTlAL AJ]FROVAL
C(,{nrrrgrrts Urlii 516, {rtir t^,r r-,Jtrlctcrlce ruoiflii 4ili fl.x,| acLou'llllr{ ufrlut, letl hli€s. 100 F'st.1t}.{r01 brspecid. urlaqs Ar:irtrr'r. PA Pi-fi IIAL APPfaOvAL
REPT131 Run Id: 1116
,
12-11-2001
7:fl8 am
Inspecdon Request Reporting Page27
vAtt,. co - TowN oF
1O$' AIRTEST PERFOR'ilED FOR SN'OWMEI.T AT FFQIN ENTRY STAIRS.WIRSFO IS
L(X:ATED BETIEITI.I PAVE:?S
11/21i01 Insp€.lor: CD.r\l"/l:' fu'1ir'n. P! PAPTlhl, ll{-ePECTlOt't
Commsnts: PARTIAI StjCft'MEL'l OF EttTRY FCUR OF.UGE3.cLL iCe# pJRlEeT
Itenr. 3 15 PLME G;rs Pipino
07t17,01 lnsiector: 6RG Aclion: NO NOTIFIEO
Comrn€nts. f.teil(l to aort orancn lln€ In kitch€n c€ilrng fo{ alneshutol! ||t coojunctron 'vtth hood system. OK to
rr3€ unron sirrcs wrll rarnArn accessrble ab<,rvc susFrnd€d o.ihng trl€s. Nl€w blanch must b€
pt eisu{e.lesl€d & inspecled.
OTil t'i0l Insoeclor: GrtG Acli,on PA PARTIAL AFPROVAI
Commenls: Units 1?2 & ??2 {EHLtst onfv. 55 p6i lssis
tl7/19101 Inso€rtc'r: GFG ActlDn: pA PAiiTIAL APPROVAI
Comments: Unn 32? (EHU) onlv, 50 flrlteslItem: 32O MECH-Erharrsl Hoods " Approved "
O9/07/O1 InsF€ctor: GRG Action: PA PAFTI.AL APPROVAL
Comlnaflts Unlt 519 onfu exhatst & clruer ducts.
09.'071t)! Inspector GRG ' A.:lior| Pl PARllAt INSPEC.TICN
Comments Welderj clrr ulnr oreas4 rl,il..t fram sh+'re f :tctlFrr rt.r:d lhr.'Uqh ll'c'r:; ^*5 tlo near ttnd€rslde of roof
dack. Will 5illl n;Edtr inltn.it i,:nnei!ir'r, ti grue:e !,;.:d 8,-!-:,rnlnru(:n atloF. Pen€lratlons
lh!c.uah each Roor afe lrj be frre r:.lulke,.j.
09/i 1101 lnspsitor: cRG Aotron: CR COFRECTION REQUIRED
Comments: Weilded grease ducl. Conn€clion to Type I ho€d and €xt€nsion lhrough roof. OX €xcept 2 hol€s in
ryeld on €nh€t side of duct n€ar ka[silion from feclanqulal to rou j ducl atpve hood. Also, ]€vls€d
engtneeted plans must b€ subnr ted for revi€w €nd requir€d l(xatiorrs for cl€anouts n€ed tD b€
delernrrried '
09/ lfi/Ul InsDoclor: GR(; Acton. AP APPROVEO
Comm€nts: Veiified tha{ }*..b ln rield in greas€ duct had b€en rep€irecl. Had clr}*r,8lbr .€n}ov€ orrlff & Inn€l
lryers of gr€as€ ducl enc|o3ijre In lh|s locEtlon.
O9I2SO1 hSpeaor; GRG AJhn. PA PARTIAL APPPOVAI.
Comrnents. Unhs 62O, 621 .701 & 722 bath. kilcherr & dryer t€nl dircls.
10110/Oj InsDeclor: GRG ArJion: PA PARTIA[ APpROL/AL
Comments' tjnh 516 ontv balh kllchan & drver vpnt d ':tl.Itenr: 330 MECH.S(rf.nty' Aitllem. 1dn MECH-Mkc. " AFF.rova,t "
0g:3 Ol Inspr-clc': iPG Aution AP APPRO*ED
Ccmntents: 9rro{rrlqlt lubrnn. 5. l,l. ua[ac.: err!inLc dtiv€. 10C c:i lest.10i0z01 ln$pectar: cFl'G Actlon: AP APPROVED
Commenls: Snowm€n lublng @ f'6ndlcapp€d ramp. E . srde, adiacent to palh 10 brk€ pslh, 10O psl.
1OO5/o1 Inso€cto{. GFG- ' Aiton. AP AFPROVED
!tem: 390
Comm€nls'
'l 1116/01
Commenlg:
11i16/01
Conlmenls:
MECI-l'Fkral
Comfir€nls: Snourrnelt fubrnq. N. halt of entatrce drive to E€rktrrl qaraoe. too Dsi t€st.
10i25ro I lftsD€ctor: GRG Afiior'r. FA P,.FT|AL*AFPRCjVALloiz5rol lftspector:
dnve ttJ E€tl$trtl qalaqe, I Lxj Dsl L
A,-IiOt I PA P..FT|AL}FPRdVAL
Comrn€rlts. Snolrrn€ll tubrng for dnv€ to trash compactor l0O psa t{rslmm€rlls. sno itti€n ruDtnQ I
11/06101 lnspector: GFIG
,mDactot I (xJ osr l{rsl
A,:lton: AP APP|IOITED
Comff|€nls: Sno'wmelt trblng E cl N anrance d.ir/6 on elther si4e of tlash dumFtttar Ec€3s pad, alr te3t on @9? !Bl.
lnsDeclor: GRCi Actlon PA PARTIAL APPROVFI
N. hondicaDDcrj ramD and anron in tont ot I'1. 'rehlcular entmnc€ drive. 10o rlsi
InsDectot ' 'GRG Aftron PA PAFTIAI APpROVA!-
sn(;',tmen tublrlE O F ped€slrtan entrtncE to linl. uf, ,r/fh f-,alh t., .re€k lrall, 1OO tr'sl Ast(eal to
r€'hi'rt ialer for . ino.,nirnett @ h;!nd'':ailFc(l t..^1p
12/15r'UO In3pectcr. GRG A;tucn: PAPARftdJ-APPROVAL
Comments: Obs€rved tesl of carton lnonoxlde deleclion 6 retnowl slstem in parking garage.
OT1OTO1 Insp€clor: CDAVIS Action: FA I,ARTIqL APPROV,t - '
CONTNTenIS: FOR BANOUET ROOM AND PUTiLIC BATHROOMS ONLY
O9O;IO1 krsp*:lor: GRG Actrcn: pA PAFTIAL APFRO\I'AL
Cornrnents Lotrbvroilice arsa onlv. l.lo ttf con.Jati(rllnu at tir|! tinre
1O29r01 lnsoeclor: CDAVIS' Aclofi: PA PARTIAL APPROVAL
comm€nls uNlrs :J14.315.315, J18.415.416 .4f i .41I
FINAL FOR l RIM BASEEOART) HEA] , ANLT KITTJHEN HO(}D ONLY
E X.CLUDE S FIREPL AfJ E S, DR YF R C]OIINECTIONS AND COOKTOPS.
11lO8/O1 Insp€clcr: GRC, Actlon: NO NOTIFIED
Comments: Problem with xtacking clolh€s dryers - loo liq tor '&asher/dryer clo*els. Gas dlsconnecl will b€
readitv accessJble T-cld suh-cmiractors thcf'drvers musl hi remnv€able lnchrdino rias & venl
Cottttlicllons, w'ilv'{tt { rtntng holAs In fllllsird-d arjlts n( lf ir[ Fre,,Ved acce6s panedu-sed andlot
mediirne iabinel ttrle to t,i rrnr,".ved f.J. .t,.:s:--(,.
l1i 16/01 Intl'*clc't: tRG Artron. PA PAf?llAL AFPROVAL
Cunatents: Unhs 314,315,31€'& 317 only. Unit318 nct ready :,small tedroonr basebc{fd unit & kibh€n oven
sllll digass€mbied.
1'li21i01 Insp€clor; CDAVI$ Aclion: pl PARTTAL ltlSPECTlON
Cunments. UNITS 414 419,416.41 7.318
&IUST RELOCA1E OR REPTFE GAS LINES AT bRYER.S FOR ACCESS TO GAS VALVESlii2&Ol fuisorrcior GRG
c.omme ntB: Unit 4 te onlv
REPT131
Acliar. FA PARTIAL APFROVAL
Run Id: 1116
11-21-2u01 lnspecton Reque$t Reporting
4:57 pm _ __ . _ UA|L. Co iIAWHI}F___- ____ . _ _ _"__
Requesb{ Irrspect Date.
Inspecflofr Area;
Slte Addrccs:
AlPlp ltrlumrtron
Adlv[y f,fX]O152 Tvn*: FMECH
Conrt 'Ivr*: OccrrDailc|:Pric€t: 21O107Al6flJO
Own€r: ANTLERS CONDO ASSOC
Appllcant:
Coribrctcr:
Daecrlplion:
Wedrtesdry, No\.cmbct :6. 2001
GG
680 UON$HE.AD [4 VrrL
680 LTONSHEAO PL
orGwscc oF{31n 9
$ub Tvoe; lvlFAM
Its€.
Phcno: 94$r-'366
Phoil€: 970'S4$?326
Phonc: 970-945"2336
Slalu:: I$SUED
lffiF.tuaa: GG
trtiFccfron History
|ttm: t00 Meptt$glet
l|t.coNsTR,J(-Tft)ri
,I{OUSEKEEPER OFFICE
TION REODSt AI{D&2 BOILERS
AIID IJGNT
coNl€cToRs
€Od-ER UUST FIOT OPERATE UNNL THE S'TATE BOILER INSPEC-TOR HAS PROVID€D
AI'FROVAL AND ALL B VENTTERMIfi!{T|oN POIN S ARE A i,iINIMUM OF ? ABC}VE
A$fYTH|F$ WlTHll'l I (f lJttG SEC8fJ6.4
NSTAT.L FNE STOP AT SF{TFT WAt[.MI.'ST CONSTRIFT A ? TIOTF FIFE RESISTI\'E SEPARATIOI.I BETWEEN B VENT AIO EXIT
EISLO{JRE
12t13i0a tlotoctor: cDAVls Acibn: AFGFAPPRCfr/ED/CORRECT|ONREOD
Cornmerds: FOR EXH,TTUST OUCTS AT{}ARAOE FtA$ BEEH I'"ISTALLEDACCOFICTI'IG TO PLAN/NO
APFRo\/AL$ OBTAIN€N EY T.C.V.
-SEAL AT RRE STOPS'xvlTll APPROVED FIRE RES!$TftG TTATERIALS
.TEBIII$IATff3N OF EX. DUCT UUST BE FREE AT.ID CLEAR FRIOR TO TIME OF OCCUPA,\EY
"PROVIDE AALANCIT.IGIVELOCITY RTPORT FOft FA}'S ASAP
+{TAKE AR GRILTS A}P OPENbIG I'IO1 COffTPLETE AT THIS TIME. [iUgT BE COilFLETED
BY NME OF OCCUPAT..EY. ATWO HOIJR HRE REgiSTfuE DI'CT ENCLOSURE IS REOUIREDAT THE ENTRAI.ICE OF
TI-IE EXITETSLOSIJRE
REPTl31
0f/0F.-t01 frr*poctor: cd$vb Acilon; Pl PnfiThL |I{SPECTION
PI-AT.I$ CAI.L FOR A'ts'\1ENT TO BE USED TO EXAUST THE SYSTEM W}IICH IS }.IC'T
AlIOtllED UISER 97 UilC SEC 607. TIIERE lS ltlO'I' El{Ct{JOtl INFO REGARD{I{G TFIts
S.ISTALLATION PRIOR TOANY FUFTHER h}SPECTIONhlDrcbfi cdgvb Adlon: APCRAPPROVEIyCORRECnONREOD
nci$anlcal rouoh fDr untb 14"?2t.3{4,316,316,317.318,320,3?2.4{5,418,41?,418,4?p,e2.
Cmrctlona. Driet afucb orc.d 14 wur rno ttun 2 ollbrts. ilhd b. cofi.d.d ot p|ot/ld. |otrr
tvDo d .[.rnau!o wllkn d$mard.3 eqnl cocrp{once to the g7tArc
ddtl mcdunlcrf brlef|€f3 b tT il.r a&'b corncling b ngH d$clB.
RrlFrtl|o|rruq$cd.trtD..jbf: cd'il8 Ac{oO: PAPARTIALAPPROVAL4l.| roudt $or unltr 522 ord 6ir? rDDrwocl
' | ' - un|b 641.5aO, hrva onrrr wnt runs owr 14' mrsr ractfy ilrlrg3 lnd Ptovkh spprud
rxt nilrG(tyfrom .rrghcel
htpoctor: cdlvt! Actlon: PA PARTIAL APPROVAT
duct roohp fo. f,Ei6 room ard lobbv rpptovedrrpeaof eRe Acdon: APCR APPRot/€DcoRREcTlON RE@
V|f[iid, ct enouts ilH aoescs hrbfte3 imh[*d |o,r dr]$ v€nr duct3 In thil3 314,316318. coltd
notnrdblmnort o{ accers lo{ 315, whb,h h teqult€d. 'ca$sd Ped, sup€dntdtdinl, & hfom.d 1*n.
Will rcchscttshr.
$t/16i01 hro€e$f: GRG Actlon: PAPARTIALAPPRoVAL
Comm.nb: Lrnls gl4, 3f 3,517. 518 br8r tm & dryer ducb ond 4th l€V9l tq.roultlttg dudlrrott only.
O&3I,OI }'|rDfitOI; GFIG AdbN: PAPARTUALAPPROVA
Comnlcnb: thil 619 ofilv. ycnt tanr *rcb.@l$?tol lDrp.ctDr: -C'RG Ac!,on: FA PARIIAL APPROVAL
Comm€nb: ildn bo|Lrt/uder tr€alff fluer b necr tormlndbn. hM tD add 8ddfihnal brachg naat tDP.
I l/tgot In6p.cbi: GRG .{rlico: PA PAR fiiq|- APPROVAL
Cofimefib: Mdory ah ienpcrng urlt rM dud ilDfi hr ldbhon gforEe hood oily.
il.m: 310 MEc|'l-Flcrilns '^ ADsfxrd -(}3€ffm Frcoecoc COAVIS Actbn: P PAFTIIL A9PROVAL
Comnnntr: HEAT LfitES FOR UNITG 34t321,314
ALt TESTED dt 1OO * 'AJRTESTCOfiRECTIO}T: PATCH ALL TTIROL'GH FENETRATIo}I9O&tgO{ lmpcdx; GftG Acthn: PA PAFIT|,{L APPf{OVALcflrnrmE: unn 318 onlv. 60 Dal i|1il on h.ct llfiai-
06/13O1 trnoocbr: bFG' Acrbn' p.AFARTtiAtAI'PtKlvAL
Commonb: unl4t4or{v. h.6t 8n€i. l(D D3l.o$ti#Ol lttlD€cbfi 'C*G Aclbn. PAPARTIALAPFROVAL
ComrftonB; UnIr 41$'417 ony, honl lhrs, 86 & 10O Fal.092661 fnr&cbr: CDA\7}S Aceft; AP APFROVED
g3tnn1
Comftonb:
04nTnl
Cofltmofltr:
04117/01
Conrtt€rils:
06€301
Conrm|nB:
l|sftlon ftequest
|YL' LEICL
{suPPLy Afs RETIJRTO 3 SMOI(E/RRE DAMpERS A}D t FA}l COt
g{JCTS ONLY
TWORK LOCA TEDUYITT-IIT.J PLEM,I{
ADD ITIOTATOftS WH€FE IIIISShIG
0926/01 fnaoicbr: CDA\7}S '. Ac&it: AP APFROVED
CqnMarrlr: L,MT /IIS TESTED AT {fl}! ARIEST
O7!17tO1 hrpec$,tit GRG Acuon: PAPARTI,qL^PPROVAL
Comrmils: l,rn,b 122 &222 (EldJ3) onty. lmodbrtB.
07/1901 lrtso.clofi, gRG - 'Af,{oc: PA PARTIAI AFPROVAL
Co.r$rf,nE: Urdt 3,ilt {EHUI ooly, h.ot B16, loopqllosi._Ogtrlor had.dosi- dRd ' -' - & on: PAPARTIAI"^PFR0/ L
Cmnnents: Lrn[ 4fit lm oel.0g23|/ol kno.elo{: GRG Acdon: PAPARTIALIPPf,OVAL
Commentr: Unl4?t ont/, l(D ncl bac.
OA.,314r1 lmD.ctor: GFIG' -Acuorr: PAPARTU\LAPPROVAL
Commenb: Unls 5t 7 & 52O r,nlv. 100 pel teta on hcil urdst hEst hwrcnh cooDer tuung.
0tv0.u01 lmpcdor GRG Actlon: PA PAFITIAI APPROVAT
Cornmenls: Unfta 5Ol A 522 (100*). 5l8 t65t) & 521 tloor).091901 l|aD.clor: CDA'r'16 tufm: PAFARTIcLAPPROVAL
ComrEen|s: LIMT 5IS HEAT LS-ES TFSTED w'TH AIR 95I
09i21/01 h|gpa$f' GRG
flrrxrnlr. Unlt €01.S22.701
ActbIu PA PARTIAL APf,ROVAL
co!Flre4r.. unlr. Bo1, s2?r201 & 7?2 only, h.dlo/Oliol rlcDcctor GRG
CorrF|lonti: 'l,fnlt621 mh. 100
, h.d l[|€3, 100 pel ht.
AcIIan" PA PARTIAT APPROVALAcllon: PA
onh. 100 DBI-: -GRG'10/04/01 Insoecfot: -GRO ' Acton: PAPARTIALAPpROVAL
comn!€nb: lJnh 516,sfi flm. conbrdlce ?oom i| 4ft fbot lqqgqd!4g dqc_, !q4 |i 4th lbo. accouriilno o|rlcc. h€ot lln6, 100 D€|.
AcTbfi : PA PARTIAL APPROV.AI.
REPTl31
l0i30,rDi |rnf.dor: cdn/lr
Run Id: 1078
o
fnrpe+tm Requ*st
'sTAlRS.WlrSBO lS
11t21lgi lr|orclor: CDAlllS As{on: Pl PARTIAL IN9PECTION
COfi N€NIE: PARTUL SNCNi'T€LTOF ENTRYFOT.R GAI,J{}ES ALL lAX AIRTEST
llrm; 315 Plf,l&G€3PlDlno
O7,17tO1 ht'rcbr: GRti Ac[o*: ],lOtlO'IlFlED
Comm€I*3: tha{t to ldd b.rnch {ne lo ldtstrcn c€'fkro Sor aub-€tlutolt h conf$fiion wlth hood syriam, OK |o
rra r,nhn rlnce *,lf rsnreln accarCHc rbove suepenood caUlnfi $es. Nil branch ri{rel be
Dnrililft.,hrliBd & lrEoeel€d.
O7!17to1 hrocdor: €RC Adht'! PAPARTI,AL APPROVAL
Commonb: Unlr { ?2 & XTe lEl4.hr af,,lv. 56 pol tctti.07/t90l kt0D.clbr: GRC ' Actlon: PAP FTIALAPPROVaT
Comrn nB: t il 3a2 GHU| ooty, S prl teri.lbn: 32O ilEcl"l-Erh€nd Hoods, - Apprw..i -
d9/o7lth h|9oc$r; ORG " A.flon: PAPARTIII i\PPROVAL
Commoflt3: Unf 519€nly orhsr{ & drvar duct3.
O9O7O1 Utr&ochr.';''GRG ' AIilon: PIPARTIAI-r'ISPECT|o''I
cornffing: wCo* crlc{-1ry ireo*e thrct trorn oow htlchen hood lhrouqfi tloorB }5 tto noot uilbsldo of ldd$I. Wlfl Sl nfulo Inlp€cl conn ctlon lo grffce t|aod lt-Hrdndtof\ Nf rop. P.netdront
fro{tcfi sc{r lloor lfc b !a fr€ cstdkd.oelr/Ol hsodtor: GtlG Ac{on: (}TCORRECTPNREOUIREO
Commerit: WdftLd orcr3e dlct Conn cton to ] vD€ | lrood ond Brl€ruCon t'trough toot OX er6igl 2 hohr h
hld on althar slda of .lucl n$r trar}s|tfun ltorn t damular b rctFd cloct tbot c tlood. Abo, tsrh.tl
qnghrair€rl plms rflJst Do rui{ilnsd for rwhiy cnd rsqulrett locdonc h{ chono|,|s n€€d tD Do
deftrmhrd.
09/t&01 htp*tor: €RG Acdon: APAPFflOVED
Commorils: Vorrta{t tnt hola in $Btd in gfraa€ drct hd boen ra?€lroo. hC dryianit t3mov. q.ficr & |nml
lnvol! d ol6id duct om.l06uri ln thE loctllcn.(BI2SO1 INTCCbTI GRG AdhN: PAPARTIALAPPRO{/AL
ComnrentB: t ffi 820. 6al , ?vl & zza bdr. l(tchcn & dryrl veflt ducts.
1ry10/01 hto.dof: GRG Actlon' FAFARTIALAPPRCVAI
Cdnmenb: t.krlt 516 only, bdr, ldthbn & &y.r \,ont d$ds.hn: iXlO llEct+SlptIyArIorn: 340 ilECFFt*Lc. Apprsnd -
Gy2&01 Ineocctor: Gf,G' Acdon'AITAFPR€/ED
Commtrrl.: $*'r'rEf t,b|Irg, S. l/2, sarsse cnblfica drnc, tmFdi|fl
lOlV2tOl h.D.cbr: GfG Acfion: rqP /FPROVEDoTffifl# *M|l t"%@ handr@pad '"Tm,olB m8l#d"* to bns pah' 1oo p6r.
Coftxneots: gfffiBlt b$eE. N. haf of mtrance crflvg to md(trto oarro, lmDclt6t-
10?w01 kr|D.cbc GrG Ac{onl PA PfRTIAL-AISPRdVAL
Comm€rdr: Snartim* helno hr 6rhrr lo Iraih camDsctr. t 0o Dor taEi-
11,OF01 h.D.ctor: Grc kton: f,pgrppgypp
Commcnb: Snoriln l tnblr0 E , ot N. crfl|Enc| ddro on afrrar rldo ot t!.h dumFqlr acas p..t, alr i|J on e
Et Dcl.1l/1wot lrilboclor: gRG Acilon: PAP/{RIIALAPPRO/A
Ccnmrsru: N. ho(ftaDpcd nrrp ard aDron h Foni of ll. vsltaculor eflfrncr ('hje. l{D pcl.
1tl{6/Ot lFsD€ctor: -'GRG Aclbn: pApAFThI.APPRO\JAL
Commdtt3: rnd,nrmn tr.6#rtt el r. p€dc$r]an.ntrarK, b llnk $p wlth polh to craok ltell, 10O Psl. AC(€d to
rdurn hhr to{ N. -nor^m€f I hsrxncrppcd ranqr.
li.m: 390 irECl&Fintl""iit\i'tai tllo.ctor: cRG A.eoril P#ipAiidfi['6ppqo/ALCoilnsflt3; Otifild t rt of cabofi tilorlod. deFaiol I romolrtl syr .tn i! F€tFrE gpraoo.
07r03/ol hro.dof: COAVIS Acdo{r PAPARTIALAPPROVA --
Comm€nti; POfi BAr\ffAUET ROOII Ahff} PUBLIC BATHROOfl$ ONLY
Os07i01 !tt|0.trr: GRO Artlon' pApARTIILAPPROVAL
Commenlr: Lobbv'oficr |'s onlv. hrD tf, anffffion|m rt lh|* iltna.
10n9/01 Inrsffo.: cDAvlS' Attiofi, PAPARTALAFPROVAL
Commmt5 : Ut-IlTs 31 4,31 5,3{6,31 6,41 5.if 1 tt,41 7,{ 1 I
FhIAL FOR TRhil. BASEBOIRD F{EAT. ANn KfICHEN I'OOD OilILY
EXCLT DES RREPLJCCES, DRYER CONiECTFNS AND COOtfiOFS.
11/0801 |rtrocht: eRG Aclircnr l,lol.loflFlEb
Comm€fiE: Prtjl{em rfih s{rcklm cblhas dn €{r - tlo biq for tsslr€f,'dty.f clo6et$. G€r dbconnaCt,t{l bO- t hady rcc€.rtHa. frfd e|tscorfbacto{s thdrtryers muct t,.| rctnoro€bh, iricludlng gss & wil
conn*:ilo{E, nfio|rt crlfirto hols h ttrhftrd wl6lF. o|( It spforrorl accrls Fn lr ui.d rnoot
madlchi c.banai able !0 be l€|||otd tor Ecce6.ll/t8/01 hADiCION GRG AdOON; PAPARTIALAPPROVAL
Comm€r*s: thlh3t4,3t5,3t6&317ody. Unft318ftotrredy-smdlbrdborflbqrcto6rdur*&ldtcltnonnrillrlkr$H.
11l21tm ln$edor CDAV{g Arlbn: PIPAFTIAI$IEPEDT|oI{
Commants: IJl\fTE 414,416.416,if1 7,318,, TIIJST NELOCA1E Off REPIPE OA$ LINES AT ONYERS FON ACCESS TO GAS VALVES
REPT131 Rrm Id: 10?8
07-0&2001 lmpccflom Request Reporttng"z5e-ar!L-_ __..-__ .-__vatL*co.irolilitQF-_ -
FleqrrcEted Inrpoc{ Drte:
In$D€cuon ArGrlglt|Addrrss:
aaD.he@$o!
Acfhrt!,: ltxxllb" TyDo: &MECHgonst Tw|6: Occunei*w:qfien ANTTERS cot\Do ASS0C
Coffiocbil CUil TECONIROIeOOFeW$
Tu6Ed!y, July 03, 2001
6gI UONS}IEAD FI.VAIL
680 UONSHEAD PL
$ubrlff: itrAn
Pfione: 9/fiF6366
Ptro{l6: 9n}'94$2346
Ststr';
Inrp61*,
t8gtED€c
hcrfpton: ANTLERS REtlCru TtrtilPtiASE IS{,ONSTRIJCT|oN
oFGl,vs
Tlme Errp:
Kt+Frl
Reeueeh<t Tlme: S1!g#sr6
E7T.|1d BV: DFLORES K
\ tl '*El/.l.zCy.rq Paa4 5ilryr
.' t rtfun: P{ PAFTIAL s{SFECItO}l
.: APf,ROVED HOUSEI(EEPI}.ICi LAUNNRY DRYER DIJCT.
COIL,OTJCT f,.I I'IOI.,SEI(EEPIiIG.STOfrAEE,FFI'SEKEEPER OFFICE
DE ACCESS TO FAI.ICOIL.Frton' ApcR AITF IOVE0TORRECTION REOD
coNr€cToR$ A7 BOILER ROOrt FOR St AIF F2 BOTil ERS.
}B FOff CI-IA}'IGES TO BO{.ER FLUE AAN VENT
M,'ST iIOT @ERATE t'NT[- TIG STATE BO{.ER SISFSCTOR I{AS PROVPED
ApFRST,IL Atlo ALL B VEHT TERMIMTIOII P0{-jTS ARt A tt{}lllAJM OF ? AAnE
A|tYTlilftF WITHN lO Ui,lC SECI06.4
FATALL FIRE S?OF AT sffAFT WALT.IITJgT CCI,{6}INUCT A 2 T{OUR FIRE RESISTTVE SEPAFATIOT.I BETWEEN B vEhIT AIt) EXIT
EiICLOTJREh.D.ctoc COAVIS Actloo: APCR APPRCIVESCOffIRECTION REODF* E'(}IAIJ$T DI}CTS AT GARI(3E I'IAS BEEN hTSTAIJ-ED ACCORDfrrc TO PI,.AT.&TO
AFPRO{/ALS OsrAf{Ep 8Y T.O.V..SEAL AT FNE STOPS WITtsI APFROVEO FIRE RE,EBTIVE TTATER}ALS
.IERIilT.IATIOI.I OF EI, DIJCT ilTJST B€ FREE Ah$ CTEAR PRIOR TO TTIE OFOCC{JPAiICY
.PFIOVf,}E BAI.A'.IChIGWELOCTY REP TT FOR FA}I$ ASAP
.IIITFOG AF GRLLS AI'.IOOPEMI.TG T.IOT COT'FLETE AT TIfiS Tn|E,IflJST BF COIIPLETED
BYTNTE OFOCCL'PA}.ICY
- A TYYo i+olfi nRE RESISTIVE D{.CT EitCtOSURE I$ ITECRXRED AT TP{E ENTR^T{CE OP
T!'IE EXTT EiNLOSUIRE
Aclbn: Ft PARTFT| h$iFECTSSN
ftl1,vo td{2
fg"-"eo'"'- Ofsf,Yccts
In*ocof_Ep Hl*torv
rbm: 2m *i%€frflt1
Conmaltg:
tutw
Co|tmr|d3:
12y13i00
Commoilr:
fi2/06'o1 hof.do{: cdruh
Run lcL; 745
+{s
REPTl31
I1i'*t i ,
ll(rd.y, Oeacmber ?4, 2001
6T0 LK'I{SHEADPLVAIL
G8O USISH€AD PL ANTI€RS LODGE
Plrofia:
Phonoi
Phon€:
$ub Tlpe: iIAPT
ultg:
TIIG, GAI} tIhEE
U TIC FEES TO PERNT FEE..IqTHY
SiS.r: ISS{JED
h6pArsa: GG
Fmfi69
Cornmd*r:
07i2(lJm
Coffinor$ti
oTnUw
Coiln.|rt3:
oTEnNOcstrr|.nt:
08fix1/m
Codw|ab:B3{ym
ConrnE|rb:
€/o6rtx!
Comrnntr:
- ADoFnrd -
CD
AFPRSVAL
CD
CD
APPROVAL
lNc.
lNc.
30+322-E144
il}}342"8144*s6386
Requs*bd Tlme: 0t;00 Ail' Ffrlr: 3&3i12-Bla4
Entarul S: DFLORES K
tL/Lrfdr
- w6br cotumn l.6t nnirofinH ft{ DrVV I LhlE RED{JCED TO 6 STORI/| DRA,tl
) ALSO epFROVEO:lrluST TE9? TISS SYSTEi I AT POI.IT WHEN lT Rl,rlfi]
Ite.dhr: CD Acdon: C.OCERTIFGATEOFOCCUPAiICY
AODTL COiruS - rffi c-h,'nn lFt on d$n & D.rlr.l dotm dt h llnc
I'lPeChr: CD ArIbN: PA PARTIAL IJ'PROVAL
finitrnlcd room AalElr|tD.cb.: CD Actlon: COCERTIFICATE OFOCCIJPAI{CY
ADDIL COMIF . 10 l|tlt cotnttfl Ld dotm dill|t! at rm. locatbn t0 tlliff colunn t dI|!9&r: JRH Acdcn: PAPARTI,'TAFPROVAL
PAIITIAL A'PR TAUIDRY
AcfloN: .PA PARTUL PPRO{/AL
AciloTT: CO CERTIFEATE OF OCCI,PAI'ICY
Afilon: PA PARTTAL APPRO/AL
A/Pn)lnlbrmdoil
F{tqucg$d tnlpcctDrb:
lnrperjton Area:S|bAddf3$r
TYPC: B.'PLIIB
OcctDaifu
REPT131 Run Id: 1168
Itar 220
coir;lffirr i'frrr siouo-frii -a
. I Lts1&y{Swphrr€l-zI mo9 rh&sa.fibly btnl -3ffil colwn tcri p€rtbrmod
11/trH01 h.p.ch.: GR6*'-"* Acihn: ilfi tDTREADYFoRfNsPEcTToil
Commonb: t il3a1 nol rady, mk6fils rmbr clomt.PtM&RouSlyD.W.V. h A6d'nr;ixl "t(I040O hrDcclor: JRll - Ac{on PAPA'?TUTLAPFROVAL
Cotrtnrnti; PARTIAL APPf,OVE ZND TEVEL KfTCHEN IAID PL,BLIC BATFNOOII|S SOTJTFI4VEST
.Ac{on: APPRAPPROVED
ftr Bamurt.oom tllfoomc
t$o\rn". r TT{^f*rt/ALAFPFovAL
NIF}.A WATERCJ$' UIUN EST I
)I{\PATCFFAIDiIHROIJ$11 p65111ATlOtlS
AUS \ A{flnn PAPARTI,AL APPROVAL
I.hI LOBBY AREA \
9ffiI"o"*TTALAPPR.VAL
*ffi*^pnrrligAepRc,vAL
{wncnbi Lornfft hrt$ !.rldfrg Eraoc, srt6r column,11io2iw hs3.r!d: ichnlc- - - A.sofi' PA P.ARTtll;ppfigy41
l|rBpoclor:tfilt 318 (
lnrD.cbf:unlt,ll4t
NTESTItt TI-|,AT A REltvlSPECTlOlJ MAY BE REOUFED E REFOUTED
o hnN€oilPll,lt.lcE FoR Am s]ffomR STALL DhENSIOiIS
Acflon: PAPARTIAL APFROVAL
CORT{ER 1O FT I{AED1lEgm hto.cbn CD \tff' Ac{on: PAPART&ILAPPRC}VAL
COfit'TIflI!: DYSVWATER COLUT,|N TEST IOCAT|ON AT.2 LEI/EL OF PARKhIO SARAGE PUBLIC
liEETROOltt
PATCH AtL PE}JETRANANS THROUGH rtOORS
Iz|Ol/IX} Ir|sgdof: CDAVIS AdUOfl: PAFAFITIALAFPRSVAL
Comm.'ilB: DI,W TS'PECTED AT -3 LEVEL MECFIANICAI ROOIrI I',OP ShII( TESTEDD WTTH 1(/ WATER
colr"rilitTEST
.TTUST ITIOLATE CAST \IENT FROM STEEL STUD
OA'13,O1 h|9*b'': CDA\I}S AcTbN: PAPARTTALAPFROVAL
Cqflilent$: Uf.bER FLOOR DWV TESTED WITH A 1O WATER COLI,TIN
AFEAS I.|SEPCTEDARE
-IGNT RlJil FOR OfiEASE "rRAF,FLooR $lt\fi( Ar.lDALl KITCHEN SnC(s St EAI{OUET
ROOT S
(Erio€Ytll
Cofirmont3:
03l3OOt
Commcrds:
tlul&,ot
Commeni*:
wldo1
Coflrflanl!:
og13V0t
Corrmor*s:
(F/14tO1
rALt t l.lDER FLOOR Dtnry SER\nilG Lri{TS 3{4,315.&3t6lnr*i*or; At Ac{o*r: APPRAPPROVED
r.8{T3r
AI'PFCVED
TE8TEDWN'HWATErNsr$wERcEnJ}{i
TlclNs-'
Actlon: PA PAFTIAL APFROVAT
Q7t17
Co rmmts:
07/19l0l
Cofiment$:a7rutol
cofiTn€fit3:
mlv. WN!.r c{{urn t.3{.- Ac{oO: PAPARTIALAPPROVAL
, wdrr co{umn ioiL: CDAVS ACTION: PAPARTTAL APPROVAL
4TA 6TP16YSP UND€R WA1ER COLUMN TESThnp.dor: c{hvtr Acfton: PA PAF1qL APPROT/AL
lvrtrr column bd tor unils 514 & 515
i\ctlon: AF APf,lio\lED
ACTOf!1 PA PARTIFL APPRWAL
Aclion: PA PARTIAL APPROI/Ahr9odor: GRG
UnIb 517 & 540 cUnlt! 517 & !4r-oof/, wsbr column bd.hlDlc,oil C'RG Aciloil: PAPARTIALAPPROVAL
t nllD 601, 5?_?-.!18 & 521 o{rly, wdor column !Q19. _Ineprdor: GRGtm519 nol mcdt
' Artbo: NR itOT READI'FOfi INSPEOflON
0*ury01
Commorrb:
@t17tgl
Cofimonts:
08l/2301
Commcr{s:
08n1/01
Cofimonir:
090401
Comm€l{c:
€/17i01
Cornmer{!:
09/19/Ol
Comrn€r$s:
0g?t/01
Commenb:
0ry26d}'r
CommcnlB:
hsDactof: oRG
Unf 4?O or{y, wdof cohlmn b6t
lffiD.efofi GRG
Unlt 421 only.
I.ody for lnrD€cdDri.;DAIJIS Adbn: PA PARTI,4L APFIffOVId-
{TY EIiA'V TESTED WITH WATER COL|'Ji'hI TSSTORG AdON: PAPARTIALAPPROVA!
|n3D.cior: CDAVIS Adbn: PA PARTIAL
l,rlt$T 619 ONLY Dttvv TESTED UIffTH WATER COtuirhl
hoPiCbf: GRG AdON: PAPARThL
Un[r 601, 622, 701 & 722 only. r,rdor cokmn te6f,
AcflonI PAPARTIALAPPfiOVAL
122&
REPT13T.
lffiD€cbr: gRG
thlt 620 only, $rat€t cdumn lod-
Run Id: 1168
llrm: 230
C{rmmrnb: Flhes a6m or$y, trbr calumn bit"lI lllll El^r r-L,|lr-l.' tr rrx.r^.r-l'a'rPLllBfiotrlB-Rouqlvwd(llnBlffi hroecior:Appro^ed "$n8ft6 lntpcctor: I
Comm.ntr: {r? WATER
ln*pectlon Requert
Comtn€nts:
lU01/0{ lrupocilor; GRG
$fnentE: LJil Gat onlY. re!{631 only,w*rr cdorm hct.CoilnentE:
Co{rtrr€nb:
o
AcTIOTU PA FAff TIAL APPROVAI.
AcIbn: PA PARTIAL APPROVAL
Ac{orr: PAPARTI{L APPROVAL
PARTI,\L APPROVAT
16TA$IDCOLDWATER LhES
PENETRATIONS
PAPARlru APPROVAL
{BO*AIFTEST
t(yo4ot lrrtpecbr: -GRG
Comnanar: thil 616 onhr, rvd.r col|.trrn bst.
1W1AO1 hepeclor: -ART
ln$cdor: CDAVI6-' A.don: pA PARTI,\I ArTPROVAL{,? WATER SUPPLY LI}.IE8 TO EAfiROOM CROUP AT.? LEVEL IN PAfrKING GARAGE
TESTED AT 60' AffiEST
r\SSTALI h}5IJ{.AION TO FOLATE COPFER LINES FROM GATVII.IEED I-IAI.IGERShlSu{-AlOn TO FOLATE COPFER LINES FROM crAtVtlEED h}INGERSCDAV}$ Acflon: PAPARTIALAPPROVAL12/tt1/00 trrip€cb: CDAVIS Acflon: PAPARTIALAPPROVALmrn.[|b: ROtJofI WATER STJFPLUY TO TilCF, SINK IN.3I.E\IEI IffiCI"{ANICAL ROOM AIRTESTED ATComnrnb:
TOWAILr2ll300Ac{on: PA PARTIAI APPROVA
TWO LAT''.IORY $ERVNE LN,ES BOTH 'TESTED AT 60T ANTE$T
Cofr$tronb:
hl€AItnU€T ROONII A{D SERvlnK, UMTS 314,3{5,1!316 TFIR(IJGH
ALL WATER LF.IES lnOil USSII ALER riATERlAt"S
rFyrl!il0{Acflon: APPRAFPRO\/ED
rrs0ootn itrLr rcr.loc:l6t +
.ADOHN
-h89TALL
tlt/l901
Comtn€nti:
0ry1d01
Comm€n$:
os1301
Cflnrncnl$:
06t1401(bmmonts:
06f215&t
Comm,Bnb:
o7loryth
Commcntr:
31
07t17to1
Oommonb:
o7119/01
Cornrnoffi:
07/31/o1
comfi|en!9:
ffv09/01
Cor'lrnenfu:
o€vl7/ol
Comrnenb;
0e/r30r
Comnrci{r:
08/:xy0t
commcnts:
G)/0401
Coffinar{ii
0919101
Comnenb:wztD1
Comrn*nF:
og/ta/ol
Comncnts:
09€7/01
Convrranie;
lOOl/O1
lncpodor:
Un[ 318 c
hrpectoT CDAVIS Act|on: PA FARTUAL APPRO/AL
FOR FITT\ESS ROOiI IJND€R ST}# AIRTEET
REhlSFECTlof{ IrrAY E REOUIRED DUe TO R€IOCATIO}I OF I.NES Dt E TO hlohScoiFLlAl.lcE oF sHomR STALL DstENstor.ls FoR ADAAccegs
lnrD.{rDr: GRG Acllon' PA PARTIA,I- APPROVATlhnr 12a & 22? onfo. looDclt !b.hlsP€CbI: 6RG Ac{on. PAPARTIALAFPROVAL.
Un[3aZ (EHt )ont, toop3llFl.hoD.cbr: CDAr/fS Ac{on' PAPAIIT!{TAPPROVALIAfT {?2 lM ' ARTESTl|lt$.chr: cd6,k Aclloo: PA PARThLAPPROVAL
unlb 514 & 615 und.r { 0O t alftnt
lnsp€cb,r: GR6 Arllon: PAPAFnALnFpnmt
Unn4e0only, 10OpC.Insp€ctr: C'RG ' Ardoi: PA PARTI'AL APPROA/AL
Unn.l?t onlv, 80 prl.
IMPctoT: -GR€. Aciion, PAPARTIALAFPROVAL
Untb 517 A 52O o{W, 10O prri alr bds.
||IEPOCtT: GRG . A.Too: PA P,d?TU\L APFROVAL
Ufllls 601 I S?2 (1 tl$), 618 { 100') {1 5?1 ll lOD onlt.ItrsDECh: CSVIS'ACdon:.PAPARTIALAPFRCUAL
UIfrT 519 OIILY lOO # AIRTEST.REWORK ALL tsOLAlERS AT COPPER AT.ID SIEEL STT"E6Irgpdor: GRG Ac0on: FA PARTIAL APFROVAL
Unfrl €O1,522.701 &722 o{ilv. 100 Frl b6f,,h.Ddo': GRG - Acdon: PA PARTlqf, APPROVA
Ud6a0o.lty, {tDpclH.fiBgtsb|: GRG ACdOI: NR NOT READY FOR hISPECTION
Ur$t 8:lt nol rcdv.
In D.clor: GRd Adlon: PA PARTIAL ApPROVAL
I
I
i
IIS Ac'tlo{r: PAFARTIALAPPROVAL
LII'IES TESTED $'NH AR AT 5{T
Run fd: 1168REPT131
Ij
o
I
I
i
2&
rtv(wor
CommonB:
lA1enr
Cornmar$:
oan70t
CdnrncrtB:
04trv01
Comrnnl3:
06i31/Ol
Connnrnlr:
G)O40t
Con{Daads:cg1g/fi
Cofimeflb:
PLUB-f,lbc.
0901fioComfiffil]t
0fl01/00
Commar$e:
BRAINH
AFTEST
Page 20
PA PARTIAL APPROVAL
Adon: PAPARTIALAPPROVAL
Actlonr R PARTIAL fr.JSP€CTlOt{
FQR t0t SEtrrlAl0.l FROil $ETER TIR(IJGH PARKhIG GARA€E OiLY
FORFFTEENMilf,JTEB Ir UA$IFTC}MMETER TOB'.82 AND WATER HEATER
uNfTS 314,315 &316 50 t, saf &.EI
A.thn: APPRAI'PROVED
alr le*t O 1151 hr loom 321Actim: PAPARTTAI.APPRO/A
I5O'AFTEST
;IflITEST
fbn:
v2llxtol
Commods:
$I,09,01
Cofinnontt:
m|3{v0t
Coflmrnltl
o.Vl8O1
CommrnE:
0{tlgat
@Dm€fiti:(F/1GA1
Gommant9:
091301
Csnrnrnb:
06/2gol
comn9nb:
a7/31tO1
Commenb:
ososvof
Comm€ob:
fEocclgr:
Aoblo|tdrEocbr;
L'hfTs 32
4ry
.t
:,
Ail0.!I
rttfT
t.*\ffT 314lmrcff: CDAVIS lctotr: PAPARThLAPPROVA
titf,T 3tE TESTED AT 4?tdrhdtltfiT 316 TES1ED AT 4Zfdrhcl
lhilT 3t6 TESTED AT 23I AfiITEST
LhnT grT TESTED AT 3tr AfrTEqT
hil'crfDn* cdrrrls,tlln6il6fl forrcmft6fe60arm.rl
: .PA PARTIAL APPROVAL
@ I alrtril fof f/o .nd dri/€r
& Sa rl.b.t sor-dnlrr €6 .ld.d for 7D
Acdon: PAPARTIAL APPROVAL
t rlb 5{H & 524{5$), 518 t42 & 3{ri & sal {28 & Sfft.fiilP*hr: CDAVlg Ar{on: PAPARTIIIAFFRO\'AL
UMT519 OrtX-Y
Actlon: PAFARTI,AL APFROVAL
Acl,on: PA PASTIALFFROVAL
Acdon: PAPAFTIALAFPf,OVAL
Aclhn: PA PAffTTAL /qPPROVAL
CO CERTIFIC.ATE OF OCCUPANEY
oF Br.,tto|t.t6 sEwER 10 [xJcTLE tRoN EEtMi
I GAOETS THIS LINE IS PIT}ICED AT IA PER F@T
l€ RtJl.lrdc AT {/16 PER FOOT SOR 36 CAl.l }.|c}T
.:{rl
"ii
.h!$Tru RI8ER CIAUPS AT FLOOR LN,ELS ATTIO COIIFIETE PENETRAIP$iI PATC}S{G@21/Ol h$.cloc GRG A.!on' PAPARTUtappnOVftCo{ilnfitB: t nlb 601. Itlz, mi A 72A onrv, 32 prl l.|t.
{lfy2&Oi hcOrdor: ORG - 'Acdon: PAPARTTALIPPROVA
Cornrnanb: t,nn deo ontt, 50 Da| ba{.
Gy?901 lilpsctfl GRG- Aclin: l,lR ],lOT READY FO,R |I€PECTIoNCoil|nr|rb: Unt 62t not rBdhr.
1UOl/OI In$cGTo': CTRGS Acdon: FAPART}ALAPPROVALCofim.nb: lJilel on|y, soDni.l$04O1 lmprctoc -dRG- Actor: PAPARTIALAPPROIAL
_SqqUEnEi .Udl5l6 ody. im pti
FLil&Pool/llol Tubngil: tso
nem: 260 , ;60*"o:
LilE
AT 12
l|rlDocbl
ADDTL C
REPT131
TH8 TNiE
Rtrn Id: 1168
lbn: 29O
Coirllanb:
O'l/1801
Commcrls:
{}v19101
Conrmrl B:
0l|/19401
Coilmaitr:
PLilBFInd
1zit8100
Co|tun tst:
o7lt'3u01
Cfl{fionti:
o7flryo1
Comno|tl:(p31('t
Comm€0b:(pl7/O1
Coftmettb:'
1A17n'l
ht9|cbc CDAVIS icdoo: P,{PAFITIALAPPROVAL
ROOF DRAhI LNE$ N LOBFY AREA
{/{'LhES TESTED Wttl{ WAIERffii: cdrrb AcJon: PAPARTIALAPPROVA
R(bF DRAhI L'}IES RUI.IhU{C TI{RU tsITT 317 TO BASEMENT OTJTLET TE$TED T'tfiTH
WATER COLUll,tl TESTlnrs.cbr: cfiv8 &fron: PA PARTIAL APPROVAT
C#PER HEAT LhIES TESTED AT 100, ARTEST AI{DALL I'U,I'IGERS ftAVE BEEN
ISOLATED FROi' COFPEF LTGS VYITH TAFE
Adon: : PAPARTIAL AFPROVAL
h€l tl91 E. si.[ & mth*unco oltlc.. Aho t$.ln domclk tlh $rypfy
tn *H;*
I p1 p511y11 pp66qr,41
b.I BANOI.,ET AREA OM-Y
--{ i.'', !
ll
nr
.!
I
SINK TRAPS
FOR ilNNET BAR AruO KITFF€N ENETS t'|OT RENOY AT THF
I(;ormfl|ll:
1Cr3(yot
Cofimenbl
nnwol
Coilm€nb:
1AzUo1
Commonts;
It6nv hed In btqr bdr ottktit315.: AFCR APPRO\TEDVCORRECTIO|.I REOD
11tg8to1
Coff|menlr:
11t1401
Cofimjrb:11mn1
Co{rlntard3:ruffin1
Comm€nb:,
1A12n1
Comnrsrb:
I
.Sr
ir,o
WTTHhI TTG N€XT 4 UI'EEKS I'USIT GET
PA PARTIAI APPROVAL
REPT131 Rtxn lcl: 1168
Poge 13
Rcqu€|t d lnsp€{jt Datai lv8dnrsday. Decemficr 1?. 200t' inspei$onArer: GG
$ite Aridress: 6$0 Ucl{diftEAD Pl- \tAtL
d8O LICNSHEAD PL. AHTLERS LOOGE
AiPe Intufms0on
Adh/ilv: p0$oc€9 TvFe sPLMg strb rYori' I'IAPT
cornr Typir: Ocrufra'nc,y Use
Ferc6l' ?1010;,?O60Oft
.Applhrnt XIMMEL MECrlANlCAL, lt'S Phon€: 3t}]-322-9144Cffiador: KIMMELMECHAN|CAI.,$IC. Phaoe: 3OS-33t-8144
orvner: AITJTLERS Co,t{DO ASSoc p:texs; 91$f366
D€scrlp{on: U}if.€RGRnE.W&V.DO&IF.STiC, HEAnr-lG. GAS Lit'lES
Cominefit: ASDED PLUMBIf{I3 AND MECHA}II$AL LN FEE$ TO PERMTT FEE. 'KATftY
Strt|r: ISSUED
fiso Aret: GG
sffihSeayeced lnso€c$on(sj Vpf1\
lbm: ?91, PLHB-Ftnd t'i\,f
Reoueclor: Kth,lMEL MEC,I{ANiCAL, l}J+. n\Comfinnls: 3$19O1-(F6P *r 32O ait(i & |
Assl$€d To: JIvIONFTRAGONU(tf 3&O -nctkn: rlnreExp;
4ra 66p l" Prcp,ew Etruti tt 1 st+Nre Trcrs*r'-a t gTtr44t4
6u,rYztz
-Rr"r,Nu,r P(c(nw,<_ Tp*p fra4n psf--ru' ,/uo*ttud/t r4ffi,wrfuSt',tlo/r1S t
^r6r
P"r,A/
Itsm: ?1
07i2O/00
c(xrnlsntg:
07i?O/ffi
C$irnants:
O7l't$0f)
Cofnmcnt$;
o7/2BjOO
Coflmaritf:
0&30rQ0
c0rnm€ 3t!'4ilv00
Commenls:
09/06/00
Cor,1m€n&:
osr05/00
Cornrtlsnb:
Ogi?!{t
i:ornrnonls.
t]gi?7100
Comm€nts:
10106100
Cor,tlftsni*;
10.:30i0i)
CD
.. APp|OVEd *
ACtiON: FA FARTTAL APPROV*I-.
APPFOVAL
lrltsedorr C0 ,{rrion; CfriIERTiRCATFOFDCCUFAIIC'i
ADDTT COfrMS - wdtu (.:olurfifi tiit p€rtunnod fsrr UWV 8 i-lNE nEDdJCED fO 6 STOftM DRAIN
UNDERGRO(JNO ALSO APPROVEO:MUS.I' TE$T THI$ S /STEIN AT PCINT WHEN TT RUNS
V€RTEALfi8p€clor: CD
PARTIAL APPFCVAItruprtrlor CS ,q(lfonr C0 CERTTF|CIITE OF OCCUPANCY
ADbn, COMMS - r,rrrrt r calurnn tegt En tu! ,!t Dor{al *tst.n dtgin llns{r
hrDoctof : r.lD A{tfon: PA PAftTllU- APPROVAT
nrehhanb.t room t,tEin
kllmactor: CD Actlofl: CO CERTIFCATE OF OCCUpANCY
ADbTL COMMS . {1, ktar column to* rlsnn droir13 rrt tome to,r.ruid! 10 Yrtter co|r|mn teli
Inso€dofi JRH A,:ljcrr: FA PARnAL AFPR$\JAL
PI.dITIAT AFPR LAUNDRY
lnspecbr: JRlil P'rikfi. c0 CEf{TIFICATE Cf OL'CL|PANCY
ADDTI. COMMS - STACK, STORM &RAIN ItJ }IVATER METER fIfuI A}JD FTOCR ffiAN WA/ IN
SAME,AFPR EXTENSION 03 STORM FftCIM FOILER RM ALL 1OFT HEAI)
lmpecio{: Clt
PARTI,AL APPROVAL
AcTroc. PA PAh TIAL APFROVAL
lr|tD€ctor: CD ,,kfioflr {:C CERiIFICATE CF ':SCUPANCVADDTL CSn MS bsthroorn group lo{516d $n k}i/ut tev€! south 5Kl€ ali s)Jttems t€sted \lldn 10
rvlrfier cd mn trsl -
tniire$or; CRo Artton: AF API}Ro"VED
ADDEO LII.IES TO & FFOiII ISRFJ-IE TRAF KITf,H;,I'I
lmDor:k|ri gR(3 lcrJon; AF AFFfiOVED
,{c{lon: FA FAFIYIAL AFPROVAT
Run Id: LL19
{l|'' '*=-,***4,
' "i:. :,1 trlii.
T:iTmm-- *-
il$pgqit,JnT'e;|ue!|tR€-iiortang
t
!
:
Page 32
liVcdrrcrday, Novefnber ?1 , 20Jl
GG
6EO LISN$HEAD PL VAIL
68f.} LIONSHEAS PL ANTLEA$ LSOGE
AtPrO lnformrttron
Ariivfty:
Consl. T)nl6:
Patcel:
Appliesr*:
Ccnlraclo{:
Ownar:
Deccrldion:
Commrni:
Fffi'OO6S Tlpe: S.FLinA
- Cr€.up6ncy:
210107?O60fn
XIMMEL MECI.!ilNICAL. IM;.
t{rMMEL r{ECl-iANnAL. :t'C
ANTLERS COI'IOOASSOC
Suh f,vji+: tl.\F T
lrs'€:
Plu}|1e: 3)3-322-AJ 44
Phorcl 303-:3!?-8144
Pho'.rg- 945.53€S
gtrlus_
lffip Area:
ISSUEDs
UNDEIIGRIJD,W&V,DOTJIESTN. HEAN}JG, GA,$ LI$IES
ADDED PLIJI'BIT.IG AFID MECTIAI.IK:AI. IjC FEES TO FEI?TIIT.FEE. - KATI|/
Fl€{lu6steo finre: 0E;00 Aftl' Phone: 3o:},::22-81.td
Enl€redBy. DFLORES K
.{ERTCAL
OTit*oO lflssa$o.: Ctr Ac$on: PAPARTU{L.APPRCT,'AL
Comm€nls, PAFITIAL APFR<)UAL
0?/l&0O Incpectos: Ct] Ac$on: COCERIFXJATEOFOCCUpATCY
Coftmaftt$: AOnTL COfrMS. notctr cciunrn iost orr thrv & ped{al riorm d|Edn lln€s
09v30/0C Inrp€dfi: CR Ac{IoTI PA PARTIAI. IPPROVAL
Comrnents: melhrfiicll n)om dr.ring
O8/30;rJO ln$rclof: CO AcUr/n' CO CERTIFICATE OF O*CUPAI'ICY
CorflmGnts: ADI,TL CCMM-q . '10 wgttr colHmn hJ6t sicffn drotns at gdme locrttc'n 10 r',||r column te3l
09./O5;0O InsD€clor; JFIM ,ktJon: PA FAFTIAL APPftCvAL
Commanls: PARTIqL AFm LAUNDRY
0gvll$lf'o ln$D€ctor: JRM Ai:ton; CCCf;FTIFICATfOFOCCilP.ANCY
CONIrNENI3. ADbTL COMMT; ", iiTACK. STORM i}F(At.I IN WATEH METER RM AhID FLOOR DRAtr{ WA/ IN
SATtr.API'R EXTENSiSN OS STORM FROM BOILER RM AtL 1OFT HEAD
0,912?i0O lrnpectu: CDComrl$lti; FAFTIAL AFPPOUAI
uurr s-7 mpguF$[1r. 3',S 'liFpeorad- ,rusrvtaL €+p or.r6lrcr^/€@ &nl6q
hspecton fllsjoff
nrm: Sl0PLMFund€rot'sund *Appfr\aC*
OTECU0O 'lnspe<;br; 0$ '' Actlon: PAFAfiTIAii-APPROV L
COthMgT'T5. PARTIAT- AFFROVAL
O7l70itn liltoeclof: CD rcton. CO CERTTRfiTE OF OCCUPAI.ICY
C$nnrenli; ADb'fL COMMS - \rorer colunin tret rarfornietj fur fifiiv g LhlE REI]-CED TO € gTORtul DffAIN
UNDERCROUNO ALSQ APPRC,VEI}:MU$T TEST THIS SYSTEM AT POINT WHEN IT'RI,IIS
0s/27l00
Comm€ms:
r0i0fl00
Commats:
10i30i0fl
ArJo{t. PA PAftTlFt- AFPROVAI
trsr'{dor CO ,rqjon: C$ CERTIFCATE C}F OCCUPANC'r
ACDTL COIIIMS - brtnffrom group hco|e{t en lo{,ar kfinll souttr ekh all $ys|srni t€sted wlth tO
wrvlar column l€*rhsirortor: GRG Acrbn; AF,TPPROVED
ADDEDLINESTO& FROM GREASE TRAP, t(ffCHEN
, REPT131
InlF€clor': JSRS Actfon ,&P APPROIIED
Run Id: 1071
*!$tn'
07-03*An1 h*pecton Request Reportlng.25?eL-_ ___-* - --.valL-co-:-rQtill{-oE
ArP,DlnJomttlan
Reeo€stGd lrcpectDate: Tucsdry, July 03, ?oot' lnro'Gdflon Ar|a: €G
SIE Ad&rrsr 680 UOf,ISHEAO PL vAlL
680 UOf'ISHEAD PL A}'|TLERS LoDG€
Foo{(l€o TyF: BPLHa SubT}?c. IIAPT
KilfrELmect{Ancffliffi@' prffii ro^urqraa
Ar,tTLERs COIIDO ASSOC Phono: 9{65366
LTNDER@nND.W&V.OOftI8STIC. HEATlhrCt. GAs urlEs
ADDED PLt tEF.lCt iCl|) tffiCHAl,lCAL Ln FEES TO PER[,llT FEE. - ]fiTHY
Stafrli 198{tD
In pArf,: GG
R.Ssqitn |nfnfgl$gt$l
tbtn; 200 fl-fla+|ncl Rsquc.hdTlm.: 0f300ffi
ft€carolbr: Kn[6ELlffiC+{r$.llC L, lltlcJDov*t Fhonc: S}}9O1-{ISP
CodmorG: q$ilc rdofii8, |VH.L CALL@Hn: bGootrLL rrnreErp: fr Enn"*dqr L.A,TIPBELL K
^ - N ;- ^:Tu*'- , Yhg11lqtL ffi'vr0<'V.lgr-rc. Ye:4Poarvrs ouc.l '" r"r'
- PzrusPrcn",.l Zaq'D Foa koaQ' €tila
fr*LO t+l4rll0 9tYvtz
ppaoaonxfrory J nt>t1;'.-l Dpfr\J f& {<e $*CFIZ n
fbm: 2lO PLtrBund.rdround "'ADDro$ad *
07nU00 }|caeaor: CD " Acfto; PAPAftTULAFPffn#\L
Comm$ilr: PARTI t APPROA/ALCoftmffilr: PARTI LAPPROVAL t r-r.lv-
078(}'00 fFFocbn CD Actlon: COCERflFICATEOFoCG{PffiCYCilm$rtr: ADDTL coGllit$ - \!u!rr c.tumn t c narhfln d ior Dlfil'8 LU{E REU,TCED TO 6 STORil OFAtr{
tJi[)€RGilIOIJTf,T ALSO AFFROVEOTilT,ST TEST THIS SYSTEM AT FOINT WfEN IT Rt.[t|8
VERTICAtheg.cbr: CD Aclbo: PAPAfiThLAFFROA/AL
PARTIALAPPR0\/AT.
FISD€Ch{: CD ACIbN: COCERTIFI'CATEOFOCCIJFA$CY
ADDTT COfffS - hi*etr cotumn icet oo d{vv it md$ stofin drdn [nc
hspecfr: CO Ac{on PAPAR?!iL.rdrPROVA[
mcchrnlc|l mom dralns(H3Om Ftroecbc CO A.ilon: COC€,RTIFICATEOFOCCUPAI{CY
Cofiilnirds: ADbf L CCi{fi,S - '10 *dtr coluwr trc ib{m dr*B d silt$ lordfi 10 hder cdum l.|t
c[y0tr00 lrED.ohf: .nM Arlion: PAPARTIALAppROVAL
CoFlm.tlts: PARNAL A'FR truNOFY
CEr,06EO hffi.clor: JRtl A.don: COCERflFTATEOFOCCUPAI.ICY
commsilc AnbTt coMr'tg. sTAct(,8ToRu DR fi.t ht lrvATER METER RH Aifn FLOOR DRAilIUW r.f
SAt E.APffi EXIEMIKII-I OS STORM FROfl BO0.ER RI|AL l0FT }{EAD
{X/z?,uO hrro.cior: CD Ardon: PAPiRTIALAPPRoVAL
Cor ndrir: PARTIAT AFPf,OVAL
{Xn?rm hsDrcbr cD Acfm: cOcERTFKAIEoFoccUPAttlcY
Comrntnb: ADbl1. COiltiS - bothror,{fi g{up locdod on lorer hvd muth slde 0{l tptemr fedrd wdfi l0
arhf cdurnrl bstl0t0gm hdlsclor: 6RA Ac{on: APAPFRCRED
Comm|r I: TODED LI'.IES TO & FROH GREASE TRAP, K]TCHEN
l0tiX}lm hlpcdoc GRG Acton: APTdFPROVED
Co.ilnor|r: Lo{Ha hwl osrtdm c€rooe, wat r colunn.lll@N) lnrp.clofl a(|.vb-- - AEdoft' PAFARTTALAFFRoVA
Comns.|E3: I bgth orouo kvol -?t hardru oiqrs lowl +I fl?op rfnli asien$ly hwl *i
r9lrra cdtffm lfil Fiffofircl[.In: 220 PLHB.Ror4lrtD.W.V, " rpprond "
07x?8m
Comnrnti:
07&ann
Conilnrilr:
{nf;xv0o
C,ol|ufl.N{r:
REPT13tr.t\
I ... i -.1 i -rl
Run 745
of"
-.n Tgs Ora f a 5{" R.ryGsledffi#"?.*i Frldly,trffch0s,2oot f(f 3Zr f#f
',HffiIffi: &* 3 rt aaar o't'4 )'
srb Ado'ts': 3S ffiHEiB H#hn"t tffii.': {1t ^rf ,ov Lrrrf r_...rr, r un ant t t*.w w1( ;7 3 ZO l
rSr-Z 7AJP,Dtrfonnrton z2+tt{t;,?Z 2D,
^.trft FCIISEg TtD€: &P$ia sriTVpc: MPT -'S:tru!: EIBUEDcoodTYta: Crccurdiy usc: ir.D^rt: GFPridd: 210102ilrdm l?n*r?hr aaft.tF,londTnti: occup.itf (fsc: rr.pArr: GG
"trH illlffi**Al,r.rc. ,' prron: s&302-8144 &%e{fft
Cotrrclor: KlfrhrEtlIECMNCfL.hlC. j Plrom: 3{B-32281,14 1''e"" 6e 'oiln$: 4q&ERs_9Qlpgf€qgg^_^;.-._..- Ptpn: 946.txF6 l,{or €53 tOvner: AI.ITLERSCO0OOASSOC i Ptpr'r.: 94&{iiEl6
lhrc|Filon: i[BEBAF,ip.w&y,qql#qT|ci HEAT|I'F, 64s Lll€q__ _ __ffii XtrfiFtiXditr ffiEciflftffii:'fr HEs'iffo Rilr FEE. - KAnrv 2 U' q
- 6-ea " :' a u,tfr6sfatuag"-Pe;fuo v4r/48R.6rFtd r|lo.citon(tl
lbn: 2CO PLBill$c. Roe(|3ctd_Tlnu' 9lioggqPhom: 30$gX.@
-Cqttimdr Wl-LC l.!ppor.th rubllctdrocrArdgnldTor Rl tllQrrturz Ettu dq,: LCffFBAn |(Atd$IilS *' fr/nore r&noEn: Ennlr'dry LcarEElr K
bm coflflilr3 l[Elrctfrm: p RTI|L [,ts*cfENcFwttDs'tc sEmR 10 n crLE noN EEhF IJSED
ffTH FACTOFY EA|FPRESST'N GACETS T}NS LNE !S HTrcED AT 1A PER F(X'T ASC}
hlConrn$;forCoilnaob:
qlrEaton HlerYr hr: ?to
LOOIGDAT 12 STORII DRA$I LhG Rt'{'re AT 1/18 PER FOOT SDR 35Tt[sTt]rE
8[N.DNG SEYUER t$E
WRSBO !,|onw|tt, E. F lfig gf,tlg|e.ntt'|ce, dI b.t
aOdomD -Approttd -: CD- '. A.Ton: PAPARTNLAPPRq/A
ypz***
o7/:a{}m
Commeob:
0?/4v00Coilmffi:
PARTIAT APFROI'ALlff: -CO -'- , Acrbn: COCERTIFIC IEff
ADDTL Coffl|€i - wfir cofiimn H pdlbm.d ior DUyv I UnE RE
UiFERGROUITD ALSO APPROVEOilII ST TE3T T}SS SYSTEU
VERTICALtlfrlgffi h.p.ch: CD
Corwn |ili: PAtTltlf, ATPROVAL
{xy2?o0
Colr[|rqlr:
Cotnanar#:
Ac0on: FAPAftIIALTPPROTAI
wtilgcn
Comn nts:(n t{}00
Co.nilFdr:
Gf,TYOOCoormil*(l9/05/m
Coriln nF:000s,sColwilr:
G,'lTlfJf) lrEe.cbr: cD Ac[oft: COCERTIFICTITEOFOCCIPAI.|CY
ConcrEdr: ADDTL COilMS -_bdhroom group tocs!.d on loilgt l6rC tqfii rldo .t tld.rn| ffi wfir fOr[yucofrrnOF{|(yoflm hrOr*r:#md{3: ADDEDL
lO{XXn [rcp€doft
TT: GRG Acl{oo: AFAPPRO/ED
D LIT€S TO & FROI' GREASE TRAF, KITCFENIot: GRG A.ilotl: APAPPRO/ED
F!|rcblr; CB AEUo$: COCERnnCATEOFOCCUPANGY
AODTL @mfS - dlf colr.sffi bl on dsv & gcrthl $onn (r!h lh|shrPeobn CD AGdoN.PAPARTIALAPPROVA
trr.*:lEdcd rmm drEhEItrc.cbfi CD Adhn: COCERTIFTCAIEOFOCCIJPAI{CYADTI COmfaS - louf,ili cotrnnhddomdr*E dram locdoo loud.tcottttnH,hrg*br: .filt Arilon: PAPARIULIPPROI/AL
PAFTIAL AI'PR I ATJ}IDIRYlm9.cb.: -RM Ar{on: COCERTFICAI€OFOCeI PAI{CY
ADDTL COin S - gTrcK. STOTRX OR StI t'l WAIER IGTER Ril Al'D FtOOR DRAII WA, hl
9AIIEAI9PR EXTEMHON OA STORM FROII8C}ILER RM ALL {OFT TEADhrDacbf: CD Acuoft' PApAllTlALAPpRot/AL
PAilTi[A'PROVAL
colrEllqlj L(l** LFa Flrlt|g gefqf,, ffi cgrrm.||fi,'?itn f||po# aeurComnads I bh0rI l,ithsorDlord-?i bmdiv niouo LwfrYftouoLrd-2
cfiF rir$lv k
lrm: 20
I mop rhf rdottty lod €rffit cofifiin|.|lfrfltomrdPLUS.RougNvD.w.V. (OFdor.o
Arilon: PA PARThLAPPRCN,A
REPT131 tdrn rd: 450
?
TO FT tiAED
tao|/m
CommrttD:
a,ltuol
Codrrttilt:
RESTROOil
PArcH ALL PEhETRATTONS TIIROI.EH FLOORShrD-br: cDAlns Actlon: PAPARTI LAPPRo/A
II'gV hISPECTED AT A LEVEI MEC}{AI{CIL ROOT' }IOP SIM( TESTEDO WIIH IO TVATER
@LUT'NTEST.IfrJST ISO|.ATE CASTIGNTFRC'il STEEL STI'D
[EDecIof: CDA\,[S ftdoN: PAPARITALAPPROVAI.
tJiI]ER FLOOR DUI'VTESTEDWITTI A 1O WATER COLtn'hI
AREAS NSEPCTED ARE
-I/ENTRt[.] FOR OFEASE TRAP,FLOOR SSIK ANDALL KTTCfGN SIIKS f.l EAtflrET
ROOITS
-AtL trMxR FLOOF Dlrul' SEFUTIIC LNmt 314315,&3{6
,ttt ,Lilon: PAP RTIALAFPRO/ t
FOR TtIt,I} LAIJiDRY SERI/ICE LII.GS BOfi TE8IED AT Ed ARTEST,iS Ac{on: PAPARTIAL APPRO\/A
WTITIAIRAT6{T
ROOI, AlrlD SER\,[\|G [rMTg 314,315 &316 TFhOLKltl
ALL WATER LINES FROil DISSSIAI.ER ITATERTALS
hm: 23O PL]FRous[ulUrH (Orfir.rcli
11net0lJ filDacbc CDAvtS A.{on: PAPARTIALAPPFO/A
corfln rtr: 12| WATER ST FPLY Lff\ES TO EATHR0OI| GROUP AT -2 TEVEL hl PARXIIIG G RreE
TESTEOAT flT ARTEST
hFTAlt hlst ttTxrf.t To tsou'IE coPPER Llt€s FRoil GALUI€ED lUl.lClERS
lU0ilOo h*cctoc CDAI/IS Ardo* PAPARTIALAITPROVAL
CofitnHIti: R€IUGH WATER SIIPLI,Y TO IiIOP S${( $.T € TEVEL MECTIAITIICAL ROOII ARTESTED AT
LhESTOU'ALL
ffi*, c6?W"D Mhn: prpARnAlibREcnon',pAhr L A'mOvAr FoR tprrsEg46l FRSU METERftJEQ{ff pAfltlrtc GARAGE Ot{.y6O'AITTESTFORFIFTEENIIITIUTE$ '\\\ \\.
LOOIGD AT T ilA'.I FROII TIETER TO FI ,&2 A}D WATER}III'ER \ \
A tCI|.ftlE ilAD'f TO 6' }PIJSE MttlN TO 4' TFUSE MAff.l OiILY \ ', \
#RE CAT'LK AT ENTRY TO TIEC|'I^I{CAL ROOil+ROIIE ALtVAtvES VUTTH ACCESS AI.ID IDE}fNFCATF}IQY'3Vfi\h.DicbI:, CDAVIE AdIbN, PAPARTIALAPPRCVALCO||vnrnO\*HNF.5IC TO KIT}{CEN EOIXPMENT 5OI ARTEST
ERffiCH r"r{ES FOR RREP|-ACES AnD RAr-rcES FOR UiSTs Sl.l,3t6 &316 tO t. 62t & Eil
AffiTESTFOR EACH
ilem: 250 PltlBPool/ttslTub tffior|tDbm: 2€O FLlls'Hkc. (ffidrd! *ADprund-
(Pol/tD h.D.clo.: 'cD Acfrori: PAPARTIALAPPRoVAConurfl{.: Btillil\F SEVITER LhEffi ffisSvwnum Adhni cocERrFrcATEoFoceudfm*F tr'r\r"'' 15tr
Co[monTB: ADDIL COTfir|S. PARTIAT hTBPECTON OF BI,T.DII.IG SEWER IqEI|:FEB.ffiEEDI(| .. ^*. r
tftiED uutTn FAcToRy corrppREsstor.t cAGETg Tr{S thrE ts PTD|SED A\tfJlpf,N$f,Qg;*r-'':
ALgq l@l(EDlrT 12 sToRM DRAIN LhlE RUMrllo AT t/t6 pER FooT SDSSCANSII r t
TESTIJi'EATTH{i It|EtE3?t6EAfn{lis'?*ei'-'-'- '--"r'1:-----!':--- s
lo/zBm iEpjdi: ehe Ad"'n' APA'Pf,ovED Q"-\rs t R-* \
,$ mi wRselutwmcf.E.F.t.tggnlagccntanco'6ofheL gq1gltr \*r-'iri..r
t?t8ll00 haD€ftr: Offrl A"don PAPARTIALATPROVAL
coo nedr: lEffiE rdnbnanceofiC *\S-mffi:.
\rr 3ss\\S\
lars00
Co.trn.|ir:mtl3/ol
Cofimcrils:
lbm: 24O PLilB"Gae
ta1a00
Coiluffiib:
r*-'\\*./ \$r'
3 ,,r \tr s.rq \' 1 \\ \ \-
\(rt f,:f,r \r._s \-
\\? \\rrr \r I
ef.SECI,'REWA
REPT131
i *-.
Rrn Id: 450
\(/"t/-' Lt^l{t.aa ilrr:fr 4$-eg',ffit"#\woMfHH*ffi
#: *fi;ila,Affi ir -;ilr',*.'i tt\#
Otfice of Building Offlclol, TOWN OF VAIL COLORADO
.\&rron
TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
tutx 970-479-2452
www.ci.vail.co.us
January 15,2003
Mr. Rob Levine
Antlers at Vail
680 West Lionshead Place
Vail, CO 81657
Re: Completion Bond No. 184 71 25
Dear Rob:
Thank you for meeting with me Wednesday morning, January 15, 2003 to discuss the status of the exterior
improvements relating to the Antlers at Vail redevelopment project.
The purpose of rny letter is to inform you of the Town's acceptance of the exterior improvements which
have now been completed and release your financial obligations pursuant to the terms of the completion
bond.
As you are aware, Casson Building Corporation posted a completion bond (No. 184 7l 25) thrcugh
Insurance Company of the West to bond the incomplete exterior improvements at the time the Temporary
Certificate of Occupancy was issued for the Antlers at Vail. I have inspected the site and determined that
each of the items outlined in your letter to the Town of Vail dated December 27,200lhave been completed
to the satisfaction of the Town ofVail. The only exception that shall apply are those improvemen6 to the
underside of the chimney caps and gtease duct chimney. I trust that you rrill ensure that these
improvements will be completed in a timely manner.
Please accept this letter as written notice from the Town ofVail as a release from the performance bond
and its associated requirements.
I want to personally congratulate you for a project well done and thank you for your continued commitment
to the success of our community.
Should you have any questions please do not hesitate to call.
Sincerelv.
rL.yR-s-*,
George Ruther, AICP
Chief of Planning
Town of Vail
{p o"no"o roro
/
'#SA T \NL
680 W. Llonshead Place Vail, CO 81657 97&47+2471 9704741012 tax wrrr!\r.antlefaval.oofn
NTL€R
January'3,2002
George Ruther
Town of Vail Senior Planner
75 S. Frontage Road W.
Vail, CO 81657
George:
I just wanted to write you a quick note to reconfirm our discussion earlier today ...
We understand that even as the list of exterior items covered by the performance bond
are completed, that bond will remain in place to cover the cost of street repairs
previously agreed upon (estimated to be $35,000), and all landscaping. Naturally, those
two items wont be completed untilthis spring. I
As always, thanks for your help and understanding,
Robert LeVine
General Manager
e{q$
INSURANGE GOMPANY OF THE WEST
Gompletion Bond
Bond No. {84 71 25
KNOW ALL MEN BY THESE PHESENTS:
THAT WE, CASSON BUILDING CORPORATION, as PRINCIPAL, and INSURANCE COMPANY OF THE
WEST, P.O. Box 85563, San Diego, CA, 92186-5563, a California stock corporation duly licensed and
authodzed to do business in the state of Colorado, as SURETY, are held and firmly bound unto the Town of
Vail, Colorado, a municipal corporation, as Obligee, in the sum of One Hundred Thousand & No/100
Dollars, ($100,000.00) lawful money of the United States of America, for payment ol which sum well and truly
to be made, we bind ourselves, our heirs, executors and successors, jointly and severally, lirmly by these
presents.
THE CONDITION OFTHE OBLIGATION IS SUCH THAT:
WHEREAS, the PRINCIPAL, as a condition of obtaining a Temporary Certificate of Occupancy for the project
known as Antlers Condominiums,6S0 West Lionshead Place, Vail, Colorado, from Obligee, has consented to
complete certain exterior improvements, including exterior masonry, stone, stucco, wood siding and steel
railings to building's structure, together with Plaza Level brick pavers .
WHEREAS, said consent from PRINCIPAL shall guarantee completion of improvements and replacement
and/or repair of improvements as specitied herein for a period of twelve (12) months commencing the 30''
day ot November, 2001, and ending on the 30h day of November, 2002, following accepiance of
improvements by the Obligee.
NOW THEREFOB, if the PRINCIPAL shall indemnify the Obligee lor all loss that Obligee may sustain by
reason of any failure of PBINCIPAL to complete improvements after acceptance of improvements by the
Obligee, then this obligation shall be void, otherwise to remain in full force and effect.
Signed and Sealed the 30m day of November, 2001.
COMPANY OF THE WEST
No.0004771
ICWGROUP
Power of Attorney
Insurance Comprny of the West
The Erplorer Insurence Comprny Independence Crsualty and Surety Company
KNowALLMENByrrIEsEpREsENrs, nr,roruran"c?ffi"t{?ivct}a8Atr3.loffiorr**-oothehwsofthestacofcalifomia,rhe
Explorer lnsunrrcc Company, a Corporation duly organized rnder thc hws of lhe State of Arizonr, rnd Independcncc Casualty rod Surety Company, a Corporrtion
duly organized urder the laws ofthe Stte of Texas, (collcctively rcfened to as the "Corrpanies), do herc! appoint
CREG IIETTINGER
thcir true aad lawfirl Attomq(s)-b-Fsct with authority to d8te, cxocut , sig!, s€81, rad delirer on bchalfofthc Cornpanics, fdclity urd surcty boods, uodcrnkings,
rnd othcr similar cmtracts of sur"tyship, srld rny rehtld docustnts,
IN WTINESS WI{EREOF, the Conpanics havB caused these preser& !o b€ ox€cutod by its duly authonzcd officcrs this 16th day of January,200l.
.!I'\'
INSTJRANCE COMPANT' OF TI{E WEST
TIIE D(PLORER INSI,JRAI\CE COMPANY
INDEFEIIDEI\CT, CASUALTY A}{D SURETY COMPAIIY
John H. Craig, Assistant Secretary ,o1ut 1. llsrurt'm, E)coutive Vic€ President
Statc of Cslifomi! 'l
County of San Dego J ss
On January 16, 2001, bcforc rnc, Norm! Poncr, Not8ry Public, personally appoared John L, Hannum and John H. Craig, po-'sonally kaown to mc to b.
the persons whosc mmes are subscribod !o lhe within instrunenl rnd acknowlcdgod to me tblt they cxeoutd rhe game in tbeir authcizrd capacities, and that by
their signatures on tbc instnrment, tlrc entity upon behalf of which lbc penons acted cxoouted thc instrunent.
Witrss ny lund and official seal.
fet*flrr*
Norma Porter, Notary Public
RESOLUT1ONS
This Powcr of Atomey is grantcd and is signod sellcd md notmzed with facsimilc rigortres and seab rmder auhority of tbc followrng resolutioru rdoptcd by
the respective Borrds ofDirectors of cach ofthe Companics:
"RESOLVED: Thrt the President, an Executive or Scnior Vice Presidcm of the Comprrry, iogeth€r \ ith the Sccretary or any Assistad
Seoretary, are hereby ruthorized to e:recutc Powcrs of Attomey aFFpinring thc i,crson(s) named as Atomey(s>in-F8ct io datc, oxecrne, sign,
seal, and delilcr on bchrlfofthe Corryany, fidclity and sursty bonds, undcrukings, and other similar contrrcts of suretlshrp, and any relatd
documcnts.
RESOLYED FLJRTIIER: Thst OF sigr|lhrce of dr officers naking thc rppointunt, and trc signatfc of rny offrcer oertifyi:rg thc validity
and cur€nt stairs of the rppointnent, may be facsimilc represcntrtions of thosc signatres; and the sig tlrc and s€al of sny notrry, and thc
seal of the Corryany, may be facsimile represenhtions of thos€ sigmtw€s rnd seals, and such facsimilc reprcsenta,tions sball havc thc sanrc
force and effea rs if manually affixed. The frcsimile rcpresentstions ref.rrod to herein mry bc afrxod by obrnping, prinmg, typing; or
pbotocopytng.'
CERTIFICATE
I, the undenigncd Assistsrtr Secfet!ry of Insursnoe Company ofihc Wcst, The Explorer hsurance Cornpany, and Indcpondencc Casualty and Sureg Company, do
hereby certify that the foregoing Power of Attomey is in flrll forcc ard effect, 8nd has not be€n revokd and that thc abort resolutionr worc duly adopcd by the
resD€cti1€ Boards of Direstorl of the ComDanies. and rre now itr firll forco.
IN WTINESS WI{EREOF, I barrc sel my hand this 3 Oth day of Now.-mtrer 20C1
To reri$ the authenticity of this Power ofAtomey you mry call I€00-877-l l l l rnd ask for the Surety Division. Plcasc rcfcr to thc Pourer of Atmnoy Number,
thc above named individual(s) and dctails of th€ bond to which thc pow€r is athch€d. For information or filing claims, pleasc contaat Sureg Claurs, ICW Group,
11455 El Camim Rcal, San Diego, CA 92130-2045 or call (858) 350-2400.
()
1U'(,
Jolur L. Harurrm, E)coutive Vic€ President
John H. Craig Assistant Secretary
4NTL(R
,#
SA T \NIL
wwwantlersvail.com
(mosl expected to be completed by January 31, 2002)
rCourtyard pavers & snowmelt
4opper balcony trim - east facing units
4inish stonework patching - misc
"finish stucco patching - misc
.Redwood siding on 620 balcony
{imber wrap on east pedestrian entry columns
-4-ouvers on air intake - east side of dumpster enclosure
.Streetlights
.fxterior lights
.finish roof tiles - misc
rRepair broken roof tiles
6 Finish underside of some chimney caps
g Finish copper trim on grease duct chimney
I Access panel / work platform on grease duct chimney
.,Faint walkway ceil ings
rfinish downspouts and heat tape
eStone caps
'Eumpster enclosure
rAntlers sign
r,Fireplace exhaust shrouds
lfinish the landscaping
$83,165
(= CuaPrcre
ALv atB*\ ts * tlrcloZ 6.9.
680 West Lionshead Place Vail, Colorado 81657 (970) 476-2471 FAX (970) 476-4146 info@antlersvail.com
$10,750
$2,500
$2,500
$1,500
$800
$800
$600
$3,600
$500
$2,875
$1,650
$1,850
$500
$2,450
$2,890
$1,850
$8,000
$4,350
$800
$2,400
$30,000
Conf a rmat i on RePort - MemorY Send
Page
oate &
L inB I
E-na | |
Machins
Job nurber
Date
To
182
Jan-16 08: l4an
4s4764146
005
Jan-16 08: l4am
Jan-|6 08:l6am
005
OK
Nunber of pages
001
Jan-15-03 08:l6ant
s701792452
T()TII{ OF VAIL COilruI||ITY DEVELOPIEI{T
Tlne:
Start t Ine
End t ine
Pa8es sent
S ta tus
Job nurber : 182 *+'F SEND SUCCESSFUL ***
*uta..et.w S
ttt/'\ jo rr/roJlutudqd Jo J.fqc'.da[v "atFtrE cgroog|
'e&+"3
',<l.tottlSr
.Irto at f,rsrl'-t{ l.tE at' "ttld tr'oF 'nL 'G' .''\q tro'c Prtrcqt
'&Is[EEoo.qroto tloosnt -qr al
!E9u|tE@I'n|rlrqooJtlo/trq'(ro^{EqPE.-rre!'||.^.'..'o'c]'qJ!rro^.|tli.|4uoor<[.t|o.,..I(4r!a6I
'trEol=a.tqtnbs Partoot''']! l'sa
Fq6q .rEs6.qtt€.t eB Eo{r rrltr'tlG - 3. rr'r,\ to uaor ctF qoJgr otFot- scuFb ltt tq"l trql r&cs' clr'fd
'r.Es.E
^rttsF
t ttt Portlds6 'q nra aE @/ro1!5
ntsqr +rqr ru m^ .tor ltqr l'lur r _4'twst e-td ""t Fn tdE .{oEBFT{' tqr Jro -P!r'E re
.i{r or Fuq.^or<rE| crolq| srf_^rr&Ir ttrrr. rtqr salrccrr<o rlso oqa _gra'o uol 'qr Jio EolrsrgtF - oEo or
rEr.rceoo oo.q .^rtr I ooz 'az t <rE-c<t PorrP rqrrl' 1119i- .rrr oo r6tf trro^ Er Porrrrr'ro tE+! qrto {.-'
r.qr rEut.are.p pEt rryr gqr-rrorirarer-ri 1i :Ite4 ru ccp-rv Lqr :qr ponrrr t.^- 'Gt=dP3olFo -'all rtt'2
^r.roar@J_
sqr .-rr .rn r- rli.,i- orirer r6FoiJcort rrd_o-orri rd pnii'a or rrcztr eqr Jo rrtdr=oc t-usntql
qtrtorq (tiz r 4 t:I 'ol.{) Pqoq uote.t<tEtso u prvrros'iir''ii;-;'s'irbr;;' a6i't3' 'dt/"l3 'r' t'or 3v
-P@ct
rr6ll-t.t.soo rrFJp tsrcr cqr q r|'scfrrd .Eoll"trqo Trt5ttsttE rno^-otrttlP:-'J:?-I:1Eot ut'q /bqs c/\rq
rrsFl.t\ -tE3E ^or<rur rogois :qrlo oosq,a.o- t.*o-r--..O-,ro rrof srcirqf-oO rf r5.Eol '<EJo 'rod'dt<l 'qI
.'oorbrc,E urdo_r*gE H#:HATLE,:' jH:H :e?#ffiroGrarI. .|IrJo :atrlaa aiqt trtta3llt or €(m- 't I ]fitn:E f 'lEFl:
:clalt r.oq
,z I L ?a t -oN Ptog vol1ctC6o3 :' rt
4591a Of 'lFr!.o!rd.er.q'sor,?s1r*9
ot4 t-I.roil 'rr{
€ooz 'tI ^tlnr.f,2' o-2' 7' 2.r'' o'"r'll'*
csrz-61''oz6 f'7'{Salz-62Hrz6
Zsg rat oFroroo 2'tztt
ttzol' .E>auca'' t|t"es gz
tutudat sred' r(iuxutao2 ]b ttz'ut'Edta'
'A Constutdion Tradition since 7912"
GBG cAssoN BurLDrNc coRPoRAtoN
15630 East Hinsdale Drive - EnglwoodrCO 80112
phone 303-690-1500 - fax 3O&680-8269
E-mail - kevin@cassonbuilding.com
Friday, November 02, 200L
MEMO TO:
Leonard Sandoval
Town of Vail
Public WorK Construction Inspector
HAND DELTVERED
RE: ANTLERS IT{ VAIL-
Town of Vail Red Tao ltlov 1, 20Ol
Dear Leonard:
As stated in our meeting this morning, Casson Building Corporation hereby commits to befter monitor
the usage and access on Lionshead Place as discussed and as shown on the attached preliminary
staging plan.
CBC will erect a chain-link and green fabrlc fence north of the Antlers, leaving a 20' drive lane on the
north side. This is designated as a dashed green line just north of the hatched pink area. The west end
will be left as semi-movable until street work at the walk is complete. This will allow movement of the
fence in order to accommodate various traffic patterns. Once roadwork is complete the fence will be
somewhat permanently in line with the fence to the east. The east end of this fence will have closeable
gates constructed of the chain link and green fabric. The west end will get similar gates as soon as the
west end is permanently located. CBC will maintain the fence as well as do all snow removal directly
adjacent to the fence. The pink area will be used as both a staging area and equipment work area.
CBC will erect chain-link and green fabric fencing along the nor$ property lines at both the west side of
the main entrance and west of the bike path to the south east of the construction site.
Temporarify, the dumpster will be located in the south half of the parking garage entrance. CBC will
maintain 35' drive lane between the east end and the planter in the middle of the turn around. Once
snorkels are no longer needed on the pink area nofth of the site, the dumpster will be relocated to that
location.
All portable toilets will be located within the confines of construction areas as designated by chain link
fencing.
,*;, a daytime work area, and
unloading and temporary staging area. A 20'drive lane will be maintained at all times by manned
traffic control.
The blue area to the extreme east edge of the tumaround will be used as temporary daytime storage of
the snorkels until the area is needed for snow removal storage. A 35'drive lane will be maintained at
alltimes.
The yellow area represents the remainder of area affected by this construction project. At all times
during work hours, competent, manned faffic control will be utilized. When necessary, proper traffic
control signage will be put in place.
There will no staging of material at any time, other than unloading of trucks and placing temporarily, on
the right of way of Lionshead Place. All material loads will require 24 hr. notification to CBC or will be
tumed away.
CBC will attempt to keep all proper authorities notified at all times of any action that may have an
impact on operations of any entity outside Ure construction project.
As the consffuction pmject progresses, any changes in the above mentioned plans will be presented to
the Town of Vail for approval.
We have designated Jim Mewaldt - Site Superintendent cell- 303-359-9576, as wholly in
charge of controlling the use of the street. He will be your contact on all street usage and
staging areae
Kevin Duncan- Project Director
Paul Waltman- Project Superintendent
Steve Napier- Interior Superintendent
Jim Mewaldt- Site Superintendent
C. Joe
Y Constttction Tradition since 7972;
GBG
15630 East llinsdale Drive - Englewood,CO 80112
phone 3O&690-150O - fax 303-680-8269
E-mail - kevin@cassonbuilding.com
Friday, November 02, 2007
FA,\ MEMO TO:
Douglass Roofing- Rob Sievert
Kimmel Mechanical- Mike Gravee
Riviera Electric- Pete Palmgren
Vogelman West- John Readle
Showcase Drywall- John Burke and Mike Gifford
Merit Carpet and Tile- Tom Delyser
Thad Walker Construction- Thad
Jeff Schiros Painting- Jeff Schiros
Jays Construction- Jay
Climate ConUol- Louis Cozalter
Colorado Comfort Products- Richard Hall
Direct Design Cabinetry- Chris Ely
Ken Caryl Glass- Bruce Linder
Otis Elevator- Tim Thompson
Ridge Erection- Charlie Elson
2 PAGES FAXED INCLUDING THIS SHEET
RE: AI{TLERS IN VAIL.
Town of Vail Red Tao Nov 1,2O01
Gentlemen:
As stated in our memo to you yesterday afternoon, the Town of Vail shut down the pdect yesterday
due to ongoing complaints about our collective use of Lionshead Place. Delivery trucks, employee
parking, staging of materials, location of snorkel lifts, and maintenance of an un-encumbered 20'
roadway has gotten out of hand. Each and everyone of us and/or our employees have been abusing this
and it simply must stop. We met with the Town this morning and reached an agreement with them
assuring them that the 20' roadway will be maintained at all times. Fufther, NO more materials or
equipment may be staged in the culdesac. All materials, pavers, stone, tile, etc. must be immediately
moved to the parking structure. There are no o<ceptions. No parking whatsoever may occur in the
culdesac nor may the 20'roadway be even slightly blocked. All material deliveries must be coordinated
24 hours in advance with our jobsite staff. A delivery fruck may be stopped on the east side of the
building only long enough for the product to be unloaded and moved to the basement. CBC will provide
the flagmen to allow this, IF scheduled in advance. A copy of the taffic control and access plan that we
all must live by is available for you review in our jobsite office. WE MUST HAVE YOUR COOPERATION
OR THE TOWN WILL REDTAG THE PROJECT AGAIN AND THIS TIME fiE WORK WILL BE CESATED
FOR UP TO ONE WEEK! We have designated Jim
359-9576, as wholly in charge of controlling the
on all street usage and deliveries.
Mewaldt - Site Superintendent cell- 303-
use of the street. He is to be your contact
We will be cleanino up the oroiect oerimeter this afternoon and exoect the
Town to remove the red tag bv the close of the day todav such tb3tt vou mav
teqin workinq tomorrow mominq. Saturday. NoveJnber 4, 2001. In that all of
you share in the resoonsibiliW for the oroiect shutdown, we exoect all of vou
to work both Saturdav and Sundav to make up for the lost time. The weather is
supposed to be good this weekend so it is mandatory that we make up this time. Please contact any of
our jobsite staff regarding this issue pnd or the details of the street useage to be allowed from here on.
Your cooperation in the matter is and appreciated!
Sincerely:
di-'
Kevin C. Duncan
Vice President
Cc: Joe Casson- Site Project Manager
Paul Waltman- Project Superintendent
Steve Napier- Interior Superintendent
Jim Mewaldt- Site Superintendent
Leonard Sandoval- Public Works Inspector- Town of Vail
Department of Public Works & Transportation
1309 Elkhorn Drive
Vail, Colorado 81657
970-479-21 58
Fax: 970-479-2166
www.ci.vail.co.us
ll/02/2001
Antlers At Vail Construction Project Agreement.
Casson Building Corporation
Antlers at Vail Condominium
A(ACE
CeP.-?
Boo- ooSB
In order for the Town of Vail Public Works Department to lift the Ret Tag from the Antlers
Construction Project, the General Contractor, Casson Building Corporation and the Antlers at Vail
Management have agreed to resolve, restore, and maintain all issues discussed today.
New Staging i Site Plan
Traffic Control
Fire Department access and staging requirements
Maintain a clean. safe construction site.
Provide schedule and constmction time ftame.
Fencing / Concrete Barriers
Pedesnian and traffic safety
Snow Removal issues
Other Town of Vail Department issues. (Police, Fire, and Building Departrnents)
The General Contractor is responsible for the construction site and all of the subcontractors.
The General Contractor is also to provide and maintain a high level ofsafety to the general
pedestrian public, maintain two way vehicle access, including commercial vehicles and non-commercial
traffrc.
The General Contractor must realize how other General Public are affected bY the
consffuction project and go above and
Casson Building Corporation:
Antlers At Vail Management:
Town of Vail Building Deparfinent:
Town of Vail Public Works Department:
{g *rr"uorn"u"
Department of C ommunity D evel opment
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
Building Safety
& Inspection
Services Team
September 6, 2001
Mr. Daniel J. Havekost, FAIA, President,
Havekost + Associates
I 12l Grant Street
Denver, CO 80203
Re: Use of wood on the €xterior of The Antlers Project:
Dear Dan:
As you know, the Antlers project has a rather tortuous history in terms of the use of wood on the exterior
of the building. Numerous appeanmces before the Town of Vail Desigr Review Board resulted in
planning and zoning related conditions ttrat mandate the use of natural wood on the exterior. This has, in
some cases, been contrary to the requirements of the I 997 Uniform Building Code (UBC) that limit the
use of exterior wood for Type II-FR and T1.pe II l-Hour Noncombustible Construction.
Primarily in Sections 601.5.4 - 601.5.6, the UBC does permit the use of wood on the exterior of Type II
buildings under certain circumstances. Although the material that you submitted regarding the lesser
flame spread characteristics of redwood compared to other woods is very interesting and somewhat
convincing, the fact remains that the UBC does not grant redwood any special consideration in terms of
being less combustible or moro fire-resistive than other types of wood. Although the use of a limited
amount of redwood will be permitted, it will, in most cases, be required to be treated with an approved
flame retardant. Due to the practical difficulties involved during the design review board approval
process, a practical, performance-based approach will be used in responding to your letter to me dated
July 9, 2001 (copy attached). The letter designations below refer to the conesponding letter designations
in your letter.
A. Roof Soffits: All cedar roof soffrt material must be treated with an approved exterior flame
retardant treatment to obtain a Class "A" flame spread rating. Any wood used undemeath the cedar soffit
material, such as furring strips or backing, must be approved, factory (as opposed to treated on site) fire-
retardant-treated wood. Heavy timber brackets/beams must be of heavy timber sizes, that is, at least 6 X 6
in cross-sectional dimension (see Sec. 605.6,'97 UBC), and must also be treated with an approved flame-
retardant treatment on site.
B. Balcony/Floor Soffits: All l" nominal tongue and groove pre-stained cedar siding used under
balconies must be treated with an approved exterior flame retardant treatment to obtain a Class "A" flame
spread rating. Any wood used undemeath the cedar siding for furring or backing must be approved
(factory) hre-retardant-treated wood.
{pr"n*r^o*
Havekost,916/01,p.2
C. Exterior Balcony Guardrails: These are acceptable as proposed, except that all redwood siding is
also to be treated with an approved exterior flame retardant treatment so as to achieve a Class "A" flame
spread rating.
EXCEPTION: Redwood siding that faces a street or yard (including the interior courtyard) 40 feet
in width and is installed no more than 15 feet above the adjacent grade will not be required to be treated
with flame retardant (see Sec. 601.5.4).
D. Exterior Wall Finish: All redwood siding must be teated with an approved flame retardant
treatment to achieve a Class "A" flame spread rating. The other materials described, which are either
noncombustible or fire-retardant-treated, are acceptable.
EXCEPTION: Redwood siding that faces a street or yard 40 feet in width (including the interior
courtyard) and is installed no more than 15 feet above the adjacent grade will not be required to be treated
with flame retardant (see Sec. 601.5.4).
E. Corridor Balcony Guardrails: It is understood that many of the guardrails in the interior courtyard
that were originally proposed to be covered with redwood siding will now be noncombustible steel
instead. Any remaining redwood siding that is used for the guardrails in the interior court must bs treated
with an approved flame retardant treatment to achieve a Class "A" flame spread rating. Any other
materials used in the guardrail assembly must be noncombustible, i.e., steel or cement board, or factory
fire-retardant-treated wood that is contained within the assembly.
EXCEPTION: Redwood siding that faces a sheet or yard 40 feet in width (including the interior
courtyard) and is installed no more than 15 feet above the adjacent grade will not be required to be treated
with flame retardant (see Sec. 601.5.4).
Product Approval: The "Fire Kote 100" exterior flame-retardant treatment from Universal Fire Shield
that has been submitted for my review and approval via a letter and attached materials from Kevin
Duncan of Casson Building Corporation dated 8i28i0l is approved for use as an exterior flame-retardant
treatment that, when properly applied in accordance with the manufacturers instructions and its various
listiag approvals, will achieve a Class "A" flame spread rating (equivalent to a Class I rating in Chapter 8,
1997 UBC).
It is hoped that this will serve to answer your inquiry and clarify the requirements for exterior finishes for
the completion of the Antlers project. If you should have questions or require additional information,
please feel free to contact me at (970) 479-2321.
Chief Building Official
GRG:grg
Enc.
cc: Rob Levine, General Manager, Antlers Condominiums
Joe Casson, Casson Building Corporation
Kevin Duncan, Casson Building Corporation
Mike McGee, Deputy Chief/Tire Marshal, Town of Vail Fire Department
Mike Vaughan, Fire Prevention Offrcer, Town of Vail Fire Department
HAVEKOST + ASSOCIATIS P.C.
11 21 G RANT STFIEET
ctENVEFT,CO E}OeOS
3f:J3,/ 8 61- 112. 1
FAX 343/A 63-O661
July 9, 2001
Town ofVail
Department of Public Works
75 South Frontage Road
Vail, Colorado 81657
Attn: Gary Goodell - Chief Building Inspector
RE: Antlers Condominium Addition/Renovation; Permit #800-00.58
Dear Mr. Goodell:
This is to follow up on our letter dated December 21,2000 relative to
building permit 'Conditions" dated 7105/00 and more specifically to
our proposed utilization of pre.stained 1" nominal cedar tongue and
groove soffit finish, pre-stained 1" nominal redwood bevel siding at
some exteriorbalcony guardrails and pre-stained l" nominal
redwood channel lap and bevel siding at a few exterior wall surfaces
as indicated on plans dated 4/6100. As you know, we worked for
many months with the Town of Vail Design Review Board and staff
to achieve final approval of an exterior desigr which included the use
ofwood finish on the above referenced areas.
As the Antlers project bas now moved to the final eKerior finish
stage, we feel it necessary to clarifi our understanding ofacceptable
criteria for the installation of exterior wood finishes. As you are
aware, our research into the natural characteristics ofredwood
indicates it possesses superior fire retardant qualities allowing l"
nominal un-treated redwood lumber to meet a Class II flame spread
ratrng (per UBC table 42-A), a 70 flame spread, 60 fuel contributed
and 75-115 smoke development rating. Here follows proposed
construction assemblies for eKerior building wood finish according
to various locations as identified by your departments "Conditions"
of 7/05/00.
A. Roof Soffits: (refer "Conditions" item #4) "Any wood
proposed to be located 5 feet or less from the west
property line must be approved fire-retardant-treated
wood"..., including l" nominal cedar soffit materials.
Portions of roof soffits of condominiumunits 514, 515,
516, 5I7 ,5 I 8 and Conference Room 502 which intrude
into a 5' setback distance from west property line shall be
constructed of structural steel, metal deck, fire retardant
treated 2x wood fascias covered with 20 oz. copper,
5/8"exterior grade plywood sheathing*, 30# felt
* 5/8" exterior grade plywood sheathing at roofdecks will
not be fire retardant treated.
AFIC
PL
UFIB
HIT
AN
AN
E.CT U FI E
NING
DESIGN
I
over 40 mil. bituthene, fire retardant 2x sleepers and lx
battens, concrete tile roofing with soffts of 5/8" gypsum
sheathing supported on l-l/2" rnetal funing channels at
16" on center maximum and finished with fir€ retardant
treated pre-stained 1" nominaltongue and groove cedar
siding supported on another layer offire retardant 1 x 4
furring strips spaced @24 o.c. (refer l/A9; 6/A9). A
continuous soffit vent shall be located beyond the 5'
setback adjacent to exterior wall line. Pre-stained heavy
timber (6x10) bracketVbeams as shown on elevations
(Sheets Al4, Al5) and constructed according to 9lM7
shall not be fire retardant treated. Roof soffits elsewhere
shall have the same assembly except the wood will not be
fire retardant treated as allowed by UBC 1997 Edition.
B. Balcony/Tloor Soffits: Under 8" precast corrcrete plank
structure shall be l" nominal tongue and groove pre-
stained cedar siding on lx4 funing at 24" on center at all
exterior condominium balconies (refer Detail 3/AJ,6;
41A27\. Sofrts under 8" precast concrete plank floor
structure shall be l" nominal tongue and gtoove pre-
stained cedar siding on 3x f,rring with polystyrene
insulation or suspended on metal channels at 16" on
center with 5/8" gypsum sheathing backing, (refer
Sections 2/A29;311J9).
C. Exterior Balcony Guardrails: Condominium balcony
guardrails located around the outside perimeter ofthe
building which are planned to receive 1" nominal pre-
stained redwood bevel siding finish shall be backed with
5/8" fire retardant treated exterior plywood covered with
15# felt and supported on steel tube structure and metal
funing channels with inside face of guardrail of 5/8"
fiberglas reinforced cement board, (refer Detail4/A27).
D. Exterior Wall Finish: l" nominal pre-stained redwood
charmel lap (vertical) and bevel (horizontal) siding
located on outside perimeter of the building is typically
funed over 7" precast structural walls with 3" metal
funing channels, 3" poiystyrene board, 5/8" fire retardant
treated exterior plywood and 15# felt under the redwood
siding finish, (refer North Elevation Al4 fitness, office
conference 502 and rmits 420 thru 620). Alternate
redwood siding frced walls will utilize 6" metal studs at
24" on center, 5/8" glpsum sheathing, l" polystyrene
board, 5/8" fire retardant treated plywood, 15# felt and l"
nominal pre-finished redwood siding (refer East and West
Elevations sheets Al4. Al5 and Section 7iA27). No
exterior (outside perimeter) redwood faced walls are
within a 5' setback to any property line.
E. Corridor Balcony Guardrails: Corridors serving existing
and new condominium units (facing entry courtyard) are
to have l" nominal pre-stained redwood bevel siding over
15# felt, 5/8" exterior plywood supported ofmetal funing
channels or studs aI24" on center on steel tube q1 engle
fiame with inside finish of 5/8" fiberglas reinforced
cement board on metal furring, (refer Detafu 41A27,
5/ M7 and 2/ Al5, | / A16, 2l A16 and 1/A1 7).
We understand that the general contragtor, Casson Building
Corporation will submit information relative to fire-retardant
treatment selected for your review and approval prior to application
as required by Building Permit "Conditions" dated 7/5100, including
guarantee time period, method ofapplication, etc.
of Public Works
CC: Casson Building Corporation - Attn: Dan Casson
J. T. Berga & Associates - Attn: Jack Berga
Antlers Condominium Assoc. - Attn. Rob LeVine
Sincerely,
Havekost + Associates P.C.
lr. tvJT u! L.
ctrd c0Nm000?3
Ai At{y nME IHAI IHI []fiiuus BUITDINF Is EEIN6 occuunD, rllg ArPBgv[D E]lill MIIST BE Pn0vmED
l's0M
AIt [}ICUP$D A[[A$. II{ ADDITII]N. [A$T & WISI $TAHDHPES AAI TO AE FUI,IY OPEIANONAT AND
ACCESSIEI,E.
FI$E DEPAITMINT C0]II{E[n0il$]wnH c0l{l{xcilo}rs T0 B01H $Ttl'IDPImS ABE I0 BE PS0qID[D.ItEAlt
cOOBDIITATT wIIHIHE rrgg urrbhrffirT[ESANDING COIII}IilOF$ FOB OCCUPAHCY.PHASING,TXITIHS.
5IANDPrPE S. FIRIDEPT. Tt]HI{E CIION$. [TT. CONTAIT }{IK[ M[G[E I}R I'{IK[ YAUGHAI{ AI 4?9'2IS.
Cond C0N000ffi?6
PTXASE C{}OUDII{AIE WITH TIE FIRI D[PT. [[CARDII{6 SUBMITIAL IEVIIW & APPBI]VAI OF $HOP
DSAWI}TFSFON
aurouanc FaE AIAIM & aIIT0MATTC flRE $FIIUKLEA SYSTEM$ & $USl[q{lEilI aEQUIRED nr$P[Ent}Ns 0F
Tg[
IHSTAIIATIOlI$.
Cn'fr C0!1m000??
FINAI. [K[ PATE DE $IEI{ DBAWruE$ EOWTETID AI{D $UBMITTED BT JUIT IL EOOO.
Csrd:C0N0S00?$
GBG "o""o* "r,.o,"o "o*ro*t,o*nA Construction Tradition since 7972"
15630 East Hinsdale Drive - Englewood,CO 80112
EH:i1o*Tl,'?;::go;Jiiio',ff :;'fl
-"u'
Tuesday, August 28, 2001
Gary Goodell- Chief Building Inspector
Town Of Vail
75 South Frontage Road
Vail, Colorado 81657
RE: Antlers Condominium Addition
Cedar Soffit Fire retardant treatment
Dear Gary:
As stated in Dan Havekosfs letter to you of July 9, 2001, we are submitting for your
approval the proposed product for fire retardant treatment of the roof soffits. The
soffits are 1" nominal cedar tongue and groove.
We propose to use Fire-Kote 100 from Universal Fire Shield. It is a clear coating, field
apptieO'in 2-3 coats. I am enclosing a copy of the product data and a sample of the
cedar siding material that we have applied the fire retardant coating to. Please let us
know as soon as possible if this product will be acceptable as we have begun
insbllation of the soffits.
In addition, I know that both Dan Havekost and Rob Levine have been tying to get a
confirmation from you that the conditions of Dan's letter of July 9, 2001 are acceptable.
As we draw into the final stages of the project, we would appreciate approval of Dan's
July 9, 2001 letter as well as this sample fire retardant product. Your cooperation in
this matter is appreciated. Please contact the undersigned should you have any
questions.
Sincgrely,
(",-'-l
Kevin Duncan
Vice President
Dan Havekost- Havekost and Associate
Rob Levine- Antlers
Joe C.asson- Casson Building CorP
Cc:
'A Consvuction Tndition since 7912"
15630 East Hinsdale Drive - Englewood,CO 80112
phone 303-690-1500 - fax 303-680-8269
E-mail- kevin@ossonbuildino'com
Tndition Since 7972"
Friday, August 77,200I
MEMO TO:
RE: ANTLERS IN VAIL
APPROVAL SUBMffTAL
ENCLOSED FIND THE FOLLOWING DOCUMENTS SUBMITTED
REFERENCED PROJECT:
FOR APPROVAL ON THE ABOVE
SUBMITTED FOR APPROVAL
DAN: As I sbw tu you earlier, we prefer to fietd appty a fire retardant cuting to those soffiB
ii ,t dhetd by the building deprtment, rather than factory insgllation, dy1.p time
7L^-r*iiri'L-."tiiipirrrA dir is iainea aha in roue to the site to be detiverd 8/21, rhe
.t ^^ -L- L -. .^
ening Uoaua iia iipte are applid to the approvd cdar siding ample- 2 cn6 have'Wi-ioriiOiti
appfieA. It is i'no-shen product, however due b the 2 heavy c@E we
--
- ^-t-:^- ^-^;;iad;1 ir; nttty-oiw the wood and there is an ever so aiof..s!e2' ,:'-!:f:p::t::^?::;;;t;;;;;;; tiiiin"orr" in ptace ptus when we spray or rott it on, it will not tu a1!9aw'
AnHers Project Director
Cc: Jre Casnn- Site Projrct Manager-1 COPIES FOR
Paul Waltman-Project Superintendent
c : \wIN DOWS\DesKop\Projects\9870 antlers in vail\APPROVAL TMNSMITTAL.doc
6,*fu#i* rv;+b *D f
FRdM : UEbNET-EXCHANGE OAX No. | 946-3zr-za6r *Oo 2aa7 @st+?An Pl
tMr
NFFAO
Nadmal
Fllo Pretronton
Asoodaton
Momber
FK ,8 OOUFS .
A superior Class A fire retardant.
Fire Kote Resins and penetrants
automatically react to fire and
heat, making a chemical change.
Nitrogen is produced as a by
product displacing oxygen.
Universal Fire-ShieldrM exclusive
formulas give double protection
out performing all other products
on the market.
UNIVERSAL
700
COMMERCIAL, INDUSTRIAL, MILITARY
AND RESIDENTIAL USE
IEuv- -(l.
d,&
FTRE-'(OTE
WHEN ONLY THE BEST RECOMMENDED FOR:
IS GOOD ENOUGHI All wood surfaces.,,
Exterior
5 YearWarranty
lnterior
20 year Indefinite
l"EW.!.-'*'..-'. --::1Li.;,r*--,-- i
UNIVERSAL PROTECTIVE TECHNOLOGI ES
Meets or exceeds:
NFPA 30, NFPA 255, UL723, ASTM.E84
Flame Spread=Z5 Smoke DeveloP=g0
(See tech. Infomation)
Resist Mold, mildew, fungi.
Plywood, Lumber, Timbers,
l-Beams, Ship lap, back of
Paneling, Thatched roofs,
Decking and rnany more.
sl@@@
wwwfirechemioals.com - 1 800 523-8732 @ ,t 900
FRON i UEBI.ET-EXCHANGE o FAX N0. : e4o-321-2461 O. to zaor w:43ev Pz
UNIVERSAL
rHoru#'wu
[J NIVER.S,A.L FIRE-KOTE l OO FIRE.KOTE IOO
FSP-FK IOO
APPLI CATION S : COMMERCIAL. INDUSTzuAL AND RES IDENTIAL
Al exclusive fonnula inhibiting chemical. A SUPERIOR GRADE. Fire Rated Class "A". Spccifically
forrnulated for maximum protection. EXTERIOR AllD INTENOR Woods, Lumbcr, f,,eaves, SEaw, Rope,
Fiberboard. Paperboard. Comrgated box board, fabric marcriols such as canvas and other materials. Meets
Military and NFPA 30 standards forpackaging. Fire-Kote 100 int. and xt. formula has met thc test by
Underwritcrs laboratory, Southwest Research and other testing agcncies. Universal Fire-Kote 100 meets and
excecds the UL 723, ASTM E-84, and NFPA 255 for surface buming charapterlstics for applied coatings. Can be
applied to porous and non-porous surfaces. For other uses contact your distibutor or home office,
I.JNWERSAL PROTECTIVE IECHNOLOCIES, TII.ITVERSAL FIRE-SHIELD AND
FLAME SAFE CHEMICALS arc leaders dedioated to setting standards for Fire Prevention Chemicals through
our on goiog rescarch and development. It is ourresolve to educate and infonn tbe indusuial, manufacturcr and
the public and its providers on the siglificance and use of environmentally safe fire retardant chemicals.
.UNIVERSAL FIRE-KOTE IOO
This aqueous based resin liquid coatingpcoetant. Total Solids -49, l9/o, weight per gallon I L I lbs., specific
gravity = 1.33, PH fwtor *2.2-2.8, Flash Point Non-flammable, Color -clear at 78 degrees F. Slcight haze at 50
degrees F. and lower, Volatitity: no petroleum or lead, Fungus= anti-fungus, Bacteria-mildty rosistarrt" Linear
shrinkage=None, Moisture absorption=Nonc, Corrosion-Mildly, Preservativc:excellent, Pest resistant excellent.
These chemicals comply with alt United States Federal Regulations, Meels are exceeds city, cotmty and state
oodes.
APPLICATION PROCEDURE:
Can be applied by brush, roll coatcr, paint roller. A prcssure spray at 125-150 psi. is recommended for rooftops.
For best results apply Firc-Kote 100 2 to 3 coats. Allow to dry slightly bctwcen coetings. Applicator of
chemical mutt wear protective clothing, eye ware, neopreno gloves and a Niosk Mask or any good respirator type
mask the same rul for paint, AIIow to dry between coatings. Clean up any ove r spray as soon as possible, clean
up equipment as soon as possible with water and detcrgent soap or bleach. Mildly toxic during application phasc
only. KEEP OUT OF REACH OF CHILDREN, DO NOT TAKE INTERNALLY. lf chemical gets into eyes
wash out immediately flood with watBr. SAIvIE PRECAUTIONS AS FOR PAINT AND STAIN.
Classificd: FIRE RETARDAIIT COATINC
SUR}-ACE BURNING CHARACTERJSTICS OF APPLIED COATING
TESTING:FIRE-KOTE 100 Superior Gradc. Fire Rated Class "A"
UNDERWRI:I'I:RS LABORATORIES - CLASSIFIED 19P5 Douglas Fir, Yellow Pine, Redwood, Plywood,
Cedar manufactured Board. Flame Spread - 25, Smoke developed =90, Number of coats = 2, Rate per coat
(ft2lgal) 360, Flash point-- 0, liquid coating , no flash. Mcets or excceds ASTM-E 84, Ir.L. 723, NFPA 255,
Univorsal Firc-shicld Chemicalr me€t or cxceed existing and currout foderal, st8tc, industriol and local fire codes.
O I99O T'NIVERSAL fIRE-SHIELD mm@@
APPROVALS & TESTING
UNIVERSAL FIRE.KOTE I(lO FIRE RETARDANT
For treated wood and wood products. Meets or exceeds the guidelines for
testing of construction materials as set forth and/or established by the:
o ASTM ES.20
o ASTM E-84
r American Wood Preservers Association (CZA, C27 Type A)
r Building Officials and Code Administrators Intf., Inc. (BOCA)
r Insurance Rating Bureaus
o International Conference of Building Oflicials (ICBO)
o Military Specifications (MlL-L-l 9140E)
o National Fire Protection Association (255)
o National Forest ProdUcts Associations "Policy on Design Values for Fire
Retardant Treated Lumber."
r Undenrriters Laboratories, Inc. 723
r New York City Building Code (MEA Numbers 406-87 and 407-87)
r AllOther Mayor Building Codes
o Southern Building Code Conference lntl.. (SBGC)
r U.S. Bureau of Ships (OPL)m@@@
STRENGTH
FIRE KOTE 100 Formula an aqueous ba6ed coating and penetnnt for wood surfaces has been tested by
Southwest Research Laboratories in accordance with industry standards to develop the best poseible
fl ame resistant coatings.
HYGROSCOPICITY
Wood treated with Fire Kota 100 is a Scientific fonirulation and solves many of the problems
encouniered with many other fire retardant formulas, notably hygroscopicity
Treated wood remainsnon-hygroscopic even under conditions of up io 96% relative humidity'
FRO'I :UEENET-EXCHRNGE BuO4 zaBL Bet44Ff1. P3ax }{0. : 944-32r-2s,61
MATERIAL SAFETY DATA SIIEET
EmcrgencY TcloPhon. rtlo-:
(600) 42+$m CHEMTRIC
lnlonulion TolcDhone No:
(940) 321- 2861 (877) 26o-3e88
P.oduct illt* rnd Smowyrns: FIRE KOTE 100 C@ting FioPoly
OSHA
PEL
3 ppm TWA (E hr,)
5 ppm ceiling '10 ppm peak
l ppmTWA
EcTroN il -?wslcrl ?froP$llE8
$ohculrrWrighl; NrA
Vltor Pr|-$utrj Inm ol il.rtrtyl llol Dcicrmincd
S9rc'il'r GnvilY: (vrateFl) 1.270
PH:25-2.6
Pcrccnt Vobul. (by wcEhtl: .taE%
-
9ECTION il,.' FJRE:AND EXPLGloll OATA
Fhsh goini (Dc9rrcs Frhrrnhrit; PenrLy{rrdhs Clorcd SuFl:Non6 to Boiling
fumes.
Fhr Eili,n$frhlrp lilcdb: Not combudiHa, Use ryalsr spray, dry chemictl, {lcohol foam, ca6on dioxide or other agentB
lilppropia" Oriubiabh sunounding ttre. Watcf spnry ccn UJ usoa no aUolb gaccoua fiormat<lehvde and reduce initatng
Fhrnm|DL Limib (Percfit btvotcE): Formeld€htsc (gas) LEL-7 UELr73
Ip3GII Flt Ftgl{inl ftoccdrru ild E$rhilE|lt Uso €olf conEind br.tdiF ?pp.rrtus atd prote stbn lor sldn' [Jse welcr
sirayro rcep *orage .ontannerg-oo.l andto-"luoro anolvrd grseous forrnaldehyde. uss sslety€qulpment and clothing which
ii sunrds tor ptrosphoilc acd ard matsriab in umounding firc,
Unururt Fbt rnd Erplorion thzrdc: May libcoie nammtuc t4ldroggn gED uPon conlact wltft |r|rny mst|h' PtctDct
teronnct agehi mEt ilap.t]-.r epfastr*- trfung gasousformeH6hlda b evolwd by hot matetiat-
H.tardcur Comburilion Productss Combrdon products cs^ include cttbott (b$de' catbon monorHe. $!rogen,
anrmonh, hyrlrogen methanc, and orifus of PhosPhorug-
Conditirns lo Awid: Stable al normal slorage condilions.
Corftminelion wi0r stong oxitlizerE, sfono alka[s' frong
ecitls, urs! or phenol
tlzlrft uf lttcotnp6ilion Produclsi
vrpors are ral.GBd bu hot solutons.
t/lrnuttsturat'3 ilamc :
Universal Prllective Technologies
201 N. Shedy Shorss Rd. Box 96
l.6ke O6llai. TX 75065 USA
Componenl
(Gas ReOisay NoJ
msx 1 ppmTWA (E hr)
2ppmSTEL max200PPmMethgnol (67 - 5€ - 'l)
Appcrnncc rndodon cber colodess liquit wnh B
pungenl odot
Boilirg Pobrf l (Dogto6s Fahrenhei0 208 nd eccurate';
nrhlur€ of componcnb
llrlting Poit* @egreee Fahrenhen) NrA
Vrpor Daltly: (airrl) Noi delemined
Evepcrrtot Rrt : (Brfitl Acrtdt2-l; Not dstsrmhsd, (tl)
Slabuty: St bL
Inconprtibility (trterhlr to Avoad): S-trcng qitizcrs'
allcfrs, or ecbs. Sbwfy teacis vdtt some common meblt
casCng highly tlrmmabl€ Wmgon Os b be cmitbd.
Fotmcldehyd.lleardcur PohnrcrLrtion: Wlll NOT occrrr
FROI'I :IIEENET-EXCHANGE
RcrplElory Ptot|ction (SFclfy TyF.): use NlOSlt/MSltA
epprorryt rarDlrrbr sultable fot oae $tur Inorgrnlc ftLtt .n t
Fue4 2os1 89t45qn P4
V.illhion: Local Erluusl - lf requircd b msinbin TLVs
fle c{rrnlcal (g€nonl) - fNrE
SPsdd - Notapplicskts
E'ap6u|r Frdrr Rgrdim Usc: Formaldehyde vaponr may cEuse id[ton and infiammttion od eyes and mucoua membraner
of lhe uppsr roEireiort fact. Repeated rkin contacl may causc skin inilalion, dermalitio or other allerplc teactions. There il
considorable indiyiduil vrrhlion in sonslivity lo tormebohydc
eitclr of Ornr.ttroeuo: Sevorc erpcrurr mgy cauae mug8a. FuhoDaty ifiilafon end l6s of coflscioubnecs. Msy be hta
il sy.uormd. Prdoqgcd oo.|trct wl0r slin may cas8o roddrning of gfioclod rrea. Oirscl conlrct wilh tho eyes caus€s redners
ph, conjtndi& and wilh sovero srpqsur€ porslble cornerl do5truc{ion. VagoF moy osuse pulmoncty iriEtion and rcdnest
ofthe eyes.
Frobrblc Routro st Erportrro: Inhala6on, elln. rry€s, ingsttlion.
Slin Con|lct Redorro contaminated clothing. Ptompll)
wash skin thoroughly with large quanliliee of soap and water
for et leasi 5 minules. lf irfuton penisb, consult a phytlsl€n
Launder contamlnstcd clofiing belbre use.
Ineodin: Induce wmitng immediaGly by otvirn a
t6blespoon of sslt in a glats of ursrm walcr and repcal uniil
fluil ts clear. Call a physicien. Never giv€ enything by mouth
to an unconGcioue p€tlon.
:,
Ord: Nol drblbhed. Erpeciod to be torb. Acde Onl Toririfp LD60 (ral)<500{l mg/lq
Donnat Nof €tablsh3d. Mry be lrltu0ng ritr cordinuous conbcl. Fotn*tehydo. lDslt (Ebbi0 -27O mglkg
Inhrblion: Nol edrblbhed. FotmaHcffo. TQLO (human) 8 ppm-
Cerclnogcnicily: lhc numerous epilcminloghal :ludicc hanc hilad to domons{rrts a .eletionship belrvaen fodnaldchyde
e:gorurc and nasd curccr, or pulmondy dlsltirG ruch lg emphys.trrs or lung cancer. Human opedence has not indlcslod
shoil.term elbclr oher tlpl ipihncy, el mean lerofc of eporgre of I pprn or bclow. (Fotber, Godbetg, and Munro, R€poil of
a Prncl. R.nbd of AvElsble Information ot the Hat[h Efrctr ol Occ4n6onal Eoqrure to Fotmaldehyde. Ontado Mtnisry ol
l-abr, lr85). Rab crped to 15 ppm of fornraHetrydo ior 24 mo,rUis in r hboratoly strdy dwelofed nassl cancer. Erposorg
of 5 #n dH nat rEult h stdfutaaltt Sffrarf lelreb d ntsal cnncer rnd none oocumd st 2 ppm. Mics and hamst€F in chronic
siudloe havo not developed nasal tumos. IARC and NTP lid formaldohyde ss nn animal cerdnogen.
othrrPrrtincnlOdr: Not
Eyc Pmtoction:Pmtdc{ivo glesees o? googbs.
I oBanic wpots if pmpcr wnlilaton can not br Fovftled.
*F to b. t.[ao in GrsG Fr|brLl L nLracd o? rpmd: Confine rpilled mslotlal snd abeorb on sand. saudusl, esrlh or
ohir avrflsHe solttr, Sr,reep and pleoe in a sulbblc codainer. tloufelize with gdde ash and fluslt with wgter, Call the National
Responrc Ccnter (00G424-S3{O) if sdll b repoilrble quanttty. Rinse minor spil}s ittlo sewet if psrmllcd by Fdetal. Shte and
local rogul'flol!.
W.3tc Oirpoarl Llhods: Formddcttde arrd mslhanol arc lbbd rrrls undel the fedral hazrrdous wade regulauone.
Etrergcncy rnrl First Airl ProgcduF$:
Eye Conitt. Ri$e immedFbly$h wabt. Remov€
corttrc,l lensos, ihen llush eyes immcdidely with
runnirg watcr bt at l€6t l5 minutes. Eremineton by
a PhYsician is imperative.
lnhrhlonr RcmffE io frslr alr immodatcly. Ghn
orygen or artificial respirgtion if nsc€ss{ry. Ssek
medical dention if nece€s8ry, Use rdequrtc
venlilaton.
Prot ctivo Cloves: Wg€/ impewiotE glovG ar nacasssly
to awit conbcq rubber or nsopronc,
Oth.r Prot ctiv. Equipm.trt Adequdto cltrrlno b nhlmtse chanoo8 of codbot wih slin.
D'Epos. o{ urdlc in cornpliance wilh all Federel, Sbrb and local
FRO}4 .. : " UEBI.IET-EXCHANGE RX N0. : 94@-327-2867 nufa zaoL wi46qn Ps
- Avoki breatring mist ot vapor
. Wash skin hsl contocled mttetial wih sosp and wdef-
- Do NOT usr ol slo;s noar i93t 0r open rme
cL.o Wrt r A.t Rrquht|rrnts: Fonnsld€hfito b ltsilsd undel Scdim 31 1 a6 a hsardour substance requiring lhe eubni:sior
of $e Ngtoml Potubril Cbdtsrge Elimhalion (NPDES) permll apdlcalion to EPA. Formaldehyde is Hed in Table I ot terdnl
requhemeirls es a hazadous suHsncc required lo !e tdontifie.t by e$ling disoharges, it etP€dsd ro bo ptesent, Sec 311 ot thc
clean weler ac{ lisb phosphororrc as a hazardous subslrnce wlriclr, if discheryod inlo or upon water, will ptos€nl an lmmln€n
antl substantial danget to public health orwrlfarg. Sdlls of 50fl) pounds ot mor€ mu6t bB lepoded lo ths Natonsl Rosponst
Center 1-80042{€802.
hrsourco Conscwrtirn rnd Rocolrry Art (RCMI Re+rircnnnt3: FormaHchydo (U122) is considered a ha2atdoub wast(
il .nd lNhon li b discrrargd by ibelf. As r corrsdu.d of tht6 produci th€ roquiremenlF o{ tho fudersl hazsrdous .egul6liorF do no
apply unless the vasie fails to pa:e rny of EPA s four tesb for delermlning hazardous wsstes-
SECTpNX -
TSG|\: No Applicable inlbrrnaion ?ound
i,lo Applioablo inlormalion lound
Frogcr Shippang lf.to.; N/A
lLr.rdcE$: trl/A
!.l.lF.qulrod: N/A
Olhrr Pcrtincrt lalonnrtion I N/A
PFc.utionr b bc Trkon in tlrndling and Sloring:
- Keeg away flom eyes
-Avold contad$dth :ldn orclohlng
- Use only wiih odequstc venflalion
o'Urcr Pocaullons: Personncl handlhg normaldchydo musl ba treinad in hs use rnd fol 6m6rgonc1, sltuations. Ptovile
sefety showen and eyetvash eteliong in sreas of folm6ldehyde u3..
Rcgbl?|tioDCc.rtificrlions: Noapplicableinlormetonfuuttd.
E LciiY. Orlr: Augu*t 21. 1986 Supertadcs: Allhevtous
fnpotL||t: The informttion rnd dets herein rre b1{iarcd b be eccurate and havr beon compliod from sourccs bclierod to
be rclbUe. tt b oltaed to your consideralion, iilveaftgEton and vetificalion. Buyer rrrumcc sll &t of use, siolaQs' slxl hrndlng
of the product in complhncs with applicablo fadcrat, cate , atd loctl laua .nd regulltona.
Universal Proteclive Technologiee and Universel Fire Shield mekei no waffanly of any kind, expressod or implie{
conccrning the accuaracy or completeness of the hformalion and data hgrein. This Information is provided by Flarne Saf'
Cnemical Corporation and Universal Fire Shield for Material Safety Data Information only.
FDA: ilo Applkable lntormedon toond
USOA- No Appllcablc lnfoflraton found
CPSC: Labe requhed - Danger: ]iley be Falrl if $rallowed.
Cause+ Scryere 8urns. LiquH and V.por ldbtng to Ey65,
Noss, Moutr rnd Throet Mey Clae Atalplc Rerdons.
Conlsins 6,7% FormaUehyde. (See 9010.125 of Harardoue
Sultctance Lrbeling Gulde6).
HAVEKOST + ASSOCIATES P.C.
11 21 G RANT STFEET
DENVEFI,CO E}OzOg
303./ E}61 -1121
FA)< 3 O 3,/46 3-O661
AFICHITECTUFIE
P LA NN IN G
UFIBAN DESIGN
July 9, 2001
Town ofVail
Department of Fublic Works
75 South Frontage Road
Vail, Colorado 81657
Attn: Gary Goodell- Chief Building Inspector
RE: Antlers Condominium Addition/Renovation; Permit #800-00.58
Dear Mr. Goodell:
This is to follow up on our letter dated December 21,2000 relative to
building permit "Conditions" dated 7105100 and more specifically to
our proposed utilization of pre'staiired l" nominal cedar tongue and
groove soffit finish, pre-stained l" nominal redwood bevel siding at
some exterior balcony guardrails and pre-stained l" nominal
redwood channel lap and bevel siding at a few exterior wall surfaces
as indicated on plans dated 4/6/00. As you know, we worked for
many months withthe Town of Vail Design Review Board and staff
to achieve final approval ofan exterior design which included the use
ofwood finish on the above referenced areas.
As the Antlers project has now moved to the final ercterior finish
stage, we feel it necessary to clari$ our understanding ofacceptable
criteria for the installation of exterior wood finishes. As you are
aware, our research into the natural characteristics ofredwood
indicates it possesses superior fire retardant qualities allowing l"
nominal un-treated redwood lumber to meet a Class II flame spread
rating (per UBC table 42-A), a 70 flame spread, 60 fuel contributed
and 75-l 15 smoke development rating. Here follows proposed
construction assemblies for exterior building wood finish according
to various locations as identified by your departments "Conditions"
of 7105/00.
A. Roof Soffits: (refer"Conditions" itemt4) "Anywood
proposed to be located 5 feet or less from the west
property line must be approved fire-retardant-treated
wood"..., including 1" nominal cedar soffit materials.
Portions of roof soffits of condominium units 514, 515,
516,517,518 and Conference Room 502 which intrude
into a 5' setback distance from west property line shall be
constructed ofstructural steel, metaldeck, fire retardant
treated 2x wood fascias covered with 20 oz. copper,
5/8"exterior grade plywood sheathing*, 30# feh
* 5/8" exterior grade plywood sheathing at roof decks will
not be fire retardant treated.
over 40 mil. bituthene, fire retardant 2x sleepers and lx
battens, concrete tile roofing with soffits of 5/8" gypsum
sheathing supported onl-112" metat funing channels at
16" on center maximum and finished with fire retardant
treated pre-stained 1" nominal tongue and groove cedar
siding supported on another layer offire retardant I x 4
funing strips spaced @24 o.c. (refer l/A9;6/A9). A
continuous soffit vent shall be located beyond the 5'
setback adjacent to exterior wall line. Pre-stained heavy
timber (6x10) bracketVbeams as shown on elevations
(Sheets Al4, Al5) and constructed according to 91427
shall not be fire retardant treated. Roof soffits elsewhere
shall have the same assembly except the wood will not be
fire retardant treated as allowed by LiBC 1997 Edition
B. Balcony/Floor Soffits: Under 8" precast concrete plank
structure shall be l" nominal tongue and groove pre-
stained cedar siding on 1x4 funing at24' oncenter at all
exterior condominium balconies (refer Detail 3/M6;
41A27). Soffits under 8" precast concrete plank floor
structure shall be l" nominal tongue and groove pre-
stained cedar siding on 3x fruring with polysfyrene
insulation or suspended on metal channels at 16" on
center with 5/8" gypsum sheathing backing, (refer
Sections 2/ A29l' 3 / A29).
C. Exterior Balcony Guardrails: Condominium balcony
guardrails located around the outside perimeter of the
building which are planned to receive l" nominal pre-
stained redwood bevel siding finish shall be backed with
5/8" fire retardant treated exterior plywood covered with
15# felt and supported on steel tube structure and metal
furring channels with inside face of guardrail of 5/8"
fiberglas reinforced cement board, (refer Detai4l9T).
D. Exterior Wall Finish: 1" nominal pre-stained redwood
channel lap (vertical) and bevel (horizontal) siding
located on outside perimeter of the building is typically
furred over 7" precast structural walls with 3" metal
funing channels, 3" polystyrene board, 5/8" fire retardant
treated exterior plywood and 15# felt under the redwood
siding finish, (refer North Elevation A14 fitness, office
conference 502 and units 420 thru 620). Alternate
redwood siding faced walls will utilize 6" metal studs at
24" on center, 5/8" g;tpsum sheathing, l" polystyrene
board, 5/8" fire retardant treated plywood, l5# felt and l"
nominal pre-finished redwood siding (refer East and West
Elevations strcets Al4, Al5 and Section 7/427). No
exterior (outside perimeter) redwood faced walls are
within a 5' setback to any property line.
E. Conidor Balcony Guardrails: Conidors serving existing
and new condominium units (facing entry courtyard) are
to have l" nominal pre-stained redwood bevel siding over
15# felt, 5/8" exterior plywood supported of metal funing
charurels or studs at 24" on center on steel tube or angle
frame with inside finish of 5/8" fiberglas reinforced
cement board on metal furring, (refer Details 41A27,
5 l M7 and 2l Al5, l / A16, 2l A16 and l l AlT).
We understand that the general contractor, Casson Building
Corporation will submit inforrnation relative to fire-retardant
treatment selected for your review and approval prior to application
as required by Building Permit "Conditions" dated 715100, including
guarantee time period, method of applicatio4 etc.
Sincerely,
Havekost + Associates P.C.
Approved
ofPublic Works
President
CC: Casson Building Corporation - Attn: Dan Casson
J. T. Berga & Associates - Attn: Jack Berga
Antlers CondominiumAssoc. -Attn. Rob kVine
April26, 2001
Anilers Condominiums Addition/Renovariqn I
Proposed Loft (Mezzanine) Addition #514, #515,#516
U.B.C. 1997 Edition tuialysis
U.B.C. Section 507.1 Con*ruction shall be consistient
l. Building #2 = 24New Residential Condominium Units, OK
Type II One Hour Allows 54, 000 S.R Area
Actual Building #2 Area 34,334 S.F.
)
J
Lofts at 514/515 375 S.F. X 2 =
Loft at 516 412 S.F. =
Total Building #2 Area
R-l Occupancy allow height 5 stories O.K
2. UBC Section 507.3
Mezzanine not to exceed 1/3 floor area ofunit (room)
750 S.F.
412 S.F.
35,496 S.F. < 54,000. O.K
1,190S.F.+3 = 396
375 S.F. < 396, O.K,
1,100 S.F. ..'3 = 366
412 S.F- > 366
1.87 occup4nts <10 O.IC
2.06 occupants < l0 O.IC
#514/#515 Floor Area
Proposed Loft Area
#516 Floor Area
* Proposed Loft Area
200 SF/occupant Table l0A
#514/#515 375 S.F. + 200 =#516 412 S.F. '= 200 :
4. UBC Section 507.6
Possible revision can reduce loft area to 366 S.F.
3. UBC Section 507.4
'Mezzanine shall be open"; except:
1.2 the occupant load ofthe enclosed space does not exceed lp. occupant load-,
"If any required exit enters room below, the occupant load of the mezzanine
shall be added to the occupant load ofthe room unit in which it is located.
Table l0 A requires 2 means ofegress ifoccupant load exceeds 10.
# 515/ # 515 Occupant Load 1,190 S. F. + 200 = 5.95 occupants
Loft Occupant Load
TOTAL
1.87
7.82soy8< l0O.IC
Occupant Load 1,100 S.F. - 200 = 5.5 occupants'
Loft Occupant Load ' 2;06
TOTAL 7.56saY8< l0O.K.
#516
l.
..it\
|'tt],
(
.l
I
*Purchaser requests additional storage area (Ceiling Ht. < 7')
Sunrmary: IJBC Section 507 Mezzanines
a- Constnrction ofproposed mezzanines Tpe tr I br. conforms with r
Building #2 ConstructionTlpe, O.IC
Clearheight above and belownot less than 7'; t'O.K
Total occupad load of units with loft is 8 < l0 O.K
Total loft arEa does not exceed l/3 area ofUnit (room) beloq O.K
Not more than filtg wzafu,levels, one level, O.K
Mezanfumayb enclosed if occupant load is less tban 10, O.K
l(
!o ruAlo fqrliff .q-sMet"M."" 7Kf'be
A oSlury" A1 U, 5 rds .fFt
.:,1
i .r l.Jr'''$,.
i,!
I ' ::"
1' ;'l''
ti\.rl\li
vft s
Itr/Wrr0I-vArlly
Building Permit #:
Electrical Permit #:
75 S. Frontage Rd.
Vail, Colorado 81657
ffcLt-fztcTte 7/4C-,
Town ofVail Reg. No.:Contact and Phone #'s:
AMOUNT OF SQ FT IN STRUCTURE:ETECTRTCALVALUATTON: $ /fOO oe
Llob7zobo(
JobNanYo , r1LryzF,a4-- a'tu)D;s
Detailed description of workr
t U/R.Z- .<Jatt L(JA c-LS tq,.tb (AAD
WorkClass: New() Addition() Remodel([ Repair() TempPower() Other()
Work Type: Interior $qJ Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Sngle-family ( ) Dudo< ( ) Multi-familV (,lQ Commercial ( ) Restaurant ( ) Other ( )
No. of Accomrpdation Units in this building:No. of Existing Dwelling Units in this building:
Is this it for a hot tub: Yes
Does a Fire Alarm Existr Yes ( ) No ( ) ;1a1a1 ,y.Does a Fire Sprinkler Systern Existl
COMPLETE FEET FOR NEw BUILDS and VALUATIONS FOR ALL OTHERS Labor & Materials
Assgsors '328-86t10 or
l*t*****t**i!***t*t***i*rr*r**********'tiFOR OFFICE USE OilLY"n!r:r*rrrr*!t*r:t:rrr*rt**tr**tr*ii****'r*****i*
F:/evEryone/fo rms/decperm
| .u\O\
\cx I
o
rf+itaf+t *********fttttttt+ta ff++***a+att*ttftattta++*+** ***+** aft*f*++**ll{' t++altatfllat+ft
TOWNOFVAIL. COLORADO - Statement
+ ft ft*a I f**+** a +* a***t**lraf+ ft I ll *+*+*+* a l+ a*l f+alta*
. ,Statement lihrmber: R000001.797 Anount 3 $53.00 L2/O3/2OO]-O3 :59 Pttl
Palment, Method: Check nit: cD
Notation: *4548
PerniE No: . 801-0213 T14re: ELECrRICAL PERITIIT
Parcel No: 210107205013
Site Addresa: 680 LIONSHEAD PIr VAIL
IJocation: ilfTIJERS ITNIT # 201
Total Fees: S53.00
lhls Payment,: $53. OO Total. ALIJ PmtE: $53 .00
Balance: $0.00
t *f lt *{r f* * f* *+**fl | *++** * *lt'l+ '} * **+t*ra+{ra*ll*{rt+al+ +lla++*a* f*af t** { a**** + * *{'*t****** *+l.aaa *
ACCOIJNT ITEM LIST:
.Account Code Descriotion Current Pmts
EP 00100003111400 TEMPoMRY P0|JER PERMITS
|''lC OO1OOOO31128OO I,IILL CALL INSPECTION FEE
50.00
3.00
TOVVN OF VAIL FIRE DEPARTMENTO
75 S. FRONTAGE ROAD
VAIL, CO 81657
970479-2735
]ob Address:
Location.....:
Parcel No...:
Project No :
OWNER ANTIJERS
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
F01-0004
IASUED
03/07/2001
03/19/200r
0e/15/2007
s2, 203 . 00
$2, 203 . 00
s2,203.00
$0. 00
SPRINKLERPERMIT
680 LIONSHEAD PL VAIL
680UONSHEADPL
2707072060W
?r-lY<r -ooj1
Permit #:
Status. . . :
Applied..:
Issued. .:
Expires. .:
945-5356coNDo Assoc 03/O7/20OL Phone:
03 / 07 / 2ool Ptrone :303-373-4744
License:
COMTRACTOR A3C FIRE PROTECTION, INC.
2O1OO EAST 32ND PARKWAY
surTE 195
AITRORA, CO 80011
License: 188 -S
APPI,ICAI\IT ABC FIRE PROTECTION, INC.
2O1.OO EAST 32}TD PARKV{AY
surTE 195
AttRoRA, CO 800L1
I-,i.cense: 188-S
Desciption: sprinkler system, upper level garage
Valuation: $87,9M.00
03/o7/2ooL Phone:303-373-4748
FEE SUMMARY
Mechanical->
Plan Check->
lnvestigation->
willcall->
91, ?60. oo Restuarant Plar Review->
S440.00 DRBFee---------------->
so. oo roTAL FEES------->
$3.00
s0.00
$0.00
s2,203 - 00
Total Calculated Fees->
Add'tional Fees---->
Total Permit Fee---->
Payments--_.->
BALANCE DUE->
Item: 05600 FIRE DEPARI'I!{EN:I
O3/L6/2OOL mvaughan Action: AP this plan is approved based on agreed upon
modifications between ABC and Vail Fire and Emergency Services.
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAITCE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the inlormation required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zonin6
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS TOR INSPECTION SITALL BE MADE TWENTY-FOUR HOURS IN 4?9-2135 FROM t:00 AM - 5 PM.
**t++++*++*tt****+******r****f *"****+***+*******,|****************f ** * * * **** ***** ****+
TOWN OF VAIL. COLORADO Statement
,l * ++ * * + * * * * ** ** * * * + * f,* * * * +* * * * + * + * ******++****+** ****t* * * *t*t* *** * * **+*'i*t+* * **********+***+
Statement Number: R000000513 Amount: 52,2O3.OO 03/L9/200111:29 AM
Palment, Metshod: Check Init: LC
Notation: #8150/ABc Fire Protection
PermiE No: F01-0004 114)e: SPRINKL,ER PERMIT
Parcel No: 2LOIO72O6OOO
Site Address: 680 L,IONSHE"AD PL VAfL
Location: 580 LIONSHEAD PL
Total Fees: $2,203 .00
Thia Pal.ment.: $2,2o3.oo Tota1 Ar,r., Pmts: $2,203.00
Balance: $0.00
*++****+*+**+****{.f,*************i****************f* *'t**++f,*+**++**+++****+********++********
ACCOTJNT ITEM LIST:
Account Code Description Current Pmts
MP OO1OOOO31113OO MECHANICAL PIRMIT FEES 1./60.00
PF 00100003112300 PLAN CHECK FEES 440.00
WC OO1OOOO31128OO hJ]LL CALL INSPECTION FEE 3.OO
t>il I @TED rlilcool?l'lrl Or
P'gie(t
Eoll.lhg#;EHil_iGEITiffiivncsgtlr@ - Fot -oooY
Tilil *Dmltlrl rnd*op dnufngl ?'. r?$__--,1r-- --'r -r5 r- s-rarrrrtt $ftrnnr1til Cdordo l/flt'fs7
ffi il;trar6xc.don wtu mt bc aepd
witfiorG$is lttlbttndoil ^- u r. ,- -.? | --r ??t";"itfrrdd;=d;tddd En9H3 *anp or I{JGET. lctrd lu (tnln)
sbmP.- E{tiffuort qlt dt.els ot lnElak'I lhidraulkahlHots.
. I'sae or Cobr.do Pbn Rcaffion lbnn
: Ptarrs ttt tlt ue suUnicl ur e n:O*nO f,rr prohdlon conEacbr'
coNlPlJlE YALUATTOI|S ron runn pglfrr
I nlesPa'toe': t /71:!.:l_:-J
l--.-_-
Ailrl5s;rt:so , *
ffiatnlt*,udE.r
workcb: ftcloo Addtuott( ) Rrmodel( ) Rcprir( ) Rctrc'tt( ) o6cr(
rVpeCeUg': Sngtc'lhnflv( ) ltrc'faraV( )ffiTxJ R€uurant( ) otl*r( )
Gffi;unns n ttils buildq:
tlo. otEdritqt D,udll€ Urns hub boung:
(frloraH.E hb)
Bleor a'fetr aL
rhn l,+", G">\ izt^(7./{
,rrrr*rt'.t.*r.ar".rl*r*rlr*.*rlrll.**.FQR OffiCE USE OlllYtrt""t"""lttt"t'tl't"'fttttttr
rVaefnltbmn*fwm
- : I
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
or*frrr*r oF coMMr.JNrr" orurrorrt
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M0l-0037
Job Address: 680 LIONSHEAD PL VAIL Status . . . : FINAL
Location.....: 680 LIONSHEAD PL Applied . . : 04116/2001
Parcel No...: 210107206000 Issued . . : 05/11/2001
ProjectNo: Expires..: 12/08/2003
owNER ANTLERS COTIDO ASSOC 04/L6/20O1 Phone: 945-5356
I-,icense:
APPLICaNT ROD HALI-, COMPAIIY O4/L6/2OOL Phone: 3O3-777-77OO
255 WYAITDOT STREET
DENVER, CO
80223
License: 150-M
CoNTRACTOR ROD HAr,r-, COMPANY O4/A5/2OOL Phone: 303-777-770O
255 WYA}IDOT STREET
DEITVER, CO
4o223
License: 150-M
Desciption: Listed gas fireplaces for 26 condos and lobby.
Valuation: $42,000.00
Fireplace Information; Restricted: Y # ofGas Appliances: 27 # ofcas Loss: 27 # of Wood Pellet: 0
t t!tt **.tt * t,t trt* t*a t *ii * a* tt't t* tt *a l
Mechanical--> S840. 00 Restuarant Plsn Review->
Plan Check--> 5210. 00 DRB Fee->
So. oo TotalcalculatEd Fe€s--> 91,053.00
SO . OO Additional Fees->$0. 00
Investigation->
WiU Call---->$3.00
BAIANCE DUE-__>$0.00
Item: 05100 BUILDING DEPARTMENT
o4/27/2oot eRe Action: AP
CONDITION OF APPROVALCond:12
(BI-,DG.): FIELD INSPECTIONS ARB REQUIRED TO CHECK FOR CODE COMPLIAME.
Cond: CON0OO4672
(BLDG.) : INSTAL,LATION MUST CONFORM TO II{ANUFACTURER'S INSTRUCTIONS A}lD TO
CHAPTER 10 OF TI{E 1997 ITMC OR CHAPTER 10 OF THE 1998 IMC.
Cond: 25
(BIiDe. ) : GAS APPLIANCES SHALL BE VEIIIED ACCORDING TO C1IAPTER 8 AND SHAIJL
TERMTITATE AS SPECTFIED IN SEC.806 OE Tr{E 1997 IrMe, OR CHAPTER 8 OF TI{E 1997 rMq.
Cond: 32
(BL,DG.): PERMIT,PITANS AI.ID CODE AIiIAIYSIS MUST BE POSTED IN MECIIAIIICAIJ ROOM PRIOR
TO AIiT INSPECTION REQITEST.
.:r*a)t*laltl*taaaa
go . oo TOTAL FEES-_-> 91, 053 . 00 Total Permit Feo--> Sl , 053 . 0o
Pqments-_----------> $1, 053 . 00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full ttre information required, completed an accurate plot plan,
and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY+OTJR HOURS IN ADVA}.ICE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:OO AM - 4 PM.
SIGNATI,JRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
04/ L8/OL W5?"u Ro{n!Tl:: \&
APPUCATION IflIlI ilOT BE ACCEPTED IF II{COI.IPLETE OR
Project #:
9, O- 47 9- 2tgB ( InsPectf ona)
NVNWUTL
75 S. Ftontagc Rd.
Vall, Colorado 81657
Permit will not be accepted rvithutt the follovvlngl
Provlde Medranlcal Room Layout dr.wn to scalo to Includ€!o lledronlcal Room Dlmendonso Combuttlon Alr Duct 9z{ and tocatlon
o Gombustlon Alr Duct S[rc and locauono Ftuer Vent rnd Gar llne $Ea and locadono Hcat LoE3ctlc!. I
o EqulpmentCut/Sp.cShs€b
I
)+)l+l
\\-*.t\
,\l
vlj
K
14._
Bq(OO!'IPLETE vAtUATIotl FoR ttlEcHAtllCAL PERIIIIT (labor & llaErlals)
@ooz
a,
ParcrN # (Requlred)
Job NarreL*t A^+ t€,rs robAddrfsD u], (l6v?5hgar{ PL,
legal D€scrlptlon I Lob fl Bhck: I Flling:Srbdivldonr
Engtn€€rl Addressi Phone:
ffiffi#rosi FlHbif#p""e.r
workoass: NewDo Addluon( ) Alteratbn( ) Repalr( ) Other( )
Botl€rLo€atton! Intelor( ) Exterbr( ) Oher( )Does an EHU exbt at this locatlon: Yes ( ) No ( )
Type of BHg: Shrgle-family ( I
tlo. of Exbdng Dwelllrg UnlE In thb bulHlng:No. of Accommodauon Unlts ln thls bulldlngl
l,lo/Tvne of Flrebhes Exlstlno: Gas-Apolbnces ( ) Gas toos ( ) Wood/Pe!le!,( ) Wood 8umh0 ( )
Burn{ng (NOT ALLOWED)Nofrype of Flreplaces Propo{ Gas App[aryfifif,,as gl
r4EGfANrcAL: r Lla,Ooo, o
OOT{TRACTOR I]{FORI,IATIOII
- 7?oo 'L3o?11-7- 7?oo - Atn44
**rl lt* ttr*.rla.rl* r*t.ar.t*r*** *r*l **l*FOR OFFICE USE OllLYr***.*r*r*r * *l *t *r. ***** t t* * * * * *** * **
u4/ ro/ tt I UN | | :03 lrA,{ul003
(D,n
"og
fire'Iftnt Sets n^tot nfi fromiEaery otfru ftrep{ace
MeMota engideea, using
mmputer imaging have
cteaH the flame pattem
'' and color ol a wood fire at
ib paak b€euty,
To thb pertect firc MeMota adds.
logs artistically hand molded trom real
logs and a bed of coals. The lo&r by
themselves are a hue work of aT?nd a .
point of interest in the fireplace.
Sooclflcrlicrr
flllll:-.-*.-.-.-.Ji 60,000
Lo 12,000
Eff clcfrt: ............tr.red! mt stds.
€.t Sr0glt .....-...........t1abre1 or U
Pilot Strhn:............-.--.Heo Spstt
Srhty ccds: ....-.....-AGrt Certifrd
$lO hthd:........,...11am0c1 Hersol
r AG /ll{sl std.lml[
ShippirE lbut .............,...,2i5 [s.
f rifrun fnni|tr DirFrsiotE
, ll'[ r 4fr'{ r A'0
, ftt fwi[ lruat
And when the lirc staG,
at the touch of a button, the
: logs come allve In a b€d of
glowint embes wilh gentle
flam6 roachinB through lh€
partially bumed logs.
The result is a romantlc, award
wirining log fire that fills the fireplace. lt's
so authentic you'd swear lou were
buming logs {rom the wood pile.
Sl|ndd [lulrm t
Urilq iem mfilt,
colr, 3-lad bum Eowet
rih rheoslrt finLkk
mo.-onm dass, frnrstt
0dhnt:
8led, Wrot$t lr ,
8r8t, or 24( edd fionts,
fi! sdtatt, nmtr c0flttol,
lbEi|rat sFhnr
t-t}ar.
harhr.t ||r.l hdBilld&
Li.L nd*,r n-lbcfrl
ir L lll
ndlab, Taffiad, ra Ii-ldbctrrio.rrd. )
OttEU.
Co|,',bwtilxr Air
tn
Mmdonseafttr Combustiotr, Dirut ilent Tufrrchgy
Hc.a.d
F.n M Alt
Va6ihGa,
Odidl
atitft VgfSiheat - Dd 60 foret Air tteat 'Tratsfer Sysutn (opttnaQ
Mendota s€aled combustion draws
air for combustion from outside the
hom€ into a sealed flrebox. Exhaust
is expelled through a separate vent.
Rmm air is heated and recirculated.
The system keeps warm air in and
cold air oul. This assures high air
quality, maximum efficienry, and
trcuble-free opemtion in today's
tight homes.
Icrv'fuaf moves heal from pur
ffreplace to other areas in your
home. The Chateau 60 has connec-
tions lor two Veniheat kits to allow
the hansler of heat to two other
areas. Heat is moved through ducts
with their own blowers and thermo-
stats. This optional system let{lQ -
Mendota Chateau 60 orovide heat
lo more than one room in your
home and to move unwanted heat
away from the lireplace.
HeaH
floq'' Ah -etun rF
cml +
R@,n Al( ++.. t,'
t/€aaed
hn Forccd Ait +i
Ctatea$ ffi Oire* ilatt Qas fireptrce Spetifcatiot s :
trtdu*n hnn H:
56r/l t.lb
21'[ r {01
g4/L6/0L f,ON l1:04 I]AX
OfrA Vurr noCl SqxtXUt
C!,re l/Lr Con|.a Vh,
, Top vbnt Dhrct vtot uodd EmxLT
corn vbr
o
NDIVlDUAL
G ool
MOoEL FEATURES
164tt fl
,tl173{all
fo.'l Vl9,gbovLrf, Top viov MODEL oOOOXLS. llr Ttht corrlburtloo chlrnber
. 14,0m - 35,m 8flrvtr lt{xlt. Htd ltrmal Elllchnq (75*+)
o il"tU.E. Rrllng of Bi (Nc) (Amnl fud
Ullzailon Emcienct). BEd-zrne optl(Il! Ardl$k. sour lrs sds b clrc froft hgtcerp Glfldanl),
rnlrsdir, Ior.6Ft 6 lls"5qn
. r uuhitu& ol Qdonal FDnB .rd/or dl
Frorn Vhdr lb Chre
- o/rrd Rarotscdol n:rma (snst-srat)
ltooE|- 60(x)xLT
.,itulitht cqtrirrtlm ftxtbn. 2{,m-3t.fmmuM|r Iryn
r ltgh llrmd Edideq OJI+). A-EU.S. Rrxng of 69t (Nc) (anud tucl
Utillatlor E0}cbry)
" . Hed-ZmE qtiqu rtr|llsble. fb*{llt oplion Avrllrbh
. Iour t g S€b bcllm fmmrtrgecaltT (sttrtrd,
I4spltl tap6norrry-doo
r . A lr{ul$tde of 0$lotd Iru !s /or Merh'
Fmrn Vhich Ib CluceNl . qFiord ldmb Cond ftEflntd (Sflrtt-Slc)
MO9EL OOOOTR' . zl,tm - 31,0m 8ruMtr hput (ltrt(ll ltsrttrg). l9,m - ?,m EruVhr lrpur (lhror drb&E). 7 ccnmkrt r lolr lrddtd dlh CEts
o {rllglrt Goohlkr Ghnts. .lR lumolo$r ofr: lruftple ltnut o?dorr
. lli8hTtrmrd Efricirrf. 0pomrl sdiloil Loss (t p40o)
. l Multule d oFod ftmE r/or lltlll
hmll,hth IO Clrc
MogEL GOOOARC H. Cudte IrF
. lir ll$t Cqnhltlm Orrmba. 27,0m EIUb/tu Lrput
' Uld ftmal Efidory
r Ghn Frd br 0pthnrl flnlshing
MODEL oOOOTVFL. 7 C€nrnic fib€r lr8! lGldkd slb Grd!
. 1},0(I) - 29,m muvtu Inp{t
. foew Encknt (5015+)
. Qrional split o* lotp 0qr6c{0). f &ttnt
r A ultin& of Q*krul konE adlor lledl
tm Vhlfi Ib Ghoc
q$ffi'%ft.
EtECln|o&
^pcE!!t
Ronl Vlrw $a Vlm
. EE TNEAL
ToF Vba
#,ffil.fnft*r
Olrcl Ybnl odrl @lr0TB
Coflldvh' Com6r \ror
3-'-
Iop VLw
lg l,a l489nraLval42ht$
t9l/.
t! r^l
6 rrl
r.l9$l
inl
rl5lfo
Top lrenl Dlrtct Venl Hodol 30O0ffiCH
colls VL*' ac !s rlrl<un
le !r |4|caalrrutld. | ff Yrtr F@nl Vl6,
It!,1
6000 SERIES MoDEL FEATURES
. L{rlrckr Dod^n (31'r 22') !. hrmln8 C!$c$ {d Ydkn FhrE
. f|rd* hlr b ltr fllrr l|4h rd tlcrt 0uSrl
(not flril$h oD rhu 6m Rol). Oan htmla8,. tudhdjudm Bu h. Bloirrrrnd/or Re3rt ooobol
. IGI hdp &nfred .rd CQl fppmd b( Ike dlh
lhnl or LP Gn nUc IIL lttcd
. olsoml Blmr (nDt |r'llCJe hrre&l 6frnno0. oprlon2l RSIIE Cmld (RC-$wt)
. Ih PrF tEdngsdnksStel Pm &m{. &tt Pr|trn m 0E ndrubt Hczft Io Qlonrl nbe r &kk nftay br Flnlu Slp od Srt. ln C8e ?t I Fosr Friluq lhrt ll.Gb Gas F!{o
*th St,t|dhg Ptbt WlllCo lDu! b 0pmb
Slib \rldr
I
. s#f IiSh lknDcflntc &nlt Sf,lth
r ller Urc rd &s $nl ffi
A - 12" Ii iioot ol tt$d klt
4.,16 lri" iuhrld[mtd ldl
tddffibir|lbntrfidr.rq
ld.r tn hrlJh l.ruJ Irdadhl d0.rlb!artd.[l.Bfi!Fdd
HBf.r{lJl EGft ndl |o 'fde ||b!.rldklt
Tlt. th4E ri .drr {frn||r! m.! t rt h.sl r. 0r fir dftd Lmd rtd ft Ernr.d}rrin !!d-
fltAT.lf-Gn,
r divlsloo dHerlh Terlnohglclr.
6{65 V. tlq tt, trliuapols, Mll 5t37E
(612) 890{367 tr (612) EW52t
InCl ur ec lnfo@hearglo.om
Yblt orr ?cb slh rt rrr.tczlulo.snBa_
@
llEfl'.tdo
f,o rI hlld. r Ldar lh!
I
r+=rsnEro!.r
Crx
3019lanr,ll lr04lrr.
tf, lt26
s P E C I F I C.A r I o il S
IOOEL
xEF|ar Fmmt$Dm ltEl( wrD'n{DEPTH FNO T
ou8a
oPg{tt{of.ad fana tult l4.l hno
l|m sit t !t/t]ta l/l al It ia [a 4 al tt2 a2 a.trirz
[o(tr rrdl 'n 76 tt S/l a7 5,1 ?''ltz 21 112 zl
'4IA'a,I/.
o
TON 11:02 FAX @ oo1
Rod Holf (omponu
255U'Y NDOTSt, DENVER, GOLO.80A3h: 3otlttl-r?oo
Et2 to3n77-tt69
trar rran''nLttal
hi
(
i
I hgebyaclcrrorvlcdfe_trat f gvetag $is aeplicdo& f,lcC our intuUtheirfrrrrxionreqrirea cor,phed anacrnb plot ph4 arrd *a.te tftat all the irdoraratiion es rcqrircC ic maect I agree to courply wiEr the Aifouradur rrd
Plqt PIan' b c@PIy with all Town cdinances and shte laws, utd b bgrlld. this strucurre acccnaing o Oie br,ytg zoninl
and eqbdivld.m codes, desigrr rrn'icw qrproved, Uniforur Building C#and"gth€r ordinances of tre f&m appfratte'
:ther€rlD-
|
06/L4/oI XoN 12:09 FAtr \r!r_uEv-l,EH l, -
@oog
iPAGE 3/S
FQIJESISIoREISEECilONETT:.rgU,\DETWENTY-fOuBHOIIIq'IN ADVANCElryIEElFtS'[EAT!rr9.a!6On
^TOI'ROnT
*rnOUt{rA{-s
G-
r D = 9?O4"s
DECL\R.A.TIONS
SIGT{ATUNE OF OWNER O8, CONI?ACTOR FR HIIIllsd'.F ENP ONN-P
C-.
12-0&2003
7:52am
Inrpecdqr Request Reportlng_._ vAtL. co :JoIIl{_0E_._
Rcquelbd |nspcct DrE:
Insp€cdon Arer:Sit Add..ss:
A,P/D lnlbrm.[,on
Aclhrtv: Lt t'O097 TYDr: &MECH
Cons TvrE: occuoaircv:
olrtiiec AiITLEFS CONOO ASSOC
SRyr, Dccembcr oE, 2003
68O UOf{SHEAD FI.VAL
680 LtOltlsHEAD Pl-
sullg, mrex
Phone: 94ffi
gbtl3: lggtEDlnepAlr: GRG
-^t - "-4./t!,-'t3/'/ -4Ur:--
_,^-ffRequesbd Tlme: 0l:00 Pill- Pfrone: 4762471
Enhr€dBy: oGOLD€N KTlrmoErp: )-<
i - rll{.]|4. < l) , )re.j' \J l
<l'l rtr, ltq 4t'->. r?/) -. ' ,'r.-.->[.; ,2' I t-/ /-- f .--' .''t' '.-- ' '2^
( il\lu
ezl , h7DI rtn
;. /l.i' lt
f*orc{ontl*,'ry -:/4tmJ/
lhm: 2O0 lE-c]tBqtgn _:l*pro',rd *
06/21'01- TED.&I: ERG.' Adhn: PAPAFTIAL APPROVA
"ffijFi ffi, .L%tt16 m4'. stis "osil$fi|tr#ffiw* dcanrs e' t'il818.
Cmnnrds: Unb321.4l4-f16&421. Willn€6dgGplpl|gp|caflre|3sl$onilflttpatc€sb&r.dryilEf.
Item: 310 ilECH-Fleatmlhm: 315 PtlBGasPFlns '*Apgroved*
0ryi6,01 hsFeoc ' 'GRG Actbn: AP APPROVED
Cofi n n$: thl 318 orily. S) pol |et| tor gps fr.ploe€.tb|n: 3?o MEc}}tu'|aust Ftoo{tslbm: 3ixl MECtI-SuoolvAh]hm: 34O tlECl.t-Mtid.'Itgn: 3S ltlEc}}'Fln€l
1181101 hrD.cbf: cdarrls Acton' Pl PARTIAL f.fSP€CTlOtlco menls: utsr8 3t 4,31 5.31 q.31 7,31 8320,93 11 4,415 A16,41 7,'ll E'42o,
421 *- 1+ Lt^rtg
1').rr.J |,r ,,n sp.-.-cl \Q Lc''n'lsd'Lot't,
Page E
Appficrnt RODI'ULTCOMPA}.JY Ptffii ffi.?77.7700
Cmrment Contracbr cdn€ bV ro dck up D€finI $os told lt vrss r€.dy. Tdd lil|n fi{ slgffrd oft. - LCAIpBEIL
Coilfit€nt rout d to Grry Godrhll'416i01 p.m. - LCAIIFBELL
Rearlested lnsr€cdon{sl
tbm:
f,aquedor:
300 trEcH+lnd
ROD FIALL COIIPA}.IY
Comm€lts: alqi ofrrepfcEAcs|qil[n: cDAvls
REPT131 Run Id: 1463
TOWN OF VAIIJ
75 S. FRONTAGE ROAD
VAIL, CO 8L557
970 -479 -2L38
APPLICAIiIT
CONTRACTOR
OWNER
.]OBSITE AT ALL TIMES
PermiL #: A00-0025AI,ARM PERMIT
Job Address: 680 TIONSHEAD PLLocat.ion...: 680 LIONSHEAD PI-,
Parcel No. . : 2L01--072-06-000Project No. : PRiI00-0039
DEPARIIvIENT OF COMMIINITY DEVELOPMEI{:I
NOTE:T1IIS PERMIT MUST BE POSTED ON
SEatus. .
Applied.
Issued. -
Erqpires.
ISSUED
08 / 04 /2000
08/ 07 /2ooo
02 / 03 /20oL
COMMEREIAI SPECIALISTS
WESTERN COLORADO, LLC,
COMMERCIAI SPECIALISTS
WESTERN COLORADO, LLC,
AI{:TLERS CONDO ASSOC
580 Lionshead P1 , Vail,
uKIt lee
Inveatigaeion>
Will Call---->
TOTAI, FEBS- - ->
OF
P.O. BOX
OF
P.O. BOX
Co 81557
L572,
L572,
Phone: 970-513-7100
SILVERTIIORNE, CO 80498
Phone: 970-513-7100
STLVERTHORNE, CO 80498
Phone z 945-5366
Deseript,ion: FIRE AIARM SYSTEM FOR
Blect'rical- - - >L,2'-3 .OO
NEW AND EXISTING VAIUATiON:58, 000 . 00
FEB SI'UMARY
Total Calculated F6e€- - - >
Additional I'eeg-------- ->
Total PerDit Fee-_-_---->
L,245 . OO
.oo
1,216.OO. o0
3 .00
!,2L6.OO
IECM: OSOOO ELECTRICAL DEPARTI4ENT DCPT: BUII,DING DiViSiON:08/0412000 JRM Action: APPR N/AITbM:. O55OO FIRE DEPARTI'IEIVT DEPI: FIR.E DiViSiON:08/04/2000 MIKE_V Acrion: APPR APPR AS NOTED ON PLAN
Pa)anents----- -- _
BALANCE DUE---- -oo
CONDITTON OF APPROVAI
tir * t i t * Jrt t * t * i
DECI,ARATIONS
I hereby acknowl-edge gha! I hav€ lead tshiE applicacion, filled ouf in full the infontratsion requj.red, cortplaEed an accuraco pLol
plan, and BtaEE tshac a1l the infornacion provided ae required i6 correct. I agree to conply rith the infomation ard Ploc plan,
to conply with all Tovn ordinanc6s and Etsac6 lawe. and to build lhis sgructure according uo thc lown'6 zoning and BubdiwiEion
codes, dc€ign rcvier approwcd, Unifor[ Building code and othor ordinanced of, the Town applicable hharcco.
REQnESAS rOR TNSPECTTONS SHAIL BE UADE TgfEl+T{-FOItR HOT RS rN AD\IB.IICE By TETTEPIiONE AT 479-213S OR AT OUR OFFTCE PROII SrO0 AU 5:00 PU
CTOR FOR HIMIIELF AND OIdNER
mwv0pvfiL
75 S. Frontage ttd.
Colorado 81657
AppucArroN wfror BE AccEprED rF INcoMptp1lf*tt"*
Building Permit #:
Alarm Permit #:
Commercial & Residential Fire Alarm shop drawings are required at time of
. application submittal and must include information listed on the Vail,
2no page of this form. Application will not be accepted without this
information.
Conbct Ofile at 970-328-8640 or visit
FireAlarm: g (o8,@0, oo
olzoboot- o1z-Parcel #if no bldg. Permit # is provided above)
)ob Addres: 6fu LlonSHeto PLRCqJob Name: $$.rTlej?s @Nry4,n,u^
floor, unit #,
Ngur ADrrlorr Lzvets
Ftec- ALarzu 3esar-r^ fre. New,Es<tgrtstr'- BLff-,
WorkClass: Newp{ Addition( ) Remodel ( ) Repair( ) Retro-ffi( ) Other( )
Restaurant( ) fther( )Typeof Bldg.: Single-fiamily( ) Two-family( ) Mutti-family( ) Commercial
No. of Accommodation Units in thb building:No. of bdsting Dwelling Units in this buiHing:
Does a Fire Sprinkler Systern Exisil YesDoes a Fire Alarm ExisH Yes
MABWEtf9';"^usB 6F Town of Vail Reg. No.:l6r-s contactand Phone #t: ha^Jl^ b taul(qru\ 5tz-11oo
Contractor Signature:
****ni***.t.r*i***.t.rn**r***i*t*******FOR OFFICE USE ONLY*r**t*r*********i*r*n.*****ti*r**.**:l
F:/e\reryone/fu rms/alrmp€rm
lleurruDArlc o 4 W,
v\
\
J\
\T-.\
)v
.\\
{r
\
3
TOWN OF VAIL FIRE DEPARTMENT PROCESS
FOR COMMERCIAL & RESIDENTIAL EIREALARM SYSTEMS
Commercial and Residential Fire Alarm shop drawing requirements at time of
submittal must include the following:
A Colorado Registercd Enginee/s stamp.
Device locaUons on reflected ceiling plans.
Typical device wiring diagrams.
Battery calculaUons.
A list of specific device model numberc.
Equipment cut sheets of each type of device.
The number of each tyPe of device.
Information indicating the specific zones.
Circuit diagrams.
Point to point wiring diagram.
Wiring type, size, and number of conducbrs.
The source of AC Power circuits.
Fire alarm panel locations.
Knox Box locaUon.
Information indicating monitoring method and monitoring
agency.
r;formatien regarding property managens and contact numberc.
.!( Olvneds primary residence location and contact numberc.
rnstru-ctiolt forfire alarm system operations and any pertinent
code numEtrs for proper operations.
This check list has been provided to ensurc that our review process may be
handled in a timely manner.
I have read and understand the above listed submittal requirements:
Prcject name: l\*)l(.tlzj LonBfnlN tprn AD()m tms
Contractor Signature:
AppucATroN *ilho, BE AccEprED rF TNcoMpLETE
75 S, Frontage Rd.Vail, Colora-do 81657
Separate Permits are rcquired for electrical, plumbing'
FOI,JNDATIONS ONLY PER}117
38
Building Permit
s7 o- 47 9
W(Inspections)
mechanical, etc.l
Conhct Asresnrc Office at 97O-328-864O or visit
Parcel # See Legal Descrlptlon
lob Name: Antlers at Vail Addltion Job Address: 680 Lionshead Place
Legal Description ll Lot: 3 ll Block: I $ Fiting: 3rd Subdivision: Vail-,/Lionshead
Owners Name: 6rrg1"rs at Vail Address: 680 Lionshead Place Phone: O7O) 476-2471
Architect/Desiqls1; Havekost &'Assoclates Address: $lfrl.F:'eb 85t88'Phone: (303) 86I-r121
Engineer: Redwine-Rezian, rnc. ll Address: iitr,, co BL62o 'll Phone: O7o) 748-o7tl
Detailed description of work: eaaf ti.on of 24 Condorniniurn unlts, 7 Enployee housing unlts '2 Level- park garage, Admln. offices, Cornmon area space
WorkClass: New( ) Addition(X) Remodel( ) Repair( ) Demo( ) Other( )
WorkType: Interior( ) Exterior( ) Both(X)Does an EHU exist at this location: Yes ( x) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( )0 Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 72 No. of Accommodation Units in this building: 0
No/Type of Fireplaces Existinq: Cut nootfii*o f xiias Loqs f ) Wood/Pellet ( ) Wood Burning L)
No/TvpeofFireD|aces,,oooffiasLoqs()Wood/Pe||et()WoodBUrning(NoTALtoWED)
Does a Fire Alarm Exist: Yes (X ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( X)
for Parcel #
COMPLETE VALUATIONS FOR BUILDING PERMIT (tabor & Materials)
Bil?ffirt't:i"" 320,ooo ELECTRICAL:9 O OTHER: $ 0
PLUMBING: $ O MECHANICAL: $ O 'IOTAL: $ 320'000
REFUNDCLEANUP DEPOSITTO: Antlers at Vail Condo Association
CONTRACTOR INFORMATION
Contact and Phone #'s: Dan L. Casson
(303) 690-1s00
Dan L. casson
*************************rk*********rr***FOR OFFICE USE ONLY****,r****tr*****r.*rt******.*********-rtr**
F :/everyone/forms/bldgperm
tlAR t 4 2000
sToilwoRk
. GENERAL CONSTRUCTION . PLUMBING
. MASONRY
. WARM AIR FURNACE
. ELECTRIC WIRING
. NO BUILDING PERMIT
. GAS FITTING AND VENTING . ZONING
WcEP meavEO67Et4
: OTHER:
'ffi:w
D0 1{07
ffi,
-.rvr.yrrs\
Inspector
b
REMOUE THIS I{OTICE!
sToilwoRk
. GENERAL CONSTRUCTION . PLUMBING
. MASONRY
. WARM AIR FURNACE
. ELECTRIC WIRING
. NO BUILDING PERMIT
. GAS FITTING AND VENTING . ZONING
WcEP meavEO67Et4
: OTHER:
'ffi:w
D0 1{07
ffi,
-.rvr.yrrs\
Inspector
b
REMOUE THIS I{OTICE!
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 8L657
970-479-2L38
APPLICA]!:T CASSON BUILDING CORPORAT]ON
15630 E. HINSDALE DRIVE, ENGLEWOOD,
COI TRACTOR EASSON BUU-,DING CORPORATION
15530 E. HINSDALE DRIVE, ENGTEWOOD,OI,'INER AIITLERS CONDO ASSOC
580 Lionshead PL, Vail, Co 81657
DEPARTMEIiIT OF COMMUNITY DEVELOPMEIVT
NOTE: THIS PERMIT MUST BE POSTED ON .]OBSITE AT AIL TIMES
Permit #: 800-0058NEW Mi]LTf -FAIVI BUILD PBRM
7tl-eo-dosf
'JOb AddrCSS: 580 I-,IONSHEAD PL SIATI-1S...: ISSI'ED
Location. . . : 680 LIONSHEAD PL, AMLERSApplied. . : 04/07 /2000Parcel No..: 2tot-072-06-000 rssued...: 06/29/2000
ExSrires - - z L2/26 /2000
Phone: 303-690-1500
co 80112
Phone: 303-690-1500
co 80112
Phone: 945-5366
LEVEL GARAGE, ADMIN/COMMON ARE
Descript,ion:
24 CONDO',S,7 EHU'S,2
Occupancy
ABartmenu Houses
Public GaragesPublic Buildings
Warehouses
WarehousesOffices
Fact,or Sq. Feet valuat,ion
r-FR & rr-FR 133 .l-t- 37 ,323 4 ,968, 064 .53
r-FR & rr-FR 72 .08 3L,040 2 ,23',7 ,353 .20
r-FR & rr-FR L82.'75 2,140 391-,085.00
r-FR & II-FR 73.r-0 910 65,521 .00
rr-llrR & v-LHR 43 .35 L1-0 4,'768.50
r-FR & rr-FR 158.10 9,L4O 3.,445,034.00Subt.oLal: 80, 663 9 ,LL2 ,836 .23
Tot,al Valuation: 15,49L,82]- .59Table Date: 05/L7/L996
Fircplace Infordation: Restriceed: YBs
PIan check---> 40,5s9 . 00
r:rye
Zone 3
ZoIle 3
Zone 3
Zone 3
Zone 3
Zone 3
*!r**r*r*,.r***rrrr.r**rf**rr*rrr*r*i*rr*rr*****r*r******trtrr FEB suuMASy ***i**t**r*r*t**t{*****.tt*!ri*irtr*t**l*r**tt
Building-----> 4O,5B9.OO RestuaranE Plan Revl.6w--> .00 Total Calculated Fe66---> 113,o49.00
USER VALUaTION: L7,Oe2,O45
{lof cas Applianccs: 2s #of ca6 Logs:ifof wood/P6116ts:
DRB Fee--------
Recrealion Fee----------> 30.36e.0o Total Petdit Fe6--------> 113,o49.0o
ctean-Up Deposit--------> l..ooo.0o Paymenba----------------> 113,o'r9.0o
InveBtigacion>
t{i1L Call---->
. oo
3. OO
TOTAT FEES----- 113,049,00 BATANCE DUE---- .00
* i *ti***i** r**;
ITCM: O51OO BUII,DING DEPARIII4EMT DCPT: BUILDING DiViSiON:
O4/L9/2OOO KATI{Y ACtiON: NOTE ROUTED TO GARY06'/23'/2000 KATTTY Acrion: NOTE REV C5.1-C6.5 TO GARY06./23./2000 KATHY ACTiON: NOTE POOL,BIKE PATH TO GARY06/29'/2000 GGOODELL Action: APPR SEE CONDITIONS ON PERMITIEbM:'O54OO PIIAIiTNING DEPARfl4NfrT DEPT: PI,ANNING DiViSiON:
O4/L9/2OOO KATITY ACIiON: NOTE ROUTED TO GEORGE05'/23'/2000 KATIIY Act,ion: NOTE REv C6.1-C6.5 TO GEORGE06'/23/2000 KATIIY Act,ion: NOTE POOL,BIKE PATH SITE TOGR
06'/29'/2000 GEORGE AcEion: APPRrcbm:'05500 Fin-t pepenrMelYi Depts: .FrRE Division:
O4/I9/2OOO KATIIY Action: NOTE ROUTED TO MCGEE/VAUGHN06'/23'/2000 KATITY Acrion: NOTE RBV C6.1-C6.5 TO FrRE06/23/2000 KATIIY Action: NOTE POOL DECK,BIKE PATII TOFD
06./29./2000 GGOODEI-,L ACtiON: APPR OK PER MCGEE, PHONErtbm:'05500 PuBLrc woRKs Depts: PttB woRK Diwision:
O4/L9/2OOO KATIrY Action: NOTE ROUTED TO LEONARD
05./22./2OOO LSATiTDOVA ACTiON: APPR APPROVED WITH CONDITIONSribm:'05700 StwIROMvEN'rAr-, AEALTH Dept: HEALTH Division:
O4/L9/2OOO KATIIY Action: APPR N/ArTbM:. 05550 ENGINEERING DEPtr: EIiIGINEER DiViSiON:
O4/L9/2OOO KATIIY AcLion: NCrIE ROUTED TO TOFI KASMEL
9q/.4/.2aaQ lqury lrorr, NorE REV c6.1-C5.u 'ebotQ6/.?3/.2OOO KATlry AcEion: NOTE POOL DECK,BIKE pl,TH rOtX05/.29/.2OOO GGOODELL Accion: AppR pER E-MAIL FROM TOM K.06/29/2000 KATIIY ACLION: APPR BIKE PATII DESIGN BY 7/LL
;;;;;;;;;; ;;; ;;;;;;;;;;;;;
DECIARATIONS
I hereby acknor.ledge Ehat I have r€ad thi6 applicacion, fi.Lled ouf in full tsbe infoination required, coEpl€ted an
Plan, and scate thaE all che inforiabion prowided aB required i6 correct- I agree to couply eith t'he inforEat.ion
codeE, degigrr revielr aplrroved, Itniforh Buildi.ng cod6 and other ordinances of Lheret o.
accuratse pIot,
and plot' plan,
Eu-bdivi s ion
REQUESTS POR INSPECTIONS SI{AII. BE MA.DE TWENTY-FOT'R SOURS IN AD\,ANCE BY
Send Clcan-Up Dcpo6it To: AIIILARE IOD('E
AT OtR OEFICE FROM g:00 Alit 5100 PM
HIMI'BI.F AND OWNER
STATUS: ISSI]ED
Applied: 04/07/2O0OIssued: 06/29/2000
To E:cpire: L2/26/2OOO
********************************************************************************
Permit #: 800-0058
CONDITIONS
as of 07/05/00********************************************************************************
Permit. \4pe:Applicant:
Job Address:
Locatsion:
Parcel No:
NEW MI]IJTI-FAI'{ BUILD PERM
EASSON BUILDING CORPORATION
303 -690 -1s00
680 LIONSHEAD PL, AMTLERS CONDO'S.
2L0a-072 -05-000
Descriptj-on:
24 CONDO'S,7 BHU'S,2 LEVEr., GARAGE,ADI4TN/COMMON ARE
Conditions:1. PRIOR TO BUITDING PERMIT THE FOLLOWING CONDITIONS MUST BE
MET.
1.ALL STAMPED DETAILS FOR RD. IMPROVEMENTS MUST BE STJBMI1TED
2.RETAINING WALL MUST BE DESIGNED, APPROVED AIiTD STAMPED
3. PROPOSED STEP SIIAI,I. BE PROVIDED WITII DETAII, DESIGN
4.COST ESTIMATE AI{D COST BREAK DOWN SHALI, BE ESTABLISIIED
BETWEEN AIiITLERS AND TIIE TOWN OF VAIL.
s.EASMEMT AGREEMENT ESTABLISH BETWEEN TIIE TOWN OF VAIL AND
MONTANEROS.
2. ALIJ WORK TO BE AS PER TIIE APPROVED ARCHITEET- AND ENGINEER-
STAMPED PLANS, THE APPLICABLE PROVTSIONS OF TTIE 1997 I]BC.
1999 NEC, r-998 rMC OR 1997 I,MC & TIIE 1994 UPC OR 7-997 rPC,
ALL AS ADOPTED BY TI{E TOltlN OF VAIL,- & OTIIER APPLICABLE
ORDIIiIANCES 6. REGII,ATIONS OF THE TO$IN, INCLI]DING CONDITIONS
3.
4.
5.
OF APPROVAI, FROM TIIE PEC AND THE DRB.
THE OlrlNER SIALL RETATN QUALTFIED SPECTAL TNSPECTORS IN
ACCORDANCE WITH TIIE REQUIREMEI{IS OF CHAPTER r_7, 1_997 tBC.
AI{Y WOOD PROPOSED TO BE LOCATED 5 FEET OR LESS FROM THE
WEST PROPERTY LINE MUST BE APPROVED FIRE-RETARDAI{:T-TREATED
WOOD. PROPOSED 1II NOMINAL TONGT]E-A}TD-GROOVE CEDAR SOFFIT
MATERIALS LOCATED 5' OR LESS FROM W. PROPERTY LINE MUST BE
FLAME-RETARDA}IT-TREATED IN A}T APPROVED MANNER. PLEASE
SUBMIT SPECIFICATIONS, GUARANTEE PERIOD, METHOD OF APPLI-
CATION, ETC., FOR REVIEW & APPROVAI PRIOR TO APPLTCATION.
CEDAR SIDING PROPOSED FOR EXTERIOR OF GIJARDRAILS AND AT
OTHER LOCATIONS ON TIIE EXTERTOR OF THE BUITDING MUST BE
BACKED BY FIRE-RETARDAI{'T-TREATED PLYV|IOOD OR ANOTHER APPROVED
NONCOMBUSTIBLE OR FIRE-RETARDA.}IT-TREATED MATERIAL. AI.,,L
CEDAR SIDING MUST BE FI,AME-RETARDAMT-TREATED IN AN APPROVED
MANNER. PI,EASE SUBMTT SPBCTFICATTONS, GUARAT{IEE TTME
PERIOD, METIIOD OF APPLICATION, ETC., FOR REVIEW & APPROVAIJ
PRIOR TO APPLICATION.
AT A.I{Y TTME THAT THE EXISTING BUILDING IS BEING OCfi'PIED,
TWO APPROVED EXITS MUST BE PROVIDED FROM AII.. OCCUPIED
AREAS. IN ADDITION, EAST & WEST STANDPIPES ARE TO BE I'ULLY
OPERATIONAL AND ACCESSIBLE. FIRE DEPARTI'IEI{:T CONNECTION (S)
WITH CONNECTIONS TO BOTH STANDP]PES ARE TO BE PROVIDED.
PLEASE COORDINATE WITH THE FIRE DEPARTMENT REGARDING
CONDITIONS FOR OCCI]PANCY, PHASING, EXITTNG, STAIiTDPIPES, FTRE
DEPT. CONNECTTONS, ETC. CO}TTACT MIKE MCGEE OR MIKE VAUGIAN
AT 479-2135.
PLEASE COORD]NATE WITH THE FIRE DEPT. REGARDING SUBMITTA'L,
REVIEW & APPROVAI., OF SHOP DRAWINGS FOR AUTOMATIC FIRE AI,ARM
& AI}TOMATIC FIRE SPRTNKLER SYSTEMS & SUBSEQUENT R.EQUIRED
INSPES TONS OF THE TNSTALI,ATIONS.
FINAL BIKE PATH DESTGN DRAWINGS COMPLETED AND SUBMITTED BY
,fItLY 11, 2000.
9. AIVY OPHVINGS (W]NDOWS OR DOORS, ETC.) THAT FACE ONE ANOTTIER
BETWEEN THE EXISTING BUILDING l AND THE NEW BUILDING 2
THAT ARE LESS THAN 25 FEET APART MUST BE PROTECTED AT AN
APPROVED 3/4-HOUR RATING, ELIMINATED OR MOVED TO A DISTANCE
OF 25 FT. OR GREATER (SEE TABLE 5-A, UBC, FOR R1 OCCUPANCIES
OF TYPE II-F.R. AI{D TYPE II l_HR CONSTRUETION, RESPECTIVEI,Y.
5.
7.
AppLIcATroN *rlo, BE AccEprED rF rNcoMpLE , olr.,*
Building Permit #:
Separate Permits are required for electrical, plumbing, mechanical, etc.!
FULL BUILDING PEPJIIT
ED
MlaFvtn
75 S. Frontage Rd.
Vail, Colorado 81657
97 O- 47 9- W(I nspecti ons)
ConEct Assessorc Office at g70-328-8ffiO or visit for Parcel #
Parcel # See Legal Descriprion
Job Name: Antlers at Vail Addition Job Address: 680 Lionshead Place
Legal Description ll Lot: 3 ll Block: 1 ll Filing: 3rd ll Subdivision: Vait/Lionshead
Owners Name:4rrg1"rs at Vail ll Address: 680 Lionshead place ll Phone: (97O) 476-247L
ArchitecvDesigner: qavekgst &
A q qaln 1 2 rac
Address: I-t2l Grant StreetDenver. C0 80203
Phone: (303) 86i-1121
tnglneer: Redwine-Rezian. Inc.Adrlre<<. I5U !l. Beaver L;reek tsI .Avon. C0 81620 Phone: O7O) 748-07IL
Detailed description of work: Addition of 24 Condominium uni-ts, 7 Employee housing units,
2 Level garage, Adrnin. offi-ces, Common area space
WorkClass: New( ) Addition(x) Remodel ( ) Repair( ) Demo( ) Other( )
WorkType: Interior( ) Exterior( ) Both(X)Does an EHU exist at this location: Yes ( X ) No ( )
Type of Bldg.: Single-family ( ) Two-family ( ) MultFfamily (1) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building: 1r No. of Accommodation Units in this building: 0
l2
No/Type of FireDlaces Existinq: Gas Aooliances (x ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (
No/Type of FireDlaces ProDosed: Cas npofr$ce, (x ) Gas Loos ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)
Does a Fire Alarm Exist: Yes ( 1) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No (X )
COMPLETE VALUATIONS FOR BUILDING PERMTT (Labor & Materials)
BUILDiNG: $ r0.569.92r ELECTRICAL: $ I,I49,26L OTHER: $ 415,347
PLUMBING: $ t.:SS.SgS MECHANICAL: $ 2BZ,9Zt TOTAL: $ 13'082'045
REFUND CLEANUp DEpOSIT 16. Antlers at Vail Condo Association
CONTRACTOR INFORMATION
General Contractor:
Casson Building Corporati
Tovyrrpf Vgil'RQ. No.:lryf ,/Contact and Phone #'s: Dan L. Casson
(303) 690-1500
contractor Signature: IMA ,,L ' VZ?44L-'-
sson
*************:f ****:t***************rr****FOR OFFICE USE ONLY*****r(*********!r********'t****:r*******
F :/everyone/forms/bldgperm
TOWN OF VAIL
75 S. FRONTACE ROAD
VAIL, CO 81657
970-479-2138
oo
DEPARTMENT OF COMMI.JNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BUDG. PCTMiI #: DOO.OOOS
Job Address: 680 LIONSHEAD PL VAIL Status . . . : FINAL
Location.......: 680 LIONSHEAD PL, ANTLERS Applied. . : 03/13/2000
ParcelNo....: 210107206000 Issued...: 04/2012000
ProjectNo. : 2? Expires . . .: 10/17/2000
APPLrerlfr CASSON BUTTJDING CORPORATTON 03/L6/2000 Phone: 303-590-1500
1-5530 E. HINSDAIJE DRI\18
ENGIJEWOOD, CO
80112
L,icense: 150-A AIso is COIITRACTOR
owNER ANTIJERS CONDO ASSOC $/L6/2OOO Phone: 945-5355
License:
CoNTRACTOR CASSON BUTTJDTNG CORPORATTON 03/L6/2OOO Phone: 303-590-1500
1.5630 E. HINSDAI,B DRIVE
ETIGIJEWOOD, CO
80112
License: 150-A Also is Applicant
Desciption:
FOR DEMOLITON OF BUILDING ONLY
Occupancy:
Type Construction:
Type Occupancy: ??
Building-> S948 . OO Restusnnt Plan Review->
Phn Check--> 9616.20 DRB Fce-_->
Add Sq Ft 0
# of Gas [ogs: 0 # of wood P€llet: 0
FEE SUMMARY aa'ria:}'r*lt'rt'ta'tr.*'la:r*ara'rarratta'r.lta:lat*r*'|aa..t.*.*..'r**.
$0. oo Total Calculated Fees-> 12 ,067 .2o
S0.00 Additionsl Fe€s->$0.00
lnvestigalion->
Will Call---..>
S0 . 00 Recrcation Fe€->S0 . 00 Total pennit Fee_-_> 92 ,067 .2O
TorAL FEES-> 12 , 067 .2o BAI AllcE DUE->s0.00
l:l l*l**'ia**a*rt tl*
Approvals:Item: 05100 BUILDING DEPARTI{EI{I
03/L6/2OOO KATHY Action: NOTE ROUTED TO GARY
03/28/2000 GGOODELIJ Action: APPR ASBESTOS,PLNG,PUB
WORKS
Item: 05400 PLAIINING DEPARTMENI
,3/L5/2OOO KATTTY Action: NOTE ROIITED TO GEORGE
04/05/2OOO CEORGE Action: APPR
IIEM: 05600 FIRE DEPARTI{ENT
03/16/2000 KATTTY Action: NOTE ROUTED TO MCGEE
Valuation: $151,112.00
Fircplace lnfomation:ResEicted: # of Gas Appliances: 0
$3 . oo Clean-up Deposil-> $5oo . oo Payments----> 52 , 067 .2o
04/L9/2000 TI(AssMEIr Action: AppR AppR wirh
conditions
IIEM: O57OO ENVIRONMEI{TA! HE,ATTH
It,em: 05500 PUBL,IC WORKS
03/L6/2OOO r(ATHY
03/]-6/2000 KATHY
Item: 059O0 LIQUOR
03/16/2OOO KATTTY
Action: NOTE ROUTED TO
Action: APPR N/A
Actj.on: APPR N/A
o
IJEONARD
|||l.l+|il||l'|l.|t+.'l+||'t*'.**'}*|t||||l||l|ili|.'t|.||'t*.|*'|.||.*
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SIGNATURE OF OWNER OR CONTRACTORFOR HIMSELF AND OWNET
PAGE 2:F***t**t*t*****'i**:i*:t{':t*t!***'|l.{.ti,|*'t*:|*'t!t*****'|***'|'t*'t,|'}*'t**l'******'|*'|{.*'|'}**,t****,t*'}***+{.**'|*'|*********
CONDITIONS. OF APPROVAL
Permit #: D00-0008 as of 06-24-2004 Status: FINAL
**'t'i,l:t'*'|{t'l't*'l**,l****.f***+*'}:i,|t*'|.****'t'}**+*'}**+**'|:*'l*'}*'t'}*'|t,|t**'t,}:t'f+*******'ll!|t|***
Permit Type: DEMO. OF PART/ALL BLJDG. Applied: 03113/2000
Applicant: CASSON BUILDING CORPORATION Issued: 04/2012000
303-690-1500 To Expire: 10/1712000
Job Address: 680 LIONSHEAD PL VAIL
Location: 680 LIONSHEAD PL, ANTLERS
ParcelNo: 210107206000
Description:
FOR DEMOLITON OF BUILDING ONLY
Conditions:
Cond: CON0002785
FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED IF TI{ERE IS A FIRE ALARM OR SPRINKIER SYSTEM EXIST-
NC IN THE AREA OF CONSTRUCTION. THIS WILL PREVENT FALSE
ALARMS.
Cond: CON0002786
KOECHLEIN CONSULTING ENGINEERS. INC. SOILS & FOI.JNDATION
INVESTIGATION JOB NO. 98-I62 DATED 8I2O/98. DEMOLITION
SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED
INTHE SOILS & FOTJNDATION IWESTIGATION REFERENCED ABOVE.
Cond: CON0002787
THIS IS A PARTIAL PERMIT AUTHORZING DEMOLITION ONLY. SEE
PERMIT #800-0026 FOR EXCAVATION & ADDITIONAL CONDITIONS.
Cond: CON0002788
Foundation Permit shall not be issued for 4-6 weeks to
allow the civil engineering plans for the street
improvements to be approved by Public Works.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: CON0002789
DURING CONSTRUCTION. SAFE MEANS OF EGRESS IS TO BE MAIN.
TAINED FROM EXISTING STRUCTURES AT ALL TIMES THEY ARE
OCCUPIED. TEMPORARY MEANS OF EGRESS ARE SUBJECTTO
INSPECTION & APPROVAL BY THE FIREDEPARTMENT.
TOWN OF VAII,
75 S. FROTCTAGE ROADvArL, CO 81657970-479-2L38
Elcctricrl--->
DRB Fc6
Invc.tigrtion>
will c.ll---->
TcrXAI! FESS--->
N0IE: THIS PERMTT MUST
DEPARIl,lEllr OF COMMUNITY DEVELOPMENT
EIJEeTRICAI.,
BE POSTED ON iTOBSTTE AT ALI. TIMES
PERMIT permit, #: 800_0030
iIOb AddrESg: 680 LIONSHEAD PLLocatsion...: GgO LToNSIIEAD pL.,
Parce1 No. . : 2LOt-072-06-000ProjecE No. : PRJOO-0024
Status...: ISSITED
ANTLBRApplled. . : 04/06/2OoOIssued...: 04/L3/2OOO
E)q)ires . .: L0/L0/2000
Phone: 970-949-6095APPI,IEAIIT RIVTERA ELE TRIC, INC.2LO7 W. COLLEGE AVENUE, BNGLEWOOD,CONTRAqTOR RIVTERA ELECTRIC, iN'.2TO7 W. COLIJEGE AVENUE, EI{GLEI{OOD,OI{NER ANTLERS COITDO ASSOC
G80 Lionshead pl, Vail, Co g165?
co 80110
Phone l 970-949-6098co 80110
Phone: 945-5365
Description : ELEC To RBLoCATE TRANFoRMER,ADD NBW/REFt/aruation:130, 000 . 00
irtttr'tttt'rtttttttttttttt*rtt,,ttt*tr.ririrlr
rEE guailA3y trtrrrrrrtti,rrrrirr.rrrt*.rr,,rrt.,*.,trrr?rrirrrlrrrar.rirria
2,267.OO
.o0
.o0
3.O0
2,210.OO
2,27 0 . O0
.00
2,210 .00
2,27O.OO
.o0
Total crlculatBd Ecss--->
.nddlt,loml Pe..---- - - - -->
?olrl P.rElt Fc.-------->
Pa)t[anga- ---- ---
BAIANCE DT'E-.. - -
i.,ri* i *f r r *t r,artl, fr r. rrrr,, r r
r!'t'i,lg\'dil-flffiffi ffi dsm.ffi mil::::esisnFF-i,J;ili:i:t,
,,ttrt*!ltttt'tt**tttttt**ttt**t'ttttttttttttr*r*rtr.trrattati.rtrrttrrirtrtrrrr.ratr.,!r*r''ttrrra.irr*ttrttr*rar!,
rttarrir
COI{DITION OF APPROVAIJ
1. FIELD INSPB TTONS ARE FSQUIRED TO CHECK FOR CODE COMPLIANCE.
DECTTARATTONS
r h'r'by acknotl'dga tsh't r hrve road th16 appricatlon, flll.d out in full the inforoacl,on raquircd, cooE lst.d rn rccurrt. plotplen' and 'trt6 !hr! rll tsh' iaforo.tlott pro"iaia ra r.q*rrr.a lE corracb. t rgr.. eo cooply vlrh gh. infomatsion rnd p1ots prrn,to cooPly rlth Ell Tortl oldinrtlc.. end acltc lave, and to bulrd tblr acructur. rccording co tshc toun,r zonl,ng rnd subdlviploncodee' dcrlEn rcvl'cl rpprovrd, lrnl for6 Buildlng coa. arra olhor ordln.lrcr. of th. Totn .!4rlicabl. thcr.to,
aEQrJlgSs FoR rNsPBc'rtoNs smLtJ aE laDB Tl{Bt\tTY-FooR HouR€ rN.[DlaNcE 8v TETJEPHoNE AT {?9-2130 oR At, ouR oFprca FRott 8!oo ltr| 5:oo p
I,''
i,ncor,a""a
f ar 4z4,-
I pnncel /
V
Eag I
328-B:elb
Offlce
TOWN OF
PERMIT
PtTo-osz{
too - o03D
PERIIIT iTVAIL CONSTRUCTTON
APPLICATION FORMomn:lffulpo_.
. APPLTCATION MUST BE FILLBD OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
I****************************'r'r pERMIT INFORMATION * * * * * * * * * * * * * * * * * * ******** ** *n [ ]-Building [ ]-Plunbing 0(J-Electrical [ ]-Mechanibal [ ]-other
Job Narne, A^tLt Job Acldress, /o&D tM
Architect: l\o"",lo\ S.-htauc,ho.f Address: l12'l G.o^\ Sr 0uoer,CDgaao:"n9;iLXel
General Description:
work class: [X]-New [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other
Number of DwelLing Units:Number of Accornrnodation Units:
ljpnber and Type of Fireplaces: Gas Appliances-_ Gas Logs_ wood/perlet_V
Ft 't * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATfONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *'t _-^ -:\BUILDING:
PLUMBING: $
Address:
Dlectrical ractor:. Address:
nlumbing Contractor:
Address:
Legal nescription: Lot BIock
Owners Name:
Filing SUBDIVISION:
Address:Ph.
ELEcTRICAT,: $ l3D. DDD.dD OTHER: $
TOTAL: $
INFORMATfON * * *.r. * * * * * * * * * * * ** * * * * t * rt ** *
MECTIANICAL: $
ric
Town of VaiI Recr. NO.
Phone Numuer :pgl-4gg!=ita
I4L-E
Mechanical Contractor :
Address:
********************************
BUILDING PERMIT FEE:
PLUMBING PERMIT FEE:
MECIIANTCAL PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
FOR OFFICE USE
BUTLDING
Town of vail Reg. N-o.{&€&_
Phone Number: 94?-6ag-F--
Town of Vail Reg. NO.
Phone Nunber:
Town of Vail Reg. NO.
Phone Number:
*******************************
PLAN CHECK FEE:
PLUMBTNG PI,AN CHECK fEE:
I.IECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN.UP DEPOSIT:
TOTATJ PERMIT FEES:
CLEAN UP DEP.OSIT REN'ND
VALUATION
--'= (,.11
ii \\ i*'BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
connents:
75 3oulh tronlage road
Ytll. colorado 81657
(303) 479-2138 ot 479-2L39 ottlco ot communlty dovolopmetrl
BUILDING PERI.IIT ISSUANCE TIME FMI,IE
If this permit. lequires a Town of Vail Fire Department Approval rEngineer''s (Public t,lorks) reyiew and approval ,'a planning'Departrnent
review or Health Department review, ani'a review by the duitllngDepartment, the estirnated time for a total review iray take as l6ngas three weeks.
All commercial (large or small) and a'l I mu] ti-family permits willhave to follow the above rnentioned maximum requiremlnts. Res.identialand.small projects should take a lesser amount of time. However, ifresidential or smaller projects impact the various above mentioneddepartments. with regard. to necessary review, these proje.i, rnuyalso take the three week period.
Every attempt will be made by this departnrent to expedite thispermit as s.oon as possible.
I' the undersigned, understand the plan check procedure and timeframe.
X
Communi ty Develooment Department.
TOltlN .rF VAIL
75 S. FROTiITAGB ROAI)vAIt, co 815s7
970-479-2L38
APPT-,1EANT
CON"IRAETOR
OI'INER
Blcctrlcrl-- ->
DRB F..
Invoatigrgl,on>
wi l:, c.ll---->
TCTIAL FB!!'- - - >
iTOb AddrESS: 580 LIONSHEAD PL
I,,OCAEiON... : 680 LIONHB,AD PL,Parcel No.. : 2L0L-072-06-000
ProJect No. : PRiIoo-0038
RIVIERA ELECfRIC, INC.
2LO7 W. COLTEGE AVENUE, ENGLEWOOD, CO
RIVIERA ELECTRIC, INC.
2LO7 W. COLLEGE AVENUE, ENGIEWOOD, CO
A}TTLERS CONDO ASSOC
580 Lionshead Pl , VaiI, Co 8L657
Stsatus..-: ISS'.]AD
AIIILERS App1ied..: A5r Ji"it,Issued...: 06 .rOi.,
E{gires..: L:. rl00
Ptrone z 970-94'
90110
Phone z 970-:'
80110
Phone: 945-5366
Valuation;4, 900 .00
DEPARTIT{EIiIT OF CoI4MTJNITT DEVBI.,OPMETiIT
NCITE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AII-, TIMES
ELE TRICAL PERMIT Permit #: 800-0087
Descript,ion: powER FoR TOWER CR.,ANE
FEB SUT4UARY
90.oo
.o0
. o0
3.OO
93.O0
9t. oo
.00
93 .00
93 .00
.00
ToEal calculaEed fe6s--->
Additionel. F.c.- - - - - -- - ->
TotsaI Pcrr1ts Fce-------->
Pay06ng.--------
BAt A.}ICE DlrE-----
i!rr r* * * * *r r*r rt i J a !r t * a t * t e ,r t i a i * * r * atrt *r* r *!r**tr a r r ***|}**rr r
IECM! ,06000 ELEETRICAT DEPARIT"IENT DEPI: BUILDING DiViSiC':06/05/2000 KATIIY Action: AppR APPROVED pER-Iff
Iqeqri.Q56q0_FIBE DEPARITIENT Depr: FIRE Divis:06/06/2000 KATIIY Actsion: AppR N/A
rr+r**rrri'r r'rifrJt tr*t ***** r *+ tr i rrit
CONDITION OF APPROVAI,
1. FIEIJD INSPBCTIONS ARE RBQUIRED TO CHECK FOR CODE COMPLIAIICE.
tal|a**..r+t**.tttalrattttttt**t r '} t * * r r r r r a i * * * il r*rr***ritrrratrrr*+.r***t**arrtrrr*tt*rrl*r**attt**rt|l*
DECI,ARATTONS
I hereby acknorl.dgr chab t hrvc r.rd lhir application, fill.d ouE in full she lnformacion roquired, conpl.Eed an .ccur.tsc plocplan' and 6t.8. thrt .11 tha Lnfonatlon provldsd a6 laqulred iE correc!. I agr6c Eo conply elth ih. lnformatlon and plot plrn,
Lo compl-y rrith rll To|n ordln.nca6 and 6!.c. Lavd, dnd to buil,d thi€ Ftructur6codss, dcBigm raviar rpprovod, Unlforfl Building cod6 and oEhlr oldinanceg of
to thr Tovn'
rpplic&b1e
and subalvision
FROU a:oo All a :0O PM
,-'.
REQUBSTS FOR INSPACIIONa gHALtr BE titADE TWENTT-FOITR HOURS IN ADVANCE By -213I OR
POR HIIi,SELF
ApprrcATroN *rlto, BE AccEprED rF TNcoMpLETE
rcw0Fvtn
75 S. Frontage Rd.Vail, Colorado 81657
GNED
Building Permit #:
ContaLt Assessorc Office at 97O-328-864O or visit for Parcel #
Parcel # (Required if no bldg. permit # is provided above)
JobName: A trff rYtle-r:.lobAddress: uae<! Lia..,sLeA plo<
Leqal Description Lot:Block:Filing:Subdivision:
owners Name:ft; La \)i,.p ll o9-..Qffit',o r :^--1,^\ fk..r. ,r=^.'l ll enone: 47L -24,
EnoineerXga (c*.\ e?"\*ell ll o99Et+. A^.*,i.,. p.y.-, Dr,o".ll PhonT.o=) L^7-LatD
Detailed description of work:
E-rtnr-r-v 5e -.ri r r Qc Ta^tec (,r*ne 5". ..Llonha\ \co.'$^.--,
Work Class: New ( )Addition ( )Remodel ( )Repair ( )Temp Power (2Q Other ( j J
Work Type: lnterior ( ) Exterior (41 Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commerciatx Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this permit for a hot tub: Yes (No (X)
Does a Fire Alarm Exist: Ves $4) No ( )Does a Fire Sprinkler System Exist: Yes ffi No ( )
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $
INFORMATION
********rt**iFOR OFFICE USE ONLY** *** *** **** **+ *****^J -J************************* *L**********
Contact and Phone #'s:
L,l\&.\8rl
F:/everyondforms/elecperm
D
tr
o
o
a
Amendment to the 1999 N.E.C. Town of Vail Ordinance 10-1-6.
Overhead services are not allowed in the Town of Vail.
Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect
switch and to the first electrical distribution circuit breaker panel.
The main disconnect switch shall be located next to the meter on the e{erior wall of the structure easily
accessible.
All underground conduits are required to be inspected before back-filling the trench.
In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common
walls and spaces are accepted.
NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories.
No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail.
TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES
All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will
not be accepted without a copy of the DRB approval form attached (if applicable).
If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over
30" above grade, you must also obtain a building permit.
If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform,
a structural engineer must review the existing condition and verifi/ that it will support the added
concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing
with this application.
o If this is a remodel in a multi-family building with a homeowners association, a letter of permission
from the association is required.
oIf is for a commercial space, two (2) sets of stamped drawings are required.
and u nd the above.
If you have any questions regarding the above information or have additional questions,
please contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be
reached on Tuesday, Thursday and Friday mornings between the hourc of 8am and 9am. You
may also leave a voice mail and the inspector will call you back.
Date Signed
z:\lit..\'r.-ARV.J
rwNFvffiV
HOW DID WE RATE WTH YOU?
Town of Vail Suruey
Gommunity Development Department Russell Fomd Director,
(970)47e.213s
Check allthat applies-
1. Which Oepartnent(s) did you conhcl?
Building _ Environmenhl _ Housing_ Admin
Planning _DRB _ PEC
2. Was your initial contact witr our staff immediate_ slow or
no one available ?
3. lf you were required to wait how long was it before you were
helped?
4. Was your project reviewed on a timely basis? Yes / No
lf no, why no?
5. Was this your first time to file a DRB app- PEC app-
Bldg Permit_ N/A j
6. Please rate fie performance of tre stafiperson who assisbd you:
54321Name:
(knowledge; responsiveness, availability)
7. Overall efieclivenessofilre FrontService Counter. 5 4 3 2 1
8. What is the best lime of day for you to use the Front Service
Counter?
9. Any commenb you have which rrnould ailow us to beter serve you
next time?
Thank you for taking the time to complete this survey. We are
committed b improving our seMce.
JUN. 5.38@ 8r29Ai1 RBs CONSIJTRNT6o N0.954 P.?/?
TO CRANE - gINELE
POINT 6Ot{l.lECTiON
COORDINATE hIITH
CRANE SJPPLIER
214-2i0, *3,6.,2"C1 Cv
2cio(vA
2ObV PRIMARY
4bOV 5E('NPARY
TRANgFORMER AY
cRAtlE 9JPP|-|ER
@AE.P [.4ETER. C,T. PER
HOLY CROg,.S
u# sboA aJ96MAN
"DIJRALA6" FU9E5
OFE SIMILAR
frp-vgaqcM, *t6, 3"c) cv
*2/O A)
ERAJNID ROD 600A BUs9HAN.DURALA€" flJ' g/ffi
OR gIMILAR
r-t
rJlPL-t _i-- --r_
CRAT{E EI^ECTIIC$ SENWCE
RE: llA
Drtof s/6/6 SI{EE?
ESK-1
g!rla:
NIT'
A}fTI,ER.S CONDOUNilN|S ADDMON
YAI!, qO
EF cll
Jab l{o;
u000-020
$
T
7=
i:- aD rl rl.ar--,
=i!=;:-;," t 3,;v;r;r,,ir+l!,txP5-J& 3trg E<=Y=vCaFFa!?sa-zEN=i-b--.rL:l<Y5.n>>!
llnl
.E b
n-
: I ,i
b6t acH q$ s.,', .E dF I
Ei' \J b5J g
.gi ct 4-qi cEl .FgS.Eg' E9r E €*lptEi o)9 € oS H +='-; *>g I Et* sE 9E'P=Fr h E tY-,o- hi F'--El s5ia* a;* j x c5t >=E- S.e i+gEE6'
+ + 5f F+eE 6[
GlNrf)NGtN I U')_r_g
:=g
iig sqr= N gtd .; deIt :; ?!
lE €tF gE
lE'$€H 5El*i dEB i
lEIi€-
t958b
I{
J
t?
)
Jo.
otrFzoootr
lJ-
{EF
i:s l1r$ltEi
li'{
.l
,iil
za
=ttI
F:th
F.F
-E
/,/
s@
a qit l,l .i3 Ei'! *" s':.,Ft !'..-i Jt g.i; i:3,
:dH1Tx>l{q n-h.l tJ.lhA:FA AA, 9r ,J)tJ
:(+
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
970-479-2L3A
APPIJIEA}TT
CO}TTRACTOR
OWNER
rlob Address: 680 IIoNSHEAD PL
L,ocat,ion...: 680 LIONSHEAD PL
Parcel No.. : 2LOL-072-06-000
Projects No. : PRiI00-0039
DEPARTIT{EI'IT OF COMMT'NITY DBVBLOPMENT
NOTE: THrS PERMIT MUST BE POSTED ON iIOBSITE AT ALL TIMES
EI-,E TRICAL PERMIT Permit #: E00-0138
SEaEus..
Applied.
Issued..
E:<pires.
ISSI'ED
07 /1"7 /2OOO
oe/07 /2ooo
02/03/2OOL
RMERA EI-,EC[RIC, INC.
2LO7 W. COLLEGE AVENUE,
RIVIERA ELECTRIC, INE.
2LO7 W. COLLEGE AVEN['E,
ANTLERS CONDO ASSOC
680 Lionshead Pl , Vail,
DRB Fee
Invcscig.tion>
wiIl call---->
TOTAL FEES. - - >
Total calculated Eeee- - - >
Additional FeeE- -- -- - -- ->
ENGLEWOOD, CO
ENGLEWOOD, CO
Co 81657
NBW ADDITION
Phone:
80110
Phone:
I01r.0
Phone:
Valuation:
970-949-6095
970-949-6095
945-s366
500, 000 . 00
rrrtrrr*r**.rrlr'r**irrrt.+tt*t FEE slntlIARY
Description: ELECIRICAL FOR Ar{TLER', g
B1€ctrical--->8, 557 . O0 9,560.O0
4,544 .OO
. o0
3.OO
g, 550 . OO
TotalPerEitFea--------> 13,204.o0
Pavo6nt6-------
BALAT{CE DUE---- .oo
13, 2O4 . O0
itt**t****a**t}******rtt'r*at*f*i**t*t*+****** ** t**t{ r**r*ir r
IECM: O6OOO ELECTRICAI., DEPARTMEI{'T DEPT: BUII.DING DiViSiON:07/17/2000 'JRM Action: NOTE FOR ERNEST FOR REVIEW
08./04./2OOO .]RM ACTiON: APPR APPR PER EG.VTIfiI CORREqTraema'.05600 1'rns DEPARII',IENT Dept: FrRE Division:07/L7/2000 JRM Action: APPR N/A
atatrr*rrarrrlar**aar*arrrarrattrttttt+tttaat* at*ttttt+tt*t*a a'at+atrirrrrrl+
EONDITION OF APPROVAI,
1. FIELD INSPBETIONS ARE REQUIRBD TO CHECK FOR CODE COMPLIANCE.
'*itrl*it*a*tti*
trt!}trrr*r*rara
DECI,ARATIONS
I hsraby acknowledge tshat I havc ra.d this application, fillrd out in fu1l the informatsi.on requirrd, completed an accuratsc ploC
plen, and Etatse thats all tshe inforoation pr.ovided ae required ig correet.. I agree Co couply with !h. infomaCion and PloE plan,
go comply nitsh all Torn ordLnance6 and .!atc les6, and bo buitd ghis Btslucbule according to tho
code6, dcdign rerr-L6i. approved, Uniforo Building code and olhor oldinenccB of the app I icable
ald su.bdlvision
FROM 8:00 Al4 5!0o PUREQI'E9TS FOR INSPECTIONg SHAI,I, BB MADE TilEIITY.FOT'R ITOI'RS IN ADVANCE BY 2138 0R
FOR I{IMAELF AND OIINER
ApptrcATIoN *rlo, BE AccEprED rF rNcoMpLE* oOrrrunro
Project #:
Building Permit #:
Electrical Permit #:
mwN0FVnt
75 S. Frontase Rd.Vail, ColoraEo 81657
g7$-4lg-Jdlnspections)
Conbct Assessorc Office at 97O-328-8640 or visit for Parcel #
Parcef # (Requircd if no bldg. permit # is provided above) gl Ol- O12- D(^- D a D
rob Name: A^tl"q5 Job Address2ro Lrlr.sheo^I Pr-.
Legal Description Lot:Block:Filing:Subdivision:
owners NttliA^ilr., rnJ' n*ll Addt"lrl*., L:\".rLr.^\ gt- ll Phone: 4zt - 24 7l
Engineer:4Bs co,..,-\l^^t llff$9*a-^.-..- A.k-ro., I)e,,,r,rrr ll Phonel3oi) 6e3-lo2do
DetailedFesfiptionofworf: ,&r,.1 Arh^, ,{yr.c\^ce ,.IJ;+ln c.o'dos c,loo.rg.
--ailu/rE ntirlok | -
WorkClass: NewQ$.. Addition( ) Remodel ( ) Repair( ) TempPower( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both 9Q Does an EHU exist at this location: Yes ( ) No ( )
Typeof Bldg.: Single-family( ) Duplex( ) Multi-family( ) Commercial 9Q Restaurant( ) Other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
Is this oermit for a hot tub: Yes (No 6<)
Does a Fire Alarm Exist: Yes ( ) No 0d Does a Fire Sprinkler System Exist: ves 0q) No ( )
coMPtETE SQ. FEET FOR NEW BUTIDS and VALUATTONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE, f\0 ELECTRICAL VALUATION: $
Contact 1nd Phone #'s: jlQ- b6?f,
*************tr*************************FOR OFFICE USE ONLY*********:!r!**************************
L 1? 2000
F :/everyone/forms/elecperm
NE lwr Jlrc Y^iNt
v
,,ttds il* ftrr/ ,b,/P, t) ,
T*ks s Jnys'7, tL/-,f elrcK
TOhIN OF VA]L
75 S. FROI TAGE ROAD
VAIL, CO 8]-657
970 -479 -2L38
Job Address...:
LocaEion. . - -:Parcel No.....:
Project Number:
SPRfNKLER PERMIT
680 LIONSHEAD PL
680 LIONSHEAD PL
21,OL-072 -05 -000
PRJo0-0039
ABC FIRE PROTECTION, INC.
201-OO EAST 32ND PARKWAY, SUITE 195,
ABC FIRE PROTECTION, INC.
2O1OO EAST 32ND PARKWAY, SUITE ].95,
ANTLERS CONDO ASSOC
580 Lionshead PI , Vai1. Co 81657
JOBSITE AT AIJIJ TTMES
Permit, #: F00-0012
ISSI]ED
o7 /06/2000
oe/07/2000
02/03/2001
Phone: 303 -373-4748co 8001_r_
Phone: 303 -373-4748co 80011
Phone: 945-5366
DEPARTT'{ENT OF COMMUNITY DEVELOPMEMf
NOTE:TI{IS PERMIT MUST BE POSTED ON
Status. .
AppIied.
Issued..
E>cpires.
APPLICANT
COMTRACTOR
OlrlNER
AURORA,
AURORA,
Description:
FIRE SPRINKLER RETRO FOR EXISTING BLDG
Fireplace Informatj.on: Restrictedl #Of eas Appl iances:
Valuation:
*of cas Log6:
73 ,643 .00
*of wood/Pel1ets:
FEE SU}II4ARY
Mechanical--->
Plan check- -- >
InweeEiqation>
will call---->
RestuaranE PIan Review- - >
DRB Fee--------
TOTAI, FEES-- ---
ToEal calcuJ.ated Fees- - - >
Additional Fees----- ---->
Toral Permit. Fee ------->
Paymentss-------
1, 480. O0
370. O0
- o0
3.O0
.00
. o0
1, 453 . OO
1, 853 .00
.00
1, S53 . O0
1 . 353 .00.."."";;'.;;;;;';;;;;;;;; ;;;;;;;;;';l;;:;,""'.'"07/L3/2000 KATIIY Actj-on: APPR N/A
ITEJn:'-O55OO FIRE DEPARTMENT DCPT: FIRE DiViSiON:07/06/2000.fRM ACt.1ON: NOTE PI..ANS TO FIRE
O7/L2./2OOO MIKE V ACTiON: APPR APPR AS NOTED
CONDITION OF APPROVAI,
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-.IANCE.
********************************************************************************
DECI,ARATIONS
the informaLlon :, conpLeted anr hereby acknorLcdg€ lhat I have iead tt]is applicacion, filled out in ful1
plan, and st.acE EhaE all the r.nfonnaLlon prowid€d as required ig corrects.Ehe informacion
accurate plot
and plob plan,
6ubdiwisionCo cornply with all Toi.n ordinanceo and state 1ano, and Lo bui.l{-hhiB
codes, deeign revic!' approved, Uniform Building Code and ottrer oiaiq
according'to Town' s zonj.ng ahd
le ehereco.
REOUESTS FOR INSPBCTICNS SIIAL', BE I{ADE TWENTY. FOIJR HOI'RS IN
SIGI{ATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
of Eh6 Town altpl
OR A! OIJR OFFICE 9ROM S:00 A.til S:00
AppucArron nrfr.or BE AccEprED rr rNcoMpLFtE.5!}Jrt€$T*- nnao
Buifding Permit #z_
Sprinkler Permit #: K f
97 O- 47 I - 2135 (I nspections)
Rd.
81657
Fire Sprinkler shop drawings are rcquired at Ume of permit submittal and
must include the following. Permit application will not be accepted75 S. Frontage
Vail, Colorado *:t"lHilt'St3ffiHlr*
Ensinee/s stamp or N.r.c.E.r. Levet ur (nipf ?
. lfif,il;*tcutsheersormateriars /^1; o Dg t -
. Hydrauficcafculations. Vf)V. A State of Colorado Plan Registration fo{. -. Plans must be submitted by a Registeredlire Protection Contractor.
Aswrs Otfie at 970-328-8640 or
Parcel #no bldg. Permit # is provided above)
Detailed Location of work: (i.e., floor, unit #,
WorkClass: NewlQ Addition( ) Remodel( ) Repair( ) Retro-fit( ) Other( )
Typeof Bldg.: Single-hmily( ) Two-family( ) Multi-famiV(K) Cornmercial(X Restaurant( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in thb building:
Does a Fire Alarm Exist: Yes ( ) No (Does a Fire Sprinkler Systern Exist Yes ( ) No
COMPLETE VALUATIONS FOR AIARJiI PERMIT (Labor & MateriAIS)
n3.b43s Pbast:I-
-
CONTRACTORIMORMATION
****r**r*rrr********i*r*ri*rrrrr**r*r**FOR OFFICE USE Ol{LYr*ir*r*rir**r**ii***tin****.**.tr:rttrt
Town of Vail Reg. No,:
F: /e\reryoneff orms/sprk
TOWN OF VAIL
75 S. FRONTAGB ROADvArL, co 8L657
970-479-2L38
Plrn chcck- -- >
Invcrctgalion>
ltill c.ll---->
1,3{0.0o
335.00
DEPARI1IETiIT OF COMMT'NITY DBVBLOPMENT
NOTE: TIIIS PERI,IIT MUST BE POSTED
SPRINIGER PERI,IIT
ON iIOBSITB AT
Permit #:
ALL TIMES
F00-0017
Job Addrega...: 680 IJfONSHEAD PLLocaEion......: 580 LIONSHEAD PL,
Parcel No.. ... : 2101-072-06-000
ProjecE Number: PRiIoo-0039
APPLIEAI|T
COI{TRAqTOR
OV{NER
OWNER
Descriptsion:
fl,rcpl.c.RcsErl,ct.d:
Status...: ISSIIBD
AI|TLERS LODGApplied. . :G08/24 / 2000
Issued. ... 09/LL/2OOO
E:qlires . .: O3/L0/2OOL
ABC FIRE PROTBqUON, INC.
2O1OO EAST 32ND PARKTIAY, SUITE 195,
ABC FIRE PROTE TION, INC.
2O1OO EAST 32I{D PARKIiIAY, SUITE 195,
AI.ITLERS CONDO ASSOC
680 Lionshead Pl , Vai1, Co 81657
AIITLBRS NEW PKG GARJAGE
NBW FIRE SPRINICLBR SYSTEM FOR PARKING GARAGE
llof o.s Appllancc.:
Phone:303-373-4748
AI'RORA, CO 80011
Plrone:303-3'13-4744
ATJRORA, CO 80011
Phone:945-5366
Valuation:65,234.0O
*of wood/P.ll.t:
trririr*.ri.lri.rrrl|tr.tt..ttrrr rar.rrrtrtrtrt FBB aIrlluARy rrtttttt..atrtrttrttt..t.ttlr.lt
pl.n, lnd eht. th.t rll th. lnfolorlion plovidad as r.qulr.d ia corr.cc.
to coDply rlth rll Toryn ordLn|nc.. rnd st.cr laxE, qnd to build thls
qod.s, d.rigt! rcvirr rpprovcd, Itnlfon Euilding cod. rnd
REQITEST9 FOR INEPBCIIONS SInI,L EB IADB TtfBltTv-lot R llot Rg IN
l+of oea Logr6:
co couply xlch ch. inforurtlon
rccordlng Torr!' a zonl,nE rnd
a tsharato.
Raecuarang PLan RavLar- - >
DRB !6c-- --- -- -
.00
.00
1,678.00
1,673.O0
.o0
1,678.O0
1.679.O0
.o0
.00 TdtAr, FEBS-- -- -
3.OO
Addillonal PccB-- - -- -- - ->
Tots.l PcrBlb 8..-------->
Payucnt6- - -_ ---
BAIANCB DI'E- -..
BUIL!ING_DEP.AR114ENI1' Dept: BUITDING Division:KATTTY ACEiON: APPR N,/AFrpg ospi\RTtiEnri DeFt: FrRE Division:KATEY AcEion: NOTE ROIITED TO VAIIGHAI{MIKE v Actsion: APPR approved see notes
.r'rrrarr*aaaattattrtr.}r.lrraar,raaar.lrr*taraaa*rrra*a.raraj,ratrttaatr*r.rraaaarrattttttt*at*attt.lJtt|rltttirrattt
Itsem: 05100o8/27 /2000IEem: 0560008/27 /2000o9'/LL'/2000
COIIDITION OF APPROVAL
1. FIEIJ) INSPB TIONS ARB REQUIRED TO CIIECK FOR CODE COMPLIAI{CE.
****************************!t********!t************it**************tl**************
DBCIJARiATIONS
t hlr.by .cknorl.dg. thrt I h.vc rard thlr .pplicrcLon, fill.d out ln full th. inforu.tslon r.qulr.d, couplltcd ln rccur.ts. ploL
.nd plog pl.n,
gubdi,vislon
8!00 Al| 5:0o P
SISMTURB Or O NER oR CPNTRACTOR FOR HIUSEIJF AND OI{NER
of lhr Tovn
OR AT OI'R OEPICE FR,OII
AUG-21-ee
75 3 FrortegnRd.
vall, colofrdo E1657
Oet l9 FROII .lOu-COll-DEu-DEPl.tD.9764742462 PAGE 2/3
wiu|qtt thb lnllornnuon;. A Golorado ncgi*rcC Enghe./3 it mp or ||.LC.ET. hld m (mh)
stamP.. Equ$trort<rrtdtcG[sof maHels.. llydnulkcafohtlon+
. A Starh of Color.do Plan Rcgtrtntion lbnn
. Pltns mctt D€ suhried Dl' e R€gi*rcd fim Pruhcfion contacbr-
/t?PlJc/[noil wn]r !c /lccEryED rF n{corrPr*
tuiHing Pennit#:
Sprinkler Fermitt:
im Sginfder slpp dnwlngp arc rcquircd dt tftre of p€nnft cubmftlnl md
mu$ indudc tlre fiollowlng. Psrnlt apd|ca6oo wi0 not be aepeC
97w7lt-2r35 Gnspectoos)
{vM#fi
Partel # (Requhcd if m Hdgr FGilnit # is provided.above)
Job iluDe: z/lprtzts e t/ a,, lr+orru)a G,+a nr.r JoD Address:'7rti)12',ouortr,zn /)r., y'an.co fr/6s-7
L€gal Dcscrlpton I tor, fi Block I Futng:Subdlvidon:
***'Aur'
^ e r/ar- lffi Aro,.zrEat) p". t/rilt- r,,n'.fiettwr'. ))o
'dYotno. o'bt^,- lWy; =zp /l,r*,nt,t 5rzb [*?E-ri ,?t vz.//
Detalled Loc$ofi ol ulodc (i.a, floor, uDlt *, b|dg. f)
€ntf t ttZ PArz/zt ,- 4 ct€t-
ffua.ok {cor(
D.trlfGd dcscrtpdon of wprk:
,Jf t FTza 5/a///kLEz 5,/t-
WorkChss: lcurff AddHon( ) nernoctel( ) Rcpair( ) R€{ro.frt( ) Odter( )
TypeofBldg.;single-famity( ) T\.o.FemlV( ) tilutu+bmdy( ) Cocnmerdal Ps) Rcs6urant( ) Ot|cr( )
llo. of Existing D'vdflng Lhlts h thb buiding:No. of Accorrnodatbn UnlB in tfiis buildirry:
Doc. a FG Alarm Edse Ves ( ) llo (,r )Docs a Fha $dnldcr SysEm Edst Yes ( ) l{o 9\)
COflPtElE vAtUATIOilS FOR ALrnr PAn|IT Grbor & ilatefilr)
r*rtrr:'rrr*..**.*.rlr***l**.r*.+.**!r***F0R OFFICE llSE OtlY.....r.tm.i..rfir..r...r.r.rri*rr.rt*
ECEIVET)
AiJG 2 4 2n00
'rov-coM.DEv.
nrq,ryq|.,Yu1G/Srlo.nn
o
TME
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M00-0152
Job Address: 680 LIONSHEAD PL VAIL
Location.....: 680 LIONSHEAD PL
ParcelNo...: 210107206000
Project No :
ANTLERS CONDO ASSOC
APPLICAITT CIJIMATE COIITROL OF GWS
P-O. BOX 1042
Gr-,Et{wooD SPRTNGS, CO.
816 02
License:
CONTRACTOR CLIMATE CONTROI, CO OF GWS
P O BOX 1042
GLET{WOOD SPRINGS' CO
e1602
License:129-M
Cond: 12
(BI,DG. ) :
Cond: 22
(BI-,DG. ) : COMBUSTIOII
?01 0F THE 1-997 rMC.
Cond: 23
(BLDG.): IIISTALLATION MUST CONFORM TO MAIIUFACTI'RES
L0 OF TIIE 199? I'MC, SIIAPTER 1.0 oF TIIE 1997 rMC.
Cond: 25
(BLDG.): GAS APPLIAIICES SHAL,L BE VESITED ACCORDING
TERMINATE AS SPECIFIED IN SEC.8O6 OF TIIE 1997 I'MC,
NT OF COMMUNITY DEVELOPMENPTOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
OWNER
DEPAR
L]-/tL/2000 Phone:
1-L/2L/2000 Ptrone:
Stah:s...: ISSUED
Applied. . : ll/1412000
Issued. . : O2l0ll200l
Expires. .: 12/1512000
94s-5366
970-945-2326
Desciption: ANTLERS RENOVATION-PHASE III-CONSTRUCTION
Valuation: $128,285.00
Fir€placc lnfonnation: Restricted: # ofGas Appliancec: o # ofGas Logs: 0 . - --,,,1o-f--Wood
Psllel 0
||.|.'|*l|*..*i.'''l*:}.|.|t*|r'}''''....l'.'!.|t....|.....l.......l..'t.'t|FEEsUMMARY
Mechrnicsl_>s2,58o.ooR€shlrradPluRevi€w->so.ooToratCalcrrlatedFees->s3'228.00
Plan Ch€ck-> 954s.oo DRB FeF--> 50'00 Additional Fees--> S0'00
InvcsigdioF> 9o.oo TOTAL FEES--> s3,228.00 Toral P€rmit re€---> 93',228'00
Will Call-> F3 , oo Payrnenls_._---'-> 93 '
228 ' 00
BAt AI{CE DUrE----> 90.00
ait$rllllrtttii**I!em: 05100 BUILDING DEPARTMENI
tt/L4/2OO0 KIVARREN
!2/2L/200o GRG
Itsem: 05500 FIRE DEPARTMEIII
lL/2L/2OOO Phoner 970-945-2326
Actsion: NO Routed to Gary ot:t' Ll/!4
Action: AP
AIR IS REQUIRED PER SEC. 701 OF TIIE 1997 UMC, OR SECTION
CONDITION OF APPROVAL
FIEL,,D INSPEqIIONS ARE REQUIRED TO CHECK FOR CODE CoMPLIANCE.
INSTRUCTIONS A}ID TO CMPTER
TO CIIAPTER I AIID SHAL'IJ
OR CTIAPTER S OF Tffi 1997 IMC.
Cond: 29
(BI,DG. ) : ACCESS TO HEATING
TIIE 199? I,MC AND CHAPTER 3
Cond: 31
EQUIPMEIT MUST COMpLY WITH CIIAPTER
OF THE 1997 IMC,
o
3 AIID
(BLDG.): BOILERS SIIAIL BE MOIIMED
I-,ISTED F'OR MOI]NTING OI{ COMBUSTIBI.,E
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE AIIALYSIS MUST BE
TO AN INSPEqTION REQI'EST.
Cond: 30
(BI-,DG.): DRjAINAGE
BOILERS SHAI-,I, BE
sEcTroN 1004.6 0F
Cond: CON0004521
A11 mechanical work is to be
drawings dated Jr:ne 15, 2000
International Mechanical Code
boEh as adopted bY the Town of vail .
***t:t:tit|*|iaalaat
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in frrll the information required, completed an accurate plot plan, and
state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all rown
ordinances and state laws, and to build this structure according to'the towns zoning and subdivision codes, design rwiew approved'
Uniform Building code and other ordinances of the Town applicable thereto.
REeuEsTs FoR INspEcrIoN SHALL BE MADE TwENTy-ForJ,R HouRs IN ADVANCE BY TELEPHoNE AT 479'213E oR AT ouR oFFIcE FRoM E:00 AM - 5 PM'
ON FLOORS OF }TONCOMBUSTIBLE CONST. I'NLESS
FIJOORING.
POSTED IN MECHA}IIC3I ROOM PRIOR
oFMECIIA}IICAI,RooMsCoNTAI}TINGHEATINGoRHoT-WATERSI'PPLY
EQuIPPEDWITHAFI.ooRDRjAINPERsEc.Lo22oFTHEL99TIJMC,oR
TIIE 1997 IMC.
in accordance with the approved, engineer-seamped
e the applicable requirements of the 1998
(IMC) or the 199? Uniform Mechanical g64s (IIMC) '
sEc.1017 0F
OT OM.iPN ON CONTRACTOR FOR HIMSELP RNN OWNE
75 S. Frontage Rd,
Vail, Colorado 81657
APPucATToN wrOror BE AccEpTED rF rNcoupLErr f,x"lc16p-" il;;.'.t #: -hiJi50-AqA
\ auiiding Pimnil@
- I Mechanical Permit #: fI)C
Provide Mechanical Room Layout drawn to scale to include:c Mechanicaf Room Dimeniions -feC y'lerl /1,,,a-t Vr*.(Ja Combustion Air Duct Size and Location , : | . ^r Flue, vent and Gas Line Size and Location I Cdntfa{ot ) , /c Heat Loss calcs'
- rFL^^&- c/wN O/dre;o EquipmentCut/SpecSheets
97 0-479-2149 (Inspections)
Permit will not be acceoted without the followino:
Contact Assessrc Office at 970-328-8640 or visit for Parcel #
Parcef # (Required if no bldg. permit # is provided above) p I a (-OZZ - A6 -6A0
Job Name: hnfrH oltoos robAddress: 6&a /;on"/eJ /hC e
Legal Description Lot:Block:Filing:{ffikn, ? tol 'ozt- a6- 0o 0
owners Nu**Ant/q' Ar,rlo fulaadress: 1' p6 /,*rA*J //o t e ll enone: qqJ--r36 6
Engineer:Address:Phone:
Detailed description of work://YA, /-/ech l,u"ark
/arKino Oarea e !6" 2? (artdaJ/ TEHu!/
/ d th/h.r1 n fP /.a.J
4 /eue /
work Class: New pQ Addition ff) Atteration ( ) Repair ( ) Other ( )
Boiler Location: Interior ffi Exterior ( ) Other ( )Does an EHU exist at this location: Yes bcl No ( )
Typeof Bldg: Single-family( ) Duplex( ) Multi-famif{ Commercial V) Restaurant( ) Other( )
No, of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Tvpe of Fireplaces Existinq: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burninq ( )
No/Type of Fireplaces Proposed: Gas Appliances ( ) cas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase U device? Yes ( ) No 0
COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials)
MECHANICAL: $ lL$i|lffi
Mechanical Contractor:Contact and Phone #'s:afl044-O
** ** * * ** * * * * ***x * * * ** r ** FoR oFFICE USE ONLY* * * ** * * * * * ** * *'************
b\Irt
4 2000F: /everyone/forms/ mechperm
TOWN OF VAIL
75 S. FROIiTTAGE ROADvArL, co 81557
97 0 -479-2L38
APPLIEAI\TT
COIVTRAETOR
OIINER
DEPARTMENT OF COMMI]NITY DEVELOPMENT
KIMMEL MECHANICAI., INC.
37OO EAST 4].ST AVENTJE, DENVER, CO
KIMMEIJ MECHANICAIJ, INC.
37OO EAST 4]-ST AVENUE, DENVER, CO
AI\]fLERS CONDO ASSOC
680 Lionshead Pl , Vail, Co 81657
NOTE: THIS PERMIT MUST BE POSTED
PLI]MBING PERMIT
Job Address: 580 LIONSHEAD PL
I-.,ocation.. .: 680 LIONSHEAD PL,
Parcel No. . : 2L0t-072-06-000
Project, No. : PRrf00-0039
ON JOBSITE AT ALL TIMES
Permit #: P00-0059
SLaLus...: ISSITED
ANTtERSApplied. . : 07 /L3/2000Issued..-: 07/L8/2000Expires..: 0L/L4/200L
Phone: 303-322-87-44
Plrone : 3 03 -322 -81,44
Phoner 945-5366
I02L5
802A5
DescripLion: IINDERGRND,w&v,DoMEsrrc, HEATTNG, GValuation: 488,000.00
rr****rrtrJttrt FEE sII4uaRy
Plunbing----->
Plan ch6ck- - - >
Inve6!igation>
vriIl caLl---->
ResEualant PIan Revielr- - >Total CaLculatsed FeoE- - - >
Additional Fee6----- ---->
TotaL Pernits Fee-------->
Fal/llents-------
7,320.00
1, A3O . O0
' .00
3.00
.00 9, 153 .00
150 .00
9, 303 ,0O
9,303.00
foTAL FEES----- 9, 153 .00
EAT,ANCE DUE- - --
ItsEM: O51OO BUILDING DEPARTMEMT
O7/L4/2OOO KATIIY ACTiON: NOTE ROUTED TO
O7'/L7 /2000 C'GOODELL Action: APPRIICM: 05600 FIRE DEPARTMENT07/t4/2000 KATHy Action: APPR N/A
Depts: BUILDING Divj,sion:
GARY
Dept : FIRE Divisi.on:
CONDITION OF APPROVAI
1. FIELD INSPEETIONS ARE REOUIRED TO CI{ECK FOR CODE COMPLIANCE.2. AI,L V{ORK IS TO BE AS PER-THE APPROVED, ENGINEER-STAMPED
PI,AIiIS & TIIE APPLTCABLE RBOUIREMENTS OF TIIE 1994 I]NIFORM
PLI]MBING CODE (UPC) OR THE 1997 INTERNATTONAL PI.,UMBING
CODE (IPC) AS ADOPTED BY TIIE TOWN OF VAII.3. NONCOIqBUSTIBLE PIPE MUST BE USED THROUGHOUT THE EXISTING(TYPE II-F.R. CONSTRUCTION) AND TIIE NEW (TYPE II I-HOI'R
CONSTRUCTION) STRUCTI]RES, AS THEY ARE CI,ASSIFIED AS
NONCOMBUSTIBI.,E TYPES OF CONSTRUETION.4. ALL PENETRATIONS OF ASSEMBTIES THAT ARE REOUIRED TO BE
FIRE-RESISTIVE ARE TO BE SEATED IN AN APPROVED MANNER.
DECI,ARATIONS
I her€by acknowledge Chat I hav€ read lhis application, fitLed our in fu1l. the infoluation rcquired, coEplct.d an -ccuratc plot
plan, and Btate that alL t'he i.nformalion provided aa required is corrects. I agree !o conply ltiLh thc inforEagion and PIoC pl|n,
to qomply nitsh alL Tow! oldinancee and 6ta!e lawo, and to buitd thid gcructure according to the Tor.n'E zoning and gubdiviaion
codes, deeigm rarrj-ar aplrroved, Unifolu Bui.lding code and oth.r ordinances of the Tosn aPplicable lhereto.
REQUESTS FOR INSPESTIONS SHALL BE r|ADE TWEMTY-FOUR ttOURS IN AIIVANCE By TBLEPHoNE AT 479-213a OR AT oIJR oFF:cE FRO!.1 8:oo At't 5:OO PM
o
AICNATI]RE OF OWNER OR CONTRACTOR FOR HTMSEIJF END OWNER
AppucATro* *rlo, BE AccEprED rF rNcoMprET, oln
Proiect #:
Building Permit #:
Plumbing Permit #:
97 O- 47 9-2L49 (lnspections)
75 S, Frontage Rd.
Vail, Colorado 81657
Aswrs Office at 970-328-864O or visit
Parcel # (Required if no bldg. permit # is provided above)
r* \*.v s lobAddress: L?ro L,bou L" 1
t d(* Zunt
of work:.IWJ"t,
WorkClass: New(yf Addition(-,) Alteration( ) Repair( ) Other( )
Type of Bldg.: Single.family ( ) Duplex ( ) MultFfamily ( ) Commercial (..'.) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase iI device? Yes ( ) No ( )
GoMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials)
PLUMBING: $t{ 82,.(h,
CONTRACTOR INFORMATION
TN
Plumbing Contractor:
K i ," tMr.[ li./.,L,.,J[,;'-"";il)ry'Contact and flone #'s: , 3o-3 - 3 ZZ-
lUe- l. (-i."-"wr^<r I tr'VY
Contractor Signature: -4,U.;/, t J4--cE// 3a3 - 90/* /3/5
***********'t*****rr******************"**FOR OFFICE USE ONLY***********************r(*************
F/everyone/forms/plmbperm
fficDJUL 132000
2. Wasyourinitialconhctwithoursffimmedide dow or
no one available ?
3. lf you were required to wait, how long was it before you were
o
,(s.\'n)F$,/*)
nnt6unlY
HOW DID WE RATE I,UFH YOU?
Town of Vail Survey
Community Development Deparhent Russell Fone{ Director,
(970)47e-213e
Check allthat applies.
1. Which Deparfient(s) did you contac?
Building EnvironmenEl_Housing_Admin
Planning DRB _ PEC
helped?
4. Was your project revieuted on a timely basis? Yes / No
lf no, why nof--
5. Was ttris yourfirsttime b fle a DRB +p- PEC app-
Bldg Permit_ ltl/A
6. Please rate fte performance of tre shfiperson who assisbd you:
54321Name:
(knowledge; responsiveness, availability)
7. Overall efiectiveness of he Front Service Counter. 5 4 3 2 1
8. What is the best time of day for you b use the Front Seruice
Counter?
9. Any commenb you have which would allow us to beter serve you
nexttime?
Thank you for hking the lime to complete ftis survey. We are
commitbd b improving our seMce.
o 'l ,o.
HOLY CROSS ENERGY
ACCESS EASEMENT
KNOW ALL MEN BY THESE PRESENTS, rhat the undersigned,
TOWN OF VAIL, COLORADO, A COLORADO.MUNICIPAL CORPORATION
(hereinafter called "Grantor'), for a good and valuable conslderatlon, the recelpt whereof ls hereby acknowledged, does
hereby grant unto Holy Cross Energy, a Colorado corporatlon whose post offlce address ls P. O, Drawer 2l 50,-Clenwood
Springs, Colorado (herelnafter called 'Grantee') and to its successors and asslgns, the right of ingress and egress across
lands of Crantors, situate ln the County of Eagle, State of Colorado, described as follows:
Tract A, Vall,/Llonshead Thlrd Flllng, Town of Vall, accordlng to the map thereof recorded as reception No. I I 7682
in the office ofthe Eagle County, Colorado, Clerk and Recorder, Eagle, Colorado. Said Tract A is iocated in Section
7, Townshlp 5 South, Range 80 west of the 6'" P.M.
And access across the above mentloned lands shall be upon an easement described as follows:
An easement as shown on Exhibit A anached hereto and made a part hereof by reference.
In areas where vegetatlon ls disturbed by the above descrlbed use of the easement, the ground surface shall be reclaimed
by others than Grantee. Grantor agrees that landscaplng or other surface improvementiadded on said easement after the
date of executlon hereof will be minimlzed and that Crantee will not be responslble for damage to said addttlonal
landscaping or surface improvements caused by exercise of lts rights granted by thls easement.
Grantor covenants that lt ls the owner of the above described lands and that the sald lands are free and clear of
encumbrances and liens of whatsoever character, except those held by the following:
TO HAVE AND TO HOLD, sald right-of-way and easement, together with all and slngular, the rights and prlvileges
appertalnlng thereto, unto Grantee, lts successors and assigns, forever.qth
lN WTNESSWI{EREOF, Grantor has caused these presents to be duly executed on thls _Jl__day of&canaa. ',20_-ee_.
STATE OF
TOWN OF VAIL, COLORADO
A COLORADO MUNICIPAL CORPORATION
Revised 9-19-00
couNTY or gcrvtn- lltt'
----v--
The foregoing instrurqent- was acknowledged bqfore me this20:=a-, by
TOWN OF VAIL, COLORADO, A COLOMDO MUNICIPAL CORPORATION.
WITNESS my hand and offlclal seal.
My commission expires:
:llzabs$ M. Saller, Notary Public
State of Colorado
ly Commlselon Expires 211 4l?lfJE,
WO#-00-l 6998:52-42:Antlers Remodel:l l -30-00
vcd.\Hq3hyuuther
ru!ry[H|lltl{ll1l rlf!
urfr rllr{rl ilrl lilr
t of 2 R IO.OO O O.OO N O.0O E;st.-60''-
ffilTiko al
-
i.. Pu eurori' l, lr, E' .t. rtt1".....'l
v|651
fl]til] tl
uD'O
ert
l]tlilllftltfililliltl
0o .1613J.q3lJ rJrs N OO'g 0 00.0t uu9830t qmzlgr/zl ztol
l6e9tl
r.{u!\ rIrnH$p.A
00-0 8- I I :lapoulau sralruv: zt-z 5 :8669 t-00-#o/r^
ilLt il||| tltiltl
00-6 t-6 pasl^au i
L97lA t1
O) :ssarPPV
:allll
tooBtttfa m4dr€ nopepruog Ig
opBropcpel3|s
oilqru /'qoN 'rE138'n g.qEry:
:saJ!dxa uogss;utuor Ayrl
'Fas lPl)U[o pup puEr.l Au SSjNIt A
'NOIVUOdUOf lvdlftNnn oovuoto] v 'oovuolof ']lv Jo N Aol-
:AB
NOIVUOdUOf 'tvdtftNnl{ oovuolof v '.oovuolof ,]tv Jo l.l 40t
,pau6qsrapun aql lpql ,slNlsjud tstHr Ag Nlut ltv i oN)l
rNtrltstrJ sstffv
A5U]N3 SSOUf, A]OH
ryK- sP Aq ,---:;OZ
Jo ^Ep U+L slql out oloJoq paopal/vroul)E se^ ludtunllsul 6u1o6alo1 aq1
.rrl-& ro^rNnor
AFlpAgrT J8 sTVJS
NOU_VUOdUOf lvdDtNnn oovuolof voovuolof ''ltv^ Jo N/v\ot
Jo IEp-7-1r*
'-Foz
sp1l uo palnlaxa Agnp aq ol sluaserd aseql pasne) setl Joluerg ,fOf&HfnSSfnf-tfr
rur
sa6a'n1,d pue srq6r.r aqr ,,e;n6u1s p," rF;,1f;i""r,r,:H3l'ii3,i:,:J3'ofi13'^11;1?i11?31t1;",]11utiil!'i#;ti
:6u1,$olloj aqr Aq pleq asoql ldarxa 'rellplpr.lr ra aoslEr.lM Jo suall pup saf,uErqujn)ua
Jo rpalf, puE aa4 are spuel ptEs aqr lEql pue spupl paqtr)sap a^oqE aql Jo Jaumo ar{l s! ll lpql'slueua^or jolue.rg
rEuonrpp. p,",., "'3ifrffi'J,if'1fiH:,'"'i;f i"n'i$,Eili:fi#"?";::iJ,t-#:fii,11t31:ft'"i,?fil3:'J3$?aqt rarJE lu?uasEa pFi u0- !?qFJtuoryaryJdul BtEJJns J.r{10 r0 ouldr)spurl lr$ rrrJoE JolutJt 'ealuE/g uet{l rriqto iilpauFpoJ aq lpqs alEJJns punoJ6 aql 'lueuiasua aqlJo asn pequtsep anoqe'aqt'Aq paqjnNlp sl uolturaEai araqm seale ui
'e)uaralar Aq loeraq upd E apEul puE olaJeq paqlEuE V llqlqxl uo ul oqs sE luauasEo uV
:s/'Aolloj sP paqrtrsi{} }uautaspl rre uodn 3q llptls spupl pauolluau a^oqe aqt ssoJ)p sso)tp priv
uor)as ur pareror srv r)Err prps 'operorof,.'ar6'r 'rapjtora, orJ\i1# P$Jl'F3^4r33.tij:ir;Tliir:.i'rt;rT"",i;i
289/LL 'oN uoltda)ai se Paplolal joaraql dEur aql ol 6ulprorrp 'llEAJo uA\ol '6u1191 pr;q1 peaqsuonTlpf,-.V lf,Erl
sso,re ssa,6a pue ssa.r6u1r"'ubif3l.!it","u1'"'Xtiil3#lJig;3fi Sl?:,;i:3:l,filiT.fflil$Fjl1,i "'i:H;3
+,'u',0,,X1
poo^ ualD-'0S t Z raMErO 'O 'd sl ssarppe o)UJo lsod asoqm uorlerod.ror oplloloj i",rtOieu3 ssbr j llo[i oiun ririro ,tqdrailsaop 'pabpalmoulle lqelaq sl JoaJaqM ldlarar aqt ,uoglelap;suor agqen;Ln pue poo6 e.ro] ,1.roluer|j" pil1er raueularaq)
o'1.
PROPERW OESCRI T|ON:
A 25,00 foot wide strip of lond lying within Troct A Voil/Lionsh€od Third
Filing-._Town. of-.Voit, oicording to'thi mop thereof iecorded os ReceptionNo.117682 in the officc of the Eogls County. Colorodo. Clerk ond
Rccorder, soid strip lying 12.50 feet on eoih side of the following
described cenlerllnc:
Bcainning ol o point on thc wesi propcrty linc of soid Troct A whence lhenorthwest corner of sold Troct A beors N 0JO8'17' E 64.69 fcet;
thcnce deporting soid property line N 6851'45- E 55.20 feet: thencethcncethence depgrting soid property line N 685i'45- E 55.20 feet; thenceN 11'02'14- W 70.43 feel to the point of terminus on the north
tr'triiri{fiifiifr&l;:"t A whence tha soid northwesr comer beorc
I |||ill lllll lllllll lllll llil lllll lllll lll lllll llll llll
74639? L2/18/2OOO l0:3Ee 173 Sera Flshcr
2 ol 2 R 10.09 g O.OO N 0.00 Eeglc C0
l,=54'17'5O'
R-60.fi)
L=56.86
T=,3O.77
LC=54.75
90'60'30'0'
CB=S 34'07'04' E
ANTLERS COMDOMINIUMS
(u,l l. E 691 11
t.tqt rc.
dJt"Dfrc qr|trt
TRACT E
LIoNSHFAD PI-ACE (40')
lt *ur'rr- " .r)
I
:
N6Z01'24-E-60.00
TRACT B
J
8 ICVUI
00'09-3.tz.tol.8N
,//tRrllgS -+
d.c!.ag{t-
(.ol) rcnd clEHsNon
3 l3VUl
'c, oe t'l(r ,or 't. rsll
snntNrnoonoc. su3-uNv
iflrrx, orII
fifi, rDt-
3 -iO.ZO.lC S-8C9flS-C'l
Zl,'oc=l
99'99-'l(D'O9-U
.09.21.?9=l
oc .tll3 oo'o t{ go'o o oo'or u z F zJ.rf.tl r.|ts eal u8e:0l ooozlSllzl t6E9tt
.3ueql :l$, oz'gs 3
eql 33u.qa v l3orl
qyou .ql uo snulruJ.l ,o lutod eql ol leel C;.OZ ff -t!-ZO.t ! N'ql :13e, oz'gs 3 .s'.ls.gg ]i1 cu1 {yedod plos 6ulpodap aucr11reql :l$, oz'gs 3 .st.tg.g8 ]i1 cu1 lyedod pps6u11r6dair--e5dcrii
:lee, 69'tg 3 .z l.go.co N 8:toeg v lJorl ptos Jo rauJoc lssfquou{a v l3orl plD6 ,o .u!l
^p.dod lser 3ql uo lupd o p 6u;uu;6eg
|||t ilr lllll lll lllll lllll lllll lllll lllllll lllll llllll I
6upro11o1 eql ,o epF qooe uo E , o€.2! *,n i,llll"fl33 nl',ff:$
- Puo {roL, 'oporoloo 'lunoc elDo3 cql Jo sruro en q zggztt.oNuolld.cag so papro3ot ,oereql dout 1{}-ol 6qplocco .lto4 ,o ur*o1 ;6u;gg
prlql poaqsuoll/1o1 V loo4 ulqllr 6u;{ puq p dlr1s egn 1oo1 OO.Sa'V
,*iyii:l|fu3f.(F ..." " "..;:.tiL',-
."gi''6i1ffiffi
:No{ldtucs3o AruSdoud
HAVEKOST + ASSOCIATES P.C.
1 1 21 G RANT STFI E ET
DENVEFI,CO E} OEOS
eo3/E]61-1121
FA>< 3 03,/B 63-O661
AFICHITECTUFIE
P LA NN IN G
URBAN DESIGN
December 21,2000
Town of Vail
Department of Public Works
75 South Frontage Road
Vail, Golorado 81657
Attn: Gary Goodell - Chief Building Inspector
Rtc'DDtc262000
RE: Antlers Gondominium Addition/Renovation Permit #800-00.58
Dear Mr. Goodell:
In the aftermath of the November 18 Vail Marriott Fire, we have
been re-examining the fire retardant characteristics of our Antlers
project with specific concentration on the planned use of redwood
siding on a few exterior areas and some balcony guard rail
assemblies.
We understand that "conditions", (dated 715100\, attached to the
building permit for the project lists criteria for the application of 1"
nominal tongue-andgroove cedar siding as finish soffit within 5' of
properly line as well as siding detailed as outside finish on selected
wallareas and balcony guardrails. Plans and specifications actually
call for the use of 1" nominal redwood siding wherever indicated at
wall and rail surfaces, (not cedar as noted under item 5 of the above
referenced "conditions"). We believe the use of redwood at these
selected exterior surfaces provide superior fire retardant qualities
compared with other wood materials, even as untreated with fire
retardant chemicals. In fact our research reveals that l" nominal
(untreated) redwood lumber has a flame-spread classification of
Glass ll (per UBC Table 42-A), has test results of 70 flame spread,
60 fuel contributed and 75-115 smoke development (refer attached
CRA Data Sheet 202-7L). As you may recall, all exterior redwood
siding is detailed to be applied over precast concrete furred with fire
retardant treated plywood or metal framing covered with 5/8"
gypsum sheathing and 5/8" fire retardant treated plylood. All
guardrails utilize steelstructural members furred with 5/8" fire
retardant treated plywood under 1" nominal redwood siding on
outside face and fiberglas reinforced cement board on inside face.
Of course all exterior exit balconies are supported on precast
concrete floor systems constructed to comply with UBC Section
1006.3.2.3 and openness to comply with 1006.3.2.4.
We have carefully designed the Antlers applied wood elements to
comply with the directions of T.O.V. Design Review Board and
believe the detailing and fire retardant classification of untreated 1"
nominal siding and fire retardant treated 1" nominal cedar soffits will
meet and exceed requirements of applicable codes and industry
standards. We would appreciate you review of the Antlers plans,
details, specifications and the aftached "Fire Hazard Classifications"
data for conformation that proposed wood soffit and siding
applications can proceed with the qualifications established by
building permit "conditions" dated 7/5/00. As usual we will
appreciate a timely response to this issue in order that the
contractor can order the necessary material.
Sincerely,
Havekost + Associates P.C.
CC: Antlers Condominiums - Aftn: Rob LeVine
CC: Casson Building Corporation - Attn: Dan Casson
CG: Jack Berga & Company - Aftn: Jack Berga
Aftachment Redwood Lumber Fire Hazard Classification (CRA Data
Sheet 202.71 (2 pages)
l2lg4/29,90 15:22 21433a4565 REDI.,OOD SIJPPLV PAGE AI
CRA DATA S}tEgT 2D2.71
REDWOOD LUMBER'
FIRE HAZARD CLASSIFICATION
For.many yeats redw@d has been rccognized as a rela_tiv€ly tire resigtant wood. Atter rhe San Francisio Fiie in1906. P. H. Shar;ghncsry. C.hier engtneer ot t o-Scn iin_
ctsco_t-rtE ugpaftmenl, wrote; .'ln the recenr grcat fire ofSan Francisco, that began Aprii tgth. rS06. *elucte;el
fn ilnatfy sloDpino il in nea v iI .tirertio^s whe.e rhe unourneat bujldrngs wete almost enlirely ot trame cgnstruc_r|on, and if the exterior fin,sh of lheie buitdlngs f3t no,been of redwood lumter, la,n satistieO rnar rn"iian o: irr"oufnect dlslrcr would havs bgen greatty erlended.,,
There are numcrous sirnitar instancei ovef lhe years Inwnich rcdwood'o life resistance has aiJeO in-il;;;i;;nres, or In wnch redwooct has been specilied oecau# oji:s tire'resisrive propeny. Fir€ wals 6t "i;6 "oiJiilir,o]inave grv€n €Xc€llgnt 9ervice in watghouses and Commer.
:la! blldlnoq .curtain walts ano rire siopioi ;;e"oo;navg sropp€d fires in many sl.uctur6s, including waae_houses and brictoes,
^-l:jyT9 Lq"r not rgnrte aasily and ir bums stowry bs_causc rt conlains no volalile rerins o, oits ro aid ln iom-brrsuon. once ftame has covere{, the currace i rJ6i'orchrr is uevetuped whlcn aon€res to tne unUurneO,woo?!*:! lt* phoro, pase zt. rnij-'aaros';;;ilr; ;;:oustron, and an..n9ny fires, lhis layar of charfed
"ooO ni,Ptcvenlsd the lirs fte111 dotng more fnan suped;cfii da;]
:99 !9 th" strucrur€. rne Stire Fire Ma,s[;i;i-C;rd;t;nrs long .rgcognieed redwood,s riror.sirti* qr"liii;'iioomptralive rat rU6 ut bullOlng nraten8ls..
FIRE lllzlFD clasStFteATro
. .Fire hazsrO classificatlon ,ares three burning chsracfer-islic_s. of .rnareriats-tteme spread, luet conitiini-L'"ai mo^e deve,o pme h t_on in a 16rtra rislit; ;; ;h,;il;
asbeslos camenl board ig ratcd 0 and nomlnat f .inch un- ...ttealed red oak lumber is raied 100. The losrer thc nlino. .thc msre an)e rBylstanl ls tne matel|a.
Propeny damags and toss ot tif6 6y tire are clos€lvr€laled ro how fasl the llams rpreads. hor much tuel ia . .addod to lhe tire by tltc vartous mareriats Ot wn,Ch a build:Ing rs con$ructed, 8n6 lhe qurntity of smoke and fumes.:oroduced
.
Flrrne sproert Of the rhrce latings, t,arDe spread is the .most rmpoftant and the mosl Commonlv us'ed, Alf tour ..
moder btntoing cod€s, the Unitorm Buitding CoOe {UeCj, .
8a_src Buitdrng Codc (EOGA) warional Eu||dini'ffi;(NBC). anct Sourhsm Sranaaid Buildinq Code iSstidr.rrrquire conah mintmum amt_spread ntings rot'lr|rld[itiniah materrals.
The Unitom Burtding Codc tists three flame-spreadcldsses:''''
rlslr r. tLlrrE-tDnEAO Cr.assrFrc Ttotf (uDc rtDre az-rr.
AAME-SPFEAO CLASS]FIC,{TIONCTASS ffUNNEL ?EEII
I
ll
{l
o-25
26-75
76-225
rnJ'1i.33,1""1tf':.T 33i:?" "'e simrts/to fhose ot
sDread groups: o-7s and ?B-2f}-d:
have only ttflo tl'me-
Lt0tr'lrwie. tirc ht art at.sE ior ot, ,c.t. fr,ar,ar r.'a ptrpl
10.',,6 hnaaf} c-cllta'j trrme i".pttlt d zr lrr cnd.
Sroirar fad tuanal moetues n&ro'xi}], lfr,,'|e ,Ncad, twlcoot but.d, .n.t amot. dcvetspp66l l; in{";;;;;r;;;,
12/64126A9 L5122 2L43384505
RA?II{GS OF REDWOOO LUTSEB
., _t:l lpril 1971, Unde.wrlters,._Laborurode< conducr.dttretr
-sran(h]d trre h!.erd classilication ,osts oir-;l;;;;
,l:ly-_6:iTrl and nom,nat lt_ by 6_inch rnrleajud'rirj"il.j||JmDsr,. inctualing both haarfwDoc, end sapwood.I rro hazard classficalion I
fi*rtritar,r-$i'igfri*t*-ir$ftsurtorng Maleriels.''
_ _?hr. nrorslu_te contenr ol lhe lumber samples tegtedfl_g:d lr.gm S.9 ro B.? po..inr_r,or _irrrin i-nJlii.i[Imgnls ot th€ strndard.
--Il:.r*_r,lq of the tire ,rczHrd ctassrncalion t6sts areJl9*n il rabte u rhe rrame.cpread rarino oi irj riiilr#iIffi,# rumber qualrfres rhi3 mareriat "i-cr.-s"l l.iiri
TAtLt ,
'lE9wooo Luxlln F'RE raz^iD Cr ssFtCAnoI,
FLAMESA'VIPLE SPP€AO
ix:*?i,:#:* y.e:yl! leg ld ctoccl,p ot ctor|l|$uon(tiet U i,,wt ar.s hov'iii,i i'iii;;Th;r:;;::r;E rHurrD4trroC ,'coc. 6t.r.Iog lunnct Combqlion. -
RED|.,0OD SLPPI-Y PAGE 82
FUEL
CONTRIEUTEO
SMOKE
DEVETOPMENT .'l'nominal
rodwood tumlrg, -
It" nominrl
red{ood lumb€r
60 7$_115
iilili:fi!,!ri'.;,5:i1"i!i,!^!:#;,:"rii:;,:i"#",s':l:-tc:*".!,uoct'r, jiri,ipiti'i;;;&:;;r,#"";i,i?r#
,auEd tem thc noflrinat t _inch ;nd nominat X .tnct j"ii|j.Liis-.
flrti,",::^!^gt::lll-"q1'c-g is siven ro ratinss o, fuel
MATEAIAL
Siil$li'31,1:o ;mgd::td'E'ii i;'6"'lilH'J?
-t_"::g .u*n tesr resulls, att widrhs. panoms, surlaces.andlexturrs in th€sc rhicknesseG auarirfi*;;;"-",.'.*ror comparative purDoFes rorner nareriat are givon in f"Offll?.
tt"*-3pt€rd tatq5-of
TABLE I''. FLAflE.IPREAO NAIES OF O?|GR TA?tA,Ar'
05*r oo
{t-ine6 4q11nog
FLAME SPRSAD
l'1,#?"ift qj:."r,i1ff,,a-!F:[*:3"|-{#[;br,llT_l1lo.g _arc iicluaerj' in raUe rrI[";::'# ":,tls*i"iti-icri'it}'' r,se or redv,ooo in
lX"":: jiXg,-""11191,9qgre;p'iilil'id;;,;;5triL8
::.,TIj::,t:: j,,3"1.rn"u,f J,lli?oii;ljill,"i,iif ,i,li1?.1iJ'=H"_ti.eqe*rinsioi;il.,f, "Hruiffi jfl.;:;
;#;?"r" restrictiong orhenrvise rJle orl ,"r,#ijj "#i
Fire Dtardant trcrted lumbe,( nprCgnatedl
ncd osk turnbe,
CyFtrFi lurnbci
PondetosE pinc lumbe,
to--m
t00
t 45--150
1t5-230
appli6s116n3
prooucts,
li 1,."1:::,jl.l**"1:l-lt_".1 ,edwood rumh€r can rre
FF.i*,j:I;t{"!!'f m:n";**ili*xe*lypes ol buitdhgs brritt rlndei any p|rc€ in ar
Ili'1j.S:ly*.^319-.9r"*..,ir;#'rfi i_".,,rJ,"T.1i%1
ff#?LTtr-1f ar,i,p_J,idc,iii;riEdffi "s$"6:",Xil
fl,"tff "y*gJTr:r-rn"ti.ii^,iii'i;.#id"T:,#:lror rnrenor wB[s and Cdling ,inigh an],where.
".Hoi*ij":::._u.._crasslncarion-'dr';t.i,i.t,r€dr4,ood;;ffi ,;:T:::lirl,,o]lql_i",i#;:1:-[,lfrH,li
lory for producls ot rrrt tnl"iiel.
iIFEREIII9ES CNTED
't"{!{:,.sj:,:x.J:f#:Tigi*rorf iccorsrareFi,e
' !{' {;{;,:;,,3;{E n?ffi ,Ifl;,J,ffi.,11,%tr"",,,."
'Repott ot1 Fire Hezatd Class ic
ti6g*pi#i"ffi ;#i,+r#;:'trigffiil;m'
_,j-tTj.:t ure magni,;Jrr'nic$$rry to inctude atl Do8-$oe pallems is nor onty imprcti"j-OuT';ffi;il.'?* !!"t*;i::,H,azan chsstticetta/t card Dar. se.v-ice, Underwrlt€rs. L.l"rtoi:iil, rnc., r97t l,tr4{E 6 srAFgtr1Y9** lr#pry
1';^" 1v. o.eirloeuas, ,Exi3"talr
sat.ass; "rO rsl-4sot -:..
I
cAurOnNIA REDwooD AssoclalroN . 61 7 Monroomery srr€e,. san Franciooo, crri,orn,. o4r r r
Koe{ein Consulting EnJteers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Plrwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303) 98e-1223
AVON
(970) 949-6009
Cll\/trATHnElt\|tr
(970) 468-6933
(303) 9e9-0204 FAX (970)949-9223 FAX (970)46e-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon,CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: 3'd Level Walkrvay Walls. Sample Retween I iqes G.4-G.o/5.2-6.1 & G.1'G.7/5.2
Total Cubic Yards: f0
Supplier: B&B Exc.
Slump: 3.0 inches
Ticket No: 3q69
Air Content: 1.3%
Mix Design No: 5894-8
Wet Unit Weight: 149.8 pcf
4? oF+
| '44 nrn
Air Temperature:
Time Test Taken:
ConcreteTemperature: 62"F
Test Date: I i/3/00
Design Strength: 6000 psi @ 28 days
Remarks:
Cylinder Compressive Sbength (psi)
3560
)
I
2828 l
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Da!! Havekost' Havekost +
Assoc.
Sheet I of I
'
Age (Days)
[::'ff l[il'"Hl"iltHilJ:',:
Pkwy . Suite 115. Lakewood, CO 80228.2845
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
'12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
AVON
(970) e4e-6009
SiLVERTHOFNE
(970) 468-6933
Project: The Antlers at Vaii
Location: 3'0 I evel Walkway Walls. Sample Retrveen t jnes G.4-G.o/5.2-6.1 & G.1-G.7/5.2
Total Cubic Yards: j-0
Supplier: B&B Exc.
Slump: 3.0 inches
Ticket No: 3969
Air Content: 13%
llix Design No: 580.1-8
Wet Unit Weight: 149.8 pcf
lt{-F-l-
1:44 prn
Air Temperatwe:
Time Test Taken:
ConcreteTemperature: 62"F
Test Date: ll/3100
Design Strength: 6000 psi @ 28 days
Remarks:
Cylinder Compressive Strength (psi)
)
28
28
3560
4910
T: Rob LeVine-Antlers, Kevin C. Duucan- Casson Building Corp.; Dan Havckost- Havekost + Sheet I of i
Assoc.
.. ,: ,.:...
Age (Days)
Koecilein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 949.9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vaii
Location: 3'a L.vel Wulktuut Wnilt, So*Ol" B"ttu."n t in.t G.4-G.9/5.2-6. I & G. t -G.7i 5.2
12364 W. Alameda
LAKEWCOD
(303)989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: lO
Supplier: B&B Frc.
Slump: 3.0 inches
Ticket No:
Air Content:
3969
l.3e'i)
Air Temperature:
Time Test Taken:
Mix Design No: 58q4-8
Wet Unit Weight 149.8 pcf
4',]0F+
1:44 pm
ConcreteTemperature: 62oF
Test Date: I 1/3/00
Design Strength: 6000 psi @ 28 daYs
Remarks:
Age (Days)
J
5
28
?R
cc: Rob LeVine-Antlersr Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
Koeclein Consulting Enfneers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228'2845
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(970)468-6933
(303) e89-0204 FAX (970) s4e-e223 FAX (970) 468-693e FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
t
Location: Level 3 \\:alls- Staircase Walls. Sample h(I ines C.25-F.2 /6.2-6.5. C.25-E.2/6+-17',
c.25 -E.2/ 6.25. Ct 5.2- t3', 7"
itt lfr \
1.5%
MixDesignNo: 30180250
Wet Unit Weight: 149.4 pcf
Air Temperature: 35'Ft
I lme I est I aKen; 4:)) pm
Age (Days)
J
ta
aoLO
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
KOECHLEII\-CONSULTING ENGINEERS, INC.
Report of Consffuction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vaii
Job No. 00-060
Report #: 72
Date: ll/21/00
Sheet: I of 1
Weather Conditions and Temperature: Sunny, 20oF+ to 47oFt
Construction Activities/Observations:
Field engineer arrived on site as scheduled to conduct rebar inspections for the plaza ievel fillin deck between
Lines E.2-8.714.7-5.2 and F.l-F.2/4.7-5.2. Inspection results indicate that rebar placement has met project
soecifications.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Cassou Building Corporation, Dan Havekost-HavckosttAssociates
Don Sneed
a
WilliamlH. Koechlein. P,E.
---
Reviewed BvField Observer
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 98s-0204 FAX
Total Cubic Yards: ll
Supplier: I afarge
Slump: 4.0 inches
Ticket No: 1009898
Air Content: 4.8%
Mix DesignNo:
wetunitweight:
540F+
9:24 am
4020
144.8 pcf
ConcreteTemperature: 67"F
Test Date: 1014/00
Desiga Strength: 4000 psi @.28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3475
4090
3930
Icc: Rlb LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost' Havekost +
Assoc.
28
28
Sheet I of2
:
's&w'*t'n''
KoeCfein Consulting Eniteers, lnc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON
(970) s49-600e
(970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Boiler Room Slab on Grade. Sample Taken on East Half
SILVEFTHORNE
(970) 468-693s
ProjectNo: 00-060
Koe{lein Consulting EnJneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(303)98s-0204 FAX (e70)949-9223 FAX (970)468-6e39 FAX
LAKEWOOD
(303) e89.1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6i78
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Planter Footing. Sample at Lines E-F/0
Total Cubic Yards: I
Suppiier: B&B Exc.
Slump: 4.25 inches
TicketNo: ?222
Air Content: 1.4%
Mix Design No:
Wet Unit Weight:
640F+
2:29 pm
5894-9
150.0 pcf
ConcreteTemperature: 6aoF
Test Date: l0l4l00
Design Strength; 4000 psi @ 28 days
Remarks:
Age (Days)
1
28
28
Air Temperatue:
Time Test Taken:
Cylinder Compressive Strength (psi)
3690
6800
7740
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 oS
Assoc.
{,t, r+-..,t,'.':i' .
Koechfin Consulting EnSiSters' Inc'
Consulting Geotechnical Engineers
12364W. Alameda Pkwy ' Suite tLS'Lakewood' CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
AVON
(e70) 94e-6ooe
(970) 949-9223 FAX
SILVERTHORNE
(970) 468-6933
(970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Pro-ject: The Antlers at Vail
Location: Planter Footing, Sample at Lines E-F/O
Project No: 00-060
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.25 inches
Ticket No: 29n
Air Content: l.4o/o
Mix Design No:
Wet Unit Weight:
6.lcF+
2:29 pm
{RA4-q
150.0 pcf
ConcreteTemperature: 6qoF
Test Date: l0l4l00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
Air Temperature:
Time Test Taken:
cc: Rob LcVine-Antlen, $vin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 2
Assoc,
Koech$n Consulting EnSi5t"t"' Inc.
Consulting Geotechnical Engineers
'12g64W. Atameda Pkwy ' Suite 115'Lakewood, CO 80228-2845
SILVERTHORNE
(970) 468-6933
(970) 468-6e3s FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Projecl The Antiers at Vail
Location: Boiler Room Slab on Grade. Samlle Taken on East Half
Age (Days)
3475
cc: Rob LeVine-Antlers, Keviu C. Duncan- Casson Building Corp.; Dan Have{lst- Havekost + Sheet I of 2
Assoc.
Cyiinder Compressive Strength (psi)
LAKEWOOD
(303) e89-1223
(303) e8e-0204 FAX
AVON
(e70) 94s-6009
(970)949-e223 FAX
Project No: 00-060
Total Cubic Yards: lt
Supplier: Lafar&e
Slump: 4,0 inches
Ticket No: 100q898
Air Content: 43%
Mix Design No:
Wet Unit Weight:
s40F+
Q,1,1, arn
!n)n
144 R nr.f
ConcreteTernperature: 67oF
Test Date: l0l4lO0
Design Strength: 4000 psi (D 28 days
Remarks:
Air Temperature:
Time Test Taken:
28
28
ENGINEE
Reoort of Construction Activities
Jack Berga
JT Berga and ComPanY
P. O. Box 6178
Avon, CO 81620-6178
Job No. 00-060
Report #: 67
Date: l0l4l00
Sheet: I of 1
The Antiers at Vail
ffitFffi;ailions and TemPerature:eloudy,60"Ft
ffi?#:":i:ili"u:"'::.9*trebarinSpectionsfortheplanterfootingsonLinesE.F/0'
0_0.s/F, anrl 0-0.5/8. il"";;;;; ,i-"rura aiaooi;;;;;;id.qions for the rebar' The contractor (Paul' with
casson) referred the rreid Jrreiry"l:"th:.ttll:1ffti-t:#1{''::::*'ents' whichwete3 #5 rebar along the
uasson/ rsrerrv\r '"- --.- ;-d @ #5 verticals with bend @ 12" o'c'
length with #5 @ 12" o'c
Vffi;tetmmunication:
ffiiesTo: Roble
William H. Koechlein, P'E'
Koeflein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON
(970) 949.6009
(970) 949-s223 FAX (970)468.6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Banquet Room Interior Slab on Grade. Sample Between Lines C-D.5/6.3-7
12364 W. Alameda
LAKEWOOD
(303) s89-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: U
Supplier: T.afarge
Slump: 3.0 inches
Ticket No: 100993 1
Air Content: 5.2%
Mix DesignNo:
Wet Unit Weight:
{50F+
9:51 am
4020
144.2 pcf
ConcreteTemperature: 67oF
Test Date: 10/5/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
3170
3950
4260
Air Temperature:
Time Test Taken:
{
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Bu4lding Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
Koechfin Consulting Englryers' Inc.
Consulting Geotechnical Engineers
12g64W. Alameda Plrwy ' Suite tt5' Lakewood' CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
AVON
(970) 949-6009
(970) 949-9223 FAX
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Banqget Room Interior Slab on Grade. Sample Between Lines C-D.5/6.3-7
Total Cubic Yards: l-t
Supplier: Lafarge
Slump: 3.0 inches
Ticket No: 1009931
Air Content: 5.2%
Mix Desigr No:
Wet Unit Weight:
9:51 am
40?o
144.2 pcl
ConcreteTemperature: 67"F
Test Date: 10/5/oo
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3),70
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc,
,|
28
28
Koecfein Consulting Enqleers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(303) 989-0204 FAX (e70) 949.9223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949-600s
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girder. Sample at T ines H/3-4
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.75 inches
Ticket No: 309q
Air Content: 1.4%
Mix Design No:
Wet Unit Weight:
l'l? nrn
;RS4-q
149.0 pcf
ConcreteTemperature: 66oF
Test Date: 1 0/ 10/00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
Air Temperature:
Time Test Taken:
n
28
28
Cylinder Compressive Strength (psi)
5405
6480
6620
I
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Hatkost + Sheet I of I
Assoc.
'l'1. -: ' .
Koe{lein Consulting ErUneers. Ine
Consulting Geotechnical Eng!neers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
.r.von. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza I evel Girder. Sample at Lines H/3-4
(303) 989-0204 FAX (e70) 949-e223 FAX (970) 468_6s39 FAX
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.75 inches
Ticket No:
Air Content:
3099
t,.4%
Mix Design No:
Wet Unit Weight:
il 1-Ff
1:12 pm
58q4-9
149.0 pcf
ConcreteTemperature: 66oF
Test Date: 10/10i00
Design Strength: 6000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)
5405
cc: Rob Levine-Artlen, Kevin C. Door-Jc*ron Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
Cylinder Compressive Strength (psi)
n
28
28
KOECHLEIICONSULTTNG ENGTNEEUI, rNC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 68
Date: 10/10/00
Sheet: l of 1
Weather Conditions and Temperature:Cloudy, 63oFt
Verbal Communication;
Construction ActivitiesiObservations :
Field engineer arrived on site as scheduied to conduct a rebar inspection for the planter foundation walls and the
plaza level girder. The planter walls between Lines 0-1/E-F required #5 @ 12" o.c. each way with 2#5 @the
top. The girder on Line H/3-4 required 3 #11 F.L. on top, 6 #9 F.L. on the bottom rvith #4 stimrps @ 12" o.c.
There rvere 7 #9 F.L. on the bottom instead of 6 #9. Inspection results indicate that the rebar piacement has met
project specifi cations.
Copies To: Ro LeVine-Antlcrs, Kevin C. Duncan-Casson Building Corporation, Dan Havekost+Associates
Don Sneed William H, Koechlein. P.E.
Field Observer Reviewed By
KoE CHLEIC O\-SUL Tilic E :icri'lEE|ii. iNC.
REport of Construction Activities
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
The Antlers at Vail
Report #:69
u.lLa,
Sheet:1of1
Project:
Verbal Communication:
Weather Conditions and Temperature:Sunny, 36"F+
Construction ActivitieslObservations :
Field engineer arrived on site as scheduled to conduct concrete tests. Paul, the foreman with Casson, informed
field engineer that the 7:00 am deck concrete pour would occur tomorrow,10/12/00. The office was informed
of the schedule change. No concrete tests were conducted at this time. After consulting with Kerry, rvith
Koechlein Consulting Engineers Inc., it was confirmed that the scheduled date was Thursday, October 12,2000,
and not Wednesday, October 11, 2000. Concrete cylinders were picked up, stripped. logged, and stored.
Copies To: Rob LeVine'Duncan-Casson Building Corporation, Dan Ha
William H, Koechlein, P.E.
Koecfein Consulting Entireers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) 989-1223 (970)949.600e (e70)468-6933
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level freck,Sample Between Lines 8.7-F.2/7-8. Bottom Lift
Total Cubic Yards: l-0
Suppiier: B&B Exc.
Slump: 4.75 inches
Ticket No:
Air Content:
Mix Design No:
WetUnitWeight:
1'4O ern
?rgl
r.6%
5R94-R
140.4 pcf
ConcreteTemperature: 58oF
Test Date: 10112100
Design Strength: 6000 psi @ 28 days
Remarks:
3B
5B
7B
288
28B
H
Cylinder Compressive Strength (psi)
4390
5205
6r20
7120
7290
Air Temperature:
Time Test Taken:
Sheet I of6
:
Age (Days)
cc: Rob LeVine-Aftlen, Kevin C, Duncan- Casson Building Corp.; Dan Havckost- Havekost +
Koecfein Consulting Enlireers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Phlry . Suite 115. Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) s89-1223
AVON
(970) e49-600e
SILVERTHORNE
(970) 468-6933
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck, Sample Between Lines F.2-Hl6.2-6.5. Bottom Lift
Total Cubic Yards: n
Suppiier: B&B Exc.
Slump: 6.0 inches
ConcreteTemperature: 63oF
Test Date: 10/12100
Ticket No: 3 147
Air Content: 1.5%
Mix DesignNo:
Wet Unit Weight:
8:44 wn
58q4-9
ldR R nnf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B- Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Shength (psi)
3B
5B
7B
7B
7W
28W
28B
5160
5490
6t70
6235
5745
7490
7020
cc: Rob LeVine-Antlersr Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
Sheet 2 of6
:
Age (Days)
Koecfein Consulting Enqfeers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. LakEwood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) e8e-1223 (970) e49-600e (s70) 468-6e33
(303) 98e-0204 FAX (e70)e4e-e223 FAX (e70)468.6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck- Sample Between Lines F-Gi6.7-8Jop Lift
Project No: 00-060
Total Cubic Yards: 12
Supplier: B&B Exc.
Slump: 4.75 inches
ConcreteTemperature: 62"F
Test Date: 10112100
Age (Days)_--16'-
5B
Ticket No: 3205
Air Content 1.5%
Mix Design No:
Wet Unit Weight:
l0:07 am
5RS4-R
148.6 pcf
Air Temperarure:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
4430
5035
5640
5885
5545
7290
6800
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; fi H"u.kost- Havekost + Sheet 3 of 6
Assoc.
7B
7B
7W
28W
288
Koecfein Consulting Enqfeers, lnc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228.2845
AVON
(970) 949-6009
(970) 949-e223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6i78
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines F.2-G.3/5.2-5.-l
SILVERTHORNE
(970) 468-6933
Project No: 00-060
12364 W. Alameda
LAKEWOOD
(303)989-1223
(303) 98e.0204 FAX
Total Cubic Yards: NA
Supplier: B&B Exc.
Slump: 6.0 inches
ConcreteTemperature: 53.F
Test Date: 10112100
Ticket No: 321'7
Air Content: 1.5%
Mix Design No:
Wet Unit Weight:
58q4-8
148.6 pcf
Design Shength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Air Temperature: 50"Ft
Time Test Taken: I I :18 am
Cylinder Compressive Srength (psi)
4510
4880
f) /)
5730
5465
6970
7090
Age (Days)
3B
5B
7B
7B
7W
28W
28B
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
Sheet 4 of6
.
[o".Uein Consulting Enqineers, Inc.
Con.' ulti n g Geotech n ical- Engi neers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON SILVERTHORNE
(970) 949-6009 (970)468-6933
(970) 94e-e223 FAX (970) 468-6939 FAX
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines D.2-E.2/5.1-5.5
Project No: 00-060
Total Cubic Yards: 250
Supplier: B&B Exc.
Slump: 5.75 inches
ConcreteTemperature: 64oF
Test Date: 10/12100
Ticket No: 3225
Air Content: 1.5o,/o
Mix DesignNo:
Wet Unit Weight:
iR94-R
149.6 pci
Air Temperature: 57oFt
Time Test Taken: 12:21 pm
Design Strength: 6q0optt@i&+rt
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
Jtt
5B
7B
7B
7W
28W
28B
4200
4780
5485
s585
)nJ
6900
7870
cc: Rob LeVine-Antlen, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 5 of 6
Assoc.
I
KoeclJein *lonsuliing Enqipeers. Inc.
Co n sI lti n g Geotech n icafEn g i neers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Samole Betrveen Lines C-D.6i6-6.3
LAKEWOOD
(303) 989-1223
(303) e8e.0204 FAX
AVON
(970) 94e-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: 300
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 67oF
Test Date: 10112100
Ticket No: 3231
Air Content: 1.6%
Mix Design No:
Wet UnitWeight:
6toF+
l:28 pm
.\ xq4-x
149.4 pcf
Design Strength: 6000 psi @28 days
Remarks: B= Initial 24 hour cure in open box. W= Inilial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
Air Temperature:
Time Test Taken:
3B
5B
7B
7B
7W
28W
288
4320
5005
5840
5580
5495
7100
6950
Sheet 6 of6
Age (Days)
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Cor*; Dan Havekost- Havekost +
Koeclein Consulting Enfreers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD AVC|'J SILVERTHORNE
(303)989-1223 (970)949-6009 (970)468-6e33
(303) 989-0204 FAX (970) s49-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULIS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Betrveen Lines E.7-F.2/7-8. Bottom Lift
Total Cubic Yards: 10
Supplier: B&B Exc.
Slump: 4.75 inches
Ticket No:
Air Content:
Mix Design No:
Wet Unit Weight:
'17"F+
7'.40 am
1.6%
5894-8
14q.4 pcf
ConcreteTemperature: 58oF
Test Date: 10112/00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
3B
5B
7B
288
288
Cylinder Compressive Strength (psi)
4390
5205
6.120
Air Temperature:
Time Test Taken:
Koeolein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303)s89.1223
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines F.2-Hi6.2-6.5. Bottom Lift
(303)989-0204 FAX (970) s4e-9223 FAX (e70)468-6939 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
AVON
(970) 949-6009
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Total Cubic Yards: 12
Suppiier: B&B Exc.
Slurnp: 6.0 inches
ConcreteTemperature: 63"F
Test Date: 10112100
Ticket No: 3197
Air Content: 15%
Mix Design No:
Wet Unit Weight:
lqoFr
8:44 am
5894-9
148.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)
-38--5B
7B
7B
7W
288
28B
28W
Cylinder Compressive Strength (psi)
5160
5490
6170
623s
5745
cc: Rob LeVine-.r.f tiers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost - Sheet 2 of 6
Assoc.
Koecfein Consulting En$eers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) 989-1223 (970)949-600s (e70) 468-6e33
(303)989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines F-G/6.7-8Jop Lift
Project No: 00-060
Total Cubic Yards: ln
Supplier: B&B Exc.
Slurnp: 4.75 inches
ConcreteTemperarure: 62"F
Test Date: l0ll2l00
3B
5B
7B
7B
7W
288
288
28W
Ticket No: 3205
Air Content: 1.5%
Mix Design No:
Wet Unit Weight:
at 1- F -1-
i0:07 am
i.Rq4-R
I JR 6 nr.f
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Shength (psi)
4430
5035
5640
5885
5545
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
Sheet 3 of6
Age (Days)
KoeClein Consulting Enlneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 8i620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Samole Between Lines F.2-G.3/5.2-5.4
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
AVON
(970) 949-600s
Total Cubic Yards: iQl
Supplier: B&B Exc.
Slump: 6.0 inches
ConcreteTemperature: 63oF
Test Date: l0/12/00
Ticket No: 3217
Air Content: 1S%
Mix Design No:
Wet Unit Weight:
l1:18 am
5Rq4-R
148.6 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= initial 24 hour cwe in ooen box. W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
288
28B
28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Have6st + Sheet 4 of 6
Assoc.
4510
4880
5575
5730
5465
Age (Days)
Koeclein Consulting Entneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON SILVERTHORNE
(970) 949-6009 (970) 468-6933
(970) 94e-9223 FAX (970)468-6939 FAX
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUIVIMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Betrveen Lines D.2-E.2/5.1-5.5
Project No: 00-060
Total Cubic Yards: 250
Supplier: B&B Exc.
Slump: 5.75 inches
ConcreteTemperature: 64eF
Test Date: 10/12100
Ticket No: 3225
Air Content: 15%
Mix Design No:
Wet Unit Weight:
(R0.1-R
1.19.6 pcf
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Air Temperature: 57oF=
Time Test Taken: 12:21 pm
Cylinder Compressive Strength (psi)
4200
4780
5485
))6)
) I t)
Age lDays).---
5B
7B
7B
7W
288
28B
28W
cc: Rob LcVine-Antlers, Kevin ClDuncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 5 of 6
Assoc.
Koeclein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 115. Lakewood, CO 80228-2845
AVON
(970) 949-600e
(970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Cornpany
P, O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck, Sample Between Lines C-D.6/6-6.3
SILVERTHORNE
(970) 468-6933
Project No: 00-060
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989.0204 FAX
Total Cubic Yards: 300
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 67.F
Test Date: 10112100
Ticket No: 3231
Air Content: 1.6%
llix Design No:
WetUnitWeight:
6loF+
l:28 pm
58q4_8
14q.4 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 dairs
Rernarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
4320
5005
5840
5580
5495
3B
5B
7B
7B
7W
288
288
28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 6 of 6
Assoc,
Koe$lein Consulting Eryineers, Inc.
Consulting Geotechnicat Engineers
12364 W. Alameda Pkwy . Suite AIS. Lakewood, CO g022g-2g45
(303) 989-0204 FAX (970) 949-9223 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
(970) 468-6s39 FAX
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck, Sample Between Lines E.7-F.2/7-8- Bottom Lift
Total Cubic Yards: 10
Supplier: B&B Exc.
Slump: 4,75 inches
Ticket No: 3 1q I
Air Content: 1.6%
Mix Design No:
Wet Unit Weight:
7:40 am
5804-8
14q.4 pcf
ConcreteTemperature: 58oF
Test Date: 10112100
Design Shength: 6000 psi @ 28 days
Remarks:
Age (Days)
3B
5B
7B
28B
288
H
Cylinder Compressive Strength (psi)
4390
5205
Air Temperature:
Time Test Taken:
cc: Rob LeVine-Antlers, Kcvin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of6
Assoc.
Koe{lein Consulting E[ineers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO gO22g-294S
AVON
(970) 949-6009
(970) 949-9223 FAX (970)468-693e FAX
Jack Berga
JT Berga and Company
P. O. Box 6i78
Avon. CO 81620-6178
Project No: 00-060
STIMMARY OF CONCRETE TEST RESULTS
Project: The Antiers at Vail
Location: Plaza Level Deck^ Sampie Betrveen Lines F.2-Hi6.2-6.5. Bottom Lift
12364W. Alameda
LAKEWOOD
(303) s89-1223
(303) 989-0204 FAX
SILVERTHORNE
(970)468-6933
Total Cubic Yards: n
Supplier: B&B Exc.
Slump: 6.0 inches
ConcreteTemperature: 63oF
Test Date: I0ll2l00
3B
5B
7B
7B
7W
288
288
28W
Ticket No: 3197
Air Content: 1.5%
Mix DesignNo:
Wet Unit Weight:
5894-9
148.8 pcf
Air Temperature: 39"F+
Time Test Taken: 8:44 am
Design Strength: 6000 psi @ 28 da:zs
Remarks: B= Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
5160
5490
cc: Rob LeVine-Antlen, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
Sheet 2 o16
Koe$lein Gonsulting EnOneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON
(970) 94e-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck, Sample Betrveen Lines F-G/6.7-8. Top Lift
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303)e89-0204 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Totai Cubic Yards: Jn
Supplier: B&B Exc,
Slump: 4.75 inches
ConcreteTemperature: 62'F
Test Date: I0llzl00
Ticket No: 3205
Air Content: 1.5%
Mix DesigaNo:
Wet UnitWeight:
s894-8
148.6 pcf
Air Temperature: 43'F+
Time Test Taken: l0:07 am
Design Strength: 6000 psi @.28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3B 443058 5035
7B
7B
7W
288
28B28W Icc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Buildift Corp.; Dan Havekost- Havekost + Sheet 3 of 6
Assoc.
Age (Days)
Consulting Geotechnical Engineers
Pkwy . Suite AlS. Lakewood, CO 80229-2945
AVON
(970) 949-6009
(970) 94s-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck, Sample Betrveen Lines F.2-G.3/5.2-5.4
Koeqf lein Consulting EUineers, lnc.
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX
SILVERTHOFNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: ?&A
Suppiier: B&B Exc.
Slump: 6.0 inches
ConcreteTemperature: 63oF
Test Date: l0ll2l00
Ticket No: 3217
Air Content: 1.5%
Mix DesignNo:
Wet Unit Weight:
500F+
i1:18 am
58q4-8
148.6 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 dag;
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days).-----
5B
Cylinder Compressive Strength (psi)
7B
7B
7W
288
288
. 28WIcc: RotfleVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 4 of 6
Assoc.
4510
4880
Koeqflein Consulting EUf neers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkv'ry . Suite 115. Lakewood, CO 80228-2945
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines D.2-E.2/5.1-5.5
(303) 989-0204 F$< (e70)s49-9223 FAX (970) 468-6s39 FAX
5894-8
149.6 pcf
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: ?Jp
Supplier: B&B Exc.
Slump: 5.75 inches
ConcreteTemperature: 64oF
Test Date: 10112100
Ticket No: 3225
Air Content: 1.5%
Mix Design No:
Wet Unit Weight:
12:21pm
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
288
288
28W
4200
4780
cc: Rob Levine-Antlcrs, Kevin C. Duncan- Casson Buitding Corp.; Dan Havekost- Havekost + Sheet 5 of 6
Assoc,
Koeqflein Consulting EAineers, Inc,
Consulting Geotechnical Engineers
Pkwy . Suite ttS. Lakewood, CO 80229-2945
AVON
(970)949-600s
Jack Berga
JT Berga and Company
P. O. Box 6178
-A.von. CO 81620-6178
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines C-D.6/6-6.3
(970)949-9223 FAX (970) 468-6939 FAX
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
12364 W. Alameda
LAKEWOOD
(303) s89-1223
(303)98s-0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: 3!0
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 67"F
Test Date: l0ll2l00
Ticket No: 3231
Air Content: 1.6%
Mix Design No:
Wet UnitWeight:
610F1
1:28 pm
s894-8
149.4 pcf
Air Temperature:
Tirne Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Sfength (psi)
3B
5B,]B
7B
7W
288
28B28W )cc: Rob LcVine-Antlers, Kcvin C. Duncan- Casson Building Corp.; Dar*Iavekost- Havekost + Sheet 6 of 6
Assoc,
4320
5005
Age (Days)
' ,i : , l:
AVON
(970) 94e-6009
SILVERTHORNE
(970)468-6933
I l'
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antiers at Vail
Location: Wall at Lines 4.2/7.5
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
3476
4.9%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
'I '4O nm
Ticket No:
Air Content:
"t|)1 A{?n'i
145 I ncf
ConcreteTemperafure: 68"F
Test Date: l0/18/00
Design Strength: 4500 psi @ 28 days
Remarks:
Age (Days)
7
28
28
3560
4690
4860
cc: Rob LeYine-Anrlers, Ker.in C. Duncan- Casson Building 3orp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
1
foecilein Consulting enf,neers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228.2845
LAKEWOOD
(303) e8s-1223
(303)989.0204 FAX (970) 949-9223 FAX (970)468-6e3e FAX
Project No: 00-060
SUMMARY OF CONCRETETEST RESULTS
KOECHLE ONSULTING ENGINEE
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Report of Construction Activities
Job No. 00-060
Report #: 70
Date: l0/18/00
Sheet: l of I
The rebar was placed and tied
Project:The Antlers at Vail
Coustructiorr Activities/Observations:
Field engineer anived on site as requested to perform a rebar inspection.
according to proj ect specifications
Locations: Southeast Retaining wall, and wail at gridlines A-D/j.s
Verbal Communication:
Field engineer informed Paul, with Casson. of the inspection results.
Weather Conditions and Temperature:Sunny, 60oF+
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building eorporation, Dan
William Hl Koechlein. P.E.
KoeOlein Consulting enlneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 90229-2g45
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468_6s39 FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVERTHOBNE
(970) 468-6933
Project No; 00-060
AVON
(970) 949-6009
Project: The Antlers at Vail
Location: Wall at Lines A.2/7.5
Total Cubic Yards: 8
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No:
Air Content;
3476
49%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
t1 /-Ff
1:40 pm
3016s201
145.2 pcf
ConcreteTemperature: 68oF
Test Date: i0/18/00
Design Strength: 4500 psi @. 28 days
Remarks:
Age (Days)
7
28
28
Cylinder Compressive Strength (psi)
3560
I
cci Rob LeVine-Antlen' Kevin C. punJln- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
KoeOlein Consulting Enflneers, Inc.
Consulting Geotechnical Engineers
12364 w. Aiameda Pkwy . suite 115. Lakewood, co g022g-2g45
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX (970) 94e-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
Project No: 00-060
SUMMARY OF CONCRETE TEST RESUI-TS
Project: The Antlers at Vail
Location: Plaza Level Deck. Samf,le at Beam Pocket. Lines E.2i4.5-5. E.l-F.2i4.5. and F.2/4.5-5.l
AVON
(970)94e-600e
SILVERTHORNE
(970) 468-6933
(970) 468-6s39 FAX
Total Cubic Yards: 10
Supplier: B&B Ecx.
Slump: 4.0 inches
ConcreteTemperature: 65oF
Test Date: l0l2ll00
Ticket No: 3599
Air Content: l.5o1o
ivlix )esign No: 5894-8
Wet Unit Weight: 14q.4 ncf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B: Initial 24 hour cure in open box, w= Initial 24 hour cure in water tank
Cyiinder Compressive Strength (psi)
5B
7B
7B
7W
288
288
28W
3560
5060
cc: Rob Levine-Antlers' Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 5
Assoc.
Age (Days)
KoeOlein Consulting Entneers, Inc.
Gonsulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 90229-2845
AVON
(970) 949-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines D.8-E.2/3.4-;l
SILVERTHORNE
(970) 468-6933
Project No: 00-060
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Total Cubic Yards: 62
Supplier: B&B Exc.
Siump: 1.75 inches
ConcreteTemperature: 70oF
Test Date: 10121100
Ticket No: 3606
Air Content: 1.2%
Ivlix Design No:
Wet Unit Weight:
160F+
8:26 am
58a4-8
i4c).4 pcf
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, w= Initiai 24 hour cure in rvater tank
Cylinder Compressive Strength (psi)
Air Temperature:
Time Test Taken:
3B
5B
7B
7B
7W
288
288
28W
cc; Rob Levine-Antlers, Kevin c. Duncan- casson Building corp.; Dan Havekost- Havekost +
Assoc.
3540
5010
i
Sheet0 of 5
Age (Days)
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) s8e-0204 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESL;LTS
Project: The Antlers at Vail
Location: Plaza I evel Deck. Samfrle at F-Gi3.5-4
KoeOlein Consulting erQineers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite An 5. Lakewood, CO g022g-2g45
AVON SILVERTHORNE
(s70) 94e-600e (s70) 468-6933
(970) 949-9223FAX (s70)468_6939 FAX
Project No:00-060
Total Cubic Yards: 106
Supplier: R&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 63.F
Test Date: 10121100
Ticket No: 3612
Air Conrent: 1.4%
Mix Design No:
Wet Unit Weight:
.tt'F-
Q'1i rrn
58q4-8
149.8 [cf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initiai 24 hour cure in open box, w= Initial 24 hour cure in water tank
5B f,) /u
7B
7B
7W
288
288
28V/
cc: Rob Levine-Antlers, rruio c. Duncan- casson Juilding corp.; Dan Havekost- Havekost +
Assoc.
Sheet 3 of5
Age (Days)
I ritebrv-i -,{3.- . r'
KoeOlein Consulting Enflneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO g022g-2g45
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303)e8e-1223
(303) 98e-0204 FAX
AVON
(970) 949-600e
(970) 949-9223 FAX
SILVERTHORNE
(e70) 468-6933
(970) 468-693s FAX
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Prqect: The Antlers at Vail
Location: Plaza I evel Deck. Sample at Beam pocket Betrveen Lines Hi2-3
Total Cubic Yards: 156
Supplier; B&B Exc.
Slump: 5.5 inches
ConcreteTemperature: 66oF
Test Date: I0l2ll00
Ticket No:
Air Content:
i619
t.5%
Mix Design No: 5894-8
Wet Unit Weight: 148.8 pcf
Air Temperature: 50oFt
Time Test Taken; 10:21 am
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, w= Initial 24hotr cure in water tank
Age (Days)__-E--
5B
7B
7B
7W
288
288
28W
&: noU LeVine-Antlen, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havckost + Sheet 4 of 5
Assoc.
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVEBTHORNE
(970) 468-6933
Design Strength: 6000 psi @ 28 days
Remarks: B: Initial 24 hour cure in open box, w= Initiar 24 hour cure in water tank
Total Cubic Yards: 219
Supplier: B&B Exc.
Slump: 5.5 inches
Ticket No: 3625
Air Content: 1.2%
Mix Design No: 5894-8
Wet Unit Weight: 150.0 pcf
I l:12 am
Sheet 5 of5
ConcreteTemperature: 67"F
Test Date: 10121100
Air Temperature:
Time Test Taken:
5B
7B
7B
7W
288
288
28W
cc: Rob LeVine-Antlers, Kevin c. Duncan- casson Building corp,; Dan Havekost- Havekost +
Assoc.
4630
rcoeolein Consulting erQneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 90229-2g45
AVON
(970)s49-600e
(s70) s49-9223 FAX (s7o)468_6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Prqect No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza I evel l\eck. SamFle Between Lines F-F.5i2-2.5 and Suspended Beam at I ines
F A/)-7
Age (Days)
12364 W. Alameda
LANtr.UV\,,IJI.J
ts03) 9s3-122S
(303) 989-0204 rAX
SilVERTHORNE
fir70) 468-69:3
Total Cubic Yards: 10
Supplier: B&B Ecx.
Slump: 4.0 inches
Ticket No: 3599
Air Content: 1.5%
VIix Design No: 5894-8
We: Urut Weight: UgAeeJ'
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in:rvater tank
Age (Days)Cyiinder Compressive Strength (psi)
ConcreteTemperature: 65'F
Test Date: I0l2Il00
Air Temperature: 35oi=
Time Test Taken: 7:30 am
3B
5B
7B
7B
7W
28B ''
288' row'
I I'(, Y
cc: Rob LeVine-Anders, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Har-.ekost +
Assoc.
3560
5060
62706680, )
6550
., ':. " : "i.: -,: ri
' :"'t: :;. ''t'-,
Sheet I of5
KoecOein Consulting Enfneers, lnc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, r)O 80228-2845
AVON
(970) 949-600e
(970) 949-9223 FAX (97:r) 468-6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Prqect No:00-060
ST]MMARY OF CONCRETE TEST RFSI]T TS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample at Beam Pocket. Lines E.2/4.5-5. 8.2-F.2/4.5. and F.2/4.5-5.1
KoeClein Consulting Entneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 90228-2g45
(303) e89-0204 FAX (970) 949-e223 FAX (970)468-693e FAX
LAKEWOOD
(303) 98e-1223
AVON
(970) 94e-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESUi,TS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Betrveen Lines D.8-E.2/3.4-.1
Total Cubic Yards: Q,
Supplier: B&B Exc.
Slump: 1.75 inches
ConcreteTemperature: 70oF
Test Date: l0l2l/00
Ticket No: 3606
Air Content: l.2o/o
Mix Design No;
Wet Unit Weight;
{rr-;.1_
8:26 am
5894-8
149.4 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
28B
28B
28W
cc: Rob LeVine-Anders, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 5
Assoc.
3540
5010
6450' 6520
62t0
Age (Days)
KoeClein Consulting entneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 115. Lakewood, CO 8022g-2g45
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUM]VIARY OF CONCRETE TEST RESUT,TS
Project: The Antlers at Vail
Location: Plaza Level Deck,_Sampie at F-Gi3.5-4
SILVERTHORNE
(e70) 468-6933
(e70) 468-6939 FAX
Project No: 00-060
AVON
(970)949-6009
Total Cubic Yards: l_06
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 63oF
Test Date: 10/21/00
Ticket No: 3612
Air Content: 1.1%
Mix Design No:
Wet Unit Weight:
4loFt
9:25 am
iRq4-R
i a9.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B- initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
288
28B28W r
cc: Rob LcVine-Antlcn, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havelost + Sheet 3 of 5
Assoc.
3570
5570
6820
6450
6510
Age (Days)
Koeelein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(303) 989-0204 FAX (e70) e4s-e223 FAX (970) 468_6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) e49-600s
SILVERTHORNE
(970) 468-6s33
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Prqect: The Antlers at Vail
Location: Plaza Level fteck. Sample at Beam Pocket Betrveen Lines Hi2-3
Total Cubic Yards: -156
Supplier: B&B Exc.
Slump: 5.5 inches
ConcreteTemperature: 66.F
Test Date: l0l2l/00
Ticket No: 3619
Air Content: 1.5%
Mix Design No:
Wet Unit Weight:
\ | I' l,+.
l0:21 am
5894-8
148.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W- Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
38 359058 48907B 610078 65907W 6650
28B
288
28W
cc: Rob LeVine-Antlers, Kevin C. p,r[.*- Casson Building Corp.; Dan Havekost- Havckost + Sheet 4 of 5
Assoc.
Age (Days)
KoeClein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Phrtry . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
AVON
(970)949-6009
SILVERTHORNE
(970) 468-6933
(303)e8s-0204 FAX (970)949-s223 FAX (e70) 468_6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Betrveen I ines F-F.5/2-2.5 and Sustended Ream at Lines
F Al?-?
Total Cubic Yards: 210
Supplier: B&B Exc.
Slurnp: 5.5 inches
ConcreteTemperature: 67"F
Test Date: 10121100
Ticket No: 3625
Air Content: 1.2%
lv{ix Design No: 5894-8
Wet Unit Weight: 150.0 pe:'
t'll-Ff
11:12 am
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
288
288
28W
3130
4630
s590
6010
6350
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 5 of 5
Assoc.
,'".n 1 l
roe$tein Consutting en$n"ers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 115. Lakewood, CO 80228-2845
AVON
(970) 94e-6009
(970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
Project No: 00-050
SUMIVIARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sampie at Beam Pocket. Lines E.2/4.5-5J.2-F.2/4.5jmd F.2/4.5-5.1
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: l_0
Suppiier: B&B Fcx.
Slump: 4.0 inches
ConcreteTemperature: 65oF
Test Date: 10121100
Ticket No: 35aq
Air Content: 1.5%
Mix Desigl No: 58q4-8
Wet Unit Weight: 14q.4 pcf
? {oF+Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B: Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3560
5060
6270
6680
6550
7320
712028W I 7ls0
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Bdilding Corp.; Dan Havekost- Havekost + Sh€et I of 5
Assoc,
Age (Days)
3B
5B
7B
7B
7W
288
28B
xoeclltein Consulting enfin=€r r, inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2945
AVON
(970) 949-6009
(970) 949-9223 FAX (970)468-6939FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza T evel Deck. Sample Befween Lines D.8-8.2/3.4-4
SILVEBTHORNE
(970) 468-6933
Project No: 00-060
12364 W. Alameda
LAKEWOOD
(303) 989-'t223
(303) 989-0204 FAX
Total Cubic Yards: 62
Supplier: B&B Exc.
Slump: 4.75 inches
ConcreteTemperature: 70oF
Test Date: l0l2l/00
Ticket No: 3606
Air Contenl 1.2%
Mix Design No:
Wet Unit Weight:
8:26 am
58q4-8
149.4 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)--s-
5B
7B
1B
7W
28B
288
28W
Cylinder Compressive Strength (psi)
3540
5010
6450
6520
62t0
7240
7390
7490
cc: Rob LeVine-Antlersr Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 5
Assoc.
roec*lein Consulting enfineers, Inc.
ConsultinE Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(303)989-0204 FAX (970) 949-9223 FAX (970)468-6s39 FAX
LAKEWOOD
(s03) e89-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location; Plaza Level Deck, Sample at F-G/3.5-4
Total Cubic Yards: 1-06
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 63oF
Test Date: 10121100
Ticket No: 3612
Air Content: 1.4%
Mix Design No:
Wet Unit Weight:
4l oF+
9:25 am
5894-8
149.8 pcf
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Cylinder Compressive Sfteneth (psi)
Air Temperature:
Time Test Taken:
3570
5570
6820
6450
6510
7520
77t0
7550
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
3B
5B
7B
7B
7W
288
288
28W
Sheet 3 off
.
Age @ays)
roecfiein Consulting enlfneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 94e-e223 FAX (970)468-6e39 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949.6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Levei Deck, Samole at Beam Pocket Between Lines H/2-3
Total Cubic Yards: $6
Supplier: B&B Exc.
Slump: 5.5 inches
ConcreteTemperature: 66oF
Test Date: 10121/00
Ticket No: 3619
Air Content: 1.5%
Mix Design No:
Wet Unit Weight:
snoF+
l0:21 am
5844-8
148.8 pci
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ ?8 days
Remarks; B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)----
5B
7B
7B
7W
288
28B
Cylinder Compressive Strength (psi)
3590
4890
6100
6590
6650
7r20
707028W J460
cc; Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.;ban Havekost- Havekost + Sheet 4 of 5
Assoc.
roec?tein Consulting enlfneers, Inc.
Consulting Geotech,:lcal Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
AVON
(970) e4e-6009
(970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-050
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Deck. Sample Between Lines F-F.5i2-2.5 and Suspended Beam at Lines
E.qt2-3
12364 W. Alameda
LAKEWOOD
(303)989-1223
(303) 989-0204 FAX
SILVERTHORNE
(e70) 468-6933
Total Cubic Yards: 2l-0
Supplier: B&B Exc.
Slump: 5.5 inches
ConcreteTemperature: 67oF
Test Date: l0l2ll00
3B
5B
7B
7B
7W
28B
. 28B! zew
Ticket No: 3625
Air Content: l.2o/o
Mix Design No: 5894-8
Wet Unit Weight: 150.0 pcf
K'OF+
I l:12 am
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @.28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3 130
4630
5590
6010
6350
6950
6750
7850
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 5 of 5
Assoc.
Age (Days)
roecfiein Consulting enlfneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303)e89-1223
AVON
(970) 94s.600s
SILVERTHORNE
(970) 468-6933
(303)989.0204 FAX (970) 949-9223 FAX (e70)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
ProjectNo: 00-050
TAILINGTEST
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Southwest Planter Walls
Total Cubic Yards: &
Supplier: B&B Exc.
Slump; 5.5 inches
ConcreteTemperature: 70oF
Test Date: 10/24/00
Ticket No: 3701
Air Content: 4.9%
NIix Design No:
Wet UnitWeight:
570F+
l:30 pm
30165201
146.6 pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Age (Days)Cylinder Compressive Shength (psi)
2820
3780
3880
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp,; Dan Havekost- Havekost * Sheet I of I
Assoc.
7
28
)9.
Koe{lein Gonsulting Enlineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite A!5. Lakewood, CO 80228.2845
(303) 98e-0204 FAX (970) 949-9223 FAX (e70)468-6939 FAX
LAKEWOOD
(303) 98s-1223
AVON
(970) 94e-6009
SILVERTHORNE
(970) 468-6933
Project No; 00-060
Jack Berga
JT Berga and Company
P. O. Box 6i78
Avon, CO 81620-6178
SUMIvIARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Southwest Planter Wails
Total Cubic Yards: I
Supplier: B&R Exc.
Slump: 5.5 inches
Ticket No:
Air Content:
370r
49%
Air Temperature:
Time Test Taken:
Mix DesignNo:
werunitweight:
570F+
lj3!-pn
30165201
146.6 pcf
ConcreteTemperature: 70oF
Test Date: 10124100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
IcC RoU LeVine-Antlers, Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 1 of I
Assoc.
KoeClein Consulting Enfneers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 115. Lakewood, CO 80229-2945
(303) 989-0204 FAX (970) 949-9223 FAX
SUMMARY OF CONCRETE TEST RESULTS
LAKEWOOD
(303) 989-1223
AVON
(e70) e4e-600e
SILVERTHORNE
(970)468-6933
(970) 468-6939 FAX
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Pour Strip at Line C
Total Cubic Yards: I_0
Supplier: B&B Exc.
Slump: 4.0 inches
Ticket No:
Air Content:
3't6l
1.4%
Air Temperature:
Time Test Taken:
Mi.x )esign No:
Wei Unit Weight:
1;30 pm
301 80250
1 S? ' ncf'
ConcreteTemperature: 6ooF
Test Date: 10/26/00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
4
28
28
Cylinder Compressive Strength (psi)
5020
cc: Rob LeVine-Antlers, Kevin C. Duucan- Casson Building Corp.; Dan Havekost- Havefst + Sheet I of 2
i',.,1''rI'.A-
Koe$lein Consulting Enjneers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite ttS. Lakewood, CO 80228-2845
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
12364 W. Alameda
LAKEWOOD
(303) 989.1223
(303) 989-0204 FAX (970) 949-9223 FAX (e70)468-6s3e FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVEBTHORNE
(e70) 468-6933
Project No: 00-060
AVON
(970) 949-6009
Project: The Antlers at Vail
Location; Plaza Wall. East of Line C
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No:
Air Content:
3763
4.7%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
540F+
2:35 pm
30165201
146.0 pcf
ConcreteTemperature: 68oF
Test Date: 10126100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
Cylinder Compressive Strength (psi)
2800
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 2
Assoc.
KOECHLE
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620.6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 7l
Date: 10126100
Sheet: I of I
vyearner Lonortrons and I emperature:Sunny,6ioF+
F;tift:li:l ff tJf :x3iJ:::ilTll.." *,,"*, *.* * "to project specifications.
Locations: l. Planter Wails & Walkway Walls
2. Pour Strip at Line C
3. Pour Strip North of Lines G.5i3 (over the meciranical room)
Verbal Communication:
Field engineer informed Paul, with Casson, of the inspection results.
Field Observer
Uoples l'o: Kob Levme-Antlers, Kevln C. Duncan-Casson Building Corporation, Dan Havckost-Havekost+Associares
I ouue Kane William H. Koechlein, P.E.ffi
Koeclpin Consulting EnqiSeers. Inc.
Gonsulti ng Geotechnical Engineers
Pkwy. Suite 115. Lakewood, CO 80228-2845
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) e4e-9223 FAX (970)468-6e3e FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVEFTHORNE
(970) 468-6933
Proiect No: 00-060
AVON
(s7o) 949-6oos
Project:
Location:
The Antlers at Vail
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 5.0 inches
2054
3.0%
Air Temperature:
Time Test Taken:
llix Design No:
Wet UnitWeight:
R4OF+
12:49 pm
Ticket No:
Air Content:
30165201
146.2 pcf
ConcreteTemperature: 68oF
Test Date: alll00
Design Strength: 4000 psi @.28 daYs
Remarks:
Age (Days)CylinderCo@
3520
4t70
4',120
cc: Rob LeVine-Antlers, Kevin C, Duncaj- Casson Building Corp.; Dan Havekost- Havekost * Sheet I of I
Assoc. !
28
28
KoeOlein Consulting Erf,ineers, tnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 'Lakewood, CO 80229-2845
LAKEWOOD
(303) 98e-1223
AVON
(970) 949.6009
SILVERTHORNE
(970)468-6933
(303) 989-0204 FAX (e70)949-9223 FAX (e7O) 468_693e FAX
Jack Berga
JT Berga and Company
P, O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Unit 122 Retaining Wall at T ines G.5-IV5, Sample at lst Lift. Top Half
Total Cubic Yards: I
Supplier: B&B Frc.
Slump: 5.0 inches
Ticket No: 2054
Air Content: 3.0%
Mix Design No: 30165201
Wet Unit Weight: 146.2 pcf
R4OF+
12:4q pm
ConcreteTemperature: 68"F
Test Date: 9/1/00
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3520
cc: Rob Levine-,flntlers, Kevin c, Duncan- casson Building corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
28
28
\{
i!
is
\
q)
CJo
v
F
(E
r'1
v).l-
U
\q)$
$r:
N
t\
ETE TT6'9 c o.tB
FS H;E E
; i€E: A;;gsc{
E: €E.ftII EXE H.s: ].i E.r';hgf9f
€lq;tc
E;E5Ej
F; HEEg
EiFs€;
Ei :::qT
&i f9E!e
ui ;EErEhr=E9*ilt E-8-3 1
It-,9E
".9E!
=Szt.E...tLF{-e' E
=t :l9F
n?
.: !!:-:El
E.gEb'6,
L3ai
:e ;2i 5
EFEEp:EEd;<:
=!EiE: EE-(r;:
=:_aE-!tvFn an
U)
(/
2
c)
!'lt-
>r
o
ll)
P
U
+
a
it
q)t
U
:lt
t
U
c)
e
U
t)
(J
ft
q)
P
U
l-r
6
-.:
!1 E
^eE
U
o\
+
oo ++oo
.EESc 0v \c -r"l
r-€c\
.i
a.l
a. '; *
-:e
o,00
..t
ocv
h
Es-:; E^.E.E E S: c ovcev
oq
oo
oq
oa
oq q.
ca
.q
cc
€
oo
oo
o<t
=>r; >..; 6.=L=UFaie:
ae
a.l
o9
cil
oc
c!
oc
at
oq
c!
aq
a.l
09
E €liE S,F
E
c\R +
U
z
ac
o144-
+.E
z
cc
O!z
-a
l-
z
c\
uv7s
€.=
a-
iig
ca.=Ni
(.)
il
z
N
al.7s
G
U:4>3
... .i
b
r'-
o}4
i- .ENJ
:z c..a\F-t-c\r-@ 9a
F.
Q
o0
rl
v.:43.jj
<vo<>r:-v
.\>
c<t
.9*
r) A
+l,*
;
:.
a
Q
V)
tr .=
=4..
E.Ez
I
F .U=-c =v'!r>c
e€., ivaz.=
at=
= ^c=z =JE
=t-e g5
ar--Eo.E:?
tr ZZ
oc
t-
,."6
::.ot/1 ;G
.\=
!='
rr>
2.4=
CG
;li!r-
=f
.32
5:
9:
t .>rAF
.z -t
9'L;E
4'o'E!
vE;
eIF
i.'ee
=; E
g: >c
.5E'i; t
s:-E
i- 4
= !.9
E.E E.=.E:
. gE
.Erq
e
xt
€oCA-
b0
cJ o 'Ei!-:.qr<Drl
(€{
a€ F!
oi Gl=a ,,, x
:iH #
dd-uz >,.!€=€';46
?s
?E
c, lC9tr
50-
kt .9rnE.i€:o)
=:qd
ovU!D
:=E tat
1.cvu
C t--cg-3Y
=1i_Y C\(J oc \c
-r-.?=v*tI xQ
3 r'i s*do F
=t- . a+\a<
a
P
iv
:3
\
rr'l
q.)
v
U)
r)
q)
oo
l:
*\)
*.
s@rt
{.)F
.'i@:tt
{,)F
(l)l
AE
36>E
o0tr
o.!cq)
=+!^:i'irl o
:t 0)
tl.: o
aP,96
t
I
L.9EE.9E-
=Fztsq)ttt 6
t-A
>r a)Etr
!el.)F
.g:
iM
l,KJ
E€r!lEbItap
Er.
2= Ei:d':I€il
": E:iiE,E
=;;=:-*,:-r
=di,vlrE trtr
I
rA
2
C,}
th
:lt
o-
O
=oI
(J
E
(J
Ir (!
o.:E;9=!,, :
^eE
U
oc c-
9-
=-\o.: El e\a--cc
\o
rBeo8e n a\;
c.l
J
E P-?; E-..E.E : S:0 0vc-v
oq i oa
ca
=>r; >, '; a
-=L=q)Ic!e
5
oc
..i a.l
ac
5 €qSE S.F
-l Jvt:
vl
v \cr
I
./
4.,
avB6
v.-
ij
r-
!:z7s
v.-
=
o}<B6
h.E
t,z (\.,l
oc €@
o0
'lJ
Lt
Q
6:??:
<t
>r..i!
a)7r!
a>.9*
f \ A
.1-l
l.:.
a)
L)
x
a
;
t
;
v)
.=,,z>c
28s?a
F.<
3E
C, --zz
U
z
q)
F
cc
91
i-a
c
E
'lJE K;J
:-: ^ t=
:- !?
c\ .g
l=
Fo
2.e,
Cc
=L-a..a
.925E'g r.Av)F
.9i
:)?3A
9'-az
ia
etEeEie;g
iE a
EsiE r.E
. EE'a7z
Ee b
3: -e
: 6.:
E s.s
Hr€
lit
;.sE
6.5 e
-
c
E
{oO\ al
cJ q,'5
= et c-l: E ,c4;@t_l
ai
ag st
!2i !, rq=
^ X o0 d, 'X
5i3Er!
axiz >.,g_€=€'1)6
9,a
. (')?zoco.)=
H.9
rt" E:-r.= c,E.979.a r't
:=
Sq.aE:_o
>, octrl-l?_|^ .^
=Y=Aurs
- Eic*-.o"lxO
c! hp-ii; F'i-lr:,
=,- . ?+;c-<
,i
p
:s
\
rr1
C)
€q)
v
tta
ra
.F
r)
a)\)
a:
{
!J
iE.9=
36Q.oE .?r:E6l!-.6o()
9E
!;"d#6Ea) --
; >;'..:;
3i==
'=q 'wr;iio9F
>t4
E 'x"- xb F;
.: >=
aa,
,?r (g c.);39
l- ii co
--i kEE 9t-E6.') (r ;:-
2 F.noj .= t)hE ?d E.J
al <-6
G
L,:E=.:tr-=szc
-4,83,aa
.ElE
'5 ?=.,F
6l ::.2e
:E
- tYl6 (-J
=..:.: J.YL;9
96J
.t-
:? :.i 5:;iEp4'E
',
::z!F'--A
"= b;;=EE.AEEi:-4--:
=:-o5a.!vE
ri7 T-1LJ IA I_J
a
a)
2
q)
0
*
t
O
ft
C)
Q
ll)
E
O
ot
U
0)
a
I
It
o
P
O U
ftl G cl
-.:tr :.'igE
3E
(J
+++
9-
.EESc 0v
.rl
c-
oo.I r\c{
F-
6l
@
.'E q-ac cc
\N
09
..t F,.
t\
ct
']
E t,!
==tr.E.E E S:ccv
a
o€
oq -oc
oc oq oc oq€
.
=>
= >" '; 6.=: = !F-:e
2.
oq
a\
oc
..i
oc(\oc
c.i
oc
c.l
€
6i
09
a$
=Ca
= 5=aE t,!
H
Y v?
F
o
z
I
z
ti
z
==
O
z
N
::Z=
z
C.l
fE=.-z=
U
(!
.=F
x-YZ=
\c (r
Z
ti=
o| o
i)
'r- c
= .-
oc !0
iz oo €t-0c a€oo or c
(!
U
a\
(J
.*?.v
<3d<
>9,
,'l)7(nc<-i..;-o6
ut>
I.:.
r+
^
F
U)
E
O
x
t/)
o\
nh
'.< trF€(/)
F3
95L'i
2-'=:.>;-
i.;29,
j.: i t/t a)
:--;-
qJ
.9, =
=t>e
a
i3SAE
-61 !6cr<
3E
=EE:iE;
'=c..::
==F=
R>CFc=->yd=E
--Ec.a
=-v:,-t-
Ebb
.9zz
!!:=
':'i a, G,644A(,FF
.2i
z'.
!4,
gr6.Er
-h,cE
E T.EE?E
E=;
5*E
. EE.a= 9
3:-:
:E:Epii 6.;
€ i.z
!p.9 E
+F8
56 4
a
c
3+
*oct\ .n
o q, 'El
E .E ,8I-rqDFl
tli
sg FEfl Ei
5iH f!
z >..!+=€.:a6
uut
Etr
?trcr lc9tr
ar-
!i' .9
==
=c)
=-?=riovi,J b!
:=
Eth
1-?;\,
>, ooE t--
?\c-A
(roo\o
f\-
- Er:*;.-., " -, A:'€ Y
ca iiH*do E
=t- . a-;-,a.<
6
KOECELEIN coNSI]LTING ENcINEEFS, nvC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
t
IReport#: 59
Date: 9/8/A0
Shee0 4of 4
Weather Conditions and Temperature:Cloudy,69oF+
Construction Activities/Observations :
Field engineer arrived on site as requested to inspect rebar placement at Lines N4-4.7 and at B.8/3-3.6.
Specifications indicate that #5's be placed 12" on-center. Inspection ofplacement conesponds with the
drawings. Some spacing was off by an inch or two, but given the general consistency of the placernen! this
area passed inspection.
Verbal Communication;
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost*. Aisociates
Chris Gosling William H. Koechlein, P.E.wField Observer
il:!
v
=s\
\
s
R
o0
hJ
*qJ
:r
tll
(.)
C)()
v
v)
C)
!r-
{oi e/ I 9.9i : sl €Et E '.= i s!i i FiE.:Pi z giEHE
'. i4 F\ (O E oi -> ilelHi : ,Eit;Ei g F{E>Pi € EirEsi ; Ais*ii : i.e;Fi F t:'rE{ .= = ;= 4 oi E; l;:€.ir E i l; ! $
iE 9I iEgEiEsE dipsE
iAEl" E Fi+r€igE!i!llg:
3EE! g if
U,iE
iFFE.EFi!.E.=E:- - ca v - .x' E: 9;X! trnii s E Fi--.,,----"----,-"-.-"1------,-,,-,---,---,--
ti ,- --ig r:;i tai 9 =;v1E
::;g
.z -i ,
i- *a.. E!
'3 a c;-->
iz 'r !.e-9 a I =:::;g:;: i !
i&ezIi:;.E P !'6E >E:i::=
:: .- = 9
iE E s ii*:=€;z a a E:i=+ I
,E= E i
;:EeE:i a s :i.iE!9
,-= ?.2
iE.r€ j
::? 9;;_- F A;
:e.vzi:fEgI
'-
!-
.9. =
=vj>a
2a!
u.Ei€
!,-
?=
-:i==zz
'!
t:.
o .,:/
i-
a!
'=4
trEr-
7e
zE
=A--G(il-l U
t- t-
zz
F-
F.
at)
:lt
e
(J
It
P
U
XP
a
r.Ic:t;
^98(J
€o\
+
EESc cv
n F-
lEQ*a5 €
,.i s
-i$
ts
-1
Es,-
.=.EES
=ocv
=>r; >.'= c
.=L:()Srie 6 m od
=5 €eib r,p
l&'
il).9 q)
'-J
;z
a-
o\q
o0
1, {) '51
=q)al: € ,a,i;1 ra ri
E,
Gl (,)
e €lbs €h;:E*e ^Il€ Ho;{; vt -,tz jl:=i,friF!, 5 rrr F{ \ !,-
z >, ,!€€E':=A
2v,
?t(,bt
rl-
.-\ U
rrC:=.=u
=6)ZE
ev
Jb0
'i=
==Eh
:,Q'Z ')
= t--
Ya{OP.c
-avibl xO
a! b*;
'-, a^ A !.i-\J:J
++r.<
';
Koechfin Consulting engtffers' Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy ' Suite tl5' Lakewood' CO 80228'2845
LAKEWOOD
(303) 989-1223
(303) s89-0204 FAX
AVON
(970) 949-6ooe
(970) 949-9223 FAX
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMiV{ARY OF CONCR.ETE TEST RESULTS
Project: The Antiers at Vail
Location: Upper Parking I evel .A,pron Footin&Sample at Lines J.5;4. 1't Lift
Total Cubic Yards: 8
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No:
Air Content:
r? S3
5.4%
Mix Design No:
WetUnitWeight:
TgcF+
)'l) ntn
?n165?nl
147 q tcf
ConcreteTemperature: 7.1'F
Test Date: 9/13100
Design Strength: 4500 psi @ 28 days
Remarks;
Cylinder Compressive Strength (psi)
4015
5430
5350
tcbi"ito{ LeVine-.+nilen, Kevin C. ouncan-tciid6n buildinf Corp.; Dan Havekost- Havekost t c:Eheet 1 of I ' :
Assoc, "
/ -l
Air Temp erature:
Time Test Taken:
Age (Days)
28
28
:4,
KOECHLEIN CONSULTING ENGINEERS. INC.
Report of Construction Activities
To: Jack Berga
i n nerga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 6l
Date: 9113/00
Sheet: 1of I
Weather Conditions and Temperature: Sunny, 56o- 70oF+
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the upper parking level apron
footings and the plaza level girders over the banquet area. The upper parking level footings on Lines J/3 and
J.5/4 required 20 #6 x 8'6" each way on the bottom. 2 #5 cont. with 12" o.c. on Lines G.7-J13, G.'7-J.5/4, and
J.514-5, The plaza level girders were missing the 5 #11 top in addition to 7 #8 F.L. on top on Line D-E.213.
Inspection results indicate that the upper parking level apron footings have met project specifications. The
plaza level girder area has failed project specifications and will need to be reinspected prior to concrete
placement.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates
Don Sneed William H. Koechlein. P.E.
Field Observer Reviewed By
Consulting Geotechnical Engineers
12364 W Alameda Pkwy. Suite 135 . Lakewood, CO 80228.2845
LAKEWOOD
(303) 98e-1223
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Parking I evel Atron F'ooting. Samlle at Lines J.5/4. l st T ift
(303) s89.0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
i,i't:,.,i -,
ror?nlein Consulting
---: rdi:-'' "--. ' ii '
-o. rEngtneers, Inc.
AVON
(970) 949-6009
SILVERTHORNE
(970)468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No: 2353
Air Content: 5.4%
Mix Design No:
Wet Unit Weight:
? qoF+
1.41 nrn
30165201
147.8 pcf
ConcreteTemperature: 74oF
Test Date: 9ll3l00
Design Strength: 4500 psi @ 28 days
Remarks:
Age (Da-vs)
7
28
28
Cylinder Compressive Strength (psi)
Air Temperature:
Time Test Taken:
4015
cc: Rob Le\/ine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 1 of I
Assoc.
ro"?nlein consutting erllineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Sulte 1 35 . Lakewood , CO 80228-2845
lnrewoool
(303) e89-1223
(303) 989-0204 FAX
AVON
(970) 949-600s
(970) 949-9223 FAX
SILVERTHORNE
(e70) 468-6933
(970) 468-6939 FAX
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza T.evel Girders. Sample at Lines B-C/6. Fottom Half
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 8.0 inches
ConcreteTemperature: 68oF
Test Date: 9ll4l00
Air Temperature:
Time Test Taken:
Mix DesignNo:
Wet Unit Weight:
| | - l''1-
8:15 am
Ticket No:
Air Content:
)715
2.3%
5749
Unkno*n
Design Strength: 6000 psi @ 28 days
Remarks: B= Initiai 24 hour cure in open box. W= Initial 24 hour cure in water tank
Age (Days)
58 8910
7B
7\\;
28B
288
28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
Cylinder Compressive Strength (psi)
8910
Sheet 1 of4
Koec[in Consulting EngCeers' Inc'
Consulting Geotechnical Engineers
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Pkwy . Suite tt 5' Lakewood' CO 80228'2845
SILVERTHOHNE
(970) 468-6933
(970) 468-6939 FAX
Project No: 00-060
AVON
(970) s4e-600e
(970) 949-e223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders, Sample at Lines B-C/6. Bottom Half
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 8.0 inches
ConcreteTemperature: 68oF
Test Date: 9114100
Ticket No: 2379
Air Content: 2.3%
NIix Design No:
Wet UnitWeight:
5'799
Unknown
Air Tanperature: 7loF*
TimeTestTaken: 8:15 am
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cwe in water tank
Cylinder Compressive Strength (psi)
8910
9820
28W 11630288 1089028B 10950
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of4
Assoc.
Age (Days)
Koechfin Consulting Eng tl""tt' lnc,'
Consu-lting Geotechnical Engineers
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Pkwy . Suite 115' Lakewood, CO 80228-2845
SILVERTHORNE
(e7o)468-6933
(970) 468-6939 FAX
Project No: 00-060
AVON
(970) 949-6009
(970) 94e-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Girders. Sample at Lines B-C/6, Top Half
Total Cubic Yards: 13
Supplier: B&B Fxc.
Slump: 5.75 inches
ConcreteTemperature: 69oF
Test Date: 9ll4l00
Ticket No: 2-?83
Air Content: 1.4%
Mix DesigrNo:
Wet Unit Weight:
O.? ? qtn
s894-9
14q.0 pcf
Air Tenp erature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B-- Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Cylinder Compressive Stength (psi)Age (Days)
5B
7W
28W
288
288
5490
7095
8180
7150
7090
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Qorp.; Dan Havekost- Havekost + Sheet 2 of 4
Assoc. - | '
Koechljn Consulting EnSi5ters, Inc'
Consulting Geotechnical Engineers
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Pkwy . Suite 115' Lakewood, CO 80228-2845
SILVERTHOBNE
(970) 468-6933
(e7o) 468-6e39 FAX
Project No: 00-060
AVON
(970) e49-6ooe
(970) e49-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMNIARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders. Samole at Lines A/5-6
Total Cubic Yards: l2A
Supplier: B&B Exc.
Slump: 6.5 inches
Concrete Temperature: 7 4cF
Test Date: 9/14100
Age (Days)
--7W
28W
288
288
Ticket No: 2412
Air Content: 1.5%
Mix Design No:
Wet Unit Weight:
Rl OF+
1:28 pm
58q4-9
| 48.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
5940
7060
8890
7410
7520
cc: Rob l4Vine-Antlen, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc,
Sheet 3 of4
Koec$in Consulting Eng11""t"' Inc'
Consulting Geotechnical Engineers
12364W. Alameda
LAKEWOOD
(303) e89-1223
(303) e89-0204 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza I evel Girders. Sample at Lines C.7/2-3 and C.7-Di2
Pkwy . Suite 115' Lakewood, CO 80228-2845
SILVEBTHOFNE
(970) 468-6933
(970) 468-6939 FAX
Project No: 00-060
AVON
(970) 949-6009
(970) 949-9223 FAX
Total Cubic Yards: 84
Supplier: B&B Exc.
Slump: 6.5 inches
ConcreteTemperature: 78oF
Test Date: 9/14100
5B
7W
28W
288
28B
Ticket No: 2418
Air Content: 1.2%
Mix Design No:
Wet Unit Weight:
5894-9
14q.4 pcf
Air Temperature: 83oFi
Time Test Taken: 2:24 gm
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in rvater tank
Age (Days)Cylinder Compressive Strength (psi)
6300
6790
9r80
7230
7690
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 4 of 4
Assoc.
xoetlein consutting eflin"ers, Inc.
Consulting Geotechnical Engineers
Pkwy . Sulte 135 . Lakewood, CO 80228-2845
Srr-vEntxonrue
(e70)468-6933
Project No: 00-060
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 98e.0204 FAX
AVON
(970) 949-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The -A.ntlers at Vail
Location: Plaza Girders. Sample at Lines B-C/6, Top Half
Total Cubic Yards: 13
Supplier: B&B Exc.
Slump: 5.75 inches
ConcreteTemperature: 69oF
Test Date: 9114100
5B
IE
7W
288
288
28W
Ticket No: 2383
Air Content: 1.4%
Mix DesignNo:
Wet UnitWeight:
?loF+
5894-9
149.0 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in ooen box. W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
5490
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 4
Assoc.
Age (Da1's)
Ko
o
ech lein Consulting Engineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228.2845
LAKEWOOD AVON SILVERTHORNE
(303) e8e-1223 (e70) e49-6009 (970)468-6933
(303) 989-0204 FAX (970)949-9223 FAX (s70)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders. Sample at Lines A"i5-6
Proiect No: 00-060
Total Cubic Yards: f20
Suppiier: B&B Exc.
Slump: 6.5 inches
ConcreteTemperarure: 74"F
Test Date: 9/14/00
Age (Days)
5B
tb
7W
288
288
28W
Ticket No: 2412
Air Content: 1.5o/o
Mix Design No: 5894-9
Wet Unit Weight: 148.8 pcf
R?OF+
I .1R nrn
Air Ternperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= initial 24 hour cure in ooen box. W- Initial24 hour cure in water tank
Cylinder Compressive Strength (psi)
5940
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost - Sheet 3 of 4
Assoc.
ro"lrrein Consulting enlin"ers, Inc.
Consulting Geotechnical Engineers
12964 W. Alameda Pkwy. Suite 135. Lakewood; CO 80228-2845
i! LAKEWOOD
(303) 98s-1223
(303) 989-0204 FAX (970) 94e-e223 FAX (970) 468-6939 FAX
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P, O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders. Sample at Lines C.7/2-3 and C.7-Dl2
Total Cubic Yards: 84
Supplier: B&B Exc.
Slump; 6.5 inches
ConcreteTemperature: 78oF
Test Date: 9/14100
Age (Days)
5B
IE
7W
288
288
28W
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Ticket No: 2418
Air Content: 1.2%
Mix DesignNo:
Wet Unit Weight:
R? OF+
2:29 pm
5894-q
14o.4 pcf
Air Temperarure:
Time Test Taken:
Desigr Strength: 6000 psi @ 28 dai's
Remarks: B= Initial 24 hour cure in open box. W- Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
6300
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekosl- Havekost + Sheet 4 of 4
Assoc.
CoNSULTING ENGTNEERS, rNC.
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Report of Construction Activities
Job No. 00-060
I
R6port #: 62
Date: 9ll4l00
Sheet: I of I
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, T0oFt
Copies To I Rob Le\:ine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates
Field Observer
William H. Koechlein. P.E.
Construction Activities/Observations :
Field engineer arrived on site as requested to conduct rebar reinspections for the plaza level girders over the
banquet area on Lines D-8.2/3. The missing 5 #11 rebar at the top were placed below the top 7 #8 rebar.
Inspection results indicate that the plaza level girders have met project specifications.
Yerbal Communication:
xoelhein Consutting rn?
Consulting Geotech nical
ineers, Inc.
Engineers
12364 W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
LAKEWOOD
(303) e89-1223
AVON
(e70) e4e-6009
(303) 98e-0204 FAX (e7o) s49-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders, Sample at Lines B-C/6, Bottom Half
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 8.0 inches
ConcreteTemperature: 68oF
Test Date: oll4l00
5B
7W
288
288
28W
Ticket No: 237q
Air Content: 23%
SILVERTHORNE
(e70) 468-6933
(e70) 468-6939 FAX
ProjectNo: 00-060
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
7l oF+
R'l i nm
57qq
Unknown
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box. W= Initial 24 hour cure in warer tanli
Age (Days)Cylinder Compressive Strength (psi)
891 0
9820
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekosr + Sheet I of 4
Assoc.
Consulting Geotechnical Engineers
Pktry. Suite 135 . Lakewood, CO 80228-2845
AVON
(e70) 949-6009
(e70) s49-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Piaza Girders. Sample ar Lines B-C/6. Top Half
12364 W. Alameda
LAKEWOOD
(303) s89-1223
(303) 98e-0204 FAX
SILVERTHORNE
(e70)468-6e33
ProjectNo: 00-060
Total Cubic Yards: 13
Supplier: B&B Exc.
Slump: 5.75 inches
ConcreteTemperature: 69oF
Test Date: ol14/00
Age (Days)--s--
7\r
288
288
28W
Ticket No: ?33j
Air Content: 1.4%
Mix Design No:
Wet UnitWeight:
7l oF+
Q'? 1 arn
5894-q
149.0 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W: Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
5490
'7094
cc: Rob LeVine-Antiers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 4
Assoc.
ro"tlein Consulting efiin"ers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
LAKEW..D AroN
'TLVERTH.RNE(303) s8s-1223 (s70) e49-6009 (970) 468-6933
(303) 989-0204 FAX (e70) e49-s223 FAX (s7O) 468-693e FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders, Sample at Lines 415-6
Project No: 00-060
Total Cubic Yards: J29
Supplier: B&B Exc.
Slump: 6.5 inches
Ticket No:
Air Content:
Mix DesignNo:
Wet Unit Weight:
s894-9
148.8 pcf
aAla13J-&
1.5%
ConcreteTemperature: 74"F
Test Date: 9114100
Design Strength: 6000 psi @ 28 days
Air Temperature: 83oF:
Time Test Taken: 1:28 pm
Remarks: B-- Initial 24 hour cure in open box, W= Initral 24 hour cure in water tank
Age (Days)Cr'linder Compressive Strength (psi)
5B
7Ut
288
288
28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.: Dan Havekost- Havekost + Sheet 3 of 4
Assoc.
5940
7060
xoeilrein Consulting efiin"ers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80229-2845
AVON
(970) 949-6009
(e70) e4e-9223 FAX (s70) 468-693s FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location; Plaza T evel Girders. Samnle at Lines C.7/2-3 and C.7-I'r/2
I
12364 W. Alameda
LAKEWOOD
(303) s89-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
ProjectNo: 00-060
Total Cubic Yards: 84
Supplier: B&B Exc.
Slump: 6.5 inches
ConcreteTemperature: 78oF
Test Date: ol14l00
Ticket No: 2418
Air Content: 1.2%
Mix Design No: 58q4-9
Wet Unit Weight: 149.4pcf
Air Temperature: 83'Ft
Time Tesi Taken: 2:29 pm
Design Strength: 6000 psi @ 28 days
Remarks: B= lnitial 24 hour cure in open box, w- Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
5B
7W
288
28B
28W
cci Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 4 of 4
Assoc.
6300
6790
KOECHLE'CONSULTING EI{GINEM, INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Job No. 00-060 Date: 9/21/00
Report #: 63
Revised: 10/l l/00
Sheet: I of I
Proiect: The Antlers at Vail
Verbal Communication:
Paul, with Casson, was informed of the discrepancies, A copy of the report was left in the office #302.
Coples To: Rob LeVine-Antlers, Kevin C. Duncan-Casson B
Wi[iam H. Koechlein, P.E.
Weather Conditions and Temperature:Cloudy rvith Rain, 54oF+
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the upper level parking apron
foundation walls. The walls required #5 @ 12" o.c. each rvay with 2 #5 @ top on Lines G.3-L3/4 and J.5/4-5.
2 #5 cont. @ top with #5 @ 12* each way on Lines G.3-J.3/3. 2 #5 top and boiioiri ri'ith #5 @ 12" vertical and
#5 @28" horizontal on Lines J/3-5. The 2 #5 cont. @ bottom were missing in the wall on Line J/3-5.
Inspection results indicate that at Line Ji3-5 the wall has failed to meet project specifications, The remaining
walls meet project specifications.
KOECHLUNCON
Repofi of Construction Activities
To: Jack Berga
if nerga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report#: 63
Date: 9/21/00
Sheet: I of I
Weather Conditions and Temperature: Cloudy wi6nain, S+.ft
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the upper level parking apron
foundationwalls. Thewallsrequired#5@12- o.c. eachwaywith 2#5@toponLines G.3-J.3l4andJ.5/4-5.
2 #5 cont. @ top and bottom with #5 @ 72" eacn way on Lines G.3-J.3 /3. 2 #5 top and bottom with #5 @ 12"
vertical and #5 @ 28" horizontal on Lines J/3-5. The 2 #5 cont. @ bottom were missing in the walls on Lines
J/3-5 and G'3-J/3. Inspection results indicate that these two walls have failed to meet project specifications,
Verbal Communication:
Paul, with Casson, was informed of the discrepancies. A copy of the report was left in the office #302.
Copies To: Rob LeVine-Antlers,Building Corporation, Dan Havekost-Havekost*Associates
Don Sneed
Field Observer
\\rilliam H. Koechlein, P.E.
Reviewed By
KoeOlein Consulting enlneers, tnc.
Consulting Geotechnical Engineers
Pkwy. Suite 1L5. Lakewood, CO g0229-2945
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949-9223 FAX (e7c) 468-6s3e FAX
Project No: 00-060
SUMMARY OF CONCRETE TESTRESUI.TS
AVQN
(970) 949-600s
SI:VERTHORNE
(;170) 4rj8-6933
Project: The Antlers at Vail
Location: Upfer Parkin&Level A$on Foundation Walls. Sample at T ines J.514-5 and J-J.5i4
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 5.25 inches
Ticket No:
Air Content:
2601
35%
Air Temperature:
Time Test Taken:
Mix Design No: 5794-FA
Wet Unit Weight: 145.2 pcf
6RoF-r-
1l:58 am
ConcreteTemperature: 63oF
Test Date: q/22100
Design Strength: 4500 psi r@ 28 days
Remarks:
Age (Days)
3590
5040
4490
' '. :.- ::
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Ha.,ekost +
Cylinder Compressive Strength (psi)
28
28
S'tieet I of I
Assoc,
'i.':i
KOECHLE CONSULTING ENGINE ,INC.
Report of Construction Activities
Job No. 00-060
Report #: 64
Date: 9/22/00
Revised: l0/11/00
Sheefi l of I
Project:
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
The Antlers at Vail
Verbal Communication:
Weather Conditions and Temperature:Cloudy, 65oF*
Construction Acrivities/O bservations :
Field engineer arrived on site as scheduled to conduct a rebar inspection for the upper parking level apron
foundation wall. Field engineer inspected the wall to confirm that the 2 #5 cont. rvere intact on the bottom.
Inspection results indicate that the rebar has met project specifications on Lines Ji3-5.
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson
ii Field Observer
William H. Koechlein. P.E.
KoE c HLEII( c o NsuL, rtt'l c@
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
IReport#: 64
Date: 9/22/00
Sheet: I of I
Weather Conditions and Temperature:Cloudy, 65oF+
Construction Activities/Observitions.
Field engineer arrived on site as scheduled to conduct a rebar iaspection for the upper parking level apron
foundation walls. Field engineer inspected the walls to confirm that the 2 #5 cont. were intact on the bottom.
Inspection results indicate that the rebar has met project specifications on Lines J/3-5, but not Lines G.3-Jl3 and
J.5/4-5 as renorted on9/21100.
Verbal Communication:
Copies To: Rob Le\/ine-Antlers, Kevin C. D
Don Sneed $tilliam H. Koechlein, P.E.
Reviewed ByField Observer
Koecl[ein Consulti^: E^Sters !nc.
ConsUlting Geotechnical Engineers
12364 W. Alameda Pkwy o Suite 115' Lakewood' CO 80228'2845
LAKEWOOD AVON SIL\/ERTHORNE
(303) 989-1223 (970) 94e-600s (970) 468-6e33
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-61i8
Proiect No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Prqect:
Location:
The Antlers at Vail
Total Cubic Yards: E
Supplier: B&B Exc.
Slump: 5.25 inches
Ticket No:
Air Content:
2601
35%
llix Design No:
Wet Unit Weight:
6RoF-r
11:58 am
{7q4-F'A
145.2 pcf
ConcreteTemperature: 63oF
Test Date: 9122100
Design Strength: 4500 psi @ 28 daYs
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)CylinderCo@
3590
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost' Havekost + Sheet I of I
Assoc.
28
28
@ULTrNcrNcrNnrI,INc.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Projecl The Antlers at Vail
Job No. 00-060
Report #: 65
Date: 9127100
Sheeil | of 2
Weather Conditions and Temperature:Sunny,68oFt
Construction Activities/Observations :
Field engineer arrived on site as requested to conduct a rebar inspection for the corbel addition and the plaza
level girders. The corbel that was added to the column on Line C.5/5 is on an addition to the structural
specifications. Field engineer also inspected the girders on Gridlines G-G.3/3, Gl3-4, G-G.514, G.3/4-5, and
G.3-G.5i5. There was additional rebar required at the intersection of Lines Gi3. Inspection results indicate that
the rebar placement has met project specifications.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-HavekostfAssoclates
Don Sneed
Field Observer
William H. Koechlein, P.E.
Reviewed Bv I
.'i
\
;e
=.
q)
bo
i
;r
ltl
o
I{)
a
I
E
i
!:
> :'lzi?-c
O9
u=
:=i.:
XD
L
z
ei).: r..:-3
.!.ii
.=l-
.:'t F. :iY.2i
a;=
2=t
!?=
.9 .9 I
K'l T-Lal u
g-€3
t=
et2'i
aa
-9
)->'J
=-
^-
ci 8.9,t==
c!=r:
a
t
U
9-
()
-
(f
€
9.:
:'! e?:')=
U
t'-
P-
.EE;i €
co
@
?'z t
C.t
-
FJ
tr i:2=d^.E.EES
=ocvce-
o9
oo
oq
@ e
:>.
E >r '-_ r-t: ! ,-e
€
c.l
oq
c.l
@
ai
aa C^
; L: {,do;,y
lrl
+l 'rl
.'l
c-
J
\o
J
*
Fl
I
EE
\o F-o\
O
50
Q
()
O
qv
^94a36.sl
=o<8
15<g+
>R\lz
=l!e,l
o6r-. l4roah>rD Cl
90
.2i
l-E
'a9.b
grE
=;
991n:3,;
s g.EEzZ.^1 : .9
E i!
E= it
.EBii
:€E.l= g
S-s I
8E.t
-o'.I'TF
EEE
5Et
-F !9 .c:a 2.2
H:{
ESE; s.E
.EEE
3€ g
i:
3
2
I
3J
E"i
=t^> ''J
9.:l
E.=
(tl'
a
c-q
=
;Y
(,n p
H€>o
SPAE{i
!,-
i9EEz>
,2'.:.=
=)c'is=
;'i.=
F1.EH=+.E-Ai
-II\J9,-,-
Fbb
v,Etau=.9ZZ
Gt:=€ii,- q, {l
tuhe(,)FF
+i
co
F
v)
O
a
|9
3..r =i= !x^: t
'J 251 E!!.ag
it :O
qJr
= fl{ s I
CJI Y GI=a- -r, x
= .l =l ^t- ^r- 'Jiz:i *t=
=:I)<>
irEz >. ,g5=€-
=EA
?s,
ai)2.='J tO2a
:!-
rn Ei
==.= (.):g-o-t Q)
= ri
u30
':'i ;;=+2:-a
^: r,,
qFcl r-.
6XOK9
E-;,. E\o-&l xO.J oo : !,/
CQ 6*;rro I*Lp.<
6t-
foeerlein Gonsulting EQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 115. Lakewood, CO 90229-2g45
LAKEWOOD
(303) s8e-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
(970)468-693s FAX(303)989-0204 FAX (970) 949_9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Plaza Level Girders. Sample at Lines G.3-G.5i5- G.3/4-5. and G-G.3/4
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.0 inches
Ticket No: 2735
Air Content: 1.6%
Mix Design No:
Wet Unit Weight:
16"Ft
5894-9
149.0 pcf
ConcreteTemperature: 66oF
Test Date: a/28100
Design Strength: 6000 osi @ 28 days
Remarks:
Age (Days)
Air Temperature:
Time Test Taken:
28
28
Cylinder Compressive Strength (psi)
4850
7010
7280
Icc: Rob Lcvine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost ! Sheet I of I
Assoc,
rOEcttlEIlcoNsuLTING ENGINEnIF, INc.
Reoort of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report#: 66
Date: 9/28/00
Sheet: l of I
Weather Conditions and Temperature:Sunny, T6oFt
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct a rebar inspection for the plaza level girder on Line D.3-
E.6/2. The girder required 3 #l I F.L. on top and 4 #9 F.L. on the bottoiri, #4 ties @ 12"o.c. between Lines D.6
&8,#4 ties @ 6" o.c. benveen Lines E & E.3, and #4 ties @24" o.c. between Lines E.3 & E.6. Inspection
results indicate that the rebar has met project specifications.
Verbal Communication:
.Duncan-CassonBuildingCorporation,Dan[Iavekost.Havekost+Associates
Don Sneed William H. Koechlein, P.E.
Reviewed ByField Observer
xoec?rein consulting rn!|neers' lnc'
Consulting Geotechnical Engineers
Pkwy ' Suite 115' Lakewood' CO 80228'2845
AVON
(970) 949-6009
(970) 949-9223 FAX
SIT.VEBTHORNE
(970) 468-6933
(970) 468-6939 FAX
Project No: 00-060
12364W. Alameda
LAKEWOOD
(303) 989-1223
(sos) geg'ozo+ rRx
Jack Berga
JT Berga and ComPanY
P. O. Box 6178
Avon. CO 81620-6178
SI-:M.\..I ARY OF C ONCRETE TE SILEI--U LTS
ProJect:
Location:
Total Cubic Yards: &
SupPlier: B&R Exc'Ticket No:
Air Content:
)175
1,6%
Air TemPerature:
Time Test Taken:
Mix DesignNo:
Wet Unit Weight:
76'Ft
l'.22Pm
58q4-9
149.0 Pcf
Slump: 4.0 inches
ConcreteTemPerature: 66oF
Test Date: 9128100
Design Strength: 6000 Psi @ ?8 daYs
Remarks:
Aee (DaYs)
,in C. prnc--fasson Building Corp'; Dan Havekost- Havekost + Sheet I of I
28
28
The Antlers at Vaii
Cylinder CogP*ot"n" Stttngth (pd)
KoeOlein Consulting erQineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2845
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
12364W. Alameda
I-AKEWOOD
(303) 98e-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
SUMMARY OF CONCRETE TEST RESULTS
AVON
(970) 949-6009
SILVERTHOBNE
(e70) 468-6e33
Proiect No: 00-060
Project: The Antlers at Vail
Location: West Retaining Wall
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.0 inches
1152
5.0%
Ticket No:
Air Content:
Mix DesignNo:
WetUnitWeight:
74"Ft
1:30 pm
30165201
143.3 pcf
Air Temperature:
Time TestTaken:
ConcreteTemperature: 68oF
Test Date: 8/l/00
Design Strength: 4000 Psi @ 28 da:rs
Remarks:
Age (Days)
7
28
28
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building CorP.; Dan Havekost- Havekost + Sheet t $ t
Assoc.
3020
r..?
;e
::
{
o
a
lat_'-l: il=al=.1lzif-'2lrals5tiAI'l-i 2l=.=li,l-l.s E
a l4rl J
-l,ii I,=Ll,Ei I
€ ':t+ |.gEE Iri'Jq-l'g E g 3l?-:i:;l:liaglE-;<;1:::lil- -:/a::l;iF:,':.?lEtr ADI
l(-| !o
ro=I F;| =,t- cvt= I -l!q=t==;l'J '-la? =ls ! F
t? = =lt5 g
tr- i,.=l= I x
l9-:t; ? 1
.: J
"€=j 'r .3.FET
5E F
:! = ,9:.i ?;
-jg X.24i':l.F6
!l 3 o':?:-3'a'z ?" n'a- tr=il i5 n*:'5 s
dsE€
'J)
a
O
+
..)
c
O
r.l
'J=!:
--j
Q
5 cc
.EESa ov
\
ilE?
-:v-
t--
.\l
(\l
(\t
-==E^.i.E E s
=9Cvczt'
cc
ao
€
.d
ao
oo
:>r
= >.-.: e
:a.i-e
oo
c.i
0c
(\T
oq
e.l
E OaErEEto;.9
a \
GI
r:.
a)
r.-
FJ
(\
,.1
Ee \o
litx
IEtx
(.)
ri
{)Y
F
o
q
Fot)
O
qc-
q)
U)
O
cn
!! -'Z 'ro
:t.o':
.. oQO
=aJ
a-
,?
EE>o:
UHAEi:E;i:E€
E2
z
t9
F
x
l.
2
z
qt
€)
F
l.c
le
t>l-lu)
I<
t;t
U)
oo
z{
U
rl
o
I:EE
IE;E
t3 E;le{ I
l5:E
lE si
IE E E
lH e-g-': -*;t.'E c
g:E
EIE U€ts
:its
E;EB
;.E e g
€Te;;'iE!c+!r
; E€3:- o
'E{E E
EE!I
E E.E 9
d9 ..!
Hi€{
FgF:EF{S
<c
9 u'5
=e?l-{ € .-Jtru)-:
ill!c>
_.:t =J):l -c xgi€ i:x .,: = i: ./ vii:l;oJ=3 -=l t'=-ic r- q.l (4F2
ic4-uz >,.!IE€'4 a'i
')s
?E
iJ o!'), c
30-
31 .g
^ai=..- rJ
=€JE:4A- r!ovug0
;=
=0?-o;v
qFGtr3eFoirQ:=6$Iio,J
'O;
\Jc! b* lrrog-;\a<
eiF
Xoefilein Consulting enlneers, Inc,
Consulting Geotechnical Engineers
12364 W. Afameda Pkwy. Suite 13S. Lakewood,CO AO22g-Zg4S
LAKEWOOD
(303) e8e-1223
(303) s8e-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
SUMMARY OF CCN'Ci<fi E..iES'i RE-:''U L I'S
SILVERTHORNE
(970) 468-6933
Project No: 00-050
AVON
(970) 949.6009
Project: The Antlers at Vail
Location: West Retaining Wall
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.0 inches
tr52
5.0o/o
Ticket No:
Air Content:
Mix Desigl No:
Wet Unit Weight:
74aF+
l:30 pm
30165201
143.3 pcf
Air Temperature:
Time Test Taken:
ConcreteTemperature: 68oF
Test Date: 8/1100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
,,
28
28
Cylinder Compressive Strength (psi)
3020
3900
4020
cc: Rob LeVine-Antlers, Kevil C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
v
::
':+i
q)
.J
q)
8,4
3>
-J
9:
i]L
.- 4.,
r :i:
=aJ=o .:
;i
3e
at=
.JO
?dl<:
t.ri ':r
5c.
.9:o3
Q? ??
=; i
= -:? 1)3:=
lalx
t-
=I
:I
t!:,t
3a
c
!!=3
=5r!rz?r<)l'.''
i^
-32?:=i)-
i!I.: :r
=-IMl
t ta.)
2
: .,1,=-r-!':'i >
:.,ea:
F:i:2; E
=EEEei'z i;x<r1-r!::E: !;-a='_
=:_o =D An
CA
3,'
2
e,3
v)
at
t
(-)
2
=U
r.:
9:v:
^c' E
co
.EESc ov
\f,
i'E I
t:{-
n
E!;
.:.E E S: a cvc-v
cc
oo
n€
E",
= >..; c:ai.3
oo
c.i
oq
C\
=E 3^= =::f 5 s.g c.l C.l
,l
cl
v
9
c:
c!v
5
-oAi,z F.€
ti
ti
IF
ldtl0
lo
I
o
ri
.0tX
?,
t)
o
F0qJ
r\
-l'l
o.'
F-
o
.A
EF
Iii
c)
EE>o
E!isAE
-6t !9.<
vo
d{t-o
=riE!a2;
I
ol
I
J
F
C.l
!!
2
z
a!
a,lE
tc\t.a
t>I-
IU)l<ItxlzI?Itrla
ta
t.:lo\t0cto\
E{
a
Q
5
t:
€)
,')
ls ;:
IE iJ
l9s;
l5::-
lE s.:le; I
li c€
t* ;3| .;o
t3:*lgE 3l4e-el--E >.I=5!t
: H g€
.E d -- ,c:, I -=
iii$;51!
€: e;
Eiit
; EEEi- o t
E{E S
fEis
:3 EE 33c -€ta 9.2
E r€€
,AE SE
sifi
=-
!c-
",
(J5l
=tajIa,ul
..1rl --. Ol = - .q:l q-
=i= sl!> -E;i ;:J
-t4 - '' d
;;=l i! ^'- \r
-;vl -=--
-.-=o7=
=EEliii
z >,.,3.:=i';:i
'!p
^q)2.=i, 3D.2tr
i0-
tt .g?!===
=E-o2Q)
U3D
==
=4,!a1-aJe
FI3eFo5eo$
-I--- EG-l-n'e-AfsAx,J IO: \J!l bH;urnAIElv y
+-to.<
5h
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Jack Berga
JT Berga and Company
P, O. Box 6178
Avon. CO 81620-6178
Total Cubic Yards: I
Suppiier: B&B Exc.
Slump: 4.5 inches
Ticket No: 1175
Air Content: 5.0%
lvlix Design No:
wet unir weight:
7 50F+
1:40 pm
30165201
143.4 pcf
ConcreteTemperature: 72"F
Test Date: 8/2/00
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Stength (psi)
3040
cc: Rob LeVine'Antlers, Kevin c. Duncan- casson nui-ldhg corp'; Dan Havekost- Havckost + Sheet I of I
Assoc.
28
28
Xoeillein Consulting Enlneers, Inc.
Consulting Geotechnical Engineers
Phrvy. Suite 135. Lakewood, CO 80228-2845
AVON SILVERTHORNE
(e7o) 94e-6oos (970) 468-6933
(970) 949-9223 FAX (970) 468-6939 FAX
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Next to F.risting Wall. Relow Gear Roxes- Lines D/7- Garage I evel
Rii,'rrr.
Koecllein Consulting EnSireers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
AVON
(970) e4s-6009
SILVERTHORNE
(970) 468-6933
(303)989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
F.ULDIG TSST
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Next to Existing Wall, Relow Gear Boxes- Lines D/7- Garage Level
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 72oF
Test Date: 8/2100
Age (Days)
7
28
28
56
Ticket No: i 175
Air Content: 5.0%
llix Design No:
Wet Unit Weight:
l:40 pm
301 65201
143.4 pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks: compressive strength failed to meet project specifications at 28 days.
Cylinder Compressive Strength (psi)
3040
37 55
3645
4440
Cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp,; Dan l?vekost- Havekost +
Assoc,
Sheet I of I
.
:il . i -..
''-{-.'::-r,'-.
foeclftein Consulting enfineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO g022g-2g45
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 98e-0204 FAX (e70) 94e-9223 FAX (e7o) 46S-6e39 FAX
Project No: 00-060
ANLING 15ST
SUMMARY OF CONCRETE TEST RESULTS
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project: The Antiers at Vail
Location: Next to Existing Wall, Below Gear Boxes- Lines D/7- Garage Level
Total Cubic Yards: I
Supplier: B&F Exc.
Slump: 4.5 inches
ConcreteTemperafure: 72"F
Test Date: 8/2100
Age (Days)
28
28
H
Ticket No: ll'75
Air Content: 5.0%
Mix Design No:
Wet Unit Weight:
l:40 En
Design Strength: 4000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Air Ternperature:
Time Test Taken:
?016s?ol
143.4 pcf
eet I ofl
Cylinder Compressive Strength (psi)
3040
3755
3645
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
\l
$
t
+
+.
::Y
=Q23
i?5lo
'E
.>,=
:li
zr,
...l }
=!.::=
=A5e>=
-.2:za
.d=
€;
.JO€oA<
l1)
t:
t>
z
E
crl
9
:0
L.2=7.3
=!rza
-9l, .l'
-
-e..l=
=.=9-.sE
=-:MrV)
?
EJ.= r.
'i!
o.
f-55 r3;;i;
24 Z j:xa-r--
"=::IEE.=,--l---a--._
:==?=
E€\'<f-] |vl r--')L-J IAJ L_I
o
..,
2
2
'tt
P
(.)
=
(J
t
U
2
r.l
e=
:J:
AE
U
oo
9J
.EESo ov t-cl q
r.E €^-X--o\
a.l
og
.it .r;
EP-
==i.^.E.E E S
= o 3v5EU
€
od
00
oo
@
cd
=>r; >.;ci 4.i.3 e6|e
c1
€
oi
4 .9c-r5E-E
'Il
(.)9c
Y{Nl
v.)
.1
s
sF-
,1
...l
..1
E,I
€,2 s g
I.ll5
lL
IQ
l:ot5
l€tq
I
ri
q)va?HT
<2c!<
>2.lr
H tula)7(rl&.i
^al-;4r!)
ai (t
_!: €90
+i
"1.
ooc
F
'U)
U
a
*:QEZ>4-c
=it5"ij
'i brri.:oc'EzE;iz
,rfsF
6t=
-i';fr'EgE)Enoa])a'i .5j-2..
E 15= F€r.rl-Fco2! !uH"H
= == EE
= lati3 EEEEF F# E E
l.cl5IY
l>
t?tit-
tr!
Itl^t-
lrc
l'
E
s
O
t:
{)
v)
IE;E
t€:5
I:IE
l* -'* :
l*5fr
lE; €lit ",.
lE!fle
|;;EE
l;.E I I
€T?E;iE€: t€i; Ets.Ei- o !
E{E:
!EIi
:E E.E 1
f,I ':o= 2.9
t i€{
ffiii
.. . '..::
€;
?o-
50
9 cr.5
,:: = ,-aii 3a c.l
'1
r€=s- g> EIJ- Colrd=A oX
=.:=t hviz:t=E
=EE<>
iaE
! a5;a6
2t
^q)?tr
9l!2e
3D-
tsl .9qt=
==
=!trE2C)E rl3v9go
3E2to(Jtr:-c\: lJ
trc\Clt r39F6_v 6lu99\o
- Eto-*T xQO 50; \J
QQ bH;rro Isqd<
.6
12364 W. Alameda
LAKEWOOD
(303) 989.1223
(303) 989-0204 FAX
SILVERTHORNE
(970)468.6933
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #l at R&B Excavating Plant, Truck No. 1
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 2.75 inches
ConcreteTemperature: 77oF
Test Date: 813/00
Age (Days)
J
)
ta
Ticket No: Not Provided
Air Content: 1.4%
Mix Desiga No: Not Provided
Wet Unit Weighr 148.8 pcf
80"F=
Approx.4pm
Design Strength: 6000 psi @ 28 days
Remarks: No Plasticiser added; I't 24 hrs. cured in box, no access provided to water tank
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength lpsi)
4690
4810
5295
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of3Assoc. I
roeihein Consulting efiineers, Inc.
Consulting Geotechnical Engineers
Plcwy. Suite 135 . Lakewood, CO 80228-2845
AVON
(e70) 949-600e
(e70) 949-9223 FAX (s70) 468-6939 FAX
Project No: 00-060
,i,.,irli.r,., ,i,.. ,,. ." ;i. ir$ry'tr:";,1 '
roettein Consulting enlineers, Inc.
Gonsulting Geotechnical Engineers
Phrvy. Suite 135 . Lakewood, CO 80228-2845
AVON
(e70) 949-600e
(970) 949-e223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #2 at B&B Excavatin&Plant. Truck No. 2
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(e70) 468-6933
Project No: 00-060
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTunperarure: 78oF
Test Date: 8/3/00
Air Temperature:
Time Test Taken:
Mix Design No: Not Provided
Wet Unit Weight: 148.4 pcf
RNOF+
Approx.4pm
Ticket No:
Air Content:
Not Provided
t.6%
Desiga Strength: 6000 psi @ 28 days
Remarks: Sampled prior to adding plasticiser; l't 24 hrs. cured in box, no access provided to water
tank
Age (Days)Cylinder Compressive Sfrength (psi)
J
)
28
3410
3850
4080
I
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 3
Assoc,
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 6.5 inches
ConcreteTemperature: 78oF
Test Date: 8/3100
Age (Days)
)
1
28
Ticket No: Not Provided
Air Content: 1.3%
Mix Design No: Not Provided
Wet Unit Weight: 144.4 pcf
Design Strength: 6000 psi @ 28 days
Remarks: Sampled after adding plasticiser, l" 24 hrs. cured in box, no access provided to water
tank
Air Temperature: 80"Ft
Time Test Taken: Approx. 4ptn
Cylinder Compressive Strength (psi)
3970
4470
4440
cc: Rob Levine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 3 of 3
Assoc.
roetlein Consulting erlineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2845
AVON
(970) e49-6009
(970) 949-9223 FAX (970)468-6939FAX
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #3 at B&B Excavating Plant- Truck No. 2
Koeclein Consultinq Enlneers. Inc.
Gonsulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
(303) 989-0204 FAX (s70)949-e223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) 98e-1223
AVON
(s70) 949-600s
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #l at B&B Excavating PlantJruck No. I
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 2.75 inches
ConcreteTemperature:'17"F
Test Date: 8/3/00
Ticket No: Not Provided
Air Content: 1A%
Mix Design No: Not Provided
Wet Unit Weight: 148.8 pcf
ROOF+
Approx.4pm
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: No Plasticiser added: l" 24 hrs. cured in box. no access provided to water tank
Age (Days)Cylinder Compressive Strength (psi)
5
7
28
4690
4810
s295
6335
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havckost- Havekost + Sheet I of 3
Assoc.I
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) e89-0204 FAX
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTemperature: 78'F
Test Date: 813100
Design Strength: 6000 psi @.28 days
Ticket No: Not Provided
Air Content: 1.6%
Mix Design No: Not Provided
wet unir weight: 148.4 pcf
Air Temperature: 80oFt
Time Test Taken: Approx. 4pm
Remarks: Sampled prior to adding plasticiser; 1" 24 hrs. cured in box, no access provided to water
tank
Age (Days)Cylinder Compressive Stength (psi)
3410
38s0
4080
5480
cc: Rob LeVine-Antlen, Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 3
Assoc.
f,
7
)R
roeclftein Consulting enfineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 949-9223 FAX (s70) 468-693e FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #2 at B&B Excavating Plant, Truck No. 2
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Koeclein Consulting enlfneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #3 at B&B Excavating Plant. Truck No. 2
(303) e89-0204 FAX (970) 949-e223 FAX (e70) 468-6939 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
AVON
(970) 949-6009
Total Cubic Yards: 4
Supplier: R&B Exc.
Slump: 6.5 inches
ConcreteTemperature: 78oF
Test Date: 8/3/00
Age (Days)
J
)
7
28
Ticket No: Not Provided
Air Content: 1.3%
Mix Design No: Not Provided
Wet Unit Weight: 144.4 pcf
800Ft
Approx.4pm
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: Sampled after adding plasticiser, l't 24 hrs. cured in box, no access provided to water
tank
Cylinder Compressive Strength (psi)
3970
4470
4440
5805
Icc: Rob LeVine-Antlers, Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havekost -'5 Sheet 3 of 3
Assoc.
i.F..t;:.:. ,: .:: .'.
roefitein Consulting enlineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 90229-2945
AVON
(970) 94e-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Elevator Core. Sample Taken Before Placement
SILVERTHORNE
(970)468-6933
Project No: 00-060
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 98e.0204 FAX
Total Cubic Yards: 10
Supplier: B&B Exc.
Slump: 0.5 inches
Ticket No: I2l0
Air Content: 4.0%
Mix Design No:
wet unit weight;
76"FX
9:15 am
5894
148..1pcf
ConcreteTemperature: 75oF
Test Date: 8/3/00
Design Strength: 4000 psi @ 28 days
Remarks:
Air Tanperature:
Time Test Taken:
Age (Days)Cylinder Compressive Shength (psi)
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sleet t of 2
Assoc.
4950
6320
6250
7
28
28
KoeQlein Consulting EnJneers, lnc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2945
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) e89.1223
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVERTHORNE
(e70) 468-6e33
Prqect No: 00-060
AVON
(970) 94s-6009
Project: The Antlers at Vail
Location: Flevator Core, Line Fi2.5
Total Cubic Yards: l0
Supplier: B&B Exc.
Slump: 2.5 inches
Ticket No:
Air Content:
1210
3.9o/o
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
760F+
Q:45 am
58q4
148.2 pcf
ConcreteTemperature: 74oF
Test Date: 813/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Shength (psi)
4920
5895
5765
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corn.; Dan Havelost- Havekost + Sheet 2 of 2
Assoc.
Koeclein Consulting Enfireers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 8022g-2g45
(303)989-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
STA4MARY OF CONCRETE TBST RF,SULTS
Project: The Antlers at Vail
Location: trlevator Core. Sample Taken Before Placement
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(e70) 468.6e33
(e70)468-693e FAX
Project No: 00-060
Totai Cubic Yards: 10
Supplier: B&B Exc.
Slump: 0.5 inches
Ticket No:
Air Content:
l2l0
4.0%
Mix DesignNo:
Wet Unit Weight:
'76"F!
9:15 am
5894
148.4 pcf
ConcreteTemperature: 75oF
Test Date: 8/3100
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken;
Age (Days)Cylinder Compressive Strength (psi)
4950
6320
6250
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
28
28
- Sheet I of2
Koeclein Consulting Enfneers, Inc.
Gonsulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood , CO BO221-ZB4S
(303) e89-0204 FAX (970) e49-9223 FAX (970) 468_6s39 FAX
LAKEWOOD
(303) 98s-1223
AVON
(s70) 949-6009
SILVERTHORNE
(970)468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUM]VIARY OF CONCRETE TEST RESULTS
Projecl The Antlers at Vaii
Location: F.levator Core. Line Fi2.5
Total Cubic Yards: 10
Supplier: B&B Fxc.
Slump: 2.5 inches
Ticket No:
Air Content:
Mix Design No:
WetUnitWeight:
5894
148.2 pcf
l2t0
3S%
ConcreteTemperature: 74"F
Test Date: 813100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
',
28
28
Air Temperature:
Time Test Taken:
l AOF+
Q:45 am
4920
5895
5765
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havlkost- Havekost + Sheet 2 of 2
Assoc.
XoeCtein Consulting Efineers, Inc.
Consulting Ge rtechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228.2845
(303) 989.0204 FAX (970) 94e-9223 FAX (970)468-6939 FAX
LAKEWOOD
(303) s89-1223
AVON
(970) 949-6009
SILVEFTHORNE
(970) 468-6933
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Flevator Core. Sample Taken Refore placement
Total Cubic Yards: ll)
Supplier: B&B Exc.
Slump: 0.5 inches
TicketNo: LzLg
Air Content: 4.0%
Mix Design No: 5894
WetUnitWeighr: l48.4pcf
ConcreteTemperature: 75oF
Test Date: 813100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
Air Temperature: 76aF=
Time Test Taken: q:15 am
4950
cc: Rob LeVine-Antlers, Kwin C. Duncan- Casson Building Cord Dan Havekost- Havekost + Sheet 1 of 2
Assoc.
':.1: i
roeCtein Consultlnl Er$neers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Ph,vy. Suite 135. Lakewood, CO 80228.2845
LAKEWOOD AVON SILVERTHORNE
(303) e89-1223 (s70) e49.6009 (970)468-6933
(303) s8e-0204 FAX (s70) e4s-e223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-61;3
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Elevator Core. I ine F/2.5
Total Cubic Yards: l0
Supplier: B&B Exc.
Slump: 2.5 inches
I2t9
3.9%
Ticket No:
Air Content:
Mix DesignNo:
WetUnitWeight:
76oFt
9:45 am
5Rq4
148.2 pcf
Air Temperature:
Time Test Taken:
ConcreteTemperature: 74oF
Test Date: 8/3/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
4920
cc: Rob leVine-Antlcrs, Kevin c. Duncan- casson Building corp.; Dan Havekost- Havekost + Sheet 2 of 2
Assoc.
7
28
28
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468.6933
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #l at B&B Excavating Plant. Truck No. I
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 2.75 inches
ConcreteTemperature: 77"F
Test Date: 813100
Ticket No: Not Provided
Air Content: 1.4%
Mix DesignNo: Not Provided
Wet Unit Weighr 148.8 pcf
800Ft
Approx.4pm
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @28 days
Remarks: No Plasticiser added; l't 24 hrs. cured in box, no access provided to water tank
Age (Days)Cylinder Compressive Strength (psi)
3
)
7
28
4690
4810
5295
cc: Rob Levine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 3
Assoc. I
xoefilein Consulting efiineers, Inc.
Consulting Geotechnical Engineers
Plary. Suite 135. Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 949-e223 FAX (970) 468-6939 FAX
Project No: 00-060
1",4,i{i,riri;
xoetlein Consutting gnlineers, Inc.
Gonsulting Geoteehnical Engineers
12364W. Alameda Pkwy. Suite 135. Lakewood,CO 80228-2945
(303)989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) e49-600e
SILVERTHORNE
(970)468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Test #2 at B&B Excavating PlantJruck No. 2
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTemperature: 78oF
Test Date: 813100
Age (Days)
3
1
28
Design Shength: 6000 psi @ 28 days
Remarks: Sampled prior to adding plasticiser; I't 24 hrs. cured in box, no access provided to water
tank
Ticket No: Not Provided Mix Design No: Not Provideci
Air Content: 1.6% Wet Unit Weight: 148.4 pcf
Air Temperature: 80"Ft
Time Test Taken: Approx. 4pm
Cylinder Compressive Strength (psi)
3410
3850
4080
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet2 of3
Assoc.
roefilein Consulting erQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135'Lai<ewoodtCO 80228.2845
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETETEST RESULTS
Project: The Antlers at Vail
Location: Test #3 at B&B Excavatin&Plant. Truck No. 2
Total Cubic Yards: 4
Supplier: B&R Exc.
Slump: 6,5 inches
ConcreteTemperature: 78oF
Test Date: 8/3/09
Age (DayO
J
5
7
28
Ticket No: Not Provided
Air Content: 1.3%
Mix Design No: Not Provideci
Wet Unit Weighr 144.4 pcf
RnoF+
Approx.4pm
Design Strength: 6000 psi @ 28 days
Remarks: Sampled after adding plasticiser, l" 24 hrs. cured in box, no access provided to water
tank
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
3970
4470
4440
I
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 3 of 3
Assoc.
12364W. Alameda
LAKEWOOD
(303) 98s-1223
(303) s89.0204 FAX (970) 949-9223 FAX (970) 468.6s39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TESTRESULTS
Project: The Antlers at Vail
Location: Flevator Co'e. Samfle Taken Refore placement
Total Cubic Yards: 10
Supplier: B&B Exc.
Slump: 0.5 inches
Ticket No: l2l0
Air Content: 4.0%
Mix Design No: 58q4
Wet Unit Weight: 148.4 pcf
ConcreteTemperature: 75oF
Test Date: 813/00
Design Shength: 4000 psi @ 28 days
Remarks:
Air Temperature: 76oFt
Time Test Taken: 9: l5 am
Age (Days)Cylindqr Compressive Strength (psi)
4950
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
1
28
28
I
rcoelitein Consulting enfineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80228-2845
AVON
(970) 94s-6009
SILVERTHORNE
(s70)468-6933
Project No: 00-060
tti&drd|filrcti*L.:
Koee lein Consulting Erfineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO g922g-2845
(303) e8s.0204 FAX (970) 94e-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footings at F.2-G.7/1.8-3. (Strip Footings Only)
LAKEWOOD
(303)989.1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6s33
(s70) 468-6e39 FAX
Project No: 00-060
Total Cubic Yards: l0
Supplier: B&B Exc.
Slump: 2.75 inches
Ticket No: 1240
Air Content: 3.1%
Mix DesiglNo:
WetUnitWeight:
88.Ft
2:28pm
57a4FA
145.8 pcf
ConcreteTemperature: 80oF
Test Date: 814/00
Desiga Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3940
3895
4775
cc: Rob Le\ine-Antlers, Kevin C. Duncan- Casson Building Corp,; Dan Havekost- Havekost + Sheet I of I
Assoc. e
7
28
28
p
iv
:s\
o0
{
r&
c)
v
:: ;: >!== E
42,
iJI_>gt>,giF
-oi.Doit!{oF d
g a.=i:53.5 '3;-g)?i'; E.e
Eie
.a: c
! ='=?=lJnts
3E E
=ntrs.!R
-l o=
d;>,tt - O9-::*=z ii:;ijaj; i
a
=?=
424A
:.5
,? -=
xtr
z
c,3
=?.:L
=9..) t9il
'a:
.i:o
'7E
uro..J E-u)
t-t
I
(t)
q,
2
e
'J)
I
O
-
Q
=a!:!,, :
^-c
ll
9r
.EESo ov
cl
$.i
r.?eoA-*
h
Ei;^.E.E E S
= o ovo-v
€
c\
€
t-.
=>= >.;c-=r-=9FAiE
=
ec!
09
(\l
5 €e3= t,y
lrl
=
o.=
,colj.E:
9o6.Ern=
{)rl
o
,1
I
oq
o
-l
o
.1
pe (\lv t
d
U
{)
M
d' .cn(!i'6
<nd<c+>A
\Jr-a 0)
=€..=o6
-t6>.E*
=c-:€
+l
I&
cr:i
F
>
a
O
a
(9
(9
o
=z<:: :\1z1
, .r=.-E5qr-
.t=h_62.ir-AS+5)i .- a).XEF
.l:
.. :lta -l.Eg:E
)cd9p:EiEF
-iu; F .si.( r h.Er-v>Orri-Fc€z€ iE EgE 3:c.ia -.6!,_rt il?: €E FSIE.* *4 E EFFdAG
oo
Fl-v)
o
v)
s@o\
aq
O
E
lu
ta
,2a
!"-;E
*3
t9
oe--89
eEi'EsG
E Y'E
e.t;
."EBgG >, l:
:EE.3=r
Eo!r
8:r
-oI{E E
d-9t a.;
5sE
I .{:2 9.9
H€{
= 9;
:p€e's:'Eii
EE A
.a
i
E
l!
2
s
6
00-
aJc,=
--a4la=.qlri itD -l
iS:J E€>| ',' h
lti (d=
ll a.\x,!=t !:v-;\-l :J
=1=l E E5:|Ii
o I -,.tz >, ,!,6=!-SA;
?p
?eo0!9E
50-
3t .9rnE
Ei=
=3-cz7)E f .o\,Ut!
a3+2
P-ave
x€Cr-
€F.A\oEd,v (\aKg
E=m-{ = \.,SI xQo ?o; \J
FQ b* irro Is=d<
ii
F.
KOE
Jack Berga
JT Berga and Company
P. O. Box 6l?8
Avon, CO 81620-6178
The Antlers at Vail
COI\SULTING ENGINE INC.
Renort of Constnrction Activities
Job No. 00-060
Report #: 44
Jim Houlette
Date: 8/4100
Sheefi 2ofT
Assoclates
William H. Koechlein, P.E.
Project:
Copies To:
Field Observer
Weather Conditions and Temperature:Cloudy, 74oF+
Construction Activities/O bservations:
Field engineer arrived on site as requested to observe the placernent ofrebar. The area observed was located at
Line F.2 -G.7/1.8-3 for the strip footings only. The required rebar was in piace at the time of the observation.
Verbal Communication:
Field engineer informed Paul and Joe, with Casson, of the inspection results. Joe also showed the plans for the
rebar to the field engineer.
i":i, I ,
Reviewed By
roec?iein Consulting enfineers, Inc.
Consulting Geotechnical Engineers
Phary. Suite 135. Lakewood, CO 80228.2845
AVON
(970) 949-6009
(970) e4s.9223FAX (970)468-6e39FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footings at F.2-G.7/1.8-3JStrip Footings Only)
SILVEFTHORNE
(970) 468.6933
Project No: 00-060
12364 W. Alameda
LAKEWOOD
(303) 9e9-1223
(303) 989-0204 FAX
Total Cubic Yards: -10
Supplier: B&B Fxc.
Slump: 2.75 inches
Ticket No:
Air Content:
Mix Design No:
WetUnitWeight:
RROF+
2:28pm
1240
3.t%
57a4FA
145.8 pcf
ConcreteTemperature: 80oF
Test Date: 8/4/00
Design Strength: 4000 psi @ 28 days
Remarks:
Air Ternperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3940
cc: Rob LeVine-Antlers, Kevia C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
7
28
28
I
KoeClein Consulting enftneers, Inc.
Consulting Geotechnical Engineers
12964 W. Alameda Pt<wy. Suite 135. Lakewood, CO gO22g-284S
(303) 98s-0204 FAX (970)94s-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6i78
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footiqgs at F.2-G.7/1.8-3, (Strip Footings Only)
LAKEWOOD
(303) 989-1223
AVON
(970) 94e.600s
SILVERTHORNE
(970) 468-6933
(970) 468.6939 FAX
Project No: 00-060
Total Cubic Yards: 10
Supplier: B&B Exc.
Slump: 2.75 inches
Ticket No: 1240
Air Content: 3.1%
Mix Design No:
WerUnirWeight:
RROE'+
2:28pm
5794FA
145.8 pcf
ConcreteTemperature: 80oF
Test Date: 8/4/00
Design Strength: 4000 psi @.28 days
Remarks:
Age (Days)
1
28
28
Cylinder Compressive Strength (psi)
3940
389s
4775
Air Temperature:
Time Test Taken:
Icc: Rob LeVine-Antler!, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
roectltein Consulting enfineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
(303) e89-0204 FAX (s70) e4e-9223 FAX (970)468-693e FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footings at F.2-G.7/1.8-3. (Strip Footings Only)
Total Cubic Yards: f0
Supplier: B&B Exc.
Slump: 2.75 inches
Ticket No: 1240
Air Contenl 3.1%
Mix DesignNo:
Wet Unit Weight:
R ROF+
2:28pm
5794FA
145.8 pcf
ConcreteTernperature: 80"F
Test Date: 8/4/00
Design Shength: 4000 psi @ 28 days
Rernarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3940
cc: Rob LeVinc-Aatlers, Kevin C. Duncan- Casson Building Corp.; Dan Havckost- Havekost + Sheet I of I
Assoc.
7
28
28
:s
\
sa-\
1)
'.r.
rtl
{.)
I
v
#
4)
C)
3 {.:?
6 -""-
9t.9.E
=x>() ,: h
3 n4
=*e
I:,-!at)
a ,.6..^i,-9i ee e" z.E I
==JCJ:
-:€ E
ire'e
=? I rl==
;i - >r:
.= |
^..1:o:! >;
J=Ad
-tlcj_
'lFtbr- fi 3=...4 .2 -
iiJ EE5: u!ct, -= J
il E.u-El-:iC1i; Hi: 3-gE
:9r..;.5:;i.re933.-
-l 2?.=ar-
.i: :
=iT5
", 4 lal
T;
iL.9c
==39aa'Aari6&::ncza i;qQ>;94=;xiD < .at-'AEF!!?..n H.i.-Si'-;.u i=;:!r-:.ixt\rrM |VIT'Ilz-.J z-lt L-J
u)
a
F
U)
{,>
U
t
U
iL a
-.:t=9:
9t
oo
.EESo ov $
},E €.oae e.l
,t
!i:^.=.2 E s:oovozv
00
@
oq
00
=>
= >.;6'*A!,8 oo
c.i
€
C'.1
1 .9a
F5E.ga 3c
:.,A
6.=
E:
=E
or!
Cl^
0
'.?
{)
J
na
J
9a;z !s g
I
@
()
o
(,)
(u
^s?t^yn({
='6
65<
>2Yrzr-. O.i>
=.dd.t..;o6l- Jl!o.6>a) a!
_r: 6UO
+l
c-
F
'v)
al
(J
x
o
q)
=:z
2;ju,i-ebu)€?e
a.r rJJ (J
l
!,
.J,|+.
ia,
a!tF5
XaJ
=tttE .9 Ii F.E\r>ot-FOGh a9fYIDE2 - A'EE=---x.i;;z?:J
!=v€
5+EEsi; E
,;
an
(\l
l0
2
z
tu
F.
ooo\
a
U)
@
€r
2{
U
.)
tA
.9i
;3
9-6
==
99
i8c
e E';'Et€
i* F"D.t,E8ltt >, at
:EA€er5r!
8E3
s^9 |igE
EsE
E'F-F Xg .€. g ._c
H€{-e B3:rg
gI
E
g
.E
t
I
Ror
\coo-
b!
o 9'5!:,q-rhn
-leg r€- s >E
H-^.!E
F:9€t;5Eild<>
oltz >, .g-€€€';r6
?p
^()?tro Et)oE
c!-
rc .9.nE.fE;EagE rtrovUEo
:=E. q,E'ER-eEU
h€cc\(B -rA\OEd!rE. EG-
E I xQo Fo; v
Q dH;*cao FEHii
5F
I
:\
*\
t)
50
r:
;{|{
c)
oq)
o
C)
=
Ei!
.,:d
;:€.ozt€+43ngaoo.;trh9azii
2= a -'i. F, -*, f
- -; !,c ?^- j
=5iir.aJ ='::2i.8:E=--,-
e! H x
99 :.r il 7
.:=q2-
?..?3.i:|:: -
ii EE ia; );
91 : :': =i +€.8
,; 3.t a
I
L.:E
=-=5zi
e1)3Eir a,\
<.!
9!-ii
.::;J Xl
,t=
=a
'!s=€39abAE
E.s . .E6+€=z= .v
=qQ>-?4EZ:cA 4 tri--AEi5!7r-3'5._tLir
;q:=,=\o-,=-v \, -a 8n
a
2
I
(,1
a
t
U
o-
Q
IL
r.:
-:ll
^sE
U
.F
.E:So cv
n .t
>.; q'-ao R
F
.1
€ Y-
===^.=.E E S: c ovoa-
aa
ad
?€
=>,; >. .= 6,=ua2i-A5
oq
e.l
€
oi
E .9a-a-l.E9do;,y
(.)o
a!
o
Fl
i
*
r()
s*
,q)
q)
ql
3e \os t.-v
F
(,)
ol)
O
q
)46fid.E?otro<e
a5<tr+>2q.vr-a (l)
=c!
o6L- ,l(ra.)
ai Gt
_9F
:?:z
&c
ao!?.=o-8n
XE
>
{)a
EI
iE cl
.E
:(u=vr,E.9rN F.E\J>o
o21'. !i H3tf!7-r.I ooE !
E.EL-5FE:qtE:l
a j i i
eF.
EJ
N
z
6)
z
a,
F
ooo\
rs
t<v)
o
.A
coo\
(u
2
€
U
o
.2 7i
a3E
F-6Ei
q.6
9g:t38a
EIEfici'6.qd
E 9'5
E+ F
'! g
.Er$€ rl|
:EE'E=-gaIi
8Er
oJ ]tErliaEf,ic*;g .ca3 9.5
H€{
-E }E!rtl't t<.Ebtg{ $
c
;
I
a
I
'ilr
ca;
I-
;
a
>l
a
I
'
?or
\o00 (\l
o0
i, {r '=
!:,31
9.:I E€-9t >eTJ -Cq)t (!=
^ a 6x;.i=l hv;i:rJl :-ia4=, E eSEEI
iiaEz >, .9_al!4'
=EA
2lo
aC)?eooogs
o!-
rd .9anE:i5.- (.1:sa8E rrtovug0r.i
:=42l_q
trF-(l-O\o5*:r:,. E,o-5bl xOb 'ioS UQ b* irro ISqo:<
5F
roe*lein Consutting efiineers, tnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) 989-1223 (s70)949-600e (970)468-6933
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-693e FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Projecl The Antlers at Vail
Location: Footings at Lines F-F.2/1-1 .8. and F.3/2. G.l i2, Sarnnle at F.2/1.8
Total Cubic Yards: 10
Supplier: B&B Exc.
Slump: 4.25 inches
Ticket No: 1292
Air Content: 3.3%
Mix DesigrNo:
Wet Unit Weight:
84"Ft
2:15 pm
57q4FA
145..1 pcf
ConcreteTemperature: 80oF
Test Date: 8/q/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Air Ternperature:
Time Test Taken:
Cylinder Compressive Strength fusi)
3075
l
cc: Rob LeVine-Antlenr Kcvin C. Duncan- Casson Building Corp.; Dan Hav&ost- Havekost + Sheet I of 1
Assoc.
A-'ix
$\
0o
t:
tst
rL
C)
o
a)
v
(,)
o
q
ikxlXxi-n O
Y=
>,6
t))?o)vo
. .!t
oO::R
-\:
.J t-
!:
c,a
c:'^'o
2=9
=ii,.:a
.e.9 355:d:!to
3 3E
ll)l-t9
tv
0)
t\.1
9l
I
!,
a
L.iEE'5rszc
-C,q)€
li /a
-eE:=4,)F
6t :!.9::-t t\7,lA
i-9.=L'0!
e.e
-:€r .:2Y Ei?83
eL'E ai;<:
"! 5;
FE !E-e- -J2 Z '_
=: o 5rrl\r-T] |vl T-'rr-J t4}t t_t
q)
I
U)
a,
(,
I
o Q
r.I
- itl
^1 E
U
9-
=r\c.: Et o\oov>U
\
>.; q-a-...)
-
Fl
EP-r:; E,-..E.EES
= a ovozv
oq
oo
=>E >.;6':4.6 g
2
oq
N
E '9a
do t.y €x.E;
Fl
I
ir
o
.,i
z;flz €rt
| (\l
too
cl
IJ
O
ev
4t
ru
{o
o
,oox
p
F(,
c)
EoU
ljr
c-
()F
'V)
O
x
a
-!=q;z
!'l XecYEaEo'=t&ot16:bEa;=9i31,**Ft;
luu'Es!q?5 s.!tri4.9:E..f F sgA 6 !.Er- r- baooz! ! HHE E f 3€!voF F E:oo-aEs s ;s
loolo\
ti
||-.
IFIFltA
l<
t!J
latp
G|6
ooo\
0)
2q
U
.{
r-
o
(t)
l- Esl€=j
lE !c
18 E rle{ I
l5:g
lEc i
lE riIEEO
l#;3.'e c
E;€
3i3
:Ifrg
Ei;?
;.E I I
€T€;
?.iE€CF!I
;5€3irt i
€g;sF6e:
.g E3;Fr',€
IEEI
F;ii
Pcq
Qooo-
o4
9 cr '51
E:.31tir/)Fl
9g E€-9 >!
-91 .6 =7l .t' ,\.; .: =l !.i \'''
-;vl s-irA= E=!: 1r;-l ; {" E * -\,/-
qicaEZ >..'!€€€';ca
2sn
^c)?eao09q
o0-
rd .9
?!E=;
=ga8E ricvugo
:zEv,9E
3.q
trtr
99Fod*S. EG-FT xQ3 g0 d ,.r-
i ,fr,r FEH;i
.5
rcoefilein Consulting EGneers, Inc.
Consulting Geotechnical Engineers
12364 W Alameda Pkwy. Suite 135 . Lakewood, CO 80228.2945
(303) 98e.0204 FAX (e70)949-9223 FAX (970)468-6939 FAX
LAKEWOOD
(303) e89-1223
AVON
(e70) 949.6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Elevator Core. I ine F/2.5
Total Cubic Yards: l_0
Supplier: B&B Exc.
Slump: 2.5 inches
Ticket No:
Air Content:
t210
3.9%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
?60F+
9:45 am
5894
148.2 tcf
ConcreteTemperature: 74"F
Test Date: 8/3/00
Design Strength; 4000 psi @. 28 days
Remarks:
Age (Days)Cylinder Compressive Strength (psi)
4920
cc: Rob Levine-Antlers, Kevin c. Duncan- casson Building cof; oan Havekost- Havekost + Sheet 2 of 2
Assoc.
7
28
28
KOECIILEITTCONSULTING ENGINEEKS. INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report#: 46
Date: 8/9100
Sheet: I of I
Weather Conditions and Temperature:Sunny, T9oFt
Construction Activities/Observations:
FieldengineerarrivedonsiteasrequestedtoobserverebarforthefooterofLinesE-F/l-1.8. Allrebarinthis
area for the footing is placed according to struchral drawings. Also, rebar in the footing atF .3/2, G.l/z, Elz,
and the strip footings of lines D.7/I-2, andD.7-F.2/1.8 were inspected and all rebar observed was placed
properly,
Verbal Communication:
Field engineer informed Joe and Paul, with Casson, of the observation results.
Copies To: Rob LeVine-Aatlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-
William H. Koechlein, P.E,
Field Observer
roe$tein Consulting enlineers, Inc.
Consulting Geotechnical Engineers
Pkvtry. Suite 135 . Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970)949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRBTE TRST },ES}S,5$
Projec[ The Antlers at Vail
Location: Footings at T ines F-F.2/1-l.8, and F.3/?. G.1/?. Samfrle at F.?/1 .8
Total Cubic Yards: -l-0
Supplier: B&B Exc.
Slump: 4.25 inches
12364 W. Alameda
LAKEWOOD
(303) s89.1223
(303) 989-0204 FAX
(970) 468-6933
(970) 468-6939 FAX
ProjectNo: 00-060
Ticket No: 1292
Air Content: 3.3%
Mix Design No:
Wet Unit Weight:
R4OF+
?'l 5 nrn
5794FA
145.4 pcf
ConcreteTemperature: 80oF
Test Date: 819100
Desiga Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3075
381 0
4200
cCi Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 1 of 1
Assoc.
7
28
)R
KOECHLEIrc ONSULTING ENGINE*3, INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Proiect: The Antlers at Vail
Job No. 00-060
Report #: 46
Date: 819/00
Sheet: I of I
Weather Conditions and Temperature:Sunny, 79oF-
Construction ActivitieVObservations:
Field engineer arrived on site as requested to observe rebar for the footer of Lines E-F/l- 1.8. All rebar in this
area for the footing is placed according to structural drawings. Also, rebar in the footing atF.3/2, G,1/2,8/2,
and the strip footings of lines D.7/l-2, andD.7-F.2/1.8 were inspected and all rebar observed was placed
properly.
Verbal Communication:
Field engineer informed Joe and Paul, with Casson, of the observation results.
Copies To: Rob LeVine-Antlers, Kevir C. Duncan-Casson Building Corporation, Dan Havekost-HavekosFAssociates
Jim Houlette William H. Koechlein, P.E.wField Observer
C)
o
C)
o
t2-x
€e0>.;
o.,!x
00t
-x\=
Ot-.=2
tr-a
€ 5i9tr93-riI
ci>\
8 HE
I8E
a,-
4.,
9i
clcl
eb.:
€€ti!zi
-95tAa)!LA
-ig
!;=9F
r! 1i.ci
:r.
tYl.tt u-J
='a:': {':\'6i
3. ^9'a:
(9-FX)2i E
'FiEe 4.'2 ,i;<Ae! h--{E: :F€EE-tD: _
=E.5Er€v-
r(2 T--lI-J IAI LJ
0
I
a,
i,
a
IL
F-x
'U)
U
a
6_q=E;Z xeL=Eago'-t!oi1i-bbEa;=9i3E,*iF
-i;
-:.. oe..6'=rt1
JC:!alft.EcX>oi-z€ + sg,s i F.EY>c)l.rbFco2I sE! 4 ?9I : F!2 E iI
a 4 !-6r.!XEr. r. E5F F 2;
l€lo\
IYIAl.<
ta
l<
In
lor
l(!
trlol\o
l€o\
I
q
6t
(J
d
IA
19 E Et: -.d
tE :;
lE E t
t8 E;
l.e€ E
l; eg
lE*i
lE sli;5
E3 !E:€gE 3s"'.t S
Eig$
€T?E
E€ETe*rr
; E€Ti- o tI{E s
fH!Ei E..g g
dt .':
f;E€ {
ri $i
E E{ i
e'
Is
\r
\)
a)
rS
&
lF| .=
t!q
IA
lQ
l<t
o
ov
p
q)
o
o
&
F
OoaoU
?a-
o0
"EE7 2,st
Gtllls.9l E€'9t >gLi JC9lt (i=
^ id a,\
Ei3 *i
; +i: ).5
?z
ra?eocois
90_
rd.9
i€
EEUoo
gE
Ec)uA1-eii !,
trF
O\OEd_v 6teF:
. EG-FlxQo 90; v
CQ b*;r30I
-;\9r<
6F
roelilein Consulting efiineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228.2845
LAKEWOOD AVON SILVERTHORNE
(303) s89-1223 (e70) 949-600s (970) 468-6933
(303) 989-0204 FAx (e70) 949.9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon, CO 81620-6178
Project No: 00-050
STIMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: FootinEs at I ines F-F.2/1-1.8, and F.3/2. G,1/2. Samnle at F.2/1.8
Total Cubic Yards: f0
Supplier: B&B Exc.
Slump: 4.25 inches
Ticket No: 1292
Air Content: 3.3o/o
Mix DesigrNo:
wetunitweight:
R40F+
2:15 pm
57q4F.A.
145.4 pcf
ConcreteTemperature: 80oF
Test Date: 8/a/00
Design Srength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)
3075
Icc: Rob LeVine-Antlcrs, Kevin C. Duncan,lCasson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc,
7
28
28
KoeOlein Consulting EQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Phry. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX (970) 949-9223 FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVERTHORNE
(970) 468-6e33
(970) 468-6939 FAX
l;,1u"i lio; C0-;6n
AVON
(970) 949-6009
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project: The Antlers at Vail
Location: Wall at Line G/2
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 5.0 inches
14)4
5.0%
Air Temperature:
Time Test Taken:
Mix Design No:
wet unit weight:
?ooF+
2:30 pm
Ticket No:
Air Content:
NA
141.6 pcf
ConcreteTemperature: TgoF
Test Date: 8114/A0
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
1
28
28
Cylinder Compressive Strength (psi)
3205
3850
4405
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Danpavekost- Havekost + Sheet I of I
Assoc.
KoeOlein Consulting Ei{ineers, !nc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) s8s-1223 (e70) s49-6009 (s70) 468-6s33
(303) 989.0204 FAX (e70) e49-s223 FAX (e70) 468-6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMM,ARY OF CONCRITE TEST RESULTS
Project: The Antlers at Vail
Location: G/2 Wall
Total Cubic Yards; I
Supplier: B&B Exc.
Slump: 5.0 inches
14)4
5.00/o
Ticket No:
Air Content:
Mix DesignNo:
WetUnitWeight:
TqoF+
2:30 pm
M
141.6 pcf
Air Temperature:
Time Test Taken:
ConcreteTemperature: TgoF
Test Date: 8114100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
cci nob LeVine-Antlen, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Asioc.
12364 W. Alameda
LAKEWOOD
(303) 98e-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6s33
Total Cubic Yards: l0
Supplier: B&B Exc.
Slump: 3.25 inches
ConcreteTemperature: 77"F
Test Date: 8/15/00
Ticket No: 1462
Air Content: 2.2%
Mix Design No: 301q0250
Wet Unit Weight: 148.5 pcf
670F1
8:il am
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B: Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Age (Days)
5B
7B
7B
7W
Cylinder Compressive Strength (psi)
5242
5620
)o))
6630
66t5
6495
7635
288
I 28B
" 28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet I of 4
KoeOlein Consulting Erf,ineers, Inc.
Consulting Geotechnical f ngineers
Pkwy. Suite 135'Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 94e-9223 FAX (970) 468-6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 8i620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Parking SIab on Wooden Deck- Sample Betrveen Lines C.5-D.5/2.3-3.5
KoeOtein Consulting Ellineers, tnc.
Consulting Geotechnical Engineers
12364W. Alameda Pl<vyy. Suite 135. Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) e89-1223 (s70)94s-6009 (970)468-6e33
(303) e8e-0204 FAX (e70) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMIVIAi] -,' OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper level parking-Slab on Wooden Deck-Retween lines C-E, 4.7-5.2
Total Cubic Yards: U5
Supplier: B & B
Slump: 5 l/4 inches
ConcreteTemperature: 73"F
Test Date: 8/15i00
3B
5B
288
288
28W
Ticket No: 1471
Air Content: 1.4%
Mix Design No:
Wet UnitWeight:
?ol ao?so
150.0 pcf
Air Temperature: 67"Ft
Time Test Taken: 9;25 am
Design Strength: j000*t@.Tj*
Remarks: B= Initiai 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
7B
7B
7W
4625
5525
5420
))J)
6170
6765
7000
7970
Age (Days)
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost - Assoc. Sheet 2 of 4
KoeOlein Consulting EQ!neers, tnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pk\ ry. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303)989-1223
AVON
(970) 949-600e
SILVERTHORNE
(970) 468-6933
(303)989-0204 FAX (970) 949-9223 FAX (e70)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESIJLTS
Project: The Antlers at Vail
Location: Upper Levei Parking Slab on Wooden Deck. Sample Between Lines E.8-F.2/5.2-6.2
Total Cubic Yards: 11-6
Supplier: B&B Exc.
Slump: 4.75 inches
ConcreteTemperature: 78oF
Test Date: 8/15100
Ticket No: 1482
Air Content: 1.4%
Ivlix Desigt No: 301q0250
Wet Unit Weight: I4q.6 pcf
Air Temperature: 73oFt
Time Test Taken: 1l:55 am
Design Strength: @0fu$O23JC*
Remarks: B= Initial 24 hour cure in open box, W: Initial 24 hour cure in water tark
Cylinder Compressive Strength (psi)
7B
7B
7W
28B
288
28W I
52t0
5280
5455
6155
388s
6400
7545
Age (Days)
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 3 of 4
KoeOlein Consulting Erfineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pl$vy. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970)949-9223 FAX
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper level parking-Slab on Wooden Deck-Betrveen lines G-G.5, Beam pocket @ line
G. 4.7-5.2 and 5. G.3-G.5
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
(970) 468-693e FAX
Project No: 00-060
Total Cubic Yards: 255
Supplier: B & B
Slump: 3 3/4 inches
Ticket No:
Air Content:
r4qi
r.4%
Mix Desiga No: 301q0250
wet unit weighu 150.3 pcf
Remarks: B- Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressivc Strength (psi)
ConcreteTemperature: 78oF
Test Date: 8/15/00
Design Strength: 6000 psi @ 28 days
3B
5B
288
Air Temperature: 80oFt
Time Test Taken: 12:50 pm
7B
7B
7W
4190
5395
s505
5520
6750
687028B 6925
r 28W 8020I
cc: JRob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 4 of 4
Age (Days)
XoeCltein Consulting erQineers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 135 . Lakewood, CO 80228-2A45
AVON
(970) 949-600s
(970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Projecl The Antlers at Vail
Location: Upper Level Parking Slab on Wooden Deck, Sample Between Lines C.5-D.5i2.3-3.5
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 46e-6933
Total Cubic Yards: l_0
Supplier: B&B Exc.
Slump: 3.25 inches
ConcreteTemperaflre: 77"F
Test Date: 8/15i00
Ticket No: 1462
Air Content: 2.2%
Mix Desiga No: 30190250
Wet Unit Weight: 148.5 pcf
670F+
8:11am
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= lnitial 24 hour cure in water tank
Age (Days)
5B
7B
7B
7W
288
288
28W
cc: Rob LcVine-Antlen, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 1 of 4
Cylinder Compressive Strength (psi)
5242
5620
)o))
6630
. . ,. i:;5;;;.;i;;1. ..
KoeOlein Consutting Enfineers, Inc.
Consulting Geotechnica! Fng!:eers
Pkwy. Suite 135 . Lakewood, CO 80228.2845
AVON
(970) e49-6009
(e70) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
ProjectNo: 00-060
SUMMARY OF CONCP.ETE TEST RESULTS
Project: The Antlers at Vail
Location: Upoer level parkinFSlab on Wooden Deck-Between lines C-E. 4.7-5.2
12364 W. Alameda
LAKEWOOD
(303) 98e-1223
(303) 989-0204 FAX
SILVERTHORNE
(970)468-6933
Total Cubic Yards: 25)
Supplier: B & B
Slump: 5 1/4 inches
ConcreteTemperature: 73oF
Test Date: 8/15100
Age (Days)
3B
5B
288
288
28W
Ticket No: l47l
Air Content: 1.4%
Mix Design No:
WetUnitWeight:
3 0l q0250
l(AAnnf
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Air Temperature: 67"Ft
Time Test Taken: 9:25 am
Cylinder Compressive Strength (psi)
4625
5525
5420
i)J)
6t70
7B
7B
7W
I
cc:Rob LeVine-Antlers, Kevin C. Duncan- Casson B[ilding; Dan Havekost- Havekost + Assoc. Sheet 2 of 4
. ati[.*S$r:idr!i*...r"'
KoeOlein Consutting erflneers, tnc.
Consulting Geotechnical Engineers
12364 W. Afameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) e89-1223
(303) 989.0204 FAX (970)949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Parking Slab on Wooden Deck. Sample Retween I ines 8.8-F.2/5.2-6.2
AVON
(970) 949-6009
SILVERTHORNE
(970) 46e-6933
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 how cure in open box, W= Initial 24 hour cure in water tank
Total Cubic Yards: 11-6
Supplier: B&B Exc.
Slump: 4.75 inches
ConcteteTemperature; 78oF
Test Date: 8/15/00
Age (Days)
5B
7B
7B
7W
288
28B
28W
Ticket No: 1482
Air Content: 1A%
Mix Design No: 30190250
Wet Unit Weight: 149.6 pcf
Air Temperature: 73"Fi
Time Test Taken: 1 1:55 am
Cylinder Compressive Srength (psi)
5210
5? RO
5455
6155
J
cc:Rob LeVine-Anders, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 3 of 4
t<oe0lrtein Consulting erlineers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Sulte 135. Lakewood, CO 80228-2845
LAKEWOOD
(303) e89-1223
AVON
(970)949-6009
SILVERTHORNE
(970) 468-6933
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-5178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper level oarking-Slab on Wooden Deck-Between lines G-G.5. Beam pocket @ line
G.4.7-5.2 and 5. G.3-G.5
Total Cubic Yards: 262
Supplier: B & B
Slump: 3 3/4 inches
Ticket No:
Air Content:
14q3
t.4%
Mix Design No: 301q0250
wet unit weight: 150.3 pcf
Desiga Strength: 6000 psi @ 28 days
REmarks: B= Initiai 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
ConcreteTemperature: 78"F
Test Date: 8/15/00
28B
28B
28W
cc: Rob Levine-Antlcrs, Kcvitr C. Duncan-
Air Temperature: 80oFt
Time Test Taken: 12:50 pm
4190
5395
5505
5520
6750
Casson Building; Dan Havekost- Havekost + Assoc. Sheet 4 of4
Age (Days)
3B
5B
,IB
7B
7W
4rt.
KOECHLEIN C ONSULTING ENGINEERS, INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antiers at Vail
Job No. 00-060
Report #: 47
Date: 8/15/00
Sheetr l of 1
Weather Conditions and Temperature:Cloudy,78"Ft
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the retaining wail footing for Unit
122 on lines G.5-K/5 and IV5-6. Inspection results indicate that the footing has met project specifrcations as
per shop plans, figures for wall UL26 to UL30, and footing D diagranl. Field engineer also inspected the
foundation walls on lines E/0-1.9, 0/E-F, F/0-1, D.6/F,11.9, and D.8/1-l,9. Reinforcing placed as per shop plan
diagrams for Wall-UL I 5 to UL I 8. The forurdation walls have m6t project specifications.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havckost-Havekost+
Field Observer
KOECHLEfn C ONSULTING ENGTNEERS, INC.
Renort of Constnrction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job ){o. 00-060
Report#: 47
Date: 8/15/00
Sheet I of I
Weather Conditions and Temperature:Cloudy, TSoFt
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the retaining wall footing for Unit
122 on lines G.5-K/5 and IU5-6. Inspection results indicate that the footing has met project specifications as
per shop plans, figures for wall UL26 to UL30, and footing D diagram. Field engineer also inspected the
foundation walls on lines Ei0-1.9, O/E-F, F/0-1, D.6lE/1.9, and D.8/l-1.9. Reinforcing placed as per shop plan
diagrams for Wall-UL l5 to ULl8. The foundation walls have met project specifications.
Verbal Communication:
Copies To: Rob LeVine-Antlcrs, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates
Don Sneeil William H. Koechlein, P.E.WField Observer
foe0rlein Consulting efrineers, tnc.
Consulting Geotechnical Engineers
12364 W. Afameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
(303) 989.0204 FAX (970) e49-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Projecl The Antlers at Vail
Location: UpFer level parking-Slab on Wooden fieck-Retween iines C-F, 4.7-5.2
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
(970) 468-6s3e FAX
Project No: 00-060
Total Cubic Yards: z6s
Supplier: B & B
Slump: 5 l/4 inches
Ticket No: 1471
Air Content: 1.4%
Mix DesignNo:
Wet Unit Weight:
301q0250
150.0 pcf
ConcreteTemperature: 73oF
Test Date: 8/15/00
Design Strength: 6000 psi @ 28 days
Remarks:
)
a
28
28
Air Temperature: 67"Ft
Time Test Taken: 9:25 atrr
Cylinder Compressive Strength (psi)
4625
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 4
Assoc.
Age (Day$
tft'rft nHg*&,ti*ie.,t-.., -
12364 W. Alameda
LAKEWOOD
(303) 98e-1223
(303) 989-0204 FAX
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Unper level Jrarking-Slah on Wooden Deck-Retween lines G-G.5. Beam pocket @ line
G. 4.7-5.2 and 5, G.3-G.5
Total Cubic Yards: 265
Supplier: B & B
Slump: 3 3/4 inches
Ticket No: 1403
Air Content: 1A%
Mix DesignNo: 301q0250
Wet Unit Weight: 150.3 pcf
ConcreteTemperature: 78oF
Test Date: 8i 15/00
Design Strength: 6000 psi @ 28 days
Remarks:
Air Tanperature: 80oFt
Time Test Taken: 12:50 pm
Cylinder Compressive Shength (psi)
4190
)
7
28
28
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 4 of 4
Assoc.
roettein Gonsulting efiineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2845
AVON
(e70) 949-600e
(970) 94e-9223 FAX
SILVERTHORNE
(e70) 468-6933
(970)468-6939 FAX
Project No: 00-060
Age (Days)
il?-.#,{aiitff #*iidra:,,*
xoettein consutting Efrineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228.2845
LAKEWOOD
(303) 989-1223
(303) 989.0204 FAX (970)949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Ilpper level narking-Slah on Wooden I'teck-Retween iines C-F, 4.7-5.2
AVON
(970) e49.6009
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: ?Si
Supplier: B & R
Slump: 5 1/4 inches
Ticket No: l47l
Air Content: 1.4%
Mix Design No:
Wet Unit Weight:
301q0250
150.0 pcf
ConcreteTemperature: 73oF
Test Date: 8/15/00
Design Strength: 6000 psi @ 28 days
Remarks:
Air Temperature: 67'Ft
Time Test Taken: 9:25 am
Cylinder Compressive Shength (psi)
)
28
28
I
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp,; Dan Havekost- Havckost + Sheet 2 of 4
Assoc.
Age (Days)
4625
l(oelrtein Consulting Eftineers, Inc.
Consulting Geotechnical Engineers
Pftwy . Suite 135 . Lakewood, CO 80228-2845
AVON
(e70)e49-600s
SILVERTHORNE
(970)468-6933
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
(970)949-9223 FAX (e70) 468-6939 FAX
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upfer level narkin&Slah on Wooden Deck-Retween lines G-G.5. Beam focket @ line
G, 4.7-5.2 and 5. G.3-G.5
Total Cubic Yards: 265
Supplier: B & B
Slump: 3 3/4 inches
Ticket No: 1493
Air Content: 1.4%
Mix Design No: 30190250
Wet Unit Weight: 150.3 pcf
ConcreteTemperature: 78.F
Test Date: 8/15/00
Design Shength: 6000 psi @.28 days
Remarks:
Age (Days)...._-
)
I
28
28
AirTernperature: 80"Ft
Time Test Taken: 12:50 pm
Cylinder Compressive Strength (psi)
4190
cc: Rob LeVine-Antlen, Kevin C. Duncan- Casson Building Corp. j Dan Havekosr- Havekost + Sheet 4 of 4
Assoc,
KOECHLEIFCONSULTING ENGINEdRS, INC.
Report of Construction Activities
To; Jack Berga
JT Berga and Company
P. O. Box 6i78
Avon, CO 81620-61'78
Project: The Antlers at Vail
Job No. 00-060
Report #: 48
Date: 8/17/00
Sheet: I of I
Weather Conditions and Temperature:Sunny, T4oF+
Construction ActivitiesiObservations :
Field engineer arrived on site as requested to inspect ihe rebar in columns. Columns Cl/A, CllF , C lAi, C l/P,
& CliR were inspected. Rebar size and configuration match the drawing specifications.
Verbal Communication:
Field engineer spoke with Joe, with Casson, and informed him of the inspection results.
Copies To: Rob LcVine-Andcrs, Kevin C, Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates
JeffJones William H. Koechlein, P.E.WField Observer
:r
r-)
o
,J
t)
F
a.J
z;
=,-
9q)-E
o-.-€
,.2
tc
:):
3>
.J1 E
1=:! -=?4
L.9=
=.?=-=?za
e9
., .J|o3ir .r
>r1,..=
'r .=gi
e=
=-txl
2
;3.: r.r-o.:.>
99
'JaF.x;
3EE;!p4 E i:x<=
_<!vifC:.rE: E;-t-_'_
=:o5r€vr
rcl r-llJ ta L__l
U)
,2,
,a
(J
z
a
a
2
2
r.I;:9:PX
3rE
(,
.EESo 3v
oc.;t\
?.E :
-:5
€
h
J
E 9-::;^.=.E=S:ocvozv
.i
=>E >.;c'ii^i-e
E
co
= 5:35 r.yt e3
o
I
og
F.
q
J
€
r.i
t\o
ee o\!f
c)
{I
j
J
a)
c!
d
U
O
A
ri
{,X
v,o
$o
o
F
u,c)
QoU
x
.J)
I
A
x
t.
3
,J)
O
'i?
U
.gtl-o>o
E:iHAE
-(! !-<!t
6rt-oE€
-(lz>
:
:-\ 27r
'= ta
-2o!=
>o
s.J
EE?=no
ql 9
zz
6SqJo
ti t-
00
Fa
o
€
a
{
U
.9A
ji
'a-{z
*t'Esrri
=?c9
st.,
s g.E
;IE'iets
c 9'a
Ef *
.E8lGl rE
:EEA=t3-:'[3r
E€3
-oi{E s
Esg6 s.:
-F kl cr- 2.9
H€{
E}E:sg7't -^
EE !
l:
IE
;
=
t
2
I
o
2
9
x
2x
5
I
I
a-
9I5l
.:" 5 ,rl
rel
95 'Eir:gr\3v .-\
a ^.<:,:xl hr/
=: \-! = --?-;=i it
z >. ,!:=i4^5
=?
^6)?49C02=
:0-
/-l cJ
.n3
=E.=o:g-oat c)E art
u10
i:=E't
?-aJe
>r cOtrc*(q-*eFoci-$
-r-- E6-
F, ll xQo 90; l/
CQ 6-;rro g
-;'-P.<
6F
Koaflein Consulting EOineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project: The Antlers at Vail
Location: Boiler Room Foundation Walls. Line 7iE.8-G
(303) 98e-0204 FAX (970)949-9223 FAX (970) 468-6s39 FAX
AVON
(970) 94e-6009
gIWEEIHABNE
(970) 468-6933
Project No: 00-060
FAILING TSST
SUMMARY OF CONCRETE TEST RESULT-S
Total Cubic Yards: l0
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 74"F
Test Date: 8/18/00
Age (Days)
7
28
28
56
Ticket No: 1668
Air Content: 6.9%
lvlix Design No:
Wet Unit Weight:
7rloF+
l:45 pm
N/A
140.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Cylinder Compressive Strength (psi)
1r 75
3930
3590
4360
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc,
'tnf", t J t
xoe?rrlein consutting e!!in"ers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Boiler Room Foundation Walls. Line 7/E.8-G
(303) e8s-0204 FAX (e70) e4e-e223 FAX (e70) 468-6939 FAX
AVON
(970) 949-600e
.SILVERTHORNE
(970) 468-6933
ProjectNo: 00-060
&ULING IEST
SUMMARY OF CONCRETE TEST RESULTS
Total Cubic Yards: l-0
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 74oF
Test Date; 8/18/00
Ticket No: 1668
Air Content: 6.9%
Mix DesignNo:
Wet Unit Weight:
?00F+
1:45 pm
NiA
140.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Age (Days)
5IZ)
3930
3590
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 1 of I
Assoc.
1
.!.6
z6
:-
*\
.:i
*,
7
a
.ec
:)t.L al
3;
-! c.
i.):
,J
'3?
9
2
PI
:o
tr.
-::=-:!za
-iJA2
i-A
-2'! :!aJ-
.:n
i;1
t t4t
2
;3
.: rr'-t
'a:
9-f! :,1 )2i EE?iti
2:.'E ii;<:
"=::EEEE
-a='_
=:ot
f-'1 l9 T"1t-J rz_:,1 t-J
(t)
-
vt Q
I
O
9-
Q O
2
-':a=9X;)=
c-c\t--6 oo
9-
:=s3 €v>v
nr-r,-\a oo c-
r,'E 6'-:€
al (\l €€A
=--
==e,-...'.tr.E E S:9 3vc-v
co
oo
oc
oc
rc
Q
e€oo
E-: >,.; c': a.i
-3
oq
e.l
oq
C.l
oq
ol
oo
c.i
€
<.i
E g^
= 5:a5 s-5
(.)ll +l
c.)
]t n
Fl
<G
rt 't:
a.E
;;lI.
au)
2orii c.=6i
(\
t\l
(&
z
rc)
I
-icl->E
;=E!
6a Cc
A,E
;;:()-c
fd
9o,i\ -c
"xhz
id3t"B;
EY
.^6.g>
.xe
o.=>z
1u)
7;
F}
N
ao
7
.{)
ee al !t'
tr
lo
<J
O
)4
I
rt)
FJ
h
U'q)
EL
li
F
'U)
U
o
9Y
5J'ac
2A
?jt
.llE
!!F
p?tr=zz5
:or[ .85'c h.EvlOEE! HH
= f !z :;ltYOi iE
c0
-
t)
z
I
C]q
.>
loclo\t:
t;IFla
l<
to
?
o\
a{
Q
li
a,(J
IA
.26
;;
9-6
e3
!;
,! e
ifra
E H'E'is€
E+ F'i 9.Esg
:EE€a:4xi
8?-g
o-l lIEE
HiE69:ct;
I .qa 2,2
E.E
ESE;P€7',; t.EbI
ll|,EZ A
t;
I
3
z
u
r
I
g.
!.c
a-
--
:9€crE==€
= '-t ht (1r -= _crt -= z:-l F
=t -
A :i SF €;; ;2 i:
sit 6 .J7
*lJ 5 t-:=.: xt 0) iv
=:'Jl 2::1L=lA-.taEEi:t=<>
irEz >, .!
=E5-
=EA
')p
?=e302a
:O-
t-l .9rnE.:a
=s-oo, c)
= rtcvOu
===t9q:-q
Xoog f-'C6:9eEo
9rEgFE:f d Axo 30; rJ
CQ UH;rrc g
-i'-rF.<
dF
KoeOlein Consulting eQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Ph,vy . Suite 135 . Lakewood, CO g0228-2845
LAKEWCCD
(303) e8s-1223
(303) s89-0204 FAX
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project: The Antlers at Vail
Location: Boiler Room Foundation Walls. T ine 7/8.8-G
(970) 94e-9223 FAX (970)468.6s39FAX
Project No: 00-060
SUMVIARY OF CONCRETE TEST RESULTS
Total Cubic Yards: l_0
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No:
Air Content:
Mix Design No:
WetUnitWeight:
| '4S nm
1668
6.9%
NiA
140.8 pcf
ConcreteTemperature: 74"F
Test Date: 8/18/00
Design Strength: 4000 psi @. 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
3125
cc: Rob LeVine-Antlcn, Kevin C. Duncan-passon Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
7R
?R
r :,,i t
^-i
*
*
i:'
lrl
a)
7
a)
,J)
()
i)
i-
>.;
-'5
':i ;:
€a
?2==,rt,J aa
t7
YE
€
:)
:t
6
L.?=-- .==-=!:ZC
J9tta
i-
:=.gt=rt-
:3E
xl
?
;3.=r
=?!toct
a:r=
€t ;c-:E:
z:t>212 ,x:<=-A
== ::
.E:E;:-i/t: _:E:-c=
--rrr! a!
v,
I
2
.l)U
*
-
Q
?
=-.:a :.1
-a!')=rE
U
sr-
;:sc 3v
t.-
ao
i'E 5
"ae
..i
oo
N
F
,.1
Ei:^.=.E E S: c ovozv
oo
oc
oq€
=>E >. ,; a.=! E ?a':s
E
€
N e
C'.1
a,4 €^= '=:.+5 s.!
rl:-.i
v)
o
U)
€oie
0cGl(tz
(,) :
5>
B
c.t
oo
N
c\
(J
iJ
8Z \o c-
Ir)
()
I
Q
v
7'
!)
so
q
t-
.A€)
o
Q
a-4;
.i;1.di=
(.) :. >)
J3E
^3Y-!-go
*=!tX-6:ta,,-1 -C:l*Fi.z,- -- trr3a
(9
.9 I
FtE
SPAEfx!,-ieZAEtt2;
,=t
a->c
=a)EA:tr
drO
zz
loo
IYl^
l>fr(n
o
IA
€
6l
2q
U
.J
o
t: -€
lE ; i
lJ :.a =lr { i
l: i !-
tg q';
le7 zli p j
ir ;:
E;€
3::.Eif,,i
;gi€
€ E::!jiif
;.E | !
€Ta:;ia€e 53 r
; E;E
EEI i
:HgE
:E EE itl'.€
EF€3
sEii
IL
2
N:-- b
"E€3! -:,q I;tlnE
g.id
;3;F€
>1 F. XH;;=EJsiE.E:
="'iEi;z;=zz >,.!
-5=!'
=:;
2"
a3?=9otr9=
3!-
rc .g.aE.{6.3=o1,?
i'J P
'E=
5..
t.c
>r oOtr C..c!-3eFo_v 6l:r:-;G*i.-a te ^- Af d AYo 30 -x \Jo b* -:vmA iE-Y Y*L0.<
cF
KoeOlein Consulting eilIineers, Inc.
Consulting Geotechnical Engineers
12364 W. Afameda Pkwy. Suite 135 . Lakewood, CO 8022g-2g45
(303) s89-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Columns atI inesn.616.2-F.216.2, F.816.2-F.216.2,F.qrc.2- G.416.2- C.5/6
LAKEWOOD
(303) 989-1223
AVON
(e70) 94s-6009
SILVERTHORNE
(970)468-6933
(970) 468-6939 FAX
Project No: 00-060
Total Cubic Yards: 5
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTemperature: 84oF
Test Date: 8123/00
Ticket No: 1744
Air Content., L.4%
Mix DesigrNo:
WetUnitWeight:
TROF+
4:04 pm
30190250
148.4 pcf
Air Temperature:
Time Test Taken:
I
Design Shength: 6000 psi @ 28 days
Rernarks:
Age (Day0
28
28
6630
cc: Rob Levine-Antlcrs, Kevin C, Duncan- Casson Building Corp.; Dan Havckost- Havekost + Sheet I of I
Assoc.
roelllein Consulting efiin"ers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
I nvoru
(970) 949-6009
(303)989-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Col]umns atLinesD.616.2.E.2l6.2.E.8l6.2.F.2l6.2.F.o16-2, G'416.2- C.516
LAKEWOOD
(303) 989-1223
SILVERTHORNE
(970)468-6e33
(970) 468-6939 FAX
Project No: 00-060
Total Cubic Yards: 5
Supplier: B&B Exc.
Slump: 5.0 inches
Ticket No: 1744
Air Content: 1.4%
Mix Design No:
Wet Unit Weight:
TROF-L
4:04 pm
30190250
148.4 pcf
ConcreteTemperature: 84oF
Test Date: 8123100
Design Strength: 6000 psi @ 28 days
Remarks:
Air Temperature;
Time Test Taken:
Age (Days)Cyiinder Compressive Strength (psi)
OOJ U
8070
8370
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost - Sheet I of 1
Assoc.
7
28
28
KOECHLETCONSULTING ENGINEKS, INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P, O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report#: 52
Date: 8/23/00
Sheefi I of 2
Weather Conditions and Temperature:Surury,58oF+
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct a rebar inspection for the upper parking level columns.
The columns on Lines C.5/4 & C.5/5 required inspection. Inspection results indicate that the rebar has met
project specifi cations.
Verbal Communication:
Field engineer informed Paul, with Casson, of the inspection results.
Copies To:
;v
$\
.:
i\
a)
i)
C)
o
o
X
a
?:
>:.€;<:
o <,)(JE
tq ;-
t.=
IlsJ LJ
z
n.i.: ri.r-O
.e.ii
--t)..Er5
3aia:ou):--
'a16E 8t>l.e
=r=
.7t ,e a
an
-2
:.1
-ix€=:
=t{e5.E
=+g:59j==2tz
,rai9ra
'i>a
r€-()A 4ts
'rli
:'a:)
,? lq:€ i'=- c sJi?=5€g"i
.!- ==
'i!=,j.rc ;1 lE.t;\i
ti4.3-
,a .! I 547 = =ir !;x$lri:to J =;.r -) G E
e
v)
t
O
;t
I
(.)U
c,)
a
(J
r*
(J
:.!53!r:
.e=
U
ol
!)-
.3 =o\I Cv oo
\c-(--
c:€c-
lE3
"ae
.q
c.l(\c-(\l
rli
C-.1 +
11
!!:^.=.EES
= c ovczv
co€e
oo
€
oc
o0
ca
o9
oo
:>,
= >.; c-za=9e-:e:
e
(\.1
oo
(\l
.q
e.l
co(\oo.i
eE O^E =:F5 t.y
+lq
GI
+{
N
n
c.i
'1-l
N
+l
6l
o 6
ol
oq
.b
€
it
.o
q)
:t
,()F
l.
vt
n\(\
@
vg
=1
'n (ltri)
{s
EE 6 \0 \o GI\o
O
50
.o
O
o
q
!Z
?,
,1
Fa
€)
o
o
F
u)
o
B
.l
J
!.
E
z
.E-g?.H;.=>o3E.a?i *
fiE
''ir<tPE
E!E
)a
..:{2o-
o?
tEg 'J)
:-r
f-] -a
l !
-t;
'= '4
10p
>c
s(J
4aL-CrqO
o9
zz
6t!61
c)9qr
FTF
ao
A
.A
o
u)
\o
Aq
L)
(]
tt)
.2;
gi
'a9i
g6
=4
;42;giE:€:49E= F
E;EE xE:EEa=-eErt
8E!x€ I9ao
EsE
a e,'7
I ..:
= 9.2
*.9 B.i E;
i.r€.crE
E6 a
t:
=
?
t
2
d
;a
o
<N i:
to h:o 6t z
- s>O 251 -'! -: .q.ti 'JD -l r<
EdC',
fi3; F€XE >i
01 .Y E.!;.,{lEE *5
=:\Jl =l:J
=!=lEEisd.tEz >, ,i)+=€':=A
!s
?eog09cE r-l
3O-
3J .g
?p=-=
:i qJ
=:46
= rt
Uoo
:=
E ttt
l_a
CF(!t-*v?E*I:F:
.r=vdb) xOo 60 -: v:l bH irPo Isqd<
53
Koeflein Consulting EnJneers, Inc.
Gonsulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
LAKEWOOD
(303)989-1223
AVON
(970) 949-6009
SILVERTHORNE
(e70) 468-6933
(303) 989-0204 FAX . (970)949-9223 FAX (970) 468-6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-050
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: ITpper I evel Parking Slab on Wooden Deck. Sample Retrveen I ines F.2-E.5, ?-3'3
Total Cubic Yards: N
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 6qoF
Test Date: 8125/00
Ticket No: 1812
Air Content: 1.2%
Mix Design No: 30180250
Wet Unit Weight: 14q.4 pcf
4{oF+
6:52 am
Air Temperature:
Time Test Taken:
Desigrr Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
288. 28BJ zsw
4635
5280
Age (Days)
cc: Rob LeVinc-Antlcrs, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet I of 3
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: n
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTemperature: 67"F
Test Date: 8125100
TicketNo: l8l8
Air Content: 1.3%
Mix Design No: 30180250
Wet Unit Weight: 150.2 pcf
450F+
7:50 am
Design Strength: 6000 psi @ 28 days
Remarks; B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)
3B
5B
7B
7B
7W
288
28B
28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building: Dan Havekost- Havekost - Assoc. Sheet 2 of 3
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
4325
4960
KoeClein Consulting Entneers, lnc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2845
AVON
(970) s49-6ooe
(970)94e-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMIvIARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper I evel Parking Slab on Wooden Deck. Sample Between Lines F-F.4. | .9-3.2
Xoettein Consulting Entneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (e70) 949-9223 FAX (970) 468-6s3e FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper T evel Parking Slab on Wooden Deck. Sample Betrveen Lines F-F.4- 1.Q-3.2
AVON
(970) s49-6009
SILVERTHORNE
tY / u, '+o6-oYJJ
Total Cubic Yards: Jjz
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 73oF
Test Date: 8/25/00
Ticket No: 1827
Air Content: 1.0%
Mix Design No: 30180250
Wet Unit Weight: 150.2 pcf
''tzt- Ff
9:07 am
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B-- Initial 24 hour cure in ooen box. W= Initial 24 hour cure in water tank
Cylinder Compressive Shength (psi)
4135
4830
3B
5B
7B
7B
7W
288
28B
28W
1i:!
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 3 of 3
Age (Days)
:-'.:.;i'l,l' '
,."rf
r,
roef,rein Consutting enlineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80228-2845
AVoN i suvenrnonrue
(970) s49-6009 (e70) 468-6e33
(970) 94e-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SLIJ',4I,LARYAEW
Project; The Antlers at Vail
Location: Columns atLines G.315.D.615.2. E.215.2,E.8/5.2,F.215.2-Gl5.2.D.6/4.7,D.614-D.613
Total Cubic Yards: 5l
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature; 83oF
Test Date: 8/24100
7B
7\ r'
28B
28B
28W
12364 W. Alameda
LAKEWOOD
(303) e89-1223
(303) 989-0204 FAX
Ticket No: 1797
Air Content: ]r5%
Air Temperature:
Time Test Taken:
Mix DesignNo: 30190250
WetUnitWeight: l50.0pcf
TqoF+
4:24 pm
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W: Initial 24 hour cure in water tank
A-ee (Days)
6245
'7060
8375
8l l0
8535
cc: Rob Le\rine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
KoeClein Consulting Enfneers, !nc.
Gonsulting Geotechnicai Engineers
Pkwy ' Sr.rite 135 . Lakewood, CO 80228-2845
AVON
(970) 949-6009
(e70) 949-s223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUIvIIVIARY OF COI{CRETE TEST RESULTS
Project: The Antlers at Vail
Location: Cofumns atLines G.315,D.615.2. E.215.2-8.815.2.F.2/5.2. Gl5.2"n.6/4.7.D.614. D.6/3
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970)468-6933
Total Cubic Yards: 5l
Supplier: B&R Exc.
Slump: 4.0 inches
ConcreteTemperature: 83oF
Test Date: sl24l00
Ticket No: 1797
Air Content: 1.5%
Mix Design No: 301q0250
Wet Unit Weight: 150.0 pcf
Desigrr Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Air Temperature: 79'F+
Time Test Taken: 4:24 pm
Cylinder Compressive Shength (psi)
6245
7060
Age (Days)
7B
7W
288
288
28W
cg: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I I
Assoc.
x
\q)
jv
:s\
q)
g0
ri
*:
&
rtl
,J
q)
()()
a
c
!r..!at] 0
l:-r3zi
eqJ
"?l-
t9
.=
9F
a!:
=-txl
= '-.-:': ;.: rr'iie!
"Ai
o<Fxi.i aE:i=z=ai
'tt 4 :, a'l2-. = ix:<=ii--A
--r.vT: c a;3EF.--L-Fla::
=:-6=t-t |V| r-lt__J tz_)t t--J
th
a,
!r
9";
::-
-?22 ei
=
--^ L
zz.-* ?
=iE.:tr=.= E
'J?=-
'. -'= =."- ;;?-j ) -
- .l >r '=3-;X
--O c *I=JE
a i4 4
E
^ -=!.= = -=3)^';": .= icr*-o,c q q
=l i F;iEz3r€ 3i:I;t;al 5;1 :
:t.-a9E i 9:a'J ,= =,n).,-c.1 _?, 2
?i=.4-^il339
F
a
;tf9Eco
>
4=;t:
!rc
+*
>;
>
€
-.:e=9:q)=
+
lr
-! Q)^.E:S oo c1
r-
i"; I-xe
cl
f-F-
-
E E:--=i-'
.E.E E S
= o ov
Ozv
oq
ca
0a€a,
ac
:>lE >, '; c':a.Q-a
aq
a{
oq
ol
og
c.l
E c,a.
= 5!:+5 s.!
K :\J
+lq)'1'lo
r.t
I
$
I
-l
\o
:tts
Q
F
J
I
;,r&z \o \o
Q
GI
O
cl
)4
^t?pg
q).:
=n<z6<tr+>Aq.v
=cl&,.i.. =o6liJrt)6>ai nt
_eH90
flllior,-
x
o
U)
(J
U)
(u
q,
3.J
='-
=..-9
?.:l
5'=
all '
@
F
a
.FF
EY'ii )'
a9
q
I
H;>o
?i *gE
d:!,-
.rE
E!a2;
'= vt15'E'i:!t
:'t5FO':L E*--tr,9 -.! ,e;t-v:rrt-
F!!
EE
.9Zz
F:=
tE sl !t'i,!Gro64A.a./)FF
.2a
*P
;E
t5
rpB
sB.,.
s g.E
tgE'Es€
ir E
E? EE >.tr
3EE.i= cI,!?t3r
9= !.
-o33EE
6-9
E a.:6c:
-F !I .ara 9.9
Hf{
-B s3lg€!'l r€bES!oEE i
E
9
.
J
a
oa1
{, cr'5-E:.qE- ,tt n4
6,r
n g*E€-' I c ) Et{Cr Aq,I .!-! € =KZ...".': -,r =i = !.i vx: wl c,g _-i:a=l :;EtsEtrIi<>
;ERz >,.!aE4'
=E;
2p
^q)?trc] 5.03s
l!-
3l .grnE.1e:E70?()E frrovQ10
9EE U,OE1-ovv
riF
396Ror9
.4'^-
d=\.epol xOo :o; \,/C0 b*;*cao F
=l- . -*il-A<
:jF
AVON
(e7o) e49-6009
SILVERTHORNE
(970) 468-6933
(303) s8e-0204 FAX (970) 94e-s223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No; 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Parking Slab on Wooden Deck. Sample Bet'ween Lines 8.2-8.5, 2-3.3
Total Cubic Yards: ?A
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 69oF
Test Date: 8125/00
Ticket No: 1812
Air Content: 1.2%
Mix Design No: 30180250
Wet Unit Weight: 149.4 pcf
450F+
6:52 am
Design Strength: 6000 psi @ 28 days
Remarks: B= lnitial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Age (Days)
3B
5B
/E
IE
7W
288
288
28W
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
4635
5280
5655
5870
6245
7r25
6925
7715
roefilein Consulting enfineers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
I-AKEWOOD
(303) 989-1223
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 1 of 3
Xoe?rlein Consulting efiineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
TtAKEreAA
(303) s89-1223
(303) 989-0204 FAX (970) 949-e223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level ParkingSlab on Wooden Deck, Sample Between Lines F-F.4, 1.9-3.2
Total Cubic Yards: 12
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTernperature: 67"F
Test Date: 8125100
5B
7B
7B
7W
./.6tr
28B
28W
Ticket No: I 8l 8
Air Content: 1.3%
AVON
(970) 949-6009
Mix Design No: 30180250
Wet Unit Weight: 150.2 pcf
450F+
7:50 am
SILVERTHORNE
(970) 468-6933
Air Tanperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
4325
4960
))J)
5520
5750
7010
7400
7870
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 2 of 3
roetlein consulting efiineers, lnc.
Consulting Geotechnical Engineers
Pkwy. Suite'135 . Lakewood, CO 80228-2845
AVON I SILVERTHORNE
(970) e49-6009 (s70) 468-6e33
(970) e49-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Parkinq Slab on Wooden Deck, Sample Between Lines F-F.4. l.a-3.2
Total Cubic Yards: B2
Supplier: B&B Exc.
Slump: 4.0 inches
l] i.i:.
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Ticket No: 182'7
Air Content; l.0o/o
Mix Design No: 30180250
Wet Unit Weight: 150.2 pcf
540F+
v.t | ,t r!"h
ConcreteTemperature: 73oF
Test Date: 8125100
5B
'IB
,IB
7W
28B
288
28W
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 dal,s
Remarks: B= Initial 24 hour cure in open box, W= Irritial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
4135
4830
1970
5040
5485
7035
ou 6)
7505
Age (Days)
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 3 of 3
\
ig
:S
\
\
\
!\
v
o
o
<.=
t=
! i..i'
1) .-
= '-
-i 'J>x
'.-,.2 =:9'i 5- : .-e'
=€.9 g
|:X!.1
ilnvcl t:r
ctt=?
/rt .= o596:o:f=?l= aiI Q€
L.cr=5c
=--a!+tr
- c,,
.. /..\
>rt
?;:!rF
- txl
t!
== ':,:: ;I,:L
a4a:
irrF:?i2i :2?zii1E;xx<5)--A
--tv?: O:J
TEEE-a z'-
=:-c=r6!vr
r-t a-tLl tlL_l
a
2
l-.
F
v)
q)
U
+
c)I
Q
-.:tr :.'1e=!rx
f.i
U
.EES l--
€
-'; q
':€
oi
\o c\
a.l
ts
rl
Ee-::6^.E.E E S:covo-v
09
@
oq€oc
aa
=>tr >'r '= (-'r: E 3i-As
@
a.l
@.i oq
c.l
E O^
= 5:?F:9.!
+lq)'T'lq,
!!
{)
e
I
a
rl.1
..1
R
a.lr'i
(u
F-\o:lt
q)F
tu
ee F-oo\o
U
d!
O
ri
!)
M-t?thyn6
oi<
9.n
^>=(ge+..=o6
ral,r>iu((|
o:f r a
+i
c
i.
U
6
q)
I
i., i4t
^i:i1 ic
,.. ;YciE
lJrl
-i.Acx .d t,
< .= o,4q--<)J
j;
u
=!?-ttr!.i'?E>osE,i
E g F.ao€zh h uqpE i !€2 2 ;:€!:oF F EET sEE
oo
FU}
a
:'J
a
c)
q
(J
IA
.2a
s .i'ri
9jj
set
-=
9g
sil ,
H I€
as€
E.! F
.EnglE xE
;EE'i€clrrg -t8Er
rt a
Esq
N;Aat60
I . ri:
a,-9
H€€
ESE:!€a'i *.Eba
5€ s
6
r
;
3
I
I
a-
Qlo00r
= 1.',, :'t . !1 -t
= lr rl i:
-A = .q{ ('r
= oFl -_
r9?=c-' I F > Et-Jx-oae \.c
=:3fri!5tiz >, .9-6=!'EA;
2p
^c)?1o 0.0:so!-
El ,g!ntre+;E?o4AEl r,tovug0
:lEt,
:-q
00c*
o6l€\Oc\-G*
XQxL/
-i:\-,/ >A:<
C'
(,)
^r=i-a 'e
obo
HC)
JCQo.dF
oF
KoeJlein Consulting ErtJneers, Inc.
AVON
(970) e49-6009
(970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper T evel Parking Slab on Wooden Deck- Sample Betrveen Lines E.2-E.5.2-3.3
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 9022g.2845
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
Project No: 00-060
Total Cubic Yards: ?&
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperafure: 6qoF
Test Date: 8/25/00
12364 W. Alameda
LAKEWOOD
(303) 98e-1223
(303)98s-0204 FAX
Ticket No: 1812
Air Content: 1.2%
Mix Design No: 301802-50
wet unit weight: 149.4 pcf
4 50F+
6:52 am
Air Temperature:
Time Test Taken:
Design Shength: 6000 osi @ 28 days
Rernarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
3B
5B
7B
7B
7W
288
28B
28W
4635
5280
)o))
5870
6245
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havckost- Havekost + Assoc. Sheet I of3
Age (Days)
._ *-.-*5,;- _ . -. ., -,, .:.- 5";:;-:---:---:':' ., . -
12364 W. Alameda
LAKEWOOD
(303) 989.1223
(303) 989-0204 FAX
SILVERTHORNE
(s70) 468-6933
Total Cubic Yards: n
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTemperature: 67"F
Test Date: 8/25/00
TicketNo: l8l8
Air Content: 13%
Desigr Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= tnitial 24 hour cure in water tank
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
4325
4960
5535
5520
5750
I
KoeOlein Consulting ErQineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 'Lakewood, CO 80229-2845
AVON
(970) 949-6009
(970) 94e-9223 FAX (970) 468.6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Parking Slab on Wooden Deck. Sample Betrveen Lines F-F.4. 1.9-3.2
Age (Days)
3B
5B
7B
7B
7W
28B
288
28W
Mix Design No: 30180250
Wet Unit Weight: 150.2 pcf
45:E!
7:50 am
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 2 of 3
Koeelein Consulting ElQineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO gO22g-294S
AVON SILVERTHORNE(s70)s4s-600e (970)468_6933
(970) 949-s223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level ParkinlSlab on Wooden Deck. Sample Between Lines F-F.4. I .a-3.2
Total Cubic Yards: 132
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 73oF
Test Date: 8/25100
5B
7B
7B
7W
288
12364 W. Alameda
LAKEWOOD
(303)989-1223
(303) 989.0204 FAX
Ticket No: 1827
Air Content: 1.0%
Mix Design No: 30180250
Wet Unit Weighl 150.2 pcf
540F'+
Q:07 am
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
4135
4830
4970
5040
5485
2$B
28W
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Buitding; Dan Havekost- Havekost + Assoc. Sheet 3 of 3
Age (Days)
Koeelein Consulting EnIneers, !nc.
Gonsulting Geotechnical Engineers
Pkwy . Suite 135 . Lakewood, CO AO22g-2945
AVON
(970) 949-600s
(970) 94e-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Parking Slah on Wooden laeck, Sample Retween I ines E.2-F.5- 2-3.3
12364 W. Alameda
LAKEWOOD
(303)989.1223
(303) 989.0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: n
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 6aoF
Test Date: 8125/00
Ticket No: l gl2
Air Content: 1.2%
Mix Design No: 30180250
Wet Unit Weight: 149.4 pcf
450F+
6'.52 am
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Suength (psi)
Air Temperature:
Time Test Taken:
4635
5280
5655
5870
6245
3B
5B
7B
7B
7W
288
28B
28W
Age (Days)
cc: Rob LeVine-Antlen, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet I of 3
12364 W. Alameda
LAKEWOOD
(303) 989.1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: n
Supplier: B&B Exc.
Slump: 5.0 inches
ConcreteTemperature: 67oF
Test Date: 8/25/OO
Air Ternperature:
Time Test Taken:
4960
f)J )
5520
5750
Ticket No:
Air Content:
l8l8
r.3%
Desigrr Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
I
KoeOlein Consulting Errllneers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80229-2945
AVON
(970) 949.6009
(970) 949-9223 FAX (e70)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: UFper Level Parking Slab on Wooden Deck. Sample Retween Lines F-F.4' l.q-3.2
Age (Days)
3B
5B
7B
7B
7W
28B
288
28W
Mix Design No: 30180250
Wet Unit Weighc 150.2 pcf
45.Fi
7:50 am
cc: Rob Levine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 2 of 3
KoeClein Consulting EnIneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper T evel Parking Slab on Wooden lreck. Sample Betrveen T ines F-F.4. l.o'3.2
LAKEWOOD
(303) 989-1223
AVON
(970) 94s-6009
SILVERTHORNE
(970) 468.6s33
(s70) 468-6939 FAX
Proiect No: 00-060
Total Cubic Yards: In
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 73"F
Test Date: 8125100
Ticket No: 1827
Air Content: 1.0%
Mix Design No: 30180250
Wet Unit Weight 150.2 pcf
540F+
9:07 am
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)
3B
5B
7B
7B
7W
288
288 |
28W
Air Temperature:
Time Test Taken:
4830
4970
5040
5485
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building; Dan Havekost- Havekost + Assoc. Sheet 3 of 3
KOE CHLEI!7 C ONSULTING ENGINEURS, INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 55
Date: 8/28/00
Sheet: l of 2
Weather Conditions and Temperature:Cloudy,77'F+
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for columns, laundry stair transition
wall, and the Unit 122 retaining wall. The columns at Lines F.3/2 & G.l/2 required 6 #6 verticals and #3 spiral
with 3" pitch ties. 6 #8 verticals and #3 spiral with 3" pitch ties were required on Lines El2-3,F.314, and G.li4.
The transition wall required 2 #5 verticals at the top with #5 at 12" each way.
Inspection results indicate that the columns, laundry stair transition wall, and the nit 122 retaining wall have met
proj ect speci fications.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Assoiiates
Don Sneed William H. Koechlein. P.E.wField Observer
q)
p
$
q)
U
bo
q)
E]
c,)
o
t4
i.:
C)
(A
I-]
o9
I 1!l
.t c!
'2.t1
|)q o.-:l;
q.)- Q9]H.= F;
q).4 c)
=t !
:r E'€
:.l F:
att=hx xc, = ::.li i:tr
|.,-:E=.:=-t!!za
J :,,.^ 'tl
i-
2=rc '=3F
,: :r
;E
2
:.1:'i I.:L
=9!t:. "ea:-:€" ;2,i 5
;;;;q*.;xx<J--<=!v-= i 3E- E,=.--Lii:-(a = -=E_6=-€vr rcl T-ltJ IAI LJ
a
2
I
'4
(,
O
?,
(j
E
(-)
€
=9.:
qr:!a9a
ft
@ @ @
.E;Sccvzv
\c-('.
-;9-;=
c.l
-
tr;:
= = E^,=,E;S:oovczv
€
od
oo
oo
oq
oo
:>Eh.;c-=LZ(JI.!e
a
oo
c.i
oo
c'i
€
c{
r O^
= 5:??b g.yt -9 <i
q)c)
!q
.,?
oo
q)
-l
"i
o\
J
a
e.|
o9
Q
o
'-l
Ed;z \o r\c\
o0
d
o
o
q)v.9??xq).:EO
<ac)<q+>29.V
.r>
=6x,l
l! -vt90L.J\o
6>at6.- r.i
OFr) A
-rl
F-
(J
v)
'
U)
.^ ':E;z
o
al) a:a,= .)
_o ':l
EF
!2?
E25I:oE' ga
E! $rErs!
=AEi
BgEE
F.J)
5
Eo at€ooo
E'sJl-99 g
oh-
.o;o\x€:
'i :0
FOa5€=EE
;ri
:c
\,E
.92
;!.iCE6l'g&
f ->rChF
.2 1
.r! ,.iin
C'r
8l
g'3
=;
oh:9i
;!E'EsE
E!6
E* *6l!
.E3lE tiE
;€G.i= g
8?rrr.t liEE
ssg
-F !g _,:a 9-t
E€{-a F3lp!;tiq'ii n'E
3.5 b
e
-g
7
9
E
I
d
Q.l c
oo (\
:o
Ii,3
..i ! ,4
-t c0
ol :dl YFt .Y _ ^nfl!sE
6t E;;A0aX:.lXl= hv-:vt t:..-ra aA91 -n'A? !: ;:'l .'i ; ieEr-i!/\-
.,C(Ez >,.!€E€': ^,i
?e,
^q)?eou)9c
CD-
kJ .9anq-'5.= CJ
=s-o24)E fA
Qoo
==3 'a,
g,ave
trFt
€F.
Ed6rQ
P=md ="9iri xQo oO; \J@ b-;rrd I;Ia"<
6
Er
Koeclfein Gonsulting EnSiteers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) 989-1223 (970) 949-6009 (e70) 468-6933
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Proiect No: 00-060
SUiVIMARY OF CONCRETE TEST RESULTS
Project:
Location:
The Antlers at Vail
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 3.5 inches
Ticket No:
Air Content:
t952
4.6%
Mix Design No: 30165201
werunitweight: 144.2pcf
ConcreteTemperature:'l6F
Test Date: 8129100
Design Strength: 4000 Psi @ 28 daYs
Remarks:
Age (Days)
28
28
Air Temperature: 78oFi
Time Test Taken: 2:18 pm
3460
4580
4645
CC: Rob LeVine-An$ers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost' Havekost + Sheet 1 Of 2
Assoc.
Koeclpin Gonsulting Enqiteers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 115. Lakewood, CO 80228-2845
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon. CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303)989-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVERTHORNE
(970) 468-6933
Project No: 00-060
AVON
(s7o) s49-6009
Project: The Antlers at Vail
Location: Columns
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 5.25 inches
I o(?
I Q0/^
Air Temperature:
Time Test Taken:
Mix Design No:
WetUnitWeight:
4:24 pm
Ticket No:
Air Content:
301 802s0
148.6 pcf
ConcreteTemperature: 76oF
Test Date: 8/29/00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
'tB
7W
288
288
28W
Cylinder Compressive Shength (psi)
6265
6275
7355
7590
7860
cc: Rob LcVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 Of 2
Assoc.
}f.
KoeOlein Consulting E{ineers, tnc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135'Lakewood, CO 80229-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Foundation Wall Doonvay at Line G.7-G.8/7 and Transition Laundry Stair Wall
AVON
(970) 94e-6009
SILVERTHORNE
(970)468-6933
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 3.5 inches
Ticket No: lq52
Air Content: 4.6%
ivlix Design No: 30165201
Wet Unit Weight: 144.2 pc'r
TROF+
?'l R nrn
Air Temperature:
Time Test Taken:
ConcreteTemperature: 76.F
Test Date: 8l2e/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)Cylinder Compressive Shength (psi)
3460
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
7
28
28
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) e8e-0204 FAX
xoetlein Consulting enlineers, Inc.
Consulting Geotechnical Engineers
Plffy. Sulte 135. Lakewood, CO 80228'2845
AVON swenrsonrue I
(970) 949-6009 (970) 468-6933
(970) 94e-e223 FAX (e70)468-6e39 FAX
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon CO 81620-6178
Project: The Antlers at Vail
Location: Columns
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 5.25 inches
lq57
1.9%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
660F+
4:24 pm
Ticket No:
Air Content:
30180250
148.6 pcf
ConcreteTemperature:'76"F
Test Date: 8129100
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
7B
7W
288
288
28W
Cylinder Compressive Strength (psi)
6265
6275
cc: Rob LeviDe-Antlen, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 2
Assoc.
KoEcHLErFlssNsuLTrW
Report of Construction Activities
Tor Jack Berga
JT Berga and Company
P, O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job ),Io. 00-060
Report#: 56
Date: 8/29100
Sheet: I of I
Weather Conditions and Temperaturel Cloudy, 67oF+
Construction ActivitiesiObservations :
Field engineer arrived on site as scheduled to conducr rebar inspections for the foundation wall entrance, pour
strip slab, and columns. The foundation wall entrance on Line G.7-G.817 required #5 at 12" o.c. each way. The
wall had a double face, as did the rest of the foundation wall, instead of that specified section. The 3' pour strip
betrveen Lines C-C.l/5-6.3 required 3 #4 cont. top and bottom along the length and #5 at 12" o.c. top and
bottom' The area had #3 and #5 rebar along the length and 21" to 25" gaps along the 12" o.c. rebar due to holes
for the post tension cables. The contractor informed the freld engineer that drilling and exposing the rebar
would rveaken the strength of the post tension holes. The columns required 6 #8 verticais, #3 spiral with 3"
pitch on Lines E.2/4,E.7 /1,F.2/4, andE.3/4. The columns on Lines E.2/4.i, E.8/4.7, F.z/4.7, G.l/4.7, and
G.314.7 required 6 #6 verticals, #3 spiral with 3" pitch. There rvere derriations in the foundation rvall entrance
and the 3' pour strip slab. Inspection results indicate that the columns have met project specifications.
Verbal Communication:
Field engineerinformed Joe, with Casson, of the inspection results.
CopiesTo:RobLeVine.Antlers,KevinC.Duncan.CassonBtes
Don Sneed William H. Koechlein, P.E.
Reviewed ByField Obserrrer
Koecl)ein Consulting Enliteers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
LAKEWOOD AVON SILVEHTHORNE(303)989-1223 (970)s4s-6009 (s70)468-6933
(303)s89-0204 FAX (970) e4e-9223 FAX (970)46e-6s39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: U
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 68oF
Test Date: 8/30/00
Age (Days)
7B
7W
288
28B
28W
Ticket No:
Air Content:
t964
1.2o,/o
\lix Design No: 30180250
Wet Unit Weight: 150.8 Pcf
Air Temperature: 53oFt
Time Test Taken: l0:06 am
Design Strength: 6000 Psi @ 28 daYs
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Slt.lgtllpti)
6t20
5955
7320
7270
7500
cc: Rob LeVine-Antlers, Kevin C. Duncan- casson Building corp.; Dan Havekost- Ifvekost +
Assoc,
Sheet I of2
:
loeclfein Consulting Enqileers. lnc.
ConsUlti n g Geotech n ica lE n gi neers
Pkwy. Suite 115. Lakewood, CO 80228-2845
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6s39 FAX
SUMT/ARY OF CONCRETE TEST RESULTS
SILVEFTHORNE
(970) 468-6933
Project No:00-060
AVON
(970) e49-6009
Proiect: The Antlers at Vail
Location:
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature:'12"F
Test Date: 8/30/00
Age (Days)
tb
7W
288
288
28W
Ticket No: 1978
Air Content: 0.8o/o
Mix Design No:
Wet Unit Weight:
5?c F-
30180750
148.2 pcf
Design Strength: 6000 psi @.28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Air Temperature:
Time Test Taken:
4900
5260
6315
6720
7045
CC: Rob LeVine-Antlers, Kevin Q. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc. !
Sheet 2 of2
;
, - :,',-,'.,j,r -,,,.., -l 'l,r:'i,r;^, :.-. -,:.";i;,'.,r'"gz.r.;iili*;j--.,,', , , --,1-.-*:.r!il*]ll -t.' , '1. ''
KoeOlein Consulting ElQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Phry. Suite 135. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 31620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Level Pour Strip, Sample Between Lines C-C.l/5-6.4
(303) 98s-0204 FAX (e70) 949-s223 FAX (970) 468-6e3e FAX
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6e33
Project No: 00-060
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 4.0 inches
ConcreteTemperature: 68oF
Test Date: 8/30/00
Age (Days)
7B
7W
288
28B
28W
Ticket No: 1q64
Air Content: 1.2%
Mix DesignNo:
Wet Unit Weight:
610F+
l0:06 am
30180250
150.8 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
6t20
595s
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; D;rn Havekost- Havekost + Sheet I of 2
Assoc.
KoeOlein Consulting erf,ineers, tnc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon. CO 81620-6178
Project No: 00-060
SUMMARY OF CONCRETE TEST RESIJLTS
Project: The Antlers at Vail
Location: Footing at Line G.4i6.1. Columns at Lines 8.2/4.7. 8.6/4.7, F.2/4.7, Gi4.7. and G.3/4.7
Unit I n2 Retaining Wall at Lines G.5-Jl5. I sI Lift
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4.0 inches
12364 W. Alameda
LAKEWOOD
(303)s8e-1223
(303) 989-0204 FAX
SILVERTHORNE
(970)468-6933
Ticket No: 1q78
Air Content: 0.8%
Mix Desig:t No: 30180750
Wet Unit Weight: 148.2 pcf
DesignStrength: 600[ttt@+d*
Remarks: B= Initial 24 hour cure in open box, W= Initial 24 hour cure in water tank
Age (Days)Cylinder Compressive Strength (psi)
ConcreteTemperature: 72"F
Test Date: 8/30/00
7B
7W
28B
28B
28W
Air Temperature: 52oF+
Time Test Taken: l:55 pm
4900
5260
cc: Rob LeVine-.fntlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet2of2
Assoc, ')
KoEcHLEIftoNSU
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vaii
Job No. 00-060
Report #: 57
Date: 8/30100
Sheet: l of I
Weather Conditions and Temperature:Cloudy,64"F+
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the new footing/column on the
foundation level on Lines G.4/6.1. The column required 4 #6 eachway horizontal with 6 #6 verticals.
Inspection results indicate that the rebar has met project specifications.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan HavekosFHavekosrrAssociates
Don Sneed William H. Koechlein, P.E.ffiField Observer
KOECHLEI?CONSULTING ENGINES*S, INC.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 58
Date: 8/31/00
Sheet: I of 2
Weather Conditions and Temperature:Cloudy,64oF+
C onstruction ActivitieslObservations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the east pour strip. The pour srip
between Lines G.3-G.4/5.1-6 required 3 #4 cont. top and bottom along the length and #5 at L2" D.C. top and
bottom. #5 rebar was added and tied to decrease the gap at the post tension cable areas. #5 rebar rvas drilled,
doweled, and epoxied on Lines G.3 and G.4 to tie into the upper level parking deck. Inspection results indicate
that the rebar has met project specifications.
Verbal Communication:
Copies To: Rob LcVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates
Don Sneed William H. Koechlein, P.E.
Reviewed BvField Observer
:s
+
;\
v
CJ
a
-2,EA
:69: a
=) ==A=,= t) c"=
^L:= ot
:iE
!t,a4 Z.=d,iz
3 ?7,!,i ii.= .: r-
==.,- =t-5tr-:.:9E!==lFp
'J :: --
::, s .=
t c-7't
42..2
?"'ai;
51 6 -r6
'rlV-=E^'= O 2,l :i o F
L Xl::r:f 5 *
d88E
Ir.?=0e-l1!ZC
-4,
ir
.=a)!-
€i
- lYlvta
a
I .:!.:hr-3
o<e:a2i 5EEEi24'zi.::<5lrt - - A
--!v:: o e,;:E=:i:cr1-,--Li--0='-
=t F z
r-'l |v1f-'1L-J tzll t-J
u)
a
F
t-
v)
,=7>=
t)
!
lllal
2-a
!=E
O
r.!
9Z:r :iot
U
+t\
!r-
oov>O
i'E ?r3e C--€@ oo
Fl
E i;^
.E.E E S: o o-
oav
€qt oo
o.i
o9
@
=>,E r"EI.-^-c:i-A--
2
€
(\l
oo
N
oo
c.i
€ €a?5 s.Va 93!-l
o
F !9
{)
}4
o
J
(\
f-rt
q)t.
O
X
,t)
J
-n6;z (\l
F F r-
G
U
o0
a\
'5
lt
^g!e;{) .:
<Bd<q+>2q-n
el
o6L.)lro
ai dt
-qH
+{t:.
x
F
O
x
Ch
6l
!x€tr
a.
ao
€Fq(|Gl
Ol-t-
Fa
-tt;=?ar_2:5E.=.:.*-r{ I l-lrel
U
.9 I2-o>o
ii PAE{l!,-YO
#g
=E2>,
,=
'4
!!P
>o
a;4Cl'!r tr
dC
qJl)
zz
6l a!otD
FF
Fv)
-
U)
6|
2
.U
U
c!
{)
(h
.9A
;6
EE
9;
grB'Ec
==
tgla53;
sgEscd'E-.:
E i.Qrg *e2i
.E8iE is:EE.E=.g
9-:'ttr8t3
EI;gsg
E'F
-F !
A i.e
HE{
EBE:'Eat:.Ena
T
i
R
I
E
T
6
Qor
oo c!
c4
":51=q,ttI=.('}l?a-l
(!I
nEl r5!
9il < c;7L'/)t-:,;,.:
^l
{)kv
=:
vt ::-t:4=l FEEtsEiEl E<>
lezz >. ,!€=€124
2p
^q)?a
cJ o,9€
3!-
rd .g.ai.i€
=EAE
= rrtoYUgD
:5Eac)E:.egv
trc-((trrA\o5R:r:- Ero--ab) xOb ri: Uco 6a;rro9s=d<
5F
KoEcHLET'coNsULT
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report#: 58
Date: 8/31/00
Sheefi I of 2
Weather Conditions and Temperature:Cloudy,64oFt
Construction Activities/Observations :
Field engineer arrived on site as scheduled to conduct rebar inspections for the east pour strip. The pour strip
between Lines G.3-G.4/5,1-6 required 3 #4 cont. top and bottom along the length and #5 at 12" D.C. top and
bottom. #5 rebar was added and tied to decrease the gap at the post tension cable areas. #5 rebar was drilled.
doweled, and epoxied on Lines G.3 and G,4 to tie into the upper level parking deck, Inspection results indicate
that the rebar has met project specifications.
Verbal Communication:
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Ilavekost+Associaeg
Don Sneed William H. Koechlein, P.E.WField Observer
$\
-:
r{.
I
i)
C)
B
{)t)
U)
'=^
:,:
=^=--a -
e 5E
-r: .,jx;
').'=5-z=
-, |' :j2.=.,2?-
,= .: ;.
==3" x-
> a=^
l=!,!.-6t^).^
! a.= 2
= 23 6;iiCi
t]tu:6-el 7;5
=l =E;..=at
r-, !-i =iP:'4 i
.Ll 3c:.ii l)ot:
c
Ir.9=z.!
3!lza-..- ,a
5=
!;:3Fal:.2=
=-txl
?
:3.:|.E9
L9
9qF.:;2i 3E:;;i:. E i;x<5tt-
=€!vgE; :.ii;ei:5ca: -E:-3 =ra!r'rn |vr'lL-l lz-l'l L---.,i
U)
It9
2
a)
F-
'J)
€!
-c;-==>;
q,
U
-
.='7aa
0.)
U
-
r.!
a=!r:a)=
c-
srr
.E;So cvzv
r.?e
"Ee
\€,,?
oo occ!
F-'
tr E:
==6^.=.EES: o ovoav
oo
@
oq
co
oc
ao
=>; >,.; c!a!.3
e
c-l
09
N
oo
N
E g^
sE s.9
lt)ll)o
,1
!4
,-1
6lF-fts
\
14
!)
J
!QaFz NT\f..rt
c--
()
CI(.)
O
qv^np!
a.=
<e6<tr+>2q-v
rio
=cle).. =o6l- .Y\- o
ai(tl.=F
+i'&
s
.;
tr
.q)F
'
U)
O
(n
4'
q
It
dq
=6>(u
9li.2
d'
-l
IE.gGltr:H?5'tea
€ E EEI'l I ;'5t-r-F€oar. rr :,i o,
€ € *€==ufz z r;!.a:o; F EE* * E5t- F Zz
2q
o
EI
O
a.r
.,
aa)
."i
9=nt
g-r:E
9_6
pB
=;
98"'
PEF
c E'i'Er€
E+ *
E? El= xq:EE.:= !r
B3E
8Er
=3 itE5giE
5s;
I .':
;BA:.Et
= t':F6a
;BC
EEiUE I
:
3
.9
P
-
I
i!
!|
z
.-..-._.+|,---'''
< c.l
co a{
54
q, cl :i
72,a1,, v) -l
€l
nErsi
Ll rr- O
9I < SE
.i t .n alx -r=l oHvx:v::-i:a-i=eSEiit E<>
deiz >,.9-
6=!'EA;
2p
?e{)00
ES
O!-
a-! (J
rnE:!.=oE.9.o12 c)E rti
ulC
:3
Ettae
P_eve
trF-cl Fr
6Xor:
E<s- Eio--J:I xOb !b: U
CQ U*;rro g4qa;<
5F
KoeOlein Consulting erfineers, Inc.
Consulting Geotechnical Engineers
12364 W. Afameda Pkwy. Suite 135 . Lakewood,CO 90228-2945
(303) 989-0204 FAX (970) 949.9223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) 98s-1223
AVON
(970) 949-600s
SILVERTHORNE
(e70) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TESTRESULTS
Project: The Antlers at Vail
Location: Upper Parking Level Pour Strip. Lines G.3-G.4i5.1-6
Total Cubic Yards: 5
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 68oF
Test Date: 8/31/00
Age (Days)
7B
7W
28B
288
28W
Ticket No: 2000
Air Content: l.l%
llix Design No:
Wet Unit Weight:
690Ft
10:4Q am
5894-8
149.4 pcf
Air Temperature:
Time Test Taken:
DesigaStrength: 6m0*iO28j*
Remarks: B= Initial 24 hour cure in open box. W= Initial 24 hour cure in water tank
Cylinder Compressive Strength (psi)
5430
6060
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of2
Assoc.
KoeOlein Consulting ErQineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2845
AVON
(970) 949.6009
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUIVIMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Crawi Space Footings- Sample at R/4. C/3. and D/2
12364 W. Alameda
LAKEWOOD
(303) 98s-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: I
Suppiier: B&B Exc.
Slump: 3.5 inches
Ticket No:
Air Content:
2010
4.2%
Mix Design No:
Wet Unit Weight:
s 60F+
I 1:32 am
5794-FA
I 4{ 1 ncf'
ConcreteTemperature: 67"F
Test Date: 8i31100
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)
28
28
Cyiinder Compressive Strength (psi)
4070
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dau Havekost-$Iavckost + Sheet 2 of 2
Assoc.
Koeclpin Gonsulting EnSSeers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda
LAKEWOOD
(303)989-1223
(303) 989-0204 FAX
Pkwy . Suite tLS. Lakewood, CO 80228'2845
AVON SILVERTHORNE
(970) s49-600e (970)468-6s33
(970) 949-9223 FAX (970)468-6939 FAX
Project No:00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUIVIMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Upper Parkiqg T evel Pour Strip. Lines G.3-G.4/5.1-6
Total Cubic Yards: 5
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 68oF
Test Date: 8/31/00
Age (Days)
7B
7W
288
28B
28W
Ticket No: 2000
Air Content: L.l%
Mix Design No:
Wet Unit Weight:
600F+
l0:49 am
5894-8
149.4 pcf
Design Strength: 6000 Psi @ 28 daYs
Remarks: B: Initial 24 hour cure in open box, W= Initial 24 hour cure in rvater tank
Air Temperature:
Time Test Taken:
5430
6060
6770
6440
6710
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc,
Koeclfein Consu lting EnSireers. Inc.
Gonsulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 115. Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949.6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Crawl Space Footings. Sample at Fl/4. C/3. and D/t
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 3.5 inches
Ticket No:
Air Content:
2010
4.2%
ltix Design No:
Wet Unit Weight:
I l:32 am
q7q4-F A
145.2 pcf
ConcreteTemperature: 67"F
Test Date: 8/31/00
Design Strength: 4000 Psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Co.pt"ttt1g thqgllt_(ptil_
4070
4420
4670
Air Temperature:
Time Test Taken:
CC: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost +
Assoc.
$eet 2 of 2
KoeOlein Consulting elQineers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 135 . Lakewood, CO g0229-2945
AVON SILVERTHORNE(970)949-6009 (970)468-6933
(970)949-9223 FAX (970) 468-6939 FAX
12364 W. Alameda
I.AKEWOOD
(303)9e9-1223
(303) 989-0204 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No; 00-060
SUiVi,ViAR) Ui COI;CIGIE IEST RESULTS
Project:
Location:
The Antlers at Vail
Total Cubic Yards: l_0
Supplier: B&B Exc.
Slump: 4.25 inches
Ticket No: 5j0
Air Content: 1.6%
Mix DesigaNo: 5794FlA
Wet Unit Weight: 147.4 pcf
ConcreteTemperature: 58oF
Test Date: 7/l/00
Design Snength: 4500 osi @ 28 days
Remarks:
Air Temperature: 70oFl
Time Test Taken: 8:40 am
Cylinder Compressive Strength (psi)
4330
5020
4830
cc: Rob LeVine'Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
7
28
28
roelhrein consutting eflin"ers, Inc.
Consulting Geotechnical Engineers
123AnW. Alameda Pkwy. Suite 135. Lakewood,Co 80228-2845
I.AKEWOOD
(303) e8e,1223
AVON
(970) 949-6009
SILVERTHORNF
(e70) 468-6933
(s70) 46&6939 FAX(303) s89-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
ProjectNo: 00-050
SLIMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Placement of Footings fiom T ine C-F."/3.Q-2.2 and T ine A-F.8/'3.2. Samfrle at C/3.8
Total Cubic Yards: 1-0
Supplier: B&B Exc.
Slump: 4.25 inches
Ticket No: 530
Air Content: 1.6%
Mix DesignNo: 51q4FlA
Wet Unit Weight: 147 .4 pcf
ConcreteTemperature: 58cF
Test Date: 7ll/00
Design Strength: 4500 psi @ 28 days
Remarks:
Air Temperature: 70oFt
Time Test Taken: 8:40 am
Age (Days)Cylinder Compressive Strength (psi)
+JJV
cc: Rob LeVine-Antlers, Kevrn C. Duncan- Casson Building Corp.; Dan Havekost- Havekost * Sheet I of I
Assoc.
,7
28
28
KoECHLEIN coNsuLTINc nnclNEnnsJrrlC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 7/I/00
Antlers Condominjum
680 West Lionshe6d Place Report #: 25 Sheet I of I
Vail, CO 81567
Project: The Antlers at Vail
Werther Conditions and Temperature:Smny, T0oFi
Construction Activities/Obserrations: Field engi
theAntlersatVailsite. ForLineC-8.213.9-2.2fromblueprintsof6/15/00,andforLineA-B.8/5-3.2from
blueprints of 6/ I 5/00. The areas obseirred are footings and contained the required rebar placane,nt and size.
Verbal Communication: Field engineer informed Paul, with Casson, of the inspection results.
Copies To: Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates, Jack Berga
Jim Houlefte William H. Koechlein, P.E.
Reviewed ByField Observer
KOECHLEIIVCONSULTING ENGINEERS, INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 716/00
Antlers Condominium I
680 West Lionshead Place Report #: 26 | Sheet I of 3
Vail, CO.81567
Projech The Antlers at Vail
Weather Conditions and Temperature:Sunny, 90oFi
Construction ActivitieVObservations :Field engineer arrived on site as requested at l0:00 am. The
concrete was poured at 9:25 am and was finished before l0:00 am. Only the second truck was able to be tested.
Verbal Communication: Field engineer spoke with a representative and informed him of the above.
Copies To: Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates, Jack Berga
Gustavo Botelho William H. Koechlein, P.E.WField Observer
KOECHLEIN CONSULTING ENGII\EERS, INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 7/6/00
Antlers Condominium
680 West Lionshead Place Report #: 26 Sheefi 2 of 3
Vail, CO 81567
Projecf The Antlers at Vail
Weather Conditions and Temperature:Sunny, 82oFt
Construction Activities/Observations: Field engineer arrived on site as requested to observe rebar
placement. The rebar for the footings located at lines D.6/3 and D.9/3 was placed conectly. However, the rebar
for the footings located atC.5l4 was placed incorrectly. The column dowels used were a size l0 when size 12
were required, Field engineer consulted blueprints dated for June 9.
Verbal Communication: Field engineer informed Paul, with Casson, of the inspection results.
Copies To: Kevrn C. Duncan-Casson Building Corporation, Dan Havekost-Havekosr'Associates, Jack
Jim Houletteffi William H. Koechlein, P.E.
Reviewed By
:lx
:tt'
\
a)q)
q0
iq)
\
f r'l
()
oq)
v
o
=
..is*.5E;E
€€#:! E
EiTEHEeEE;.tE
6 E U9 o F
P€ €$:i
EgE!Ii
EE EiE E.
gEEgEE€
iE;EEf;
HgEts€eg:=€Ei:
A;E;:3€&q,::i@$agEEEEtsE
a
L.;EE5
=FzCrC)
"2,- l.rB?
?:lCJF
.q::-tl
;!EEE'&s
It>g E
'ETJE21 'E
',
A;<A
EEis-(e:_FE,qFr6v-tr atr
l5
(9
ah
q)
z
F
a
*
il)
P
(J
+l ir
IJ
6
tr:
;aaLA
^eEU
9r
--\c.= trc\0 0v:U
v1
o9
..)
c-
c-
lEfrEe .')
v +
E9-
===-^,.E.EES: G Ov
oq
@
€€aq€
E >.'i c.=,!E!F-:€6i
og
at
cc
FI
: €e
'E s.y
ri
\o
l&
J
oi
:z c-€
J(.)
U
U
I
v
-
v,c,
+
LL
oc
IF
'ah
O
a
3
'iE
-c.,9FE|iGE
--::=gElga9l,* ifUtrl!
+
.,;
EP-Gr-=:Elft'!=2;;2F::: e 2Erd u i'EbrFcca
€ i I€,z z :i!t!vcE F E:& 3 E€F f zz
toc
IYIA
t>Itl<
E
a
\c
2
€
U
o
I
Et
ET
ottl;b9
Z=
=9
:i
E6pFE.!
.€
:jE.)??a6., 9
iEKDEi
)
.E
I
E
;
'
e
f- .a
l.,E€i-_ a) .a)-.s E,.4 aro)r1 I11 ,qEd>to.9 :9NE ;FH .E.Ee;€ :38EE FS
d&-"z >,!€Ef';AA
2p
?EooD
c'5
f:l .9
q0E
E;
=s?o2?)E r.tovUoc
2EEa
?-a
o
--
:?!:3=F.! .i -!:J@'."'*?j 6;o.
!4<G>
ro.stein Consulting e,r!in.ers, Inc.
Consulting Geotechnical Engineers
12354 W. Alameda Pkwy. Suite 135 . LakEwood, CO 80228-2845
LAKEWOOD
(303) 989.1223
AVON
(s70) 949-6009
SILVERTHORNE
(970) 468-6933
(303) 989-0204 FAX (970) 94e-9223 FAX (970) 468-6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Proiect No: 00-060
!:IIILING1SST
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Placernent of Columns at Lines C.5/5. B.8/5. and 8.8/6; Sample at R'8/5
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4,75 inches
Ticket No: 5L6
Air Content: 3.6%
Mix Design No:
wetunitweight:
BP8000
147.4 pcf
ConcreteTernperature: 68oF
Test Date: 117100
Design Strength: 6000 psi @ 28 days
Air Temperature: 75oFt
Time Test Taken: 12:20 pm
Rernarks: Compressive Strength failed to meet project specifications at 28 days.
Age (Days)Cylinder Compressive Strength (psi)
1I
28
28
rHI
cc: Rob Llvine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 1 of I
Assoc.
4070
5025
5010
roelhlein consutting e!|f, in"ers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkury. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) s89-0204 FAX (97O) 949-9223 FAX (970) 46&6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Placement of Columns at I ines C.5i5. B.8/5. and R.8/6: Sampie at 8.8/5
AVON
(970) 949-600e
"f]F!.n1,:!+rf.Iqi''..'| "J ::?tE*:WHffF{:Fqiitr-at r'i:E !-- {rf, '
SILVERTHORNE
(s70) 468-6933
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4.75 inches
Ticket No:
Air Content:
<14
? 60/^
Air Ternperature:
Time Test Taken:
Mix DesignNo:
Wet Unit Weight:
12:20 W
8P8000
l4'1.4 pcf
ConcreteTemperature: 58oF
Test Date: 717100
Design Strength: 8000 psi @.28 days
Remarks:
Age (Days)
1
28
28
Cylinder Compressive Strength (psi)
4070
gc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp,; Dan Havekost- Havekost + Sheet 1 of 1
Assoc.
CoNSULTING ENGINEERS, INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 717/00
Antlers Condominium i
680 West Lionshead Place Report #: 27 Sheef 1 of I
Vail, CO 81567
Projecfi The Antlers at Vail
Weather Conditions and Temperature:Cloudy,75"Fi
Construction Activities/Obsen'ations: Field engineer arrived on site aslequeited to observe the
placement of rebar. The rebar was placed and tied correctly for the following locations:
Columns at Lines B.8/5, 8.8/6, and C.5/5
Wall at Lines C-E.3/2-4
Elevator Core at Lines E.3-F/1.8-3, lo Lift
Footings F.3/3 and G.1i3, Strip Footings F-G.t12.1-3
It was also observed that the footing pad located at lines D.6/4had been covered and will need to be inspected
at a later date. One concrete test was made. althoueh additional trucks were a different mix.
Verbal Communication: Field engineer informed Paul, with Casson, olthe inspection rezults"
Copies To: Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates, Jack Berga
William H. Koechlein, P.E.
Field Observer Reviewed By
Koeclpin Gonsulting Engiteers, Inc.
Gonsulting Geotechnical Engineers
12364 W. nlameda Pkwy . Suite 115. Lakewooo, CO 80228-2845
LAKEWOOD AVON S|L/ERTHOBNE
(303) 983-122:l (970) 949-6009 i37ij) 468-6933
(303) 989-0204 FAX (970)e49-9223 FA)t is70)468'6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project No; 00-060
EAILINGTEST
SUIvIMARY OF CONCRETE TEST RESULTS
Project: The Antiers at Vail
Location: Placement of Columns at Lines C.5/5. B.8/5. and B.8/6: Sample at B.8/5
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4.75 inches
ConcreteTemperature: 68oF
Test Date: 717100
Ticket No: 516
Air Content: 3.6%
llix Design No:
Wet Llnit Weight:
8P8000
147.4 pcf
Air Temperature: 75"Ft
Time Test Taken: 12:20 pm
Design Strength: 6000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications.
Age (Days)Cylinder Compressive Strength (psi)
n
28
28
H .i:. 5430 ,' .i;.':
cc: Rob LeVine-Antiers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + - Sheet I of I
Assoc.
4070
5025
s0l0
roecitein consulting Enllneers, Inc.
Consulting Geotechnical Engineers
12364 W. Afameda Ph,vy . Suite 135 . Lakewood, CO 80228.2845
LAKEWOOD
(303) 989-1223
AVON
(970) 94e-6009
SILVERTHORNE
(970) 468-6933
(303) 989-0204 FAX (970) 94e-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Proiect No: 00-060
EAILINGTEST
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Placement of Columns at Lines C.5/5. B.8/5. and 8.8/6: Sample at B.8i5
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4.75 inches
Ticket No: 515
Air Content: 3.6%
Mix Design No:
Wet Unit Weight:
BP8000
147.4 pct
ConcreteTemperature: 68oF
Test Date: 7/7/00
Design Strength: 6000 psi @ 28 days
Air Temperature: 75oFt
Time Test Taken: 12:20 pm
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Cylinder Compressive Strength (psi)Age (Days)
28
28
H
4070
5025
5010
cc: Rob kVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havckost + Sheet I of I
Assoc,
Consulting Geotechnical Engineers
Pkvvy . Suite 135 ' Lakewood, CO 80228-2845
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949-e223 FAX (970)468-6939 FAx
SUMMARY OF CONCRETE TEST RESULTS
xoe"?iein Consulting enfin"ers,lnc.
AVON
(e70) e49-600e
SILVEBTHORNE
(970) 468-6933
Project No: 00-060
Project: The Antlers at Vail
Location: Elevator and Stairs Wall
Total Cubic Yards: N/A
Supplier: B&B Exc.
Slump: 3.0 inches
Ticket No:
Air Content:
595
4.0%
Air Temperature:
Time Test Taken:
llix Design No:
Wet Unit Weight:
700Ft
Q'?O etn
5794?
143.8 pcf
ConcreteTemperature: 76oF
Test Date: 'll8l00
Design Strength: 4000 psi @ 28 daYs
Rernarks:
Age (Days)
7
28
28
Cylinder Compressive Sqgqgthlry)_
3970
5r25
4750
cc: Rob LeVine-Antlers, Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
.;'rffi-ff;,
roentein Consulting etlineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
(303) 98s-0204 FAX (e70) s4e-s223 FAX
SUMMARY OF CONCRETE TEST RESULTS
LAKEWOOD
(303) e8S.1223
AVON
(970) 949.6009
SILVERTHORNE
(e70) 468-6s33
(970) 468-693s F$(
Project No: 00-050
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon,CO 81620-6178
Project: The Antlers at Vail
Location: Elevator and Stairs Wall
Total Cubic Yards: N/A
Supplier: B&B Exc.
Slump: 3.0 inches
595
4.0%
Ticket No:
Air Content:
Mix DesigaNo:
WetUnitWeight:
700F'+
q:20 am
57942
143.8 pcf
Air Tanperature:
Time Test Taken:
ConcreteTemperature: 76oF
Test Date: 718100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)Cylinder Compressive Strength (psi)
3970
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 1 of 1
Assoc.
'7
28
KOECHLEIN CONSI]LTING ENGINEERS, INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 718100
Antlers Condominium
680 West Lionshead Place Report #: 28 Sheet: I of I
Vail, CO 81567
Proiecfi The Antlers at Vail
Weather Condltlons rnd Temperature:Sunny, T3oF+
Verbal Communication: Field engineer spoke with Paul with Casion, ana informeA nlm of thE inspection
results,
Construction Aetivities/Observations:Field engineer arri on site as requested to inspect rebar for
wall I l. Rebar in the wall meets project specifi.cations.
Copies To: Kevin C.Dan Havekost-Havekost+Associates. Jack
Gusuvo Botelho William H. Koechlein. P.E.
Field Observer Reviewed Bv
CONSULTING EN
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 7/ll/00
Antlers Condomininm
680 West Lionshead Place Report #: 29 Sheef I of 1
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, 75oFt
Field engineer arived on site as requested to inspect rebar at
the following locations: Lines F.2-G.514.7, G.5/4.7-5.8, G.5-G.9/5.8, and G.9/5.5-5.8. Rebar at these locations
was placed and tied according to project specifications. A corner bar running along G.9/5.5-6.0 had not been
placed at the time ofthe inspection due to a design change. A structural engineer is scheduled to arrive on site
to help figure out what to do. Columns were also inspected at this time. These were located at lines 8.8/4,7,
E.2/4.7,D.6/4,7,C.5i4.0,D.6/3.0,D.9/3.0,F.713.O,andG,1-3.0. Thesecolumnshavepassedinspection.
Verbal Communication:
Copies To: Kevin C. Duncan-Casson Buildrng
Conrad Hammond William H. Koechlein, P.E.
ro0rtein Consulting efrineers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkury. Suite 135 . Lakewood,CO 80228-2845
uqxEwooo i
leos; se*.rees
AVON
(e70) e4e-6009
(303) 989-02Or FAX (970) 949-e223 FAx
SUMMARY OF CONCRETE TEST RESULTS
SILVERTHORNE
(s70) 468-6e33
(970) 46&6939 FAX
Project No: 00-050
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Wall at I ines 2.4/F.2
Total Cubic Yards: I
Supplier: B&F Exc.
Slump: 3.5 inches
6)6
1 <0/^
Air Temperature:
Time Test Taken;
Mix Design No:
WetUnitWeight:
RO'F+
I ?'10 nm
Ticket No:
Air Content:
5794F/A
148.6 pcf
ConcreteTemperature: 75cF
Test Date: 1/11 /00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
z6
Cylinder Compressive Stren,eth (psi)
3900
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
rofrrlein Consutting eflgineers, Inc.
Consulting Geotechnical Engineers
12364W. Afameda Pkwy. Suite 135. Lakewood,CO 80228-2845
AVON
(970) 949-6009
(303) 989-0204 FAX (970)94s-9223 FAx (970) 468-6s3s FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
I.AKEWOOD
(303) 989-1223
SUMMARY OF CONCRETE TEST RESULTS
SlLVERTHORNE
(e70) 468-6933
ProjectNo: 00-050
Project: The Antlers at Vail
Location: Column at I ines D.6/3.9
Total Cubic Yards: 6
Supplier: B&B F.xc.
Slump: 4.5 inches
N/A
4.0%
Ticket No:
Air Content:
MixDesignNo:
WetUnitWeight:
ROOF+
4:10 pm
BP Bullet
Front 8000
148^2pcf
Air Temperature:
Time Test Taken:
ConcreteTemperarure: 80oF
Test Date: 7ll1l00
Design Strength: 6000 psi @ 28 days
Remarks:
A-ee (Days)Cyiinder Compressive Strength (psi)
4020
cc: Rob Levine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havckost + Sheet 2 of 2
Assoc,
'l
za
28
xoetlein Consulting rrQineers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkory. Suite 135 . Lakewood, CO 80228-2845
I-AKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970)94e-9223 FAX (970)468-6939 FAX
57q4F/A
148.6 pcf
AVON
(970) 949-6009
SILVERTHOBNE
(e70) 468-6s33
Proiect No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6i78
Avon. CO 81620-6178
SUlliv{ARY OF CONCRETE TEST R.ESU;TS
Project: The Antlers at Vail
Location: Wall at Lines F.2/2.4
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 3.5 inches
6?A
2s%
Air Tempaature:
Time TestTaken:
ivlix Design No:
WetUnitWeight:
80"Ft
12:20pm
Ticket No:
Air Content:
ConcreteTemperature: 75oF
Test Date: 'l llll00
Design Strength: 4000 Psi @ 28 daYs
Rernarks:
Age (Days)
1
28
28
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp,; Dan Havekost- Havekost + Sheet I of 2
Assoc.
3900
4560
4485
ffi*r1.:r:.r*..._
xoe0llein Consulting erQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (e70) s4e-e223 FAX
Project No: 00-060
NAILINGTSST
SUMMARY OF CONCRETE TEST RESULTS
AVON
(e7o) 949-6009
SILVERTHORNE
(970) 468-6e33
(970)468-693e FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6i78
Project: The Antlers at Vail
Location: Coiumn at Lines D.6/3.9
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 4.5 inches
ConcreteTemperature: 80oF
Test Date: 7l1ll00
TicketNo: N/A
Air Content: 4.0%
Mix DesignNo:
WetUnitWeight:
ROOF+
4:10 pm
RP Bullet
Proof 8000
148.2 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 daYs
Rernarks: Compressive Strength failed to meet project specifications at 28 days.
Age (Days)
4020
4985
4695
I
cc: Rob LeVine-Antlen, Kcvin C. Duncan- Casson Building Corp.; Dan Havckost- Havekost + Sheet 2 of 2
Assoc,
Cylinder Compressive Streng!(pqj)
1
28
28
',;,.,i;;.
Koellein Consulting erfineers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
I-AKEWOOD
(303) 9e9-1223
(303) 989-0204 FAX
AVON
(s70) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
(970) 94e-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Wall at I ines F."-G.8/4.7-5.8, Sample Taken at I ines G'5/5'0
Total Cubic Yards: I
Supplier: B&B Fxc.
Slump: 3.0 inches
Ticket No: 650
Air Content: 3.5%
Mix DesignNo:
WetUnitWeight:
l:25 pm
5',794
149.0 pcf
ConcreteTemperature: 76oF
Test Date: 'lll2/00
Design Strength: 4000 Psi @ 28 daYs
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)
3780
4430
4415
CC: Rob LeVinc-Antlers, Kevin C. Duncan- Casson Buitding Corp.; Dan Havekost- Havekost + Sheet I Of I
Assoc.
28
28
,Ttutt$i: .;1{jji!.qnr;. .
roelhlein Consulting eflineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 949-9223 FAX (970) 46&6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
suv*rHonrue
(e70) 468-6e33
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Wall at I ines F.2-G.8/4.7-5.8, Sample Taken at Lines G.5i5.0
Total Cubic Yards: 8
Supplier: B&B Fxc.
Slump: 3.0 inches
TicketNo: 650
Air Content: 3S%
Mix Desigr No:
WetUnitWeight:
l'?5 nnr
5794
149.0 pcf
ConcreteTemperature: 16"F
Test Date: 1/12100
Design Strength: 4000 psi @ 28 days
Remarirs:
Age (Days)
7
28
28
3780
cci Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havckost + Sheet I of I
Assoc.
Air Temperature:
Time Test Taken:
KOE C HLEI C ONSULTING ENGINEilSJ.{C.
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 3l
Date: 7/17/00
Sheet: l of I
Weather Conditions and Temperature:Rain,70oF+
Construction Activities/Observations :
and rebar inspections. The location ofthe rebar inspected is the uppa parking level plan-footings C5l6.2+8'
andC5+516.2+8'. The rebar in these footings lvere cut, redrilled, and offset 4" from the original placement.
The column rebar was cut and holes rvere drilled to put the new rebar in the correct place to match the beam
location. Another footing inspected was located atE.8/4. The soil under the footing was wet due to rain. It
must be given time to dry and then re-inspected.
Copies To: Rob LeVine-Antlers, KevinC
William H. Koechlein. P.E.
Verbal Communication:Fieid engineer discussed the offset pffi
KOEC CONSULTING ENGINE INC.
Report of Construction Activities
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Job No.00-060 Date:
Sheet:
7t18/00
IOI IReport #: 32
Project:The Antlers at Vail
Weather Conditions and Temperature:Sunny, 95oFt
Construcdon Activities/Observations :Field engineer arrived on site as requested to inspect rebar and
compaction for footings. The rebar was inspected in the following columns:
E.2/6.2,E.8/6.2,F.2/6.2, G-4'/6.2, G+16/6.2,F.2/5.2, and G+315.2, as weil as the footing atE.g/4.
All rebar passes inspection to on-site drawings.
The field engineer also inspected the following footings:
Footings: F .2/ 4.0 and G/4
Stnp Footings: from G-r5'l3 to G+16'i4
Backfill: 2/between F.2 & G, 10' Deep and 9' Deep fiom the Street
We are not sure which rebar drawings are correct, the project drawings that KCE. Inc. has been provided do nor
match site drawinss.
Verbal Communication: Field engineer spok
rebar. Field engineer also informed him of the inspection results.
Copies To: Rob LeVine-Antlcrs, Kevin C. Duncan-Casson
William H. Koechlein, P.E.
Xoelitein Consulting ErQineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80226-2845
AVON
(e70) 949-600s
(e70) 94e-e223 FAX (e70) 468-6e39 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Columns F.2/6.2 and E.8/6.2, Crane Pad Levei
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 98s-0204 FAX
SILVERTHORNE
(970) 468-6933
Project No:00-060
Total Cubic Yards: 3
Supplier: B&B Exc.
Slump: 6,75 inches
Ticket No: 800
Air Content: 2.8%
lvlix Design No:
Wet Unit Weight:
qsoF+
l:35 pm
5894
144.5 pcf
ConcreteTemperature: 85'F
Test Date: 7ll8l00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
1
28
28
Cylinder Compressive Strength (psi)
)))J
6950
6654
Air Tanperature:
Time Test Taken:
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan HavckosdHavekost + Sheet I of 1
Assoc.
roettein Consulting enlin"ers, tnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Sulte 135 . Lakewood, CO 80228.2845
LAKEWOOD
(303) 989-1223
AVON
(e70) 949-6009
SILVERTHORNE
(970) 468-6933
ProjectNo: 00-060
I
(303) s89-0204 FAX (970) 94s-e22S FAX (970) 468.6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Columns F.2/6.2 and E.8/6.2, Crane pad Level
Total Cubic Yards: 3
Supplier: B&B Exc.
Slump: 6.75 inches
Ticket No:
Air Content:
840
2.8%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
58q4
144.5 pcf
ConcreteTemperature: 85oF
Test Date: 7118/00
Design Strength; 6000 psi @ 28 days
Remarks:
Age (Days)
7
)R
28
Cyiinder Compressive Strength (psi)
cc: Rob Le\rine-Antlers, Kevin C. Duncan- Casson Building Corp.;Dan Havekosr- Havexost - Sheet 1 of I
Assoc,
roefrlein Consulting Efineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 949-e223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Columns F.2/6.2 and E.8/6.2- Crane Pad Level
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6e33
Project No:00-060
Total Cubic Yards: 3
Supplier: B&B Exc.
Slump: 6.75 inches
Ticket No: 800
Air Content: 23%
Mix DesignNo:
wet unit weight:
l:35 pm
5894
144.5 pcf
ConcreteTemperature: 85"F
Test Date: 7ll8l00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
J))f,
6950
6654
Air Temperature:
Time Test Taken:
cc: Rob LeVine-Antlers, Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc,
#r'+r, '
roefi lein Consulting enlineers, Inc.
Consulting Geotechnical Engineers
Pkny . Suite 135 . Lakewood, CO 90229-2945
AVON
(970) 949-600e
(970) 949-9223 FAX (970) 468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footing 3 Line to G.8. South to 4.7 Line
12364 W. Alameda
LAKEWOOD
(303)e89.1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No: 8Az
Air Content: 1.0%
Mix Design No:
wetunitweight:
1)oF+
l:45 pm
57q4
146.4 ycf
ConcreteTemperature; 70oF
Test Date: 7/19100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
3465
49t0
5045
Air Ternperature:
Time Test Taken:
cc: Rob LeVine-Aatlers, Kevin C. Duncan- Casson Building Corp,; $an Huurkort- Havekost + Sheet 1 of I
:.
I
*
t{I
-:
r-l
o
+.
.3 ::.
2.?;=
'5i'J
75
a*.i
>\:,
=^..J
7'= t
= t-
=ta
= it-'==.
-::=
.rt
= .7
= cv
;t=.=,
-l=' J ,t'
.= .^ a);i=3 -.5
,J
?
:,
.2
1..!=
=€=!zz
ri)
-t .a
-A
t=
!:l9:r:l ::.c::-:f!4,V)
: i.l::-,: r-
=?<)ti, al-ai
-=>i i
i?E=:i1'2|":x<:t--A
=!!vlE i. z.3-: I i-!a:'_
=:c=-iv'-n ar
.J2
I
2
?-
I
an
'
= -a,
c.r 9
O
<)t '
=a
()
'Q?
.i=
=+
c)'
()
a
:;ia=vx
^') =-
.= =c\o ovav
aa
F.\o \o
r.E E-Eo
c\
r'-
co !t
h ==3^.E.E E S: o 3v
Oav
\c
e
=>E >.; c.=LZ9e-:5 oo od
I
E!;!iac;.y
ti
€oo 00
I
Q
F
z
N
€
hi
!)
.l
!)
..1
J
(\
J
tlt
o
F.l
z;.:z 6l N 6lGI
l.lt5l=t(!
la
t,?
ti\
cl
(,v
o
o
o
Fo()
U
F-
3
x
Q
U)
3-tZ
gl
?a
cir ifr.2
F
C!
.3 ..'=t
-i.?? s>oEEn F aiS T E.E\J>o
l- l-oc2! ! !,.!E = EEZ 2",-:-Ao=
E ISiE
lx
lY| ,-rlFl
l)t;t<t;
IEIEl !
t€
IZ
t9
lh
..
q)
€
=
O
t=
o
lr =€
IE ;I16 u, El-8€:
L= aili E.3te E i
li s€
l*; I
Ir l#
lH: €l€r s
IEEE;l€'E: E
iii$;5 fl !
€Te;
?'iarc +e r
; E€Eir:3 ]
TT E E
: E!.E
3 EE 3
al 9 - 'ir-- r.9
E HE{
ffiii
-.,,.,Irpr,..,'i;i!li$ii.::r..:ldl+4r:rr, .. .
a- E?= Eij z*E
'J 1'5=
=
.) .r, :.E4.ta
1.= t
ai.= O Gl -:.'t 6t ,a ePr cJ !:Fls ::a?t tr.1tr i-i.E <Y
sEEii EFS
z >, ,!:=€';)a
?'l
a4)?tr
9!|!:s
:D-
:a .9:4 --.=E_=g-o-a a)
= r\
ulo
3E2u,,Je3.i
trf*CEa? e,Fo!rE.. E6-*I xQ
fr 3'd:r309sEd<
6F
xoec?tein consutting enfineers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Plcwy. Suite 135 . Lakewood, CO 80228-2845
(303) 989-0204 FAX (970)94e-9223 FAX ' (970) 468-6939 FAX
LAKEWOOD
(303) 989.1223
AVON
(e70) 949'6009 .
SILVERTHORNE
(970) 468-6933
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon,CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footin&3 Line to G.8, South to 4.7 Line
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
Ticket No:
Air Content:
842
1.0%'----
Air Ternperature:
Time Test Taken:
Mix Design No: 57a4
WetUnitWeight: 145.4pcf
1)oF+
l:45 pm
ConcreteTemperature: 70oF
Test Date: 7l]ql00
Design Strength; 4000 psi @ 28 days
Remarks;
Age (Days)Cylinder Compressive Strength (psi)
3465
cOi Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
7
)R
roe$tein Consulting en$neers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pt<wy. Sulte 135 . Lakewood, CO 80228-2845
(303) 989-0204 FAX (e70) 94e-e223 FAX (970) 468-6e39 FAX
LAKEWOOD
(303) e89-1223
AVON
(970) e4s-6009
SILVERTHORNE
(970)468-6933
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footing 3 Line to G.8. South to 4.7 Line
Total Cubic Yards: I
Supplier: R&R Exc.
Slump: 4.5 inches
Ticket No: 8A
Air Content: 1.0%
Mix Design No:
Wet Unit Weight:
170F+
l:45 pm
5744
| 46.4 pcf
Concrete Temperature : Z0oF
Test Date: 7ll9l00
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekosr- Havekost + Sheet I of t
Assoc.
1
28
,u -, -.!1, - ! A
I fvvv. ..'... -;.:SUlting enlineer
ical EngiConsulting Geotechn
s, Inc.
neers
Pkwy. Suite 135. Lakewood, CO 80228-2845
(s70) 949-e223 FAX (970) 468-693s FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footing 3 Line to G.8. South to 4.7 Line
12364 W. Alameda
LAKEWOOD
(303) 98e-1223
(303) 98s-0204 FAX
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Total Cubic Yards: I
Supplier: B&B Exc.
Slump: 4.5 inches
TicketNo: &A
Air Content: 1I%
Mix Design No:
WetUnitWeight:
1)oF+
l:45 pm
5',7q4
146.4 pcf
ConcreteTemperature: 70oF
Test Date: 7llqrc}
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Shength (psi)
3465
4910
5045
cc: Rob LeVine-Antlers, K.lio C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
28
28
xo.f,lein Consulting en?neers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 949-e223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) s8e-1223
AVON
(970) 949-6009
SILVERTHORNE
(e70)468-6e33
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMIVIARY OF CONCRETE TEST RESULTS
Project: . The Antlers at Vail
Location: Gridlines R/4. Basement Walls
Total Cubic Yards: 3
Supplier: B&B Exc.
Slump: 6.0 inches
Ticket No:
Air Content:
Mix DesignNo:
WetUnitWeight:
890
6.1%
5'te4FtA
140.3 pcf
ConcreteTemperature: 76oF
Test Date: 1/20100
Design Shength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
Cylinder Compressive Stength (psi)
3125
4000
4010
Air Tonperature:
Time Test Taken:
R 5OF+
l:50 pm
Icc: Rob LeVine.l\ntlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
ro.Slein Consulting efin"ers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 135 . Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Project No: 00-060
NAILINGTEST
SUMMARY OF CONCRETE TEST RESULTS
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHOFNE
(970) 468-6933
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Column at Gridlines D.6/4- Foundation Level
Total Cubic Yards: 4
Supplier: B&B Fxc.
Slump: 9,5 inches
ConcreteTemperature: 80oF
Test Date: 7120/00
Ticket No: 906
Air Content: 1.2%
Mix DesignNo:
Wet Unit Weight:
R? OF+
5:10 pm
58q4
147.6 pcf
Air Teinperature:
Time Test Taken:
Desiga Strength: 6000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Age (Days)Cylinder Compressive Sftength (psi)
4465
5940
5820
cc: Rob LcVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 2
Assoc.
28
28
KOECHLE
Report of Construction Activities
To: Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Job No. 00-060
Report #: 34
Date: 7/20100
Sheefi I of I
\veather Conditions and Temperature Sunny,85oFt
Construction Activities/Observations :
Field engineer arrived on site as requested to inspect the columns at gridlines E.8/4,E.2/4, andD.6/4. All were
inspected and the rebar has conformed to on site drawines.
Verbal Communication:
Field engineer spoke with Paul, with casson, regarding the inspection resurts.
CopiesTo:RobLeVine-Antlen,KevinC.Duncan.CassonBuitdingCorporation,ffig3
Gustavo Botelho William H. Koechlein, P.E.ffiField Observer
*o"i,ein Consutting enlin"ers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. SuitE 135. Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) e49-9223 FAX (970)468-6939 FAX
LAKEWOOD
(303) s8s-1223
AVON
(970) 949-600e
SILVERTHORNE
(970) 468.6933
Project No: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: . The Antlers at Vail
Location: Gridlines B/4, Basement Walls
Total Cubic Yards: 3
Supplier: B&B Exc.
Slump: 6.0 inches
Ticket No:
Air Content:
Mix DesigrNo:
WetUnitWeight:
RSOF+
l:50 pm
890
6.1%
5794FtA
140.3 pcf
ConcreteTemperature: 76oF
Test Date: 7/20/00
Design Strength: 4000 psi @ 28 days
Remarks:
Air Ternperature:
Time Test Taken:
Age (Days)Cylinder Compressive Sbength (psi)
3125
4000
4010
ccl Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
7
28
28
88&trill1".*r!css$'..
12364 W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989.0204 FAX
roe$lein Consulting en$neers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135 . Lakewood, CO 80228-2845
SILVERTHORNE
(970) 468-6933
(970) 94s-9223 FAX (970)468-6939 FAX
Project No: 00-060
AAIIJNGTEST
SUMMARY OF CONCRETE TEST RESULTS
AVON
(970) 94s-6009
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Column at Gridlines D.6/4-Foundation Level
Total Cubic Yards: 4
Supplier: B&B Fxc.
Slump: 9.5 inches
ConcreteTemperature: 80oF
Test Date: 7120100
7
28
28
11
Ticket No: 906
Air Content: l.2o/o
Mix Design No:
WetUnitWeight:
R? OF+
5:10 pm
5894
147.6 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications.
Age (Days)Cylinder Compressive Strength (psi)
4465
5940
5820
5825
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Cory.;Dan Havekost- Havekost + Sheet 2 of 2
Assoc.
Ko
12364 W. Alameda
LAKEWOOD
(303)989-1223
(303) e89-0204 FAX
SILVERTHORNE
(970)468-6933
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Column at Gridlines fi.6/4. Foundation Level
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 9.5 inches
ConcreteTemperature: 80oF
Test Date: 7120100
Ticket No: 906
Air Content: 1.2%
Mix DesignNo:
Wet Unit Weight:
R? OF+
5:10 pm
5894
147.6 pcf
Air Temperature:
Time Test Taken:
Design Strength: 6000 psi @ 28 days
Remarks: Compressive Strength failed to meet project specifications at 28 days.
Age @ays)Cylinder Compressive Shength (psi)
Icci Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.;Dan Havekost- Eivekost + Sheet 2 of 2
Assoc.
4465
5940
5820
28
28
aecn i.;in Consulting efiin"ers, Inc.
Consulting Geotechnical Engineers
Pltwy. Suite 135. Lakewood, CO 80228-2845
AVON
(e70) e49-600e
(970) 949-9223 FAX (970)468-6939 FAX
Project No: 00-060
EAILINGTEFil
SUMMARY OF CONCRETE TEST RESULTS
roectlein Consulting
.. .i. \ 1!,o,Englneers, lnc.
I AVoN
(970) 949-6009
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Gridlines B14. Basement Walls
Total Cubic Yards: 3
Supplier: B&B Exc.
Slump: 6.0 inches
Ticket No:
Air Content:
Mix DesignNo:
Wet Unit Weight:
Xt-F+
1:50 pm
890
6.lo/o
57q4FlA
140.3 pcf
ConcreteTemperature:'l6oF
Test Date: T7UOO
Design Strength: 4000 psi (E 28 days
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)
3r25
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
Cylinder Compressive Strength (psi)
'7
28
28
Gonsulting Geotechnical Engineers
12364 W. Afameda Pkwy . Suite 1 35 . Lakewood , CO 80228-2845
LAKEWOOD
(303) e8e-1223
(303) s89-0204 FAX (e70) s4s-s223 FAX (970) 468-6939 FAX
SILVERTHORNE
(970) 468-6e33
ProjectNo: 00-050
roetlein consulting enlineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Plffy . Suite 135 . Lakewood, CO 80228-2845
(303) e89-0204 FAX (s70) e4e-e223 FAX (e70)468-6939 FAX
LAKEWOOD
(303) e89-1223
AVON
(970) s49.6009
SILVERTHORNE
(s70) 468-6933
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Column at Gridlines D.6/4. Foundation Level
Totai Cubic Yards: 4
Suppiier: B&B Exc.
Slump: 9.5 inches
Ticket No: 906
Air Contenl 1.2%
Mix DesignNo:
WetUnitWeight:
R? OF+
5:10 pm
5894
147.6 pcf
ConcreteTemperature: 80oF
Test Date: 7120100
Design Strength: 6000 psi @ 28 da]'s
Remarks:
Air Temperature:
Time Test Taken:
Age (Days)Cylinder Compressive Strength (psi)
4465
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet 2 of 2
Assoc,
28
28
KOECHLE CONSIJI-TII{G ENGINE INC.
Report of Construction Activities
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Job No.00-060 Date: 7/21/00
Sheet: t of 2Report #: 35
Project:The Antlers at Vail
Weather Conditions and Temperature:Panly Cloudy, 70"Ft
C onstruction Activities/Observations :
Field engineer arrived on site as requested to inspect rebar. The rebar for the columns at gridlines F.214 and Gl4
passed inspection. The basement walk at gridlines L.8, L.9, L. l0 and the north end of L. I I are still missing
then top two S-inch bars. These walls still need work and must be reinspected after completion.
Verbal Communication:
Informed Paul w/ Cassson of inspection results.
Copies To: Rob LeVine-Antlers, Kevin C. Duncan-Casson
Gustavo Botelhoi
Josh Venters
' .,. ,.4.
jv
+
,J
i)
O-::
;^r
c>
a ./.:
Jl..r ;:
_i
F
1-=
- ':
,;E
:^-
--.,
ig
5"
*-c
t=
2
:,
?.z€
=atz?
-9aat-9.c
B2
'5 .=9-
ni,:) ;!r:lv,l'. V:)
2
=.4:: .:(.:-
=3t)tL2in:
t:
it-t5 acc::Ez,- t tq:E;:x<:
"= b:.E:3;-UD: _:=Z_?=
EiTJ'rl |v1-]f-J u) l_J
a)
U)
z
z
a,
.t)
'z:
U
'f-l ?*=
-3
P
:r
:-.=a-^
-!l
e=
'.)
&!o
c)
.EESc ov2 \-'
F-
ac
ilE?(1
F
E!=
.=.E E S: c ovc-v
€€
=>: >, .; 6.i:=?i-l--
a,
\c)
=I .:3E-L:9d3 t,y
e
o
o
E
z
T
J
ci
.J
U)
z
vJ
o
Z:&z F,l T(\
t:l.=
l6l+
lEl:ol=l€
| .'i
lq
av
{,
o
J
oF
a,q)
U
c\
;i
F
]
v)
O
o
a
o
4:€
::.li: r.l) (-
i7|,-=9:i=E€X)'=F.lEk
o
.9tb-a>o
Eii sAE{E!r
EEE€-4,E>
'=,
Ea=E.
>o
E9
4g?tno,'l U
(9o
zz
6t 6l
9C)
t00
t;lA
t>
t?
t.:I'J
li.
t?l^t:
t00ld\
E
€
O
IE
.J
o
le i g
l: --l
lz .e --
lE ir
l;*r
l5 3g
leE;
It {-B
t*;E
H;€i!:
!i9;
€ atE
TEi}
€f;3
ii5t
; E.;E
iet I
*EcE
E3E it,. ,€
f; i€€
-EE FE
$iii
< c..l
qc
c* (\
.E€!!.d
;1n.3i E€'' si > g
ii-C
A ..,\
= .: =l !.! \Ji!.! v, -:YJ11=: Z =
=
1j l:! ;{- 5* \,-
igEz >, ,E*?-4'4.5
?z
?eo ct):s
cO-
e.9*E.=6:9e9iricv,ugo
EEAq,(,|tr:-ovl,
>|€trFtlr9eEois9. EG'O;ol xO.J 50 -: U@ bH;r3q I-i\c.<
:iF
roettein Consulting efiineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Sulte 135 . Lakewood, CO 80228.2845
lrrbru
(e70) 94e-6009
(970) 949-s223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SUMMARY OF CONCRETE TEST RESULTS
SILVERTHORNE
(s70) 468-6933
ProjectNo: 00-060
Project: The Antlers at Vail
Location: Columns F.2 and G/4
Total Cubic Yards: 2,5,
Supplier: B&B Exc.
Slump: 4.75 inches
15
t9%
Air Temperature:
Time Test Taken:
Mix DesignNo:
Wet Unit Weight:
6ROF+
4:40 pm
Ticket No:
Air Content:
5894
147.8 pcf
ConcreteTemperature: 80oF
Test Date; 7l2ll00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
Cylinder Compressive Snength (psi)
4690
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
KoChlein Consulting EQineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Plrwy. Suite 135. Lakewood,CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX (970) 949.9223 FAX (970) 468-6939 FAX
AVON
(970) e4e-6009
SILVERTHORNE
(970) 468-6933
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project No: 00-060
FIUIJNG TEST
5 L:} {I,.{ T.R :..' iE CONCR gIE TEST RT.C IJTJIS.
Project: The Antlers at Vail
Location: Columns F.2 and G/4
Total Cubic Yards: 2i
Supplier: B&B Exc.
Slump: 4.75 inches
t'\
|.9o/o
Ticket No:
Air Content:
Mix DesignNo:
WetUnitWeight:
680F+
4:40 pm
5894
147.8 pcf
Air Temperature:
Time Test Taken:
ConcreteTemperature: 80oF
Test Date: 7l2l/00
Design Strength: 6000 psi @ 28 days
Remarks:
Age (Days)
28
28
H
Cylinder Compressive Strength (psi)
4690
5650
5575
cc: Rob LeVine-Antlers, Kevin C. Duncan- Casson Buildin{ Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
Koilrlein Consulting EQineers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2945
(303)989-0204 FAX (970) 949-9223 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Wall at I .8 and Walt at T .10- Foundation I evel
Total Cubic Yards: 4
Supplier: B&B Exc.
Slump: 4.0 inches
LAKEWOOD
(303)989.1223
AVON
(970) 94s-600s
SILVERTHORNE
(970) 468-6933
(s70) 468.6939 FAX
Project No: 00-060
Ticket No:
Air Content:
Mix Design No:
Wet Unit Weight:
5744F/A
146.6 pcf
qi5
2.6%
ConcreteTemperature: 7a"F
Test Date: 7/24/00
Design Strength: 4000 psi @ 28 days
Rernarks:
AirTemperature: 8loFi
Time Test Taken: 2.20 pm
Cylinder Compre$ive Sfrength (psi)
cc: Rob Levine-Antlers, Kevin c. Duncan- casson Building corp.; Dan Havekosti{avekost + Sheet I of I
Assoc.
3460
28
28
KOE
Jack Berga
JT Berga and Company
P, O. Box 6178
Avon, CO 81620-6178
Project:The Antlers at Vail
CONSULTING ENG , II\c.
Repon of Construction Acdvities
Job No. 00-060
Report#: 36
Date: ii21i00
Sheet: I of 2
Weather Conditions and Temperature:Surny, S2oFi
Construction Activities/ObservationE
Field engineer arrived on site as requested to inspect rebar. The wall at L.8 and L. l0 has the top two bars
placed according to on site drawings. The wall at L.9 has a different configuration, the top two bars are spaced
4"apart,vertically. ThesmallwallsatGl4toG/4.7andF.2/4toF.2/4.TwerebuiltaccordingtotheG55.0i
TYP S'O.G. due to no blueprints, specifically, for those rvalls. The top two bars run diagonally due to the ramp
above it.
Verbal Communication:
Field engineer spoke with James, the steelworker, who explained what was done.
Copies To: Rob Le
William H. Koechlein, P.E.pustavo Botelho
',:!: '
KOECHLE CONSULTING ENGINE INC.
Report of Construction Activities
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project:The Antlers at Vail
Job No. 00-060
Report #: 36
Date: 7/24/00
Shee* 2of 2
Weather Conditions and Temperature:Sunny, 82oFt
Construction Activities/Observations :
Fieid engineer arrived on site as requested to inspect the backfill along the wall at gridlines Cl4-D.6/2 + 7'. The
backfill has 98% compaction in three tests taken inthat area. The area was at final grade.
Verbal Communication:
Field engineer spoke with Paul, with Casson, regarding the test results.
Copies To: Rob LeVine'
Field Observer
William H, Koechlein, P.E.
Kolhlein Consulting ilgineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Phrvy. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) s8s-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project: The Antlers at Vail
Location: Wall at L.8 and Wall at L.10- Foundation Levei
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
AVON
(e70) 949-600e
SILVERTHORNE
(970) 468-6933
Total Cubic Yards: 4
Suppiier: B&B Exc.
Slump: 4.0 inches
Ticket No: 955
Air Content: 2.6%
Mix Design No:
WetUnitWeight:
RIAF+
2.20pm
57S4F/A
146.6 pcf
ConcreteTemperature: TooF
Test Date: 7l24l10
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Sfength (psi)
Air Temperature:
Time Test Taken:
3460
4005
4190
cq Rob LeVine-Antlen, Kcvin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
;!
t
C)
lat;t:
=l==l=irl= tlr,t,liit'l-? 2l=:i19-:t :-.?i
:r:a
2
E9
.=tJE;.?.1e
=q'::i=.:9rrr'J-t---;i2i 5?'i3:Fz e1.. tza;<:
"!= 5:i'iEEE--:ia:_
=:=:_€5tr! aD
E
Q^
E-
=;.li-=
=
F
- =r5 > 5=
^
i-:
: 5 :.i"2 ', '-^-
'!z 25
='- i't -,5 5 >=i74 a
.3 3.; r
-=--
4- 6.:!!c':;
'- ;i ^= =li^==!'' at: ni.; ? 7E
==\./'J a'!4= z*r:-=-! 4 -:! tsr'.i 8 x
i.=i2E
a'r !:i,r'r&;z!2
3!iA'€g3fEi
!-
.a
c)-
(J
=a)
U
-
O
L ,:-
-.=a'!l5.i=
U
o\v
.EESo cv +c.)
rf
.q
ilEA
-:5
-i
(\l
at
7iz^.E.EES: o cvoav
€
od
cc&ao
oo
=>l
= >,.; cta!.3
€.i oq
c{
oc
cl
4E .:5-s:E.9
i-l
€a €
6t
I
o,l
-]
v']
v
J
q.,)
,l
Eg G,l a.l t\(\t
O
O
d
Q
X
I
F
q,
c)
U
+l
o
cox
taF
'U'
U
o
z
3E
='=!
2?.!2
-J,ei'=li'.EF
?a{uQ.EgE
)=dT=E'i .E;:izX:rf 3 s5.* R F.EE\J>O
l- l-ocariL;C0z _: 9,.=E E .38z 2 ;:t=F F E:.r€)=Eg * E!F F ZZ
lao
l9
t)
lu)
t1ti
la
.A
0\
2{
Q
t:
a)
u)
-€.2 i;
F_Jitn
;i
95
*6
=?r9
e3.,
H gE
Et€ii f
_odt
:€EE=r9-:F.8 T8:r
-ot{T:
EEg
-F !g '':a 8.9
rE{-a.9€
lrE
.g'E r
EU e
t:
.9
,
I
2
I
z,
I
E
a'1
=-6Ao)
-r. - O.i 6=
r-hi
; c':
oY:>tri
(\tC
F\r
c0
'J aJ5
--a)di.- = .q
a\ ,=
.J
=i:i
iaa
i aa*;a5
2"
2.='J :o
z .3,ro-
e1 .9$E==
=E-o
2,?,
ulo
':'1 =;=
-t,'JCl.cg\J
Cr-C! '-.q\oFd5rQ
- E.o-3tI xQo :o: 1/o bH.lrro gsId<
53
Koehlein Consulting ilgineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pl$/y . Suite 185 . Lakewood, CO gO22B-2845
LAKEWOOD
(303) s8e-1223
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Northwest Middle Diagonal. 83-C
(303) 989-0204 FAX (e70) e4e-9223 FAX (970) 468-6e3e FAX
AVON
(970)%9-600s
SILVERTHORNE
(970) 468-6e33
Project No: 00-060
SUMMARY OF CONCRETE TESTRESUI,TS
Total Cubic Yards: 20!
Supplier: B&B Exc.
Slump: 3.0 inches
Ticket No: 1000
Air Content: 23%
Mix Design No:
Wet Unit Weight:
3:00 pm
N/A
144.5 pcf
ConcreteTemperature: 77"F
Test Date: 7l25l$0
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperarure:
Time Test Taken:
Age (Days)Cylinder Compressive Shength (psi)
3400
4450
4685
cc: Rob LeVine-Antlers, Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
7
28
28
rcoet lein consu ltin g enOgin"ers, Inc.
Consulting Geotechnical Engineers
Pkwy . Suite 135 . Lakewood, CO 80228-2845
AVON SILVEHTHORNE(970)s4s-6009 (970) 468-6933
(970) 949-9223 FAX (970)468-6939 FAX
12364 W. Alameda
I-AKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon. CO 81620-6178
Project: The Antlers at Vail
Location: Northwest Middle Diagonal. B3-C
SUMMARY OF CONCRETE TEST RESULTS
ProjectNo: 00-060
Total Cubic Yards: 200
Supplier: B&B Exc.
Slump: 3.0 inches
Ticket No: 1000
Air Content: 2.3%
Mix DesignNo:
werunitweight:
3:00 pm
N/A
144.5 pcf
ConcreteTemperature: 77"F
Test Date: 7125100
Design Shength: 4000 psi @ 28 days
Remarks:
Age (Days)
1
28
28
Cylinder Compressive Strength (psi)
Air Temperature:
Time Test Taken:
I
cc: Rob LeVine-Antlcrs, Kevin C. Duncan- Casson Building Corp.; fan Havekost- Havekost + Sheet I of I
Assoc.
\I
..9
s\
\
c)
r:
.:
&
{.)
ra
9-
-;'=Y zi
a)^
=;:r<
h6=-|:?9;0:;f
?g>
aiz
€ag;'= :
3oozigF;€
; l? iE
=v u ai€; ta =E,,
.i3 dE.u';-!lE
.=ieEz=: cJbQ'*F: H.E.9 - a^r!is'€
6 gE.E
O 9lJr F
t-
t-t-
ti)
q
=
9
lj.
:l
:'$
?lvl*
9rr.el-45
=!za
-9.^ ,t,
-4B:
€t=g-.t t-.9F
=-tYi
2
E.gE5a,
3. ^v
<J-
=E aao:=.:zF.Z=e: E 1d;<:.a! ! -gE; :.iJ; E -
", t) 7 '-
=: o ta aD
a
9.,
2
q)t-
v)
(ut
O
E t
l&Ir
!r:
flE
U
+
.;gsc cvEQ
v
i'E 6-a=rf
ol
c!
-
rl
Ep-: i E^.=.EES: o ovoev
o9
oo
oo
oa
@€
=>,; >.;c
E A,F.-E
oo co.i oo
c.i
E O^
= =:'?R5 S,T 0a oo oo
I
v?
c.I
o
Fl
v]
{
g.
q)
"l
+
l)
..1
ura A&z o.l
\o(\FN
IF
IFlo
'lt
O*
O
{lv
?
C)
o
d
oF
6c)
A
+l
l.L
oo;i
q)
'./)
(,
IA
z
e..3e:"i&,-?a9:
F1.4,d'=rr-9F
?Nuu.EEii
)tr63!3:.EEX>oii:2=..-:o? F g5a c ,Zr{ u ;.5t- r- Froe2! ! gH
= E .3E2 2 ;fE F T:ocl'eEaoE:{
FFA2
tco
Y
a
U)
o\
E{
ls E:lx'.Ulx .2 ilg b P
t8 i;
l-r€ E
|! r'qt€ r.;ls7 E
li rlF;tI.Ec
s:43'. Uge
"-
EiBE
i€ig
if;g3'ia!P I.t E
I E€EIif e
*EsE
'EE-fi
3&c'.€
IE€I
siii
xx;; o. !QO E >'&;j
", =.H g" .E!uag rA6fld &,
€l -FrdFEgi q.r )
s gi €€yY r i:
HE€€t:9?-i:8gE>FS
adiZ >. ,!:=€';)6
?v
?a
C)co:so0-
t-l ,9rnE.f5
= ..9a8- rliovUoo
:lEqtt3
trl*lg F.*eFo5rE
E_;- Ero-
LAT xQO OO .: \J
cQ bH r*oo 0EHui
5F
\.-i
P
$\
(.)
h
,+.
c)
=
=:.:€a.!e
. xY
"1.;9=;o: =.9
zat
- .!r iE- p
=,4 e
2coa
;i ^= =i = -.=
': ? ;,Y
=vooi€ "- &,:;-c (,
-2-A.3{ts.q.-FI9'
.="! ? EE F': E3.5 E'*iE Ei.Y - =^|.- !! =€?:? hsxv-9
5 33'.3'J OILF
0)
!
a)
q)
iJ
IL
I
ca
b.:
=,=ziei,a, v,er52A.e:
!.=gF
l! i-.9;
za
- lxl
2
E.g.:LE9-JS
q.
€" ;2i 5
E?EE
2 +.'z H:xd€l-l | - A
"a€!v5E; I.E:EEF(/)::
=:c=-€Yr rltt r-l21t tat Ll
(a
q)
2
I
I
(n
q)t
U
It
t
O
'r.
!.L f;.
I
g.I
!ix
^1 E
U
q\
+
.EESc cv !f
r,l
$
.q
?i €'
"a-*N
-
j
Efl:! = 6^.E.E E S
= o 0voa-
oo
oo
og
oc
o9
00
i>E >.E c.Fa!-a oq(\oo
..i
aa
e.i
4 .9a;-L: a,do;'9r.i .= \,;'l
oa oo €
j
an
-l
.,?s
.,?
q
Fl
tt
o
J
3;8Z ol \o6|c\(\
ti
CI()
q,v
ol
lu
ql
F
O
rU
EL
Q
+l
iJ.
0ax
0)
>
CA
O
a
z
gr
='i&,r
a?P:
F ,:'
dt '=
€F
(\,1
ov,
ta ,f'l
qg
(!lE>
:61F .g!_c 2 7au ;'5
o2b ?t Ea z.ae,tF
= -€€)tt1Z ,-.*
= 6!: €Pe E=F 2;
too
lY
t:l5
l@.
ts
t(Jt9
[E
E
v)
a
€
Q
c)
.A
-d.2i
3F
4i:s
::
ET
*3.Fo
gE
€iEii $
.EFgE \E
:EEi;+E.|q8:r
=3l{E6
E;HFsicg iI . 'rlll !.9
HE{
;ii
tb
IFt;
t-
t;
t
3
s
ra
2
a
9
I
E
6
F
B
x;; o. :S: F -'&;..=H$ .iE;gs p
EF=cl o)
E gi E€
:Ytv, )s
Cl .c b 69€==3;fl?*:
= gEiSFS
i&;z >. .!+=e'4 ),5
2e
^q)?Aeoo3E
!0-
;4.9
34=E r:l
=ga8
= alovQol
3EEU,aAt.q
>\€qct
Gl-g9ER9R:- E6*li,ii xQc) do: L./ca 6a Itf q e-i-A<
5t-
\
\
+
.:
-:
\
frl
,J
C)
v
CJ
o
i4
-!
= !.i
a::
='7
z3
.J3
:?
?;
?z
,J
=
-r>- rg
a--:),- =:3Up
't !€
=5ui-.C:9--i>r5: t
J,!t'J^=
9
2
!!
L..?a43
='==irZC
-9l',
'-A
>e-==r=3-a!:,=-aE
e'r,:,.
':''i >
'h:
aJv
-A-.,;
=ilzi?J E
'x:<=---!hvaa i 2_:42 rE?J, ='_
=:c3
f-'l vl T-1I-J V) \-J
'o
a
!-
v>
-
(-)
=t
O
9.:
t=5.' X
r-!
i.
lr
9-
.z=s3€v
cl
ilE?
-:9
c-
c-F-
F
r:
i=p-
=;a-..E.EES: o cvc-v
e
oo
cq€
==>.E >..E c'i -. = ?i-le
2
co €
a- 3^
= 5;35 S,I =3^a
=ai
I
o
v)
(\
oq
I
J
.(!
()
.A
q)
F
F-
r")
.l
I
Ez oocl o\N
l\r
()
O
ov
vt
$
F
IA
ru
t)
'rl
o
00
A
t-
]
u)
U
x
(A
;
3
,J
,f
2Z
I
a'=
eg,
x'L
E Fgf-o
o
.:?
=:
=z'ib
E€ " g
E-.9 I.cP=Z,.J !i ilEl-<.4o5' elr9;6!9= ai E1't)Q=
:.=H<ifE:Ff!:^=e=E.; E qi= i i
'Ii
o0
2
z
F
loo
IY
la
l'6
tf
o
o\
l)
2
€
Q
q
(t)
'2A
i;
;:
21
!'3
-=
a:;$E
.EsiE!E
E* *'l s.ErflE x=:EE.l= 9
B.I I
3ET..,,'
EgoE;EE a.:
-F XI _qt 9-9
T€€
E*Elr€
.EFE
EZ:
t:-
to
'j
9
st
-9
,
F
L
,ii*+
Qct\<
",| i' :i
-E 2 .tl
iq(gci >
co .?i =!>r a:!!l!)l9l ==
= -: =l .1 \J1i"l J;3-=l rc -iJ
= L:ll -a
z >,.!€=i';2,5
?p
?.2'J !.0:-i
3!-
3r .3.nE
.16
=3-o'l c)
u30
.i= 5
- ttteE?-?; f,/
trt-lE-39E=:r:- Ero-cbi xO.J :O: LJ|3 b*;rrog
.{,-P.{
5F
xoecitein Consutting enfineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
I-AKEWOOD AVON SILVEHTHORNE
(303) 989-1223 (e70)949-600e (e70) 468-6933
(303) 989-0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Proiect No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: placement of F'ootings at Line C.5-Ir.6i l.a-3. Sample at T ine C.7/2.5
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 3.25 inches
5794FlA
144.8 pcf
Ticket No: 1056
Air Content: 2.0%
Mix DesigrrNo:
Wet Unit Weight:
R 5OF+
3:30 pm
Air Temperature:
Time Test Taken:
Concrete Temperafure: 8l oF
Test Date: 7126/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
39ls
cc: Rob Levin&Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost * Sheet I of I
Assoc.
Koellein Consutting erf,ineers, Inc.
Consulting Geotechnical Engineers
Pkury . Suite 135 . Lakewood, CO 80228-2A45
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon- CO 81620-6178
12364 W. Alameda
LAKEWOOD
(303) 98e-1223
(303) 989.0204 FAX (970) 949-9223 FAX (970)468-6939 FAX
Project No: 00-060
. AVON
(970) 949-600e
SILVERTHORNE
(e70)468-6933
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Placement of Footings at Line C.5-D.6/1.9-3, Sample at Line C.7/2.5
Total Cubic Yards: 6
Supplier: B&B Exc.
Slump: 3.25 inches
Ticket No: 1056
Air Content: 2.0%
Mix DesignNo:
wetunitweight:
3:30 pm
51a4FlA
144.8 ocf
Concrete Temperature: 8l oF
Test Date: '7126/00
Design SEength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
Cylinder Compressive Strength (psi)
3915
4540
4760
Air Ternp erature:
Time Test Taken:
cc: Rob Levine-Antlcrs, Kevin C. Duncan- Casson Building dorp.; Dan Havekost- Havekost + Sheet I of I
Assoc.
i?i" '
::
':
i:.
r,i
v
-=':
Fg
!-*
6E
g€
:x
':
co l'!
t=
.!t;r>
&=)a
o=
=i;
c:i
a3.?3
:a 'E
3g
t;
I
t.i
l<)
I
2
I
tl:!
3
L.?=-=€
=irza
J-Jttt
i- -,-?2
=, r=.J-
3:.9:
=-:M
, l4i'l
?;i.=L
=!tt4.3o.
g:
€" ;
3-:E;
z:lt>g:: ;i;<:r=5:.E:E;-J2 =._=:_3 5n atr
'4
a
a
+
7
U
!.:
<):5JX
:',
=U
N
P-
.EESc cv
6lt-
r:e-a=
a
ol
oo
N
-
I
='r-==a^.:.E:S
=ocvo>\,
oo
d
c9€
:>
= >.; c-=\=9FAiE:
c!
f.t
oq
= 5:?3E S.y GI (1
o
o
€ri
q,,
iT
Ico
00ri
aa
fz
O
I
(J
ov
eo
$o
!i
F
4'€)
Eo
+1,L
€
,9
.J)
o
v)
E
,x
7Z
;:d
=Xi.2
PF
-i.
t)4'
.tt 4
{9 d
.i
=or,E .93I F.Ev>€r- lroa! fil.E ;.'=
=ttE= E9
= E;
= E!::!9E E€p 2E
?
x
c!
2
td
z
i)
'>
tcoto\t9
l=
l1
lslo
t;
t?
2{
U
IA
le E g
l! --Jli .s a
lE!pl3 i tlc { E
l3:g
l.e g -l
le; i
|l i_B
l-,: -
l* ;:
ls: e315 U
i€ "^
EiEaetEi
E:3 Eaez'i
;-E r S
€TEE
?.iE€c 13 !i
I E€E
EET q
!Hg.F
,E E.9 I8g'.€
EE€ !
i;3{
EE{E
a-
c.l c
I q:i
!;,5i
'1
EE:Fi;i > i:Ll - o
^ A ,.,\
=;^i hv,-; \-i i -laa===trE{;
actaz >,.!AE€4..5
2r
?4oa!.2=
'&=
ti .9.ai.:6E3-o2C)
Uoo
:32ta
:,e
gfr€*3eFo:r9 t
- Eto-iPiI xQct ?o; l.,
CQ 6H;rro gSqr: <
iiF
*
\
9
o
v
'J el
x>
==3i
=:r
-J.C
-t
:a
.U
i.).
i'=il
.9 x3
=^ E
^- .{ c.,
1)
9
=
c!
_L?=-2E5
=ilzC
€ili'' ,
:r^.??
!:=3F.!:
a r4J
2
=i::JE5'4,
ZE
.J" :
aa::;a|6ti+'E i:xd5!a--A
== ! v.a i
=.3:i--a='-
=!_iE-sv-r-'t M f-lI-J IZJ I.J
a
z
U)
=
(J U
-
e,=
9:9:
^.) =U
9-
.= =c\c cv
(\
.A 6
i'E ?
"83
n co
Ft
=ft-E;€s: o 3v
O-\J
oq
cc
oqa
=>! >..E c'-: =:e -:5
2
ao
N
€
c.i
= €eE5 S.T v s
J
X
v
!4
ee
tu
Q
+
xo
J()
O
v
no
\
F
u,c)
t|.oU
+l
(\!:
a)F
)
U
c^
n
I
")-Y:l
.jz=
'= ..
c!=
>o
=9EA?=6t€
zz
t! 6!
(9a,
lcol5
IY
l>Itl:l:
IA
€
2q
U
r=
I
o
{)
.9r2Z>o
ssa1J!ri
!,-
_3EE€-.,22
-€.2i
2=5t
EE
ltt
gr3
-=
t9
Ei€
t+ F,..9
5?lE xE
;EEEFT9-:*tE
8ErsJ| |tE5g;E
ifi
-F !I .'=
=t.9
{€{
E$E
-: 9l!!=Eaa39E
E€ S
l;
E
E
9
e
z
'
t
I
2
sP
r\-
-ai! t-li2,3i
'irarl F
e €i E^=.S- flq: E;tt !6
E:9,";i
dz6z >,.!l:E€';36
2t
?aooo9tr
cD-
31 .3rni5=,- cJ;s?o?l c)E fl
UgD
iilEq,
:-c;U
trr-Gld3eEo
9BEgFE:
tr. ca AXI io ,x \J!Q b-;rro9+,.l0.<
6
!..
'+at,.,.. -....,r.,-., l .r . =rir*riiiid;*iigeiEiiidLarr..t... -
The Antlers at Vail
Construction Activities/Observations :
Field engineer arrived on site as requested to perform a rebar inspection.
on site drawings.
Location: Retaining Wall- West Wall- C-D6
Core at 3-Z|E.S-F
Support wall existing gear boxes according to Redwine 5x46 drawing
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Job No. 00-060
Report #: 40
KOEC CONSULTING ENG
Report of Construction Activities
INC.
Date: 7/31100
Sheefi 2 of 2
Rebar is tied and placed accordins to
Weather Conditions and Temperature:Sunny, T5oFt
Verbal Communication:
Field engineer informed Paul, with casson. that the rebar passed insoection.
Copies To: Rob LeVine-
Willian H. Koechlein. P.E.
KOECHLEIIONSULTING ENGTNEEI, rNC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6/5/00
Antlers Condominrum
680 West Lionshead Place Report #: 12 Sheet I of I
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny,
Construction Activitiesiobservations: 1" visit: Field engineer amved on site as requested to inspected
the footing excavation. The footing subgrade along the wall (Gridline 7) from E.8-F.2+121 was approved. The
footing along Gridline C from 5-4.3 was approved. Gabion rock has been placed to refusal stabilizing this area.
The areas that were not ready for testing at this time will be ready in the afternoon.
2nd visit: Field engineer arrived on site as requested. Field engineer observed the footing grade from Gridline C
to Gridline 3.9-5.0. Gridline 7 is approved to the intersection of Gridline 6.0. Observations indicate that project
specifications are being met.
Verbal Communication: Fieid engineer spoke with the representative. Field engineer informed
the contractor ofthe inspection results.,
Copies To: Kevin C, Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates, Jack Berga
Gustavo Botelho I wittiam H. Koechlein, P.E.
Field Observer Reviewed Bv
KOECHLEII?FONSTIt
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 616/00
Antlers Condominium
680 West Lionshead Place Report #: 13 Sheet: I of I
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny
Construction Activities/Observations: Field engineer arrived on site as requested to pick up the
concrete test cast on June 5. Field engineer was informed that Gridline 7 to the comer bend and Gridline 6 was
l' above the correct grade. Once this material is removed, another inspection will need to be schedule with the
office before concrete is placed.
Verbal Communication: Fieid engineer spoke with Greg, who informed the fieid engineer about the
above information.
Copies To: Kevin C. Duncan-Cassos Sullding Corporation, Dan Havekost-Havekost+Associates, Jack Berga
Gustavo Botelho William H. Koechlein, P.E.
Reviewed ByField Observer
Koe{ein Consulting Eng}eers, [nc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood, CO 80228'2845
SILVERTHOITNE
(970) 468-6933
(970) 949-9223 FAX (970) 468-69311FAX
Project No:0&06!
SUMMARY OF CONCRETE TEST RESULTS
12364W. Alameda
LAKEWOOD
(303) 989-1223
(303) 989.0204 FAX
AVON
(s7o) 949-600e
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81567
Project: The Antlers at Vail
Location: Footing Along Gridline F
Total Cubic Yards: I
Supplier: R&RF'<cavating
Slump: 2.7 inches
Ticket No:
Air Content:
57745
t3%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
q0oFt
l?:40 pm
5744-)
145.0 pcf
ConcreteTemperature: 85oF
Test Date: 6/6/00
Design Strength: 4000 psi @ 28 dayr
Remarks:
Age (Days)
7
28
28
Cylinder Compressive Strength (psi)
cc: Kcvin C. Duncan Casson- Building Corp., Dan Havckost- Havckost+Associatcs, Jack Shect I of I
Bcrga
AVON
(970) 94e-600e
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail. CO 81567
Project: The Antlers at Vail
Location: Footing Alon&Gndline B
Total Cubic Yards: I
Supplier: B&BFxcavating
Slumn; 2.7 inches
Ticket No:
Air Content:
67745
t3%
Air Temperature:
Time Test Taken:
Mix Design No:
Wet Unit Weight:
onoF+
12:40 pm
ConcreteTemperature:, 85oF
Test Date: 616100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
/6
CylinderCo@
4060
s370
5200
roe$tein Consulting enflneers, lnc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy ' Suite 135 ' Lakewood,CO 8o?2'8'28d6
I-AKEWOOD
(303) e89-1223
(303) 989-0204 FAX (970)94s-9223 FAx
SUMMARY OF CONCRETE TEST RESULTS
Project No:00-060
SILVERTHORNE
(970) 468-6933
(970)468-6939 FAX
57e4-2
146.0 pcf
cc: Kevin C. Duncan-Casson- Building Corp., Dan Havekost- Havekost'rAssociates, Jack Berga Sheet 1 of I
roe$lein consulting enflneers, lnc.
Consulting Geotechnical Engineers
12364W. Alameda Pltwy ' Suite 135'Lakewood, CO 80228'2845
LAKEWoop i evoru SILVERTHoRNE
(303)989-1223 - (970)949-600s (s70)468-6e33
(303) 989-0204 FAx (s70) 94e-e223 FAX (e70) 468-6939 FAX
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
Project No: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Crane Pad
Total Cubic Yards: l0
Supplier: B&B Exc,
Slump: 3,8 inches
ConcreteTemperature: 70oF
Test Date: 617/00
61781
rS%
Air Temperature:
Time Test Taken:
Mix Design No:
WetUnitWeight:
ROOF+
1?.?o nm
Ticket No:
Air Content:
5194-2
144.0 pcf
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
'7
28
28
3930
5710
5380
cc: Kevin C. Duncan-Casson Building Corp.; Dan Havckost-Havckost + Assoc., Jack Berga Sheet I of 2
'rilE:{r(ii.
roefrtein consulting enfineers' lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pltwy ' Suite 135 ' Lakewood' CO 80228'2845
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
Supplier: B&B Fxc. Ticket No:
Slump: 4,1 inches Air Content:
ConcreteTemperature: 79oF
Test Date: 611/00'
Design Strength: 4000 Psi @ 28 daYs
Remarks:
Age (Days)
1
28
)9.
AirTernperature: 95"Ft
Time Test Taken: 2:30 Pm
4130
5510
5770
AVON
(e70) 949-6009
(970) e49-9223 FAX
sruvenrnof,rue
(970) 46&6933
(e70) 468-693e FAX
Proiect No: 00-050
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETETEST RESULTS
Project The Antlers at Vail
Location: Crane Pad and Footing along Line C
Total Cubic Yards: M
67781
tA%
MixDesigrNo:
Wet Unit Weight:
57a4-2
144.0 pcf
CC: Kevin C. Duncan- Casson Building Corp.; Dan Havekost-Havekost + Assoc, Jack Berga Sheet 2 Of 2
Koeolein Gonsulting Enfteero, inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suita 135 . Lakewood, CO 80228.2845
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) e49-600e
SILVERTHORNE
(970) 46e-6933
Project No: 00-060
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Crane Pad and Footing along T ine C
Total Cubic Yards: E4
Supplier: B&R Ftc.
Slump: 4.1 inches
Ticket No:
Air Content:
Mix Design No:
werunitweight:
67787
t.4%
57q4-2
144.0 pcf
ConcreteTernperature: TqoF
Test Date: 6/7/00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
Air Temperature: qsoFt
Time Test Taken: 2:30 pm
Cylinder Compressive SEength (psi)
4130
cc: Kevin C. Duncan, Casson Building Corp.; Dan Havekost, Havekost + Assoc. Sheet 2 of 2
Jack Berga
Koeilein Consulting Enfneers, tnc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
(303) 989-0204 FAX (970) 94s-9223 FAX (970)468-6939 FAX
LAKEWOOD
(303) 989-1223
AVON
(970) 949-600e
SILVERTHORNE
(970) 468-6933
Project No: 00-050
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETE TESTRESULTS
Project: The Antlers at Vail
Location: Crane Pad
Total Cubic Yards: 10
Supplier: B&E_EK"
Slump: 3.8 inches
ConcreteTemperature: 70oF
Test Date: 617lO0
Air Temperature:
Time Test Taken:
Mix Design No:
wetunitweight:
RNOF+
12:30 pm
Ticket No:
Air Content:
61781
t9%
57e4-z
144.0 pcf
Desigrr Shength: 4000 psi @ 28 days
Remarks:
Age (Days)Cylinder Compressive Strength (psi)
3930
cc: Kevin C. puncan, Casson Building Corp.; Dan Havekosl Havekost + Assoc. Shect I of 2
Jack Berga
28
28
.1, .j. .:a: .: :., i.---r.i!\:G,,r :ri:t, ...-.--. L\'':;. .., :. , l
AVON
(s70) 94s-600s
SILVERTHORNE
(970) 46&6933
Project No: 00-060
Rob Lwine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
Projece The Antlers at Vait
Location: Stem Wall-Sample at C/6.8
Total Cubic Yards: E
Supplier: B&B Exc.
Slump: 4.0 inches
Ticket No:
Air Content:
57828
1.6%
Air Ternperature:
Time Test Taken:
Mix DesignNo:
WetUnitWeight:
1)oF+
3:05 pm
s194
148.4 pcf
ConcreteTemperature: 68oF
Test Date: 5/8i00
Design Strength: 4000psi @ 28 days
Remarks:
Age (Days)
7
28
28
3510
5600
5250
xoefrlein Consulting enfineers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy ' Suite 135 ' Lakewood' CO 8022&2845
LAKEWOOD
(303) s89-1223
(303) 989-0204 FAx (s7o) 94e-e223 FAX (e70) 468{93e FAX
ST'MMARY OF CONCRETE TEST RESULTS
cc: Kevin C. Duncan-Casson Building Corp.; Dan Havekost-Havekost + Assoc. Jack Bcrga Sheet I of I
t<oe0lein Consulting en$neers, !:ic.
Consulting Geotechnical Engin,eers
12364 W. Alameda Pkwy. Suite 135 r Lakewood, CO 8O2it8-284S
LAKEWOOD
(303) 989-1223
(303)989-0204 FAX (970) 949.9223 FAX (970)468.6939 FAX
ProjectNo: C0-050
AVON
(970) e49-600s
SILVERTHT]RNE
(970) 468.6s33
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail. CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Stem Wall. Sample at C/5.8
Total Cubic Yards; I
Supplier: B&B Exc.
Slump: 4.0 inches
Ticket No:
Air Content:
MixDesignNo:
WetUnitWeight:
lroF+
3:05 pm
61939.
1.6%
5744
148.4 pcf
ConcreteTemperature: 58oF
Test Date: 6/8/06
Design Strength: 4000 psi @ 28 days
Remarksr
Age (Days)
7
28
28
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
3510
cc: Kevin C. Duncan, Casson Building Corp.; Dan Havekost, Havekost + Assoc. Sheet I of I
Jack Berga
KOECHLEII!'CONSULTING ENGINEEM. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6/8/00
Antlers Condominium
680 West Lionshead Place Report #: 14 Sheet: I of 3
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, T2oF+
Construction Activities/Obs e:"etions :Field engineer arrived on site as requested to pertbrm a footer
excavation inspection. The contractor had overexcavated the footer area and installed Gabion rock. In our
opinion, the rock is tight and weil compacted.
Location: Footers at Line 6.AE.8, F.2, F.8, G.3
Strip Footer at Line G.'l/E.8-G,7
Strip Footer at Line G.716.0-7.0
Verbal Communication: Field engineer informed Paul, with Casson, of the inspection results.
Copies To: Kevin C. Duncan-Casson Building Corporation, Dan
Willian H. Koechlein. P.E.
KOECIILE ONSULTIIYG ENGINEE ,INC.
Report of Construction Activities
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81567
Job No. 00-060
Report#: 14
Date: 618/00
Sheet: 2 of 3
Proiect:The Antlers at Vail
Weather Conditions and Temperature:Sunny,72oFi
Construction Activities/Observations:Fieid engineer arrived on site as requested. The tield engineer
observed the contractor installing burrito-type drains on site. The drain lines are installed on the north side of
the crane pad. The drain lines are directed toward the Gabion rock and site dewatering systan.
Location: Three lines on the north side of the crane pad, &aining south.
Verbal Communication: Field engineer informed Paul, with Casson, that the drain lines are acceptable
according to KCE, Inc. Project Engineer Bill Houlette.
Copies To: Kevin C. Duucan-Casson Building Corporation, Dan
William H. Koechlein, P.E.
KoeOlein Consulting Elfineers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
STLVERI}TORNE
(szo) +decggg
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Retaining Wall. Sample at 5.2- West Retaining Wall
Project No: 00-060
Total Cubic Yards: j-0
Supplier: R&R Exc.
Slump: 4.5 inches
ConcreteTemperature: 68oF
Test Date: 6lal00
TicketNo: 61846
Air Content; 53%
Mix DesignNo:
Wet Unit Weight:
7l op+
1:25 pm
5794-2
146.0 pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
1
)?.
)9,
Cylinder Compressive Suength (psi)
4220
4530
4490
cc: Kcvin C. Duncan-Casson Building Corp.; Dan Havckost-Havekosr + Assoc., Jack Berga Sheet I of I
Koeillein Consulting Enfiheers, Inc.
Consulting Geotechnical Engiro€rs
Pkwy. Suite 135 . Lakewood, CO 802i18-2845
AVON
(970) 949-6009
(970) 949-9223 FAX (970) 468-6939 FAX
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Retaining Wall. Sample at 6.2- West RetainingWall
12364W. Alameda
LAKEWOOD
(303)989.1223
(303) 98s-0204 FAX
SILVERTHTfRNE
(970) 468.6933
Project No: 00-060
Total Cubic Yards: 1-0
Supplier: B&R Exc.
Slump; 4.5 inches
ConcreteTernperahre: 68oF'
Test Date: 6lql0O
Ticket No: 57846
Air Content: 53%
Mix Design No:
Wet Unit Weigitt:
7l oFt
1'?{ nrn
57e4-2
145.0 pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)Cylinder Compressive Saength (psi)
4220
cc: Kevin C. Duncan, Casson Building Corp.; Dan Havekgst, Havekost + Assoc., Sheet I of I
Jack Berga
28
28
" ,.t, t
n
itx
xtt
\
q)
q)
:a
-:
A
C)
I
c;)
v
i;
v()
.|
t|)(,
o0
J
q)
O ari
(J.Y
?Qn
=o
1:'-rp9
eA
F!
()9
o
o
o
II
tu
L
all
-l
o,
e
L..tEE'.=
=!szi
-c,83,ar.eE
E' :Tq,F
.g:
:E
t!.1ald
?
;-vE5'-rt,e.a-rige ;.i 6
EFEF
Ei,E E5;<:IEE:iEE,:Fai=FEsFrEvED Etr
cl
.t
a)
v)
=t
U I
-.9:r;
^oE
U
l--o\o\@o\
E
;;sa c.'EQ
oo
0c F*
rA€
=Ee N e.l
F
G
EI:2=E',-'.E.EES: c cv
E€€cc
=>i
= >.; c.:: E:r-19
E
oq
Cal
qc
c.l
oq
c\
s €eeE S,-u
E
:
J
a:{a|
J
:z €
Ja)
F
U
(!
Qo
Fb
,<*r-r Fri h
-!?
>Glv6
.o<
a2
=t,Y 6t
?l
F.
-
B
o
O
>l
u)
a
Jr\
c-
-!
()!,T.EqJF
HsA-(!e
t!
i*F-' = Fr
U)
,9=2-r,>c
:i9.EE-c!Er<
L-_35
E!.z>
'=a
Eo ;)
>c
s9
EA?Ehariu
zz
Gd
o(l
q
a
e
2{
U
a
r€
.2 -u
9:i!
I'rEtti
9!E
:a,E3;Pgl; g'*'E=E
E+ F
.E3!E \E:EE'iee
Eeb
E E.E
-oI
5E;
E 8.9
9 .|;- 2.2
H€i
EE;;cE
,EE9EE;EZ:
'az
z
t
x(.l
Qo\o ?.)
04
c 6'.E! -E .8;rtr2FlEl =€j rg<= >+.9tE =- =1 rI tY
!9 (.) at)as b
cist:sgEtEF
d*zz >. .9.
€€!*ie6
?p
-q)?p
9AC9tr
ot-
rc .gq!E
E;
!i 6)
?oq,a Q)E riovlJ ol
:=
=0:_c;e
o
':_E*
J =l.'Y.E-9:J€.: ,: -6 o-oXr bt--
o tr; €c<G>
KOE CHLEIIVC ONSTJLTING ENGINEERS. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6112100
Antlers Condominium
680 West Lionsheari Place Report #: i5 Sheec I of I
Vail. CO 81567
Proiect: The Antlers at Vail
Weather Conditions and Temperature:Sunny, TloFt
Construction Activities/Observations: Field engineer arrived on site as requested to perform
excavation and compaction testing. The contractor had finished installing vertical, perforated C.M.P. as part of
the dewatering system. The depth was approximately 15' to 20'.
Location: Approximately 80' North of the crane pad
at the center ofthe crane pad
No excavation inspection was necessary at this time.
Verbal Communication: Field engineer spoke with Ben, with Casson, to make sure the tests are up-to-
date.
William H. Koechlein, P.E.
KOE CIILEIFTC ONSULTING ENGINEERS. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6/13/00
Antlers Condominium
680 West Lionshead Place Report #: 16 Sheet: I of I
Vail, CO 81567
Project: The Antlers at Vail
Verbal Communication: Field engineer spoke with Paul and Greg.
Weather Conditions and Temperature:
C onstruction Activities/Observations :
tests w€re needed at this time.
Copies To:
engineer arrived on site as requested. No compaction
Gustavo Botelho William H. Koechlein. P.E.
Field Observer Reviewed By
KOECHLEIIIFCONSULTING ENGINEERI, INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6116100
Antlers Condominium
680 West Lionshead Place Report #: 17 Sheet: I of I
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, 55oF=
Construction Activities/Observations: Field engineer arrived on site as requested to perform an
excavation inspection and compaction testing. The subgrade ofthe footer excavations are oversaturated and
should be overexcavated.
Locations: l. G15.2- Oversaturated
2. 8.8/ 2.3 - Oversaturated
3. 5.2/F.2- Compaction Test taken (12.0o/o moisture- Oversaturated)
Verbal Communication: Field engineer informed Paul, with Casson, that the footer excavations are
oversaturated and need to be overexcavated. Areas should be overexcavated 2' below the footer grade. Areas
should then be brought to grade with gabion rock in 1' lifts. Lifts should be compacted with a trackhoe bucket.
We will return at a later date to re-inspect this above stated footer area-
V/illiam H. Koechlein, P.E.
foilrtein Consulting erQineers, Inc.
Gonsulting Geotechnicat Engineers
12364W. Alameda Pkwy. Suite 135 . Lakewood,CO 8A228-2845
(303) s89-0204 FAX (970) 949-9223 FAX (e70) 468€s3e FA)(
LAKEWOOD
(303) e89-1223
AVON
(s70) 949-6009
SILVERTHORNE
(e70) 468-6s33
ProjectNo: 00-060
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
SUIvIMARY OF C ONCREYE TEiSI' PG'J UL?3
Project: The Antlers at Vail
Location: First Footing (West), Along Gridline 5.2
Total Cubic Yards: l-0
Supplier: 'B&B-Exc.
Slump: 3.1 inches
ConcreteTanperature: 65oF
Test Date: illqlOO
TicketNo: U9
Air content: 2.50/o
Mix Design No:
wet unit weight:
A{OF+
l2:00 pm
<104-)
148.1pcf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
28
5030
6000
5400
cc: Rob LeVinc-Anrlcrs, Kcvin C. Duncan- Casson Building Corp.; Dan Havekost- Havckost + Sheet I of I
Assoc.
Koeclein Consulting Eng]teers' lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy ' Suite 135 ' Lakewood, CO 80228'2845
(970) 949-9223 FAX (970) 468-6e3e FAX
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail. CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: First Footing (West), Alon&Gridline 6.2
LAKEWOOD
(303) 989-1223
(303) e89-0204 FAX
AVON
(970) 949-600s
SILVERTHORNE
(s70) 468-6933
Project No: 00-060
Total Cubic Yards: l-0
Supplier: B&B Fxc.
Slump: 3.1 inches
ConcreteTemperature: 65oF
Test Date: 5[9/99
Ticket No: L79
Air Content: 25%
Mix Desigl No:
Wet Unit Weight:
6 50tr+
12:00 pm
57q4-2
148.1 psf
Air Temperature:
Time Test Taken:
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
28
28
Cylinder Compressive Strength (psi)
5030
cc: Kevin c. Duncan, casson Building corp,; Dan Havekos! Havekost + Assoc.; I Sheet I of I
Jack Berga \,,
-:dd1-
12381W. Alameda
T-AKEWOOD
(303) s8s-1223
(303) s89-0204 FAX (970) e4e-e223 FAX (e70) 468-6939 FAX
Jack Berga
JT Berga and Company
P, O. Box 6178
Avon,CO 81620-6178
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antiers at \/ail
Location: Wall- Gridlines C/6.r. I srFoot Depth
Total Cubic Yards: l-0
Supplier: B&R Exc.
Slump: 3.25 inches
Ticket No: zez
Air Content: 45%
Mix Design No:
WetUnitWeight:
6noF+
a:10 am
5794-2
146.0 pcf
ConcreteTemperature: 69oF
Test Date: 6120t00
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
1
28
z6
Cylinder Compressive Strength (psi)
Air Temperature:
Time Test Taken:
4060
5060
5160
cc: Rob LeVine-Anrlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost - Sheet 1 of I
Assoc.
XoeGrlein Consulting erQineers, Inc.
Consulting Geotechnical Engineers
Pkwy. Suite 135. Lakewood,CO 8On8-2845
I AVON' (970) 949-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
foetlein Consulting enlneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
(303) 989-0204 FAX (s70) e4e-9223 FAX (e70)468-6939 FAX
LAKEWOOD
(303) 98e-1223
AVON
(970) 94e-6009
SILVERTHORNE
(970) 468-6933
Project No: 00-060
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail. CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Wall- Gridlines C/6.?, I si Foot Defrth
Total Cubic Yards: t-0
Supplier: B&B Exc.
Slump: 3.25 inches
Ticket No: ?&2
Air Content: 4.5%
Mix DesignNo:
WetUnitWeight:
60qF+
Q:10 am
fl44-2
146.0 pcf
ConcreteTemperature: 69oF
Test Date: 6120100
Design Strength: 4000 psi @ 28 days
Remarks:
Air Temperature:
I rn3 I est I aKen:
Age (Days)Cylinder Compressive Saeneth (psi)
cc: Kevin C. Duncaq Casson Briilding Corp.; Dan Havekos! Havekost + Assoc.; Sheet I of I
Jack Baga
7
28
28
'jd,i!ni!5:tr;r, s j|{rjls
KOECHLENrcONSULTING ENGINI
Report of Construction Activities
INC.
To: Rob Levine Job No. 00-060 Date: 6/20/00
Antlers Condominium
680 West Lionshead Place Report #: 18 Sheet: I of I
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny
Construction Activities/Observations: Field engineer arrived on site as requested to observe the
elevator and stairs footings. The excavator installed Gabion rock to refusal. A drain pipe was also installed, but
water was still present. Water level was equal with the cobble level at this time.
Verbal Communication: Field engineer spoke with Paul, with Casson and informed him of observations.
Copies To: Kcvin C. Duncan-Casson Building Corporation, Daa Havekost-Havekost+Associates, Jack Bcrga
Gustavo Botelho William H. Koechlein, P.E.wField Observer
KoEcHLEifr oNSULTING ENGIMEI, INc.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6122'/00
Antlers Condominium
680 West Lionshead Place Report #: 19 Sheet: I of 2
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, 70oFt
Construction Activities/Observations: Field engineer arrived on site as requested to perform a rebar
inspection. The rebar was placed and tied according to project specifications.
Location: Half Wall- Lines 5-7lA Line
Wall- Lines 7-6lG.8 Line
Verbal Communication: Field engineer informed Paul, with Cassoq that the rebar placed and tied
according to specifications.
Copies To: Kcvin C. Duncan-Casson Building Corporation, Dan Havekost-Havckost+Associates, Jack Berga
Dave Kane Willian H. Koechlein, P.E.WField Observer
KOE
Rob Levine
Antiers Condominium
680 West Lionshead Place
Vail, CO 81567
Project:The Antlers at Vail
ONST]LTING ENGINE ,INC.
Report of Construction Activities
Job No. 00-060
Report #: 19
Date: 6/22/00
Sheet: 2 of 2
Weather Conditions and Temperature:Sunny, TOoFt
Construction Activities/Observations: Field engineer arrived on sit-asiequbsted to perform a
footer excavation inspection. The material at the footer grade is oversaturated. The contractor will
overexcavate the footer 2'below grade. The contractor wiil install Gabion rock in I'lifts in the overexcavated
area. Lifts will be compacted with a trackhoe bucket.
Location: F.2-G.414.7
Verbal Communication: FieldengineerinformedPaul,
overexcavated and Gabion rock should be used.
Copies To: Kevin C, Duncan-Casson
William H. Koechlei{, P.E.
KOECTILEIFTCONSULTING ENGINEERS. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6123100
Antlers Condominium
680 West Lionshead Place Report #: 20 Sheet: I of 1
Vail. CO 81567
Proiect: The Antlers at Vail
Weather Conditions and Temperature:Sunny, 64oFt
Construction Activities/Observations: Field engineer arrived on site as requested to perform a rebar
inspection. The rebarwas placed and tied according to project specifications.
Location: Wall- Lines E.8-G.8/7
Plus: Exposed bars into wall (existing wall) at 8.8/7
Verbal Communication: Field engineer informed Paul, with Casson, that the rebar passed inspection.
Copies To: Kevin
Dave $.ane William H. Koechlein, P.E.
rco"Slein Consulting enIn.ers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Sulte 135 . Lakewood, CO 80228.2845
Jack Berga
JT Berga and Company
P, O. Box 6i78
Avon, CO 81620-6178
(303) e89-0204 FAX (970) 94s-e223 FAX
SUMMARY OF CONCRETE TEST RESULTS
LAKEWOOD
(303) 989-1223
AVON
(970) 949-6009
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
Project No: 00-060
Project: The Antlers at Vail
Location: Placernent of Footin&for Elevator Core and 2 Footings at T ines F.2-Gl5.2, Samnle at
F.7/2. I't Lift
Total Cubic Yards: l_0
Supplier: B&R Fxc.
Slump: 3.5 inches
ConcreteTemperature: 62oF
Test Date: 6126/00
Ticket No: 390
Air Content: 2.8%
Mix Design No: fla4FlA
Wet Unit Weight: 144.6pcf
Design Strength: 4500 psi @ 28 days
Remarks:
Age (Days)
28
)R
AirTemperature: 65oF-t
Time Test Taken: I I :10 am
Cylinder Compressive Strength (psi)
3940
4420
4700
cc: Rob LeVine-Antlers, Kevin c. Duncan- casson Building corp.; Dan Havekost- Havekost + Sheet I of 2
Assoc.
AVON
(970) s4e-6009
Jack Berga
JT Berga and Company
P. O, Box 6178
Avon, CO 81620-6178
Project: The Antlers at Vail
Location: Placement of Footing for Flevato./Stairway Core and ? Footings at I ine F.^-G/5.2.
Sample at E.q/2.2.3ro Lift
Total Cubic Yards: 64
Supplier: B&B Exc.
Slump: 5.24 inches
ConcreteTemperature: 63cF
Test Date: 6126100
Design Strength: 4500 psi @ 28 days
Remarks:
Age (Dal,s)
7
)R
28
SUMMARY OF CONCRETE TEST RESULTS
Ticket No:
Air Content:
Mix DesignNo: 57q4FlA,
Wet Unit Weight: 148.2 pcf
650F+
l2:30 pm
395
1.4%
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
4700
4800
cc: Rob Levine-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havckost- Havekost + Sheet 2 of 2
Assoc.
roefilein Consulting en$n.ers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Sulte 135. Lakewood, CO 80228-2845
LAKEWOOD
(303) 989-1223
(303) e89-0204 FAX (970) 949-e223 FAX (970) 468-6939 FAX
SILVERTHORNE
(970) 468-6933
Project No: 00-060
xoettein Consulting gn$neers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkrvy ' Suite 135'Lakewood' CO 80228-2845
LAKEWOpp
(303) 989-1223
(303) s89-0204 FAX
AVON
(970)949-6009
SILVERTHORNE
(970) 468-6933
Proiect No: 00-050
(970) 949-9223 FAX (970) 468-6939 FAX
SUMMARY OF CONCRETE TEST RESULTS
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
Project:
Location:
The Antlers at Vail
F ?/? tsr.ifi
Total Cubic Yards: l-0
Supplier: B&B Fxc.
Siump: 3.5 inches
ConcreteTemperature: 62oF
Test Date: 6125/00
390
2.8%
Air Temperature:
Time Test Taken:
Mix Design No:
WetUnitWeight:
6(oF+
11:10 am
Ticket No:
Air Content:
57a4FlA
144.5 pcf
Design Strength: 4500 psi @ 28 dal's
Remarks:
Age (Days)
1
28
28
Cvlinder Compressive Suength (psi)
3940
Sheet I of2
roefilein Gonsulting enlneers' lnc.
Consulting Geotechnical Engineers
12364W. Afameda Pkwy ' Suite 135'Lakewood,CO 80228-2845
LAKEWOOD
(303) 98e-1223
(303) 98e-0204 FAX
AVON
(970) e49-6009
(970) s4e-9223 FAX
(970) 468-6933
(970) 468-6939 FAX
Project No: 00'060
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project:
Location:
The Antlers at Vail
395
|.4o/o
Mix Design No: 5194FlA
Wet Unit Weight: 148.2PcfSlumn: 5.24 inches
ConcreteTemperature: 63oF
Test Date: 6125100
Design Strength: 4500 Psi @ 28 daYs
Remarks:
Age (Days)
7
28
28
Air Temperature: 653!
Time Test Taken: -l2*!-pm
Cyiinder Compressive Sqqqgqlpti)
3220
Placement of Footin&for Flevator/Stairway Core and 2 Footings at T ine F.2'Gl5'n'
Samnle at E.q/2.?- 34I ift
Total Cubic Yards: 64
Supplier: B&B Exc.Ticket No:
Air Content:
cc: Kevin C. Duncan-Casson Building Corp.; Dan Havekost- Havekost + Assoc.; Jack Berga Sheet 2 of 2
KOECHLEIFCONSULTING ENGINEERS. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6/26100
Antlers Condominium
680 West Lionshead Place Report #: 2l Sheefi I of I
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Cloudy,63"Ft
Construction ActivitiesiObservations: Field engineer arrived on site as requested to observe the rebar
at the Antlers at Vail site. The rebar was placed conectly in the footings atline 5.2/F.2-G. Also, rebar was
observed in the elevator/stairway footing. Horizontal rebar is placed correctly; however, there were no details
or blueprints to show the vertical rebar. Vertical rebar was placed according to what was discussed. Also, field
engineer observed the placement of drainage along the walls located at lines C16.4-4 and line A. Along the wail
at line A, a 12" drain pipe was placed and along the wall at line C, a 6" drain pipe was placed. Rebar observed
at the wall on line 6.9/8.8-G.6 was detennined to be placed correctlv.
Verbal Communication: Field engineer spoke with James, who was in charge of the rebar, and Charlie,
from the Town of Vail.
Copies To: Kcvin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associates, Jack Berga
Jim Houlette William H. Koechlein, P.E.WField ObserYer
x
Y
;v
s\
\
$
!p
s
\
I
€3il9=
.3.!U=:
^ z z=,.j:3E i:
=f;8Ej<*"Zg
?;EL=zz;3!; ii
i !; e!::: i ; ;:
i;:=3 irl:Sgi4E 2a p 3'l€ 3 e 5 E;i e:; g
:Y'i ., 1 ,a .:*-iif n Is: =u 3 !I U = ^ cJEflEg:F6
iE iaig
$+;se iii 3 gi; 5
I
-3=
='zti!z?a".c,5'-A
-32
!)=q,-
€:J,9i
SF2- tJ€
E.sd:'-r
.*4
-=€Y :a; 6EF;!
s 4'E i,::<5q!5Y
FEEEFha'-
=E.5Erl!,vEr-'l s2 T-'rt_t iAJ L_I
a)
h
2
F
?
F
U2
al
P
O
al
ot
(.)
(\l
q,t
Q
(\l
o
P
t3
a :.igitr4P=
(,)
t:
E€so o\-EU
oqv e
rBeoEe ,.i aq?oc.i c\t
h
Fl
Ei€s: o 0v5>o
tt
oi
t-F-c:
o\
=>.s e'E 6F-A--al
\c)
cl c.l 6l
a C^
*5E.$
ti
o
t!
()
o
qt
,l
6l
o
FI
f.
?€
C)
Fl
F-
oo;
o
t]
(\|
cl
ee FI T
xo
O
qo
(l9s
F0)
Er{,e*FTE
ri -
-!e
>(!lo'::v5..L.9<
ooa9
--G
-rl
f.:-
c!
^
'
c/)
O
v)
z
Fl
o?EE
c- .9
EFo
'= !s
EE;ca<.E
:6r
=6\E .PErY3.?'l>oi-e2LE!:.EE!t
E
'!t!i !E
@o\:\o:AS
=U6q
Ei
Ai.u rt:F€Y
55.n ,-
N
O\U
EE Pto'tE>S{li.c
.EI.E;O|r
E.F C
EE: b,ip €VEE
.9gz!i:5-E!a;
Es Lado.>CAO\F
- .il,96
9F*l
c 'i'
t"rE:
BSE-^
;r'tH
!!at
.!9:F
H
g€
rif
Etr
ETT
o 6t!€=!
FiIr{ i
siEESieF;
r .qiL !,!l*E 9.5€ !
€$t
iHi
B{ !
t
=
2
t
2
t
:
r
te
<N
..1 QGor
o t 'ElE:.qlVrrl?=q€trl >-.9 =6t :lvg!-'l a)H?=o .!t=!€r9:t
O r- I{gi F
dtr E.
Ega
2p
^q)?E
H5!o-
'i .9qrE.=?;sa8F frtovQx0
9E4oeElts
()I
-;
'= gt.E9tr*F
.E XH
c X5;'I d ;,^ir a {) )'iJ !i>v
.D = ,-' =€€ES
b'tr
xoe$tein Consutting enllneers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Plwy. Suite 135 . Lakewood, CO 80228-2845
I nvor.t
(970) s4e-6009
(303) s89-0204 FAX (e70) 94e-9223 FAX (970) 468.6939 FAX
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
LAKEWOOD
(303) 98e-1223
SILVERTHORNE
(970) 468-6933
Project No: 00-060
SUMMARY OF CONCRETE TESTRESULTS
Project: The Antlers at Vail
Location: Retaining Wall- 3 Feet ahove the Footing- Gridlines G.2-G.0/37
Total Cubic Yards: 30
Supplier: B&B Exc.
Slump: 5.0 inches
Ticket No:
Air Content:
4n
4.7o/o
Mix DesignNo:
Wet Unit Weight:
700F+
10:40 am
57q4
145.6 pcf
ConcreteTemperature; 70oF
Test Date: 6127100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
28
id
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
3930
4330
4235
cc; Rob LeVinc-Antlers, Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Sheet I of 1
Assoc.
xoef,lein Consulting enlineers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy . Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD AVON SILVERTHORNE
(303) 989-1223 (970) 949-6009 (970) 468-6933
(303) s89-0204 FAX (970) 94e-9223 FAX (970)468-6s39 FAX
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
ProjectNo: 00-060
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Footings and Basement Wall- Wall at Line 7/B-C- 3 Footings at Line C.5/5 and Line
4.7tD.6-E.2
Total Cubic Yards: l0
Supplier: B&B Exc.
Slump: 3.75 inches
Ticket No:
Air Content:
510
1.6%
Air Temperature:
Time Test Taken:
Mix DesigaNo: 5794FlA
Wet Unit Weight: . pcf
?50F+
I l:20 am
ConcreteTemperature: 63oF
Test Date: 6/30100
Design Strength: 4000 psi @ 28 days
Remarks:
Age (Days)
7
I2
28
Cylinder Compressive Strength (psi)
3650
4040
4830
cc; Kevin C. Duncan- Casson Building Corp.; Dan Havekost- Havekost + Assoc.; Jack Berga Sheet 2 of 2
roefrlein Consulting en$neers, lnc.
AVON
(970) 949-6009
SILVERTHORNE
(970) 468€933
Proiect No: 00'050
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
Project:
Location:
Total Cubic Yards: 30
Supplier: B&B Exc.Ticket No:
Air Content:
Mix DesignNo:
WetUnitWeight:
TncF'+
10:40 am
42&
4.t%
5794
145.6 pcfSlump: 5.0 inches
ConcreteTemperature: 70oF
Test Date: 6127100
Design Strength: 4000 Psi @ 28 daYs
Remarks:
Age (Days)
7
28
?R
Air Temperature:
Time Test Taken:
Cylinder Compressive Strength (psi)
3930
Consulting Geotechnical Engineers
12364 W. Alameda Pkury. Suite 135 ' Lakewood' CO 80228-2845
LAKEWOOD
(303) s8e-1223
(303) 989-0204 FAX (s7o) 949-s223 FAX (970) 468-6939 FAx
SUMMARY OF CONCRETE TEST RESULTS
,; ",1
Sheet I of 1
KOECHLEITCONSULTII{G ENGINEERI. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6127100
Antlers Condominium
680 West Lionshead Place Report #: 22 Sheet: I of 2
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, TSoF-r
Construction ActivitiesiObservations :Field engineer arrived on site as requested to inspect the rebar
located at gridlines 5.2/E.2, 5.2/D.6, and C.5/6. I . In the around gridlines 7 /C.5, there are three footings. These
were inspected as well. All rebar inspected has been placed according to project specifications.
Verbal Communication: Field engineer spoke with Paul, with Casson, and informed him that the rebar has
Copies To: Kevin C' Duncan-Casson Building
Willian H. Koechlein, P.E.
i..:1 ,,
KO E C IILE IFC ONs UL TING EW
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6/27/00
Antlers Condominium
680 West Lionshead Place Report #: 22 Sheet: 2 of 2
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny, 75oF=
Construction Activities/Observations: Field ensineer arrived on site as reouested. There appear to be
several problems occurring on site.
1. The footing located at gridlines C.5/6.1had previously been inspected; however, the top swface soil was
observed as soft due to heavy rain. The concrete was to be poured on that wet surface.
2. The backfill behind the retaining wall that runs from north to south along gridline C is saturated and must be
removed and replaced.
3. The sandy silt material located on the northeast side of the crane pad was not ready for testing at this time.
The representative indicated that they would be working on that area.
4. Footing inspections have been made and approved, some final elevations for footings have been change anci
excavated after our inspections. We must re-inspect all footing grades that have been changed, before
placernent of concrete.
Verbal Communication: The report was written in the office, therefore iiopy was noileft-n-rte.
Copies To: Kevin C. Duncan-Casson Building Corporation, Dan Havckoit-Havckost+Associatcs, Jack Berga
Gustavo Botelho
Field Observer
William H. Koechlein, P.E.W
KOE CHL ErN C ON S ULTTNG ENGTNE E R-S ; IwF
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6129100
Antlers Condominium
680 West Lionshead Place Report #: 23 Sheet: I of 2
Vail, CO 81567
Project The Antlers at Vail
Weather Conditions and Temperature:Sunny, 80oFt
Construction Activities/Observations :Field engineer arrived on site as requested to obserrre the
retaining wall backfill. The backfill for the retaining wall is well compacted. The location of the wall is from
gridline 4.7 to the south end. lt is 18' deep from the top of the wall, The area below the strip footing from
4.7 lB has met project specifications.
VerbalCommunicationlFieldEngineerspokewithPaul,with@
observation.
Copies To: Kevin C. Duncan-Casson Building Co
Gustavo Botelho William H. Koechlein, P.E.
Reviewed BvField Observer
KOECHLEIN CONSULTING ENGINEERS, INC.
Report of Constnrction Activities
To: Rob Levine Job No. 00-060 Date: 6129100
Antlers Condominium i
680 West Lionshead Place Report #: 23 Sheefi 2 of 2
Vail, CO 81567
Project: The Antlers at Vail
Weather Conditions and Temperature:Sunny,80oFt
Construction Activities/Observations: Field engineer arrived on site as requested to inspect rebar.
The five columns from gridline E.2 to C+ 20' along gridline 6.2 were inspected and the rebar is placed
according to project specifications.
The footing located at gridline 4.71D.6 is well compacted and ready for the next step. The footing located at
gridiine 4/D.6 still needs to be excavated and filled with cobble.
Verbal Communication: Field engineer informed Paul, with Casson, of the inspection results.
Copies To: Kevin C. Duncan-Casson Building Corporation, Dan Havekost-Havekost+Associarcs, Jack Berga
Gustavo Botelho William H. Koechlein, P.E.WField Observer
\
p
*\
$
60
l:
i:
qJ
c)q)
v
d
F
()
4)
Ed
EE:".Y (- .O) .-
: o:l, EEe i
e::-!4gJ;r
€ [e *:
aEsi?
$.E.r - s
ffiiEt;:; g#
€igE;
>.!XE.!'FlE,a iF;g'It '
E gEfie g
E5€EEi
E*gEg;grEE R E -6
Eii r€: :
&l iF:=Eol .Y.r d'l cgE 5EY;
B,I F.E g: T
r:i I E ED g
I
l-.?r 0E5
=Fza {,1h 9,
'rr^-38
=:=9F
r!?.9;
:wlt, IAJ
;.sEE-E'
c] c,l9a
crr>g Er;!E
24'Ei",i;<fsl bYE:EE-ut -_ ._
=!_5Er6vrD Atr
h
6)
a
v)
N*
()
P
lt
P
U
tr :.:
;a!
.eE
O
€
Sr-
.E;So ov
og
,rf
i'E 6rae s(\I
.')
c!
F
rl
E!;
.E.E E S: e ov
cq
cp
=>E >.-: c
-:L=9Fcie c{
oo
N
! Oa
=.EEac i,9 tr.4
3-
ecl
I
ol(\l
o'-
cl
n
Uo
J
Z:&z
.l(a
+
Jo
6
!
fl
v
F
9)()
U
+iE
q_-
tq
O
a
t'38zJ
=.-,FcE++{ot';o;v)
Qoc
==t;i -:: e.*3Fa=|.
F
.9, =,z>3
aiiP?,4E:
!,-vo
EE
2;
'=6
>o
..;
=q'!: E
(lC!.1 U
€')(J
zz
.!Pcer=6)
.>i,>
C
a
oc
a)
a.
€
a
-i;.2i
HE
9!ta
'=3
:!!i;!
e E'i
i;:
nEs
.EF!E xc
;EE*=:
F-e !
3:-e
-o]
E H.!
a 4.e*.i 1
_> !i -9
FFTt .BE.EHi
3
YN
U:
"E€i! -E .8iHl/ T.1
El =€i .!H>q.Y :Nia ::>{gbl sKI EFrq f
-:r. F
dE(Ei€i;r6
?z
^q)?=ebD:s0t-
H.9rrE
E;
=s.o?e)- aAovUac
E;Ea
3-qve
o
=E.= 9tr*F! FX=.=-?:Joo'<UEai r-eXaar--
.1 <6>
F
KOECHLEIFTCONSULTING ENGINEEK. INC.
Report of Construction Activities
To: Rob Levine Job No. 00-060 Date: 6/30/00
Antlers Condominium
680 West Lionshead Place Report #: 24 Sheet: 2 of 2
Vail, CO 81567
Project The Antlers at Vail
Weather Conditions rnd Temperature:
Construction Activities/Observations: Field engineer arrived on site as requested and inspected the
following structures: 6 Columns on6.21D.6, E.2, E.8, F.2,F.5, &G.4.
Line 6.2iF.2 and G
Wall on LineT/B-C- Verticle *s@tz": Horizontal #5@12"+: Above door #6 (6) Horizontal
(No specs found for this line)
Footpads on 4.7 lD.6, E.2, C.5, 5
Column Steei 6. l/C.S, E.8l 4.1, E.8/ 5.2
Column Steel D.6/5.2, 8.215.2
Footing on 4.7/F.2- G.5, then South to 5.2
-were lacking I of 4 lengthwise bars: linked to accommodate for missing bar and
satisff specs (recommended to add a full length bar and respace, but option was overly troublesome)
Overall: All rebar inspected has been placed and tied according to prcject specifications.
Verbal Communication: Field eneineer informed Paul. with Casson. of the inspection results.
Copies To: Kevin C.
Jim Houlette/Seth Busetti William H. Koechlein. P.E.
Revierved By
1 :.*:
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail. CO 81657
(970) e+9-e223 F$( (s70)468-6s39 FAX
ProjectNo: 00-050
rotrrlein Consulting e?gin"ers, Inc.
Consulting Geotechnical Engineers
123il W. Alameda Pkury. Suite 135 . Lakewood,Co 80228-2845
uxewood
(303) 989-1223
(303) 989-0204 FAX
AVON
(e70)949€009
SILVERTHORNE
(s7o) 468-6933
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Columns at Line 5.2/D.5. 8.2, E.8, F.?. F.8, and G.4, Also Line 5.2/ G. F.2. Sample at
1ine6.21E.2
Total Cubic Yards: 5
Supplier: B&B Fxc.
Slump: 7.5 inches
Ticket No: 506
Air Content: 2.4%
Mix Design No: BP8000
Wet Unit Weight: 146.8 pcf
I t-t{tAir Temperature:
Time Test Taken:
ConcreteTemperature: 62oF
Test Date: 6/30/00
Design Strength: 6000 psi @ 28 days
R.eroarks:
Age (Days)
7
1)
28
H
Cyiinder Compressive Strength (psi)
3700
3910
cci Kevin C. Duncan-Casson Building Corp.; Dan Havekost- Havckost + Assoc.; Jack Bcrga Sheet I of 2
roecfiein Consulting enfineers, Inc.
Consulting Geotech nical Engineers
12364W. Alameda Plarvy ' Suite 135'Lakewood' CO 80228-2845
SILVERTHSNE
(e7o) 468-6933
(s7o) 46&6939 FAX
Project No: 00'060
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
AVON
(s70) s49-6009
(970) 94e-s223 FAX
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail. CO 81657
SUMMARY OF CONCRETE TEST RESUI TS
Project:
Location:
Total Cubic Yards: 10
Supplier: B&B Exc.Ticket No: 5l-0
Air Content: 1.6%
Mix Design No: 57a4FlA
WetUnitWeight:
-,Pd
The Antlers at Vail
Slump: 3.75 inches
ConcreteTemPerature: 53oF
Test Date: 5130t00
Design Strength: 4500 Psi @ 28 days
Remarks:
AirTemperature:'lsoFX
Time Test Taken: l1:20 am
Age (Day$
36507
28
28
4.1D.6-8.2
CC: Kevin C, Duncan- Casson Building Corp.; Dan Havekost- Havckost + Assoc.; Jack Bcrga Sheet 2 of2
xoef,lein Gonsulting enlineers, Inc.
Consulting Geotechnical Engineers
12364W. Alameda Pkwy. Suite 135. Lakewood, CO 80228-2845
LAKEWOOD I
(303) 98$1223
(303) 989-0204 FAX (e70) 94e-e223 FAX (s70) 468-6939 FAX
AVON
(e70) e4e-6009
SILVERTHORNE
(970) 468-6933
ProjectNo: 00'060
Rob Levine
Antlers Condominium
680 West Lionshead Place
Vail, CO 81657
SUMMARY OF CONCRETE TEST RESULTS
Project:
Location:
The Antlers at Vail
T.ine 6.21E.2
Total cubic Yards: 5
Supplier: R&B Exc.
Slump: 7.5 inches
TicketNo: 506
Air Content: 2.4%
Mix Design No: 8P8000
Wet Unit Weight: .*pcf
ConcreteTemperature: 62"F
Test Date: 6130100
Design Strength: 6000 Psi @ 28 days
Remarks:
Air Temperature: 7'l oFt
Time Test Taken: 10:15 am
Age (Days)
,7
28
28
J /UU
CC: Ko,in C. Duncan- Casson Building Corp.; Dan Havckost- Havekost + Assoc.; Jack Berga Sheet I of2
KoeClein Consuiling Eneneers, lnc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkwy. Suite 135 . Lakewood, CO 80228-2845
LAKEWOOD
(303) e89-1223
(303) 989-0204 FAX (970) 949-9223 FAX (970) 468-6939 FAX
Project No: 00-060
NAIIJNG TEST
SUMMARY OF CONCRETE TEST RESULTS
Project: The Antlers at Vail
Location: Columns at I ine 6.2/D.6. 8.2. 8.8. F.2, F.8, and G.4. Also I ine 5.2i G, F.2- Sample at
Line 6.2/E.2
AVON
(970) 949-6009
SILVERTHORNE
(970)468-6933
Jack Berga
JT Berga and Company
P. O. Box 6178
Avon, CO 81620-6178
Total Cubic Yards: 5
Supplier: B&B Exc.
Slump: 7.5 inches
ConcreteTemperature: 62"F
Test Date: 6130/00
Age (Days)
7
t2
24
H
Ticket No: 506
Air Content: 2.4%
Mix Design No: BP8000
Wet Unit Weight 146.8 pcf
?10F+
10:15 am
Air Temperature:
Time Test Taken:
Design Shength: 6000 psi @ 28 days
Remarks: Compressive Strength failed to meet proiect specilications.
Cylinder Compressive Shength (psi)
3700
3910
4560
5085
cc: Rob LeVine-Aatlers Condominium Kevin C. Duncin-Casson Building Corp.; Dan Havekost- Sheet 1 of 2
Havekost + Assoc.
roeGlein Consulting gltineers, Inc.
Jack Berga
JT Berga and ComPanY
P. O. Box 6178
Avon, CO 81620-6178
(970) 94e-s223 FAX (970)468-6e39 FAX
SUMMARY OF CONCRETE TEST RESUj{!
Project:
Location:
The Antlers at Vail
Consulting Geotechnical Engineers
12354 W. Alameda Pkwy ' Suite 135 ' Lakewood, CO 80228'2845
LAKEWOOD
(303) s89-1223
(303) 989-0204 FAX
AVON
(e70) s49-6009
SILVERTHORNE
(e70)468-6e33
ProjectNo: 00'060
Line6.2lF.2
Total Cubic Yards: 5
Supplier: B&R Exc.Ticket No: 506
Air Content: 2.4%
Mix Design No: 8P8000
Wet Unit Weight: 146.8 PcfSlump: 7.5 inches
ConcreteTemPerature: 62oF
Test Date: 6130t00
Design Strength: 6000 Psi @ 28 daYs
Remarks:
Age (Days)
7
1)
aA
H
Air Temperature: 7l"F+
Time Test Taken: l0:15 am
3700
391 0
4560
cC: Rob LeVine-Antlers Condominium Kevin C. Duncan-Casson Building Corp.; Dan Havekost' Sheet 1 Of 2
Havckost * Assoc.
IIIDEPE}IDEI'IT TESTI}IG &
II{SPECTIOII SER'/ICES IIIC.
t20E4 V SEEil Ct.
COI{IFER, COLOR m 80/83
(303) 67/0-7560
OBSERVATIOil RErcRT
Pag€1of
l1-6-00, 11-7-00
Date: & ll-9-00Cl ient:
Project:Antl er' s Remode] /Addition Location: Vail, Co'lorado
Insp€ctor:George Schwandt
Thls report package contaJns infonnatlon concernlng specifjc tests andinspections of structural steel Heldlng, structural bolting, structural spraysdfireprooflng, and/or nondsstructive testlng. Only the fonm approprlate to thE typesof inspections and tests conducted have been prepared and are enclosed.
The speclfic criteria uti'lized in Judgtng the degree of conformance for each arsaof inspectlon ls contained on sach indivldual .lnspec{ion form.
Also inc'luded in this lnspectlon package may be ITIS' "Llst of QutstandingDiscrepanc'les (O.0. Llst)". The O.O. Llst rill be tonsecutlvely nrnbered througlhoutthe durat'lon of the project for each page lssued, as rill b€ the deflctent itenscontain€d ln the ltsts.
If there are any guestlons regardlng the content of thls reporti please feel freeyour conyenloncc.
David L. Sturgeon
President
ICEO Certtfied
Level III
Ars Qc-l
DI STRI BUTIOIIS:Ant'lbrs Condoniniun Association
,J.T." Berga & Co., Inc. - Attn: llr.
Casson Buildlng Corp. - Attn: llr.
Havekost & Associates P.C.
RedwJ ne,/Rez i an
ilack Berga
Joe Casson
,rOepeNDENT resnnc?
INSPECTION SERVICES INC.
12084 VASEEN COURT
coNrFER, COLORADO 80433
(303) 674-7560
FIELD INSPECTIOI{ REPORT FORH
IIIiTIAL VISUAL IIISPECTIOII OF I{ELDIIIG
Field l.lade lields: X Shop Hade [elds:Type of ttelds Inspffirooie --- -Oiher-
TyPg0fComponentContai.ningtheIiffitedl{eldTiErc-olumn@
r'e]d, embed, cold formed, mital stuoi, etc. ): ' precast connectionsApplicable Code or Standard; AHS Dl.l an
Level or Elevation: PJaza Level Ledqe qngle to concrete embed plate
Grid_ l_f ne t gcation( s)
Page 2of4
11-6-00, l1-7-00
082100 Date: & 11-9-00Inspector: Georqe Schwandt ITIS Job No.
AREAS OF INSPECTIOII
priate, assigned nF" prefixed 0.D.
referenced 0.0. List. Thp lpr{
ons ot nonconformance.s0 lnciten number and 0.0. page number.
e rne appro-
Attach the
the too si
0r
ine
5.
Level
Grid
4
Elevation: plaza Level ast wall oanel to c t
I I oca ti on ( s)Ti?6fr[EGTi!s, 0f rnspection 0r tests:area6 and 7 lines from A - D.6 lines and on C,5 and D.6 lines from 3
-.-l.]-t-!-Pnovloe a critique ons of noncon rmance.so lncpriat€r assigned oFn
neferenced 0.0. List.
prefixed 0.0.
llone
item number and
noted
0.0. page number. Attach
appro-
the
E'levation: Plaza Level precast panel to orecast oanel
l ocatton ( sand4-Tllnes
rrov]se a cr1 frque of noted cprlate, assigned ,F,' prefixed
rcferenced 0.D. List.
ons ot n
0.0, item number
Hone noted
ornance.so lnc
and 0.0. page nunber.
apprc-
Attach the
Rdnaining conditions not listed ascrl terl r.0.D. items rere found conformlng to the stated
IIOEPENDENT TESTTNGO
INSPECTION SERVICES INC.
I2084 VASEEN COUFT
coNtFER, COLORADO 90133
(303) 674-7560
FIELD IT'ISPECTIOI{ REPORT FOR'{
INITIAL VISUAL IIISPECTIOlI OF IIELDIIIG
Inspector: Georqe Schwandt ITIS Job l{0. 0g2t00
line
Paqe 3 of 4
1l-5-00, ll-7-00Date: & 11-9-00
Fiel d l{ade l{el ds :rlelo itaoe Hel6s: X , ShOp flade l,leldS:Tpe of Helds Inspffiroove 0thejJpe or retos rnspected: f'l llets x Groove 0therrype of Component Containing the Ii3FAted t{eldTTE columcolumn, beam,weld, embed, cold formed, mital stuai, etc.):
col umn, beam, girder, .moment
Precast connectibnsApplicable Code or Standard: AttS Dl.l aria
AREAS OF INSPECTIOI{
or Eleyation:Level
Gri d
levation: Plaza Level Hair oins to orecast emhed olates
l_ocation(s)
A to 0.6 and 4 - 7 lines
novrde a crltique o ons 0f nonconfonnance. Also inc appr0-
Attach thepriate, assigned,,F,, prefixed
referenced 0.0. List.
0.0. item number and 0.D. page nunber.
l{one noted
Level or
Grid line
E'l evati on :
I ocati on ( s)-Eiffi[E33Ti!area(s, 0 nspectron 0r
-i--i.=_.r.--rrovr0e a crltiquepriate, assigned "Fn prefixed 0.D.referenced 0.0. List.
ons 0f nonc ornance. Al so inc appro-
item number and 0.D. page number.Attach the
Level or
Grid line
E'levatlon:
l ocati on ( s
a cr't ti que noted c ons of nonconfomance. A'lso inc appro-prefired 0.0. item number and 0.D, page number. Attach the
I
priate, assigned rFt'
referenced 0.D. Llst.
R€fnalnlng condltlons not listed as 0.D. items rlere found confonning to the stated
cri teria.
IIIUEPtrNDENT TESTING 6
J|r*THy":EsrNc.a
@iltFER, COUnAOOO.$!
(o3lC'+75c0
Page 4 sf 4
IIIITIAL
YERIFICATIOIIS OF
SI{P/FIEtD
T'ELDII{6 OPERATIOIS
Verificat{ons performed in:Verlfication of conformance
x
proposed rald Joint rith
proposed reld Joints rithout
adequate docunntation of
AHS Dl.I
The following itens concerning wetding operations have been verified by physical
rnspectlon or review of prepared docunentation.
'X Current we'tder qualiflcations and certification as applicableto the employed processes.
--- Certi fi catlons attached," Certificationson file rith General Contractor
-Certificatlons
on flle rith Fabrlcator
X Veriflcation of nelding consumables to be uilllzed lnrelding operations
Yerlfication of relding pr-ocedures
VerJfication of nelding sequence
_ Attached
-Verffication
of distorilon contrcl
-
Attached
Verification of conformance of
prcqual lfied status
Yerlfication of confonnance ofpre-quallfied status but rith
qua I i fi cati on
-
l{.P.S. and P.Q.R.attached for Englneering review
0ther {nspectlons orlconcerns: Infon.lation oertains to lbhring l{elrting t
Erection iompany
HEPI,VORTH-PAWLAK GEOTECHNICAL
DAILY DIARY
PROJECT: Antlcn Condo Addition-
Parking Stmcture
Independent Tcsting & Inspection Senrices
120t4 Veseen Court
Conifcr, CO tlX33
JOB NO. 4N24E
2,fll Annh Roed
P.O. Dwcr 1887
Siharthomc, CO EO{9t
Ptonc: (970) {5&19t9
Fu: (970)45&589r
DATE: 0t/13 - 0tll9l0o
Attn: Dave Sturgeon
SllTlOO - H-P Geotech visited the Antles Condo. Addition site located in Vail, Co. to
obtain placement and elongation drawings supplied by KLG Corp. for the post tension
parking structure decks, pour 1 andZ.
We met with Joe Casson and requested the ram and guage calibration data for the ram
and guage to be used for tendon stressing. We reviewed the drawings and specifications
during our site visit.
EllEl00 - H-P Geotech visited the Antlers Condo. Addition site to observe post tension
stressing of tendons placed in the paxking structure deck pour no. L We received the
guage and ram calibration data and noted calibration qrcpeded the 30 day calibration
limit. We observed the tendon stressing for thc unifonq beam and band cabtes. The
stressing sequense was 100p/o uniform then 100/o band urd beam tendons.
Elongations of tendons were mearurcd ard recorded. See anached pages I tkough 9 for
results. In summary 1?Z oftheuniform tendons Exceeded ttrc7% + deviation ofthe
calculued elongation and 33o/o of the band and beam tendons orceeded the 7o/o +
deviation ofthe calculated elongation. We found 10 ofthe Z3band tendons at grid G.5
had not been placed in the declg and two uniform tendons at grid 4 were not stressed.
See No, 3l and 32 note.
Reviewed 87: Eepworth - Pavrlak Gco'echnical
. : '--;:-r;1-::.l?.-F--. " -"
Or*o*r" - pewlex GeorBcrnvr0,. r*..
240 Annie Road - P.O. Drawcr i887 Silvenhomc, CO 80498 970-468-1989
POST TENSION FIELD REPORT
CLIENT:Independent Testing & Inspection Service DATE/DAILY RPT.08/18/00
'100 248
O'Hara.-__-.--
Constn-rction Services
Manager
60
PROJECT:Antlers Condominiums Addirion - Vail. CO HPG JOB:
LOCATION:Eagle County Vail, CO OBSERVER:
CONTRACTOR:Casson Building Corp. King TITLE:
WEATHER:Cloudv TEMP:
FLOOR: l" level parking deck POUR: No. I
JACK S/N: PTPM 397
DRAWING and DATE: KLG 7/28/00
Tendon
No.
Location
Uniform Strand
Jacking
Force
Gauge
R eading
Calc.
EIong.
Measured Elongation 94
DeviarionEnd I End 2 Total
Grid 2+4'3 -r.0 Kio -i400 2 t /.."
2 Grid 2+4'33.0 Kip 5400 2'/2"
J Grid 2+8'33 0 Kip 5400 2'7/8"
4 Grid 2=8'33.0 Kip 5400 2 7t8"
)Grid 2*8'33.0 Kip 5400 2 7/8"
6 Grid 2+12'33.0 Kip 5400 3 t/4"
7 Grid 2+12'rJ.U t(lp 5400 3 t/4"
6 Grid 2+16'33.0 Kip 5400 3%"
t Grid 2+ I 6'33.0 Kip 5400 3%"
l0 Grid 2+16'33.0 Kip 5400 )/2
il Grid 3 33.0 kips 5400 2"2.0 2.0 U
t2 ./Crid 3 33.0 kips 5400 2"r 5/8"l 5/8 -t9
t3 ,/Crid 3+3'33.0 kips 5400 23/8 2.0"2.0 -16
t4,/Crid 3-3'33.0 kips 5400 23/8"| 7t8"1 7/8 -!tts/UflO J +J 33.0 kips 5400 23/8 )n"2.0 -t6
COMMEI
No. denotr
iTS: l-10 to be stressed in pour 2. 7o deviation from calculated etongations shall not- exceed + |oh. / by tendons excessive deviation of elongations.
{EEDED OR ITEMS OF CONCERN, jACTION
PACEIOF9I,AOIS
Shawn O'Hara
,#^"5:*1i;:ll#i,,9"*"",,llf"Tillf i,"ili,;,
POST TENSION FIELD REPORT
PROJECT: Antlers Condo
Addition Vail. CO
DATE/DAILY RPT: 8/I 8/00 HPG JOB: 400248
Tendon
No.
Location
Uniform Strand
Jacking
Force
Gauge
Reading
Caic.
Elone.
Measured Elongation %
Deviation
End I End 2 Total
i6 U rlo r-b'-: -1 .0 Kips 5400 : iiS": 1.!
17,/Crid 3-6'i3.0 Kips 5100 2 5/8"2 U1")l/4 -15
i8 Crid i=9'33.0 Kios 5400 I 7,'8"41t1tr J )t+
ts,/Grid 3-r9'3 i.0 Kips 5400 27t8"2I/2"2 t/t -t3
l0 Grid 3+9'33.0 Kips 5400 2 7i8"2 3/4 -)
Grid i+12'3i.0 Kips 5400 J lt+? 7/8"2'7/8
Grid -:+12'i3.0 Kips 5400 3 1/4"2 7/8"2 7/8 la
Urlo Jr I )33.0 Kips 5400 3 Yz"i.0"3.0 -15
'14 Grid 3+15'33.0 Kips 5400 J/2 3 t/4") lt1
25 Grid 3+15'33.0 Kips 5400 3h"3 t/1"J 1t+-7
26./Grid -r+18'33.0 Kips 5400 3 7/8"3 t/r") -/a -10
Grid 3+18'33.0 Kips 5400 3 7/8"3%")t7 -t0
28 Grid 3=21'33.0 Kips i400 J )l+3 3i4 -7
29 Crid 3-21'-r3.0 Kips 5400 J -11+-1
Grid i+2 I 3i.0 Kips 5400 3 5/8"3 5/8 -10
.31*Crid 4 33.0 Kips i400
32*Grid '{33.0 Kips 5400
JJ Crid 4++'i3.0 Kips 5400 3 i/8")12 I".-4
J+Crid 4+4'33.0 Kips 5400 3 5/8"1 t/2"3 t/t
35 Grid 4+4'33.0 Kips 5400 3 5/8")/2 3%A
36 | Crid q+8'33.0 Kips 5400 3 5/8'3%3v,
37,/ I Crid q+8'33.0 Kips 5400 3 5/8'4.0"4.0 +10
38,/ | crid ++8'33.0 Kips 5400 i 5/8"4.0,'4.0 +10
i9 | Crid 4+12'33.0 Kips 5400 3 5/8")'/2 3/,t
40 | Crid 4+12'33.0 Kips 5400 3 5/8"3 Vz")'/2 /
41./ I Grid++I2'33.0 Kips 5400 3 5/8"3 l/4"3 l/4 II
42 | Grid q+7 33"0 Kips 5400 4h"4 5/8"I 5/8 rz
43 | Grid 4+7 33.0 Kips 5400 4%"4%"4%n
| #32 no anchor head #3 I not stressed 08i i8/00 PAGE2OF9 PACT3
vv
r{EpwoRTH - Plwtrx GrorrcnmcAl. rNc.
240 Annic Road - P.O. Drawcr I887 Sitvcnhomc. CO 80498 970-468.t989
POST TENSION FIELD REPORT
PROJECT: Antlers Condo
Addition. Vail. CO
DATE/DAILY RPT: 08/I8/00 HPG JOB: 400 248
Tendon
No.
Location
Uniform Strand
Jacking I Gauge
Force I Reading
Calc.
Elong.
Measured Eloneation %
DeviationEnd I End 2 Total
44 Grid 4.7+3'33 Kips 5400 17i8"5.0"5.0
ti Grid 4.7+3'J-)Kips | 54oo 4 7/8"5.0"5.0
+o Grid 4.7+3'33 Kips 5400 4 7/8"4 7,',8 0
^1 Grid 4.7+6'33 Kips -i400 4 7/8"5.0'5.0
48 Grid 4.7+6'3i Kips 5400 4 7/8"5.0"5.0
49 Grid 4.7+9'33 Kips 5400 4 7/8"5.0"_s.0
50 Grid 4.7+9'33 Kips 5400 4 7/8"5.0"5.0 .?J
5l Grid 5 33 Kips 5400 4 7/8"5.0"5.0 +2
52 Grid 5 33 Kips 5400 4 7/8"5.0'5.0
53 Grid 5.1 33 Kips 5400 4 7/8"4 3/4'4 3il
i4 Grid ,<.1 33 Kips i400 4 i/8"4 314 -J
Lrrlo ).1 33 Kips 5400 4 7/8"4 3/4"4 3/4 .J
,i5 \JnO ).1 33 Kips 5400 10 t/4"I0 t/4"t0 t/4 0
57 Grid 5.2 33 Kips 5400 to t/4"10.0"10.0 -J
58 Crid 5.2+3'-6"33 Kips 5400 lo t/4"l0 t/8"l0 l/d
)v Grid 5.2+3 -6"33 Kips 5400 to lt4"10.0"r0.0 | -3
60 Crid 5.2+3'-6"33 Kips 5400 10 r/4"10.0"r 0.0 -J
6l Grid 5.2+7'33 Kips 5400 t0 U4"10.0'I0.0 .J
62 Grid 5.2+7'33 Kips 5400 t0 l/4"10.0"10.0 -J
OJ Grid 5.2+10'-6'33 Kips 5400 t0 t/4"t0.0"| 0.0 -)
64 Grid 5.2+10 -6"33 Kips 5400 t0 t/4"t0 %"t0%
b)Crid 5.2+10'-5"33 Kips 5400 to l/4"l0 l/8"l0 t/8 a
66 Grid 5.2+14'33 Kips 5400 l0 l/4"| 1.0"I 1.0 +7
ol Crid 5.2+14'33 Kips 5400 t0 t/4 t0 3/4"t0 3/4
68 Grid 5.2+17'-6"33 Kips 5400 l0 7/8"l0 7/8"t0 7/8 0
Grid 5.2+17'-6"33 Kips 5400 t0 7/8"| 1.0"I 1.0 't- I
70 Grid 5.2+17 -6"33 Kips 5400 t07/8 t0 7/8"l0 7/8 0
Grid 6+2'33 Kips 5400 r I 3/8"t0 %"l0 t/z -8
t!uno o+l'33 Kips 5400 il 3/8'I0 3t4"l0 314:i::.::-: - --'---
PACE]OF9 PACES
O
HEpwoRTH - P,twtAr GBotBcuxIcAL. INc.
240 Annic Road - P.O. Drarvcr l88Z Silvenhome, CO 80198 970-468-1989
POST TENSION FIELD REPORT
PROJECT: .{nrlers Condo
Addifion. Vail. CO
DATE/DAILY RPT: 8/l l/00 HPG JOB: .100 l{8
Grid 6+5'-6"11, t,/4
Crid 6+j'-6'
Grid 6+5'-6"
Crid 6.1+j'Il t/4
UrlO O.Ji-J
Grid 6.2rj'lt t/4
Crid 6.2+9'
Grid 6.2+9'
Grid 6.2+12'
Grid 6.2+12'
PAGE l OF 9 PACES
POST TENSION FIELD REPORT
PROJECT: Antlers Condo
Addition, Vail. CO
ATE/DAILY RPT: 08/18/00 HPG JOB: 400 218
Measured Elongation
Note: Grid C.5 lThru l4 Not Stressed R/lR/nn
Ort rENSi-,r F,ELD REpoRT O
PROJECT: Antlers Condo
Addition, Vail, CO
DATE/DAILY RPT: 8/18i00 HPG JOB: 400 248
Tendon
No.
Location
Band Strands
Jacking
Force
Gauge
Reading
Calc.
Elong.
Measured Elonsation %
DeviarionEnd I End 2 Toral
t Add Grid 8.2 33 Kios 5400 3 i/8"J J/O i 3/8 0
')3 l/4"3 t/4
)3 l/4") lI4
3 3/8"3 3/8 0
)3V2 ) lt:-J
I Grid E.8 33 Kips 5{00 ) lI!3 t/4"3l/4 -7
')3 t/4"3 1i4
J 3 t/4"3 t/4 -7
.+3 t/4"3 l/4
J J LI+3 I/4
6/5000 Gauge Lift off 3.0"3 1!4"1.0.3 l/4"
5000 Cauge Lift off 3.0"3 t/4"i.0.3 t/4"
8,/4800 Gauee Lift off i.0'3 ll4"3.0.3 ti4"- l.+. -/
9,/5000 Gauee Lift off 3 t/8 3 3/8"i l,/8, j i,/8--11. -+
10/4600 Gause Lift ofr i.0"3 3/8"3.0.3 3/8"- 14. -l
II 3 l/4"3 t/4"1
t2 3 t/2"3 3/8" | -q
3 l/4"3 t/4"
l4 3 t/2"3 I/2"0
ti{4800 Cauge Lift off i.0"3 3/8"3.0, 3 3/8'-14.4
t6 3 tn"3 t/2 0
l7 3 t/2"3U2 0
t8 3 t/2 J ttz 0
t9 3l/2 3U2 0
20 3 1/4"3 t/4
2l 3l/2"J UI 0
22 3tn 3tn 0
J I t')r 3 lf2 0
t Grid F.2 33 Kips 5400 3 3t8"3 l/8"3 l/8
3ll8"3 l/8
l 3 t/4 -4
I l/8"3 l/8
)3 t/2 3v2 't-
Hnpwontn - P.lwrer GBorBcrnrcAL, INc.
240 Annie Road -P.O. Drawcr 1887 Sitvcrrhornc, CO 80498 9?0{68-i989
POST TENSION FIELD REPORT
PROJECI-: Antlcrs Cordo Addition \rail.
co
DATEi DAILY RPT: 08/18/00 HPG JOa: J00 118
Tendon
No.
LOCaflOn
Band Strand
Jacking Force Gauge Reading Calc. Elong,Mcasured Elonsation % Dcvratron
End I End l Total
1./Add - Crid F.2 i 3 Kips 5400 4500 I t/2"-1 I /.1. I l,1l lr.-5
1 Gauee Lift off 5.0"-s .0
5.0"5.0
4 13/4"4 0
)J 5 1/4"5 1,"4 -10
6 + )t+0
l 5 r/8"5 t,'8
)I i8"5 li8
9 4 ',7/8"17,',9 +3
I Grid F.8 33 Kips 5400 4 3/4',-r 34"r+)i1 0
')50"-i.0 ':
J 5.0"5.0 if
4 5.0"5.0 ?5
5.0'5.0 -)
5.0"5.0
7 5.0"5.0 i)
8 4 3t4"13/4 0
o
'1 5/8"4 5i8 .J
I Add Grid F.8 33 Kips 5400 43/4"5.0'i.0 +5
)5.0"5.0 +5
13/1 0
I PTB-3 Grid 4.7 33 Kips 5400 2 3/4"2 3/4"2 3/4 0
)2 3/4"23/4 0
3 1Jl.+0
t7{PTB-2 Grid 5 cont.33 Kips 5400 4000 I l/8"7/8"1.0"7t8, t"-')', -t I
18,/Cauge Lift off 4000 7/8"1.0"7/8, t"-22, -t I
l9 4000 I l/4"I I /8"I v4,I U8 +11, 0
20/4000 r.0" I I t/8"L0. I t/8 I t, 0
2r./4000 I.0"I v4"1.0. I I/4 ll,+ll
22,/4000 1.0"I l/8"1.0, I r /8"-1t,0
73,/4000 1.0.'I l/8"t.0, I l/8"I t,0
&tlxfr. -lffiEwL:,.,
r'.\utt\\]rYr\r.o
PO ST TENSION FIELD REPORT
PROJECT: Antlcr Condo .{ddition Vail. CO DATSDAILY RPT:08/t8/00 prgc t of9
l0 Tendons not placed
PTB-S Grid E.2 Wesr
t/4"
T TENSION FIELD REPORT
PROJECT: -{ntlcrs Cordo .A,dditioD DATE/DAILY RPT: 08/l 8/00 HPC JOB: 400 148
H EPIVORI}I.PIUILAK GEOIECH NICAL 2{{rA.nrirRmd
P.O. Ilwcr 18817
S|harntane, CO flX98
Phooc (970)46&19t!,
Frr: (970) rlSt-s8lrf
DAILY DHRY
PROJECT: Antlen Condo Addition-
Prrking Structure
Independent Testing & Inspection Serrices
DATE: 08/20 -08126t0O
Attn: Dave Sturgeon
120t4 Vsseen Court
Conifer, CO E04'3
JOBNO.40024t
OEI?31OO - HP Geotech visited the Antlers at Vail site once today to observe placernent of
post tension tendons l'level deck, pour tr of the parking struchre. We measured CGS
high and low pornts from deck and found the high point CGS through columns to be low
and a few low CGS to be high. The beam on 4 line was incomplete and three tendons
between 2 and3lines, F to G.3 had not been placed. Placement of mild reinforcement
was also found to be incomplete. We notified Paul Waltrnaq CBC, of our observations
and deficiencies noted.
Bob Redwine was also onsite to obsenre deck l, pour 2 tendon and mild steel placement.
A list of 6 general items of deficiencies was generated by Redwine - Reizian and
forwarded to IIP Geotech and CBC.
0tl24l00 - HP Geotech visited the site to observe deficiencies on th P.T declg level 1,
pour 2 and corrective action tak€n. At the time of our arrival (noon) numerous items
were incomplete or renrained dcficient. HP Geotech worked closely with Pul Waltma4
of Cassen Building Corporuion, ond thc foreman with King Concrete to identiS the
deficiencies in the tendon profiles and mild steel.
At the close of the work day, the items identified as deficient by IIP Geotech and
Redwine - Reizian on 0E/23l00 had been corrected. In additioq expansionkterial had
been placed at mnfined areas ofthe stair core - slab interface to reduce potential deck
ri, , I i,:;..:-" lti_,- t:", _.
crackr at keys and imolo*. The P.T. tendon placenrent .oa lnq as welt as mild
reinforcing placcmcnt is in general conformance with plans, general notes and KLG
drawings. Isolation bond breaker has been placed at top ofwall to deck interface.
iltnin0 - At the request of Casson Building Corp., HP Geotech was onsite to obse,rve
the concrete placement for l" level P.T. dect second pour and to witness stressing and
re-stressing ofthe lr level P.T. deck pour one. During our observation ofconcrete
placcrnent, we did not see any disturbance oftendons or mild steel and believe that the
original tendon placement remains.
We observed stressing ofband tendons deck pour I at Grid C.5 and measured elongation
of tlirteen of the fourteen tendons. The % deviation was 7olo or less in this group. One
tendon',vgs breken at the stressing head during the $ressing op€ration. Se€ sheet I of I
attached.
Band tendons stressed on 08/18/00 that orcecded the -7o/o deviation from calculated
elongation, were re-stressed. See sheets 6,7 md 9 of 9 for lift-offgauge readings, new
elongation meastuements and new % deviations. Casson Building CorP. was given a
copy ofour stressing logs prior to our departure from the site.
Reviewed By: Hepworth - Pawlak Geotechnical
Epwonrn - pa,wr,aii Gnorncmn0,, ^..2rO Annic Rord - P.O. Dnwcr I 8t7 Silvcrrbornc. CO t0498 go46t-1989
POST TENSION FIELD REPORT
CLIENT:ms DATE.TDNLYRPT.08/2st00
PROJECT:Antlers Addition ?arting Sfucnre HPGJOB:400 248
I;OCATION:Vail, CO OBSERVEK O'I{an
CONTRACTOR King Concrcte - Casson Building Corp.TITLE:Constuction Serr.ices Mer.
WEA]EER Sunny TEMP:70
POUR NolFLOO& 1r Ievel perking deck
GAUGE SA{: 020AA:t1369 JACKVI{: YrPNl397
DRAWING rnd DATB: KLeTt2stilO
ACTIONNEEDED ORITEMS OF CONCERN:
PAGEI OF I PAGES
Shrwn O'tLn
Obscrver
HENTORIH.PAWUIK GEOTECHNICAL 2{llAntdcRord
P.O. Dwcr 1887
Sihnrthom"" CO 80498
Pbooc: (970) 45&1989
Frr (97o) 45&58!tl
DAILY DIARY
PROJECT: Antler: Condo Addition-
Perking Structurc
Indepcndcnt Tcsting & Inspection Serricer
DATE: 0E127 - 09102100
Attn: Drvc Sturgeon
120E4 Vrscen Court
Conifer, CO 8{X33
JOB NO. 4/m24E
0E/29i00 - At the request of Casson Building Corp., HP Geotech visited the site to
obsenre tendon stressing and measure elongations. Upon anival Paul Waltmaq with
Casson Building Corp. informed us that stressing was post-poned until 08/30/00.
0SB0/00 - At the request of Casson Building Corp., HP Geotech visited the site to
observe stressing ofP.T. tendons on l'level parking declg pour 2 and measure tendon
elongations. Eight tendons Enceeded the -T/o deviation ofthe thirteen benveen grid 2+2
and grid 2+14'from grid D to E.5 after re'stressing. Also, one tendon in this group broke
during stressing. See sheet I of 6. Uniform tendons at gid 4 and PT B-l grid 4 from
D.6 to E8 were not stressed this date. Stressed tendons that did not meet the -Tlo
deviation were re-stressed. Gurge lift offpreszures were recorded and new tendon
elongationswerelogged. Seeattached sheets I through6 attached. CassonBuilding
Corp. was provided with a copy of our stressing report prior to our site deparrure.
0861/00 - At the request of Casson Building Corp., HP Geotech visited the site to
observe sressing ofPTB-l at grid 4, D.6 to E.E. See attached sheet 3 of 6 for elongation
and deviation results. Uniform tendons (2) on grid 4 renrain unstressed. Casson Building
Corp. was provided with a mpy of our stressing logs prior to our site deparnrre.
I
Reviewed By: Hepworth - Pawlak Geotechnicaf
C**o*r" - pewr,er GBorncum0. r*..
240 Annie Road - P.O. Dratlcr 1887 Silvcnhornc, CO 80498 97046g-1999
POST TENSION FIELD REPORT
CLIENT:ITIS DATE/DAILY RPT.08/30/00
PROJECT:.A.nrlers Condo Addition HPG JOB:400 248
LOCATION:Vail. CO OBSERVER:O'Hara
CONTRACTOR:Casson Building Corp. - King Concrete TITLE:Construction Sen ices Mqr
WEATHER:TEMP:
FLOOR: l" Level Parking Deck POUR: No.2
GAUCE S/N: 0203 AA 21369 JACK S/N: PTPM 397
DRAWINC and DATE: KLG 7i28/0O
-
Tendon
No.
Location
Uniform Strands
Jacking
Force
Gauge
Reading
Lift off 2''d
puil\
Calc.
EIong-
L{easured Elongation ori
Deviation
End I End 2
3- pull
Toml
I*Crjd 2+2'33 Kins i400 15000)2 I/2"2 tt9
D to E.5 33 Kips 4900 1.0 a 1tA -20. - r0
J 2 3i8
Grid 2+6'33 Kips 5400 (5000)27/8 212 2 t/2. 2 t/z 13. .13, ,rl
5*D to E.5 33 Kips 5000, 4800 (2.87s)) 1/)z 3/8,2 3/8 li tl l1
6*i000. 5000 2 3/8.2 %-t3., -t3
7*4800 3 t/4"3.0 2 7/8 -8, -12
8*Grid 2+10'33 Kips 5400, 5000 3 t/4"2 7/8 7't/8 2 7/8"
9+D to E.5 33 Kips 5000 23t4 ! )t4 2 3/4"
l0 5100 3.0 3 1/8 3ll8"-8, -4
I I *i Crid 2+14'33 Kips 5400,4900 3tn 3ll8 cable snapped 0"- , 100
l2 D to E.5 33 Kips 3 l14 3 l/4"-1
ll 3 l/2 3 t/2"0
Crid 2+2'i3 Kips 2'1t8'2 7t8') 1t9-0
2 FtoG 33 Kips l-0 +4
3 2 7t8 27/8"0
COI{MEN*TS: " Docs not mcct thc -7% dcviaaion. " Cablc brokc during strcssing. Tcndons with grcarcr than -?% dcviation wcrc rc-pullcd and lift otf
pressurcs rccordld and elongations rc-mcasurcd.
.{CTION rr'EEDED OR lTEl\{S OF CONCERn-:
PAGEIOF6PAGES
Shawn O'Hara
Observer
TENSION FIELD REPORT
PROJECT: Antlers Condo
Addition Vail. CO
JOB: 400 248D.rG/DAtLY RPT: 08/30/00
Tendon
No.
Location
Uniform Stands
Jacking
Force
Gauge
Reading
Calc.
Elong.
Measured Elongation %
Deviarion
End I End 2 Total
l Crid 2+6'33 Kips 5400 2 7i8",'|
)FtoG 2 7t8"2 7/8"0
6 3.0 )+4
1
-4
I Crid l-10'33 Kips 5400 1 7,',8"2 7/8"2 7/8"0
9 FroG 2 7/8"2 i/8"0
t0 2 7/8"2'7 /8"0
lt Crid 2+ l4'.33 Kips 5400 2 7/8"2 7/8"I 7i8"0
i2 F:o G 27/8"2 i/8"0
I.)3.0 J
Crid.3 33 Kips 5400 7 3/4"7 5/8"7 5/8"
)7 t/4"-60/o
I Crid 3 +3'33 Kips 5400 7 3/4"7 7/8"7'7!8"+l
)8.0"8',-J
)7 i/8 7 7/8":I
Crid 3-6'33 Kips 5400 7 3i4"7 t/4"-A
")7 t/8"7 t./8"-8
I Grid i+9'33 Kips 5400 7 5/8"3.0'3"-)
)8.0"8'-1-)
.)7 7/8"7 7t8"-r_J
I Grid 3+ I2'33 Kips | 5400 7 5/8"8l/8"8 t/8"
1 8 I/8"8 t/8"
I Grid 3+15'33 Kips 5400 7tn 7 3t4"7 3/4"+3
)7 3/4"7 3/4"+3
)7 3/4"7 3/4"-t-J
I Crid 3+18'33 Kips 5400 7 ltz"7 5/8"7 5t8".?z
7 5/8"7 5t8"71
I Grid 3+21'33 Kips 5400 7ln 7 t/4"7 t/4"-J
2 7 5t8"7 5/8"'rt
+J
PACE 2 OF6 PACES
-:'=!.l1F-:-'---'
1os i iENs.oN FTELD REPORT
PROJECT:,\rrr,'-c 1.r.li-ion ffiu,,u U HPGJOB: 400248 page3of6
Tendon
No.
Location
Uniform Stands
Jacking
Force
Cauge
Reading
Caic.
Elong.
Measured Elongation %
DeviationEnd I End 2 Total
I Grid 4 33 Kips 5400 l0 3/8"0 100
')Croup of 2 not stressed 08/30/00 n r00
Grid 4 thru 4.5 33 Kips 5400 6 7/8"
)6 3/4"6 3/4"
J 6"7/8"6 7/8"
4 7 t/4"7 t/4"-)
)7.0"
6 7l/4"+5
7 7 t/2"7 t/2"
8 7 U4"+5
9 t )t+I )t+':-lr
I Grid 4.7 33 Kips 5400 6"6.0"6"0
)6 V8"6l18"'1'!
I PTB- | Grid 4 3i Kips 5400 2 7i8"3.0 )-A
)D.6 to E.3 27/8"2'7/8"0
J 2 7/8"27/8 0
3.0 J
)2 3/4 2 3/4"/l
6 This group not Stessed 3.0 3"!A
stressed 08/30/00 08/31/00 27/8 27/8"0
8 | due to forms in olace 2 3/4 2 3/4" | -4
9 5000 Lift off 2ltz ,! )t+! )/+-13. -4
l0 3.0 +4
tl 3.0 J +4
l2 27t8 27t8 0
IJ z )t1 2 3/4"
l4 4900 lift off 2tn 2 stl 2 5t8"-l i -o
l5 2 3/4 23/4"4
I PTB-l Grid 4 33 Kips 5400 | 3/4"| 3/4"| 3/4"0
E.2 to E.8 | 3/4"| 3/4"0
| 7t8"| 7t8"
4 | 7/8"| 7/8"
)I
'2.0 +14
6 | 7/8 | 7/8"+7
7,| 7/8 | 7/8"
8 l7t8"t't/8 +7
ATE/DAILY RPT: 08/30/00
5100 Lift off
5 r 00 Lift off
POST TENSION FIELD REPORT
PROJECT: Antlers Addition HPG JOB: 400 248
PACE4OF6 P.,l(J::.,
POST TENSION FIELD REPORT
PROJECT: Antlers Addition ATE/DAILY RPT:0880/00 HPG JOB: 400 2{8
Cl!: , j );asured Elongation
Grid G Adds
PACE 5OF 6 P^CES
,.f|[,],.1:ii;:,1":T*lt,^G":,""J:.."lilf l.1T"1,
PROJECT: Anrlers Additior DATE/DAILY RPT: 08/30/00 HPG JOB: 400 148
POST TENSION FIELD REPORT
PACE6 OF5 PACES
PCST TE):SION FIELD REPOR
PnO.IECT, nnrt.r, OUa i,ionffi !
HPG JOB: 400 248 Page I of I
Tendon I LocarionNo. I Uniform Stands
Jacking
Force
Gauge
Reading
Calc.
Elong.
Measured Elongation 9/o
Deviario::End I End 2 Toral
I Grid 4 33 Kips 5400 r0 i/8"0 t00)Group of 2 not stressed 08/30/00 or 08i31/00 0 r00
Crid J thru 1.5 33 Kips 5100 6 7t8"7''t'
6 3t4',6 3/4"-'l
6 7r8'6't/8"0
l
7 1t4"7 ti4"ij
l
1 .0"7"
o i lt4'i lt{"
7 lD"i lt2"
I
7 U4"
I
1 3/4"+13
Grid 4 7 33 Kips i400 6"6.0'6'0
1
6l/8"61i8"
I PTB-l Grid 4 -13 Kips 5400 2 7t8"3.0 3'
D.6 to E.8 (2.87j)27/8"27t8"0
2 1t8"2it8"0
3.0
)
2 3t4"-+
'l'hrs eroup nor I Stcssec 3.0
7 stressed 08/30/00 | 081: UOO 2 7/8 2 t- /8"0
duc to forms in placc 2 3/4 2 3t4" l-r
5000 Lrft off 2 U2 | 2.3t4"- i-1. -.1
t0 3.0 3"+4
3.0 J +4
l2 I - l5 strcsscd 08/31/00 2 7t8 2?t8" lo
2 3t4 2 3/4"
l4 4900 lift off 2tD 2 5t8'7 5t8"-l? .o
IJ
2 3/4"
I PTB-i Grid 4 33 Kips 5400 | 3t4"| 3/4"| 3t4"0
)ts.1 to t_a | 314 | 3t4 0
l | 7t8"| 't t8.
| 7/8"| 7t8 +'lIjv
2.0 2"+14
6 | 7t8 | 7t8"
7 l 1t8 I7E"
I | 7t8'| 7t8"+7
HEn|rcMH.PAU'LAK GEOIECHNICAL Zlf Alric no.d
P.O. Ilnrcr ltST
$lvcrrhomc CO 80498
Phoue (970) 46&1989
Frr: (fi0)46&$9f
DAILYDIARY
PRO.trECT: Anden Condo Addition-
Perking Stnrcture DATE: 09/f0 - 09116100
Independent Testing & Inspection Scrvices Attn: Deve Sturgeon
120E4 Veseen Court
Conifer, CO t0,lit3
JOBNO. &O24t
09112100 - IiP Geotech visited the site at thc request of Casson Building Corp. to observe
stressing ofthe two remaining uniform tendons on deck I ofthe pa*ing structure at grid
4. The elongation of the two tendons were within theTo/o deviation of calculated
elongation. Our report was fr..xed to Redwine-Reiziaq Inc. for rwiew and a photo copy
was provided to Casson Building Corp.
Reviewed By: Hepworth - Pawlak Geotechnical
G**oo*o - P.a.wr,.lr crorrcm'ilO, ncc.
2,() Amic Rord - P.O. Drewcr 188? Silvcrthqnc CO 8(X98 970-458-19t9
POST TENSION FIELD REPORT
POUR- No2
JACK S/t{: PTPM 397
DRAWING and DATE: KLG 7 l28l$
COMMENTS: Intermediatc stressing was not done, as strcssing heads wcrc not placed in pour No' l'
ACTION NEEDED OR ITEIIS OF CONCERN: Etongation results were faxed to Bob Rcdrvinc.
I
I OF r PAcl
CI.IENT:Independent Testing and Inspection Services DATEN'AILYRPT.9naoo
400 248
O'Ilara
Constuctioc Smriccs Mgr.
70
PROJECT:Antlers Condominium Acldition HPGJOB:
LOCATION:Vail, CO OBSER\/ER
CONTRACTOR Casson Building Corp. - King Concrerc TITLE:
WEATMR Surmy TEMP:
FLOOR 1'LevelPerkiagDeck
GAUGE S/l{: 0203AA 21369
Fug. 11
'Ru g
OO 12: 12p
lO O0 08:22p
Hevekosti.Rssoc i ates r P. C.
aoo ]urine
303 863-0661
r -s?o-Oo?ea
p.1
p,1
Redwins-Roizlan Inc
Struclu.ol €nglneors
August 10' 2000
MEMORANDUM
TO: Dan l{avekost/Havckost + Assocratcs
FBOM: Bob Redrvine
SUBJECT: AndcrsCondominiums
Post-tensioned strand and nrild stecl placemenl
on1'ucsdaymornrng,August8^,Imadeasitevislttoobservcprogress.l)uringttratsitc
visit,severalquestronswcteraiscdconcerningpost-tensioningstrandplacementatdrebeatns
around tlre crane oPerrrng and the ramp Sinci Tuesday' I have been concentrating on
helpingtheBe[eralcoDtracorwitirtheseissues.Unlbrtunately,tlrisfocusotr(hebeamshas
noiallowtd me to review basic tcndon layout tssues'
orr Thursday afternoon, August l0d', I visited rhe site.about 4:00 p.m. and walked the upper
parking tloor slab for atloui"t trour.
't
noted many deficiencies which are cnumerated in my
iield oiservation of that date. I rccommend that a spccial inspector bc conhctcd.
immcdiarely to peribrm daifi special inspections of the p.r srrands for the remaindcr of $e
pours. I do noihaue enough time to stay up yith th: steel placers' and it is not.my
iesponslu'ityrodoso. mhyt.rt.rroyou'ofJunc5,2000, lsratedthatthebuildingcocle
requires speiial inspection ofmild reiniorcing and posr-rensioning reintbrcing prior to
pouringofconcrcte.fotytno*f"Og","un-"ofthishasoccurredtodateThereisalotof
rework to do on rhe first pour p-T auJ mild steet placement rhat would not have occurrcd if
a special inspector had been on-site ibr the last 3 days'
Latetoday,IreceivedacajlfrornPaulWaltrnanrequestrngaslabinspectionlbrFriday
r"iffii"stst 1l'l', 2000. This inspcctio' needs to be madc by a speciai inspector; my
ol**.irn oi tocuy sarisfies our resp;nsibilities regarding this pour. Our otlce will not
approve the p;1. slab pours witbout i spwiat inspcction repofr lhat verifies the post-
tcnsioning strand profiles and rnild steel placenrent'
End of memorandum.
Joe Casson
99109
1515 Arapahoe Stre6t, Surtc 1300
Oenvor, Colorodo 80202
t3031 575.9510 Phone
(3O31 575'9515 far
CBC
hlttl'** FAe a$rY TA Ko& LFVrr,i, f vnr{ Forq FEvGvr Aprp
F/hn aory ttF JA+F, #Kqerh LAqd{) FFf* Acftaa,qry')
fx.flar)
0150 East gtsve. C.sek glvd , Unir 204A
P.o.8ox 8009, Avon, C0 91620
{970} 748{71 1 Phone
(9701 748-0722 lax
Aug 11 OO 12:12P
Fug 10 O0 08;23P
Hevekostl.Rssoc l ates, P. C.
aoufa,,,t, .
863-0661 P.?
| =-:: ^ ')
303
Rsdwrns-Reirian inc'
Sfuctural Engrl\€srr
JOBSITE OBSERVATION
Antlers ar Vail Coudominium Addition
Havekost + Associales
ll
80'[i*.cloudY
Projcct #:
Daic:
4:00 P.m.
99109
I
8/ 10/2000
lleport #:
Temperature:
PRESENT AT SITE:
Rcdwine-Rerzian - Bob Redwtne
WORK ]N PROGRESS:
Forming for the uppel parking slab at thc north half'
-
Reworking post{ensioning at beams
cast of ratnp. Formlng north-foundation walls east of stair/elevator cote'
OBSERVATTONS:
All of the items observed appeared to be in substantial compliance witb the suuctural
documcnts with the foilowtng excePttons:
1. The bandecl strand's are not being pluced rccording to the drawings:
.1 KLG sheet PTl
General nore 3 requiles a certain scqueoce of placement - this does not appear
to bc adhered to'
Detail 3 ,.;;;; rwo strands of the uniform srranris ro be placct beneath the
bandedstrands.andtlteotheruniforrnstrandstobeabovethebandedstrands.
In several plt;;;;;;;;tign drawings and the KLG drawings' thc bande<l
strands arc iiven Priority of placement ovcr the uniform strands '
Dctail2 t*,?;;;;i;;;tio b-ttto direction to be placed I the same plane
as the banded rendons; this rcbar must be horizontal' not draped with the
tendons'
Detail I requires that the banded srantls bc placcd in groups according to tbe
symbols ,nl*o oo this sheet aud the plans' The groups are to be placed with
4inchesclearance,Thesamerulesapplyatthesfiessingendandthedead
eud'
.2 The banded strands are not atlequately supPorted over the t**: The chair
bar sags r io z io.no; I mendoned rhirto a rebar placer on Tuesrlay the 86.
.3 KLG sheet PTIA
ThedeadeudancboristobenailedtoformboardperdetailT.Wtereform
board does Dot occur' re dead end anchor needs to be in the same location
;ilrFrr* ;; ,r,..ig. of the slab. ln no case should rhe flat surface of the
't 515 Ataprhoe Street, sui(e l3o0
Osnvc., CO 80202
{3o31575-9510 Phon€
(303)575-951 5 fox
O150 E.st A..vet Ctcek Blvd ' A204
P. O.9ox 8009
Avon, Cotorodo 8t 620
(97O)748-07l 1 Phooo
t970)748-0722 far
Fug 11
'Rug
12: 13p
O0 Oa:22p
00
10
Havekostl.Rssoc i ates ' P. C.
so$arir,"
303 863-0661
,. -rro-f -orP
p.3
p.2
RE:
R€dwlna-Rsizian Inc.
Struqlu,gl EnginestE
June 5, ?000
Dan Havekost
Flavckost + Associatcs
I l2l Crant Street
Denver, CO 80203
Antlers Condominiunrs
Structural Inspections
l)car Dan:
As construction begins on this project, it is important to diScuss quality assurance proceciures Iclating,
to Structural lnspecrions ard Sguctural Observations. Structurai Inspections are contracted by the
ora,rror and supplicd by a firm qualified in thc type of construction used ott the project. Special
tnspectrons aic rcquired by section 1?01 ofthe 1997 Uniform Building Code for ccrLain lvpes of
construction- A generai list of required inspectious for this prolect is as follows:
l. Taking of concrete cylindor tests
2. lnspection of reintbrcing prior to closing lbrms
3. lnspection ofprestressing tendons prior to concrctc placement
4. Visual inspectiol of shop welds prior to shipmeut rutless pcrformed irt an approveci
fabricator's shop (per l70l .7)
5. Visual inspection of all field welds
6. tospection of higlt-strengtb bolting of structural steel
It is good p(actice tbr rhe structural engineer of record to perform "structural Obscn'ations" as delirred
in scctron 220 ofthe 1997 Uniform Building Code duling constnrction to ensure that the sorslruction is
in substantial contbnnance with the construction documeots. Structural Observations are mandatory
by code for certain building typcs in seismic zones 3 artd 4, ald are somctimcs rnandated by local
building deparbnents; to our undcrstanding Structural Observations ate not required by the Vail
building department. In any event, our firm has budgeted l2 site visits for this purpose on this projecl.
ln gcncral reptcscntativcs fi.om our frrm will decidc rvhcn to makc Structural Observations' '[he
general contractor needs to kecp us informed ofthe construction schedule so we can dcci<ic when to
schedulc a Stnrcturai Obsewation. Stnrchrral Observations are not mcant to replace Sbuctural
Inspections or inspections nomrally performed by the building department.
Please pass this information along to the general contractor and owncr, so tftey can make provisions for
the code-required special inspections.
Sincercly,
lm ltttttnne
Bob Redwine
,515 Arspahoe Sttegt, Suite 13O0
Denvor, Colorado 80202
t303) 575-9510
803) 575-9515 fa.r
seocdwina-r€izie com
0150 East Boaver Crcok glvd.. Untt 2044
P.O. 8ox ()09, Avon, CO 81620
(970)748-0711
(970) 748-0722 hx
seordwin€-@iian clm
Fug 11
.' FluE
OO 12:13p
1(} OO 08: 23P
JOBSITE OBSERVATION #l1: Antlers Condominiums
08/10/oo
page 2
p.4
p.4
HavekostttFlssoc i ates, P. C. 303 863-0661
aot !,rine l-s?o-?Oo?ez
back oi the anchol' be further than 3 inches from $e edge of slab' The
bursring t*' '"t''"il
ut pi"J -ut*t"t 2-ll2 ard 3-112 inches hehind the
anchor as 'n"*" "t i"tJii 7' The dcad end anchors shoulti form a straight
line Parallel to the slab edge'
2. The mild stiel is not being ptaced according to^the drawings:
.l Thc top bars in tn; oanoeo direction are to he placed with tltcit centcriine at
thesame"t;ti*;;;h"bandedstrandsovertiecolumn'orl-li2''tlown
from the ,"p .i 1r, ,iru. This would result in approxiruately 1-1/8" cover tbr
top steel t * it"iJoirecrton Ail mrid steel is to bc level'
.2 The top t't"1"int uniform rlirection are t<r be ptaccd directly below the top
bars in the banded direction'
.3 AII bars nd;;d"' ;o tnt tdgt of slab should be placed rvithin i-l/2"
clear of the edge of slub'
3. The unitbrm .tr.rd; .:; ;;; iturays .t uir.a properly as they tntersect the.banded
strands; the unitorm "*"it 'ft""iO
in general be above the banded srands The one
noticeable exceptron is the pair of uniforms required ro p'ass under the banded suands
at the cenrerline of the column'
4. Our detaii D/s5 12 ;;;J' ilngitutiinul bars in the closttre pours - these bars are
5. i'r:ffiir}Ji,il'lt; be stressed riom the east end as opposed ur usi'g a slab
6. lHfJffi:n:n*iits*,lr does n.t have proper strand profile at the interscction of
thc PTB-2 runnirrg elst/west'
l.ThePTB-5atthewestedgerlfthecraoeopeoingis24iucheswide.Thecolullut
capitol at ,h' '"'thv;;l"tt";o;';.e'i-+'r
it 48i widc' The banded P-r stran<ls do
not pass over this toft"* *pit"t as requrred by rhe drawings' The forming needs to
be reworked in this area by exrending the.low soffit out beneah fte srands and
addingbonom'n'i'i*ft'todropcapitotsltel'Pleaseprovideasketchshowingthc
relationship ot me column an<t PI-g-5 so we can detail this rcpair'
8/r0/2000
Written bY:
Copy to:
Bob Redwine, Rcdwine-Reuiau' lnc'
Dan Havekost, llavckost + Assoclites
Paul Waltmao, CBC SiG Supcrtntendent
JTb ffi0Jjul 13 2000
J.T. Brnon & CoueeuY, tttc.
CoNsrnucrtott Seavtces
wHrrE RtvER CENTER BU|LD|NG
90 BENCHMARK Ro^D, SurrE 2Ol
P.O. Box 6I 78
AvoN, CoLoRADo 81620
Re:
July I l, 2000
Mr. Gary Goodell, Chief Building Offical
Town of Vail
75 South Frontage Road Wesr
Vail, CO 81657
Dear Gary,
During tttis weeks construction coordination meeting, it became apparent the cast-in-place concrete reinforcing steel
placement was being inspected by two parties. Koechlein Consulting Engrneers and the Town Vail Building
Departrnent are rnspecting.
I was confused why this was happening. I was told by Casson Building Corporation that this "redundancy" was a
request from the town. It seerrs only one party should inspect the rebar, either the town or Koechlein. If Koechlein
does complete the inspections, I'm sure the owner would want a rebate on the building permit if Koechlein will be
inspecting the rebar placement for the town.
We do anticipate the structural steel testing, such as welding or bolting torques, which may be out of your
inspectors' expertise, to be done by an outside agency.
Please clarify exactly which inspections are required to be done by outside consuitants, in order for us to write scope
of work contracts for the engineering companies.
Thank you for your time to clear up this matter. A prompt response will be appreciated.
Owner Representative for the Antlers at Vail
PHoNE: 97O-845-84OO Fex:970-845-7993 JBERGASSOS@AoL.coM
Town of
Building Safety
75 South
Vai1,(970) 479-2321
VCI-LI, \- \J -L IJI Ct \,4\J
t, i n qne r-t inn SerwiCgS
Frnn f r rro Pnrrl
co 81657
FAX (970) 479-2452
Pl an an:lvsi s
the 1997 Uniform
based on
Drri lrlinr.r anrlausr f srrlY vvsv
Project Number: 800-0058
Project Name: Antl-er's Condomlnium
Address: Lionshead Circle
Occupancy: R1-, B, S3,A3, S2
Constructi-on: II-1hr
June 30, 2000
Casson Const ruct ion
Havekost & Associate
R.J. Bravo
Gary GoodeII
intended to be a
in the 1997 UBC.
a. (719) 599-5622
are reproduced
of the
Date:
Addltion
Contractor:
Architect:
I'n rr 'i noan
Report By:
NOTE: The code items listed in this report are not
complete listing of al-l- possibl-e code requirements
It is a guide to selected sections of the code.
Report created using PIan Analyst software by b w e
Portions of the material contained in this program
from the Uniform Building Code with the permission
fnternational Conference of Buildinq Official-s.
NFPA 13 sprinkler system throughout the building
Sprinkler system used for al-lowabLe story increase -- Sec. 506
SEPARATION
DIRECTION BOUNDARY AREA INCREASE TIRE PROTECTION
NORTH Public way 45.0 Feet 25.0 Feet
EAST Public way 57.0 Feet 33.5 Feet
SOUTH Separation waLl 0 - 0 Feet 0.0 Feet
WEST Property line 3.5 Feet 3.5 Feet
Allowable area increased 3L.252 for open area on 2 sides.
-- Sec. 505. 1
Code review for:
P ra!'t oarr I a1
Address:
NAME occ MAX FLR
Page tLa
ALLOWED RATIO STATUS
5 Unlt 620 (Floor 2)
5 Unit 621 (Floor 2)
TOTAL FOR FLOOR
4 Unit 518 (Floor 2)
4 Unit 519 (Floor 2)
4 N.Stair,/E1ev/Vestibu
4 UniL 620 (Floor 1)4 Unit 62I (Fl-oor 1)4 Exit Balconies
TOTAL FOR FLOOR
3 Unit 514
3 Unit 515
J Unl-t 51b
J Unr- t 5_L /
3 Unit 518 (Floor 1)
3 Unit 519 (Floor 1)
3 Unit 520
3 Unit 5213 5O2 Conference Room
3 NStair,/Efev,/Vestibul
? qn? q+. .\r.a.16
3 Exit BaLconies
TOTAL FOR FLOOR2 unit 474
z unat 4l.5
I Un]-t' 4t_b
z unrL 4). I
2 Unit 418
2 403-5 Sales,/Acountng
2 NStair/E1ev,/Vestibul
2 401 Business Center
2 Unit 420
2 Un:-t 427
2 Exi-t Bafconies
TOTAL FOR FLOOR
1 Unit 314
I UNII, J.L5
1 Uni-t 316
1 Uni-t 317
1 Unit 318
1 311 Fitness Room
1 NStair/Lobby/Vest/EL
I 316 Stcrage
1 317 Yard Storage
I 318 Mechanical Rm1 Unit 320
l- Unit 321
B
B
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
R1
B
B
B
A3
r(I
11-L
R1
R1
R1
r\l.
R1
R1
R1
t(,L
r(I
R1
R1
R1
R1
R1
tll-
R1
R1
R1
R1
R1
R1
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
OK
ok
ok
ok
n n?
0.03
0.06
0.04
0.04
0.01
0.06
0.06
o .02
0.23
0. 06
0.06
0.06
0.06
0.06
0. 06
0. 06
0.06
0 .02
0 .02
0.0
0. 06
0.58
0.06
0.06
0.06
0. 06
0.06
0.03
0.01
0.01
0.06
0.06
0.09
0. s6
0.06
0.06
0. 06
0.06
0.06
0.03
0 .02
0.0
0.0
0.01
0.06
0.06
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
ok
16L
'7 6L
L522
173
'713
1,94
1009
1009
340
4098
1101
1101
1015
1015
10 60
10 60
]-002
1-002
563
357
63
1096
104 35
110I
110 8
7002
10 02
1055
563
z4z
251
10 02
10 02
r648
998 9
1]-L2
7IT2
1000
7002
1014
540
269
36
80
108
1002
7402
23625
23625
23625
L I | )-Y
17'rL9
L77t9
L7719
L1'7 L9
L'7 7 L9
L7'719
L'7119
t7119
L]1t9
L71L9
I'7 71_9
I'7 7 t9
117L9
71'7 L9
23625
23625
23625
L77T9
1814 6
I71).9
L7'7 )_9
L1'7]-9
r I I LY
1,7'7 L9
I'7'7 L9
L1119
L'r'71,9
I7119
t'|'719
L7-t19
I't719
L'71L9
T17 L9
71119
I1119
11'tt9
I'11L9
I'7'7 t9
I7119
I11L9
I11L9
I I IIY
17'7 L9
1- Exit Co::ridors
TOTAL FOR FLOOR
OK 1489
9156 i4t 0.08
c.55
ok
ok
o23 ok
ok
OK
ok643;t 0.0
0.0
Code review for:
Drai ant' TA
Address:
82 East Stairs 53
82 Lower Parking 53
TOTAL FOR FLOOR
BU]LDTNG TOTAL
-- Sec. 504 and TabLe 5-B
The actual height of
The maximum heiqht of
Page *A
1,46 23625 0. 01
14533 23625 0.62
15806 Unl-imited
3581"0 35068 o. 99
ok
ok
OK
ok
Parapet
Required
No
No
No
No
No
D.1 rthaf
Required
No
No
No
No
No
in this report.
Pe r.anai
Q arrr li rad
No
No
No
No
No
ok
ok
this building is 58. feet.
the building is 65. feet. -- TabLe 5-B
EXTERTOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For Bearing Non-Bearing Opening Construction
Occupancy Wal-1 Wall Protection MaterialR1 t hour t hour None Non-Comb
B t hour t hour None Non-Comb
53 t hour t hour None Non-Comb
A3 l- hour t hour None Non-Comb
32 t hour t hour None Non-Comb
EAST
For Bearing Non-Bearing Opening Construction
Occupancy Wall Wa11 Protection Material
R1 L hour L hour None Non-CombB t hour t hour None Non-Comb
S3 t hour t hour None Non-CombA3 t hour t hour None Non-Comb52 t hour t hour None Non-Comb
SOUTH
AREA SEPARArION WALL - See requirements listed later
WEST
For Bearing Non-Bearing Opening ConstructionOccupancy Wall WalI Protect j-on Material
R1 t hour t hour Not ALlowedNon-Comb
B t hour t hour Not AllowedNon-Comb
53 t hour t hour Not AllowedNon-Comb
A3 2 hour 2 hour Not AllowedNon-Comb
32 t hour t hour Not AllowedNon-Comb
Page # 5
Cocie review for:
p r /.1'r a/-f- | .1
eddiess:
None -- No fire protection requj-rements for openings.
3,/4 hour -- Openi-ngs are to be protected w:.th 3/4 hr fire ass6mblies-
5Ot of the area of the wafl maximum- -- Tabl-e 5-A,
Footnote 5 & sec. 503.2.2
Maximum single window size is 84 sq.ft. with no dimension
qreater than 12 feet. -- Sec. 713.8
Not Allowed -- Openings are not permitted in this waII.
OTHER BUILDING ELEMENTS Tab1e 6-A
ELEMENT MA?ERIAI-, RATING NOTES
Interlor Bearing wal-1 Noncombustibl-e t hr
lnterlor nonbrg walJ- Noncombustible t hr See Footnote #7
Structural- Frame Noncombustible L hr
Exterior Struct Frame Noncombustibie l- hr See footnote #1
Shaft Enclosure Noncombustible t hr
Floor,/Ceiling Assembly Noncombustible t hr
Roof,/Ceiling Assembly Noncombustible t hr See Footnote #8
Stairs Noncombustible None
NOTE: See Section 711 for shaft encl-osure exceptions.
FOOTNOTES:
1) El-ements in an exterior wal-I located where openings are not permitted
or where protection of openings is required, shall be protected
against external fire exposure as required for exterior bearing walIs
or the structural frame, whichever is greater. -- Table 6-A, footnote 1
4) Fire-retardant treated wood may be used wj-thin interior non-bearing
t hr. wall assemblies. -- TabJ-e 6-A, footnote 2
5) Nonload-bea ri-ng walls wj-thin a tenant space that are not part of a
t hr. corridor may be of:
a) Noncombustible (nonrated) materia 1s
b) Fire retardant-treated wood
c) One-hour constructj-on (any material) -- Sec. 601.5.2.1
7) Nonload-bearing wall-s wlthin a dwel.l-ing unit that are not part of a
corridor may be of:
a) Noncombusti-ble (nonrated) materials
b) Fire retardant-treated wood
c) Combustible framing with noncombustible covering j-n
Type III and V construction -- Sec. 60I .5.2-2
B) If the entire roof structure is 25 feet or more above any floor,
the fire rating may be aLlowed to be eliminated. See limitations and
recrrli rrmcnf s -- Sec. 603.5 & 502.5
Page # 6
Code review for:
Project Id.:
Address:
PENETRATIONS OF FIRERESISTIVE ASSEMBLIES
WALLS ASSEMBLIES -- Sec. 109.6
Through penetrations:T\ Danarrari^ns shalL be instal-Led as tested in the rated assemblv.(,L r) o grr
-- sec. 709.6.2
2) Penetrations shafl be protected by an approved penetration
firestop system and shall- have an F rating of not less than therequired ratj-ng of the wall penetrated. -- Sec. ?09.6.3
Exception: When penetrating items are steel, ferrous or copperpipes or steel conduits and the waLl- is concrete or
masonry, the annular space shal-l be permitted to begrout or mortar. The mi-nimum thickness is the
thickness required to maintain the fj-re rating. The
maximum size of the penetrating items is equivalentto a 6-inch diameter and the opening is a maximum of
144 square inches. -- Sec. 709.6.1
Membrane penetrations:
The requirements are the same as for through penetrations.
Exceptions:
1- Steel electrical outlet boxes that do not exceed L6 square
inches. provided that the area of such openings does not exceed
100 square inches for any 1-00 square feet of waLL area.
Boxes on opposite sides of the assembly shall be
separated by a horizontal distance of not less than 24
inches.
2. Sprinklers with metal escutcheon plates.
Noncombustible penetrating items shall- not be. connected to
combustlble materials on both sides of the membrane unless it canbe confirmed that the fj-re-resistive integrity of wall ismaintained. -- Sec. 109.1
Page # 7
Code review for:
Project fd.:
Address:
FLOOR/CEIIING AND ROOF/CEILING ASSEMBL]ES -- SEC. 170.2
Through pentrations:
Through penetrations of fire-resj-stive horizontal assemblles shall
be enclosed in fire-resistive shaft enclosures. -- Sec. 710.2.1'
Excepti-ons:
1. When penetrating ltems are steel, ferrous or copper conduits,
pj-pes, tubes and vent.s through a single concrete floor, the
annular space shal-l- be permicced co be grout or mortar'
The minimum thickness is the thickness required to maintain
the fire rating. The maximum size of the penetrating j-tems is
equivalent to a 6-inch diameter and the opening is a maximum
of 744 square inches.
2. El-ectrical outlet boxes that have been tested for use in
fire-assemblies .
The system shaLl- have an F rating and a T rating of not fess than
one hour but not less than the required rating of the fl-oor system.
-- Sec. '7I0.2.3
Exception: Floor penetrations contained and located within the
cavity of a waII do not require a T rati-ng.
Membrane penetrations :
The requirements are the same as for through penetrations -
-- Sec. 710.3
Exceptions:
1. When penetrating items are steel, ferrous or copper
conduits, electrj-cal- outl-et boxes, pipes, tubes and vents
through concrete or masonry and the annular space is
protected by an approved penetration firestop assembJ-y or
protected to prevent the free passage of flame and
products of combusti-on, Such penetrations sha.l-1 not
exceed an aggregate area of 100 square inches in any 100
square feet of ceiling area in assemblies without
penetrations.
2. Electricaf outlet boxes that have been tested for use in
f i-re-assembLies.
3. SprinkJ.ers with metal escutcheon plates.
Fire-resj-stive roofs may have unprotected openings. -- Sec. 1L0,4
Page # B
Code review for:Project Id.:
Address:
SMOKE and FIRE DAMPERS -- Sec. 1L3.10 and 713.11n--^^*^ ^L^'1 be accessibfe for insnrction :ndudrnpers snal.l- oe accessr-Dle IC* , *..* servlclng:
1. Penetrations through area separation walls.
Penetratlons through occupancy separations.2- Penetrations of the fire-resistive construction of horizontalexit walls or corrj-dors serving as a means of egress.
Exception: Openings for steel_ ducts penetrating the requiredfire-resistive construction of corri_dors are notrequired to have smoke dampers when such ductsare of not less than 0.019-inch thickness(26 gaqe) and have no openings serving the
corridor -3. Penetrations of shaft encLosures.
Except ions :
1. Duct penetrations by steel exhaust air subducts
extending vertical_l_y upward at least 22 inches abovethe cop of the opening in a vented shaft where theairflow i-s upward.
2- Penetratj-ons of a fi-re-resistive floor forming the
base of a shaft enclosure may be protected by fire
dampers listed for i_nstaL.l_ation in the horizontalposition.
3. Smoke dampers are not required when shaft j_s exhaust
on1y, and is used for continuously operating fans.4. Penetrations of the ceiling of fi-re-resistive fl_oor-ceiling
or roof-ceiling assemblies.
Exception: Smoke dampers are not required,
5.. Penetrations of an atrium enclosure element.
Exception: Smoke dampers are not required.
6. Penetrations of exterior wa11s where protection of oneni-nosis required.
Exception: Smoke dampers are not required.1- Penetrations of areas of refuge-
Exception: Ventilafion system designed to supply outside
arr durrng an emergency.
8. Smoke dampers are required in smoke .barrj-ers and elevator
Iobbies.
Page # 9
Code review for:
Project Id.:
Address:
OCCUPANCY SEPARATIONS -- Table 3-B
K_L -u -LnrR1-S3 3hr The separation may be two hours 1f l-imited to
parking or sEorage of private or pleasure vehicl-es. --
Sec. 302.4 exc. 2
R1-A3 thr
R1-S2 thr
B-S3 thr A customer waiting room not exceeding 450 sq-ft-
with an exit to the exterior is not required to besenrr:ted. -- Sec . 302. L exc.2.5B-A3 Ohr
B-S2 Ohr
S3-A3 3hr
b 5->.2 .Lnr
AJ-52 UNT
HEATING EQUIPMENT SEPARATION:
FOR R1 OCCUPANCY:
A t hr. occupancy separation is required around rooms containing a
boiler or central heating unit serving more than one unit.
-- Sec. 302-5 exc. 2
FOR B OCCUPANCY:
A t hr. occupancy separati-on is required around rooms containing a
boiLer or central heatlng unit greater than 400,000 BTU input.
-- Sec. 302 . 5
FOR 53 OCCUPANCY:
A l- hr. occupancy separation is requlred around rooms containing a
boiler or central heating unit greater than 400,000 BTU input,
-- Sec. 302.5
FOR A3 OCCUPANCY:
7\ 1 l^-. \J\-L- Lr1,crr rrJ y separation is required around rooms containing a
boil-er or central heating unit greater than 400,000 BTU input.
-- Sec. 302 . 5
FOR 52 OCCUPANCY:
A t hr. occupancy separaLion is required around rooms contaj-ning a
boil-er or central heating unit greater than 400.000 BTU input.
-- Sec. 302-5
ADDITIONAL SEPARATIONS :
A refrigeration machinery room shalJ- be separated from the remainder
of the building as required for an H7 occupancy regardless of area. A
horizontal occupancy separation may be limited to the actual fl-oor
area of the machinery room. Sr.ructural supporting elements shalL be
nrnf pr.ter| fnr J- he f rrne of c1.1nqJ- rtt/-+i an ^-:" -- eAC . 2802urrvu)'tJvv!ra]'.
A 4 hour separation is required from an R1 occupancy. -- Table 3-B
Page # 10
Code review for:
Prniar-f Trl .
Address:
FOR R1 OCCUPANCY:
A L hr. occupancy separatj-on j-s required around .common storage andlaundry rooms. -- Sec. 310.2.2
A t hr. fire separation is required between dwelling units.
-- Sec. 3I0.2.2
EXIT REQUIREMENTS:
FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES
OCC EXITS WIDTH HDWR CORRIDOR SUIING
5 Unit 620 (Floor
5 Unit 621 (Floor
r \.., t l-lrl
4 Unit 518 (Floor 2) 4
4 Unit 519 (Floor 2) 4
4 N.Stair/Elev/VestibuACl
4 Unit 620 (Fl-oor 1) 5
4 Unj-t 62L (FLoor 1) 5
4 Exi-t Balconies ACz
TOTAI 18
Unit 514 6
Unit 515 5Unit 516 5
Uni-t 517 5
Unit 518 (Floor 1) 5Unit 519 (Floor l- ) 5
UN.IE 52 U 5
Unit. 521 5
502 Conference Room 38
NSt a i r / E l- evlVe s t ibul-AC2 4
2)82)8
16
-L
1
z
l-.o
4.8
0.8
0.8
0.2
1.01n
0.4
5.4
1.>
1.2
1.0
1.0
1.0
1.0
1.0
1.0
7.6
4.8
0.8
14 .6
?n ?
No
No
No
N/A
N/A
N/A
N/R
N/R
N/R
3
3
5
J
3
3
3
3
3
3
TOT
503 Storage
Exit Balconies
AL
nn??
101
1
1
1
1
1
1
z
1
1
7
1
1
1
1
1
1
1
1
z
No N/A
No N/A
No Hallway
No Hallway
No Hallway
No Hallway
No Corri-dor
No Hallway
No Hallway
No HalJ-way
No Hallway
No Hallway
No Hallway
No Hallway
No Hallway
No HaJ-J-way
No HallwayNo Hallway
Vo< f-nrri dnr
Yes Corridor
N/R
N/R
N/R
N/R
N/R
N/R
N/R L'I
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N,/R
Out 4 18
Out 1'7
Code review for:
t, f /.\ -.r a/-.t- | t1 .
Address:
Page # 11
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
l\to
No
No
No
No
No
No
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
HaIJ-way N/R
Hal-lway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Corridor N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
Hallway N/R
N/A N/R
N/A N/R
Hallway N/R
Hallway N/R
Hallway N/R
Corridor N/R
1'7
.)
2
z)
a
..'
2
z
.-t
TOTAL
77
I
1
1
t-
1
1
1
1I
l_
1
1-
1
1
TOTAL
Unit 4l-4 6Unit 415 6Unlt 416 5Unit 417 5Unit 418 5
403-5 Sal-es/Acountng 3
NStair/Elev/VestibulACl
407 Business Center 1
5
5
AC8
4!
1)
L.2
1.0
1.0
r.. 0
0.6
0.2
U.Z
1.01n
1.6
30. 3
1 '.\L.Z
)_.2
t--u1n
1.0
0.5
0.0
0.0
i.)
1.0
1.0
1.4
20.2
1
t_
1
1
1
1
1
1
I
1
1
2
1
1
1
t
1
1
Unit 420Unit 421Exit Balconies
Unit 314 6Unit 315 6Unit 316 5Unit 3l-7 5Unit 3l-8 5
311 Fitness Room AC3
NStair,/Lobby/Ve s t / ELACI
316 Storaqe AC
317 Yard Storage AC
318 Mechanical Rm AC1
Unit 320Unit 321Exit Corridors
5
q
fL\- /
37
1
1
1
1
2
P: rra JL 1'lt LZ-
Code review for:
Prniaz-l- Tri .
Address:
B1 U01- Emp Ski Stor AC81 U02 Storage Room AC2
81 UO3 Ramp AC2D1 r-n,,| r^7---i -- ROOm 2r, \J: vrcr!ILrIIrg
81 U05 Ski Storage 4
81 U06 Mechanical AC1
81 U07 N. Stair,/Vest/EIAC5
81 UOB Boiler Room ACB
81 U09 Storage AC1
81 U10 Storage AC
81 U11 Storage AC
81 U12 Comm. Kitchen 4
81 U13 Ramp AC2
81 U14 Banquet Room 22
Rl ll'l 5 Si- nraap AC2
81 U16 Bar 2
81 U17 Restrm Corridor ACL81 U18 Banquet CorridorAc2
81 Ul-9 Mez Stairs AC1
81 U20 Men's Restroom AC2
81 U21 Women's RestroomAC2
81 U2 3 Vesti-bule AC1
81 U22 Lobby AC1
81 U24 Garage Storage AC1
BL U26 Housekpng Office 181 U2'7 ElecLrical AC1
81 U2B Hall/Stairs AC1
81 U29 Housekeeping 681 U30 Storage AC
BL U31 Storage AC1
81 U32 Employee Bath AC
81 U33 Exit Hal1 AC81 U34 Ha1l AC1
81 U35 Maint. Office 2Bl U36 East Stairs AC1
81 Unit 122 EHU 581 Bdrm Addn Unit 101 2
R'l [innar T arra l Parlri nrr 11O
81 M01 Dressing Room ACz81 M02 Bath AC
81 M03 Sauna AC2
81 M04 Mech,/Storage ACs
TOTAL 220
1
1
1
1
1
1
1
1
1
1
1_
1
1
1
1
1
1
1
1
1
1
1
1
1
l_
1
1
L
1
1
1
1
1
1
z
0.0
0-4
0.4
0.4
0.8
0.2
1.0
L.6
0.2
0.0
0.0
0.8
0.4
4.4
0.4
0.4
0.2
0.4
0.2
0.4
0.4
u.z
ia
0.2
0.2
0.2
1.2
0.0
0.2
0.0
0.0
4.2
0.4
0.2
1.0
0.4
34.0
0.4
0.0
0-4
1.0
66. 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
N/A
HaJ-lway
N/A
N/A
Hallway
N/A
Hallway
Hallway
N/A
N/A
N/A
Hallway
Hallway
Hallway
N/A
Hallway
Hallway
Hallway
HaIlway
Hallway
Hallway
Hallway
Hallway
N/A
Hallway
Hallway
Hallway
Hallway
N/A
N/A
Hallway
Hallway
Hallway
Hallway
HaIlway
Hallway
Hallway
N/A
Hallway
HaIlway
HaJ.lway
Hallway
N/A
N/nN/R 11
N/R
N/R
N/R 11
N/R
N/R 11
N/R 11
N/R
N/R
N/R
N/R 11
N/R 11
N/R 11
N/R
N/R 11
N/R 11
N/R 11
N/R 11
N/R 11
N/R 11
N/R 1-1
N/R 11
N/R
N/R 11
N,/R 11
N/R 11
N/R 11
N/R
N/R
N/R 11
N/R 11
N,/R 11
N/R 11
N/R 11
N,/R 11
N/R 11
Out
N/R 11
N/R 11
N/R 11
N/R 11
uut'
Page t 1?
Code review for:
p r f\'1 ar-f I al
Address:
82 L01 Maint Shop AC2
82 L02 Storage AC
82 L03 Vesti-bu/ElevatorACl
82 L04 ElevEquip/StairsAC2
R? T,O5 St- orarro AC
82 L06 Storage AC
B2 L07 Storage AC
B2 East Stairs AC1
82 Lower Parkj-ng 13
TOTAL '13
0-0
0.2
0-4
0.0
0.0
0.0
U.Z
_1z+. O
66. 0
No
No
No
No
No
No
No
No
No
No
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/R
N/R
N/R
N/R
N/R
N/R
N/R
N/R
Out
Out
1
.)
NOTE: Areas with 'AC' before the number of occupants area is being
treated as an accessory for occupant loads,
-- Sec. 1003.2.2.2.1, Exception
Hallways shall be considered as intervening rooms for exit-access design
purposes. -- Sec. 1004.3.3.1
Wall-s and cej-1j-ngs of hallways are not required to be fire-resistive
unless they are required to be fire-resistive based consLruction type.
-- Sec. 1004.3.3.3
There is no restriction as to the amount and type of openings unlessprotection of openings is required by some other code provision.
-- Sec. 1004 . 3 . 3. 4
Elevator l-obbies are not required. -- Sec. 1004.3,3.5
In areas where 2 exits are required, the minimum separation is 1/2 of
the maximum diagonal of the area or f1oor. -- Sec. 7004.2.4
When 2 exits are required, exits must be arranged so that it is possible
to go in either direction from any point j-n a corridor or hallway to a
separate exit, except for dead ends not exceeding 20 feet in length.
-- Sec. L004.2.6
Page # i-4
Code review for:
Project Id.:
Address:
Exi t Si ons a1p lpnrrr ro-l f rnm e|l afeas Whef e 2 Of exi 1.S are reorli red.I vYqr! \
-- Sec. 1003.2.8.2, Exception 2
No point to be more than 100 feet from an exit sign.
Main exterior exlt doors which obviously and clearly are identifiable
as exj-ts need not be signed when approved. -- Sec. 1003.2.8.2, Exceptlcn l_
Door swing is based on Sec. 1003.3.1.5 except as noted.
Occupant load factor is based on TabLe L0-A.
Number of exits is based on Table 10-A except as noted.
Exit width is in inches and based on Sec. 1003.2.3 and Table 10-BExit width is to be di-vided approxi-mately equally amonq exits.
-- Sec. 1003 .2.3 -2
Width shown for all areas is based on other egress components.
Width shown for 1st floor is based on other egress components.
Width shown for other fl-oors & basements is based on stalrwavs.
-- Table 10-B
NOTE: When the occupant Ioad on an upper floor is greater than thefloor(s) below, minimum exiting requirements are maintained.
-- Sec. 1003 .2.3.3
For the mini-mum width of doors, see Sec. 1003.3.1.3
For the minimum width of hallways, see Sec. 1004.3.3.2
For the minj-mum width of corridors, see Sec. 1004.3.4.2
For the minimum width of stalrwavs, see Sec. 1003.3.3.2
FOOTNOTES:
2) Basements and floors above the 2nd floor are reguired to have 2exits. -- Sec. 1004.2.3.2 See Exceptions
4) Panic hardware is based on Sec. 1007.2-5
See exception for main exit in A-3 occupanci-es and churches.1I\ fnrrinnrc r.,i+hin :n aFFira cnace with an occupant load of l_00 or less
are not required to be rated. -- Sec. l-004.3.4.3, Exception 5
L] ) The requirement for thj-s hallway,/corridor to be a corridor is based
on the hallway in a portion of this area being an intervening room.
-- Sec. 1004.2.2 & 1004.3.3.1
18) The requirement for this hallway/corridor to be a corridor is based
on this area requiring more than one exit. -- Sec.IOO4.2-2, Exception !
NOTE: One exj-t may be through an adjoining or intervening room, which
1n turn provides direct access to an exit or to a corridor.
-- Sec . 1044.2.2, Exception 4.
Page # 15
Code review for:
Project Id.:
Address:
FLUSH AND SURFACE BOLTS:
M:nu^ I I rr onerat. ecl eclcre- or srrrf 6gg-mounted f lush bof ts and surface
hnl ts ^r an\/ rrj- hA- l-rrnc nf r.larli r-c th.:rl mav be rrsed IO CIOSe OI-ul'yvvlulrgur!Lq]
restrain the the door other than by operation of the l-ocking device
shall not be used. When automatic flush bolts are used, the door
Ieaf having the automatic flush bol-t shall not have a door knob or
surface-mounted hardware- The unlatching of any leaf shall- not
reorri re mnrc t-h:n onc one-:f i nn. -- SeC. 1003. 3 . 1 . B
LOCKS AND LATCHBS:
Reo,a rdl csc nf the nr-r-rrnanf I ned scrlred - exi f cloors qh: I I )'r c nnen,1[]g9v! v vg,
from the inside wit.hout the use of a key or any special- knowledge or
effort. -- Sec. 1003. 3.1. I
STAIR NOTES:
Private stairs:
Dr.irr:-a c,1-:i rr.r:r,s and stai-rs servi no an or:crrnant load less than 10:v!r w rrrY
1) A private stairway must be at least 36 inches wide. -- Sec. 1003.3.3.2
2) The maximum rise of a step is B inches and the minimum run is 9
inches. -- Sec. 1003.3.3.3, Excepti-on 13) Provide a handrai.I on one sj-de of stairway 34 to 38 inches above the
nosj-ng if there is more than 3 risers. -- Sec. 1003.3.3-6, Exceptj-ons
Public stairways:
1) The rise of steps shall not be less than 4 inches or greater than 7
inches, The mi-nimum run is 11 inches. The maximum variation is 3/B
inch in a flight of stairs. -- Sec. 1003.3.3.3
2) The minimum width of a stai-rway is 36 inches, 44 inches if the
/.\,^,.-,,-\:n+ t^..t is .r*tr.atar f L:r 49. __ Sec. 1003.3.3.2Y4vquv!AIso see exi-t table above to see if mi-nimum width is greater than
44 inches.
3) Provide a handrail on both sides of stairway 34 to 38 j-nches above the
nosino- Marz he on One side of st:i rw:rrs Iess than 44 inches wide.
-- Sec. 1003.3.3.6, Exception 1
4\ D.ovidc a .n1^rd r:ir r^rha-o drnn off is orearer than 30 incheS.s!vu v!! rJ Y!esLv!-- Sec. 509. 1
5) The minimum height is 12 inches. -- Sec. 509.2
6) Open guardrails shall have intermedj-ate rails or ornamental pattern
such chat a sphere 4 inches in diamecer cannot pass t.hrough.
-- Sec. 509.3 The triangular opening formed at the riser, tread andguardrail may be 6 inches. -- 509.3, Exception 2
1) The minimum headroom is 6 ft-- 8 inches. Sucn clearance shal-] be
measureci vertically from a pLane parallel and tangent ro the scairway
tread nosing to the soafit above at aII points. -- Sec. 1003.3.3.4
8) Enclosed usable space under the stairs is requi-red to be procected
as required for t hr. fire-resistive construction. -- Sec. 1003.3.3.9
Page # 16
Code review for:
Project Id.:
Arlri ra e e -
Stairways are required to be in exit encl-osures. -- Sec. 1005.3.3.11) The wal-Is of the enclosure are required to be 2 hr fire assembl-ies.
-- Sec. l-005.3.3.2
2) The openings into the exit enclosure are required to be 1 1,/2 hour
assemblies. Note: Openings into enclosure are limited to those
necessary for egress normally occupied spaces. Doors shall- be
maintainec. self-cl-osing or shall be automatic closing by actuationof a smoke detector. -- Sec. 1005.3.3.5
3) A connection to the exteri-or is required with the same firenroter-tion :s the exit enclosure. -- Sec. 1005.3.3.34) The space under the stairs (enclosed or not) may not be used for anypurpose. -- Sec. 1005.3.3.6
5) Approved staj-rway identification signs shall be Iocated at each floorlevel- i-n all enclosed stairways in buildings four or more stories inhelqht. -- Sec. 10033.3.13
6) At l-east one stairway is required to extend to the roof unLess the roof
slope is greater than 4:12. -- Sec- 1003.3.3.11
7) A barrier is required at grade leve1. -- Sec. 1005.3.3.4
ELEVATOR REQUIREMENTS :
1) When the el-evator vertical travel is 25 feet or more, each associated
el-evator lobby or entrance area and associated machine rooms shal-l beprovided with an approved l-isted smoke detector for elevator recal1
nrrrnnseq nnl rr -- Sec. 3003.22) In building three or more stories in height, at least one elevator
car.rri nn =l I f I oors shall acc6nim6date a wheel_cha.i r Scc f he r-omqlglgurrs uvrrrPlist of requi-rements in code book. -- Sec. 3003.4.1
3) fn aII structures four or more stories in height, at l-east one elevatorshall be provided that can accommodate an ambulance-type stretcher
76 inches by 24 inches i-n the horizontal position. -- Sec. 3003.54) Shafts (hoistways) housing efevators extending through more than twofl,oor levels shaLl- be vented to the outside. The area of the ventshall not be less than 3I/2 percent of the area of the elevator
shaft., provided a minimum of 3 square feeE per elevator is provided.
-- Sec. 3004. Vents shall be capable of manual operation only.
Paqe # 17
Code review for:
Ad.diess:
RAMP REQUTREMENTS:
l-) The mlnimum width is 44 inches. If a ramp serves an occupant l-oad of
49 or less, it may be 36 inches wide. If the ramp is serving a high
occupant load, check exit table above for required width.
-- Sec . L003.4 .2
2) If the ramp is part of the accessible route, the maximum slope is
1212. Al-1 other ramps may have a slope of 1:8 or l-ess.
-- Sec. 1003.3-4.3
3) When the slope is greater than 1:20, landings shal-I be provided at
the top, bottom and for each 5 feet of rise. Top landings and
intermediate landings shall be at least 5 feet rn the direction of
travel. Landings at the bottom of ramps shafL be at Least 6 feet in
the direction of travel. -- Sec. 1003.3.4.4
4) Hanclrei ls sh:ll he ner steir rcarri rcmenf s -- Sec. 1003.3.4.5
5) The surface shall be roughened or shall be of slip-resistant
materiaLs. -- Sec. l-003.3.4.8
LANDINGS AT DOORS:
1) A fl-oor or landing shal1 be provided on each side of doors. When
access for persons with disabilities is required. the floor or landing
shall not be more than 1/2 indn lower than the threshold. When access
is not requlred, the maximum is 1i-nch. -- Sec. 1003.3.1.6
2) Landings shal1 have a width not less than the width of the stairway
or width of the doorway, whichever is the greater. !{here a landing
serves an occupant load of 50 or more, doors in any position shall
not reduce the landing dimensj-on to less than one half it required
wldth. The minj-mum length in the direction of exit travel i-s 44 inches.
-- Sec. 1003.3. 1.7
TRAVEL DISTANCE: (dj-stance to an exit)
The maximum travel distance i-n this building is 250 feet. -- Sec. 1-004.2.5.i' TraveL distance shal-l not be l-imited within an exit enclosure or exit
n:ss:rrowA\/ -- SeC . 1005.2.2
BUILDING ACCESSlB]LITY :
When there is more than 20 dwelling units, at least 2 percent, but
not less than one unit shall be accessible. -- Sec. 1103.1.9.3
See Exceptions in code
Page # 18
Code review for:
9fn '1 ar'ii- | /1
address:
1) Th:s burlding including each tenant shall be provided with at least
one entrance which complies wj-th the accessible route provisions of
CABO/ANSI A117.1. At l-east 50 percent of all entrances shall beaccessible. -- Sec. 1103.2.3
2) When more that one exit is required from any accessible space, each
accessibLe portion of the space shal-l- be served by not l-ess than two
accessibLe means of egress. -- Sec. 1104.1.13) When an exit stairway is part of an accessible means of egress, the
stairway shall have a clear width of not less than 48 inches betweenthe hancirails. The stairway shall either incorporate an area of refugewithin an enlarged story-Ievel Landing or shalL be accessed from
an area of refuge. -- Sec. LL04.L.2
The area of refuge sha1l have direct access to the stairway that servesit. -- Sec. 7].04.2.74) Each area of refuge shall be sized to accornmodate one wheel-chair spacenot less than 30 inches by 48 inches for each 200 occupants, orportion thereof. -- Sec. l-L04.2.3
5) If the area of refuge is not within the stairway, it shall be separated
from the rest of the story by a smoke barrier having at least a one-hour fire-resistance rating. Smoke barriers shafl extend to the roof or
f l-oor deck above. Doors shall be smoke and draft control- assemblieswith a rating not l-ess than 20 minutes. -- Sec. 1104.2.46) Two-way communications are required. -- Sec. 11,04.2.5
7) Each area must be identified by a sign stating AREA OF REFUGE and theinternational symbol- of accessibility. -- Sec. 1-I04.2.78) NOTE: Exit stairways in buildings protected throughout by an approved
automatic sprinkler system are NOT requj-red to incorporate an area ofrefuge. -- Sec. 1L04.I.2, Exception 2
ROOF]NG REQUIREMENTS:
1) The roofing on this bui-Lding is required to be Class B or better.
-- Table 15-A
?\ Strp cp.tinn 1l!{ anCi ICBO feSearr-h rennrfq fnr reorri remenf s.reYqrrsr'rsrrLr.
AUTOMATIC SPRINKLER SYSTEMS:
If there are 100 or more sprinklers, afl val-ves controlling the
r^rrt- 6r crrnn'tr' .hrl water-f1Ow switCheS Shall_ be eleCrr.i r::llw moniforqd.rvq4rj
Valve monitoring and water-flow alarm and trouble signals shall bedistinctly different and shall be automatically transmitted to an
approved centraf statj-on, remote station or proprietary monitoring
station. -- Sec. 904 . 3 . 1
Page # 19
Code review for:
Project Id.:
Address:
STANDPIPE REQUIREMENTS :
A cLass f standpipe i-s required. -- Tabfe 9-A
A hose is not required. -- Table 9-A
FOOTNOTES:
1) The location is to be per Section 904.5.3.
2) A standpipe is not required in the basement. -- Table 9-A, footnote 1
FIRE ALARM SYSTEM:
An approved manual and automatic fire alarm system is required in this
building. -- Sec. 310 . 10
A scnar:te f i re al ^,# ^r,^.F^* n^^; nrrf Jre nrovi clecl .i n hrri I di nns f hal. haVefa QEl',,q,!cLL9 -LrJ-s dla!lLt DyDLEItt llt:t:\,l' rr\,rL r.Js Pr\Jv rrLrr.l-utrrYo LrraL
a supervised sprinkler system having a local alarm to notify aII
occupants- -- Sec.310.10 exc- 2
The alarm system is to be as set forth in the Fire Code.
LIGHT AND VENTILATION
1) A11 habitable rooms require exterior glazed openings equal to 1/10
or more of the floor area. (min 10 sq.ft.) -- Sec.I2Q3.2
Excepti-on: Kitchens may be provided with artificial 1ight.
2) A11 habitable rooms require an operable exterior openings equal- to
I/20 or more of the floor area. (min 5 sq.ft.) -- Sec. 1203.3
The minj-mum area in bath rooms is 1, I/2 sq.ft. Exc: Laundry Rooms
In Iieu of required exterior openi-ngs for ventilation, a mechanicaL
-,^-{-.: 1 -r.l ^- ^.,vsrrLr.!aLrvrr oy'st€fiI may be provj-ded. Such system shal1 be capable of
providing two air changes per hour
3) In bathrooms containi-ng a bathtub or shower and laundry rooms' the
ventilation system shal1 be connected directly to the outside and
ha nanrl.rl a rrf rrrnrli d i nn f i rzo .r'i r nhrnrrac r-rar hnrtr Tho nni nt afvv vs}/qlrv v! t/rv v rqlrrY vrrqrryve l/v! rrvsr
discharge shal-l be at least 3 feet from any openings which aflows
air entry lnto the building.
Rooms whi-ch only contaln a water closet and/or lavatory may be
vented using a mechanical recirculating fan designed to remove
odors from the air. -- Sec. 1203.3
page # 20
Code review for:
Pr.'i a,'-i- T.l .
Addiess:
WALL AND CEILING FTNISH:
1) Wa-LI and ceiling finish materials are required to comply with
Sec. 804-1 and Table 8-B-
2) Carpeting on the ceiling is required to have a Class I flame
spread rating. -- Sec. 804.2
3) Textile waff coverings shal-l- have Class I flame spread rating.
and shall be protected by automatic sprinkJ_ers or meet the
acceptance criteria of U.B.C- Standard No. B-2 -- Sec. 8054) Toi]et room floors sha1l have a smooth, hard nonabsorbent surfacethat extends upward onto the walls at least 5 inches.
-- Sec. 807.1.1
5) Wal-l-s within 2 feet of the front and sides of urinal-s and water
cl-osets shall- have a smooth, hard nonabsorbent surface.
-- \A'l' Hll I | /
INSULAT]ON NOTES:
1) All insul-ation material- including facings are required to have a
flame-spread rating of 25 or less and a maximum smoke density of 450.
-- Sec. 101 .3
2) Foam plasti-c insul-ations are required to be protected. -- Sec. 2602
ADD]TIONAL REQUIREMENTS :
For R1 occupancy
1) Provide a window or door to the exterior from every room used forsleeping- -- Sec. 310.4. The window must provide a clear open areaof 5.7 sq.ft-, a clear height of 24 inches(minimum), and a clear widthof 20 inches(minimum) . :- Sec. 310.4
2) Al-1 habitable rooms require exterior glazed openings equal to 1/10or more of the floor area. (min 10 sq.ft.) -- Sec. 1203.23) At1 habi-table rooms require an operable exterior openings equal to
7/20 or more of the ffoor area. (min 5 sq.ft.) -- Sec. 1203.34) Apartments - Provide a smoke detector in all- sleeping rooms and areas
h:rri ncr :.-.-cqq tn sreenincr rn6ms. -- Sec. 310.9.1.4
5) Hotel,/Motel - Provide a smoke detector in the main room or eachsleeping room. -- Sec. 310.9.1.5
6) The minimum ceiling in a habitable space is 7 feet 6 inches except
ki1- r-henq harr^ --r r^-!1-- -^\/ h:rrc : r-ai Iinrr hci rrhl- nf 1 f aal-r .-*_LI5t CtllLr rJct Lll- rtlclj rrq rr!, .---:r--- ---- Sec- 310-6.1
Page # 21
Code revi-ew for:
Project Id.:
Address:
For B occupancy
For 53 occupancy
1) In parki-ng garages where any parking is focateci more than 5 feet above*he aci-i a.cnt rrr:cle - rrehi r-- c l-rarri ers shalI he nrorzicied. -- Sec. 311.2.3.5Y:qgv,?\ The mi nimrrm r-lear heiohf .i s reoli rort in he 7 feql. -- SeC. 311-2.3.3
3) Parking garages require a ventilation system that exhausts 1.5
cfm per sq. ft . of f loor area. -- Sec . 1,202 .2 .1
For A3 occupancy
PLATFORM:
1) Permanent platforms shal-1 be constructed of materials as required
for the building type of construction. -- Sec. 405.2
2) If the area under the platform is used for any purpose (including
storage) other than equi-pment wiring or plumbing, then the floor
construction shall- be not less than t hour fire resistive.
-- Sec. 405-2
For 52 occuDancv
Floor-3rd Occupancy-Exit Balconi-es
When seats are not fixed, the capacity of this area is required to
be posred at 73 occupants in a conspicuous pl-ace on an approved
sisn near the main exit. -- Sec. 1,001 .2.6
ACCESSIBLE FACIL]T]ES :
NOTE: Except as noted, section numbers listed below are from
CABO/ANSr 4117.7 - 7992
o
Page # 22
Code revi-ew for:
Project Id.:
Address:
WATER FOUNTAINS AND WATER COOLERS:
At least 50 percent of drinking fountains, but not less than one,
provided on every fl-oor shall- be accessible. -- UBC Sec. 1105.4.1
Accessibl-e units must compty with the following:
1) Spout is to be within 36 inches of the f1oor. -- Sec. 4.L5.2.L
2) Spout arranged for parallel approach shall- be ]ocated 3 inches
maximum from the front edge. Spouts of cantilevered units with
knee and toe cfearances shall- be located 15 inches minimum from
the vertical support and 5 inches maximum from the front edqe.
-- Sec . 4 .I5 .2 .2
3) Spouts shal-l provide a flow of water 4 inches helght minimum.
-- Sec. 4.L5.2.3
Operable parts shall be l-ocated at or near the front edge of the
unit and shall comply with 4.25.4 -- Sec. 4.15.3
A canti-levered unit is required to extend l-7 inches minimum from
the vertical support. CLear knee space must provide a clear areaof 8 inches j-n depth at 27 i-nches high and 11 inches at 9 inches
mlni-mum above the fIoor. -- Sec. 4.L5.4.1
6) Forward approach units shall comply with 4.2. Units in alcoves
shal-l comply with 4.2.4.4. Units not having the necessary knee
and toe clearance or clear space under them shal-l comply with4.2.4 and have a clear floor space that aflows a person in a
wheelchai-r to make a parallel approach. -- Sec. 4.L5.4.2
4)
s)
Page # 23
Code revi-ew for:
AdCiess:
TOILET FACILITIES:
1) A 60 inch diameLer unobstructed turning space is required in
the toileL room. -- Sec . 4.1,6 -3, 4.2.3 & Fig . 84.2.3
2) Water closet shall be mounted adjacent to a side wall or
partition. The distance from the side waII or partition to the
centerline of the water cfoset shalf be 18 in. Sec. 4.7"1 .L
3) When the accessible water cl-oset is not in a stall:
The clear floor space shail be 48 j-n minimum in front
of the water closet and 42 in from the center line of the
water closet on the side not adjacent to the waff,
-- Sec. 4.I'7.2 & Frq. 84.7'1 .2
4) When the accessible water closet is in a stal-l:
The stall shall be 60 i-n wide minimum and 56 in deep minimum
for wal-l hung water closets and 59 in deep minimum for floor
mounted water cl-osets. -- Sec. 4.18.3.1
If the door swings into the stal-f, the required depth shall
be increased by 36 inches minimum. -- Sec. 4.18.3.2 &
Fig. 84 . 18. 3. 1
5) The bars are to be 33 to 36 inches above the fl-oor and shall
kre nrorri ded on the rear wa1l and on the side wal-l- cl-osest to
the water cfoset- -- Sec. 4.24.2.2 & Figs. 84.I1 .3, 84.71 .4
and 84.18.3.1
a) Side grab bar is required to start within 12 inches of the
back wa11 and extend to 54 inches from the back wa1l. (The
minj-mum length of the bar is 42 :-n) -- Sec.4.!1 .4.1 &
Fiqs. B4-71 .3 and 84.18.3.1
b) The rear bar shall be 24 in long minimum, centered on the
water closet. Where space permits, the bar sha11 be 36 in
long minimum, with the additional length provided on the
transf er side. -- Sec . 4 .1,1 .4 -2 & Figs. B4 .71 .3, B4 -77 .4
and 84 - 18.3.1
6) The top of the seat on the water closet is required to be 17
to 19 lnches above the floor- -- Sec.4.I1 .3 & Fig. 84-L1 -37) AccessibLe urinals shall be of the stal-l type or wall hung with
the rim at 17 inches maximum above the floor. -- Sec. 4.I9.2
8) A clear area of 30 X 48 inches mi-nimum is required in front
of the urinal. Privacy shields shall noc extend beyond the
frnnt cdoo gf the ufinal fjm. rrnless fhev arc ?O inr-hes ,an:rtL r lrL,
minimun. -- Sec. 4.19.39) Accessible lavatories shall be mounted with the rim 34 inches
maximum above the floor and a cl-earance of 29 inches minimum
from the floor to the botton'. of the front eCge of the apron.
-- Sec . 4.20.2. 1 e Fig. 84.20.3 -710) Tt shall extend 17 i-nches n.lnimum from the wall. The clear knee
snar:e sh: I f be 8 inches in denf h mi nimr:m at 21 inches minimum, .. ""-yabove the floor and 11 inches in depth minimum at 9 in minimum
above the floor. The Cip of the overflow shafl be ignored when
checkinq the clearances. -- Sec . 4 .20. 3 . 1 & Fig. 84 .20. 3. 1
11) A clear floor space of 30 X 48 inches minimum s:rall be provl-ded
iloil'll"'i.t'5:'::'r"::o,:16iI. ;";"lt',;:;3::.T.*'*"*
Paqe # 24
Code review for:
Project Id.:
Address:
T?\ r,rtrl- ar crrnnl., ^^.-r -i--i - ^i^es under Iavatories shaff beLa- J vYCrL-Cr -UPPry qrrLr Lr!qrJ.r Prwinsulaced or otherwise treated to protect against contact.
-- Sec. 4.20.4
13) The bottom of mirror is required to be wrthin 38 inches of
the floor. -- Sec. 4.76.6 & Fiq. B4.20.3.1
GLAZING REQUTREMENTS
AlI glazing in hazardous locaLions is required to be of safety
glazing materiaf. -- Sec- 2406-3 & 2406.4
Locati-ons:
1) Glazing in ingress and egress doors except jalousies.
2\ G1 azi nrr in f i warl :nr-l ql idinrr nrncl q of qlicl inn donr assemhl i e---^ ' -Lr\g\l cl l IL.a o+-L\.(-l.rr\i lJqr-\-r.r \./ ! rf 4vrrlV \,r\-,/\J l. cL !) t) 9rltIJ I I s J
-^t ^^*^r^ .lo.rr* pc.irsro rrt swioging doors other than wardrobe doors.
3) Glazing in storm doors.
4 ) GJ-azing in al-L unf ramed swinging doors.
5) Glazing in doors and encl-osures for hot tubs, whj-rlpools, saunas,
steam rooms, bachtubs and showers. Glazing in any porclon of a
building wa1l enclosing these compartments where the bottom exposed
edge of che glazing is l-ess than 60 inches above a standing surface
and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where the
nFarFsi- exnnqod odrrc n5 f ha -- --i -- I ^ "i -L t.., a 2|-inch arc Ofu L.1yvDY\.r e\rus \-,/ - L-Ilv 9Lc,.L LrL9 -!D w-.L Lll,I IJ
either vertical- edge of the door in a cfosed posi-tion and where the
hnf-nm evnrrqed edoc nf thp olazin,l is Iess 1-han 60 inches above the
walking surface.
'1 ) Glazing in an individual fj-xed or operable panel, other than t.hose
locations described in items 5 and 6 above, than meets al-l- of the
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B, Exposed bottom edge J-ess than 18 inches above the f l-oor.
C. Exposed top edge greater than 36 inches above the ffoor.
D. One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
B) Glazing j-n railings regardLess of height above a walk-Lng surface.
Included are structural baluster panels and nonstructuraf in-fill-
panels .
9) Glazing in walls and fences useC as the barrier for indoor and
outdcor swimming pools and spas when the bottom edges i-s less than
60 inches above the pool side ar:d the glazing is within 5 feet
of che pool or spa water's edge.
10) Glazing in walls enclosing stainvay landings or wj-thln 5 feet of
then bottom and top of stairways where the bottom edge is less
than 60 j-nches above -.he wal-kinq surface.
Page # 25
Code review for:
Project Id. :
Address:
CRAWLSPACE REQUIREMENTS :
1) Provide ventilation either by mechanical means or by openings in
exterior waLls. Opening shall provide a net area of not l-ess than1 square foot for each 150 square feet of area in crawl- space.
Openings shall be distributed on two opposite sj-des and be located
as close to corners as practical. -- Sec- 2306.'7
Note: Vent openlngs may be.reduced to 108 of the above if ground
surface area is covered with an approved vapor barrier and the
buildrng official approves.
2) Provide L8-lnch by 24-ineh access openj-ng to the crawl space area.
Note: Opening may be required to be larger if mechani,cal equipmentis located rn the crawl space. -- Sec. 2306.3
3) Unless the wood is listed as an approved wood of natural- resistance
to decay or treated wood, the mlnirnum cl-earance between exposed earth
and fl-oor joist is L8 inches. The minimum cl-earance to beams andgirders is 12 i-nches. -- Sec. 2306.3
ATTIC REQUIREMENTS:
l-) Provide an access to all attic areas with a clear height of 30 inches
or more. The minimum size is 22 inches by 30 inches. There must be 30
inches or more clear height above the access. -- Sec. 1505.1
2) Provide ventilation in al1 attic areas. The net free vent area isto be not less than L square foot for each 150 sguare feet of attic
area. The vent area may be 1/300 if at least 50? of the required
..^-+.i I ^.-.:-- ^-vsri.Lr.!aLrrrg o..r- €d. is provided by ventj-lators located in the upper
nnrr- i ^h ^f f ha :f + i r' .Fha rrrrrrar ventil_ators must be at least 3 f eet
above the eave or cornice vents. -- Sec. 1505.3, Exception 1
The vent area may be 1/300 provided a vapor retarder having a
transmission rate not exceeding l perm is installed on the warm side
of the attic insulation. -- Sec. 1505.3, Exception 2
3) Where eave or cornice vents are installed, insulation sha1l not block
the fee fLow of air. A minimum of L inch of air space shafl- beprovided between the insulation and roof sheathinq. -- Sec- 1505-3
CORRECTIONS. ANTLERS RENOVATIONiADDITION, PERMIT #BOO.OO58, 6127 /OO:
All section references are to the 1997 edition of the Uniform Building Code (UBC).
1. Location and Materials Used for Residential Construction at West Property Line. Triangular
comer areas of residential terraces and balconies at west property line encroach as much as 1.5 ft. into
the area where openings are not permitted by Table 5-A (5 ft. from the property line). Areas between
columns or structue are considered openings in an exterior wall.
Due to the relatively minor nature of the encroachrnents of the tenaces and balconies, the fact that the
exterior walls of the residential units themselves and openings in those walls are at least 9 ft. from the
property line, and tle fact that the tenaces, balconies and exterior walls are almost exclusively
constructed of noncombustible materials, the encroachments will be permitted, subject to the following
condltlolls:
2. 2. Encroachment of Projections rt W€st property Line. Triangular corner areas of roof eave
overhangs encroach by as much as 2'4" into area where projections are not permitted by Sections
503.2.1 and 705. Utilizing the most lenient provisions of Section 503.2.1 would permit the roof eave
overhang to project by 20" (l/3 of the distance) into the into the area within 5 ft. (60') ofthe property
line where openings are not permitted. The proposed plans show these triangular projections
extending as close as 14" to the property line where normally they could not extend any closer than 40
inches.
Since the encroachments occur only in four (4) isolated locations, their extent ls not great, and
the terraces and balconles provlde a noncombustible buffer area between the property line and
the exterior walls ofthe units, the encroachments will be permitted, subject to the conditions
noted in bold tlpe under item number 1 immediately above.
3. Materials Within Roof Structure. Buildings of Types I and II construction (Types II-F.R. and II l-
hour in this instance) are required to be constructed almost entirely of noncombustible materials, with a
few minor exceptions. Refer to Table 6-A and Section 603. The roof assembly is proposed to be
constructed of primarily noncombustible materials, but the concrete roof tiles are proposed to be
attached to wood battens and 5/8" plywood sheathing and "cold roofportions" include 2 X 2 wooden
sleepers at 24" o.c. to provide for ventilation of the cold roof.
This is felt to be acceptable on a performance basis, as the required l-hour fire resistance rating can be
met by either the 8" precast concrete roof members in some locations or the steel framing, insulation,
steel decking and drywall proposed in the remaining locations. It is highly unlikely that an interior fire
could spread through the lower portions ofthe roof assemblies and have any effect on the plywood,
sleepers and battens lying between the concrete tiles and the concrete, steel and drywall stnrcture
below. In a similar fashion, it is highly unlikely that an exterior fire exposure would penetrate through
the overlapping concrete tiles and impinge upon the wood elements.
4. Redwood Siding at Some Guardrails and Fitness/Sales/Conference. Redwood siding is
proposed as a
2..-7 , /v,€ 4 [1,0 fltn tbtrc(.':* fet'le'' drlel
an/ tartdif-iat,r: /r;4/r/ ortc/z/ao
l35u€1 huiriir,T r*,Ljffiffi-s-
HAVTKOST + ASSOCIATES P.C.
,I 1 21 GRANT STREET
DENVEFI. CO AOEOS
3O3,/ E|61-1121
FAX 3O3/A6 3-O 6 81
trCHITECTUFI
LA NN IN
RBAN DESIG
June 27. 2000
Town of Vail
Department of Public Works
75 South Frontage Road
Vail, Colorado 81657
ATTN: Gary Goodell - Chief Building Official
RE: Antlers Condominium Addition/Renovation
Dear Mr. Goodell:
This is to confirm conditions of approval for issuance of building
permit for the above referenced project.
1. Fire retardant treated lumber shall be utilized at all roof
overhangs which encroach on the 5' setback per Table 5-A (R-1;
Type llOne Hour).
2. Fire retardant treated plywood sheathing shall be utilized at all
walls and balcony corridor rails behind redwood siding finish.
3. Door F3/4 (Fitness to Vestibule) shall be 'l 112 hr fire rated
assembly.
4. A second exit door shall be utilized at each banquet area
separated by movable partitions so as not to exceed an
occupancy of 50.
I trust this accurately reflects our recent conversations and
agreement.
Sincerely,
CC: Casson Building Corp.
CC: Rob Le Vine, Antlers
A
P
U
E
N
4NTL(R
,ry
SA T \NIL
www.antlersvail.com
MEMORANDUM
To: Town of Vail
From: Rob LeVine, General Manager
Dale:612212000
Subject: Building permit plan set clarification
Friends,
Some points of clarification on the building permit plans dated April 6, 2000:
Sheet Al - The sidewalk referred to as concrete is actually heated pavers, as defined on the revised
civil drawings C6.1, C6.2, C6.3, C6.4 and C6.5.
The finish on the retaining walls by units 122 on the will be stone
The west retaining wall by the conference area will not be visible from the west, the grade
5hg,up comes right to the top of the wall, leaving only the precast cap visible
Sheet A2, A3, A4 - To be submitted as revised parking plan if necessary.
Sheet A7 - The roof rake overhang shall be 3'as depicted on the detail referred to 2/A9.
The roof rake overhang next to unit 519 shall also be 3'.
The roof rake overhang next to unit 620 is 1'. lt was legUecd at the request of the DRB so
that the west end of the roof overhang didn't "die into nothing".
Sheet A8 - The roof rake overhang next to unit 621 is 1'6". lt was EdlsCd at the request of the DRB
so that the west end of the roof overhang didn't 'die into nothing"
Sheet 414 - The retaining wall by the conference area will not be visible from the west, the grade
comes right to the top of the wall, leaving only the precast cap visible.
The fireplace vents will all be painted to blend with the field on which they sit, the intent
being to make them as unnoticeable as possible.
Sheet A15 - The air intake louvers will be painted to make them as unnoticeable as possible.
Sheet A16 - There are a number of arches in the "interiof' of the project, facing the courtyard. These
match the arches in the oromenade I mezzanine. Pursuant to the DRB's directions,
there are no arches on the "outside" of the property, facing any public right of way.
The chimney caps shall all be like those shown on sheet 414 and detailed in 6/A28
N t //rrlW
680 West Lionshead Place Vail, Colorado 81657 (970) 476-2471 FAX (970) 476-4146 info@antlersvail.com
Questions? Call the Building Team at 479-2325
IO}I'N OT
Project Name:
Department of Community Development
Antlers at ValL Addltton
d
d
{
{
{
{
{
d
{
{
d
{
d
g
d
d
Project Address:680 Llonshead Place
r' This checklt'st must be completed before a Buitdino permit apotication is
accepted.
All pages of application is complete
Has DRB approval obfained (if required) Provide a copy of approval form gill provide prior to
condominium Associauon letter of approvar attached if project is a Multi-raaniilsyu."$fiit-
Complete site plan submitted
Public way Permit application included if applicable (refer to public works checklist)
Staging plan included (refer to Public Works checklist) No dumoster,parkino or material storaoe
allowed on roadways and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring w111 provide prior to issuanceArchitect stamp and signature (Ail Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
Window and door schedule
Full structural plans, including design criteria (ie.loads) (foundation only)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans will show on final plans
Types and quantity of fireplaces shown
Applicant,s Signature:
Date of submittal:APRIL 7, 2000
F :/everyone/forms/bldperm2
Received By:
IVWNOF
' ':1 'l
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. . However, if residential or smaller projects impact the various above mentioned
depaftments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to o<pedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
ProjecL Name:
Signature
Anrlers at ValL Addition
Date: npn rr 7 rooo
F: everyone/forms/bldperm3
How it relates to BuildingPermits:
Fill out the attached check list with '_ire Building permit Apolication.
If yes was answered to any of the questions then a "public way" permit is required. you
can pick up an application at either Communify Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
Notice sign-offs for utility companies. ALL utilities must field verifo (locate) respective
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
A construction traffic controfstaging plan must be prepared on a separate sheet of paper.
An approved site plan may also be used. This plan will show locations of all traffic control
devices (signs, cones, etc.) and the work zone, (area of construction, staging, itc.;. rnis
plan will expire on November 1st and will need to be resubmitted for consideration for
approval through the winter. Be aware that your resubmission for winter may be denied
depending on the location of construction.
Skgtch of work being performed must be submitted indicating dimensions (length, width
and depth of work). This may be drawn on the traffic control plan or a site plan for the job.
Submit completed application to the Public Work's office for review. If required, locates will
be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in
the morning, but may require up to 48 hours to perform.
The Public Workt Construction Inspector will review the application and approve or deny
the permit. You will be contacted as to the status and any requirements that may be
needed. Most permits are released within 48 hours of being received, but please allow up
to one (1) week to process.
As soon as the permit is approved, the Building Department will be notified, allowing the
"Building Permit" to be released. Please do not confuse the "public way permit" with a
"Building Permit".
NorE: The above proaess is for work in a public way oNLy. public way
Permits are valid only until November 15th, A new public way permit is required
each year if work is not complete. Re-application each November lSth does not
mean an automatic renewal.
the above.
APRlL.7, 2000
Signature Dan L. Casson
F:/everyone/forms/bldperm5
Date Signed
WHEN A *PUBLIC WAY PERMIT'IS REQUIRED
,l-.O" READ AND CHECK OFF EACH OF THE FOLLOWING QUESIONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT":
d Is this a new residence? yES x NO Multi-Family Addltlon
{
{
{
d
c
Does demolition work being performed require the use of the Right-of-way, easements or
public property? YES_ NO X
Is any utility work needed? YES______I_ NO A11 wlthin property l-lne
Is the driveway being repaved?YES---x_ NO Under serparate permlt
Is a different access needed to the site other than the o<isting drlveway? yEs X NO
Is any drainage work being done that affects the Right-of-way, easements, or public property?YES NO X
d
{
Is a "Revocable Right-of-Way Permit" required?YES NOx
Is the Right-of-way, easements or public property to be used for staging, parking or fencing?YES_ NO__X_
If answer is NO, is a parking,
YES X NO
staging or fencing plan required by Public Works?
Under separate permit
If you answered YES to any of these questions, a "Public way permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at Community
Development (a sample is attached). If you have any questions please call Leonard Sandoval in public
Works at 479-2198.
ALL THE ABOVE QUESTIONS.
Casson Building Corporation
Job or Project Name: Antlers at vail Addition
Date Signed:APRTL 7. 2000
F:/everyone/forms/bldperm4
Company Name
o
CASSON BUILDING CORPORATION
CtsC 15630 E. Hinsdale Drive . Englewood, CO 80112
(303) 690-1500 o Fax (303) 680-8269
April6,2000
Town of Vail
Building Department
75 S. Frontage Road
Vail, CO 81657
RE: GASSON BUILDING CORPORATION
TOWN OF VAIL REGISTRATION #150.A
Gentlemen:
\A/ith regard to submitting and signing for Town of Vail Building Permit applications, please be
advised that Charles J. (Joe) Casson has corporate authorization to sign as the contractor for
Casson Building Corporation on said permit applications.
Sincerely yours,
cASf\ BUrf !
y'cBPoRAroN
ilJ/e*lk**
Dan L. Casson
President
DLC/cf
Equsl Opponunity Employer
HAVEKOST + ASSOCIATES NC.
11P1 G RANT STR E ET
DENVEFI.CO AOEOS
3cf3 ,/ El 61 - 1 1?1
FA)< 3 03,/B 63-O66',l
ARCHITECTUFIE
P LA NN IN G
URBAN DESIGN
February 22,2OOO
Town of Vail
Department of Public Works
75 South Frontage Road
Vail, Colorado 81657
ATTN: Gary Goodell - Chief Building lnspector
RE: Antlers Condominium Addition/Renovation
Dear Mr. Goodell:
This is to follow up on your recent telephone response to our
December 22, 1999,letter outlining the results of our Building
Code Analysis for the above refinanced project.
I understand that you concur with our interpretations of the 1997
Edition of the Uniform Building Code as stated in our December
letter except that area separation walls between the existing
condominium building with employee/O1 bedroom additions
(Buifding #1) and the24 new condominium units (Building #2)
should be a 4 hour area separation instead of 2 hour separation
indicated. This modification is necessitated by Section 601.2
(exception) which requires that area separation walls meet the
"most restrictive prescription of adjacent construction types" which
will be 4 hour for the existing building Type ll F.R., Table 78
"Material 7 Solid Concrete" indicates that T" thick siliceous
aggregate concrete results in the required 4 hour rating. Our plans
call for 7" thick siliceous aggregate concrete party walls with the
addition of one layer of 1l2" Type X drywall on each side mounted
on metal studs for finished unit walls. No openings are planned
betvveen the overlapping portions of condominium area separation
walls. Of course, unprotected door and window openings occur
beyond the required common separation wall areas.
The following is to summarize our agreement on Vail Building Code
Provisions as applicable to the Antlers Addition/Renovation:
1. Occupancy: Group R-l with A-3 accessory and S-3 closed
parking garage.
2. Construction Type:
Bfdg. # 1 (existing 72 unit condominium with addition of 7
employee units and 7-01 bedrooms) Type ll F.R. 60,685 S.F.
7 stories + mezzanine
Bldg. # 2 (New 24 unit condominium with A-3 banquet &
acoessory uses) Type ll one hour 38,534 S.F., 5 stories
Bldg. #3 Basement (2 Level) enclosed parking garage Type 1
F.R. 32,900 S.F. 2 basement levels.
3. Fire Protection: Automatic fire sprinkler system throughout.
Standpipe/hose cabinets at each floor of enclosed stairs.
4. Protection of exterior openings: Not required greater than 5' to
property lines.
5. Fire Rated Construction:
Four hour area separation between Building #1 and Building #2
Three hour occupancy separation between S-3 and R-l
Occupancy
Two hour occupancy separation between S-3 and A-3
Occupancy
One hour (minimum) rated assemblies at exterior bearing walls,
interior bearing walls, exterior non-bearing walls, structural
frame, floors and floor ceilings, roots and roof ceilings and shaft
enclosures.
We trust this confirmation of our agreement on building code
provisions applicable to the Antlers project meets with your
approval. lf you have any questions or require any further revision
please contact me immediately. lf you concur with this confirmation
and our 12122199 analysis please sign one copy of this letter and
retum for our files.
Sincerely,
Havekost + Associates P.C.
Approved:
Town of Vail
Chief Building Inspector
Encfosure: Antlers Code Analysis 12129199 (Revised 212212000)
CC: Rob LeVine, Antlers Manager
CC: Dan Casson. Gen'eral Contractor
ANTLERS CODE ANALYSIS
12t22t99
(REVTSED 2t22t2oo0\
Criteria: Occupancy R-1 (residential) S-3 (Closed Parking Garage)
Analysis: Try Type ll one - hour = openings not permitted less than 5'to
propefi line, one hour construction throughout
Then Table 5 -B allows 13, 500 S.F. 4 stories for R -1 occ.
Analyze as separate buildings w/occupancy separations.
Sec. 31 1.2.2.1 Allow separate building area/height for basement and first story if
3 hr separation, Group S-3 (closed parking garage) from Group A-
3, B, M or R-1 Occupancies. Garage Type I F.R. Separate
Building. Sec. 302.4 Fire ratings for Occupancy Separations:
Exceptions allov'rs a t$/o hour separation between A-3 and S-3
Occupancies.
Table $B Maximum height limited by Table 5-B (4 stories).
Sec. 504.2 Areas over one story maybe twice the Table 5-B area.
Sec. 504.6.2 Area separation walls shall be 2 hour at Type ll t hr openings not
to exceed 25o/o ol separation wall protectedby 1 112 hr rating in 2
hr. rated walls.
Sec. 504.6.3 Extension beyond exterior walls exception: Need not extend
beyond exterior wall when projecting elements do not contain
concealed spaoes or extend to cover concealed spaces.
Sec. 505.3 Automatic sprinkler system areas maybe doubled in buildings more
than one story (compounded with Sec. 505.1'1, 505.1.2 or 505.1.3)
Table 5-B Height limited to 4 stories Type ll One Hour, R-1 Occupancy
Sec. 506 Height increase one story for automatic fire sprinkler total 5 stories
Area lncreases:
Sec. 505.1.2 Separation on 3 Sides:
May increase allowable area by 2.5o/o tor each foot setback from
centerline of public ways or yards exceed 20' (1o0o/o increase
maximum)
North East Lions head Circle 27'min. setback to center line.
7'X2.5o/o = 17.5Yo
East OPen SPace 50'to center line
30'X2.5o/o = 75 oA
South OPen SPace 60'to center line
4O'X2.5o/o = 1OO o/o
192.5o/o 100% Maximum Limit
Conclusion: Basic allowable area per 5-B Type ll One Hour 13,500 S.F.
Increase 100% multi-story 13.500 S.F'
TOTAL 27,000 s.F.
Area Increase lOO% (separation 3 sides) X2
Alldwable Area Bldg. #2 54,000 S.F.
Basic allowable Type ll F.R. 29,000 S.F.
Increase 100% mulit story 29.000 S.F
Sub Total 59,800 S.F.
Area increase 100o/o (separation 3 sides) X2
Allowable Area Bldg. #1 119,600 S-F.
FinalAnalvsis:
Use afternate area increases under Sec. 505.1 .2 (1O0Vo) and height increase for
automatic fire sprinkler under Sec. 506 of one story to total 5 stories above parking
garage.
Building #1:
Existing building with additions; Type ll F.R. (Table 5-B)
(01 BR/B and Employee Units)
AllowableArea 119,600Actual Total Area 60,685 S.F.
Allowable Height 12 Stories Height 7 Stories + Mezzanine
Building f2:
24 New ResidentialCondominium Unib;Type ll One Hour
Allowable Maximum Area 54, 000 S.F. Actual 34,334 S.F.
Allowable Height 5 Stories* Actual 5 Stories
Building #3:
Basement and First Floor Enclosed Garage; Type I F.R.
Requires 3 hour separation to residential & banquet
Allowable tuea Unlimited Actual 32, 900 S.F.
Accessory to R-t Occupancy with One Hour Separation
Banquet, Kitchen, Public Restrooms, Bar & Storage: Type ll One Hour
Allowable Area 54,000 S. F. Actual 4,200 S.F.
THEREFORE:
Buifding #2 (24 New Residential Condominium Units) Can have exterior bearing walls,
interior bearing walls, exterior non-bearing walls, structural frame, floors and floor
ceilings, roob and roof ceilings and shaft enclosures of one hour construction. Also no
protection of exterior door and window openings is required.
Three hour occupancy separation between R-l and S-3
Two hour occupancy separation between A-3 and S-3"*
Four hour area separation between separate R-1 buildings**
* One story increase for fire sprinkler system* Sec. 302.4 Exception allows two hour separation A-3 to S-3** Revised 212212000 as requested to conform with Sec. 601.2
FLOOR AREA TABULATION
ANTLERS CONDOMINIUM
12t22t99
UNITS
314,315
316,317
318
Fitness/Stair/Lobby
Mech.f/ard Stor./Stor
414,415
416,417
418
Sales/Accou ntg/ Stai r/Lobby
Lounge/Library
514,515
516,517
s18, s19
Confer/Stai r/Lobby/Stor.
518, 519 (Fk 2l
StairA/est.
TOTAL
320.321
420,421
520,521
620,621
620,621( Flr2)
TOTAL
Grand Total New Residential Condos.
122, 222, 322, 422, 522, 622, 722
01 Bed/Bath Add (7 @230 s. F. )
TOTAL
Existing Antlers Condos
Grand Total Existing dAddition
Garage, Ski Storage, Housekeeping,
Offices, Maintenance, Storage, Etc.
Lower Level
Upper Level
Total Garage/Storage
AREAS
2,380 S.F.
2,300 s.F.
1,100 s.F.
1,000 s.F.
230 S.F.
2,380 S.F.
2,200 s.F.
1,100 s.F.
1,000 s.F.
286 S.F.
2,380 S.F.
2,200 s.F.
2,304 S.F.
1,072 S.F.
1,664 S.F.
338 S.F.
23,934 S.F.
2,200 s.F.
2,200 s.F.
2,200 s.F.
2,200 s.F.
1.600 s.F.
10,400 s.F.
3,395 S.F.
1.610 S.F.
5,005 s.F.
55,680 S.F.
60,685 S.F.
23,934 S.F.
10.400 s.F.
34,334 S.F.
14,500 S.F.
18.400 S.F.
32,900 S.F.
o
\. RE Qtsvste.u-El.-21 rclL o 4e.f:-?-'!-ur.z6---A.t=l=-4!4€-gE-
NE\-L. Q {*ltx,tt-t( (-k o-e6,
A tr-a> ADprr r-l,t (T0l.?Ot_l_OEBc=€S,
L. F-az tg&2.,<cox S*tS=a,g--
&. ?ca-t. /k--ft.,vr.' sYfqor{-- - --
C, C *p-oea
tI
4.*Au{ I Dt{-g<zctY SvsSc-rv
D. Loc-o--ou cF Lr-*9a4_06tS+V pnyr,t
€. L+C t( 'ile rl(
tr Orn{'€z
Atw-v@'-<l*ce z
o Z. Peo-,r."= .Q-.eO,-^nZrr€\,zf
-!\A - \Je-u ot{.{-o'*-l'
R. :tr:-jt.t*vartoJ.
\-O trt.6 ATlag
f\nUocr-,re-esr V4,
A, lUup'rl6?- oF
R* N<r*Aen- oF
C. Lrg^,-Nge- 4P
D . Loo*.,].S*er-
E- . \ttteva>Ft-us*zc
3.O<-rrr€r.r-Er-f f4V P eLu-LTS
Pr-t.t-t aeus
SDec4F($cLui
(or< :f€(q<
S@J
D. Sawc-tul.tc Et*6 LITEEPIM>
? - We C*/vL*ttr{ 2&ccs I
F. r 1421rvvuL &t-Lg ).
Cl,tl<
A. fl-t-r"g€Q-..o
y'st*ewc
o U E{.fr uoL-q, Tt+,-e
A" $e u ovvavov't:
R. trxcrtvLT-Lot-r
L. Vouttt) A-LLutl
ID. Lou; lcwat'
?FV . t,t+-;gLt&tLh'*quw<
S. Q*zvuE.,", St-E€ e€6uJt4t.ta4ls
A. -Vg*aqogr.L-r F-er, eLe4L
B ' PsoEs-r*'^t' w*r,*vS
L. D aE g-rfrr&r^{ Aass'
D- (ouL-c-z*ru-D PeStl-tc-arru-l'
e - A,uzgg ot1 {)uRr-cc 0--olz-(nuugpc.)
F. Lv*r.e(-*..)
o P+e'e 3
6r. Up';1o7"4 tu,G A@ k=p.,o,t r-
-t
OttveEuAv;t< / P e04-.-L
I
t@sL. l-146r^-,-sE
o
o
Av<r-aq.< 0aa e 4
1 - 1r^SDEc.z,-o,'-,, k OglAfu
A. Co'*<tzce VecwWvL------ -----
R, 0.r.- Tlsa-sc ou -Ve @Dz+.s
L. (DwdEt T>TctnL
D. Q u€a--cr Lr- (0 g-c-oy!
F. Roor-,'- 6
A- DLYL.^',(- /-ro.
A - lt-t-A Cu ,urrr-K
A. VllL,l,,t-fgrt'.zc
C. lun* ke|
D, llvtrc(ourr+-oaD
I tz Lw@tat
J . E t.Ey|a.ov
o
Nvrc,^en-,A*teso
o n8 . V+-vua* ?cLe Pfuo@cq4y Weua-
EorL L)\tsurr"o(Buccn LrJ6.
tcrv Sutg6ourt bA@(
A . ?Ue.t be,*o. VJo?,r- --E1--o
tl. bt*ez L<<uE<
N ^ I .-.L. Ntrr',-r-t> | ZVcavL-cov - @ttftrtr€
x l.u*tz*< '
A.8tu/.-
C, {t*vT PsruA/'a-Du-\t(1 Pn tL7 AF l+nq .
.
\o. &x++ Wrz<zx.aaaa2*5 O6-t u<E otr Wtu) -.-
E (E v xT oV &L' Lc,P-c6t- afLAtt S p ovTz-&orr
rfDl^t cAssoN Br,lrLDrNc coRpoRAlroN
\./fr\,':
C. Joe Casson
ProjectManager
Office: (303) 690-1500
Fax: (303) 680-8269
Cell: (303) 931-6163
CtsC
CtsC
Paul R, Walhnan
Gcnerel S uperintcndcut
CASSON BUILDING CORPORAfiON
156'30 E. Hanrddc Dr. . fagc,+ooo, bo fof i-
Office: (303) 690.1500
Fax: (303) 680-8269
CcU: (303) 888-6062
CASSON BUILDING CORPORATION
15630 E. Hioldalc Dr. . EnSlcwood. Cb 80[2
Oflice: (303) 690-1500
Fax: (303) 6E0.8269
Cellr (303) 359-9580
-)
CtsC
ANTL€RS /T \AIL
680 Wesi Uonshead Placo
Vail. Colorado 81657
(970) 476-2471
smail: rob @ an0eBvail.com
Rob Levlne
General Manager
T$SENUNE I H
Fax (970) 47641'16
Den\€r (303) 825€,145
(800) e4+82,15
Dan L. Casson
hesident
15630 E. tfinrdate Dr. . Englcwood, CO 80112
Office: (303) 690-1500
Fax: (303) 680-8269
Cell: (303) 931-5980
^d^tABC F|RE PROTEGTION, lNC.
lnstallation - gerulce - InsP€ctlons
Phon€ (303) 373-4748 E|75 P6oda St. Unlt L.Bldg. 1
Denver, Co 80239Fax (9031 373-0220
9c7 3&3-&ts-4771
BRAD HRABIK
Superlnl€ndent
CONSULTAI{
car|- Fl.iwl|-|.
ELEC'FICAL EN6INEERING
A LIGHTINO CONAULTANT
I t23 AURARTA PAFIKWAY.
'4OOOENVEF, COLOFAOO AO2O4
303-423-6?OO FAX 623'a433
G,unare
1;.ONTnOLl-onpanv
olOlenwod Sprlngs
CHRIS HARRISON
Englne€r
HEAIING . VENTILAING ' AtR CONDITION|NG ' DES|QN BUILO'-iodinors . lnc,"ltEcfuRAL MEIAL ' oucT ?LEANING
RESIDENTIAL . COMMEBCAL . 21 HOUR SERVEE
1537-130 Foad . P.O. Box 1042 . Glotlwood Spdngs, Colorado 81602
Itf*LEctnc
W lt.m O. Ma'shetl
Prcjecl Developnent
A,rccA,
Condltioning Comncbrs ol
Tel. (970) 94s.2324
Fax i970) 9454128
vArL ieToi 479'6s9o
UIx2
EgU'
'L
=r,5tE,fi8
=.cfieE
ir
q{
s.
EgatE
d8
Hg
oI
@ffiH
@
H
o
t--ul
=urc,
-
=FC'ul-lorEzIt-(
o,;,2vr
Cl
=o
=ulo
ltl
G,oo_l
v,rul
-lF-
o
t
TRANSMITTAL
To:
We Are Sending You
A Drawings\
tr submiuab
X
tr
Attacfied
Prir s
tr
tr
tr
Under SeparaE Cover via
Phr|s
tr charEe ordet
Gondominium Additions
Gopies Date No.Desoiptjq4
2 8//|/00 Fire Alarm Shop Drawings _
THE$E ARE TRANSMIfiED as checked below
fi ForApproval tr Approved as submitted
tr For Your Use tr APPrwed as Noted
tr AsReques*ed tr RetumforGoneclion
tr For Rwie,w and Comment
tr For Bids Due 19
Remarks : For Final Review and Permit
Commerciat Specialists BY :
28,1 Annie Rd. Silverhorne, CO. 8049E
Voice: (9701513-7100 Fax: (970) 513-7200
GSWG
Dean A. Doiron
July 13, €|l8 AFlGI
@TqIJHT"FR AFP-4OO
Arolog Firc Fonel
Sslbn: tntaltgpnt Ffu! ALm Conbol Pan€b
oExErlL
The AFP-4{D b a cdnpaci, costtrclivB, inlolliFnt fi'6
alam drbd with a capedty of sdl pdnts and an €!6.lsilrg
list ol porvorfrrl ieahrss. Tho AFP{Oo itsgralee conr€n-
tirnal ouun citcuits, sJctl as ndificalion, telepftme, and
speakers, wi0r fte int€lliFnt toattros d two t{Faling lin€
circuits (SLG) and 396 inbllbilUaddressaHe pcinb.
;EIIUNE3
. The Fit€ VlEVt n Syswn:
ol Rew//jia'€ry t€w qpof ,eser &leditn
./ Actysre,d AWACSI etgorfimsdltflbteafialeDeftEcrt
szrofte ard aolsilrofrt sbaels.
et ,ddr8E€5ib,e qpet€dm pinFirrts the frn ,M{Prr.
/ No @ gr b ftil orfillets b dnlrge-
aa Eaily waniq pado/''',enct co,ryaratle to lia Desf
aqpiraliira syst8flis d e lhacltoa of fie tflblime cust
. Low pcssr]g co, spport
./ Expan hd wk li'nar - o to 9999 seconds.
/ uawal das detay (lo *6'd!, tyPe tD.
a/ 'W shof rrptitorn &ietylqE- lD.
ot tuip/n<n*ld nffiiln ctrrriltyqe lD.
. Combo zme- CdmdtatnFr trl mbrfdr d€tociors to
a oamrnon tnmib modulo.
. liodified Cditomb cod6' pdsed m lime-
. T€l€phd|e cu|tsol module type lD-
. Stmdifed UDACT pdnt r€porling and programming.
. VdiFir€u 4OO r€poat option. Sort Maint€nenco R€polts
by drty debctor, poak wlu6, or dam l€iv€|.
. Two inHlilq|t SiSnatnS Un€ Orc|rits (SLC) Styl€ '1, 6 d
7.
. 396 intolligsrt <tan:ce capatity (198 intdlitottt d€t€cEs
and 198 rrFnibrrsrfol modules).
. Up b 68 inbmal drcuiFJbalays, dus 99 po$ammabl€
zono orrn ]€|ays for a baal capedty of sdl pdnts.
. Peer-{cpeer n€tti,ork-t€ady (re{er b llOTl'Flhl'IET
aN Mttl-29i2 caf8,,og snoc(s fitr rindEr intu/,l8diot ).. lnbllil€nt baums:
/ Marud sansiMy adjustrnent - Lercls.
./ Po.olarn AWACST I bvals-
,/ Day{rlEti,t artufirdic sensmn9 aa}nstnea.
.a *nsiffiy vtttuws.
ION - o.sb 2-s61fupf ooscurslba.
P,{oTO - o.sb zsiriltut obsdrratbr
IASER - 0.03 b 1.Or5/M &st.8, iut-
Inn-7I-SENSOR - O.71 b 4mGtW oDscurdicr.
./ Dtfr @n,E/nsf,tion (U.5. Psi.e'l/t PqfiW).
Califomia
Stat6 Fir€
Marshal
Chicago
CI-ASS 1: 1291E
GLF€S 2: 1729E
./ tltlMdedralgotfitn rttdt BstleatDy d€lbdats
h Mn decistut (@,il pf'fittg)-
t/ Attlo (1€feffir W (n&E NFPA n4.
.a Mainb,nz?6 €bd (lDo ,8t€rsr.
/ s€,fr@fiizirg N>atg7'rt 'di.tsis
pte-€/€m level
b envito r$rrt a.taotttdidY.
./ Acliyale br;al sot tderDase ofl f,c'alam.
./ LED Dr'tnk cffttro, fict sroeping ataas.
/ Atumd*; devicptYr.^ dl€G*
. Vsificalim Trouue counbr. Trcubb indietion all€r
a d€teclor sifis 20 lima.
. Rbl€aittg bature:
/ Ten indtr,nt€f'/t rrazatds.
/ $ilACicat€d ctoss-zup (lDtEe drmsr.
./ tbtay titngr and txsct atge timets (,dius/,able)-
t/ A}p't (b,tr @io'ts).
@
s6:5
^^. F(ulu/ w\-/ E:l
cs 118rinB
MEA
17-SE
of
717G{D28:182
716iln28:'181.a>
\./
OBlAOAY
na d@rtE i! rEt i s|d€d lo bo uld lbr ilsldldoo purp6. lra t!' b laop qlr
p|odrlilb.ndbn rp,ffir|detda fre c.|ma covs dl !p* +elctaG d
atfche.I rqr t d1 Al +achcdd!.8 rllld b ctnlle rn|qn ndi:a For
rE! hh dbG oodE IO|rE Prur: (z13).184-116l FAX (aB) 46{-7'118
tso€ool
EngiEdu fld fbrffirilE
Qurfy Sy|F[ Cdfrd b
hffib|rl$!d.dFOcDl
E
shuruslI(oTltllR' 12 oirErtile Ro.4l5t!|tu d, Carndicrn tF4Zl
U{Sadl - P{.1 oa 10
FEIIURE, ullsrd
. Voice and Uophm€ featr]gs:
r/ Solil sila{b arassaga gettetati}?
ta Haldiwiled w*n Cpr.ttr, tttodab qp{ims (S}4dern
s{x)O crass mod&d€s).
/ Dis,ibt,tf€,d voic€ qtbns txp Aansporfdts)-
/ Fircfrgl,ter teleprlo't€ $ion./ 30- to 1n{afr ,,4g/',<ff;ietry ,''',dltur.
.a 8€lc/'/.ry tuE get
',",b' atf, ati/piif'g ofliot?.
./ Dud c//F,nndgfdi.n.
. Oplimal unive.sd 3gG channd DACT, with AC feil de'
lay.
. UL-.list€d mod€.n int€tfaG allows ]€ritot€roff-site sys-
bm hb$albn-
. LGDa0 snota 80drafiaot€r displays (up b 32).
. AGS annundabrs (ElA485), induling IDM c sbn.
. Print€r inbrfacs (80€lumn and 4(Humn pdrilts).
. 6.0 A usable regulated outsut pos€r, plus 6.0 A ex-
pand€B-
. andraractar tCO disday, beddit (2 fn€s x 40 charac-
t€]s).
. History fil€ with 8(X)€y€[tt capacity in non-Yolatil€
m€rno.y, plus s€parab 2(xhtstt a|at||-odyffo.
. VGAS graphic rnmibr sysfie.n $ppotts up b 8 AFP-
400's.
. Watarflow or grp*visory seleciion por pdnt
. Alarm Verification sd€dbn p€r pornq wi|h tally.
. Aubprogramhg and Wak T€st regorts 2 deviFs sot b
sams addr€st.
. Positiw Alarm Ssqu€nae (PAS) PE$gnal per NFPA
72.. Silance inhibit and Ano Siil€nce lim€r oplidts-
. Manir lime/iempaal,Cdibrniartyro€{3p code fur belldr-
cuits.
. Fr€ldflogtrarmab|o m penel or dr FC, uith VGriFileil
program cfi€dq compe]€, smulate.
. Full QWERW keypad belind friedoum dc.
. MtrlX-2 treryi]€ debtrr inbr&ce provid€s snpaliuF
ity with many noGf.lOTlFlER debdors fur reffit 4dF
calims.
. Dual rat6 drarg€r for up io 90 hours of standby pouer.
. Tornado Waming activabs difis{€nt tlolificalion Circuit
cod6-
. Non€lam poants fur low€r p.idity tundbns.
. Remote AC|(Silence/Rceultill yia MMX modules.
. futomath line motd fuictitns, with hdktay €mP
lions.
. RapH pdl algprihm ior manual slalions. R€sponds in <
3s€dr&.
. Op€rat€s with untwist€d, unsfibld€d wire (up b 1,Om
feet) tor rfft apf*caliitts (U.S. lzatBnt 5, 210, 523)-
. Suface ilont Tectncogry (sMD Elecfonics.
. High-sp€ed RISC l$bit Mictoplocs$sor.
. E)ffiini€, built-in HN$€tlt pfobdion.
P{€2d10 - Dr+5462
o'l lo
o lo lo
o lo
ll
a
Eo
E
o
$*I IE
=l.(o
E3qC
to
Bg
$*3
I*E
i
qOi+5
I arI+6
;*
8
t
E
E!
E
3
ll..
llorl r !
iE i rie; €
t? | q
f16
ll
g
E
!
I
tD
Po.FI
I
r€
+E;AE'tEt
'
=trog
o
Y(JoJo
=uJl-.n
o
EF
r
oEE
;g;
e
Dtl€2[2 - Pqr3d rO
o
withqrt lh€FEATUREg
. 24-vdt stobo model6: 15, 15|/5,75and 11O candda. l2-vdt 6tobe n|odds: 15 and 15r'S candela.. Hom mod€ls op6rat6 d| 12 and 24 \rolts.. Low drrent dreu r€ductid|s es high as 4591.. Two fiekfselectabb/mwrcible hom bnes:
- 3(x)0 Hz inhrupbd - electomecfianhal. FielGseleclable/r€versibl€ high-low dBA outsut d| hom
(low ouFut on 24-volt tnodels only):
- 101 peak dA g 10 fi- high orrqn.'
- 96 peak dBA @ 10 ft. lil ouBrt'. Fiddadeclable/rcvershle b]Ip 3 patEn or mrFbnp 3 corF
tinudts pethm dl hom.. Horn/strobe can be wired eith€r in tand€m o. indep€ndenny.. Weatherprcot stob€, homs, and hom/sbobes avaibble-. Homs for use wilh cod€d porr€r supdy avaihbl€.. UniveGal rnoundng phte induded wlth eacir ur t.. One€crw rnounling of stob€ and hom/strobo to rnow||it€
plafio.
. SpecfrAe.t stobe and ho.n/strobe ttks up m mo.n h tho
ba&o:<.
CURRETfi DTAWTABLES
SlroDe Only
Sing|€{€ng mounting
(t|om mod€l onv).
use of a mountng pltte
. Self-contain€d scr3w corE|s.. eesn*caUv pteasing d€sbn.. Synctrrmize ]|dn end stobe ui|h Sync€bodtn module
(nDt).
. silence hom on hom/stobe owra single pef of wit€s udng
a Sync-Ciuit module (MDt).
'sattnd ouFnt ttaries vit tone and oxrtr{tt opetts s€hb4'sot,nd
J€yErls bssed upon a/.radtob twn tn€adrrBm€rls.
sPECrFrclrloilt
lnput termin.b: 12 b 18 AWG (325 nYrf b 0.51 rm1.
Dimenrio|B: s€o dirgrams pags 3.
WeighL tdn onyi 7.2o2- (N g).
Weigh! shoDe ead hornffi: 8.8 c (250 g).
[ountlng: soo diaglarns paga 4.
Op€raling bmperatu.t: :l?F !o 120'F (O'C b 49C).
Operaring voltage lango:o 12V:10.5- 17Y. 24V:2o'gJ
v,
- ttrsce prod.r.ds sho.rtd be qerded vibin tnet t ld mfrago
rfig€. UL doea, howe|F,r,
'Flel
t tnclio'l'/l int€g/ry to -2UX 8rd
+lnt d n,€,/x ts,cfrr,er's st*bd tE rgEs.
.)
o Honr Only
Cr|is
AYENAOE G
I4Iflrfll tr lT'v
-l*l - l*l al*
nnExT(-Atc-kilrwla.vltr |r"l a lml-lr*
PE^r 9|'tiu-Elrrryl rJ I rrt
-t*t - t-t -t*
1€l|Il' lryq!vltartJv
- l*l - l*l * l*r
x f,J9r cr
IITI.EI|ro.tl l? | f'v
- r*t * t*t Et*
rffGu6*1tfl-hfrrlrJlrv
-lml alnl alr
lrC ,- T-lbbbfr.
rJanEctflldlt
r05, I tlY I Iwr inl alnlelr
aaqrl
tt
iat
E.INll|.vlry
Er.tu ltohrdr _
rol tl rd tal t.l a
blr@lE rtnl.iqn _
Hom/Strobe - 75 cd
Hlg]Jlfl IiiP
AVEEE.|r4.r!rr I
ro.6v I rz|I I rrY I-r-l --t*l clrl
nr4T(.rlI rteIrlr.YIrovl-lryrl * lrrl -ltSdD Htsh -@-rS'L l{o.
Ifi Tcrraltl
xlsE!I
l{rl l{a I-!!rDrt Hlh
llfrlL
||A u t{a
Hornl$trobc - ll0 cd
I|gJl.a L.|t
^YEnrE CUmgI (-A)
t X.r4 | ?v...d|.lo.ry | r2Y I r?Y I t I ta I w
- l*l - l*l -lJ Elhl -lnl rl+
Sdo l.lUhd|.
ial
rulE HEhr.r+.
-
Ld
|.l
al!tq ll u t
Pq€2d6 - Dtl-tgl
EltctlrEEtlilO SPEClllGlnOil3
General - Sp€ctrAl€rt horrc, strobes and homlstrobes
shall be capaH€ of morntlp to a standatd 4' x 4' x 1-1/?
(10.16 x 10.16 x 3.81 on) beckbox or a shgle{ang 2! x 4' x
1-1P (5.(A x 10.16 r 3-81 ctn) badGox using lhe universd
mounting plaE induded with eactt SpectrAle.t p.oduct Al8o,
SpecbAbrf pmduc'ts, when used h conjunc'tbn wilh the ec-
cessory Sync-Grcuit Module, shall be poweEd trom a non-
coded porver supply a|d shall op€rate on 12 or 24 \tolts. 12-
volt rabd devices shal hane an operafng wltage rarqe d
10.5 - 17 vdts. z4-volt rabd devicas shall haw an opsatng
voltage range of 20 - 30 vdts. SpecbAlert products shall hav€
an operating temperahrre of 32'F b 120"F (0'C b 49'C) and
operate fi(m a legulebd DC 6 full{aw rcclified, unfiltercd
por€r Brrypty.
Hott| - ltcm shall b€ a Syst€m S€nsor Sp€cfAbrl mod€l
cap€bl€ of opsraling at 12 and 24 vdts. |bm shal
b€ tisted to l,rL 4Al ior firs p]obciive signalhg syster|s. Th€
hom 6halt haw two tone oplions, two audiHlity opfsts (af 24
volts) and lhe oplion b swiHr bet*€€n a tetnporal 3 palbm
and a nsr-E nporal mnlinuous pali6(rr. The hom{nly modd
shall NOT operata on a coded porver supdy €xcepf thoEo
rnodels (model nrnnbers contain 'HC') d€signod b do so.
Strobe - Stob€ shat b6 a Syslem Sensor SpecbAldt
model tstad b LJL .|971 end be appro\red fior fir€
protective service. The stob€ shsll be wircd as a primary
signaling not'ficaton applbnce and @mdy with the Ar€thans
with Disabililbs A.t EquitementB for vidbb signaling appli-
ancss, |lashing al 'l lk oyer lh€ sltobe's enlits operating volt-
agts rangg. The stFbg nght shall co.tsist of a xenon nash trbe
and assodated lcns/rGflecbr systom-
DttEilSrollt
oartER s{ra
(142a75 mr)
ICR: $5ll6i
(131.S75 rm)
HornlSt!obe Gombinaton - l|o.n srob€ sttall be a
Sysgn 5d|60r SpecfA€.t rnodel
-
listod b lt- 1971
and UL 4e4 and shall be apprc\,€d ior fir€ prct€clit/€ ssrvice.
Har stsob€ shall bo wir€d as a pdmary signaling notificatpn
apdbnce and cotnply with lhe Am€ticarF wit| Diseblilies Ad
Fquircmenls lor visble signali€ apdbnc€s, adtlng at I Hz
over its enlir€ operaling voltag€ rangg. The sbob€ tght shall
consist of a xenon flash tube and associabd lens/ref,ector
system. Tho hom shall ha\re two lone optons, iwo audiblity
optbns (at 24 volts) and the option b swidr b€tw€€n a tem-
poml 3 patletn and a noo-bmptralcontrudis petbm. S:tob€s
shan be poneted independenty of tha sounder with lhe t€-
moval of fac-toty-install€d jumper wit€s. The hom on ho.t
strobe rnodds shall operat€ dl a coded or nord€d poYter
supcy.
todule - irodul€ shall b€ a Sysgn Sensor Sync€rcuil
rnodel- lisbd to UL 484 and shall be apprc\,€d lor
tire protective s6rvice. The module shall synchronize
SpecbAlort strob€s at 1 Hz and homs at brpord 3. Abo' t|e
module stral silerEo the hocts dl horn/Stobe modCs' while
opeEting the strobes, ovEr a sirgl€ pal ofwi€8' Th€ rnodule
shall be capable of .nounling b a 4-11116' (119.0625 mm)
square x 2-1,8 (53.975 mm) deep backbox and shall conbd
t$o Sryb Y (dass B) or one SV€ Z (dass A) ciurit llodub
shall be capabb of muliiple zone syndrcnbalim by daisy-
cfrainir|g multifle nodules togeth€r and Gsynch.onizing eedl
olher along the chain. The Module shall NOT op€f,ate on e
coded pow€r supply.
l.- z-isn€r --d
I O4f 15 nm) |
h
UPPER LEFT: Hom/SEob€ wih Sma[ Footsdnt Uounf'|g
Ptab (samd di/'//ensiotts for sttobo orrty).
LoYVER LEFT: Hom/Slobe wifi Universal Mounling Ptab
(same dinensbns W siro6e drtY).
UPPER RfGHT: Hom drly ftnaybo nflrngdfrhdaErs'?p,
F@lpttt t or llniveoat ,lounfiltg Prete).
LOWER RIGHT: Sync.Circrrit Modub (MDL).
DX-5CS - Palo 3 of6
MOUffiTTO DIAGNATS 4' r 4' r l-lllf bacl6o<Hoflr Surface tornt
wil|| accessay
Backbox Skir{
A
St obe or Hornlstrobe
with accessortf
$rnall Footprint
Itounting Platr
ffi"X<l&Vllount
Honr with Universal f,ounting Plate
(included with each produc't)
V ?x.. x r-zttrbad.or
9MP
Strobe or HonrlStrobe uri{r
Universal tounting Plate
(included with each produc-t)
4' r 4' 1-1f2' bdod
+11116' x +11116r x 2-lltr
(119.0625 x 119.0625 x 53.975 mm)
Sync.Gircuit todule Dircct ilount
sOUlrD OUTPUI OUIDE ldBAl
V
backbot(
4' x 4'x 1-l/? bed(bol(
Slrobe or HornlStrobe Surf,ace
with accessory Backbox Skirt
UL fu|sberadRoom dBA@tblls DC Anechoh Room Pe*<BAe l0fr.ME
flt5 12 1f m A 30 10.5 12 l7 n 2A 30
Temponl
LOUT
TONE
Electomectsicd l.tA llA 1\|A 75 75 79 htA htA 1\|A 94 96 s
30ff) fh hbmpbd TA ].|A 1{A 75 79 79 tlA ].|A 1.|A 94 96 (B
HGH
TONE
Electorectsfcd 75 75 79 a2 a2 &2 Itt 95 98 1(X)101 't02
3{Xn t[ hbrrupbd 75 75 79 n 85 85 gtf 95 98 1m 101 102
Hpotar
LOW
TOlG
Electomedsicd t.A 1.lA ilA 79 a2 85 tlA ftA NA 94 96 9B
3m lL hbrupbd itA NA ilA e 82 85 1{A itA l\|A 94 96 s
HIGH
TONE
Ebcfunedsid 79 79 85 85 88 88 94 95 98 1m 101 1U2
gm Fh hbmlpbd 79 82 85 88 88 g)s3 95 98 100 101 1U2
P{./r dO - ON-'SD
wrn|]|o DrAoRAmS
M)TE: Do NOT l@pw es tndar temi//Bl screws.
Tandem Operation
]ront sIRo€E ooF
mnan (
aEvEE {mEor t
Erclwll|.rSt/UlE.|*HA
Zil mflEAcp"Lrfitot4..Efrt{ffi*
Two{ije sFtsfli, gny ntx ot rFdsbr
Iiled br TAND€M OPERA'nON.
Y Homs s:lenced oyer turo{irs circuit.
. A'ry mix of horn/strob€s a srrob€{nly dflic€s is
accoptabl€.
. Hom control @nnecE to irit€rruptible pow€r
D'AGRAT,'O'ES:
l) Any mix of SpectrAert hdn/strobo, stobGonly, or horn-
only dsviFs b dlowH€ b. Zone 1-
2) No d€vio6 or hom<nly are alored m Zme 2 lf m de
vkEs al€ Ins€lled m Zon€ 2, bnr{nab EOL r€sbtor at
hom co.|!ol lannhal.
tn cloora. dr
4r tca
l-t ,--.S
arf, 3--
lq t..l l
tflt lEEtI qrt
l-t ,--.S
gl... 3*8Jt r""'-r *
ro rEllS.rteIEI'ECanEd-
Independent Opetation
HONN A D STROEElcrutlrcrattlDIPR|rTESiEI(n@
I9 t€cr trroR l,
oREor. t
PtGxT 1srRoEE {tr @r. t
ffrrE tuoir'rioaF|r !d la.Ddn oF !tDr-
S'NGB
(+l
FfO'FACP,IKNILER
PRET/KIIA
DEIIICE,(ttE ArE* riq 6s rior.t
bsrte^dsb, d@rttclbt
DO rlof *rt'*t,€,.tut/G
t'€ds,oaffiD€',dd',M,
ndEiEr DO aJOtroA *!a
FoJr-wF€ s)/scm, combo models,
wired br INDEPENDENT OPERATION.
(t'bn an b trrrdofrdAp pzn,
nfifi€ s{ro0os d|lin@ lo qps,r"Ib.)
V Temp 3 coding of, Multi-Atert
and PA4OO soundcni.
lrorE StroD€s mus De po$ctsd ,?ottl not {o*d
suFly.
:)*- =
DEr i!,*,
l*. ,--.$
!|r;*{$
D €Ang - P.gp 5 do
-oI
E
=EoE
-Iu
-IJ
ht,3oo4I
NEII .trrrE YolT.c fi ro nA'@
tun. v[E
ro mf €I[|rFR
Horn/Strobes
P1215 P121flV 12 t5 1U 18
HA5'5 Pr215til 12 1C75 15A 1El
l?n5 P211il a 15 78 $
P2ft5r5 P2'llsiflV A lSrlt 91 111
vt4t5 P24,'fl A 75 ?t8 161
t?1fl0 F24i1fl u It0 r66 AB
P?l15l5K lF E Drm0 x tvrs 91 iit
P2475K $E*eDm0 A ?5 148 167
Pzlllfilw*cotoUl x 110 166 AB
Ganadbn lodeLrllordSltob..
I?fl54 n41fl\A A r5 n $
PZtl5l5A P?r15,5YUA u t5115 gt 1fl
HEISA P247$YA A ?5 148 r67
r?rlioA P24i10m u t10 165 m
P2415|5KA (FdEaoo0 a 19'I5 91 lfl
PZl7sI(AIE*ED|@0 21 E trlS 1A
lzlltfiAfic*EDmo0 A ii0 166 AB
Spenlsh L.b€ll|g, Hrt P2l15r5F (RF6O.I A 1Cts 9t tlt
Strobes
sla5 st21flv 12 15 t?t 1g
s1215t5 s12tsflY 12 r5/75 142 tn
v415 sa41flv u 15 s a
s24ts5 s241sdv u t5ItS 66 $
sa|?5 s247flV 24 75 1A 1/P
s2ittflt szfi1(lY A i10 1{l t94
S2415/5X (F*EDroo0 a 1yt5 66 s
s2/05( (redErp|ool)a 75 18 1S
S21rfl( (|p ED(oo0 21 110 1r(l 191
Grnrdlan Iodeh,Strobar
s21t5A s241fln A 15 53 a)
s24t5r5A s24lsISVA 21 1t?tt 6 s
s2{75 Sz,l7ClA 2r t5 18 1€
s2'111(A s24rl(l\A A t't0 1{l 191
Sa15/5tG (rtEDrml)A 1Ct5 t8 s
Sz/V5l(A 0re*ED|od a ?5 18 tiP
S2f11ffA(E*Ep|Ddt u 110 1{!191
Spanbh l..bellng, Atob.r s241r5F {REGOJ A IttS OE s
Horns
Accessories v
Hlzi|?,.H12i,?!NT 1TA l{A 12tB 12t21
HlnlKlE*Erroll 1t21 t.|A ntn 12tA
tC1Z24 lcodd DoFri tcl2t24w (coded oored 1ta l,l fl.tn fltn
IG1Z21K (r{c|Dr6(
br coded jro*r)ltz{M NIB 12tA
Jnml ln2t t0 WA 1{A 12tB fltn
Hznal(A{FtEDDo0 1ta 1{A 12tB 12tn
lclzf2ltA lcoded po*ri tf,1z|z4rtA (coded po*1ZU ]tn 12tB fltn
Sync.Gbcuft lodulr t/Ex,MIIJY lita M 16 u
t/{I-A MIIIYA 1ta t\|A t6 u
Snrai Footp,rlrt ourt{ng
Platc for AhgN.a'',r|{ OItEf s*9I'PVY 1$t{A ]u l.|A
Surt co{ount B.cfibq SkH BBS BBTIYV ttA t{A ttA NA
UrdvCrssl ldrntho Plab(r€phccrrntrf,Df D PTV lq 1{A l'|A ]{A
WeallretptDat B.doq u,E8 |.A in l'|A l{A
M)'ES: t) Canadian modol numb€6 €nd h'4. 2) tath tun€rhan model numbers end h'F. 3l Al w€ath€rFEf rnod€ls otrrsf
use w€6therpr6f badGox modd \irBB. a) AI SpeclrAblt prcducts at€ d€signod furwal-finint dly. O hstelaton of l€ss B|an 75
can(bb sbob€8 rmy b€ p€]missbb und€r lhe equivebnt fucl elion dajso of the ADAAG (Ss. 22). HoU€ r*, n b |he Gsporrialr-ty
of the p€rson a enlily d€dgnhg t|€ fts ahm sFtsn to (bt€rmin€ lh€ acceptsttlaty d ls t|'r 75 cand€h sfobc. 6) Al l5A5
candeb stob€s a hony'stob€s ara rednm€nd€d t m' x af mdns c l€ss. 'For a conDblg ,l{t?g of $ectrAfed arnnf reqtr*€-
ntp'nF,, pbase rctor b the Cun9frt Df5'v b/btes on Wo 2 of lhb doarnent, o,.dtF ttlEtruclim kn l'/l. ,bm and tbn{ffi c'nlent
dram assurne lhe ,lorn b set d lezrp 3, e|g,ctrof./1/g[,76/nic'l |oJre, aN high atrtft,ry.
Pago 6 of6 - DN\tg'g
&ne 16. tggo J-l06
@xo^Tr,FrEll"
PA4OO
tini-Alerf" Sounder
wilh Oplionol Strobc
Seciton: Ardo^risud Aptt[alEc
CEilEnlf
Syst€m S€nsods modd PA400 MinFAl€rt Sounder is cotn-
paoi and rclide.
Sound€||r
lrod€l PA4fi), U|e Mini-Al€tt ft€zo horn, has a 90 dBA
puls€d sou.d orrqrut ard op€ralG at 12 a.d 24 vDC and
full rvays rcciified unfiltered. This snpact deyice is ltEal
ior hotel, motd, or r€sid€ntial fir€ systctn apdicalions,
wher€ a€sth€lics d€mend e small indicaling devi€.
Sttobel
Th€ UL 1638 compliant PS S€ri€s signal sfobe is an d€r.-
tonic visu€ mming dgnal hatfash6 approximatelyoc.
every 1 .5 seconds. Availabb in a 1 -S cd light inbru$y, th€
sbob€ lighf uses an extr€mdy .sliablo xendt fla$ n$o
with lff trnr€nt rcqdramenls. The €l€ctronic circuit b €it'
dos€d wilhin th€ dure& polycarbonab l€ns. All circuils
ar€ polariz€d b be compatibl€ with DC alarm $p€rvid.n
and salisfy th€ latest cod€ t€quit€m€nts for p.imaty visiuo
signaling.
PSLO add$ stsobes fidd install !o the PA4OO Serios
sound€rs. but are listed fur secordary visitie signaling only.
FEATUNEE
. Atfadire stylins (id€l for r€si.t€ntial or hoftd apdba-
tions).. Pobdzed fur DC supewidon.. Inbmrpted bn6.. 90 dBA ouqdd at 10 tu€t(3 metors).. 1.5 candela add{r| sbob6 (sscondary signaling).
. Op€ratas frorn lO b 32 VDC.
. Low qlns drain.. Easy fi€lGu,iirg wilh SEMS sd€F.
. Ar.ailde in l€d, b€(p a nthib.
. Mounts h stardad $ngl€{ang bacf6u.
. Thr*year warflty.
coilsilnucrrofl rilD oPErarlox
Th€ sound€r opeftrtes elec'fonically and uses the ft€zo
€fiect Th€ soundd is munt€d on e wall dab whktt i8
availablo in rcd, whit€ a b€ip. Oplional sfob€6 (mod€18
PS12LO and PS24LO) arc ea:ily rDunt€d to sound€rs in
the fi61d. The rcdodor€d sound€r is inbnd€d for us€ in
the alarm indicaltuB ctucrit d a UL listed 12 or 24 VDC fre
alarm conEol pen€|. Opfional sbobe addilins d0|o PMtn
(mod€b PS12LO and PS24LO) rcqdre a 12q24VDC
pand respec{fudy- Th€se {t€vi6s are a\railablo h dusl
vollag€s. r€d or beig€ (PA4m is availabl€ in white), and
mount in s€\r€ral differont configurations.
(M4A5.AY (Psro)
TIrePA'$n
with Optional S:tob
The PAtl(Xl
lPPUGltlox3
Piezo sounder b desilned fur fie darm and s€trrily hez-
ard rvaming. Optottal stobe is twflnended b p.o0ect
the h€arilS impaircd and anyone omtplritlg ndsy atoas-
Th€ Nationat Fir€ P'ot€ction Associalion pblisfies cods'
standards, and r€comm€nded prac{i€s ior lhe installalim
ard us6 of soundsrs and stob€s.
Tl (bof||si b rFl itr€d b bo uld tu -!!a.L0i'| FrD6. Ubtyble(llr
FdJdirbrfri tpb{-sd E rb. Utbc-rEacararFdic{gHirEq
.'|ftiprb.l rqns'tsh AlgffqE r|E $!idb dtstqp ranf |xtfrr. Rr
rE ffirnr*rr cdHxottt Ptsr: (zt3).$a-7161 Frx. @3) at4-71r8
tso{01
EnglHiU srd t{anftctutitr
Ofly SyrF C€rmd bhlrrlirrl Sb h FGqDIX(oflFf ER' 12 clantmyib Rod. rdft.rt connrtcd 0ofi2
llll?4lIi - ftgerd2
SPECtFtAtTtOllS
tini-Alertn Sounderl8trcbe
lfechanicaf: Al'fG: 12(325 mmz) to 18 (o.75 mrn')- DF
rnerrsions wit'|oul stobe 4€/16" (115.89 mm) high x 2-
13/16'01-44 mm) wid€ x 1-118'(28.58 mm) d€€p; ditt€n-
sbas wit, stoDe: 4-9n6'(115-89 mm) high r 2-13116-
O'l.,rt4 mm) wide x ? (50-8 mm) d€€p. t/yeight wittorrt
saotp: 2-4 oz. (68 g.): weight with sffi.- 5-6 oz (159
g-). noun ing: 2-1lz (63-5 mm) singlegang bad<box.
OperatirNg temperatuc 6ngc: 1rt"F to 140'F G1O"C to
6orc)-
Operating voltago: 12 and 24 VDC and full{a\r€ r€c{i-
fi€d unfilter€d. Achlal 12 vcrt operaling vdtage cannot b€
less lhan 9.6 VErc (r grealsr than 1 5.4 VDG; actual 24 rclt
op€raliqg voltage cannot b€ l€ss than 18 VE C or gtBat€r
t|ar3:lVDC.
NOIE: AI mode/A can be powerBd usitlg fdfurave t&i-
fred unfrftered supplies. Un&r no circumsramss can MA
1221, 5s12121, or PA/nO senes devioes inp.rt voftagp
erc€ed 33 YDC or D€ ,ess than 9.6 WtC-
CURRENT DRAW' S(ruND OI'TPUT
Orlretil(mA)Rasterat
(tf Rdnr)
Aned|olc
e r0r
F0l8m)12V 21V
PA|IIIO 12 l5 82 dBA 90 dBA
PA4lXl wttlPS LO 1.5 cd d2 lm 75 dBA 83 dBA
wlRilro
lxsilatt ttox
Installalion instuc{ions ar€ packaged with €ach unlt Th€
PA4tn is int€nd€d ftr mo|inting to a standard 2-1r? d€€p
singlegang bo< wtriclr atlo*s sufficient dealance for on-
duit €ntranco. Th€ PA400 is cornpalible wih DC lins su-
p€wiskn. The pi€zo soundor b poladzod atd has bmi-
nals mark€d with polarity. Apdy po{ili\r€ $pply wltag€ to
(+) terminal and negative supply vollage to lhe G) teminal
[S* wiring di€lgn nJ. Mount the appliancs !o lh€ d€cficat
out€t box using tho trc mounling sct€ws supplied. Wdng
must be in complianc€ with all cod€s and must not be d
sucfi lerBlh or wir€ size whidt wqld cause the apdbnca
to operat€ outside of its Wblish€d sp€cificalims.
The National Fir€ Prot€ciion Association has trlHish€d
md€s, standards, and resmmend€d pradic€s for the tn-
statlation and use of sounders and sfobos. lt is tscofli-
mended that lhe inslallor b€ familiar with those r€quit}
ments, with local codes, and any spsiel rcquircngts of
th€ local Aufiotity Having Jutisdkiion.
ARCHIIECTURTl/
EIIGINEERTIIO SPECIFTGTTIOilS
Sounder shall be e SysHn S€nsd lt od€l
-'
ca-
gable of operaling at 12 and 24 VDC. Sourd€r stall b€
listed b Und€rwriteis laboratories Standard 454 fur fir€
proteclion signaling syst€ms. Sound€r shall hsv€ an op-
eraling t€mp€raturs belween 14'F and 1€"F (-10rc b
&)"C). Sornder shall have eight tcne oplims, ssl€ct€d by
means of c{p(s).
For sou nderlsttobe combinatioo:
Soundsr/sbobo shall bo a Syst€m Sansor Sounder/St'obe
Modd
-,
capablo d op€rating at 12 r 24 VDC.
Soundsr/srob€ shall bo list€d to Unddwribrs' Labotat}
ri€s Standard 4eU1638 for fits p.otec-lid| sEnaling sys-
tems. Sound€r/stmbo shall haY€ an oporalir€ tomp€raturs
b€tweon 14"F and 14(FF (-10"C to 6O"C). St'obo shall
hav€ a minimum light ouu.lt of 1.5 a '15 candob atd she[
be UL listed as a secondary s-tgna[ng device.
DrnEr|s|ollS
mfl
Contol
Panel or
p.evir|s
device.
ID
EOIR
or rErt
d€uhe.
H
--.
IVOIE' Sholg/r wilh @r*tol panol
in dtem. M poluity nvets€d
in superviso'y ca,,dlttx'-
PRODUCf, ]TilE ilIFIOTTATIOT
L_ zrzs I| (n./|1'|Id I ffi| (44.45 rm) |
H
hffil
RED wHm BEIGE DESCRIPTPN VOLTAGE CURRENT CAI{DEI.A
PMINR PA4fi}W PA4(NB 90 dBA Souder 1224VDC 12mA
PS1zLO AdddrStobe 12VDC SOrA 1.5
PS24LO PSz/tLOB Add-d Stobo 24.VOC 25mA 1.5
P{1a2d2 - Ol$?(}5
N(DTIFIECF'RE frSTE*ISa tfrrrlY GrottlLv
Jenuary 21, 1Sg
MR Series
C.ontrol Reloys
S€diIr: Miscdlasrs
K-1ql
GE||EnlT
The Air Roducts & Controls UR Series llu llivoltage Con-
bol Ralays otrer SPDT or DPDT lG.amp contac'ls whidl
may bo operat€d by on6 of four input conuol vollag€s. A
singls rday may be €nergizod from a voltage sdrce of 24
vDC, 24 VAC, 1 1 5 vAC, or 230 VAC by widng lo apgoprl'
ate input tsrninals-
Eacfi r6lay contains a rsd light-€mitting diod€ (LED) whicrl
indicat€s lhe r€lay coal is en€rgized. Relays may b€
'snapp€d apart ftom a standard fuur-and(ile assombly
and us€d indepEndonty.
Thes€ devicss are ideal fur applications wher€ local corF
tacts a.€ requimd for syst€m stabB, r€rnol€ contacts fur
mnEd of elecEical loads and general purpose switcft-
ing. Ihey al€ suitabh tur use wilh HVAG, Tempemture
Conuol, Fir€ Alam, Seordty, En€rgy Manag€rn€nt, and
Ughling Contol qFtoms.
The Air Producls & Confob mR-199 HeaW Duty Pomr
R€latr8 ar€ d€signed for conEol applicatims sth€t€ 30
amp DPDT contacts ar€ rcquir€d. The 24 VDC and 120
VAC r€lays ars mounted in a rugged sb6l endosur€.
nlS-RIESFEITUNES
lkcludlng nR-rt9 Scrtc{
. Each relay podtim may bo on€rgizod tofll ono of fuur
input contrd voltag€s.
. Each r€lay position contains a tsd LED whidt illumF
nal€s wh€n the coil is en€tgiz6d. This provides a line
saving conveniencs whon cheddng en installed sy$.
tdfi, m mebdng is mquir€d.
. Singl€, drd, o. tipl€ r€lay modul€s may b€ 'snapp€d
aparf fiom a standatd fuur+adtion tmstsr-
. SPOT a DPDT rdays flailatle.
. Available in dust-proof metal €ndcsui€s (wih gray ds-
tic @ver on MR-lOl,C and MR-2O1,C) with l-ED yi€w-
ing po.t
. Red endosure available on som€ rnod€]s.
. Track mounting hadvuaro b fucilitat€ installalion in stan-
dard caunets.
. UL rccognized telays rat€d at 10,0(x),fi)o ,nechanicd
optrations.
,ta Itlrr I\.2
Sgilo3
(MR-l0lrC cCR,
MR-1o4rC rCR,
MR-2O1,C a CR.
MR-2o'UCcCR)
tl t /tN
\7
csll8,
cs7:t3
(MR-i(X and
TR-A)4
Sed€s OIYLn
MEA
73€2-E I ZS€Z-S, tlot. tlt
(MR-101/G ffCR, | (t\tR-a)1rc orCR,
MR-l(xrCor GR)l MR-rcryC or CR)
Califomia
stat€ Fire
Marshal
73oGl00il:l0l
(MR-l01/c, i,R-lo.lrc,
trlR-z01rc, MR-AX,rC)
TTEUR4Urc
TrreNR-llrttlc
Thb doofis b nol infendd lo ba u$d b hslalbtin [r|tFG. lrb ty lo k34 qlr
Fodd lrb.ttdin Wffi |r|d @r|h. $r. c.r|'Ea cDF d lpoft aptli.lixE
a ry|ftip€b 8l 'o(||irsr|.flE, A! lp#ir|s ar slaiod lo ctttup ri!|qr ne
Fq rsE inhmslo.L cq|H IOnFER PhqE (zB) il84-7161 FA)C (aB) 444-?118
@ rorlrrER' one rip+ne pbca. ib|oft.d. connocicri 06+72
tso€ollt
E Er:sitr 8nd [snfrctuilAdt Sysbtn C..frrd b
tun tiorEl Strrhd Flgpt
E
l-.bintrU-SL
DN3{77 - P|oBrd2
PRODUGT SPECI}IGIITOIIS FOTmulrlwlt oE colfttol REt tYS
Powcr rcquircmcnts:
nR-7O1 Positun is rated at O.Oi 5 amps (1 5 milliamps)
@ 24 VAC, 24VDC, ils VAC, 23OVAC.
UR-mt tusiliot -rs rat€d at O.{XL5 arnps (35 milliamps)
@ 24 VAC, 24 VDC, 1'r 5 VAC, 230 VAC.
Refays: Af rdays xe UL t€cqniz?dcdnpo.rsrts. rVOlE'
Only models with encbsures (t'strllix,f ar€ Ul- tisted es-
sembrbs (excludx MR-199X-13C aN MR-1WX-14C).
Enclosul€: 1 8 gaug€ CRS, plabd with 1 /? conduit knod(-
outs (top and bottom)- The UR-1O1IC and nR-mtlc
indud€ a m€tal badoox wilh durabl€ daslic cov€r-
Contact rating: 1O.O A @ 115VAC resistive-
Ambient temp€ratur€: -g)"C to +85"C (-sO"F b +185"F).
DimensiorEa
MR-701n and UR-m7fi are 3-0i. (82 mm) H x 2.125'
(31 mm) W x 1.5'(38-1 mm) D.
HR-704f end HR-2OtUf ar€ 3.(r (82 mm) H x 8.5r (215
mmlWx 1.5F (38-1 mm) D.
HR-1ollC and HR-2011C ar€ 6.125' (1il).2 mm) H x
3.25' (82 mm)W x 2.5'(63.5 mm) D.
nR-lotllc and flR-fr4E. aro 6-125'(1912 mm) H x
9.5' (241-3 mm) W x 2.5i (63.5 mm) D.
PRODUCT SPECIFIGTTIOIIS
FOR HEAW-DUTY POWER REI.A'T13
Contact arrangerncnh DPDT standard,
Contact rating: 30 tunps @ 24O VAC: m NroF @ 2n
vAC;2HP@250VAC.
Goil powen fR-t99x-t3 is rat€d at 24 VDC @ 85 mA
R-t99X-t4 is rabd at 120 VAC @ 8:i mA
Tempcraturs range -30'C b +50"C (-22"F o +122'D.
For tR-lgtr-'3: -frs'C to +80"C (6fF b +176"F). For
tR-199X-t* -55"C b +45"C (67"F b +113"F)-
Dimensions: HR-199X-73 and tR-tggx-ta is 3.13'Ct9.4
mm) high x 2.5' (63.5 mm) wid€ x 2.31' (58-7 mm) d€€p.
nR-199X-l3C and nR-1ggx-taC is 5.31' ('134.9 mm)
high x 3.38' (85.9 mm) wide x 3.13'(36.8 mm) deep.
TRSERIES IEIT'N3
FnoDuct ullE lxFonntnol|
M Descfipldorl,
rR.t0lrT
ttR.l0trc
HR-l01rCR
ilR-104rT
tR-il)ilrc
TR-lll.lrcR
rR-20lrT
irR-201rc
trR-20lrcR
rR-204rr
rR-zt 4rG
tR-z0ucR
uR-l99X-13
tR-l99X-l3C
l|R-l99X-lrl
HR-l99X-l4C
Slngle SPDT Relay with LED and fack-
mounting hardwar€ (UL r€cogniad).
Singte SPDT Relay with LED, mounbd in
m€tal backbox with plastic covor (UL
list€d).
Sngle SPDT Relay wilh LED, mounted in
m€tal baddox wih r€d daslic covs (UL
list€d).
Four-Pcilim SPDT Relay witr LEDS a.ld
track-rnounling hardwar€ (UL Ecognized).
Four-Positon SPDT Relay with LEDS,
mount€d in m€tal endo€ur€ (UL list€d)-
Four-Position SPDT Relay with LEDs,
mount€d in a m€tal backbox with a red
cow (UL listBd)-
Single DPDT R6lay with LED and track-
mounting herdwars (UL Ecognized).
Single DPDT Relay with LED, mounbd in
m€tal backbox with plastic coy€r (UL
list€d).
Single DPDT R6lay witt LED, mounlsd in
m€tal baddox witt tod flaslh covu (UL
list€d)..
Four-Pciliqr DPDT Rdey wit| LEDS and
back-rnounting hardwat€ (UL Fcognizod).
Four-Position DPOT R€lay with LEDS,
mounted in a metal €ndosut€ (UL tist€d).
Four-Position DPDT Relay with LEDS,
mount€d in m€tal backbo)( wih a t€dco\,er
(UL lisbd).
H€avyduty DPDT R€lay only, 24 VDC @il
input (UL tecognizod).
Heavy{uty DPDT Relay. 24 VDC ctil inpul
mount€d in enderre (UL tBcognizod).
Heavydrny DPDT R6lay only, l2o vAC 6il
input (UL recognized )i
l-leavyduty DPDT Relay, 1z) vAC cdl in-
put, mounted in endcwo (UL rcmgnized)-
*
rcOEL
NUMBER
C('LVOLTAGE cotitTAcTs ffixrNnilG usnNGs REII
GOI'ER
lAdd'R'$ffk)
A
VIE
A
vrc
120
vtc
m
vtc
SPI'T
(10 1
DFOT
(104
DPDT
pnrt Tract Spc Endqn
u.
csFt
& IET
u-c
MR-1OI'T x x X x I x
MR-l01/C x x x x 1 x x x
iiR-1(X/T x x x x 4 x x
lrR-lO4rC x x x x 4 x x x x
MR-201/T x X x x 1 x
MR-201/C x x x x 1 x x x
MR-AWT x x x x 4 x x
MR-a)rUC x x x x 4 x x x x
MR-l99X-13 x 1 x
MR-19$(-13C x I x
MR-1S)(-14 x 1
MR-199X-14C x I x
Pq.2o.2 - Dt+3/177
The CPU'400
Eta232
Prinbr Polt
EIA-232 En-€S Torflfid
Tqnftd Fod Mo&. Fo.t
SLC Ldp #l(s-srts,az)
ElA4as Poft SLC|-oope
(svl4,6, q 7)
SIde+ Labd
EPROTI
FqftC Ab|m, To$t!, Suparvfryy,
'|d Scrity dr$. (3 arps @ sO
vDc) 0,lo!s: g.p€rviDry etd S&dty
drbds can bo confrbd b*m
dtacb,)
glcharacF (2 x t|{))
Bad(.{-f LCD frispby
$8tl3 LEDS
C.rf||ol S/ibh€s
Progrefimlng
l(6yDad
|ww|Dd
(coss lh€
p|ogrrnming
l€ypd)
l{AG or RCG*B
dutts 1 & 2.
Cle Acqass B,
2a vDc @ 25
snps sch.'
t{AC or Reb6h9
hlE3&4.
Cbss A or B. 24
VDC @ 25 amps
edr.'
$ehls/Tlor.|bb
lEDs
Wtd
Trds|ltbr flduh
(ifXTM conn€cbr).
Main Power Supply
The MPS400
Betary (12€0 AH.)
UZC Ooer hput
P{ead lO - Di}5462
2mn{dbbb
ztM)c dlqrib
tebd 125 aff
sdr'
R6ataU€
2.lvDc@
125'lF'
FN II
F ll rrrr
tiu
I o o g o o tr ol
. i l-^l l.-.1 lsnl hr lt-l l-rt IdL rr4!! lE, l.t: t
-
| (!Id LlE J l!!=
ffin tE-n trm tFl t
!r__-____u____I_____-_lf_
'ThelPSrOoba6g|p
pow€r gipply. Tobl por€r,
irddiE irbfl|el rnodrb,
c-lnoiq€€d6arF.
D@r TfliFr S\ribh (9f9200) r|6br Mod.rb odbn OpM-2)
AWACSTT Advanced Warning Addressable Gombustion Sensing
AWACSil is a set d softivare algorihrns that provile the AFP4@ wittr industpleading vnoke debctkn capabil-
ity. Th€ devdopnrent of tpse -sophbtirzbd algorihms arc rnade possible by t|e d@ coo9etatkn bemeen
tt-otifer anO Sysiem Sensor, t|e urofb bade's h fre deuaion and ahm technobgy. Th€se comd€x abpriu[rrs
requie many calcuhirns on each l€adiru d each d€bctor, and are made possibb by the very high sp€ed
micrommubr us€d by h€ AFP400 (lsbit RISC REduced lnstuditn S€t Cofmubr).
O Drifr Compensation and Smoo0ting. Th€se algoriutrns
(U.S. p€bnt pending) klent'ty and compensde for long-Hrn dtattgtss
h the analog rcadLqs tom eadt srmke sensor. Long-bfii changes
are usualy caused by dust acanmuladon hskle the snoke dtan- Au16g
b€r. Dlift oonrpensatftm alous the debcfor b tetah its original Reding
ability b detect actual smke, and Fsist fabe a}anrs, ewn as dit
ac.|.rrrrlabs. lt redies mairten oe equirements by allowing the
sysbtn b aubmalicalv perform tte pedodb sensitivity flreaglr€-
ments rcquircd by NFPA Standard 72. Srroothing filbrs are abo
prwiJed by softrare b r€|firw tsansient nobe signals, usually
carrsed by elecfiical hbrbr€nce. Difiercnt smooefng algorih.ns
are used, dep€nditg on the sensfivity seleciion d each debctor.
@ f,alntenance Wamlnga. wtren tre ddft otpensatixt pemorneo
fura deEcbr reacrEs a certah levd, the pefdmance dt|e detecbr
may be conprcmised, ard specbl wamings are giiren. There are thr€e
rvamr€ leveb: (1) Low Chamber vabe, usualy itdi:ative of a hardtnare
probl€rn h the debctor: (2) Mahtenance Al€rt hdbalive of dust acor
mulatbn that is n€ar but bebr the allofled linc (3) MahEnane l,Jrgent
indk:ative d drst am.rmulatim abone tte afiored linft. The llainF
nance Alert lend ailovrs r€inbnance beftre f|e perfunrnnce of the
device ls conprombed- i.i%
@ Sensltivity AdJuct Nine sensitiyity lo\t€ls are
provkted brabfm detection. These b\reb 6l beset
rnnualy, or can change aubrnathally betvrean day
and nbht Nh€ l€vds of peabrm sensitivity can
abo be sdected, based qr Fedeteflnied l€rds d
alam. Pre-alarm operaton c n be latcttig or selF
resbring, and can be us€d b activab special contol
func'lirns that a|e a subset of the abm conbol
@gram.
Tine (days) +
Uaf-|t|rca
l.lDtrt """"".
l|dnl€nam
AL.t
-
Iil6 A|!m sele.bo I
-OttAEmSffi.|S
- 0-79a Af r S€Ldbo 7
-o5*AEms€bfrio -
O.StPrE.ll'|ng
-
O.ai P|FAlqm 8
-O-s*Atra
Sdos -
(lllt Fell rtl7
+ 02.f Abn S.b.fdta -
(r:if Befbm 6
+- 0.1'f, Alam S.|ofro 3 F O.lX Ro-Al.|ns
-
o$f Ab|tn S.b.lon 2
-
olx}ltAh.|n Sffio I
IirE (&ys) +
F(J
e
Eulo.a
z.o
3
oaoo
1.0t6
03't
0at6
o.7t6
o.6t5
o5l5
0.404
03r
0.216
o1%
SAMPTE
SEI{SITMTY
wr{DOYi' (LPX-75r)
O Self{l$imizlng PreAlarm. Eacfi detecbrmay besettu'sdf-
minHng'pre-alam. In this sp€cbl mode, the debcbr leams' lts
nonnal erwironment, moasuring tre peak anabg l€adings otrs a lmg
p€rird of tine, and setip the prFahm lercl irst abom Otese nomal
peaks. Thb atils exbemely sensitive p|eahm capablily with rca-
ssrable proteaim against nqFfr€ signals.
O Gooperating lrulti-Itetector Sensing. A unkpe faature d
AWACS is the abtly d a gmke s€nsd to cutskler l€ditgs frotn
nearby sensora h rraking abrm d Fe-ahrm decisims. UsiE logic
abodthms, eacfi sensor can indude up to two other sensas h its
decbidr. Wthoutstatbtcal sacrifice h he abilityb t€sistfabe ahrns,
italore a sensab inqease its sensitiyity to dld sf||oke by a facbr
of aknct 2 to 1. lthrlHebctor sensip *o allors the @mbhatbn of
krnization witr phobehcric bchnology h rcaching an alarm decision.
P|!.,Abrn/a
Ptlr^tsft3Hlr|rt2
o.os
Aarm
Tim€ (minutes)
DN-s:fdl - P.go 5 d 10
I
FIELD PROGRAM]TING OPTIONS
AUTOPROGRAf,
Aubp|ogrsn b a ti.nesavlng batre ca fio AFP4{n. lt lu
a sp€cbl8oftml€ nnirE that elo|is the AFP-{d) b lesn'
vrM dovlces ar€ physbally connocbd and aulamlically
bd |h€mh |he p.ogramw h ffe.dtyelFs ftr al pffarF
6lB.s. Roqtddng 1636 than 30 s€con& b run, thb rouli.€
allows tre user b haw aknost immediab f rc pmtedirn In
a new in8bllaton, 6y€n if mly e porton of |ho d€l€cb.s
aro Inslaled. Th€ |urtin€ wll Ind dl inbligdrt dgbcb.t
and modul€3, ard p|€sent th€n b lho installe ftr €dit of
tF d€iault optiim 8el€clions, lf d€Cl€d, lf a devlco b ftond lhst et€.dy erd8lB h fn€|tlory, aubprogram sHp6 olter lhet devlca
(ody n6w devt6 or nisdng rlevirs er€ F€smtad b lhe hstaldt O[an E|e itsfa|€rwlll p€rfio.rn afiptogtam es affisi€p
in e new instBlaton, th€n upload th€ prcgrfn lnb VerlFhe b add al atsbn bbob at|d ot|€r ffio.matoo, t|qt dounlod fufl|
V€riFir€ b tr6 AFP-(n.
KEIPAD PR(rcRAT EDIT
The AFP{n, tk€ aI NO'nFIER lnblf,gont pan€b, has t|e
ddudve fahrr€ of full Fogrsm cr€don and edlt capeDe
ity fsn [re fiont pand keyp€d, rt|c corlhtthv b p,>
vtre lilt probc{ba The antibctr? of !|e AFP.(n
Boftiaro is sudr that eacft pdnt ontsy canirs 'rtB own p|D
gnem, inclrdiQ cond+!,.€{t'rrt InkB to olher pohts. Thb
alows are p|og]an lo be onter€d wlh independent per-
poht sogm€rils, rhll€ t|€ AFP-4m dnultanady rnd -
trs oth{ (alrEady imtdl€d) polntB br darm condilio.B.
In addroo.r b avddng sysbrn sfiu$ou,n, program edlt fiorn |he pen6l l€lDd h6 the adranbgE d not t€(l|lring 8n dtsdb FC.
Thb can seve sigr*ncant Instelbtat lime for mtrc. program drang€s. TtF AFP.fin db-epedlb program is pastrod
prote.bd, ard al Horflldon is sbr€d in no.Fvobd.r mfibfy. ll€nu 'ba€6' ar6 p.ovidod b l€ad tre b.in€d hstalof trrcugh
the prcgrm sbF wfirout fu neceeelty b rglsr b tho prograIring flrt|tal.
VeriFireil
V€riFiG b en olt{i|E gogramhg md bst ullty lhd dl
gr€aty r€duce i]|stdblirn gogramnhg time, and lH€aso
confidence in h€ she€podfic sonr6o, lt is Wrdorflso
b6sad end por^lee teamobghaly advan€d c+strlt
lies b dd th€ hstalbr. The inslall€f tnay cr€eb lh6
e ire gognm fc lh€ AFP-4m in fie @.nlbrt of th€ of-
fbe, bst [. sto|a a bod(up lb, A|dr b.hg lt to t|e db 6nd
dot rnloed toan a lapbp inb tle pild.
The p.ogram indrd€s eria ctled(a fur omlmar Fogaarn-
ning flrbtalcs, qrdt as an iryut Fiot ftat d€3 not d
veb my qrBrb, a an ou$tt pofrt lrat is nd Inlcd b
any hputB. lt abo indud€8 a sir htlon toutn€ lhat u,n
lbt a[ of lhe ouFn pdnlB lhat e!€ acthreled by a pclior-
lar hpr t point (ahmatudy, it wif fd af th€ hguf FintB
th€t ar€ lhked b a 9rtcubr orFut). AtlFqSh thb doc
r|ot olinineb o.r-sib b8thg, ii grety increasoe coarft
dffce h t|e tnd lnstdblon. Fo. exa.rTb, a 2Ix)lngut
and t lxlortput poht q'sbm, uihod tEf|g V6lFl€, dld
Fquir€ zo,fllo bsl ob66n ab.rs b v6dry all poGsbl€ lro
tnks.
V€riFlr€ hdudes a corirpd€ |urf|e, dcxrd at dght,
that can abo gtEaty frdp lhe instrller. l/Yh6n a n*
piogrd|r b cr€abd, t rmy be dnpersd wflh a p.€rridrs
ueGBbn ard dif!8iBnces al€ tdgllitrbd. fflh. Fogrem is
modif€d fidr fi€ pen€l key@, lt may bo uplo€d€d lnto
VedFi]e, and conpercd wltr t|6 p.€rrlous ve'3lon stoGd
o.r disk The itentficatd| dp.ogrdn dfrurrc.sgr€aty
it€lps tt€ hstaler h bseE |h6 Insian€ ion. NFPA 72
lequir€s lhat rcacc€ptmce b6t of a fir€ dem sysHn be
po{tun€d on 1U)96 of dl pointB ihal el€ troyun' b be
modified. V€.lFl]€ alows tre insleler b dotenrino te
€mci pdnts trat a|B .fiaEed.
Psgp6dl0 - DiFszEt
BT3rc ECUIPNEf,T PAGf,TOEI
The]€ are t*o packages a\railabb to cfifigute an AFP-
400 sysbrn. The standard model BE 4m, is d€signed
b rnount in a NOTIFIER tulFsized cabiret in the CAB
)€ Series. Tho BEr4mAA b a miniature package d+
stSn€d fur a srnaler cabhet, the CAB-4fi)/U\" Od€r
one of lhe folowitg:
BE4n: &se Equipm8,* indudes the CPU modub
, (CPl'un), u, 8(}{,,€[",ffir di$ry, p,oge|nf'ring
kelpad, frPS4{X, n|E/in poet r slt$y, instaflalion
instructiot s, crrassts atd tegu,ilEd hetdvan. Otd€,r
CA,&X3cgD'to'sqpelafu,,ll.
BE{OAA: Ease Eqraipnent br use nifi CA&M nini
caDrffi. rf is sr?nifer to E4n b,n tt use ,in Gll&
M. 'krc{tfus I,PS4DRB urcl banSotmers, SUV
rf;,ttsd?€ ouFnnqi?/' ,',od,tle. On er CABAXhA
cabinet *'antdy.
5r51En noDUfE
The AFP400 indrdes the ablity b coflir nicate with
up b 8 cmv€ntbnal modubs each wlh up b 8 ciEuits.
Any mix d notificatidl, rcray, sp€ak€r, or bl€phone
may be used.
Choolo any combln.tbn of up to eight output
modulec: lGtnCE, CRilGRE, tlGI4 or VCI TCE'
,CT+
Modula, p/o,vides,b.t Stlde Y or sfY/6 z
atarnt
^lffircdil:rn
Appliance Cinlrfrs
,lextfiu/m, stignafi'lg arrsnt i' 3.O arrps
prcimitt6.0 anry'Eftttu/F,
subjed b gnr sudy /Fnit8tit ls
(rncftrdts auiliety po$er rrerness, ELf,ls
ard stdt-li| ,aoersr. 117r',16 o'.ttlOFF
contmts ard OI{OFF LEDS.
rcE-.,.' iro0ificatibn APf/l€,7Etr... Cit"lfit Ex-
pancter, exlflils lCU{- to Pt"]Yide aM d
oW G) SIWY t Stytea alam l'lofiTrca'
ttorr Arytliat @ Cict Is. Cittd rd;ngs ete
sanfe 8s ,Cll{, (rt'exiaan d qP Fr
lar/-,.-) May als bo used lo dd bu
Nohftcdior, Aqpli€t7d€ Cnt'cuflS to yCl,H.
cFfl1: M Reteyrffittb,btt(1) Folm'
C ,Bhy dfttc*s, /?/ted dt 5.O A, l2O VAC
q 28 VDC (tuxis{itt,) pt cinniL ,tldrrdes
nwwal OTOOFF oodmrs and t Ells.
CRH: Contal Relay Ex,€nder, ex9€/f,s
CRtrl-4 to ptovt1€ a ffil d ebht (8) Fot n-
C ,E,ay cEnffi. (rhxinum d otp Pr
CRI'4) Mayalfi b@,NtE('edto &t
tau,r Blays b ICUI, TCI*Z TCltl, t
vcH.
VCXI: Vdc€ @,tbol ,tlottl,le ,/ovid€6 tdtr
Styte Y u SlyI€. Z qpeator atcurlq o{rrtt
,narua, sarect sndcDas aill indi.rtors,
dide,in raDels, a[rd d.tg:in tentir7F,l ffi.
tulo}D jtnnper b cflwett fo tbreprlone
aicurts rflD ramob tuA sig',d aNtd
carr{h ,tasrr. llay ba exp€,ndecl to 8
c u{i/E with VCE.4., tCE.4, or CRE l.
IFI
fffiffFlL-rl
El
HH
t-n
EBEtrIEEEE
llCE4 Voi.n MA ExPanff,ddsb|,
ah61rits to VCtll. (llotl: voriHlVCH
mfir,i//rat*n m$t be I qpea*er or I Pt|one
cicuflS.)
OTHET
DCfl.{f Dua! Channel Mdule
'/ro/viCes
torr
Sq/io Y ot Si/re Z S6aker citD|rls dus fuur
&uup| AlB *ba rehys. lttol erparxlade-
oPilox noDulrt
Ail* Auxi@ RetaY tulodule, tuut (l
Fom4 rctays @t trdled bY a rclaY ntDdt/i€
GRiLa rCtra). N.O. @,0'8,(fs /',ted 20
ettps, trr-C. 6!t ads taf€d tO zrtpt d 125
VAC and NVDC. (Meximum of sP tur
eedtCRlt.' orCRE.'-)
w/&!r: Vcb@ntat Cen{er. Ptovt&s a valdy d u*r
s€,acraDre tbaes u a shry/€- c,l7€,ntd- Up ID ttvo
difutent /or?Fls or messages ttlay Do sflad€<l on a
sirrg'3 cfianncr- Atsm pov;As $imal @nftr, voi:€
mess€rga @p&W arrt orr.sit? pro$ilrr'r,file w*n
messeges. ttrdtffi Au.lb lrassagp @t?F,
",tor(A*rg--I) n;r'/Wlr'E', caAres, dtoss panere etd
nnsilrucfiot s.
vCC2: Voic. @tM @nter. SrirgtF * dua, c,ren El
A,tdip To,?p fur/1€lor (ATG'2). ffi I *w
wh(4, HiI-o or #dy tona on the prinary d,uvnl
and br dual channst apprbalbns' ptot'ites a chime
8 m pulg-rf,r+nitt tb fuP @ tn s@f,ary
chanttd- lrdudas caDteg mic'optrdtp.' dtEss pa'€t'
and ins''tfri,'?,s.
WCa-l: Voi(dTebpt otp Wol Ccnter- Pnov*tts a'
that t E VCC-I ptDvires ptus lli/o-{,,6,y Fit€ Filrhlofs
Teled,ffi|€ (FFT-7) ceFAmY.
vtroc-2:
that the VCG2 prwiths ptus tfrvay Fitc Fig'lla'/s
T*phol.e (rTT-n @ilry.
TA}l: Tebprrone @rtuat cetrler- Ms a s'.ano-"
atme tw--uay Fin Frgrlter"s leJepioae FFf-75)'
,nc*rdas caDres, dtDss pare, ard instirdiras'
Are.fj Audb lressegs @rctalor
(wl'wt nit'ofiorc). OtdEr in
ffihntoVCGl UWCG! iJ
,r}o{r|a tD€t qartttl is t€qdt€d-
FFI-7,FFr-75: Fi/€ Fighaer's
Ierepnone cotlrtol rih tnas{ar
tardsof.
!,il':
AA-fu Auttb An'#.rF,r - 30 ratts. StriHtflo# polver'
tdudes atz4,ifrer qd autlb
inptl supni:snn, Df,dGUP
inInn, and sutotrrstic
stiddor/or,
'r/u€r
smtY,
caDres.
O €28a - P{3 7 of 10
r..- ElEt
AA-1Zt0lAA-rO0:
A/r'db @ifier plo/files up b 1m ffi d 25 Vrus
atdio po*rr for tho AFP4). 7be anpflier conlalrs
ar, t {Egra, .tass*s br nw)///ing to a CAB3,4| or -D3 baffix (stsumes dte tor). SrrilcrF
nlode power. ,ndLM a,tdb hp,n eN anpfi'€d
o,np,n su's, isiu\ bac*,tp inpd, and a.rtor7/tr,t/c
$rififiwer to tgcretp tor?f,,. Or*,r tt'€ AA-1n br
7O.7 yRrc sJrsttn s erd 1(n wafls d
'ov€r.llRog{ri): Facbryf'og/.e'?m'l€rl
messag|a ,br rhstarafion in Altc.l -
Ptovt tB up to 21 s€€p/tdsot
evaf/,)d/io'r message on rlo,n.vddfu
rwtoty chb- CtJ@se d|€ d rrlf,ny
strndard messages at/€,ib, o. Up to tm d t Efi
messeges rnay De iFreiled nn orc ANG- ,rrrudts
yRO[t, irshrdiras fui/rffialin et.t Wf€'i'',, ax,
fiilDn lslt of rtessegp.
VRN-I: Fie/datqraruned menty b
be ins',d/€d in ArlG-1. Provit'€s up
tb 24 secorfds of ffi+ro4/'g,mn'6Dy'e
evaarditn messegp on r'pt -vo&,ffi
fi|g'ldy c,iD'. UossagB is pru
gL,anmad frwn nic'wl'ol€ or aessefr€ tqpp.. Upb
trro of lta$ ,lwr-mr8tile men dy c'ipa mey M
inslehd in ot?€ AtlG. hrdudas VR,,M af, ir,str|tc-
lrors ,br ias{arHirn df, aryatim.
AP{;{R: Autilw W Strpp/4,
(ettpelnden. Proudes Wto 6-0
c''r'p€tib,9 Notitutkx| sp4,Aulf8
aircuils. ,ncftdes bdf6'y irydad
bansfur raray, aN ottarT,''r'rt
pdealm- Mannb on om ottour
posifions oa , Clr${- u CltS-'
cfiassis.
FCP!}-2.'f TltF FtCP$ll E a lE/noib
eenp (4-enp @rltndrs, npF€,t tWEr srDply.
povddas pasilito no?+Dtotbting srccessir€ zot e
dW. Miryotrsrjprfiffil8d, f/p,lct{!'gra,m,r|E-
bb fioa, IBrl.d n ,',tfrF- PCs ('€'qui,€/s qtio'l,al
Nq'E'rv'frtg W- (* lEO2 c.Eq sffi)
LCD4)ILGD&TI: UHt€,ac'eL baf#/fr LCD.tisday.
Mannb up b 6,(m fr- ftoar paneL lh to 32 N AFF"
4U. (*c LCD-m, LCD.STn c.''/rq srreetsJ
ACti.' Annarrctator M Modu/r,s ACrl-1647, AEM-
16AT, ACU-g2A, aN AE t-32A.
(Sra ACIS c.rrbt 3Dc.f,)
AFU: Ann}afur Fixed H&i6 AFtir-l|',., AFU-
1MT, ilrt AF h32A. (Sae Afl c.rrrog sDeet,
PIoSdr0 - Df$5482
Gl(S-{: Cfiassis for
nomth?g up to
,burAPS6R.
CHS4-: L@*
bur-pasffitt Chassas.
tto&t|lsfvo,!4.-sO
anl,k'fut; 6 oJre
Attre-Eur.lone,,|,-
30.
Lofl': Lamp tuiyw Modtrlas LDM-32, AUE Z ffi
LDU-R32. (S.. [Df cttrrog srtece,
AGFSR: Reflrd,a R6ley rffirno unh eifit foma
@rdacfs. Can b lof,,/furl q b 6,(m fr- tmt ,€rrd
on far ri49s.
RPI-{[6: Repeaas E A-185 oYw ffi fdr u cott-
ve s to frber{/ptic medium- (Sc€ RPf c'l!r09
sfteet)
.P: 7De )(P Serbs Trat6potdtr ptoudes @tlleldional
manltoraxt c'in'ol poi6. fsec P c.uog srL.c,
.taaa.
.aaa
GttS<tL- ErOa dm CDessis. ,t otttts tQbbrt
mcd|i/os. ,nctudes CHS-', ,tF1 Qleh ftrcs
Parcl), antl Expader Ri},fun Ceble.
DP-': Blank DlF,ss pnel.
Prlolvzdesdee,ctfurnnator
unusgd lbs or to covet AA-
30, AA-120, * AHGE.
CA8'Xi Scrts: tDe O{&X3S€rbs
caDiads ate taDtir€H tu/,, legattge
sloe, nrtflr unhuefuilM LE(Ai'|q
rpvelse srlft scroened tor .t tra,billty.
?De cabinet assembly masists of lro
Dasb p6rts: t BackDor {S8&)(3r, atd
a l-of,<W t}ot (n)e) that n'EY
htu ge dEn u m. CaDinels a,t' arangcd It totr (1)
sizes, A thtor{/h O. A tin ,it g gflioit is avacirble br
s€ni.i'u$ natnlhg.
AAmAA: P/ovfdes s''|ef caDinol ft CPaJ4n aN
MPS-f(xlRa Usa wlt E4nAA ont qpoce tot
dp (drry) d@f ci/tr/,fit ndth dusexp8r'tdcr.
(F84N: Poww Sup{y nrduie. Ttte MP$'{/n
,iacrrrdes l l,ohEce/lion MfranLe Ci'arifs (NAC) ilrat
can @tnec/. tour Cr€ss A (S{/dt Z) or Chss B (S$/e
Y, drarils 7ho wAC arso can De used lb Reba.$qg
effinDt s. brrJtldcs {o.fr bttiltln qls{ottl ntb}ls
(atam, tottu, sed"at ant s@- ruBE-
4n rD&,ac,rretil orty. TI'p NfttAn E h&xred tn
fie BE &ilL
UP8.400RB: MPS4D PC b@td orly. Less tmns'
brmers aN mounilhg c$assit.
fExAilOis a rogirbfd fadd|la k ot GE Pladics, a
stft*fay of Clemral Electic Cottpcty.
AOEilGT HSilTC,s AIID APPROYAE
S€€ th€furu€of lhis cafabg sfied frr lislim agsrcbs
and fih numb€6. Th€s€ listings and apgovals apdy b
the basic AFP-4q) contol panel. In som6 cas6s, cortain
modul€s may mt be listad by cortain appmd eg6cias,
or listl€ may bo in p.occs. Oon$lt ficEy for labs[
listing stabs.
Th€ AFP-4{D b UL lisbd, p€r Standads 8O4 (Fir€) ard 1076
(B|rrSlary). lt m6ts NFPA 72 l-@1, Audliary, R6mde
Sbtbn, Propi€tary, and Emergsncy VdcerAlrm Fk€ q|s-
tgrr Regtign€nfis-
SPEC|FIclttolt3
. Primary input pomr, 12O VAC, sllrrm Ha 3.O Amps.
. Toral odput 24 V pour€r - 6.0 A*
. Standad B€ll drcuits (4) p€r MP$4m - 2.5 A each.
. Four-ryire debcior po\r€r - 125 A
. Two noftfes€t t€gulabd porver outsuts - l25Aeadr.
. Batt€ry drarysr rar€€: 12 AH - 60 AH.
(Uso separat€ BBn55 cat*Ft for m AH baterbs.)
. Charg€ hi!$ rab: 29-1 V. Fbat Ra!a: 27.6 V.
' trc3: 7tr9 IPS-/f(p ras a lb('f ot 6.0 Amps d awilsD& po*.er.
TDis is sfiaEd Dy sfl iDbr Cmodubs and eadr llPS-l{D ciud0.
srcilEn GIFAGITY
. lnt€lligfft Signdng
. Inlellir€nt Detscbrs
Un€ Circrrits 2
198
. Addressaue mo*b/conffi rnodtl€s.-.................. 198
. ProgrammaH€ internal hardwae
and dr$n ciGtils (4 standard). Progranmabl€ softmro zonc. Spedal Programming zorB. PmgranmaH€ rcrntr mlay/arvurciabr pdnts .......99. LCD80 anruncaabrs p€r systsn (obs€.rro porr€r) ..32. ACS annunfurs ps rys{dn...l0 Arldrass x Bl pcints
COilTROLS Af,D ITDIGITONS
Prcgram Kay'pd: OI'YERTY type (k@ard layout).
E LED indic.nori: AC Pcir€c FiB Aarm: Pt€dlam;
Secu,ity Aam; SupoMsory Signal; Syst€rn Trouble, Dis-
abl€d pdnts, Aarm SilsEd.
X.mbrane Suilch Conlnob: AdsEfll€dgotstsp; Siilenca;
Evaoriatq Sysbn R€$t lrmp T6t
LCD DlBphy: 80 draracbrs (2 x /t0) wih lorlg{ib LED
bad(-light
COilPATIBIE DEYICES' ElAe2St H
'frGAS Vd,aocraptic Anrundabr qdilt
{se spanate cararog srf6f).
htr.' 'ffd UL 8il ligod (arcilW.levi@ only)-
COTPATIBII IIIIEIUCH|I DEYTGES
nd W,
CPX€51 lo.*zalilm stno*e ftt€cbr.
SDX€51 Phob€l€cfic smd(e d€bcbr.
SDX€5iTH Phob€l€ctric wih th€rmal d€m€nl
FDX651 Fix€d ltrotmd (hea0 smsor-
FDX€siR Fixed and teM{is6 th€mral s€nsor.
Bx{lll Standad U.S. d€bcnor bas6.
BslllBH Sounder bes€.
BsiLRB Rday bas€.
Bs:LAl bolato. base.
D]fr{Ol Duct hour$ng wih drrn r€lay.
DHX€0:I Dud housang witntt thrn r€lay.
ilIx-l llonibmoddo.
xU-2 Two{il€ dotetrr rnmibr modde.
tIX-tOl Minbtu'3lr,lotilorlibdd€.
CIX-2 Cotbol Module.
AGX-|O!L Manual Firs Aatm Staim, dt€ssau3.
lS(>X bdabr llodub-
XP Sefu! Transpon<b.
GONDTTIBII
.LOW PNOHIF DEYICE3
CPX-751 L*gofle imizalim detEtr
SDX-751 Lon-pofibphobd€ctricd€l3&r.
LPX-751 Lo*pdb las€r photo dotector-
lPx-751 loratdleMvancsdltuni-S€n$rdebcbr.
B;ZLRB Lo*gofi|€ mlay bas.
B,2:248I lsolabf base fur lowLprdb debcbrs.
BTIOLP Low Mh base. Standard U-S. Styb.
GOilPATIBIE DEYICES, n3.tfag Fcrf
nd Descripfro (sGo c.rrlog str..6,
AGS S.ri.. R€mote S€rial Anrxmciatorrcontd sys-
tqns.
LGII'.8O Rernols LCD disCay.
LDX S.rb. Reme cusEn graCic dtiYs modd€s.
Afl{R Remob rBl'ey mod|J6. 8 FonnC relays.
t{lB€6 t{etwork Int€rfa€ Boad.
RPT-a85 Scder R€pebr, isolabr and/a fiber optic rm-
ddn-
UDACT UnlvoFal Digital Aam Cor|fnunicabr
TrarEmittEr.
UzC-256 Zono Coder. up b 256 pmgrammaHe
codc.
68
99
14
Iodcl
PRl{4
vs{ttgsrs:l
cRrn
ilAn-23zt
}IAFZPF
D.rcripaaon
80 column prinbr.
Print€r,40 6lurm, 24 V. Moltntod in dtor-
naf bad6or( (Otd€r tton t{oltan, ,t?c.).
Vrdo disglay bminal-
Wir€ p€€i-tcp€er OTI.FIRC.XET
nstrf,ork interiaae modul€ (see separalt
cafarog srre€{r.
Fiber peer-tofeer XOll. FlBE.faCf
nelro.k inbrfaas module (see sparale
cafta@ sDeef).
DN562 - P$gof rO
FRODUCT flllE lilFoRtltlox
n*t Defc,?'lo,'
BE-loo Basic Equipment pe*eg€ br an AFP-{U) in a CAB-3
catinet Indud6: CPU-4(n wih k€ypad, 8o{*|aracigr
display, MPS-4{D porr€r stpply, ard aI n€cossary cables
and doc|rmd Elin.
BE{|!OAA Badc E$ipnent ped€ge foran AFP-I{D when rulnbd
;n . Can AA (cabinet adet€d s€pantety). lndod€s CPU-
4U) and an MP$4mRB pofl€r sqCY.
GAB-X3 Sorier Th€ AFP{D uflizes M)TIHER CAB.)€ Se.ies catinsts
(see separale calbrog srleet).
CAEI{0OA/I' Mini cat ind ftr AFP-|(n. Supports mo opton card.
4XIil Aug-in Transmitt€r ito&l€- Pnoridss mlnidpal bot( & rB-
rnots statidr omn€dim.
P$lzl2o Bafrery. 12 wlt, 12.0 AH (two mquircd).
PS-iZ25O Bat6ry, 12 dq 25.0 AH (txo E$ir€d).
PS-l2Gm Babry 12 volt, 60 AH (use 2 wi0t 88.55).
BB{5 Batbry Bot (mqui€d ftr@AH}
YrrlFile{Oll Progremming kit for FC. Indudos did€U3, cabb, and
instn dions-
OOt* ofiiotrs !s ,l8bd fii prldorc sec{dotrs.
P.oc lo d 10 - Dl+5462
Ocdot 24. 1917
UDACT
Universol Digilol Alorm
Communicotor lrqnsmitler
S€dbn: Anruncbta Co.ttol Sy6bfls
I)-t6{t
@xorrE1FR
oEilERtf
Th€ Uni\r€rsal Digital Alarm Communicator Transmitter
(UDACT) is d€sign€d ftr usq m tn i,lOTlFlER AM2020,
AFPi010, AFP-4OO, AFP-3(X), AFP-2{D, Syst€m sU)Oand
Sysbrn 5m Fir€ Aarm conbol pands In addilion, it is
also dosign€d br us. on th€ Intdlbont l{etwDrft Annuncia-
tor 0NA), softral€ r€lee$ 2.8 or high€r- Wh€n us€d in
conjunciion with lhe lN\ dr€ UDACT can report lhe staus
of alldrrd pan€ls on l|OTI.FlRE.llElu. Th€ UDACT
bansr|*ts sysb.n stabs b UL lisled C€nfal Stalirn Re
€ivss via lh€ puuic suitdrod bl€phd|€ nst,ork
The UDACT b ccnpeci in dzs and rnay be rn'|led €rdsr-
nally in a s€parab cat inet ElA485 annunciabf cdnmu-
nicalions bus and rcguhbd 24 volt conne<iions are r+
quiEd.
The UDACT is capablo of fansEiting th€ statls of sofr-
wara zon€s (Aterm and Trouble), Syst€m Trcuble, Pan€l
Ofi-Normal, SupaMsory, B€ll Tmubl€, Lff Batt .y, and
AC Fail. Wh€n us€d wi|h th€ AFP-Zn, |h€ UDACT t|ans-
mib up to 89 zon€s; with t|€ Systm flD, ell 16 zon€s;
and with th6 Systam emo, all 12O zon€s. \lYhen used wilh
il|g AFP{00, tr€ UDACT is capatle d rcporlirp up b 567
points; wi0r the AFP€m. up b 375 pcrants. R€porling may
b€ in the fonn of sonrmre zones (Sg dus 16 spodal). pand
cirt|db 'l{, pand ouFn rnodubs 1€4, and 192 pdnts
per SLG loop (th€ frst 96 dobcbr and 96 rnoduls aG
drs€s).
l rh€n lh€ UDACT 'rs us€d with ths Alr202O c AFP1O1O, it
is capabb of leporling W b 2,(XO pdnls. R€porling may
be in the fuim of softrao zones (up b 240) or 60 zon€s
plus up to 'l 9&) int€lligont pdnts. The f rst 568 points hans
mitt€d may b€ programmod bra variety dtyp€s, induding
fir€, watofifl, sup€rvisory, 6!c. R€maining pdnts bans-
mittod aro for fir€ alam mly.
',OtE'
Ooscrlotin s 1€g,etdir7€ g*n carcltn,rrstedaDoE,
are ,brrEaeiv€rs |rfibrr r@iyt in Adcrr'fg. co,n8,ct il, br-
m.t See ciarlry| Ne 2bra npfiibre rB€nre's.
FEAIUIE3
. Dual phane lines.. Dual tdaphmo ILr€ vdteg€ d€bct. Surfa€ frount Tedrnoaogy.. Comp€ct in saze: 6.75'x425'.. Builtir programmff.. Built-in 4draracner r€d 7-s€gmsnf LED display.. Manual Test R€port frnclion.. Manual TransmiaEioo Cl€er funciion.. lrilounts in e s€pamta €ndo$rn (ABS-8R or UBS-I ).. Cornmunicat€s vital systom statls indudng:
- Ind€p€nd€nt zm€ fie abrn.
- Irxtop€nd€nt zdl€ nor}fire dam.
A
- lndop€rd€nt zone louuo.
- Ind€p€nd€nt zmo $Dsrrisory.
ItrrAct
- AC (mains) Porsr Loss (programmaHe).
- Low Battery and Eatth Faull
- SysHft Ofr-t{omal.
- 12 or 24 hour bst signal.
- Abrsmal T€st Signal p€r new UL ]€(llil€ n€nts.
- ElA485 Communlrlion Bus Fdlul€.. Arnuncialftrr of UDACT TuSles indditg: lGs cf phon€
lin€s, cornmr.nbalion failut€ uith oith€rc€nbal Stetion,
btal snmmicalions faihlr€.. Tmuble*rmt Modedrvdts lcypad b DTMF hrchpd.. lndivilud LEDs fu' Porffi, EIA-485 Lc, Manual Tosl,
Kissd, Comn Fdl, Pdmary Une Seize. S€cmdary Line
Seize and Mod€.n Coanmunicatds.. Opsn Coil€dor r€aaydriyrforToad Co.nlru1*:atil|s Fa+'
u.s tr UDACT uouble.. Real-.lims dodt.. E (bnsiw bani€nt p]ot€dim.
. Simde EIA-485 inbrface to ho€* pan€|.
aoEl|cY ustillos AllD aPPnoYArS
Sesabo|efufigtEegp'ritsadtfr ,rttte,a hssrreoaseg ed*l
flt&k nal rrt}€ Hd by E'.f*n WotdqE tcps, rrisitgrney
Dehpro@ss Cdls{,bcbtyfuedlsfpdeta
@@s635 CS100
FCC vor.vrl
M'GI'SA-
z)723dL€
MEA
328€4€
\Z
170|A4AY
[$h Ademco 685 mly)
^^,i.^-i- INDUSTRY
Sfiil"FiE cAilADA
Ma.shal 2i326030A
73flHD28:tZl
i*nm
ffim
O!.- E-o'
l@f-iF]fim€l
tlltr1trltilElEltdEltrlElEEttrltrltrlEtrltrltrlEl
Thb dcrtst b nd hFdod b b3 !r$d ftr illaEabain Frpa. lY3 ty b l€.p qr
Fddirfurdin rp.berd Er.b. UrB c.rd ffi st lp€Gft |lplcalixrs a
r ripraa rl rqimriis. Al {&lI|3 rD srbid b cnrfp |l'uf nofi:. FormG oflidon, co.|u Xortt Plup: (lXl) 484-7161 FAX (&) a€+7'l1E
.4\
Gr) IioflFf IR- tz oitlontile Ro.d, No rtu. conndiod ffi/rz2
rso{xl4
ErgiFdi! ad l|anuffirif,
A|aftSlEErCirub|fmelinalsffi EO.gPl
Dt{{$?-F.ge1.a6
txtilr]urlox
when usod wilh t|€ AFP-an, O|€ UDACT mounts in lh€
AB9.8R or UBS-I bad6ox- lM|€n used with the SystEfil
5m, |h€ UDACT can mornt in tn CAB€m far bad( (not-
maly NIB€6) poc*tin.
\tvh€n us€d yrith th€ Systsrn 5(m, |h€ UOACT can mount
in any far bad( (fiont module with er@nder allolv€d) pGi-
tiol| of th€ CHS-4 ofiGds.
lYhen used wit| the AM2020, AFPlOlo, AFP{(x), or AFP-
3(x), t|e UDACT mounts an a CFIS-{ or CtlS-4L tnodul€
position.
In all ces€s, lh€ UDACT can tnqr|t t€|rDtEly (up b 6,qX)
ft-) in an AB98R or UBS-I bad(bo(
fOlE: Due {b
5@poctttd, b t{OT rldrrnp,d^
cottuilrGlnox Fortrt3
. 3+1 Standard . 4+1 Sterddd . 4+2 Standard
. 4+1 end 4+2 Ad€mco Exp.G . Ad€mco Contact lD
N)lE Adano co'drct D m,E b d bt ardeea,f*'rt zup
rwo/.nry.
REQUIRED SOFIWATE
AFP-ZD Engli$ EPROr/f = 75{19(ahit|e)
AFP-an Spanhft EPROilf = 7!1618 (or higlrar)
AFP-An F]€ndr EPROil'= 73617 (or high€r)
AFP-|{n EPROII' = *AFP4R2O (or Hgh€r)
Sn 5{n EPROif = 7i511 (or highe)
Systa.n 5(m EPROM'=7:t610-!qhqh) , FonEtfAMZ)zlyAFPlolO' = Release 6.6 (or hightr)
A|=P€(XYAFP-C0O = ALL
?lt*nlfy, rrte UO{,CT E td N dAC.
Fal My (pr l',git rrFPA ffi) |'|gl
used n r lt o /lA Se.bc A/'',,ff€', AW tu*er
Stdy, o'ttl€XPnryfd.r.
TTDE NODE ]GIilUNE
(Adon7fp mt D tunt'f or't'fl Us Type
Mode b i&nlify r€pdts to C€nfal Stelbn
as:
oRDERTXS rl|rornlflot
UDACT uni\rwselDigitdAbmcommut*:abrTrans-
mitbr. hdud€s op€raliq insfuclidts' pro-
gramming insEudidls ild mounting hatd-
wan€-
ICBL-? DACT photl€ @d, s€\r€tl fod lmg (tto tF
quired).
ABS{R M€tal anclosur€ for extemally mounting
UDACT up to 6,000 ft. ftom host FACP-
UB$'t iletal €ndosur€. Indudes vi€witlg windffY
and oplional tday m nling capattility.
IR-lOlrG SPDT Fomtc day. @.itacts rebd for lOA
@ 115 VAC. Cottrl€cis b opotr cdl€obr re
ley ddv€r.
tR-2olrc DPDT Tm Fcm€ days. Cmtacts rabd
ior lOA @ '115 V C. Com€cts b op€n cof
l€cior |€lay diYs.
FBIt-l F€rrib boad kil Uso ftr temote nx[nting
ot'ft.
E]ECITIGIf SPECIEGTTIOI|3
Standbt cutrut 40 mA
Currcnl rhlh conmunlcr0tE: 75 mA
Xarimm cu]trnt x||lL comm|rricdt|e .td rifft oFl
collectorilFil acifuahd: 1m mA-
Yo|laOC: Reguhted 2tl vdts. Rrnge: 212 b 282 \mlts.
ri r ip)
BT'g
(q
b15r ILtloo
bItr lficlr E r-o crn [th3(q
I
rrUrT
. Fi.€ Alam. Supewisory. Pull Statil:n. Fbat tlobcF. Wabrnort. Duci Dstffilr. Flame Sonsc. Smoke Zme
. Burglary. 24 hour l,lon€urglary. High Ternp€f,drt€. l-ow Tsnprafur€. Lorfl Wat€r Pressrl€. Lowwabr Le\d. Ptm Falum
ttwT
srotrltr in UAgt
fl,(4
(s)
(f)
(c
(6)
f4(r,
pf
W GAH Lhe Gtd ulth R?r.1.{d soirtrt!.
vvr0r gxt2 Lho Cad Rw gX}5 solhuae orgxtrl Lim Csd rilh g16A sdrm'3.
Rev- 4.0 sofrwac.
FBI CP,AOFB R€c-li Um Gsd wllfi Rev 2.6 3oftH€ and e mo|nqy crd wffl
R.v 3.8 softrm|e.
llodd 65m ui0r R3t dn EoftmR
Mdd6mo u h RGv a}l sofim|!.
With Rav B contol cad d Rov l,rt afirrare and RsY C lrF card at R.v 1.5 sdr€|€.
tld 2 only.
vdEin l.dl softisr!.
PnrzofS-DN.l67
Whrf b-Confncl l.D.P
Most digital r€c€ivirfg fomats Uansmit simde ifibnr|alion about th€ s{atns of th€ sitB, i.e., alarm. tottle, $p€ryFory,
batt€ry fail, eb. Contact l.D. is a hansnisi{rn fonnat enabling bansmission of alam and houble cordilittts dl a t i-ldnt
bads- Th1e6 grurpe of information ar€ transrnitled b the c€nual statbn: a four{igit accorrnt code, a gluD nrrmb€r (0O
to S). and th€ d€vhs or zone number (0fi)€9). Edt of |hce ftraa infumalft:n gorps b gogfarmabb. B€cause of
lh€ virtrdly unlimated rnl|nbr d cdnttnalirns, th€ nurrber d q|stems, pdnts andror zon6 fansdtbd is boundl€ss.
LOGTI. ANEI TEIUOR|( APPfIGTTTOX
The iIOTIFIER UDACT (thi\r€rsal Digital Aarm Communicabr Transrnitbr) provkles th€ rn€em b crsate a pomrful,
lorfl co6t local arca netrodr solulion fur rry appticalim inwlving munid€ facilitos spr€ad ovu a srnall g€ogrephh at€a,
sudrsaodlogocampu&
CompatiHe NOTIFIER fi]a Gonr,ol pands (Sysl6rn 50O, Slst€m 5m0, AFP-AX), nfp-gn, eFP<o, AFP1O10, AM2(nO),
NOTIFIER UDACTS, standad puuic ilid|€d Hophan notuork, and I lovFco€t diital ,€6iver corltrino b solv€ uhat
has in lh€ past b€€n impoesible b do wilhout incuning hbh costs.
Ih€ UDACT, r,uf|6 r us6d in lh€ cd ad LD. furmat bansmib d€raibd system status yia th€ standad p.iHic siwid|ad
tel€phon€ nohflqft to e digital r€c.iv€r. The td€phmo n€hmrk becomes tp 'netvyork gataraf torn h€ FACP b ft€
digilal rocdv€r and b an oglidlal Unill|€l anooibr.
h lho exand6 showr on the attached page. s€parab phcre lin6 withh €ach fadlity ti€ ind€pe.|dd|tly b t|e TDACT
ad modgn. For errple:Auadhg Xo.FACP TYD.aob[Acctco|b G|o|DIo.Itorlo.&.r.RnI.
A Ale(no oml oo (I)001 bms9
o(I)1 ol or omb 01 s9
0(x)1 02 (!lomb(x|(xo
B AFPTUO 002 03 (B 00t b(E s
G AFP-AN 0m3 04 04 001 b 04 089
D stEbm 5lD0 (xn4 05 (E (x)l b 05 120
E SFbmgl0 (xn5 06 06 00t b(E ()16
|n ffs rype of drfiguratm, the maximum number of zones4xints b b€ r€pdted is 10O,mO.
Applicalirs indude hoqttah cdlogo crnprrsG. shopfing malb, prisons, aiQods, gruiped gorr€tiln€ntfrffi€s, pourf
dants, lalg€ coflrmddd facfili€s and mudt rnds-
h addilirr, the drd pands may be n€tworl€d udng IOfl.FlRE.f,ETrr (see D rca4r. In lhl3 ccfrguralion, a
singb UDACT can b6 us€d b r€port tx|p b 20tl0 s€parab pdnls end pan€l siatts€s.
WIDE AREA ]IEIWONT ADP]IGITIOf,
lmagin€ an applbalirn whicfi requir€s lhe sf,afus of a fir€ systam b bo d€ady vitibl€ lbr e$rcprists r€sponseracibn, yet
th6 monibr€d facifity is locat€d ttntsnds of nfl?6 cw.y rmfi, fic tnq/rtfe,ring cenhr. Th€s€ 4Cbalions hare in ItF
past b66n out of r€acfi usirg €xisting t€cilnology, but loday rr! possnbb wdltt fln NOTIF/ER WAN.
Th€ NOTFIER UDACT prwfut€s the meam to crEb a unhuo, fl€role, low cosl. wilte ate notwqk solulion fur any
apflir:atii:n involving mulliple facililies distance by a lars€ geographic ars, $dr as facilaliG locabd in vaddts stebs
spr€ad acrG lhe conlindrtal ljrftad Silabs.
NOnFIER WANS a'3 crBabd by using corpaliu€ NOTIFIER tre srtd pan€ls (Systen 5(x), Wn smo, AFP-Zn,
AFP-3d), AFP-{{n, AFPIOIO end Aileozo), a NOTIFIER UDACT, the srandad public switded H€phd|€ trdrf,dft and
a lou€stdigital.€€iy€r- R€porling lh€ gd|cd sysHn s0ahls a the spm'fic status of any monib€d poitt in try fuiW
to on€ central localiq| i8 mad€ simdo. Confdfing t|e sFi3rm h thb coflfgiralbn b ds mede imdo by uflizi4 Ul6
NOTIFER Unil,let, wlich b n€rrrdt snpaliuo.
separab phm€ lin€s wi0in eacfi fedlity ti€ indepenOanty b the UDACT and rpdem. ForIn th€ oxamde sfiowr,
e)€mde:Brddhe Io.FACP TYF.aolgl Acct co&qolD1|o.t .!ic.Uon. Ranea
A a,lz(no o(n'l 00 (I) 001 b(x) s0
qDl 01 or (xDb0l s9
fiD1 02 (nomb02 040
B AFPIOO un2 03 (B 001 bGl 36
c AFP-AN (xu!04 04 q)t b04 Gs
D ssbmSmo (xIX 05 05 001 b 0s 120
E sFbmflI)qxls (E 06 001 b06 016
In lhis typ€ d srfiguration, he mxinu,rn nunser of zmestpcints b bo r€pdtod is lm,mo atd th6 numbe d rnonF
torsd facililios is 99. Bofi lhe nunt€r d pdlts and the number d fiacilitbs b be msribred incrme vrh€n a fuu.{agit
account nurs€r Lr applied (es wi0r conwnlional Centrd Statiar facility *ignrn€nts) as $€ll b €reatd the nehFld
Multpl€ Fsponse oenters at€ po€riu€, ono mry be t|€ local monibring cilhal stalion fadliv Equi€d by local cod€s/
ordinanc€s. The o0rr monibrir€ station, as an optbn, may be locetsd wher€t€r compaliblo bl€pt|ono nohiotks exist.
Irl{.t61 - Prgs 3dB
ARET ilETWORK
o
lOGAI
Ec
Eg
CL5o
E
oooc
d
BssEFF*
gEs
P{e /t dG - ON{857
ilETWORK USTilO NOTI..JlEfn
o
FIRE
o
ANEA
I
I
I
l(l
I
ts
rErE:oI
I
I
I
I
.tt
rJ:oI
E
=oo.o
og
I
=@
I
I
I
Ir<
lE
.E
=lo
I
I
I
F()
of anul
=J
ulzoIo-
eq+nsE
:FEf;E EFE€E
Dt{.167 - Plcrsd8
,St.ltlo - 9F9e&doo
o
o
o
@xo^Tr,FrER'
July 11, 1S8 E-'l3Xl
FCPs-24(q
24Yoh,6 Amp Remote Fower SuPPh
Soctitn: Pd€r $?P$GrAffibs
@@@ Califomia
State Fire
Marshal
731${X}28:178
,/fiorc-2{orily)
EEilETAf
The NOTIFIER FCPS{tl (120 VAC mod€l) and FCP924E
(220/2iO VAC mod€l) ar€ comp*'L cost-€fiactiv€, 6'€mp
r€rnot€ porcr suppli€s with builtin battory cha,g€r. Th€
FCPS-24(E) may b€ conn€cied b any 12- or 24-volt Fir€
Abrm Confd Pan€l (FACP) o. rnay siend ald|€. Rimary
apdicalbrE indud€ ].lotficalio1 Appliane (b€ll) Cirurit
(NnC) erpamim (to support ADA requir€m€nts) or a,IiF
hry power to support 24{rdt syEHn accossori€s. The
FCPS prwid€srEgr/ra{bda.d,trBted2/tVDC pow€rbfot
l,lolificafidr Apdien€ Cirrib (ts dass A lstyls 4 dtd
two Class B tstyl€ Yl a tour CIG B mly). Atanady, the
four outsuts rmy be mnfigurcd as any contination d re-
settablornoGr€settabl€ potrcr outsuts (oplind fur poffi-
ing 4+im smd(€ d€bciors). Th€ FCPS-z4(E) also co*.
tains a battsy cfiaE€r capdle of charging up b 7.0 A'np
Hour batbries.
FEIilUNES
. R€quir€s input uiggor rcltags of 9.0 - 32 vlrc.. Contair tso, fullyisolat€d inpuycontol circuits {ti!i
g€r€d tom FACP Notificalidr Appliance C}rcrdt [rV C
ex,€ndF'r npdal or jump€t€d pennatsr0y on [stend-
abnemo&l).. Tm Class A (Stylo Z) n Class B (Stlie Y) t'lotificatiotl
Afdiance Ciorits (dttfts I A3)-
. Two addilimal l,lAGs that rnry b€ individually configurcd
tur Cl$ B (Style l') op*efim ordy (circuits 2 & 4).. 6 Amp tull lo€d orjqil (3 amps maJd(L) in lilAc €x-
peilh mod6 (UL 8A{}. 4Arnp mnlinucxrs ilQutin stand-alone mode (UL 1t181).. In stand-aldro mode, oufd pow€r drc ib may ba con-
figurEd as ros€ttable (Fsot line from FACP toquirsd) or
noaH€s€tlaDle-. Fully regtrtaled and ,trfat€d poursr ouqtut (oplimal for
poredng four{ire srnol(e d€bcbrs, annunciebts and
othar systdn pe,iphorals Equiring r€gubtodfilbr€d
po|for).
. Fusdess,pour€r{iribdbdrndogyrn€obn€w ULpof,€r-
limiling l€quit€fisrts, eftdiw ilay 1,1S5.
. l.lomalv dced trortle d eot. Fully supervissd polflsr supply, batbry and ilolificalbn
Apflianco Circuits.. S€leciablo €arft fadt debctbn.. AC borrbb r€portsoleciablefor immedaate,8-r 16'hor
delay.. Optio.tal amrfi€i3rrvEatnet3r.. Worl(s wih yirtually any UL 864 fire alarm contsol whicrl
ublizos an industry€tandad rcrerse@arity mtificafoal
circuit
s6:t5 cs869
(FCPSflmI!)
- -
\./
OY3AOAY
(F@s-24E))
MEA
387€4-E
Fcft-zlmty)
. Soff€nrain€d in co.npsct, lod(au€ catinot (1$ [381
ntrnl hEh x l/1.5' [368 ttml wido r 2.75' tto ffnl d€€p).
- lndude integrd banary cftetg€r capdle of [,|atgitlg tp
to 7.O AH batHbs.. FD(€d, damtr{ypo bnnkrd blod6 aocdnmodab upb 12
AWG(325mmlwit€.
SililDAnD3 snd CODE
The FCP$24 corndies wih the lolorirg standards:
. ilFPA Zl-tgOG Nstional Fil€ Aem Cod€.. uL E6/r$andard furconrol units for Fir€ Aarfli syst€ms
(NAC expnder mode).. UL l4El Porsr Supplies for Fire Alarm Systems
(gda,d-dorE n e).
Ttit dGrEt b rd hErdql b bo u$d k iddEix| F|!G. $f ty b l6e q|'
Dmdd hfrndbr |+bC rd er*. irro c.rd ffi a lfffi TFElls 6
f|f+.b rl ilqrilgt:fl Al +eli-c|s rs lubid b dlrrF rlEf ldir h.
rur atffiixr cst.d llOlFEn nm: (zxl) /|a1-7161 FA,C (2oll),1E4-711E
?=\(00I|oflFf ER- 12 o-b'virl Ro.4 ofitud. conn dbt 06.72
tso€00t
EngiHhg and l&nrtr|]if
Arrry Sfcfr Orild bh||cird$radEOqtrt
tt{-slg! - hg. r d3
sPECtF|Grttoltt
Primery (Acl Porr. FCPS-24: 120 VAC 50160 Fk, 2.O A max.. FCP924E: 220124() VAC 5060 Ffa 1.0 A max.. Wir€ saz€: minimrm #14 AWG w h 6mV insulation.
Co.|trol lnp||t Circ|rlt. Trigger Input Voltag€: 9.O b 32 VDC.. TdggorCun€nt 2.0 mA (16 - 32 V).
(p6 input)1.0 mA (9 - 16 V).
Troubb Cotec,t Rding
.5arpset24VIrc-
Ar|rllh.y Pour? Odpul. Sp€dnc Appt[calion Pow - /t5 mA Short CInuit
OnFrtCilcuilr. +24 VDC (19.1 - 26.4) filH€d, r€gulabd.. 3.O amps madmm for any m6 cirsliL. 4.0 amps maximrn lotal cs inuous cl|ns for all out-
puts (Stand-alone mod€).. G.Oflnps maximwn btal sfiat+rn crl]tstfurdlo|rqrts
(tlAC E)eandtr mode).
Secondary Power (Bftry) Chetging Circuit
. Supports l€ed-acil batbri€s mly.. Float Chrg€ Voltagp: 27.6V.. Maximum Chargs Q'Ient 250 mA. Maximum BatFy Gapecity: 7.O AH.
tERttN l
DESlOtrnoxS
tD tR xsrcreRp
ORDEHilE IilFORnlTIOX
FCPS-2a Remoto d€rg€r porFf supply (120 VAC).
Indtrd6 meh Finfsd carcuat bosd,
banshnmls, $,fa@-mqrnt bad(bo(, dd
installaliofi instruciiqE.
FCPS.2IE Rdnffi cfiaq€r pom. $pply (241'240
VAC). lndudes rmin prinbd ciroilit board,
hansbrmers, surtace{nount bad6ox, and
anstdblim irshdions.
PIc2oag - DN.ltl3a
flobs:
I ) Cut JPI to us€ a UL listed €xt€rflal
battery cfiarg€r.
2l Cut R13/f b d€lay AC loss r€poft-
ing tur8 hours (2,f+orr sdby), ff
cut R134 ar|d R76 b ddey AC lc
r€poflilrg 16 hours (6(}hqir dafitby).
3) OIt R175 to meke ou$n #2 non-
r€settaue in stand-€lon€ mod€.
rq Cut R178to make qiqft#4 ndF
rcsettabb h stand'alme nrod€.
fi 'tconou rr, rr [D'D reCA
OUT+rTuEffi
OUT.
Tlu.tt!Cd|E
f;'rco,*atat,p,D'rrrret
Ardlry (l&|r f+24 VDq, lOdA ,'r[')
Oqrt|gt
,EH
124 vDC €nffi-line r€*ay fio. mmibring
fuuHir€ srnd(€ d€l€cior powsr.
Banory, 12 vdt 7.O f$ (m reqird).
Optii:nal anmeferAmltneter. lilqmls in
FCPS bacldox.
oo
fi
I
F
Fsao
a
r3
dl
F=!l!tt
IfEEEEE
IEFsgF
1fi
o
477-7168
PS-t2f0
TPH
t'
s
g
:g
2
s
E6
i
E
3
KIt-g
;
E
'o
a'
(a
D6
5
$
t6
6'
e
E6
s
+
5
E'
sg
I
B6
9'rl.!#;
5
-
Rl75
,H#
TBII
Frtt
+++
scs
€F=€ B.Lfy ftJ.. 10,4 3 G dor., Udr
APPUGTflOX EXTTPITS
Example 1.0: Expand notificatbn appliance porer an additional 6.0 amps. Use up to 4 Class B (Styb Y)
ou$uta or 2 Gbss A (Styfs Z) and 2 Class B (Slty|e Y) outsuts-
Slertcede
HdrE
lbrslncaat*
Sffis
ln this exampl€, th6 FACP notificaton applianae d.orib will aciivab lh€ FCPS when r€v€rsa pdatity ac'tivation
occ|trs. Trodcl€ conditims o.t the FCPS ar€ sensod by lh€ FACP hlqrgh Nolificalidl Appliem€ Orcilit#1-
Example 2.0: Use the FCPS b expand auxiliary regulated 24-volt system power up to 4 amps. Both non-
resettable and rcsettable polrer optbns are a\railable.
ER ao4pdsna$rl-d+xtth
htrr2
Clnt{EstdfnhFll
HOST FACP
/|dcrss#
FCFS
a) Example3'o:Use add.essable contol rrodules to aciivate the FCPS nersus tho FACP Nfficalion
Appliance C)rcuits. This typically allovs for mounting the FCPS at gr€abr distances auay
fom ne feCp vnib expanding system archileclure in various applications'
rDb4x/|csrll||Ged2fusfrdfrrurO'st
outilt 1
OiFr2
oJltrn3
OtBr4
HOSTFACP
Addassatte
- FCFS
In lhis €xamd€, an addr€ssdb|e conbd rnodul€ is t Esd to adivafe t|€ FCPS and an addressable rnfiih tnodule
is us€d b sense FGPS touue conditidts- Local auxiliary porrer orBrt fi,otn |he FCPS ptuvides porte b trs
addrEsSle conbd trpdul€.
HOST FACP
ou$rl-mdE
Otllut2- ililfft"t "t
On$il3-mMr
Odtrill- fiffisEnAaE
R€setau€ ou$lts are cr€atod by sm€ciing the r€ssttable ouFuttro.n the FACP b d|€ (r bolhdthe FCPS inputs.
l,lor}rese'ttatt€ ou$fis are createO Smpty b}V cuUlrg on boatd re.dsbs. For addles*le panel applicaftms' uso
a rnonibr module to sensa t|€ trouble status ot th€ FCPS via $€ fouuo rday contacts.
Dil5t32 - l,.se 3 d3
fihy 1/f, 1S8
PS Series Botteries
Socflon: Pq|€r Sup0f,6
E-Zn
@xorrFrFR
OEl|ENAT
Pover-Sonic PS Sedes batt€riss pro\rid€ s€condary pomr br the
whole safi€s of NOTIFIER fire ala.m con[ol pan€ls.
FETIUIE3
. Provido socondary pow€r for sl[d pands.
. Ge$€d €l€cfolyts.
. S€elod and mintenanoedse-
. o\r€nfiarge prfrdod.
. Extendsd *df lih.
. Easy handling with l€d(pr@f constudim.
. Rugg€dy consfuciod, hilh-impad ABS plaslic cas6.
. l-ong seriae lib-
; Compaci de*ln.
GIPACl T
Batt€ry capao'ty, €)ergssed in amp6rFhou6 (AH), is th€ ptoducf of
e dis{fiarge drnent and th€ length of time that lh€ cr.ur€nt is drs
cfia€€d. Betteries aro ret€d according b ihel p€rfunmnce dudttg
2() hours d disctE go at a constant c rant
The rat€d capacity of a batt€ry is d€termin€d by $tioc'ling it b a
constant dischaeo cur€nt for 20 hours at 68'F (20'C). Affsr 20
hours lh€ vdtago acrc lhe tsminals is r€asr€d. Tho disd|agg
cun€nt whk$ causes a r€ding of 1.72 volts per cell (5-16 V sr a 6
V batt€ry and 10.32 V ar a 12 v batt6ry) is call€d the ral6d oun€nl
This cun€nt mullidiod by 20 is th€ ralad capacity of |h€ betf€ry-
tppuorno1|3
Us€ th6 PS S€ri€s b€tt€riss to prwid€ bad(up power fur cdrtd
panels. Sd€cr ban€d€s bas€d on olnsr Equir€m€r s fur your
systffi ad U|e capadty of its cfterge. These batt€?i€s can be us€d
ow a t€rnp€rahlrc mrBe of -76"F b +140"F (fl'C b +60"C).
GOXSInUCTTOX
The seal€d srsbuclidr of the Powsr-So.*c battory alows tsouue
ftoe, safu op€ralim in any pcilidr. Thd€ is no n€€d b add d€G
Uolyto, as gas€s g€n€rated dudng o\r€nha|g6 a]€ r€comun€d in a
unique 'O<ygen C)de.' Th€ bau€ry is s€aled, leakgmf, and min
tsnanco*ee. Th€ cass is mad€ of ARS, a hishimpact plastic r€sil
(acrtonifilo butadidr€ stfn€ copolt m€.) with high rssistanco b
cfiemicds and f,dnm*ility.
tlttt fttttox
Al pan€ls hav6 spa@ .€scved fo. batte.bs. S€€ the apgopdab
pan€l installalion manual for battry riz€ lgstidbns. Tyfical int€r-
connectkm diagrars a€ shown in lh€ [bratu]s acmrnpanyhg €actl
6nbd pan€|.
MH14ir28 G)
Ioa.l ?3-!i! a Volt t.! Atl
Pcrar-8onlc corPoaalioi
.l' ttePS-,6358e;ftty
nis rb.|flEi b Dol i rdsd lo be uld h. iddlbo p.rps. It ! ty b kle (rr'
proddhbmdiq| rD.&brd -crr|b. lt o crd@E J lpcilb T0Eix! q
flfdp€b d rqit :13. Atr spffiaE ac srbirt b dtrtgp $trtotr rdice Fo.
lmE irftttfl.liro, cqlu IOTFER PfuD: (Zl3) 48a-7 t61 F li: @3) .184-71 18
XOTIFIaR' 12 ctirgryir. Ro.d, No rft.d, connsction o6/Y2
lso€001
E4indq ati fhnhrfi{
Arry Stsbr C!frrd b
lnu||diolElSdsd FO{ql|
[x{-1109 - Flgs 1d3
nere-1212hw1
TOPVIEW
MODEL PS.I27O
12 \ro(T 7.0 an l€t.R
l€tct{T I BELOII
3.ru r 0.(n irdrc.
tgt 12 rm)
IC|GHT 2 EELOW
aS i O.lP hchlE($r2tnrD
S'DE
VIEW
Tl.
ll
BB-17: Optunal BaIbry tuCkbx L'
1$18?Wx8-l4'Hr+3r4'D
(mm: 368.3 w x 2G).55 H x 120.65 D)
For ]€rnol€ mo.Inting of two l2-volt
P9l2l80 batb.bs.
-)
+
g a096
!a
e mr6
!C\
,5 10x
t o.o
g'-'
5uot ..,
't(x)%
l|r 2f f ,lf flr
Td"eratre (D6g.GC.)
f-%,-,l?ffi'--t ffi
B&$: @timalBatbryAacftDox \
S6e CHe12O catabg sft€6r fo. d€tals. Z
ETGTTEERIilE SPEGTFICAilOX3
The filg contol paml shall b€ €quippod wi0r s€condary potfl€r p.ovid€d by gpll€d-€l€ctolyte betEiar. Tho bafreti€s
shall bo maint€nance-froe and shafl be capabl€ d pdfl€ring th6 systorn in a mannr and fu. a lenglh of titn€ d€tsrmin€d
by the gon€rning r€gulalions and lhe aulhority hsving ludsdkiion.
12IIt6
8*
SDEL
lloc*nl
Voltrg.v
dr|i|l
Ceeeclfc
20 hc lab
AJ{.
Dlrdnrgc
Grnnto
20 h. rrl
|rn
ffiNSrtls
W5ilr DeDm H.tm Heiglttffit nrid w.ight
-L IITL h rnl h.mfl fr.ll|l b.hg"
PS{05 6 9.5 475 4^108 2.75 rc 5.t{14',1 554 141 4.9 22
Pls-tz2 12 4.0 zx)3.54 c)276 70 3.S 101 4.13 105 3A 1.7
PS.l270 12 7.O 3At 594 151 2s6 65 3.m 9.1 3.S s 5.7 26
PS-t2120 12 12 cn 59'l 151 346 $3.70 9.1 3.S $&8 4.0
PS-l21||l 12 18 875 7.13 181 2.99 76 6.57 16-t 6s7 167 124 58
PS-l2t50 12 25 1im 6.89 175 6.!f 166 4n 1%19 1E 18.7 8.5
PS-12Gm 12 60 g)m 1025 260 aGo 168 8.20 2(n 9.45 24 39.7 18.0
PIS-i2 m 12 100 5om 12Il0 :I15 6.60 168 6-at af,9.45 24)65.7 29.8
Characterisfrc Dbclnrge Gunns
\\
\\!-s.c-
o f,aa-rc
t
3C -r-n tc
r 2 3 5 r0 20gl @ 2 3 5 10 20 gl
tnn----*l
Efrec{ d Tenpaftrrc on CapcJty
05co.1c
o25Co5ctc
2C
,
7
+
2 --E =r.
K
h€2q43 - Ol+tl(D
Oid|dlclrnc e 2rC GfF)
095 {lr -t(r (r
o
90%
g
fl 80%
c
-c T0olo
o
oE 60%a(t
I50%6o
40%
I g 12.0v
6
9 t.ov
EEE lo.ovE
P
9.0v
P3- I 2 I OOO RECIIAIOEABLE lllTEIlIr
lPPUGrrtorE lxD cHAnolllc
GYCLE APPUCAnO S: Umit inilial airrant to 20A Chargo unlil battery voilag€ (undsr cfiatg'6) r€adl€s 14-40 b 14.70
\olts at 6S"F (20"C). l-lold at 14.,40 b 14.70 volts untl crin€nt drops lo app.oxitnarory 1(x)O mA Babry is tu[y chatg€d
und€r th€ss condilions, and clrarg€r should sith€r bo disconn€cbd d sriu€d b 'noaf vcrtag€.
"FLOAT" OR'STAilDAY'SER[,|CE: Hold ban€ry acrc cmstant voltag€ sou]lo (r 13-50 b 13.80 wlts oonlinu'
oudy. Wh€n h€ld at this volbg€, tho batt€ry will seak its own dJr€nt 1€lr€l and maintain itedf in a fully cfiaqpd pqilidt.
NOTE: Dn to the ssrfdischarge ciaraderisfics of this type of baftery, it 'ts inpentive that t E baftory be clrdrged afler
sir lb ni4e ,nonlDs of sforagp, othe/,uisF ,f,,tmartant toss of cqpaciry might /E,s///t ftdn sulbtbn.
1m%
o246810 12 14 16 1824
Stardlr€ Pedod (Months)
P$r21Un
Shelf-Life
0%
14.0V
13.0v
8.0v
and Stor?ge
P&l21Un
12 L1 6 12 24 36481 2 | 6 8.|0 20 1l)
N\I
\
il Cr,argir,grNOf
I neessary &lcss
I r(x)X of capodty
I bmCuied.\\
\\
5"C
61"F)
t
\
I O,arghg b"torc
I rJsabncsery
I to hdp rccover
y tux caeedty.\
\I
\
Cftarge may
Eilb'rS.€
fui capa.ity.
DO NOT
k[ barbd5
|€adr t|b staie.
4b"C
(194"F)
io'c
(q6"F)
zd"c
(68"F)
ttttttrl
AmbientTemperdrre 20
| | | | I I tl
I
"c (68"F)
I
\\
\k.-"b^
t t/504
Find
\bttage V
DOA
liniilllT 2
Discharge
Gharacterisfics
DischaryeTirre
Dtt-l log - PrOo3 d3
H-113
sDx-75rNOTIFIEffF'RE SYSTE*ISA DITIIVAY GCIrIHN'II
low-Prorft le Intelll genr
Plug-in Smoke Derecfor:
Sectbn: Int€IgpnuAddl6abb Daric6
OEilErl]
The l,lOTlFlER SDX-751 (pheland CPx-751 (im) ae aF
log, addrcesaH€, lo*pdkr (height measurcs orily 1.667
42.164 mm) smok€ d€t€cioG d€s'rgn€d for t|€ AfJi2@O,
AFPIOIO, AFP{00, AFF3(I), AFF2(D, ard qfsnm smO
(wtrm equipp€d with an AllU-2m nodule)-
Because th€ SDX-751 end CPX-751 ar€ addrossaHe, the
confd pan€l can povid€ fir€ fight€rs wiur a finpcint d€scriP-
tion of wh€rc t|€ fir€ is locabd. The SDX-751 and CPX-751
ar6 dso analog d€vic6. Th6 contrd penel is capado d nd
ofly kniling th6 detgdds lGtim but e)€cfy lEw rr|dl
snd(e is h lhE charbt of lhe detedr. Th€ d€nedr may
be sd for difis€||l ssrsitiyity sdings app.opri# to lh€ et
vio('nd|t of ils locatir.
Anabg d€vic€s cmlinualy s€nd ds.rtalim vaht€s b tha
cdrfd pand. Th€so vdu€s rtay b€ gEths€d so 6 b alou,
lh6 conft pan€l to d€t€rr$ne if a d€tedor has mxnubbd
an e)(oessive anxxlnt of dirt a dust A 'rlaintomnco' tF
quir€d indicatim allorys lh€ anstall* b d€n lhe ffidc b
t€ctor b€foG an unmnt€d fab6 slarm occurs.
Ihs CPX-751 Int€llig€nt lonizalidl Sensor insporate a
unhue drElesol'ce chamb* d€dgn b re+ond quildy dnd
d€p€ndauy b a b.od rat€e of fi6.
Th€ SDX-751 InHlig€nt Phobdectric S€nsds unhtF odF
cal s€ndng cfiant€r is d€dgnod wi|h sug€fis dgnal ro rxrile
rato. Th€ odical drambar is engire€r€d b s€nse lhe p|€g
ence of srnd<e p|odrcod by a wirB rarge cf cotttbuslim
s{x|lD6-
FEIilUNEg
. Sleeh lourgofil€ d6dgn (h€bht ody 1.66'142.'l E{ mm).
. Cdffnon basefor bot| phob and ion d€b&fs.
. Corpalibb with o.|r|€nt SDx-551 and CPX€51.
. Add€ssau€-amlog srrruricalim.
. StaHe commuricalim b.hrique with ndse itrrilrity.
. Lc||, sriloycrrrg|t
. Rotuydde o1 b$addrcs *iktpc
. Odional rsnote, single4ang LED accGstry (RA{@).
. Dual LED (hign pmvi&s 360" yiili€ atd€.
. Vrdble tEDs t*ink €vsry tirn€ lh€ debcbr is addtssod,
a.d illuminab st€ady on alaim (LED blink is optid|d dl
t|€ AM2020, AFP1010, AFF4{n, AFP-3{D and AP-m).
. Built-an fundional test switch edi\rat€d by sxbmal ]mgF
n€t
. Oplifialtdry, isdabr, a sdlrdtr bas€s.
. Usiod b UL 268.
SPECIDIGATIOTI
$c 1.66. (42.104 rm) high x4.1'(1{X-1l10 rm) da.
Shipping ueight 3.6 e- (104 g).
@@sltls cs:m
(sDx-751A,CPX-751A)
- 3jm,{t1.E (cPr(751,MEA sDx-751, & B71uP)I ' r $27Js1.E (8il1, BwH!
Califonia
Stab Fir€
Marshal
72f2{''i:E:,171
(ct G75t)
Ttn,{'o,nfl2
(st x-751)
aASHt separady isltd,
Contadfadory-
qfiotdSltOJ(EGUArob
UL lisilsd wiot fto SDX-751.
SDX-751 wilhB7l0l-Ptu
SDX-751 wi|/lBln1 be
Opeding tetrpcra rrr: 0"c b 49C €fF b 120"F).
UL lili.d yelociv rangc: Dfl: O-15mlFn- PHOnO: O-
4mOtsm.
Relativc humidity: 1$,6 -9316 ndrcordfiing.
EIEdTRIC4I SPEC'FrcA7PM.
Voltago rangp: 15 - 32 volts DC Pek
Standby ornont-,OJf: 2(n FA@24VDC (wihot t cdtr-
mudcaliq|l 3{n $ @ 24 VDC (me orrnr*:alftrn every
5 sdrG wih LED €mtt€d).
Slanoy culrsrt - PrAfU 230 lA @ 24 VDC (witEd
cdrmrmi:alin); 33o tA (} 24 vDC (d|e cdrmt'li:alitl
€Y€ry 5 sdrds uitt LED eiabld).
LED crrcnt (mu,): 6.5 mA @ 2a VDC COfq.
@
o)(5A5.AY
s
I
F
o
I
I
Thb d@.md b ml ilbndd io be u$d to. hCdHiI| F pE lre ty b l(asp qr
trodud inbnrElbn upffi r|d @rsb- we @rEl c.is dl lFdfic apljcdixE q
.nlii*rde s[ r€quiltff|anat All sp€.S.llirE a|r $tid lo d|8ng3 ri0Et ftfica For
mq€ inioflrElbr, wrH IOIFE T PhqE (rll3) 481-7161 FArt (Zrl) /r84-7llE
I lofl Ff E lt' on€ FilLile PtD, Noftft.d, connecrioi 06/t72
lso€(nl
EngiFoling .rd I'bnohdtiE
ArsW Sfllin Ccfrd b
hFfldinEl Sl8ntu 6GCnl
DtH762-hgEld2
aAsEtsAv nA4-e'
B7'IOLR 6-f (157.,18 trm) dbtrFF.
B50l: i{-0' (101.6 rm) dbmetr.
Bflll BH: Sourxbr bc6 ass€rbly. lrdud€s Bttlll base.
$2:l4RB Rclay Be.e: Screw &nninale.' up b 14 AI/VG @.O
nm1. Rarryll'pcr Fann4. RrrnrtgE 2.OA@l 30vt)c
r€sistivo; 0.3 A @ 11O VDC indudtu€t 1.0 A @ il VI)c il}
ducliv6. Drlnrersbnss 6.r (157.i18 rm) x 12' (g).€ mm).
B5:l4Bl lsolaid 8s.r Ofmcnsirm: 62 (157.14 rm) x
1-? (30.4E rnm). n,d,itn,f': 25 deyicos betwr isdabr
bes6.
I]|gtttl flot
Th€ CPX-751 and SDX-751 Cug-in debctas lF€ a s€pa
rato bass to simdit installalim, s€n ioe, and nEintfiancs.
A spsial bd allouus mdnbnence p€rsonnd b dug in ild
rsnow d€isdds witnd usirg a laddc.
i/bunt bas6 on a bo( wtfdr is at |est 1.5- (38.1 nrn) deep.
Suit$l€ mounliu bas bores incfuds:
. 4' (101.6 rm) squa€ boc
. 3-1tT (88.9 rrn) or 4' (1Ol-O mm) G'tagond bo(
. Single{ang bor (excep( rahy trAroffirbaso).
SNOIG OUAND
Cou€r: 16 gaug@ psfonat€d st€€l (3116'14.7625 rrrril dia
perforalims m 1/4't6.3S nml stagger€d stters). 51% opGn.
SDG7rc is r Cr62 rmld€€p by 7 (12.8 mm)wide-
Frarm: U4'x 3ll'(19.(5r l9.05rm) angl€, l4ga,EE sdi,
sl€d.
Afl guards are suf,fu4 $th tt?c follovitrg:
1l Guads fasidr b ru.nung tanE wi0r tlo 10/24 x 31f,
(9.525 .rm) ldrg Alon-lt€d g€1f6- ((nl qparmr+eed
sctBws ard bo, eoorf d oxtn oo6t).
2l Sianddd firirft: 'C@l Ten' bd(€d enarnel-
OP''ONAL
SIrG'773 Smofe G.r.td
onDE[lro rllFortlillox
M DcactF|nDn
cPx.7sl'
sDx-751.
Lorflofif€ intdlirfit tdrri',tun silnr. lfusn
bo mqrnt€d b on€ of fi€ bas€s listed bdoir.
Lor*gone intellgmt prpberc{mdc ss|sa.
ltust b€ rnqmt€d bq|eof th€ b€s lisbd bc
bf,.
EASES:
Bztq-p s-ramao u.s. L*prrqiirerce. EBSOI Slandanl Eutopsan ffslg€les bes6:!
Bf )lBH Sounder bs€, indudes 4501 bese abolre.
B2:llRB ffidfgiltt€hyb6e.
WEAI8I Int€l[gfft isdab bsa. lsdatc SLC lhom l@p
$orts.
AGGESSdEi:
SItG.?73 slnr*e Debdr Aranl. Foruso rih SDX-751
ota.
FllO Reuofit r€dacemilt flat€e for D(€01 ba3€.
RAIOoZ! Rem& LED drrutEidr- 3-32VDC. Fits
U.s. singlo{sng d€cti(:al bq.
ilOIX|nR Dei€cbr s€nsilivity tectbd. Uee with most an-
alog adiital rrullin€Hs. SatisfiG t€qdlgndtt
d NFPA 72 tur s€tdlivity bding.
StKfm s|rrhoe marnliq kit p.o,id€6 fur dlty d su-
fa€ witing cd|d.tit ftr use witrt B50l base
oill.
tol4a{l T€st rnagnd.
t02{B{t0 Tsst magn€t with bl€scop€ slid(
XR.il. Hfftsnovdbd. Alows itstdlalion and/
a t€rDYel cf m Ssbs d*cbh€ds fom
b6e in high ceflitlg instdhlid|s.
xP4 Ext$don po|€b.XR-Z Corns in ttreefvs
fuds6clidls-
W stltu'A- for Wt (lJt-C) qtd dettir'n"-
-SnF/d W BTtdPsdAflX Osses ony
OP'?O'I!AL RE'TR'V L@P
+.
iE
.^.wlllxo Dl omn
ldondsd hsl
^a nouxtlxo DlAetln| (tDo-r7t,
P4.2o,2 - DN47ta
.llt?rlrtlr
FDX-55ISeries
Inrelllgenl Thermol Detectors
Catabg S€clbn: lnb0gct, AddlEbl€ Darlc6
Aprf 12, 1995
@xqFJHtER
CEilERrl.
The FDX-551 Series intelligent thermal detector b used
with the AMZ|2O. AFP10i0, AFP-ZD, and Alttl.200 a&
rranced mulliplex systems b mea$re lheflnal leveb causd
by a fire and report the analog let sl of the theirnal moa-
surement to the control panel.The use of analog inbrma-
tion prwlJes signlficant benefits to the end user, install€r
and sen iceman in ways wtrici are not possiUe with a con-
Entionartype syslem. Since this detector is abo addrs6.
sablq it will help firemen to more quiJ<ly locale a fire dur-
ing its early stagps.
FEATURE. Dual Thermbtors.
. Rateof-Rbe model (FDX-551R), l5"F (9.4"C) p€r mirub
. Faclory presot et 135" F (58'C).
. Addressable by devkr.
. Dir€ct DECADE 01-99 enty of addr€as.
. 2-Wire loop conneciion.
. VisiHe LEDs'blinkf every lime ths unit is addtess€d:
-Optional with AM2020 softrare rwision 5 or higher.
- Optional wilh AFP10i0.
- Optional with AFP-Zn.
. 360" field viewing angle of the visual ahrm indicabrs
(Trvo LEtls). LEDs illuminate steady during alann
. Integral Communications and Builtin Device Type lden-
tificatirn.
. Compaci, Stylish Desbn.
. Remote test baturc from the panel.
. Built-in functional test srvitch aclivated by strnd mag:
net.
. Low standby qrnent
. Lbt€dtoUL62l.
. Builtin tanrper-r€sistant betui€.
. Designed br Direct Surface or Elecbical Bu Mornting.
. Seeled against bad( pGssure.
. Plugs inb separate base br ease of ins{allation ard main-
tenance.
cs6(n
FDX-5614
MEA
46G92€
1(X-98-E
29G91+
us coast Guad :Iffi.%ffi^FLY$1.@?fin FACTORY.
161.U)i!r23{0
. Sep€rate base allcrrs intercfiange of Photoelectriq lon-
izatbn and Therrnal sensors.
. SEMS screws br wiriq of the soparate base.
. 94-5V plastic flarnnabili$ rating.
. Remote LED outsut connectifi to optonal R 4{XrZ rs-
mob LED annunciabr.
. Optional sounder, reley and isolator base6.
. Optional rccessed base mornting kit(RMK400).
|so-nlElieutotdMdcuia
@litySys@C.r@b
httraatinal Sudrd FtG{Xll
E l oa2
E GCfoda,/EA\ $rb FheimH) Medtc
Filq 7270\028.150
-
(FDX€51)
727O4i28:.167
cDx€51R)
rl-.x-
-L-931001.11
\v
s717ffi
ffI4AOAY
(FDx-551)
0Q,lA7-AY
(FDX-65!R)
o1
$(D
Thb doqrst a noa hbri.d b bo rEd to. -ddb|irr p|rpc. tlb bt b f-P qr
p|Ddrd irffiin [p b dCB fd .cor*. we cannd coyor Cl !9adfc .pplbtioo! a
.rli€irlao sl .slirliErls' At lgodfcalim r€ suti€cl b dEtgs ritn ndca. For |tsl
it ndon, cq*rl OTFR. PtsE (2(B) aA+7161 F )c eoq 4E+7118
Ilo|.IFIER' t2 Clitrbnrrfl. Ro.4 NoftH, Cqrrdbrl 06,+22
TPP|.|GIIIOXS
Use thermal detec{ors frr protection of propedy.
For further inbrmation call Notifier bn manual 156'',407-
(x), Applicatons Manual br System Smoke Detectors',
nfiich Fwides detailed infumation on detedor spacing,
placement, zoning, widng, and special applications.
collsttucrrox
These detectors are consFud€d d LoGrp in an otr-white
color.
The FDX-551 Series plugin intellbent themal delecior
is designed to commercial standarG and oftrs an at-
bactive appearanca
lltsitAfltttox
The FDX-551 Series plugrin intelligent thermal detecior
uses a separate base to simplifu installation, servbe and
maintenanoe
lnstallation insbuctions are shipped with each detecior.
A specially designed tool allows fiEintenance personnel
to plugan and remore the sensors without using a lad.
d€r.
Mount base (all base types) on box sfiicfi is at least 1.5'
deep. Suilable b@6 indude:
. 4' square box
. $l/2'or 4'octagon bq.
. Single gang elecfiical bq (except relay isolator
. Use a 4" square with B501BH bese.
. Use a TlE or 4' ociagon or 4" square bo( for the
Bli24RB or B524Bl base.
NOTE: Because of the inherent supervision provkJed hy
the SLC loop, endd-line resisbs are not rcquired.Wir-
ing Ttaps'or branches are permilted br S$e 4 (Class
ts)wiring.
OPENAT|oX
Each FDX-551 Series uses one of 99 pcsiHe addrcsses
on a ontml panel SLG loop lt responds to regular polb
from the contol panel and it reports its type and status,
including lhe anabg levd of its heat sensing elements. lf
'rt receives a test command fiom the p€nel (or a local
magnet test), it stimulates its elecbonics and rcpdts an
alarm analog lewl. lt blinks its LEDs when polled and
tums the LEDs on uften commarided by the pand (de
tecbr blink is optional on the Altl2020, AFP1010, and
AFP-200).The FDX-551 Series ofrrs fraturcs and per-
brmanca that reprBs€nt the latest in thermal delector
technobgy.
Pqb2 d2
SPEGtHGrflOllt
OperatingTsmperature ... 32"-120"F
Operatiqg Voltage/
Cunent Range . 1$'28 V {Peak DC), 5 mA arrent
tor vidble LEDS latcfied on.
Detsctor Standby Cunent: '150 pA maximum.
B524RB or 8524 Bl: ... < 70O uA @ 24 VDC (indudes
detector)
Sensor ............ Electronic, DualThetmbtors.
Fixed temperahrre ahrm.. 57' C. (135" F.)
Rate of Rise Option ......... 15'F (9.4"C) per minute.
RelativeHumklity 10% b 93%.
Wsight 6 oz (170 gm.)
BX-501 Base Dia- ............ 6.2 inches (15.8 cm).
8501 Base Dia..............--.4.0 anches (10.3 cm).
B524RB Relay Base: ....... Screw terminals: Up b 14 AWG
Relry type: ForrrC
Rating:2 A @ 30 VI)C Fsbtive
.3A@ll0VDCinduciive
1.0A@ 30VDC inductive
B524Bl lsolator base: .--.. Dimenskrns:62 in. (157 mm)x 1.4
in. (36 mm).
Maximum: 25 dwices between
isolator bases.
PRODUGT
todel
FDX651
FDX-551R
FDX-551A IntelligentThermal Sersor. ULCVersion
FDX-551RA IntelligentThe.malSenscwith Rateof RGe.
ULG Version
n:Trt""* """ffmls. Bsse. +8501 Base, flangeless (Europedn style).
B501BH Flangeless bae (Hfi) vtith 24 VDC, 85
dBA internal han.
B524RB Rehybase.
B524Bl lsolator bse. lsolales SLC l-oop agairFt
Loopshqt
Other Accessoriee
XRs RemovalTol.
XP-{ Eldensict Pob for Removal Tool.
RMKtlOo Recessed mounting kit fior 500 series detec-
tors (requires 8501 base).
SMKirco Surfiace ltlouiling Kit br 5(x) series det*
tors. Provides tor enby of surfiace wiring
conduit A 8501 b€se b rcquired.
RA{(X)Z Remte LED. Mounts to single gang box.
'Supported by BXdtl and 8501 bases only.
Ardrllcrilrrrrl / lnglnccrlng Spcclflcdlcnr
Specifications are availaHe ftom l,lot'fi€r br the AM2020,
AFP1 01 0, AFP-200, or System SfiD Allil-2il) module on an
IBM compatiHe 3.5" dbk in Udordperbcf 5.1 and ASCII br-
mat$
Lr]tE tilFonilAtlox
Ilescriodon
Intelligent Thermal Senec
IntelligentThennal Sensor. with Rateof-Rise
featJrc.
zo
July 28, 1999 H-i20
N()TIFIEC
F'R.E XSTENISa Pttttu Y cota$NY
DHx-solll-
Intelligenl Dust Deteclor Housing
Ssclisr: IntaEBnuAdd]rssabb Devies
OETENAl
Ths DHX-S|IO Serbs Intelllgent Duct Detector Houslng is
desigred to sande al din€nts p6dng through a duct and
allows the early debctor d dei,€lofirE firo. The DHX€OI,
502 Duct HoudrE will accorrnodete eilh€r t|e CFX€51 l]}
telligent bnizalid Sensd or lhe SOX-551 hbfitent PhdG
electic Ser|s, eitlFr of u,hidt p.ovides cd|$uous r|dog
monitding of tha units sensnivily r|d abnn verificatircn fronr
the penel. Wh€n suffd€nt smoke is s€ns€d, an abm t*]-
.€l is i.itaEd at the conb panol nurfb€ tE debcbr,
sd approp.ists actim c b€ tak€f| b shut cfffens st Urrf,.
ffs, cha€e o!€r air handling sysHns, €b, Tli6 crt prF
v€nt the r4td disfribulbn or isoblkn d brdc snd(a ad fro
g8ses lhrouglrout lhe 106 seflsd by trr6 fud E/shn.
Ihe DHX-501/5O2 dtEt det€6r sysfiem fuatrres the sups
fur capabilili€s d '| intslliFrt sq|sa h e urit ttEt is esy
b imtal and rnaintein, makhg tlts ducf srnd(e d€ledor the
new indusfy stdxlard.
The DHX{OI rnodel indudes tro alam relsys; t}E Dl.lX-
502 do€6 nd indwe dafm rehys. Tho DHX€0O Seri€s b
cornpalible wih the NOTIFIER AM202O, AFPI O'lO, AFP-{{X),
AFP..i{X). AFP-2fl}, AFP-100, dtd Systern 5{m AIM-2{X)
(SDx-5st No ady).
FEATURES
. Debctor A€retes liun ho cmtd pdEl orilruI*:atdl
lirF.. Tu/o butl-in FqmC alarm rdryB (Dlfr-ttot d* rcqtir€E
sspa/ets 24 WC IAC u 1M2O VAC).. Remofie LED optbn (DtOGgn .rrd DHX-AD4 InX*701
rsgd?€s sqpar€0e 21 W)C,r'AC t l2OtH) YAC: I)flX-
502 t€quf€s sopard? 21 VDC).. Alarm sound€r (PArloO) oplim (Drlr-slrl orillE tquires
$,parete 21 VDC|\|AC u t2UZm UAC)-. Optionaf rerYDle t€st station (RTS45i | (DHx-.ltlrt ar|dIrr -n| DIX-50! r€guiros sqsralb 2I VDCA/AC or tml
20 VAC: Irr{X4n rDq|rLss separaft, 21 VDC).. AcconrEdabs inblilent kmizalim or phobelectric h€ads.. Gq inrnus sensiliviv rnonito.ing end derm v€dhcdon
trom t|e prd.
. siimple cfisr€e.od d d€tecbr heeds: twbtin, twistdrt. Easy a|d qtid( rEunling b rourd a recHtgdar drcls.. Two Fcn-C audliily ctr|tacb (D[OGSOI).
. Air velociv rating from 500 b it,q)0 ftet (152.4 b 1219.2
.ne{ors) per.drub.
. uL268AIsbd.. Oeer @ycaftonab cover ioa conv€ri€nl visual inspeo
lbn of sanCirg tLbe fllHs.. Ruggpd Norylo l|qdng (rnounling por0on).
. Thr€e,ysar lilffrd wranty.
MEA
12741E
sllis cs3og or3AsAY
ML13t FI Califomia
(nffisDrtt(- 1A 7HK StsleFit€' antlDuX&zA) ((f€E)i"11' _
ffi'szeoooza:tse
coltstrtucrroil AilD llltilAultrox
The twistin, lwiskut det€cbr end base ellolfl tlE t€moval
dd€b6|s eadlysdquiddylbrdefiirgand mahbnsrce.
In addllbn, detecid heaG can bs changEd b m tlF apflica-
tmwitho|Jt rcrnoving the dud housilgt TheDHX{)1conFs
wilh bultin erfiaust Ube. Sarr$irg trb€6 a|E a,ailaue bftt
ducts frorn I b 12 bet (0-3018 to 3.6576 rEbrs) wHe.
SPECIHGITIOE
Itlmenslon: 14.S (36.8 ctn) t ,He, 5.(r (12.7 crn) tigh, 35-
(8.9 crn) de€p.
wehht lrrfr-sot.'.1 b6. (1.81(g). Wt[m Anfr.5o2'2lbs-,
I oz (1-'l kg).
Addr€osable loop voltagE rengD: 145 b 28.0 VIrc p€6k.
Iretector (see arrr. pD'wt tt,qut qrrettls fot a6e$ottss,
standby current (nomln ll: Anl!A@24vt)c.
Operedng bmperat|lo rargc: O"c b4gFC (3fF b I20"F).
Operaling humldlv rertgD: 1006 b 93'6 l€bliy€ httfidty.
Alr ductyeHiy: 5{X} b.l,(x)O tuet (152./f b 12192 rEb|s)
por nirub.
UL lbbd to 2684
lnfe/lligutt Dttd Smo&e llatbc{or
Tlis dGrrsi b nof idooded lo bs u$d br insadbtin p| pGc. 9htyb lA q|r
frodtEl inb don uFb"ddr dd @r8b. Wo ca]nd cgl,s d !D* aFDl.3lFtE ra kipqae el irqi|gnsir. Al spEfl*,glqE a]l stiod b drup ritu.t rfr. For
ruE intur|gtq\ qrt d l{OIF-n Phqrs Cllx|).18a-7lol FA)C (2lx'),|8a-7i rS/-\
CJ)IOflFf ER- ote nlg+re Ptc, Nofiao.d, comodtrd tptzl
rso-gml
E EiBliE 8nd l|hndrctui!
OraHy SFbn Ccfild b
hEflrlixEl $aodrd Foqnl
F
tbhthu-s.A
t)N-1514 - hoald2
POWER SUPPLY RATT]IGS FOR DIIX.sOI
o
EIEGTR|Gr]
o.+
+
Dl{I.5Ol REl Y COlltACt
SPEGtFlGtrlox
SEPARA1E POWER
'S
REQU'RED.
. Minimum contad c n€r m|Ft be greabr then lOO
. 4 amF maximun at 28 VEIC-
. 7.5 erp6 mextnrn at I 15 VAC.
. 1rB Hp (3.8 Atrp6) et 11O to lrc VAC.
. 116 Hp (22 Anps) at 220 b 240VAC.
AUXILIARY REI.IY COilIACTS
. Mininr.rn oontacf ctm€nl musl be g.eebr than 50O mA at
24 VDC.
. 10 ArrF6 mexinim at 30 vt)c.
. 10 ArrT6 maxinrn dtn vAC.
.lf;IHpat240VAC.
. 3e0 vA at 240 VAC.
PRODUCT tlXE llFioRnAtrcil
nodd Doc,crlpfdar,
DtlX-sOl- Intelligent Dtrcl Housing with alerm r€lays-
NOTE: lnb'llpe|'..Ixrcf fro4si?g| nt pdced rlitr|-
out tn et Tt De ot Setet Head- Odor dE lrfld
T,he et$ one Sot|sot Heed fw u* t'ith e€ch
tn/€'ilEent tttct lft,u'i'ry.
DtfX6|fP hbffig€nt Dud Hcusitw,- N'IE: httffigent [rtct
Hol/A''irlg *t N*d wir2ottt hrw Tub or Setsot
He€d'. Ord€/r ona tl'&/t T,h€ e,'d orlf, *trsp,r
Head br us wirr eadr lftel,owt Dttc, ,"tous'
//rs.
CPx€51- hrdlgsnt ldllzslix| Sensd l-bd. ,lrotE: rF
tettigent D.rcI Housing is pticed vitho.tt lnlet
Trr0e or Sst sor H€ed. TDts sst grtead, dretr
ins'af€'d h a DllX-501, in td s'.rP,orted by ttte
A'M-24n.
'NOTE: Iflet tuf€ is I€,qu d and nnts{ De p{nct4sed sqp&'
rady. Mr ane h/f/.fi/Defut a8(,| .tuct &tectw r|d{.,sv]g
you at*r.
SDX€51* htef igent Photod€ctrmic S€nstr l-led- itolE
,nt€rrigEnt Oucf Fbtashg is picsd witto,,t rilat
T,,,eo's8'!so,rl,€6d.
ST-1.5 Metal Samplitg Tub6, dud widths l'- Z-
ST-3 Metd SamdiE Tube, duct wklths 2' ' i1'.
ST€ Metd Semdiu Tube, drct wit0|s { - A.
ST-10 Mdd Sampling Tube, dud widft$ 8' - 12'.
RA4lXtZ RemG LED rnmts to dngbgang box.
PAa0 Pbzo Abrt Sqndor.
F36{15{10 RepbcernentFi[ers'
XCI{rl Test Msgr€t
Prt&21{0 End Cep fur Seilndi@ T6e.
A2650{0 lm{allalist Kit (p*ts bag).
RSz{ Phob€bcfodc Repbment Sdaerr
Rslrf |dizalidt Repbem€itt Screen.
tOtNmR S€nsilivity T6st Kit
CRT4OO lorizatkh Cot €r Rernotrd Tol.
136-100/t-{loApplicatirm Marual, Outl Datecbrs.
RTStlSt Remota Tesi station.
"Ordor s,rlfrx A'lor Canmliar, (ltLC) llfr.i€vic€s'-
Power
Requiements
lm vAc (102-132)
mA ns maximum
2,||t VAC (20'f-264)
mA ns maximum
24VAG (20.646.4)
mAnsmaximum
24VDC (20€lt)
mA DG maximum
Devbe Standby Alrml Standby Atrilr Sfandby AEt|r Stildby ALrm
DHX€Ol 4 52 25 30 65 1U2 m 87
PA4{N'3 t5 29 15
R (t00tr 1.5 1 17.3 7
RTgt51'15 I 17.3 7
RT9t51*115 13 5.5 65 14 1gl 71 7A
Iho crrnsnts srfoyr br 0B DHX401 aB maximum vdues rtth tm ac€ssorbs..elt amory curerfs are addilional b DFO(€OI. Tle]B at€ m addiliorBl or'€nls fu amsssolic in sfardby
-RT91"51 when tE magnd is lpkl in pbc€ b iriliab an abm.
NOTE: 24 V ouhut ndximun load E 80 mA; 12 V atam oryt maximum toad k 20 mA-
mtlr TUBE SElrCilOll
Outskle Duc't VtlHth InletTube Requircd'
upb2bet
(0-6096 m)sT-l.5
2b4b€r
(o.m96b 12192m)sT-3
ilb8bet
(121'J12b2-4184nl ST€
8b12bot
(2.438/rb 3-6576 m)sT-l0
P{s2 of 2 - Dltl-151,1
July 29, l9S
NBO-I0 Series
Non-Goded
llonuol Fire Alorm Sfofion
Si)n: Cdtr€ntimal IniBaling DsYi(-
1.120
N(}TIFIERF'R,E SYSTEIVIS H TWAY €OflFADIY
OE]IERAL
Th€ NOnFIER BG-'IO Seri€s at€ non-ood€d, dual€e
tion, manual alarm stBliitrs"
FEtilUIE. Wihin ADA 5 b. pnll furcc wh€n us€d wittout br€ak-
tube (mod€ls manufactur€d afrr 1G1€6, identifi€d by
an E und€. stalim sFing).. Highly yisiH€ (rsd colo. wifi wtrit8 letbdng).. Easily optrat€d.. Athadiy€ strape and letr||ed finis*r.. Serni{ush mounling m a stardard singlFgang €loctF
cal bo|(. Op€ratss with or wi0|od a bl€ak h&e.. Handl€ latcfies in dom position to deady indicatB lhat
th6 statftn has b€€n op€raH.. Oplimal lod( with k€y.. Optb|al N.O- contaci lor auriliary funclims.. Optional presigrd cimrit rnay be used for p.e-signal or
InslituUmal Apdi{:alirrs.. Spanistr (FlrEGO, v€rsdt.. Meets UL 38, Standad for Manuelly Activ2r6d Siignaling
Bo(€s,
aFPUGtiltOll3
Use b provfuto a oon\r€ni€nt fiEans b manualy iniliab a
firc dam (mod€l t{Bc-llruP tor ouboor use).
coilsrRuctlox. Sh6ll, door, and handl€ aro mold€d of r€d color€d
LEXAT{O (s polycarbonai€ equivalent) with a terftrod
finisfi and whito bttsing.. Bad( date made d 16 gaugo stEsl.. Switch confacb ar€ normalv op€ar-
tilSf ll ttox
For s€mFfush mounling, attach diracty to a standard
singlegang €lecticd bo(. T€tminal block with screws al-
lows quid( installaton.
oPEt ttox
Rrlling Ela hande down caus€s it to latdr in the do$t pc
dliq| and b dos6 lh€ no.tnallfop€n swibfi. Th€ handb
is r€stor€d manudly by unscrewirB th€ Alleni€ad scr€w
so th€ bp of th€ cas€ can d\rot fonrard, allowing th€ sptirg-
load€d handl€ to r€tum b ib normal positim. Tho ca36
can lh€n be pivoted bad( to ils normal posilim and se'
crrred with lh6 all6t*r€d sct€u.
The 1€G10L utlizes a mecfianbal key insbad of tn der
hed scr€w.
Th€ NBG10 P/T has a rrcfinany{p€n aLxiliary s{itfi whidl
is dos€d by rctating a ksy dod$riso (th€ key is non-ra
movau€ in thb po6ilim).
Elec-lrical: turenf Capacity 3 Atnps @ 125 V C.
LEXA O b a lEgist€rd fademafi of GE Plaslbs, a subddbry
of Gensd E|€cib Coflpany.
@r#:,*,a,ffi
ADA
Physical:StzlIf l
,:r, I NBG1O sB-l0 wP-10
HeigM 55(ninds
(139.700 rm)
Ss{nirdE
(139.700 t|m)
6-(mard€s
(152.400 rm)
Wrdtl 4.125 incfFs
(1U.775 mm)
4.125 irctFs
(lO4-775nm)
4-690 irEiEc
(119.126 mm)
Depdr 1.375 indE
(34.92s.|m)
1375 inctEs
(34s25 rm)
2.0m irrrEs
(5O-8mtrm)
Thb d@[!l. bma hffi bb. utd ftr iruldHin F.rFc. try€tyblqqt
tfodd irbrt|din tpb{* and E &. lV€ ctrtd covq dlsdac 4gacrlqF a
tip€ao af rqirwEtr A| spcifiztdE rtD i.rbird b daEe dhf ldir. Fo.
rEE infrrtt ldr, cd||td XOIfER Ptroc (ZB)a8{-7161 FAJ( (lB) 444-71rE
@ rorlrren or|. FrE-Lle Pls, Nolttbd, cono.dbn (F/l72
tso€001
Ergir6|ng ad l|enuhctnhe
Arsfy S!€alor Grfr.d b
hbmslixEl $ndd Flo{(nl
F
rehUrU.gl"
Dfl-166E - Prga r d2
o
FORTATIOX|/'RING OF
STANDARD
UNTT:
NBG.IO
TC'
COhITROL PANEL
DETECTOR
Lq)POUTruT
Additional Slwidr
Includd ltlith tldels:
NBG-IOA
NBG-1OT
TERMIMLB!Oc|(
FOR N.O.@NTACT
FOB AJXIUABY
RJNCNONS
Additional Swfrcft (l<ey-Operafed)
hrclufu Ylilh |/ode/,:
NBG-IOP
TO
TERINNALB!Oc|(
FOfiTEST, ORTO
PRESIGNAL CIRCU]T
(KEYOPERATED)
PRODUGT TTTIE I1I
U& AescriDfioa
Standard unit Dual action. Worl(s wi0l, or wihout
a crusi hlbg- Indird€s a brminal blod( with sct€c
for fast ald €asy wiring.
Standard unit dus an auxilby N-o- swihh b prc
vid,g annunciab cmtacts.
Standard unil (NBC-10) wilh k€y t€6t foatrr€s.
Slanderd unit plus N.O. saitdr br p.€€ignal op€ra'
lim.
Standard unit plus k€doddng ftaturo-
Standard unit with a w€alh€r gasket (NBGIOW).
Indudes apgopriat€ $rfac6 bad(bor( (WP-f 0) fur
ordoor apptcatftns.
Spani*r version of stardard unil Drd adbn. Wo*s
with a without ctush trbe. lndud€s t€tminel Uock
wP-lO Surfacebackbo:<furoutdoorapdbalions(usedwi|h/
indud€d witt NBGI(IWP).
SA.IO Surface bad6o)( ior all NBG1O rEd€ls.
BG-IR optimel bim ring.
AtcliltEGtunrv
EltGD|EEn|ile SPEClFlGAtlOllS
Manual Fir€ Ala]m Stabons sftall b€ non€do, bt€aktbe (or non-
irush hbe) type, with a kryop€rated t€st{€set lod( in ord€r t|at
lh€y may be test€d, and so d€signed lhet afret acil|al Ent€E€ttcy
Op€ralion, th€y cannot be rsstored b normal exc€pt by uss ofa
ksy. fui operat€d station Slall automalically condition itse*f so as
to be visually detect€d. as oporated, at a minimum distance of
lOO foet (30.48 met€rs), ftor tr sirt6. Manual stations sfiall b€
cdlstrucled d rad colored t"EXAhfD wi|h d€etfy visitt€ op€?alilg
insEudiqrs provil€d on lh€ con€r. The u,otd FIRE €ftall app€ar
on the fto.rtof th€ staliorE in rais€d white ldss, 1-75 inch€s (44.45
mm) or larger. Stations shall b€ suitabb fioa suttaco mounting on
madring bad6ox, or serni-flush mounlittg m I standad single
gang bo)( and shall be insta[€d within the limits dofin€d by the
Am€ricans uilh Disauliti€s Act (ADA) dep€nd€nt on manual sta-
tion aoc€ssiulity or p€r local r€quirem€nts. Manual Stalions shall
b€ Urdorw'iters Lebaatori€s lisbd.
Vt*Itont
TOP
NBG.IO
ltBG-l0A
NBG.lOT
NBCr-lOP
t{BG-toL
NBG-IOWP
NBG-IOSP
>1rz
(1S.7 rrn)VlcUtrclm
S'DE
t
.E
P{e2 of 2 - Ot$1668
Argust 27, 1997
r,u,rx-l
tonilor todule
S€clbn: Intdl*FnvAddGssabb D€vi:.6
t-r-l40
@xorlF"_*FR
OEIIERAL
Th€ NOTIFIER MMX-1 Mo.titor lirodub is usod with lhe
AM2020, AFP1O10, AFP400, AFP€@, AFP-2(X) or Sys-
tem 50OO (€quipp€d with an AIM-zoO modul€) to monito. a
single Initating De\rice Grcltit (lDC) d normally-open corF
taci dorbos.
FETTUIE
. Builtin type identification autdnali:ally idonffi€s lhis d€-
vics as an MMX-1 b ho conud pan€|.
. Pow€t€d di]€c[y by 2{it€ AMm20, AFP1O1O, or All-
200 SLC loop- No addtimal porrer rcquimd.
. Hi'| ndso (EMFTRFI) inmunity.
. SEMS screws with damping plates fur €s€ d wiritlg.
. Dimct dial 6nty of DECN)E ddrsss (01€0)-
. Builtin magnetic alalm lssl sribtt.
. LED f,ashes dudng no.fird operalim (this is oplional dl
tte AM202O, AFP1010, AFP4fl), AFP-flrc, and AFP-
zx)).
. LED latcfi€s st€ady b indi:ate alam ql Gommand froflr
conbol pansl.
APPUGfTIOTS
Use to rndfbr a za|e d 4-{ir€ srnolG d€t€cto.s, milurd
fir€ alarm Ail stalims, waMff devi:as, or other ronnally
op€n dry-drtaci alarm aciivalbn devices. May also be
us€d to monibr normally op€n sup€rvisory dsvi€s witl
sred sttry't isplty irdica{im atlhe canfd pand- ltki-
tofgd dmrit may be wiFd asan NFPA S& B (Oass B)or
Style D (Class D) lnilialim Dwice C;irqit A 4? K olm
Endd-Lino Resistor (proykt€d) tsrminates lh€ Styl€ B dr-
cuit No r€sisbr is required for sup€rvit*on of ths SV€ D
ci]u it Maximum IDC loop l€ngth is 2,5d) bd (2O ohms
maximrn).
coilstruGrlox
Conrob induds tm rotary $flitchss fd di?€ct dial €ntsy of
DECADE addmss (O1€9). A hb€l is p.ovid€d to mark th€
loop number, addr6s, end deyic€ typ€.
oPEttTrox
Each MMX-I uses one d 99 a\railaH€ modul€ addrcssas
m an SLC loop. lt rssponds b r€guhr polls from OE co.l-
d pand and rcports its tlrp€ and lh€ status (openlnormaU
shod) of its ktitialing Dsyb6 Cimriit (lDC). A t sttng LED
indicatgs that the modub's in cornmunicalian with the qr'
tsc|| par€|. Th€ LED latd€s stedy dt ddm ($ti€ct b
cuficrrt ttt fulior'E m th€ loop).
MEA
290-9r€, vd. 5 (s-smo)
104€3€ (AFP-zn)
17€eE (AFP-.{n)
cs6mruMx-l4)
Califumia State Fit€ Marshd
716s"{I128:l4l (AM2(2UAFP101O)
716sm2E:1.14 (StEtstn 5(x)0)
717tXxP8:153 {A 202UAFP1O0 High Rb€)
71?GOO28:1$ (q|sbm 50(xl t{gh Rbe)
7tHn28:181 (AFP4{n)
7165;m28:1e{ (AFP-an)
@
s6!5
-'-^-
\./
OV2A3AY
OQlASAY
It t--*Jl llt ln\llxf,s
t\\jF!Mlsl[et
&
93/00lil{)
(Af,t202o.
AfPl010)
BSA
578{1€A
(AilA2O,
AFPiOl0)
ML 160
TheFae Plde
flffirl*Jo
T1|. dEf|st b nd int6rdod b bo uad fo. iE Hir| PrrpE fr ty b k4 ct
Fodrd hfrnrdo.r t+b-d* d E ab- lir. ctfla covq d lp.cft rPpIcdirB d
ar ctsaa d !€qirqEir Al lpciicarrE a|r qJt d ro ahtf,p rthor no|ic3. For
ruB arffiix\ coflH l.oTtEn PfsE (2Gl) 4A+716l FAX (2lx|) 4E4-7118
tso€ull
ElgirFdiE etd il.nttrd!
Ouany Sysh Crfr.d b
lnhmtilrlSltdtd Foqnl
@rorrrr=n' r2oi qwile Rod, o rftd, conlEcliqn oet72
O {|m - Pag€1d2
tlt3tAftrfloil
Th€ MMX-I mounts b a standard /f squats,2-1,8 de€p,
junction boc In addilion, tho MMX-I may bo tnounbd b
the SMB-sfi) surfiae flrount box. iibunling hadtf,et€ end
inslallatil| inshrclions al€ p|wid€d with €adl modulo.
sLC LmpC)
SLC Lmp (+)
Stylo D (-)
Styl6 D (+)
Sryh B (+)
Styl€ B (-)
FieklWW@nnerliuts
fi|ountilrytlrcMttD(-I ba
1'ql/€,€.,2-1n'(tuP
jutfutDoL
w
@ronnrl
fN)Gl llo.rilor llodd€
operating yolteoE: 15 - 28 vDC (peak). --l nd Descrtpdot
Sran&yr cumnt an FA maximun prus suoewiQ rrx-r Msribr lrilodule-
cunant 7 IU-'A l'o.nbr ilodub, ULC lisbd.
Terrperahrre rangc: 0"C io +49C (+32'F b +l2(rF).
SPEClFlQttlOil3
Humidity rangr: 10ri to 95%, t€latit e.
Welght 150 grams (5 ottnces).
PRODUCT lillE llFottAtlot
ATCHltECTU RAf/ElICT lIEERI IIC
SPECTHGIrtOl|S
Contact l{OrlHER.
Pe6 2o{2 - Dl+,21F
@xorlF"..1FR
.lurs g, ts$f H-160
fl,lfl x-r ol
lionilortodule
S€c,fbn: IntelEenuAddl€ssablo D$rlaos
@ @ @lffi*,,,*' 716$0028:144s635 cs118 717(XD28:153cs733 7170$28:154(Mirx-lolA) - ?165-{X}28:164
BSA <F
OEilETTf,
The NOnFIERMMX-1o1 (or Canadian MMx-1014) MonF
tor l odul€ provid€s an int€rface b€tw€€n the AM2o20'
AFPIOIO. AFP-4{n, AFP-3m, AFP-an, c Sftem SXX)
(equipped with an Alt$2m modil€) ald nqmelly{p€n
contact alarm iniliating d€\ri6. Though lh€ MMX-101 can
b€ us€d b monitor an €r ir€ S[yl€ B (Oass B) initaling
circriil, it is idoally suited fur md|ibing singl€ derric€s. The
MMX-101 is small €nougLh to fit inside a singlo{ang irnc-
tion box b€hind lh€ dovios b€ing monibred. Th€ small
size and light w€ight allow it io be insl,a €d withdlt lh€ ne€d
lo b€ rigidly rnoun!€d.
FEATURE
. Builtin typo identificatim aubrnalically kt€t ifi€s lhis
d€vic€ as a monitor module b the mnfd pan€|.
. Powered dir€Gily by hrotxl€ FACP- Noaddilbnal pomr
mquired.
. High nds€ (EMFTRFI) inmunity.
. Tinned, stipped leds ease d widno.
. Dir€ct dial €ntry of DECADE addtess (01-99).
lPPUC,ltlollS
Us6 to monitor a singl€ d€vice or a zone of /t-uirs snrol€
d€t€ctds, manual fre alarm pull stations, waterflorv de'
vio€s, a other noimally op€n dry€ntact devioes. May
also b6 ussd to tnonibr normaly opon supewisory devi(E
with special supervisory indicalion at tho conbd pan€|.
ilbritored cituiud€vico b wir€d as an NFPA SV€ B (Class
B) Initialing Doyi|:e Citcuit A 47 K ohm Endd-Lin€ Rsde'
tor (p|o\,id€d) tarminals the circriL
GON$TUCTloT
Controls indud€ tvuo rotary slit fies fur dimd dial entsy of
DECADE addrcss (01-99).
oPEnallox
Each MMx-'lo'l uses m€ of $ *aibbl6 moduls addr€ss6
on an SLC loe- lt r€spdds b r€gular polls fro.n the con-
trol panel and rcporG its typo and t|6 status (open/no.rnau
short) of its lnifnling D€vico Cimit (lDC).
oYoA6AY, OV4A5 AY (AFP-?@)
ow6A2AY (AMXT?UAF P 1 O 1 O)
ntnx-tu
(sDom .c{uJ tsttc}
578€1€A
Tolniliating Devi*ToULLisFd
ContrdPand
and&.
ttcxld'''tit*
fStCLoop,
@*ffi"@
Tttu dG|ms{ b nol intqdd lo be usad b. in*alblirl pi|rpGB" lire ty lo kq qlr
p|odtd hfr dix| t .&ietdE.b f're calnol cts Cl sFcinc aPplctlil|s a
intiip* .l ].qui.s q6. Al lprdncdir|s srl srrbid lo da||go wltdd rEf!c.. F.
mq€ frfidirr cq|E xolrER Pfs|; (zB) /|E4-7161 FAx: (aB) 48+7rrE
@ r on n e n' 12 Oittoorire Roqd, t{orlhfrfd. comq.liqn 08fl2
rso{txx
Engif,.ri{ end anrfuni!
Alalily Sy€lin Ccm.d b
lntcnd rl grndad F0{Dl
F
Hde in t,l U.SJ!
Dt{-Zlls - P.qP r d2
SPECIFTGITIOIIS
Operating vo[rge: 15 - 28 VDC (p€ak).
Standby curnnt 230 UA max. plus supsrvisory crin€nt
Tempealurc rango: 3?F - 120"F (O"C - 49'C).
HumidiQr rangc: 10% - 95%, r€laliv€.
Weight 90 grams (3 q'lcss).
ProDuGt LmE lltFoRtAtloll
nodC D?Ecrfpfro'.
Htx-lol ilonibr lilodule
tHX-1014 Monibr llodule, ULC Ustsd
StB-sllO Suface llount Bor
iltstal.l.ttlox
The MMX-101 Mmitor lrodul€ rnounts inside a dngle gang
junction bo( b€hind th6 d€vice b€i€ monibr€d. Th€ small
siz€ and light w€i{tht a ow it b bo install€d withdlt f|e n€€d
b b€ .igidy mounbd- Atemably, lh€ MMX-101 ilonitor
Modul€ may be mount€d in the SME 6rm surfaos nnrnt
bo(. Mounling hardwar€ and installalixr insfucitu ns atg
provid€d wi0r €a.fi moful€.
2.75" ff crn)
ARCIITIECIURII/
ETOITIEERTilO SPEGIFTGITTOIIS
Monibr modul€s sfiall be podded b corneci mo s.p6r-
vis€d lnitialing Device Orcuit 0DC) zone of cor|v€r ional
alarm inilialirB devr:ces (any N.O. drysilact dflbe, it}'
duding 4-ry;6 s.o1" d€bcb.s), b one d lhe Fir€ Abrl
Control Pan€l SignaltoE Lin6 Orc it (SLC) l-oops. Th€
monitor modulo shall be srnall enough b fit inside a dngle'
gang junction box b€hhd t|€ devics b€itlg rDnibt€d tr
diFcdy inb lh€ Fire Alam Contol Pan€l- Tho monitor
module shall be small €nough in saz€ and light €ndgh in
wsight b allow it b bo install€d wihout th€ no€d b b€
rigktly mount6d. Tho IDC zdte tnay bo wl€d tor Styb B
operalim. Tho mfiibr rnodul€ st|allptorrftte addt6st-
ling m€ans using rctary d€cirnal sridlG and shall ebo
stor€ an intemal id€ntifying cod€ wilich the Fit€ Atrm @rF
uol Pan€l shall us6 b kt€nlify ths type of dwic6.
0.50'
(1.26 crn)
1.30"
(3.3 cm)
Minimum
wire length
6.0 inches
(15 cm)
Pa€2o,2 - Dl+2315
@xg#HIFR
[)ecorloq.i6, iS$ }l-112
millx-2
llonilor todule - Two-rflire
Gonvenlionol Smoke Deteclor Innerfoce
S€ctin: IntdlgprdAddFssabb Devi:es
GEIIERTL
Th€ NOTIFIER MMX-2 Mmibr iiloduls is us€d with t|€
AM204, AFP1010, AFP4{X}, AFP-z(X), or Syst€m s(Do
(€quipped with an AIM-2OO rnodul€) to monibr a singlo lni-
tiating E)€vice Circuit (lDC).
FEITURES
. Supports compatibls two-{it€ srnok€ datectofs.
. Sup€Nises IDC wiring and conn€c{im d€xt€mal po\fl€r
soutGa-
. High noise (EMURFI) immunity.
. SEMS scr€ws wih darndng plates for €as€ of witing.
. Trro rotary sritches for direct dbl €ntsy of DECADE a&
dr€ss (01S)-
. Builtin magn€tic darm lest svidr.
. LED fashes durirE ndrnal opdatbn (this is opliond d|
or€ AM202o, AFPlolq AFP{n and AFP-2(n).
. LED lad|€s steady lo irrlicate alarm d| dnmand fiom
drbd pen€|.
APPl.lGrlIOII'
Use lhe MMX-2 b .rulibr a ione of 2-wire smoke dsc-
lors. The monitored ci]crit may be wired 6 an NFPA Sty,le
B (Chss B) d Styi€ D (Class A) Inilialing Devica Giuril A
3.9 K ohm End-oftine Resisbr (p|o\rit€d) b.rninatG lhe
end of the Style B or D (dass B d A) drcdt (maxirnqn ffrc
loop resistan€ is 25 ohms). Install ELR across Hrninds
I ard I tu Styls D applicalim.
oPEnAtlox
Each MMX-2 uses one of gg availaHe module addr€ss€s
m an SLC lo$. lt responds b €gular polls ftorn lhe con-
fol pan€l and reports its type and th€ status (op€n/nomal,
short) of its Inifnling D€yics Grcuit (lDC). A flashing LED
indicat€s lhat th€ moduls is in cofinnunica|is'r with lh€ con-
fol pand. The LED latches sbady on alarm (suti€ct to
dJnsnt limitalidrs m lhe loop)-
GOtp flBllttr
Refer b NOTIFIER dodm€nt number 1*!78, 'UL Usl€d
Compaliu€ Two-Wire Srnoke D€bcbrs br NOTIFIER Con-
H Pan€ls.'
@@,w,
strts cs100
Calitumia
Stab Firs
Marsfral
73(x1-fl)28:168
IVEA
4dF92-E
TheFaePItu
flffisl***9o
nis dcrrst b r|oa ir g||dd lo bo u$d b insfd|||in !| f. lve ty b lq qr
pradl,rcl ifr.nElin rp-|o&btdEr'*. lvo drd cove d lpscft.pditio!! q
anlicb€le .l rq.irgrEG, A| sFo'ffins !s s(.id b cfE Ei r ql| ndir. Fo.
|t|q€ ifr.m-drt cqd.d XOnm. PnqE: (Zx|),€l-716r F li: (aB) aEa-7rt8
@ronrrEF rz qinr-ti|a Roi, rro.oftfd. cd|n€ctir|| 06ftil
tso€o01
Btgirnchg '|d larturli{
aualv s6br crffd bhffi$rd.dFO{IX
EIFEr-
ShdrUSJL
t l{-4&P - Fles r d2
Itsil ltrttoil
The MMX-2 firqrnts b a slandatd 4' squar€, 2-1rS d€€p
junction box. Atemably, lh€ MMX-2 tnay b€ mdmtad b
the SMB-sfi) surfacemornt box. lUounling hardwete and
installalidr instrudbns ars ptwid€d with ech module.
SLC Loop (-)
SLC Loop (+)
Stylo D (-)
sV€ D (+)
SVe B (+)
Style B C)
E
I
R€sot$bA
VDCfomli#,
mgulabd, and
bailory{ad(ad
power sQply.
c)
(+)Mowttirgtl|f
Mttx-z
to a tt, sq[ra,i',,2-1n@jud*nbox
Fi€idlffirturycomec,iu?^s
SPEGIFIGATTOil3
OperatingVoltage:'422-25.6vrc- {,
SErdbt Gr|'tenf (cdtmunicatim line) (SLC): z(npA m/
Temperdure Rango: (rC b +49C (+3trF b +12fF).
RelatY! Humadity Rangc 10% to 85%.
Weigm: O.5 pounds (0225 l€).
lniti.ling Ereyl'tc€ C:irc.tit (lN) - Te''''/inets 6,7, I & g
Vottagc: 16 - 28 VI)c (dpple '|fi) mV RMS maxinrn).
Cunrnt 90 r|A marimum.
IDC Loop lmpcdanc.: 6 ohms maxinxJm.
Supervlsoqr Qfifit 7.O tttA tnaimum.
Iletector Current h Stanfty: Up b 24 mA
Alarm qrrrtnt 20 mA minintn.
Stylo: Styl6 B (Class 8), SUe D (Oass A).
EOL Re3ist nc.3 3.9K ohm nsninal.
Oet€ctor lmp qrnsnt b suficbtt b stsfi€ operalion of
one alann€d d€bclor p€r za|e. Fd compatibl€ delacilors
rsfur lo the cmbct panol dGrmentalbn.
PRODUCI UNE TXFOTNAIIOX
U& O€Fr't,''o,t
fIXt Mmibrl/lodule.
SIBdn Suriace lUottnt Bor
ll02-ll4.oo T€st Magnet
Pry2o'z - Di|{Arl
@xo^T!,#FR
A4ust 27, 1997 ||-lil6
cftlx-2
Control Module
S6ctbn: IntelEpriuAddt€ssaH€ O!vi6
/6^tlrt I\-7
s635
MEA
427-91+
GEXENAT
Th€ NOTIFIER CMX-2 Confol Modul€ is us€d with lh€
AM202O, AFPIO1 O, AFP-4(n, AFP-3{n, AFP-2(n, ad S}$
tem SXD (equipped wilh an Allil-2fi) Modul€) to provido a
single Notification Applianc€ Cimfit (NAC) c Form4 re
lay.
FErtURES
. Builtin typo idonlification aubnalicaly idsnlifi€s lhis d]
vics as a CiiD(-2 b the co.rbol pand.
. Inbmal circuify and rday po,y€r€d dir€cily by trvo{ir€
SLC bop. NAC configuration us€s s€drd loop fur 1.1G.
lifi calim apdbnce poursr.
. Integral LED'bnnks' €adr lime a coflrnrrnicaliofl is r€-
cdved ftrorn lh€ confol pan€|. CThis oplional hahrr€ is
availabl€ on the AFP1O1 UAM2O2UAFP-An equipped
wilh Revisbn 5 or high€r softffars.)
. LED bfink may be dasd€cbd globally (aftds an devi€s)
d| tho AFP1O1O and AM202O €quipp€d with Revbion 5
a ligher soflnam. Standatd oo lh€ AFP.4(X) and AFP-
300.
. High mis€ immuity (EMF/[fru.
. lulay b6 us€d to swilch 24 yolt l,lAC potf,er, AJdio (up to
70.7 VRr6) or td€phd|€.
. Wd€ Yi€wirg angle of LED.
. SEMS screws with damdng dabs for widng €as6-. Dirsci dial d|ry of DECADE addrsss (01€9).
. Builtin mag.relic bst $ibh.
. Speaker, audibletvisual, and tBl€phono apdicalims may
use wir€ Styl€ Y or Z
APPUGrttOf,3
The CMX-z is us€d b switcfi 24 VDC audibl€/visual porEr,
high l€vel atxlio (sp€k€rs), or td€phd|€ ddi(E. n mry
b€ programrn€d b optrate dry contacts fur ds hddds.
Air Handling Unit shutdown, €ta, and to r€s€t four{i]e
smok€ dst€ctor porvor.
coilstRucttox
. The fae dab is mad€ d LEXAT{@ in off-ryhib.
. Contofts indude twrc rotary switches for dir€c-t dial €nby
of DECADE addr€ss (01-S).
. As shipped, onfigumd fof a single Styb Y (dass B) or
SV€ Z (Oass A) |.lolificdio(r Apdian€ Cir.ilit
. May b6 modified in th€ fiold b provita a dngle Fcm€
(SPOT) dry contact
LErA O b e r€gblersd ba(bmart of GE Plastrs, a subsilbry of
G€n€ral El€ctlc Cdnpeny.
*#ilff- <a/>
@ o)*,.'
California
State Fir€
Marsfial
73flXX128:166
ool ls$
frffi"|m"o
Ttis &.rrmqi ie rEt hle||dd b bo ussd ft. hddllin p|r|pc, lrb ty 5 lq qr
prodod inbfl|afn rDffiae rd acor*. lifr carl|d covsal3petbapC(dirlq
anfipqb af rgquilr|rrqG, Al sgdcalqtE ars srtid b chrfgp ri[sf note, For
ru€ iibfirlioc Gdra.cl XOI;:R. P'E|e: (ax|).lE,|-716r FA,C (axt) ilE4-?'tl8
xoTlFlER' 12 Ointonvilb Road, Norrhfr|d, snn€dicur 06472
rso€orlt
EngiEedB 8nd fk||tu|li[
Arany Sy€bm C;trrd b
hbrnstbml $adrd 6'0fl}|
F
l'ad. in UF U-SI.
DF455l - P.g. r dz
TlloFacr Phte
E
I
OPERAIIOf,
Each CMX-2 us6s dl€ of 99 possible modde addr€sses
on a SLC loop. lt respords b r€gular pols ftom th6 ad-
dress€s on a conbol pan€l and Gpo.ts its tlrpe and sl,at s,
induding th€ op€nlnormalrshort stahrs of its Nolificalim
Applianco Ciruit (l,lAC)- The LED blinks wi0r 6adr pdl
received. On oommand, the CMX-2 activabs its inldnal
relay- The CMX-z sup€Ms6 Style'r (Cbss B), or Styl€
'Z (Class A), l'lolificalim or contsol circuits.
Upon code command tom trt€ pand, lhe CMX-2 wil ds-
conn€ct the sup€rvisim and connec{ lh€ extemal porf,€r
supply in th6 pmper polarity adoss the load device. The
disconnec{bn of lh€ supeMsion provid* a pcfi\re indi-
cation to lhe pand that th€ conm r€lay actually turn€d
ON. The exterml powsr supply is ahrays reley isolabd
ftom lh€ cornmunicalim loop so that a toubl€ ddili on
lh€ €xt€mal pow€r supdy will n€y€r int€rf€E with lhe r€sl
of th€ sysHfi.
Rday contol with Form C contacls is obtained by b.€ak-
ing dJ1ru2 tab.
Rolary switches s€t a uniqu€ addr€ss for eacfi module.
Th€ addr€ss may be s€t befu.s or af,er mounling. The
built-in TYPE COOE (rnt settatto) will i{t6nw fh€ mod{tle
to ths control pan€|, so es !o difieGntat€ b6twa6n a mod-
ul€ and a s€nsor addr€ss.
A built-in magnelic t€st sridr is pmvil€d lo dmubb a
short cirf, it on ths NAC b t€sl lhe CMX-2.
Pqp2dz - Ol+.(551
gPECIF!GTTIOlI8
Opcraring Yoltagc: 1$28 VDC (Peak).
Cunent range: 5 mA fur LED latched in Aam-
Stan&y cunGnt 3fi) pA ruximum plus sup€rvisim.
Putsing qrttot 30 mA for 15 mS.
Supervilion currunt 0 1lA OPEN.
lfl] uA NORMAL
2(X) PASHORT.
Conlac:t ratng! 2.0 Atnp @ 30 VDC (rsiistiv€).
1.0 Amp & 30 VDC (indt clive, 0.6 PF).
0.s Arnp @ 11O VAC.
0.6 Atnp @ 30 VIrc (pilot duty, 0.35 PF).
Temperatue nangc: O"C b +49PC (+32'F b +12O"F).
Humidity rangc: 1096 b 95% dativs.
weight 150 gnams (5 oz).
REIIY COilTTGI NAITilOS
Resbuv.: 2 Afltp @ 30 VDC.
Induc'liYr: I Amp @ 30 VDC (0.6 PF).
Pilot Duty: 0-6 Atnp @ 30 VI)C (0.35 PF).
0.3 Atnp @ 110 Vt)c (0.35 PF).
0.3 A'np @ 120 vAC (0.35 PR.
PRODUC' LI}IE IIIFORflAIIOX
CIX-2! ft€@, Intoilig€nt Contol llodula.
A2l4:l-20 Capadh. Required for Style Z operaton of
sxB500
cB 500
.rrto7E.
davioes.
sp€aksrs (check with facby fof listing status).
Oplimal Surfaoe Mornt Badoo)i
Confd Module Batrier - t€quir€d by UL for
separaling pow€r{imibd and nm+ow€a lim-
ibd wiring in the sam€ jlI|clid| bo( as CMX-2.
Or.tu sttfrx :A'for Canadian (ULC) apqwed
@tP
Break off Tabs Jl and J2
to conven ftom a supervised
ind'r=tiry ciranit b a FomC
dry contad odbn.
@xo^Tr,FrER"
ilay 1, 199S D120
LCD-80
lJquid @ysrol DlsPktY
Section: Anruncbbr Ca|trol sJst!|fls
oEtERtL
Th€ LCI}80 is an SGdrara&r, baddit LCD display annu.ria-
!6 for th€ NOTIFIER AM20n, AFP101O, AFP4m, AFP-3(n,
AFP-Zn, Sysbrn 5(m, and S)sHn 5(x) fre abrm confol
pan€b. Up b:12 LCD{18 my be conn€cbd d|b tho tuo-
lvee En-485 po.t The LCD{O hes rwo badc modeE of oF
eradon, Tenrdnaf and'AG$ tnode.
cotnoil FElruRE. 8(H|aredor Uquid Gystal Display (20 cfiaracbt€ x 4 fn€s),
beckfghbd.. Contol swidres tor qrsEn A*nod€dge, Signd Sfenca
dtdsyEnR€66t. Time and dsb dispby field.. Enabb t(€y swidr and phone ja.r( optons.. Cen b6 remotdy locabd up b 6,000 faet fiom |h€ d|td
perd.. Local piezo soundor uith alern/Uoubb t€6ound.. Flushrsurfecerperd rnunt opho.. oplional RPT-185 t€peaerfumtE&tanceend rIfF
bsr of. Oplional transmission over fiber oplil:B (se RPI-485 cet$'
,og st odr.
AG3 NODE
Wh€n op€ret€d in 'ACS' mod€, he LCD{o prcvH€a a 1B-
rmte or local digitel dbday 8nd p.inbr inbrlaoe fo. th€ SF
tem smo and Systsrn 500. For lh€ At#1020, AFPI 01 0, AFP-
400, AFP€d), and AFP-2(n, tha LCD{0 ptovides a waorcd
annunciatio.l capaHl'ty. Individual dev'rcas/zon€€ can be iI}
stall€rdsfin€d b only disday and prht at sPecfic locafio|E
(B(A'ilPLE: A meint€nan@ ome reeiv€s or y no.Fal m
polnt eclivatlo.r6. Theec InputB drH be sump punp m, high
wat€r, bedop AHU fi, kdn Enp€ratule h fre€zer, dc.).
. Ahmllo$b amt. Cusbn .nolfmf m€ssag€.. €uropean optFn: frst abnn/list alarfl alatm comt. Frd+ptograrnabb messag€s fiom CRT or FCompalibb
c{'put€r (n({CDa) Ptogramr.|g Xh rcquircd).. ElA.485 Intefaco: up b &l p€r systsm.. Prinbr ouq|t port RS-232, cdnpetbb with PRN Soti€8
p.inEs.. FsH{rograrunable nrssag€s h nonvohtlc tndmty h lwo
optons: 128 pcfnb, 40 cfiarecbr labds; or 256 poirts, 20
cr|aracnsr bbofs.. lnbnral nonrrdatle dd( ftr fme and dab.. AM2020, AFP1OiO, AFP.I(X), and AFP-3OO '\recbr€d
prlnbr capaHfv.. Can be mornbd h e q/sEr s(xn cat*r€t modub pe*lon.
tEnfiil L moDE
(AH2O2O, AFPI Ot O, AFP{OO, AFP-3OO,
andAFP2(X} Orfln
In TemimlMode, t|e LcD{o fi$mhs t|g AM2oal, AFPlolo,
AFP.|oO, AFP€(n and AFP-An disCays. Up b 32 LCD{0S
q9*xt?
@ffifl.*
LcJ>g)
(shwnwith Atr-1 flusfi bacl6ox)
can annunclab end pmM.re r€mob t€sot, ackn(ixl64g, and
sil€nco of the conttol pan€l fio.tl l€mots locatoaB. Th€ DlA"
1 01 0 end DIA-2020 (Disdey Inbfiece) induds a brminal rno&
driv€r port br LCD{O8 in brminal mode- TheTctilSal mode
po.l is standard on a|€ AFP-|oO, AFP€{n, Itd AFP-2m main
FC,CPU boards.
. DrsdeF devbe rype ld€nttom.. Devbe ard ane c|lstom dphe bbd$. Iime/data and Devi€ addt€sg.. May opetab h addllion b cRlT'. No prcgramming nocossaty. LCt!80 disphys lilF, dab'
end d.rstom messages teeiv€d torn Allzlilo, AFPIOIO'
AFP-4(X), AFP-:XX), o. AFP-aX).
Ihb dGrrEr b rd ilsad b bo it$d b i|sldHi'| F !G6. fb ry b IEP o|r
qodd inftnndo.r rpb-dra. tld Etd. Uh cand covr dl sFdh @lcll'lrE a
artEip.ir dl r€qui.qrsl3 All rpFinGrtq! .|€ s.rtid b .hangp ri[si ndca. tur
nuE itbirtdr cmEd XOT|FCn Pts|c fAB) {8+7161 FAX (2O:l) /${-71rE
@ronrrER' rz cr,u,r b Ro.4 rr rbnt, comdqn .84?2
tso€ool
E gh6€.Lf ard lnul$riE
O|EW Ststsn C..tird bhffi||lSrnddlsoqll
F
lbhurU-Sr.
DrB198 - P.gEld2
o
tcd.lltc LCD-8O In AG3
St8tamSmo$th
osnslmounbd LDC-80
6,000 ftsl mximum ffi ui|B lsuth.
EtA-185
(2 wies)
24 VDC(2wiE)
. LCD4O is 8-1/r' (20.96 c.n) ltagh, 4-3/8' (r 1 .11
on) wite, and 1-3,l|' (4..{5 cm) d€ep.. Up b 32 LCD&s tmy be usod m one EIA-
rt85dufit.
llofE: Mus'tl€w stfrte',frcg|/,,xd 21 vil
Si]nal Sfe/re, ard Fl€s€a slrda$es.. LCt>80 mounts wilh eny CH94 cfiassb sbt. The LcO€o may display all Sysbm 5o00 cir-
cuiti Abrnatdy, it may display up b 192
Al}T2fi) pcirts and lrc rcws d modulee.
El r{85
(2 wi€s)
24 VDC(2Ylilc)
TO
PRN LCDSO
Eta485
(2 ui€s)
24 \rDC(2wir6)
TO
PRN
PRNTER LCD80 LCDSO
TO
PR'{
PRINTER PRIttITEE
6,(m iBot merlrum wlrs l$qth
befw€en esdr LC[}80
Up b 32 LCD{OS may be used in a oo.rlinrrus +
wite loop (v€dfy suffident 24 VDC avaibHe).
Eacfi may haE ACIVSTEP, SIG}{AL SILENCE,
and SYSTEM RESET switcfi€s.
Dtudays all amlog, addressable pcints.
l{o gograrnning fequled br LCI}8|}s.
ABF.I D _ Th€ ABF-1D is a
semi-f, usbnnunt backbo( ior
f|g NOTIFIER LCD{I S€.i€s
Annunciator. The ABF-ID
.rbunls one LCD-80. lt ln-
dud6s en ethBcliv€ smok€d-
glaas door with NOTIFIER
lcy{odc
Wnc/ntnorc,etxotfi:
$15116. (25.24 cr|l) high,
4{A' (11.75 c'n) wir€,
2-1F (6.35 crn) d€€p.
DrreosiorF, IXX,R oory:
10.713. {27 21 crn) hlgh,
6' (15r4 crn) wid€,
0.75' (1.9 crn) de6p.
1
RETATED
PK{CD{tt
cGx-l
opfloN3
Ofi+ine Progratrming Kil fc LCD€{!. Allorvs PC prograrnming messagee when tte LCDSO b used In tte ACS
rnoda,
Cont €rbr Module. RequiGd br bmind rnods operation oar oHer AM202OS orAFPlolOs lhat do not indude
lhe DIA-2O20 or DlA1010 Display Inbrfaces. Also required ior Air2oz) and AFP1010 sysbms wtrich rcquire
a ffiT wi|h keybord. t ses one lCA.{ d|assis slot or lm C}H d|assb slolB.
Sernl-{ush box witr alhmative smokedgbss doc, any koy{oclc
AnnrtKiabr Dr€ss Plab. Aloyrs p€nd mountng d up b four LCD8O .nodul€s in a CAB-X3 Sd'r€s cabhet
Annunciabr Flush Box, $15fl6'(25.2i1 crn) high, +5,8' (11.75 cm) wide, and 24frf (6.:|5 crn) do6p. fr€r
AK$1 k€y-swibh and AP.J-I phone jad( if desired. Cen aleo be mounbd in ABF-2 or ABF4 annurciab.
badooxes.
Deep Surface Backbor (mdints m€ LCD{}).
Keysuibh to enable/dissH€ @nt€le when mortnbd in ABF o. ABS-1 T.
Annundabr Phon€ Jsclc lrounb b ABF flush bor or A8$.1T.
S(}colun|.| S€rial P|lnbr.
ELAi{8{t Wbe Repoabr. Increasee wirc dlstance belri€€n ICD{G.
ElAjlSS Fib€r€ptcs Repealer. Incr€as€€ distance and @nrrsrts ElA.4&5 wire b fib€rcpliG.
.*ml
ABF.1
ABS.IT
AIG.I
APJ.I
PRNSed€
RPT.a8(il
RPT{85F
EIA-?32, 4 uhs
$fretImxirflnfi
EE
EEE]E
t:]
EE
EEtrlE l-l
t-----'l trt
r-----'l Etf---'l Er-1 E:Et-----'l Et
SysEn som, S!,sBn 500, AM2(}20,
AFP1010, AFP-{n, q AFP-3{X)
tltc LCD-8O ln lcnlncl fodt
Tern*rd fro&
Eta4€5(2*€.)
EtA{32 AM2(M,
AFP1(l.|O,Prhtsr
AFP.4{I!, AFP\an,
or AFP-200
PRN Plhbr
LCDqI LCDS! LCD8(}
Teminal Mde E|AF486 rdrfn (2 ui€)
Pq.zdZ - DN-31S8
NOTIFIECF,RE SYSTEAIISA
'|TTUAI
GOT'I' T
Septdnb.r 16, 1SB J-8s
SpecfrAlerl" Series
Horns, Stlobes, ond HornAfrobes
S€dbn: Audbrvbual D€t ic6s
cEltERtt
St|slem Sensor specEAled Seri€3 stobes, homs, and combine-
ton horn/suob€s are UL lsted br pimary signaling in me saftty
systenE and rrieet ADA trtlc mode visibb signalirq rcqd]€mdlts.
SpecfA€rt products Gan be came<led io the alem indbathg dr-
cuit of a fir€ abrm conbol pand and ale cornpalibb with DG Ine
supervidon. Th€ Spec{rAlert ptoduci line mounts lo standard
backboxes ushg a rniversal mqlnling date indud€d with ea<fi udt
An optbnal small toohtinl rnounling plab fits to a singl*gang box.
An accessory backbox skin giws a co6rnelic finish to a 4' x 'l' x
1-'llt ot a t x + r 1-76' $rrfrcmounbd bac*bol At stobe
ard hdn/sbobe fibuntng optiirns ]€qul€ dtt one scterY ata{i-
rnent of ptodud b PlaE.
These prudtc,s al€ design€d for 1 2 atd 24 VDC and ful-*avc mc-
lified unfiltered power. Ful}{alr€ rcdfi€d operaton rcquiEs llse
c rrent lhan DC operatiitn. For detailed dtrent draw intonr|atid|,
consuft the Cunent Draw TableE (page 2). The horvstobe com-
binatio.r prcducts ar€ tacb.y-assen$led with iumper wires lor in-
tandem operaton. For indep€nd€nt witing of hom and stob€, ts
rbve jumper wir€s. When wired br indep€nd€nl Seralibn, fie
strob€ will conlinu€ b run wtrilo lhe hom can b€ sil€ncad. l'loF
elr€G tfte sbob€ must be runnir€ ba hoan b opefiab.
HomS - Th€ Sp€cbAet Serbs homs 4d hom/sffi8 p|o
vide trrc different f eH-s€l6ciable/I€\rersibl€ ton€s, a high'lolf fu(F
s€leciabldBversble sound outsut s€tling (|ox seltng on 2+volt
rnodds only) and a fieH-s€lec{abletteversible Erp 3 pabttl or
non-temporal conlinuous patHn. Thes€ fibk*selectable feafut€s
are accomplish€d using dns and jump€rs locat€d on the beck of
eech SpectrAlert hom and hom/sbobe. An acc€ssory modub is
nd needed b nd(s thes€ field seleclia|€. The horn dt hom/stob€
modefs wiff openat€ on a ood€d povter supdy. Trro* hort -o.*t
mo&lswith "llC'in th*rlrrt mmtfuswill also gryerafo on.
coded porver suppt Th€ hom atrd hornrsbo,be sGtbs ind)d€s
Yv€etherproot rnod€b.
Strobes - Th€ ADA"compliant SpecbAl€rt sEob€s ara €14-
bonic vhible wamhg signab lhet flasfi al 1 tE orer their opefialing
rroltage range. These prcdnans ale avaibble in 2+\rolt modolB at
15, 15f5, 75 and 110 candeh inbnlilies and in 12-volt tnodds at
1 5 and 'l 5|f5 candda inHrsi0€s- Th€ stob€ seti$ indudes ursattF
erproof modeb. SpecfA€rf products feat0re dramelic teducbls
h cungnt Equirqner s.
Sync.Gircuit ilo'dule (llDL) -The sync€irc it Module
is available for syrchronizallto ot strobos and homa and can ByF'
cfironize tuE SVf6 Y (dass B) drurils or one Style Z (dss A)
d'tlril The modul€ can also generat€ a syncfiro,fzed rernp 3 tone
tor Sy6t€m Senso/s Multi.AlertD and PA4fl) hom product3.' The
syndrronlzaton module allorvs the SpecttAlert homs on cornbin*'
lid| hom/stobes to be lilenc€d fi fwu*ire sFbn|s. SpeclrAhrfs
Syncicirqrit Module c'| be daisfciahed for,runide zd|e syl}
cfuonizatren. The module doe6 not op€,ale cn I God€d por,'er $P
dv.
'Fot lluuA&'/l arrd PA,'0O.' StruD€s must b witsd b I a alhtr,,s
$,t@ of p*or (rrqrffi po'/ers,Jpiy).
< Sroll & s5512 (P1215, P1215t5, Prl415'
n41575,Vt475,H21110). S*tt2 (s1215,
S1215?5, S2,t15, S2'115r5, S2it75, S24ll0).
s{olt (}trtnit).
- 95549 {p2,115A P2415754 P,lt75A H}lll0A
s2t15A 94l5t5A S2475A S24l llA).
cs5.8(lr1221AHC2m l.
oRSA4.AY (P1215, P1215r5, >
n115. Ht+1 fl
'
Pi\f A H211 10,
s1215, S,|215t5, S:litl1 s2415t5,
S2/t75, 52,[110, H12l). oD{AZAY (}81?n4).
.m. <
t@)tr --t
Calilo.nie
Steb Fk€
Marslral
7135-121t0:173 (Platr PlA575, P2't1E
P:ltt15|s, Hll75, P241 10).
7125-t 20O:l?r (SlA 5, S12.|575,
s2{15, S2415f5, S2'[?5, 5241 10).
7f 35-l2ft9:f t3 (H 12l24,arc'2t?,l.
< 3t9€6{ (PlBs, P121575,
Prl415, Pz,f 1575. EI/175,
Pilrf l 10, s1215, s121575,
3415, 52415?5. S2/t75,
S2/t110, Ht224, 1{c12,2/t).
Spec{rAh r, S!|f|c€bcutr, and IUU{lrtr af€ tede-
nt€r*s d qFt€tn Sslsor, a dt lsbn of Pintilay CrorPdalin.
MEA
Thb (hrrtst b noa alsd€d b bo usad ft. inslalbfin pr|]pG. uae tylo l(..9 €r
Fodrcl irrbrnafc| rFffiad etah. l'lb cand oov€r Cl lpscft applctlitE s
a airqb al rEad|gtEis. A, spEificatqE a.e srti€d b .nat[o riou.a tdi(t For
t||d€ inlbmdix|, cq|H XO|TCR Pfut: (ZXl) aa+7161 FA)C (203)'|a4-7llE
I C)fl Fl ER' One FrF{-{. PlD, t{ororb{, Connodiot 0e{72
lso-$nl
E EirE titE and l'l'rut ttlitr
Arany Slsbm Crtrd b
lnbnraliold Sbrdad [Kl.gtrt
E
lld. in t|l U-St-
tt{-5&}9 - Pr0oId6
"\lFFnl:\lnF\l? TFrrrT\r^ 1
rtlUEiCNLCd r iC0l i.ltu a
IIISPECTIO}I SERI/ICES IIIC,
12084 VASEET{ CT.
coirFER, GoLmAm 80433
(303) 674-7560
Paga I of 3
OBSERVATIOI{ REFORT
Client: _-,!.T. Belqa & Company ITIS Job
Location:
No. 082100 oate:10- 10-00
Project:Antlers Condominium Remodel Vai'l Col orado
Inspector:George Schwandt
This 'report package contalns lnformat'lon concernlng speclfic tests and
lnspectlons of structural steel reldlng, structural boltlng, structural sprayedfireproofing, andlor nondsstruct'lve testing. Only the forns approprllte to the typesof tnspectlons and tests conducted have been prepared and are enclosed.
The speclflc crJteria utllized in judging the degree of confonnance for each areaof inspection 'ls contained on each lndlvldua'l lnspectlon forn.
Also included ln this inspactlon package nay be ITIS' 'Llst of 0utstanding
Discrepancles (O.0. Llst)'. The 0.D. Llst Hlll be consccutlvcly nunbcrcd throughoutthe duratlon of ths proJect for each page lssu6d, as rl1l be the dsflclent ltms
contalned ln tha ltsts.
If there areto contact ITIS 8t
tny questions regarding th€ content of thls ngpor"t, please feel free
your conven'lence.
//;
David L. Sturgeon
President
IGID Certtfled
Lgvel III
Alls QC-l
DISTRIBUTIONS: Antlers Condominium Association
J.T. Berqa & Co:, Inc. - Attn: Hr.
Casson Euilding Corp. - Attn: ttr.
Havekost & Associates, PC
Redwlne/Rezian
Jack Berga
Joe Casson
Inspector:
Fi el d l{ade I'Je i ds :rrsru r16ge elos: tr thnn
TJDe of ttetcs lnspffiioii
I5)EF:NDENT 7/ESTINGO
INSPECTION SERV]CES INC.
12084 VASEEU COi,;,
coN tFER. COLORADO 80433
(3031 674-7560
page Z of 3
FIELD II{SPECTIOI{ REPORT FORH
INITIAL VISUAL II{SPECTIOII OF I{ELDII{G
ITIS Job No. 082100 Date:t0- 10-00
l4ade l,le'lds :
ro0ve 0therIlr"I-!:lpo::Tj9lIll'itg.ttreti3!E?t.a-t"iari*JJi''i'mweld, embed, cold formed, retat-siuAi,Appiicabie Code or Standard:
Level or E'levation:
Grid line'location(s)encomPass
P'l aza Ie to concrete embed
- 6 lines nspection or tests: From
Grid
line from G - G.2 lines
---:--- !Provi de
ril:::^r:rlsned, "Fu prerixe^d o.o. iiem-numuer inJ o:ii:-;.e; number. Attach thereferenced 0.0. List.' Qn e.e rine irom c--'s-i:riJi,'ui"'iii'rlli *irali"ii
Level or Elevation: p'laza Level tcii i' r ii.-iiiliieli i'
PpJll!1-ll.lsned, "Fu prefixeo=0.0. iiem-nunrer ana 0.D.-page numuer. Attach the
Georqe Schwandt
AREAS OF INSPECTIOI{
referenced o.o. t-rst.' _ rhe reaqe insie"hi'sln"i'i-".i'firi;;-dffi;botton side.
ten F-2,
Level or
Grid line E'l evati on :
1 ocati on ( s encompas s i ng nspecEt0n or
priate' assioned nFn prefixed 0.0. iienr-numuei ;il b:d:-;age numoer. Attach thefgfgfgnCgd 0]0. tiSt. The ledoa rnrrla tc nni r{lta* .-r,r^r ^- .r-- L^^r-- ^,J-rc u.u. Lrst. The ledge angle is not filIetyilied on the bottom srde.Thi. h.t b""n "
-5 From
!911ininS condi'r.ions not listed as 0.0. itenrs yere found conforming to the statedcri teri a .
IIIOEPilDilI TESNilG I
IilSPEgil0t SnllIC$ ilC.
12084 V SEET fi.
cflIFER, CO 8(Xit3
(303) 071-7560
Page 3 of 3
LIST OF OUTSTA'IDIIIG DISCREPATCIES
L0CATI0N Antlers Condominium
IIISPECTOR Georqe Schwandt
JoB !r0. 082100 DATE 10-10-00
0.0. LIST PAGE I 0F On-going
DATE
REPORTED
ITEII
lto.
OUTSTAI{DING DISCREPANCY DATE
ACCEPTED
PI.AA LEYEL
10- 10-00 F-1 0n G.2 line from 4 - 5lines - the ledoe anole
to the concrete enbed plate, f illet rclds are
under length on the botton side
10- 10-00 F-2 0n 4]ine from G - G.2 lines - the]edqe anqle
to concrete embed plate connection is not
fillet rclded at the botton
10- 10-00 F-3 From G.2 to G.8 and 5 - 6lines - the ledge
angle is not fillet welded at the bottom slde
to the anchor bolted olates
I}IDEPENDEI{T TESTI}IG &
it{sPEcTi0l{ $ER'llcE$ INC,
1208/t YASEBI gI.
ootIFER, ooLOR m 80433
(303) 074-7500
Page I of 4
OBSERVATIONI REPORT
Cl ient:,1.T. Berqa & ComDany, Inc._ITIS JOb
Location:
r{o. __@!L Date:l1-14-00
ProJect:Ant'l ers Condomi ni un/Remodel
Inspector:George Schwandt
Thls report package contalns 'informatlon concsrning speciftc tests and
lnspectlons of structural steel 16ldln9, structural boltlng' structural sprayed
fireproof,lng, andlor nondestructive testlng. on'ly the fonns approprlate to tho typ€s
of lnspections and tssts conducted have been Orspared and are enc'losed.
Tho speciflc criteria util ized 'ln Judging the dsgree of confonnancg for aach arsa
of lnspectlon ls contained on Each lndlvldual lnspectlon fonn.
A'lso included in this lnspectlon package nay be ITIS' "List of Outstandlng
oiscrepancies (0.0. List)'. Ths O.D. Llst nill be consecutlv€]y nnbered throughout
the duratlon of the proJ€ct for erch page lssued, 8s tlll be the defJclent ttens
contllnsd tn the 'l 1sts.
If there are any gu€stions regardlng the content of thls report, please fsc'l free
your conv€nlonce.
ICBO Certtfied
Level III
AIS QC-1
DISTRIBUTIONS:
Drvid L. Sturgoon
Presldent
J.T. Berqa & Company' Inc. - Attn:
Antlers Condominium Association
Casson Building Corp. - Attn: Hr.
Havekost & Associates P.C.
Redwi ne,/Rezl an
Mr. Jack Berga
Joe Casson
IT.EPENDENT TESTING
'12084 VASEEN COUBT
coNrFER. COLORADO 80433
(303) 674-7560
Page z of
FIELD II{SPECTION REPORT FORI{
INITIAL VISUAL INSPECTI0N 0F IIELDING
Inspector: Georqe Schwandt ITIS Job No. 082100 Date: 11-14-00
Field l.lade l{elds: X Shop Hade
Type of tte]ds InspffirooveT1peofComponentContainingtheIiliEEted'Je1d_1jEcoIumnffi
weld' embed, co'ld formed, meta'l studs, etc.): Precast welded connections (PC
Appiicable Code or Standard:AllS D1.1 and
AREAS OF INSPECTIOI{
Level or Elevationl Plaza Level PC wall oanel to concrete embed olates
Grfd line location(s)
3 line from D - E,8 lines
Provlde a cr:tique of noted conditions of nonconformance. Also include the appro-priate, assigned nF" prefixed 0.0. item number and 0.0. page number. Attach the
referenced 0.0. List. 0n 3line at aooroximate'l v D.5 line the connection is
-- nqt completed due to
E'levation: Plaza Level Ledoe anqle to concrcte embeds and PC (completel
l ocati on ( s
from A - C lines
Prov o-priate' assigned "Fo prefixed 0.0. item number and 0.0. page number. Attach the
referenced 0.D. List. llone noted
Level or Elevation: Plaza Level PC rall oanel to colunn
Grid line location!s
5 - 7 lines at 7'-04" west of A 'line
Provrde a critique of noted conditions of nonconformance. Also include the appro-priate, asslgned "Fn prefixed 0.0. item number and 0.0. page number. Attach the
INSPECTION SERVICES INC.
l.Jel ds:
0ther
Level or
Grid line
rcfercnced 0.0. List.llone noted
Rdmalnlng conditions not listed as 0.0. items rere found conforming to the stated
crlterla.
IIIEPENDENT TESflNG o
INSPECTION SERVICES INC.
r2084 VAS€EN COURT
coNrFER. coLoRAoo 80433
(3031 674-7560
Page 3 of 4
FIELD I'TSPECTIOT{ REPORT FORII
INITIAL VISUAL INSPECTIOII OF XELDING
inspector: George Schwandt ITIS Job No. 082100 Date: l1-14-00
Fi el d l.lade l{el ds : X Shop l'lade llelds:
Type of l{elds Inspffiroove 0ther
Tlpe of Component Containing the IiTFE?ted t{eldTiE
weld, enbed, cold fonned, metal studs, etc. ): lfr
column, beam,l-rdEi, moment
App'licable Code or Standard: Al{S Dl.1 andTF6
AREAS OF INSPECTION
Leve] or Elevation: Plaza Level PC wall oanel to PC wall panel
Grid line location(s)
7'-04" west of A line from 5 --7 lines, and on 3line from D - E.8 liiEF
Provi -priate, assigned "F" prefixed 0.0. item number and 0.D. page number. Attach the
referenced 0.0. List. None noted
Level or E'levation: Plaza Level PC columns to PC
Grid line location(sA-Dand3-5lines
Provide
priate, assigned "F" preflxed 0.0. item number and 0.D. page number. Attach the
referenced 0.0. List. None noted
cast velded connections (PC
Level
Grid
or Elevation:
line location(s
Pr-
prlate' assigned oF" prefixed 0.0. item number and 0.0. page nurnber. Attach the
referrnced 0.D..List.I
Rdnaining conditions not listed as 0.D. items were found conforming to the stated
crlterla.
IIIOEPS{OilI TESTIilO E
iltsPtcTl0t smvlc$ illc,
12084 V SEEil Cr.
OoI|IFER, @ 804it3
(303) E74-7500
LIST OF oINSTAI{DIIIG DISCREPAI{CIES
Antlers Condominium
Page 4 of 4
LOCATION JOB rO. 0821n0 DATE ll-14-00
O.D. LIST PAGE OF 0n-goingINSPECToR George Schwandt
OUTSTAIIDI}IG DISCREPANCY
0n 3 line at aoproximately D.6 line - the PC11- 14-00
wall oanel to PC wall panel is not attached
to the embed olate.
06/28/2000 08:0J FAtr 9704788 616
o
PEAT LAND CONSTJL @or
PEAK I-AND CONSULTANTS, INC.
PEAK I.AND SURVEYING, INC
PEAK CIVIL ENGINEERING, INC
9|0{764.r FAX m4re-6r6 rm UoN's Rloce LooP vAlL. co 0167
FA)( TRANSMITTAL
IO: Colorado CooErer Aidcd DesiP DATE:612&00
FIOM: Tin Grgon
toB No.sn
Pagcs to,Follow 0
lITlV; Olco l.{iles
F'A-Y: po3)94*2229_
nE: AnucrsCo
Joc Casson (303) 58G8269
i
Per yoru request wc have rwiery€d tbe prOposed design for &e elorator pit srntp. We
Wi acSgn€d the foundAion drain arourd &e pit wftictr slrculd bc "clean' efluem ard
can safetiUe joiocd with thc stormwster syst€o- But the denrtor pit discharge shottld bc
joined with the sanitsr)' scwer. Therdore it is our understrnding that this is e plurnbing
iszue wirbin the brxfding. We generdly ooly design the ss/er otrc€ it leaves the building.
If tbe plan remainr as is we bave cooc,efns thrt the l8-x24' fibcrglass basin will require
ongoing msht€nsnce, compared with a zump that has an outlet.
Ptcsse fEel fiee to contsct us if wc can be offiuther assiststrc€. Thank yotl Tim
Cc: Rob Levim, Antlers 47fl146
NeEl Kim;L KimelEngineering (303) 322'8633
, , \.";'
07103/2000 00:55 FAI 970{7EEE10
70: nPn E:roenting
,{llllY: Chris?
F,{X: 92fi23tt1
PEAtr IJND CONST'L
I
091 e'
PEAK I.AND CONSUUTAT.ITS, INC.
PEAK I.AND SURVF'ING, INC
PEAI( CIVIL ENGINEERING. INC
970{r8€aa FAxg70a7l€lt l@Ll00l€ RlocE tooP vxl- cct 8167
FAX TRANSNilITTAL
DllE:lIJl&
EROfe linG.lrut
JODNO-W9
PqumFollov:O
RE: Antlgs Condomiuinur
Wc reccntly zupplied you with a CAD f,lc for prr ube h biddlng the road constnrction
improrrcmcrns oflions Squarc Loop in coaluncioawith the Afil€r's Condominium
i4rovrocnts. We waated to reitcrarc the ecl &d by stppl$Dg ]rou witb rbcse drcs'ing!
wc do not $rartnlcc thcir acoracy for earthwort crlculuions or oth€r qu8ntity tsl<coft.
Ifpu chosc to do so louwill bc doing it c yolr om tislc
Please call us if we can bc offirrdrer assistancc. thapk you" T"rm
Robl.eline l&t]rrs47ill46
Joe Caseon (303) 680-8269
Cc:
PEAf, LAND CONSUL @01o7/O3/2000 09:.40 FAX 9704708 616o
IO: Aolcrs
lllllV: Roblrrrir
FilC 4764146
PEAK ]-AND CONSULJTANTS, INC.
PEAI( IJND SURVF/ING, INC
PEAI( CIVIL ENGINEERING, INC
,*n6.g,r FAX 9?D{7681S lm UO 'S RIDGE LooP vAlL CO 8l5t
FA)( TRANSMITTAL
DATE:1|1|(fr
.EROM: Ti4Cagnon
JOBNO.|W'
Pq.s to'Follow: I
RE: AnleaCondmddtn
I have nrpplicd thc Tovm of Vail with th 8tt&b€d drawing - a detail for the wood
fetafuing ;aI and concrEte watk for the north side of Lionshead Place. In order to
appsas€-thehrblic Worts Dcpartnmtwe beve done,tbis dcsign omewhat hastily' We
would appreci4e it ifyou could have so6eone with more of a smrctunl ocpcrtisc fi.e.
Rcd\piocnalzian) revicw our &sig. We would like their rsyiew and commeors ia
*riting. Pleasc lA rs lnow if we carr contact R& R for their reryiew. Thank yog Tino
0?/0t/2000 00:40 FAI 970{768610 PEAf, I.AI{D CONSUL @oz
J
=ulrJ(D
F
>- (,
Y.4
=aUJea
tdF
u.Juozo
C)
?-\- o
IJF
UJE
C'zoo
o
LrJ
e&
ffie{2.*E
tr.lEE
=ffOF
6-
EFE=
I
I
I
i+
ir
=x
*
=
ix
3o
ll-'z-N= :
I
(T .u)---, H z/LJl
aEZ.a
=v)yZ.
H9
=F2
oo_
LrJ Lo?5
=HtrYF>*FoE; io>
fiS *o
H. F<$<o9+*@
J
l-t-Y(J
tD
\t()oE.
ord
a
=
cll
I
N
I
EfiE
gEE
-$':$
lllD lo
Ir l!
E A
iac tt
09/2L/2000 L0tg5 FAtr III{D CONSUL
i
PEAK IAND CONSULTANTS,
PEAK LAND SURVFNNG, INC
PEAK CIVIL ENGINEERING, INC
gnornE{€4a F x crHfo{61e lo0 uoN's RIDGE LOOP VAIL CO
i
FN( TRANSMITTAL
I
I
DATE:9fi2lJffi
FROM: Tim Gagnor
JOBNO:8o9
Pages to'Follovt:0
970476E616
o
kg ol
lNc.
IO: Aillers
17fi: Rob Levirc
FAX4164l&
RE: Antlers C.ondominiun
Tom Kassmel has recently contacted us to fpr scatus of the road imProvemeots to
Lionshead Place. It is our understanding tha thc Town ofVail will allow street
constnrction only until October I5'. Ilave you received the oosts you were waiting on?
Do we plu to still comptetc the full road constnrctioF fitis fdl? Tfnot, whc is our
proposed temporary design Gfthe existing pavernent is not lowcred itwill create a steep
grade tlat the TOV may not accept)? Please comact Itm or me 8t your coil'eni€nc€.
Thenks, Tim
.tii l :
nLrg 22 OO 1O:31a
Fug ?2 OO 10:lla
HavekostlrFlssoc i ates, P' C'
Bob !uine
303 863-O661
r -s?o-zOo?22
p.1
p.l
R€dwins-Reizian Inc
Structur!l Engnoors
MEMORANDUM August 22,2OOO
TO: Dan Havekost
FROM: Bob Redwine
SUBJECT: AntlersCondominiums
On Augusr 18, 2000, the post-tensioning crews discovered that l0 out of 23 strands rvere
mis.sing in the north/south banded sftands at colunn line G.3. This is a very serious
omission. I havc rcpcatedly askcd for a special inspector to be on site as rcquircd by the
buiftJing code: I am not aware of any spocial inspection having been pelformcd on rhc posl-
rensioning stmnds. I Ulked to KLG and HP Geotech on Mooday morning - neither firm
pcrformcci special inspection of the stfaDds. oul ftrm lus already spent 34 timcs our
budgeteO amoutrt tbr itrucrural observations try ing to observe as much as possiblc lor this
tirst P-T pour
It is most probable that a sectron of the slab near the missing strands will havc to be
demolished and recast correctly. Our office is exptoring solutions at this time.
No post-tensioning strand$ are tO be cut without our approvai. No fufure concrete pours are
ro otcur without full special iDspection repofts in the hands of the suuctural engineer.
We rcquest that CBC submit tbeir proposd plan tbr special inspection for the remaiuder of
the project as sgon as pgssible tbr our review and approval. As a minimum, the special
inspccrion plan shall include the following for each item requiring special rnspection Per our
letter ofJune 5, 2000 (anached).
1. Nameofspecial inspcctioncompany
2. Suuctural components the sPecial inspection company is responsible for
3. Detailcd list of what the special inspection firm will inspect
In my memo of August to, 2m0 (attached), I recornrnended that a special inspector be
cont;actcd inuncdiatcly to perfonu daily special iospectiofl of nc P-T standS, and shted thal
our office will not approve the P-T pours without a specid inspcc'rion report'
lf we need a meetiDg to make sure tbis information is pcrtbctly clear, let me know.
End of memorandum.
encl. Lener of06/05/2000; Memo of08/10i2000
cc: Joe Casson CBC/site !
(zqe)
01 50 Eost Bclvs. Croek Blvd.. Unit 204A
P.0. Bor 8009. Avon. CO 81620
(9701 748-071 1 phon€
$7Ol7aA-D722 tat
glzzloo fx*Wy fe Jtqr.ffiFqh txv &ob SGVt*e
15'15 A.apaho. Stroct, Suit€ l3O0
Dcnver, Colorado 80202
13031 575-9510 phone
13031 575-9515 tt:
l Rug 22
Flug
OO 1O: 3l a
22 O0 1O: l2a
Havekost*Rssoc i at,es, P. C.303 863-0661 p.2
P,3L-s7oe)-o722
August 10, 2000
Bofaurine
Redwine'Rsr2ran Lnc.
Strtlctornl EnOrneorg
MEMORANDUM
FROM: Bob Redwine
SUBJECT: AntlersCondominiums
Post-tensioued strand and mild steel placemeut
on Tuesday morning, August E'h, I nntle a site visit to observe progress. During that site
visit, scveral qucslions rvere raised concerning post-tensioning sEand placement at the beams
around tirc crane openng and the ramp. Since Tuesday, I havc been concentratillg og
helping the general couractor with thesc issues. Unfortunately, this focus on the beauls lras
not allowed me to review basic tendon layout issues.
On'l'hursday afternoon, August 10'h, I visited the site about 4:00 p.m. and waiked tltc upper
parking tloor slab for about I hour. I noted maly deficiencies which ale enumerated in lny
tield observation of that date. I recommend that a special inspector bc contacted
immcdiately to perform daily special inspections of the P-T strands for thc remainder of the
pours. I do uot havc enough time to stay up with the steel placers, aud it is not my
iesponsibilitytodoso. InmylettertoyouofJune5,2000,Istacedthatthebuildingcode
requires special inspection of mild reinforcing aod post-teh-iorLing rcinforcing prior to
pouring ,ri con t"t". To my knowterlge, none crf t.his has occurted ur date. There is a lot of
icwork to rlo on the first pour P-T and mild steet placement that would not lrave occurred if
a special inspector had been on-site tbr the last 3 days.
Late today, I received a call from Paul Waltman requesting a slab inspection for Friday
morning, August llh, 2000. This inspection needs to be made by a special inspector; my
observalion of today satisfies our responsibilities regarding this pour. Our ofhce will not
approve the P-T slab pours without a special inspcction rcPort that verifies dre post-
tensioning strand profiles and mild steel placement.
End of menrorandunt.
TO: Dan Havekost/Havekost t- Associates
cc: Joe Casson
99109
CBC
15'l 5 Ar6pahoe Str€et, Suite 1300
O.nvo., Colorado gO2O2
t303) 575 9510 phon€
(3031 575-951 5 f.r
Ol50 East Beavs. CroEk Blvd., Unir 204A
P.O. Box 8009, Avon, CO 81620
1970) 748-0711 phon€
19701 748-0722 trx
PET\I( I.AND CONSULTANTS, INC.
PEAK LAND SUBVF/ING, INC.
PEAK CIVIL ENGINEERING, INC.
970476.8644. FAX 970476-8616 . 1@ L|oN'S RTOGE Lmp . VA|L. CO 81657
Letter of Transmittal:
ro, Qo[ofado fltar*Lmn,
$Pate: 1
Ioh #' aAq I
We are sending you:
Delivered overnight l\/{ail Trvo Day Mail Fax pick-up Modem other
We are sending the
following itens:
Reprodrtions
Spec'ifications
Copy of Letter
Cbage Order
Samplet
piskc
Other
Copies Description Date
These are ,, ..-l
transmitted: ::,
For Approval
As Requested
Reniewed
---For Your Use \
./
\rfrilIEwul
Commcnt
For Your Rccotd
t'tJ ctr-^ D r i Lhg--q_t-,rl?-sloD
Remarls:
Signed:
PEAK I-AND CONSULTANTS, INC.
PEAK LCND SURVEYING, INC.
PEAK CIVIL ENGINEERING. INC,
97a-47 6-8644 ' FAx970-+76-8616 . 1000 LION's RIDGE LOOP. VAIL CO Bl6s7
July 28, 2000
Colorado Deoartment of Health
Water Quality Control Division
WQCD-P-82
4300 Cherry Creek Drive South
Denver, Colorado 80246-1530
Attention: Permits Unit
Dear Sir or Madam:
The following report is for the permitee, Continental West Constructors, permit
number COG071105, at Antlers Condominiums in Vail, CO. Enclosed is the
completed Discharge Monitoring Report for July 2000.
Sampling and analyses for the required parameters were conducted in accordance
with the permit conditions. Flow measurements were determined by calculating
volume of water discharged during a finite time interval. AquaGhekil tests strips
were used to measure pH. Visual inspedion for oil and grease was performed on
site for presence of visual sheen. Analyses for total dissolved solids fl-DS) and total
suspended solids ffSS) were performed by Caroline Byus and Tom Thompson ftom
Eagle River Water and Sanitation District. The testing methods applied for water
samples were 2540 C for TDS and 2540 D for TSS. These methods are found in
Standard Methodsforthe Examination of Water ardWastewater, 19th Edition.
Recent field observations indicate that two additional discharge sampling points are
cunently in service. These additional discharges were needed due to interim
construction methods. They include a 12-inch comrgated metal pipe, located at
southwest end of the site, and an 8-incl'r PVC pipe that is located at the south end of
the site. Permit violations of total suspended solids have been recorded at both of
the sampling points (refer to the follcnuing page for a summary of violdions). Also
described on the following page are causes of the noncompliance and conective
actions taken to remediate the condition.
I
The previously specified samplirg and monitoring point at the southeast end of the
site is expected to be in permanent service folloring completion of the Antlers
project.
A table shovrring water sample information is provided herein. Violations of permit
requirements are summarized on the following page.
Romeo Baylosis
E.t.T.
Cc:
Rob Levine, Antlers
Joe Casson
Continental West Constructors
oR=€ 11
ge D'r"t"Ia
g,_
EgE
H*8
.cry
3 D;x.k"'Xu
/^ /1 A I T-)UALL
SUMMARYOFVIOIATIONS
A violation of maximum TSS ocdned for Sample 2 taken fom the South discharge
point on 7l12lOO- The cause of excessive TSS was attributed to the partially buried
discharge pipe. During pump openation, the pipe discharges water which causes
particulates b be resuspended in he sampling area. The contador provided
corective ac*ion by exposing the outlet of the pipe and installing additional filtration
media dcnmsfuearn of the sampling point.
A violatim of maximurn TSS ocored fur Sample 3 taken ftorn the South discharge
point on 7l19lffi. The cause of excessive TSS was undetermined. Test results for
Sample 3 taken from he S discfnrge point on 7l25l01 were within the permit
requirements.
uJ
F
aI
q,
o
(,
E
co
bq)
.o
(D
olcl('
lrl
.E
o
ct
G)
E
oL
o-lll
:rl
iJ
I
.(
',J
J'
6'
o
E
o
o
€6
o
5
z
t'|.oze
zs
x
uJ
z
.9
cl)
o
_tr
:o-o
o
"o
6_0,
.u,
F
z
>x9;'
o-
<z
==|.Eo
3
uJq
Lo<
v=YX
<Gzu
=rctDz
)x cE;o
i=HO6>Eul2At<EE<
=oOU|
z
tr
z
.'
tl .{ ,--t
. -': .<
f <.-9R "..-}Y
s-
:-d
!9,.
* -.t
; --,5 ,r -
3 '':-S--:: -.a-,\-a
o-..
;i<*
<.:-',.z.)'-.
q.l :-t '.: '.9J - (/'-u>
EEHo-z <
oo
Eulr(,
=Go
E2o
=
o
=
ul -.
Ir
fi
=
t!
E 0cq olololqololq q:qqr:q:
Cl (o@ (l,@(('(o@(C'F. F-t\t\FFt\Ft\
(oooo'rf co6 N@o(c'ocoo$,r-*(O€C'O{ OIOOFOO€OOF F FFTO I-rat F|lt O Ct O*Fral
n rr B€€A€€€ rBEA€€€€ri ii QPPRFRR QQSSggRRF (o(o (odd6dd6 FFFFFFFF
oo ooooooo oooooooo- aa aaaauraa aaa@aoaad == 33333B3 B33333=3trtr. tt Etttrt v.E.trttrtrEx.ut uJ uJ uJ tu r! ul ut uJ uJuJ t!uJ utuultJ
,qqqqqq
Nu)UtOOIO
-e(\I(\lc)
orato rDo,^o r.lo o|lrtrroou'q! q!: Y? IiiI r 9!: r {1:9 Y?
-ttrl!@^iO NNCt(vtOFClTNIF FIFFF -F FF IF!FIF!F!FF
ut
E
H E€ S€€€€Q€ 888€EE€€3 g- BSSss.eS SRSSSSSS
o
att(u lrJ rJJ u ut uJ uJ ut lLt lrJ u ul trJ uJ llJ uJ u uJ9 ZZ Z Z ZZZZZ ZZZZZZZZo oo ooooooo oooooooo= zz zzzzzzz zzzzzzzz
o
::',
":.:l*br-a-h.j9
,:: :
,':.:
lFo. oorogogo 9o9o9999
tE-* lridF9"i3"t P"tR"iP*PP
E
H at 7,;ea6
ot9r*
".i 3 .i
uto:9
F!f
o
:. ':,:..,:i,'aaorbb.tior-s;F,ocro
FFvFF(\F
';.',,.
oJoocl ot rt (\lF E€@
:1,
o{x<o
P B*a
,.:,
!
E^
EEs' GL>Eto-
lt
.F(!6
c
Eoo-o
t
utJo.
Ur Fo.iq<
aoqtr
?g
c)iFNc){Nc)F(\l FFOlF(\|drt
PEAK I.AND CONSULTANTS, INC.
PEAK LANO SUFIVEYING. INC.
PEAK CIVIL ENGINEERING. INC.
S70-476€644 . FAX 970-476.8616 . 1Ooo LION'S FIDGE LOOP. VAIL. C0 81657
August 25. 2000
VIr. Rob Levine
General Manager. Antlers
608 West Lionshead Place
Vail. CO 81657
Antlers Condominium Addition - Frank Pierotti Issues
Dear Rob:
In the past few weeks we have had several phone conversations regarding the concerns of one of
your homeowners Mr. Frank Pierotti. You have also generated several letters in response to Mr.
Pierotti. I believe Mr. Pierotti has some valid concems and previously I recommended that the
structural engineer and geotechnical engineer review the issues.
On Friday August 18, 2000, I was contacted by Bill Houlette with Koechlein Consulting
Engineers, Inc. (KCE) reguding the *Pierotti" issues. I was very surprised to hear KCE, the
project geotechnical engineer, only first lecned about these issues on Tuesday August 15, 2000.
I believe that it is critical that KCE review this matt€r.
Last week I recommended that a meeting be called with the key consultants (strucrural,
geotechnical, architect, md Peak Civil) ad the contractor. I believe this meeting is needed to
ensure that everyone understands the issues.
Please call me with any questions.
Sincerely,
/-lhh
Jim Ellerbroe( PE
Presideng Peak Civil Engineering Inc.
PEAK LAND CONSULTANTS, INC.
PEAK LAND SURVEYING, INC.
PEAK CIVIL ENGINEERING, INC.
970476-A644. FAX 97o47ffi616 . 1m LION'S RIOGE LOOP . VAIL. CO 81657
September 6. 2000
l\,tr. Rob Levine
General lvlanager. .{ntlers
608 West Lionshead Place
Vail. CO 81657
RE: Antlers Condominium Addition - Storm and Sewer Drain Svstem
Dear Rob:
This letter is in response to the concerns raised over the sanitary atrd storm sewer exiting the new
addition. We have reviewed the iszues and have the following comments:
l There is no other feasible location for these pipes other than those shown on the plans.
Every attempt was made to keep these pipes out of the "bearing zone" of the fourdation
above.
2. With proper installation. pipe bedding, and cornpaciion. wc beiieve there is little
possibilit-v of these pipes breaking or leaking. The pipes will operate under negligible
pressure (ifany) md ifa leak or break should occur I do not expect a cavern or soil
piping to dwelop.
3. Peak Civil Engineering Inc. defers to the project structural and geotechnical engineers
for matters regarding settlement potential or other sEuchral issues.
Please call me with any questions.'7iltuL
Jim Ellerbrosk PE
President Peak Civil Engineering Inc.
Jun 02 OO 05:18p Hsve t)tRssoc i ates, P. C.303 863-0661
Koeehlein
Consultir
12t6llW. ALam€d
LAK6,',@D
(3031989.1223
(303) 9890?04 FA"\
kos
o
p.1
SILVERTHORNE
(970) 468.6933
(970) 468-6939 FAX
June 2, 2000
Joe Casson
Casson Building Croup
15630 East Hinsdale Drive
Englcwood, CO 801l2
Subject: Underslab Drainl Systatn
Gravcl Rcquircmcnt
Thc Antlcn at Vail
680 Wcst Lronshcad Placc
Vail, CO
Job No, 00-060
'Ac.requesred by Danicl J.- Havekost, we have studicd the plans for the floorslab underdrain
sys(cm as wcll as visitcd,thc rubject site on several occasions. Wc hsvc bcen askcd to pro vidc an
opinion about thc requireinant'of providing a 4-inch laycr of gravel below lbc slab.
Thq water app€ars to be entcring the excavation at multiple lcvcls. This is likely due to l<,cations
of finc-gnined soils allowiltg thc water to 'pcrch' at varying elwations. The volumc of 'ratcr is
significant on this sire.. P'urnping is requircd to lower watcr lcvcls io accomrnodatc cxcavation
for footing constnrcdon. Wc. have rlso discwscd thc dnin systcur wirh Peak Land Consultants,
Inc.
The site has been cxcavrtcd significantly. Bascd on our current knowledge ofrhe site rnd thc
. dcsign.assumptionr'for the diain systanr, it is our opinion that gravel should bc providal bclow
the slcb. Thc gravel will providc e path for lhe wrtc cntcring thc subgrade soils to migrrtc
toward thc drain systcrn- .It is our un&rstanding that.thc systsm wrs dcsigned to draiq lhe
underslab soils by colhcting wrtr flowing through soils immediately bclow thc slab. Wc do not
. b"li"r. thc wator witl adcquafcly flow tlrough thc natural on sitc roils. Wc also do not bcliwe
thn thc foundation dnins \yill intcrctpt rll of thc groundwatcr that may bc cncountutd long
tcilr tt this sitc.
Cobblcs and bouldcrs encoirntcred during crcavrtion at lhis site will rosult in rough strbgrade
. surficc for flab-on.gndc construction. The gnvcl laycr will be rscful in crcating a snooth
const$ction surface.
AVON
(970) 9'19-600{,
(970) s4e-9223 FAX
Post lf Fax Nole 7671 ol" L/2_. ld!Bt*> 2-
" f{ob l<Ui, e ^^ &a ,4aue/e.,sf
tuJDspt.
Phanc *Phone ,
Fat I Far I
Jun O2 OO O5:18p t,:tHcsociat.s' P. C. 3O3 8 63-0661
o
roBCrfiEN AONS! Lttlto Sttt6ruE/r'ls, In
C oat tltis i G t ol c c h alcal Bagist ott
'Thg4.inchSravclla'Gr*ouldbcpfovid{r'rgco$|mcndpdbytbourrdcrslabdrrinsyrten
. we apFeciste thc oppo4rrniry'to por/idc thic wrvicc. lf wc cra bc of f,rrther scnricq pl3atc
Havc kos
o
?.?
'foc.Cr*oo
lunc 2, 2000
Pagc 2
... @ntict us.
Sincerdy,
KOECHLEIN CONSULTING ENGINEERS' INC.
Willisn N. Houl€ttc, P'8.#i.i,ild; -' -
(3 copies scot)
cq Drnicl Havckos! Hrvaloit:+ Atsocislcs P'C'
cc Tim Gagnon, Pcalc t*nd Corsultans, lnc'
(l copy each)
IlA.i.;-rzr,i*4ii{li.ir'.,,
:<q""iein Consulting en{f,heers, Inc.
Con5u$ing Geotechnical Engineers
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
AVON
(970) 949-6009
(970) 949-9223 FAX
12364 W. AlamedatPlcwy . Suite 1 35' Lakewood, CO 80228-2845
SILVERTHORNE
(s70) 468-6933
(970) 468-693e FAX
May 3,2000
Robert LeVine
Antlers At Vail
680 W. Lionshead Place
Vail, CO 81657
Subject: Shoring System
Excavation Adjacent to Marriott
Antlers Hotel, Vail, Colorado
Job No. 00-078
As requested I reviewed the plans and calculations prepared by Coggins & Sons, Inc-
The pians and caiculations uri for the shoring system to be installed in the excavation
adjacent to the Marriott for the Antlers Hotel. In my opinion, the soil nailing system as
designed is an appropriate system for shoring the side of the excavation.
I appreciate the opportunity to provide this service.
KOECHLEIN CONSULTING ENGINEERS, INC.
4J
William H. Koechlein, P.E.
President
:3-o:...r$t
xoecilhin Consulting en{t\eers, Inc.
Consulting Geotechnical Engineers
12364 W. Alameda Pkrlry. Suite 115. Lakewood, CO 80228-2845
AVON
(970) 949-6009
(970) e49-9223 FAX
October I l, 2000
Jack Berga
J.T. Berga and Company
P.O. Box 6178
Eagle, CO 81620-6178
Subject: Sewer Location in Relation to Footings
The Antlers at Vail
680 West Lionshead Place
Vail, CO
Job No. 00-060
As requested '.ve attended the project meeting on September 5, 2000 to discuss the location of
sel'er utility pipes belorv the building foundations, The purpose of this ietter is to present our
understanding of the site conditions and to provide our opinions as to the long term performance
of the building foundations.
We understand that three server pipes of up to l2 inches in diameter hat'e been located belorv the
building foundations. The pipes are located up to l1 feet below the bottom of footings at column
line 5 from column line G,5 to H. The pipes run directly under the footing for up to l0 feet and
iheri roughly parailei to ilie foodng until they cross the exterior wall footing, generaily,
p:ryendicuiar, The excavation backfill was well compacted with pipe bedding placed at the
bottom and the on-site granular soils placed for the remainder of the fill, The excavation was
approximately l0 feet wide at the base with the sides laid back. Heavy equipment was used to
piace and compact the fill. Our compaction test resuits performed during fill placement confirm
that the fill was well compacted.
It is not our standard practice to allow,placement of utility linesbelow-&6ting io#iui_rn"
e-xcept at localized points of crossin'f fiom inside to outside of a struch.re. "-the foundatioi is
then designed to span the trench backfill area to avoid the influence of backfill settlement,
Placement ofpipes below foundations is also avoided to protect the foundations in the event ofa
pipe failure.
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
a
Jack Berga
October I l, 2000
Page 2
KOECHLEIN CONSULTING ENGTAIEERS, INC.
o
KOECHLEIN CONS ALTING ENGINEERS, //|fC.
Cotrs u ltlng Gco tach niccl E nglnc c rs
It is our opinion that the.compacted {ill will support the stnrcture satisfactorily. The anticipatedsettlement should be within the original design tolerances used for design by the structuralengineer.
We appreciate the opportunity to prcvide this service. If we can be of further assistance, pleasecontact our office.
,.-s$g
William N. Houlette, p.E.
Project Engineer
(2 copies sent)
cc: Rob LeVine, Antlers at Vail
cc: Daniel Havekost, Havekost + Associates p.C.
cc: Jim Ellerbrook, Peak Land Consultants, Inc.
cc: Joe Casson, Casson Building Corp.
}IEPITORTE-PAI!':LAIi GEOTEO{\:IC.{L. FiC.
24{l Annic Rqad
P. O. Dra*,er lE67
Sihcrtiornc, CO 8049S
Phoae (970) 46S1939
Fa:: (S;Cj 451-5::a
,'t 1\aDF"rF
COIVIPACTIdN'_
PRE{.ENG.
.{ssoc- E:iG.
ST.{ITENG.
l'fiLEAGE
o'/ata.
Yl :-l l,rl-5a.:
' Fn'f t"-jJ:r,r=r\:'rr ^ t -. -: i.;-i-:.
a .ural n;fi
7* lrf/c^c Coala. .4//,'l/;
h;{. a l" "ltLin € /o.aa
re tca a.a a/ F etTrl frb
^nl -t a,'r* e Fa
l.&- ft. 4| -A.'.seao4rle
eut
JQtsr-. | 4oo-z+g
ff-PAll],AK c Eo.iEGthlCAI,' NC.
Roed
. arrcr 1887
.Oorac, CO t0198
Phore (970) 46&1989
Fe= (970) 16S5E r
CONCREIE
colfPAc'TIoN
PR,IN. ENC.
ASSOC. ENG.
STAITENG.
MILEAGE
gQurna:rr AT TflE SITE:
BSERITD ACTII'ITIES:
CONSTRUCTION A & COI${ENTST
tt f Cutnot ,;';f""t Z" *Au' A"A- eU;/";' t;/t * e
ho of z7a ;* tZl,nc*u;
le/ eol/,-fr;. etcQaa/d 7de 3o/1Y eo/'
/"aqaftins of tun/or"aned arrg/ re e orJed
2r rQtu/8. Zt --l!
"./rnonlrir-^o/ g=Z ,{
TZtJruinf,Z^.f c"./ea/aft
/nrs of €E;/-e.f
See .rYo:a 3/-e2/ 3
?r*n*rn - PA*LAK Gr.nr.."*r.,r?'.
POST TENSION FTELD REPORT
fa,qz / nf f
FLO(}R: 1A2au2t 'fu.I,hs*
CLIINT:ZtAp<^4o^t #;g I I,*4ccy'ti. to"it DATE/DAII,Y RI'I.tht/oo
PROJECI:22 f/ots Co/o r,h, * tc /t lJY'i - t4 ;/t O EPGJOB:+oo.e(F
LOCATIQN:lorf C./o, €ag/c C'o'f OBSERVEIT oit^,-
COr*TRACtOR:TITLI]:c ..a- traota S{
ar-
\t,EAiEER:Clo aaty,
.I'ET{P:'pt
i'OU?,: lio. J
COYMDI'TS: Z U";.lh^// an cqe!q!-!
y' ttler4t i/0, lca.ttt ercer,tie /cc'bt& {e/"
ACTIO]i N}:EDED OR ITT:MS OF CONC.9RN:
I J.lctist! ?7fmq.A.!rt-;E S;sr oZo3 AA 2/3€
DRA\I'INC anC D.t'i'l: tZG 7. Z9 . aa
J
r'
v
o 0' *^'
P. c,5
f=rt.'otatr, - Fawi.l:r Glci i.-'; n,, ;lo.,.
:_3J..-
139 ,o"
*+
*
3L .Vo anclrn Hu'tt
3f po/ c4,rea 9/t9/oo
1} i',-,',,-::i:: .,: - illtrr i- j_ i ri .- itr i,:' :' :' : i:I
Co. J !t lr- ?.t;: l -o-:_.--__--_, ';lcJe': : 4ta.24P :
i T:':'jr.:: ! I-:.':.::' tr i ':,:.I:i.i.: ' f;r:::: I .:rr, . r.,i.-i.-i.i :'::.::..ii,:r I n,. i: }ir. I i ::a-^! : ;..1,--,, ! ..!,,r,,r. -------:--- i -.....,,,a,, it:,**-,:lt;.&r.st:tl i=. -.:- -.i =::-l-;-'1--=',r'.,-,--:,'.._..-i_.,ri.,__i_:_:-- j+!..:54.1:.?!3_:_.,33k.:rn 94D0 '-i-h-"_i1o;-. to +z -:
| 2, _ i ,. r__:;._____ ___:_ _-._. ____..I:- --_--_-__- .:
=:::-7tFc;e'| | .:.',.t r:-i, -: iJJ.l.t'r. +?/e;/,
-t
l.t
4f i ,'
-.__ ____,tVe:t--
i1_? ;6-il i,7l ?' : . -t._ . ..,.-_i-q!-l:_J4,_. j i_':--',- -- - bi__- i-e_ -.
i 5t , " _-_:_:. ':__ .: ,,------_,, ---, i, 01 :_. ..ifg, _...1e i
i.3 |
?
t/o
, 63. ,g!::v_casnl1i_.-.,, i_.{1o, :jo4" t_!L!..__ !- .. . __:jo.qi 61 i_" ,! ! ::__l_ ,, i ,' _i__:__-.1!V" i - ._vottGLlZi;;;:i- " I:_,_.**i*,,*_.:LpTi, - -@
illlir!!
-.--l,, I
91ao
f4 o!
+tt
: i zt !6.i{GtZ'i72i,','r,,la
:;'vo
J";.t"::,: i,i .. t),'.-r ;,.t L..t. ;;'i: ; :l ; i-: {' .; i,: : - o a
I
i7-<-'6'T i,Z-.-.'- ---;:- I -s4io -wVF';-,:LZ_yt_.:2-. " . -.1: - --.-- .,--:'---.. -- .--..1!----"-- ---:!!&--
'._?r...'. "$ .'
)liiffti_.___ !_.... _ ._ .iiiiiijri
iil
:ll
|---1_+it I
!li,..----;---i-'r
aar.g-.tr-lrat a)t a Lrr
,O...,,a.ta..a.., .. r..l.;-irli.:.'i o
i:i;L; ?=:::,Fl r
' -:-.::-r-_-- i-'r-ll--izr--ii ' I I -l
--l
--'il't'--ito i tl._L ..-i-
nh lri .7 L,_._ -.__ . -i" .--.1-- i | -a -" c iter ii--[--3Ti.
,afJ!,-.J.r -v\, rJt - Lt-
G irq'ii,l : :'..1. ::-.-:- O
I
I
:;; l -'-....-,.. | .-:::.'l;i:.s: ; .::::l!: ! :.rr. i ',!..','.": 'J'::,::;'.::r:: I '",
.
'ti.:
i o^-r tt--J, i -=,,i:'-l i -.'.,...:.I,; i tl*, i-r; ,..- l;;l J:r'::';:'r'
,..-.-.7-j]:j:..";'.'..:..-.-f+-.='.'-_.:-'.-..-.-.:..-'''-/'-',i;J E.'"i.f ,sii; ,-'rqot ity-E-':..i ?fr--:----...,)?-y-f... I .!i_= *-:" --._^. __-.-_:___r__ ,tt__ _ .. g ltq i4 -i
,Or....r'.'.--- - irt.r.r.r;--i;:
;
i_..q-__--:_---. - . . - -i:-d..
--.-;-J-..(
' rd -'t r i i , --l-Wi --tzvt-*Fz--lt --1_:- j
",,+,'- __( sa'" 7 - :{"=.4_= -a{l:a=:fi
_?:y_t__i
-i--*
:...., L * : 94,, !+- !!:' a,w_i3. o.c
E:' ----l--* i- ---T-'--i-t7lri 3/+ -s- .-+: te i I , -i-- -'4=L:.-.- .-'*-.--i; j- i -- -;- .gr'-q.' ..--.. . . !/.f. --=?. -- -i. 'fl-'- i ---- - - --t
-'_:E'-.'--
.---s4- '9---i
-r-=---
- u,-e- ,-. - .-,-
-i-_
1r!-,1---j-* "3ft ' ''9 ""--iij.s ';
-'..-- -.-- j- ..--i.- -i---.:3 i----]g vz i6 ---- -ii_.T.'--_] - _i*--!- .--i---..=-., .t.-.----l-- -l=-,,-- --l- =--,T@ 1W _)Wfr--',:j Z
*J | :- ---E+- t- 1 -r| 2 r r r -l - i7rr",i- lst, l-7 *-!r- ---tl4.--j:Z--li tsY, l- 7 *-!i :3 t/.1 i-4 I
]:,i.'t::.':: - Pt'.1,:'-., ,s rll':i;.:,;::',..rr .O
L.^-l___ i , tlt t&3:ttE!-ffi@L)
i2; ,.1
=1--i- __L_.-__.i._.--*_ _r_ r'-0" i ____I'J
,/lz/l ll
tlzziil atEffiffi:i,A! /.0 | t/P - ila. t2-St, - O tiI:"-17T=V,kIl.:,.'b=i: -.-*j'- --r--':-l-::
;Eirtii&tiffi!' . : ..
I!-r,-1r.,i 1. ; il i'.:'i .:,.::: i: ...;f
-!:er r. - -:rr. r. r
:5,0 ito r5
:!;4t4 i
. /2 i i : i ig,a i ito fs iwt i r _TiTt-l;-vc-rs-i.-___l i r _. ..n.2. -.i | + rzg :s _-__ i
--!--..i---r--r--'---r.-. .--J--i._-!..i.._-l_.rii-1....._li/
l_/9 |l2o i
'/ctstj-z-t--dtrA i trII
ll
t:
_J_.._.._ _i__!__ __1..._.. i J
-l---,-_-l-l-l-l-! i-i --t -i...:_. --....- ----., t_--_ __
;._ i __ ! _. -_1.. i _-.1...._=_L--i l___li__t izrttedlF-2.!-"3k:N__t tr4.a tJA_: U-11)_.-i ttta :a :;ru' -L-,---_:i-----, i-:W==
E: .ffiE ,^,:rfu
'tf'e.J. i ---- i -'--'- i = l---i': . ::: j :r':r: i- i':qi:- -,irt.l-W:,32I-:"V.F.|-'. .. - 'iT;t'l -'
- - :. '... ------,--:-f:-" . -:, aua"-'----:ru-rz-- -
-
-
r----i--.- -Wi-)74--1
o
-=- . ..-l----i--r.-!.-Y4;;.-- ir,# !? -4
i'-'- l::-. -- - -
l-J__l
--'l
i
q-!? i, ---l-_.-._i loeo I i t,o l- . -.1_20 l-zt _t,-._-..,liZe i - | i 4ooo I lt.o _i_. .i t.o r-zz _
:'i..ir:r.'i..l :..'-i';I; rrIt--:;'.i : ;-,. I
.- i:1LL. ..i.: r(-'i.. t
. i- .. -.--.- -=2-lzi---t!-l -' .?r*--'-ZL--.':
/l-7;rtl
/ r-l-
o.tt tt?^t- 7/?
IGP\VORT'I.?.{l!!.gi GEOGGI};CAL, L\C.
2JO .{anic Road
P. O. Dr;r.r'cr l.lS7
5ilyer'.borue, CO 6019E
Ihonc: {9:0) $1rS9!a-r: (3:lr:'1-1-r-ai*
/rn\aFrTc
col\f?Acf io)-
PnIi. EliG.
ASSOC. ENG.
ST.\IT L\G.
]'ILEACE
3 - 23'0t
I co:*s-::..: lL;i'; i.i--F'l?irs .i: irlttMLNfs: I-'--"-l,,, dp @-fun-Ve,l*:24"u_,j
ifu"l"t- /o.. Jtc-ue. f,/n"".-,nf of f*/ rto'ia *'/eo-t-./ g h:-J'
W p_r: @ J*-"1. -" -. te- n.
" ste a-)
be-S-zAtttl ./oo- * :ol-&)Ard a " / Jra 4 AJrtI+tt{ig!L|--ll'-/ co./u*r' -t /-eJ,- . '44 -e fi*-/,e--e.fJ-14
|t fu&e--4?es. r-Ees ,l"/ zo//ee?--tAcea1.--l_?ed_z/_eii/ &o eapzt- a,a i o/' o ft-'/
CSe or'--o4.t-o!-!e
izz./.-dct2ifuc s/c! ^/4.
l_
i_
I
I
$Pn'gq]iJ-r,r1[.9; GEOTECiI\:C.{1, L\C.
!.1{l .1,u uic R,:ad
P. O- Dra.r er l3S7
SihcnSoruc, CO SOigS
/- a\'aF FTr
rxL\. t.\G'.
.Phon c:
frr:
..{t3-i959(9i0\5T.{FIENG.
}{I!E,TGE
trEs DAT?JDAILYiEI,T I o.,I g.24 .ao .Jn:/b_ .l__t "./ 1 EPG Jo3 r:l4ao. e4?
.l
-J I
ac.*e1 (nqa),ao'pp*oas )/e*c
btrl-*;l r*/- t^r* s=r-r/.r" c.^f,^"7"4,!frS #rez--dZ .+,!€- ?ea"*e/2._tt4,**_- r', '*f';;Z'rL
lr; fl" ,+r/', pnoffi in7D-;/r/., . =41 49-c/*-"/-fue+ lrz-2, ,rt.,, ,y-*f,rz "., t!/c/riit+-tJl-zt? 6.eei/se/ ."d-E&t e -?etztLa o. p/23./tt .(-tj'.rQtlet.'_r J,v ./{f 6ee]'tel aZ4_,?o{a:ire -tgtry_t .._}/_aSy'? lUtt
, r e c- *-.r.dp b fu,r^@ f,orr.u
J- ee O)4_sfe:!_M! gzii rone - rAd itS^zflrc- t.*jrero rl#.n:/:/*/ eraqlt--o/ .9tr o./ ti,/*rQdpar. - _ 'l
7z --ff_ _?./o.;t ,p/"cqoa./-.,
y'aat A/.io /n-a(
l.bq'(+ th.r lec. >A.el o/ /.e o/,@ 3t ./g_s t.*// z_/.4_.<.: fu , c
L__._
I
) .tt'l_.. tSt&.f . &cn" .Ca;//,;q O,?. r. Hf_-G_e"fra/, .,
l*3:*c=+&IituE?l #-/{ zt*/_z,
, /c'.1 , tego,s(. paz-. za-X-afu.-&g)ps. o+4 r-4r-tql-,l"g A" t!.r"ijVr.lrat,-"-,- o-.. "u __Ii D--,'A ora"-"hr"r"l,A .l Ct trt.*._lrU i'taz-t---ss-t-4?/ e^J .s1"4*=1
|4ql:cg_rt./ flc a,ia,ra/ rlalo. o/.ot-rof__re*a)nt-_ i:,:-.w"@- r.._z:u7r".-L&
l-C-.S.--n-d,neac4qe4lc,te.g2),i.ot.fl *ft ,^-_rlt/"fr -:tlr-/b,eA
!4"--Z /"fu. Z-z ,*-Jest-h fu-g^.-p--2Ll- r.-&a-,dt-lfltur ot de r/ret tq Jr- ,"r@qe^
Y.et rd t_e_fre_A"l _
.o*e--r.4{*4, . se
.ge4t-Ebdrlf-t-n'
L--_-*
, .--i..-ij ji&E;.i*idr;a r* il .-' -: :-':i.*wE:T:-"
CLIE\.T:.T7ZS DTTE;D-4JI,'I' RPT.8/ar/oo
PROJECT:fiat'/ex l//'/ia ,hrAiq trnd,F.PG.IOB:400- e+g
LO(:aTlON:^;/. a.OTiSEX\[,R:Ory'a^o
c(,.r'r'tl.{.cT|lR.:&.9,"911 Caly &;,?iV CtZ.i tt=aEt .. -
l ', r't^-r,-
btsT'oltia Sct"t?q
70'
[[ E;".vc KTt I - ft-is i,Li' rJEcrsclt x t c.l. i
POST TENSION FIELO REPOR.T
t'"-
i d:....:!:r'-i ij{: OZOg 22 4J€?I
I
I:.;!(_i!:::;(; :-a. .t:.li.t RLe 7.2P, AO
tJ!)_-
i-'.ri: I illa:r-cj ijlt:t:t:ttrrr i ";
a*ng. ffi;-):rraionf.-rJ I I s"l:
1(1IQ}I -\I]EDED OK ITE]TS OF CONCERY:
Cli.s:ltat
--.;il- '..;-r-u=14
Aug-31-OO O7:l5P
o
ll '':,,'. .. . -."-.- - ::...i-,.: .:.'
P -17
?
4
f ', z ltt-.- .et-a;z_. ..__3Ye o
..._:?7'-=-. _iV.
r;y=:=j=_W*tw-ffi,ffiSodo ! :5.a" :3.k'' iSn3,";-:;-:T
i6b | -'^--" 4- 4 ' '-:A:6'' -;l'--;;' -l;:-_1.-:,
Aug-31-Oo OTatsP P. la
fqqe 7 *t g
i :-,;-t r;c:, I J'Ji!.i,iEnr,. :, * r,, * * t,
I r.,
- ., .
-]
*,,*.,-.;-_
4.z-: -'_elZ-it:! - i
i gc fE
_r2 +a
,Ulq ,+to'')?.,i a -.-E-:?---:I./y t17
:l i::t i,-D4rit F.-I-!AF, .-rt"' , W. ETy-.:
' f ? tJeTE'2.c.,75c,';t_s_?-!,'et.i-..5_4d.-d piJ/?.._:!!_t-.'.a--i ..! rrLt-24.^// |i--li i .il._WE=E q"'7:--W:!t."'- VEE 74: --l--: iL l*; rili " :2%-tl:'ll$..iii I i
/|34-i
--j----i--.-
r- -- -J', i /'re .' .--i''o-
'
'*-' u ,.-n tt--a, :-:-:-:i-- --_i--iT,:'78::tTjT',-a-r
.:i'.--.....'_|--
rill
ltir..l_*_t
. e i ; : j " tLY+" , .27rQ io:_g_ i - _i- - ,__ i '. ..-. -' z.!..rn ' .--_:z .Vi- :o
i ',?o.y' H^nJ i '" ; "-'-"': I "' ": j :--;;
t'_)l-_:a***:;.*F_,_a].:{_yi_*r4"a-7Ji'*:_:--,{_r{.
ll I
AaJg-51-(J(J |t' a l5,-|- . LY
f^te 91 ?
'!...'-,;y .. .: -=r.1,.:,.r--,.. Q
,,_:. ,!a! 2 :iry{-e_.. -i_3.dr.r . ttl!_ _, / ,E: ,,tyt:z '-E'f
.t 7 .?aaco !,i4 ,g -+. 42-oo i : t iz4
J;_-/q_---l i . 31oo I
ti lz i _._._.._ . -_-i 4doo i___ ___l t;-9 __ i.. .. _iJ4.__i-Z_--- iW:: " -: i :-' :ru-i--- i4-q -::i l:ii:ii
,t-J!...-i ---.-J-..-.. L.- .....--.-.-.1- -- .-LLPJJi /4 i ! ,: i 4ooD | | /.0
.l'-e "- :-e-.-..... ii tt i -_'. r i 4ooo_t__ _U--q__r_X!.__._i!._L__i-//.rJ..,-:ET- -- -L ---i - ---__-:-' :. :JT- - - :!:! :I*Z::- -
i27.ZI- --.r- --f
::*:
.:: -.:.::JL"- --t - -|!zt:.. .. !
2.a/- oa !trit:: :;r_!' {t:s
?'t|- :ti ?
Aug-31-OO 07:l6P P -20
IIEPWORII{.P.{1TL..TX GEO TECII\]CT,L. AiC.
130 Aauie Rccd
l. O. &a."er 1&S7
Sih'enlo.De, CO 60{98
Fhon* i9?0)-{6+1959
la* tj-r;: :.-i!:i'.r-,
t .77f,5
,-n\-aPFT L'
co]fi'.{c:rro}--
PREi E}iG.
-A,SSoc- EJo-
SI.{FFENG.
TIE'ACE
I lrrI.I,D-{IT,Y R.EFT
I IIPti Jf.l3 #;l4ao.z
| (j35:ERv:R.:i o)y'o*o I,.-:
II \4;.{.Iifi:i:ts^ory--...
....
I CO -';-iL- : ",L- :'l-' : i .: --.-!'f ]i!.i 3. C rf i !\{INIS:
/aa I
F
I
I
-"'
it"
I
AUg-31-oO 07 ? l6P P.?l
o
HEPIf ORTH.PA\14.{F GEOTEGL\]CTL. NC.
l1{l Amic Rqrd
P. O. Dre''r'er 1SS7
Siherrhoraa, CO 60195
?hoac (9'o) 16,919S9
fa* {j;i).;:.'+:5:';t
/'l'1\:a(rBT'S
coluP.{grlor
PRE.I. ENG.
.{ssoc. ENc.
STAIT ENG.
]fILXACE
l fRi);5-1-: L4tl/cnc ld?4i,t illl'GJoi;:,,i; i JJI,GJOi;: | 4oo. Z+g I
I_?.@__l
.LQz/' e o' ,
I CO:'l1:l:l: I'ii-'l'-i -i''li-, rlliS .. .l;i}utlE\fS: IL--....
I
i - -. 4 -116
r r.tg-e "t-4,Aa " 8- i t&?-e*p---11 P 6-e- o& e $'-, i7 t!!- nt 9J
Et, t J"e.-r-e-st'n,rhL:!-tT.E:a.t o^. /. Ct!"r/..Fa1.,:g
i,
l- "-Z;/3-^-&, e/.,'.t af, Cnil l.-d_ZT€:L6,^i'/ 4 /','.
Ll-o, c t €1! an . a-r-f- tLerteot flt' #.' i' - --,t e t*1-tt Jt+ t - -dct-dZ -e.!- z c c1'-tr -- 7k -{:'it /"' *"'s)
i * o tfa$.d[-. Cu n8 e h& o r? ro,. o rq.+et u., e -, ec.t] I d-^. I
. c /.g o /,;.fu" n e hgtd,J.rs-.?fu&{.-&c4.. / rr,*
e&_
&-e-ery..
wa rcyd--FL;:+ t
I
I
IIl_.-
Aug-31 -OO 07 2l7P P -22
It[-s:fi:() ;.TH P^'il'i-,r-i{ 1i uolr'c'tH ic-'' l" :
POST TENS]ON FIELD REPORT
I
I
i ii'8.l,'iRE;{: r
l:r;.n-,.:: 'J -'._::::, xt? 7: e89
*r
3?7
r&
$
4*
*r
*
f
tr
DAIE|O.{ILI' RI'T.WooZrJcc../../ 7?,4/! 4 tt'feo/'it Se-i<
,etll- Ldc a h tLs- n o/ry!/.-
cI.rE-{T:
I(PG JOB:400'248
?RO.IECT:O/ana
--.-r-?-
?r.attt te?tot
fa-v;.q ,h,.I toc.ttlr)s'
i c(ls rR^-,-Tc,t.,
i--- -
I Y-;/. Co.ffit_&43!-li29ft-.- -
r* t lel'il
Il-'l::::ir.rn I iu*r:n5.
l..a gt*adti
w_ _-rf
ACrIo:{ N EEt, t:D oR rrEMs ol!o)El'nr*'e/o. g-f,i-qt.....1,
AUg-Jt - t)at (r/:t7P
;::-;c:' A'y'/o,.s
;.,q :.:i:f illl: i':-::O' -
P.23
ffiTT;:.-*i-,..ff1-T" i,..*---_1;.."--.;-=:'.,;.'.,,.'. I ,,"
ir 'i., : I '--r--- i l-:.,j:{ ! li::r,,f . "i----] i'i^,'-..i^- !
" ---iai{r"t-*,:1:i*.---=.-,i--:-:-'. -':- : .*i"-.: tr --i- ::,-i---jj:::1.-i-:-- - -l
. .\ -,. , l-i :i.-.; , ..-'..,..J::i i -.,.,"r. ! ..lt I ,r:: : | :,::i l-.,'_-,t--*-i&i{lrt-*:4:|-*--- ....'.--:.---- i ' ::' i
-J ---ic.,! .l-t.S:--. .?3*:E-.,.-s--:*t.,d:-Z-. -- - :E-ig -
-:
:- t-,1--. a.-n:-:--. -. '-
---..-.__- : -Z'-:e"s-'- -_:EJ*c. --'t
i t3 i , I i is.o" i i 3" :+4
!li-Iliilll
....i .._l"i -iV;T-i. ._ -:r __j i4 oo t-z2lat:rZV---, 7T', -t
lzi 'tz 'f +
:7h
*
--r--_l
J..,,r.:.. r.a',t, - :j'r: ri.l t .t-':i,'.:':ic i r {:Ii l.' i :.,' O,
:1 A./ i:r -
-;ffiET-T__-
i q.rr.;;ei 44t 24? )
./,
L-e-- -_ -f-
--a:-.---]:--i--
- i-6 n'. .-t €ZtJ 'z
i\:';i:: I ri
i'ff-jr: -.1-- -f::, :-E{-a -ry-:f:- Iiiilti---l--l-l-w;;1-''..- :_-r,wfi
-Li-----::l:iffi;-: !-iI[t::-::- - - --r----]---r; :--:----:'-z:=,'-, t!--:i6 | r r --r-:iL)-*. tT:)77-)
Aug-31-OO O7. LAP P.Z5
;Or:r,.: :: -- :,: - i: /:';t' i.r, ".'. ? :: ;.'i':,::: r,-.,," O
F,:.i.T,-=:.:gic ii ::ii:Li: 3;:"5;';
i li-CjlC!:Ait*t 40&24?-J
! | i&it g i7?*.P- : {1 oo
:? | j:T --.;-.--.-)-f-n".-:-+r i.\iZ r le' t,La I
t3--'-- -t--i i
--iq4
i iln- l"{----lr-r--' --: "- i . --, - :L-:Jz:r:-t1TV,---l
', ,---r_*-".- i - |-_:-!:{t--i i 4v1" i+i I- -L- --l-----i
-- i --t-'-i---i-.-r-*--r
, - ! :@A l=) it{ I s@ -T:;1#=,:-ET ,-3;
El:::-L--;---:---i--3t3--l i3v4'i-'t I
t-?*+_.-6d'4zLi4_!c+.f req-:tr::+F"i!t-W#Fl
ffir " c ^+*r elpj:Eg=--_ - i-;* itve -lwa#4if,_ffi.-l---:,::-'. .. -afr--s-e-|:r---
r---,---
-
-,: j:-t------ ------ ! --' -i-i... -_-i_:r-"_-- i I f-.r#nz6r#,
Arrg-31-Or., O7: I9P P.26
:-='-".J:?,
tt-r,* s/97a0
-;--" -*- --- ]'_,1-i --i-s!s-:-t sh' ittt ir',?--i--::-a -i--"--r-r-u--: "wg-lttl
1f- i
,t: i
+tl
ll -t- -:-a
-; -
- - I _.-. -; q v? t- t-4--?.- i. ttl,_*! -- -r:__---.f ., ,, i-=-==---t-i -----! _,, -,r-.I i i ! i .. | | --iisT:i.:ETG-%---is." *i --- Lr: -i+-e-;,_4 iO.;a e lgjjFr_i
I
I
tt
II
lal' .
-J-?i
.....-/
ArJg--JI - aJrct P.27
Q=r'. .==.-,.'- i:- ::.': .,;'.: :;*:':'if:'t::.ta
' t ia-.2 e.g
I ".:^ i i ----..- : f r,.i:rr. | :'.-.,., i---- i
! a - -i i i i I | ; I
,ilii,ili
I t I i | ' ; l_r __l;...--.-i-,r;'liilll
:r;iril
i !;l
rlilt:
iirl
lrlf
;i:,
- AugF3l-oo O, ..2oP P -24
o
}IE?}YORIIT-?.,\\IT,.IX GEOTECII\]CIL. L\t.
310 .,\auie Rcad
I. O. Dra.r.cr 1857
Silrcrtlorne. CO 80{tS
Phooe i9?0) 165-1959
IL\: t......tJ..:r-!,..:_
iFE.ri'
/^r-\\:-FF'T
co;uP^cTror
PR.LY- ENG.
.{SSOC, E:\G.
ST.{TT E:iG,
}IILEAGE
i DAr:./i'l[.t REPT | ? -Sl: oo
| +oo-
..'.......-'._..
i PR,;-: - iLi--':::-'-.--tfut?e* .,U/,'6i, I FPGJoF #:
j Ltl'...:. ';;-.': !/ai | , Co, I (.r3:i:-R\Tl:
I'- . l
I
t Fat..-..., ..-_-1.-.: - = ---:= ii,--- -
I
I
I
| ,U dtteeqt't' t? C.tt t B-;Z'," €:-
ierll-.J. B. 'i/. y'o o/re^ue s>1,e'r)\-e/ P78.! -/ 0;/
=Cr-,"
tst,//rq e p. *t-f^'-lo'd 4 cf+-"f "'" l
I sfr-at'ha ,/o*t -ryi- t -oo,- tE" /qarf-u*e. - - - -l
-t-
|li
Co "ern &r/o/;"a C*p. ar r,pei/e/-*;-t -4-92-"f-t_Ct"ecz_e@a C:*p. a-:-f@--u,iz-t. -ry--or oa" .. - .
'r
,Irl
IIIt. I
Aug-31 -OO 07 2ZOp
't., ::nl_.{,_\ ^= =Z&7. __.
P -29
Iv,.: .
fi.+:,
:-; -
"""-'lt4 ; i !
'51 oo t)At4''.D i Joo ,
_l; _. i ?rq-i_?!.l: 1,
1 | Sqoo l6' | :6.0" r?" i6 !i ------i.rLLJt r++_ i+z
i ?tq-
I
r_!_)Ez4_1t(...._ l33hizt .t S4oo l_6:..*_L ______i__6.o" t 1_
lrts;i
HAVEKOST + ASSOCIATES P.C.
11 E1 GRANT STREET
DENVER,CO Ec)2O3
3cJ3,/ El61 - 11e. 1
FA)< 3 O3/A 6 3-06 61
Date Receive,
December 22,1999 [)EC 2? 1999
Town of Vail
Department of Public Works
75 South Frontage Road
Vail, Colorado 81657
Attn: Gary Goodell - Chief Building Official
RE: Antlers Condominium Addition/Renovation
Dear Mr. Goodell:
This is to foffow up on our meeting of September 27, 1999, al
Antlers, at which time we reviewed preliminary plans for the above
referenced expansion project, confirmed that 1997 Edition of
Uniform Building Code will apply to the design and viewed some
existing site and condominium unit conditions about which some
questions had been raised. The building is classified as Group R-1
Occupancy with a Group S-3 closed parking garage in 2 basement
levels. The entire building will be furnished with an automatic fire
sprinkler system as approved by T.O.V. authorities. lt was
determined that the building, with proposed additions, was not
required to comply as a "high rise" structure under Section 403
since floors used for human occupancy are located less than 75
feet above of the lowest level of fire department vehicle ac@ss.
We bef ieve, after careful study of the 1997 UBC, that the new 24
condominium units can be considered a separate building (with
appropriate area separations) of Type ll one hour construction.
The parking garage could be classified as Type I F.R. construction
with three hour separation to residential occupancies. Finally, the
proposed seven bedroom/bath additions to the existing 01
condominium units and the addition of seven employee units
together with the existing seventy-two unit structure should be
allowed to maintain the existing Type ll F.R. construction. A copy of
our'Antlers Code Analysis" with "Floor Area Tabulation" dated
12122199 is attached for your reference. We are also enclosing
copies of site plan and elevations indicating setbacks and locations
of proposed occupancy separation walls.
We understand that the new 24 unit building would be permifted to
have unprotected windoddoor openings in the exterior when
ARCH
P LA
UFIBA
ITECTUFIE
NN IN G
N DESIGN
Criteria:
Analysis:
Sec. 311.2.2.1
ANTLERS CODE ANALYSIS
12t22t99
Occupancy R-1 (residential) S-3 (Closed Parking Garage)
Try Type ll one - hour = openings not permitted less than 5'to
properg line, one hour construction throughout
Then Table 5 -B allows 13, 500 S.F. 4 stories for R -1 occ.
Analyze as separate buildings w/occupancy separations.
Allow separate building area/height for basement and first story if
3 hr separation, Group S-3 (closed parking garage) from Group A-
3, B, M or R-1 Occupancies. Garage Type I F.R. Separate
Building. Sec. 302.4 Fire ratings for Occupancy Separations:
Exceptions allows a two hour separation between A-3 and S-3
Occupancies.
Maximum height limited by Table 5-B (4 stories).
Areas over one story maybe twice the Table $B area.
Area separation walls shall be 2 hour at Type ll t hr openings not
to exceed 25o/o ol separation wall protected by 1 112 hr rating in 2
hr. rated walls.
Extension beyond exterior walls exception: Need not extend
beyond exterior wall when projecting elements do not contain
concealed spaces or extend to cover concealed spaces.
Automatic sprinkler system areas maybe doubled in buildings more
than one story (compounded with Sec. 505. L 1 , 505.1 .2 or 505' 1 .3)
Heiqht Hour. R-l_-Y*--.--
eight increase one story for automatic fire sprinkler total 5 sto
nof if
Separation on 3 Sides:q(b,,ot//e rl/e?/
centerline of public ways or yards exceed 20' (100% increase
maximum)
North East Lions head Circle 27'min. setback to center line'
7',X2.5%= 17.5o/o
East Open Space 50' to center line
30'X2.5o/o = 75 o/o
South Open Space 60'to center line
40'x2.50/o =1ry'192.5o/o 100% Maximum Limit
vTTable 5-B
V7Sec.504.2
i Sec. 504.6.2
r/ Sec. 504.6.3
Jsec. sos.g
'/r"0," u-,
l\io //' i
Area lncreases:
Sec.505.1.2
Conclusion: Basic allowable area per 5-B Type ll One Hour 13,500 S.F'
Increase 100% multi-story 13.500 S'F.
TOTAL 27,OOO S.F.
Area Increase 1O0o/o (separation 3 sides) ,Q
Allowable Area Bldg. #2 54,000 S.F.
Basic allowable Type ll F.R.
Increase 100% mulit story
Sub Total
Area increase 100o/o (separation 3 sides)
Allowable Area Bldg. #1
29,000 s.F.
29.000 s.F
59,800 S.F.
x2
119.600 S.F.
FinalAnalysis:
Use afternate area increases under Sec. 505.1 .2 (100o/o) and height increase for
automatic fire sprinkler under Sec. 506 of one story to total 5 stories above parking
garage.
Building #l:
Existing building with additions; Type ll F.R. (Table 5-B)
(01 BRYB and Employee Units)
Allowable Area 119,600 Actual Total Area 60,685 S.F.
Allowable Height 12 Stories Height 7 Stories + Mezzanine
Building #2:
24 New Residential Condominium Units;Type ll One Hour
Allowable Maximum Area 54, 000 S.F.
Allowable Height 5 Stories*
Actual34.334 S.F.
Actual 5 Stories
Building #3:
Basement and First Floor Enclosed Garage; Type I F.R.
Requires 3 hour separation to residential & banquet
Allowable Area Unlimited Actual 32, 900 S.F.
Accessory to R-l Occupancy with One Hour Separation
Banquet, Kitchen, Public Restrooms, Bar & Storage: Type ll One Hour
Allowable Area 54,000 S. F.
THEREFORE:
Actual4.200 S.F.
Buifding #2 (24 New Residential Condominium Units) Can have exterior bearing walls,
intgpigr bearing walls, exterior non-bearing walls, structuralframe, floors and floor
ceilings, rooft and roof ceilings and shaft enclosures of one hour construction. Also no
protection of exterior door and window openings is required.
Three hour occupancy separation between R-l and S-3 , ,f 0/u g/'
+'nout, l,-tt/i,'e/ 4V_rcL,,irrffit"vIus9ouqo*up"n"y *p.t"tion bt .ry and S-3*
TwohourareEEeF-aration-beffieenseparateR:l-E-uf fdin$s
* One story increase for fire sprinkler system
** Sec. 302.4 Exception allouls two hour separation A-3 to S-3.1eo'
-
FLOOR AREA TABULATION
ANTLERS CONDOMINIUM
12t22t99
UNITS
314, 315
316,317
318
Fitness/Stair/Lobby
Mech.fYard Stor./Stor
414,415
416,417
418
Sales/Accounf g/ Stair/Lobby
Lounge/Library
514,515
516,517
518, 519
Confer/Sta i r/Lobby/Stor.
s18, 519 (Flr 2)
StairA/est.
TOTAL
320,321
420,421
520,521
620,621
620,621( Flr 2)
TOTAL
Grand Total New Residential Condos.
't22, 222, 322, 422, 522, 622, 722
01 Bed/Bath Add (7 @230 S. F. )
TOTAL
Existing Antlers Condos
Grand Total Existing w/Addition
Garage, Ski Storage, Housekeeping,
Offices, Maintenance, Storage, Etc.
Lower Level
Upper Level
Total Garage/Storage
AREAS
2,380 S.F.
2,300 s.F.
1,100 s.F.
1,000 s.F.
230 S.F.
2,380 S.F.
2,200 s.F.
1,100 s.F.
1,000 s.F.
286 S.F.
2,380 S.F.
2,200 s.F.
2,304 S.F.
1,072 S.F.
1,664 S.F.
33E S.F.
23,934 S.F.
2,200 s.F.
2,200 s.F.
2,200 s.F.
2,200 s.F.
1,600 s.F.
10,400 s.F.
3,395 S.F.
1.610 S.F.
5,005 s.F.
55,680 S.F.
60,685 S.F.
23.934 S.F.
10.400 s.F.
34.334 S.F.
14,500 S.F.
18,400 S.F.
32,900 S.F.
o -ir'-.'ir if 1"'hil' : -' ,t\,a f.', /;. ..- 11 : I,. rtr'' '\1 : r
ANTLERS CONDOMINIUM
[^\
nL.lADDITION/RENOVATION
FEBRUARY 21, 2OOO
C
i
2,.'
HAVIKoST + ASSOCIAIIS P.C.
11 2I GFANT STEEE'T
oENVER,CO eO203
'a
\*___-r
I ---Tollrn of Vail
FFIOE CCPY
r OYVI{ER: Antlels Condominium Association
680 West Lionshead Place
Vail, Colorado 81657I
I srRucruRAl: Redwin€/Reizian
I ARCHITEGT:Havekost + Associates P.C.
1121 Grant Street
Denver. Colorado 80203
Phone: 303-861-1 121
FAX: 303-863-0661
EMAIL: HAVEPC@aol.com
1515 Arapahoe Suite l3OO
D6nver, CO 80202
Phone: 3O3-575-9510
FAX: 303-575-951 5
P. O. Box 8OO9
0150 East Beaver Creek Blvd., Unit 2O4A
Avon, Colorado 81620
Phone: 970 748-071'l
FAX: 97O 744-0722
EMAIL: rbr@redwine-reizian.com
t MEcHAt{tcAt: KimmetMechenical
I
I
I
I
I
I
I
37OO E. 41st Ave.
Denver. Colorado 80216
Phone: 303-322-8144
FAX 303-322-8633
Email: kmi@usw€st.net
Climate Control Company
1537-130 Road
P. O. Box 1042
Glenwood Springs, Colorado 81602
Phone: 970-945-2326
FAX: 970-945-8128
EMAIL: climate@sopris.net
I ETICTRTCAL: Rivera ElectricI 2107 W. College Avenue. Englewood. Colorado 8O1 1O
I Phone:303 937-9300
t FAX:303-922-1421
EMAIL: glawrenz@riviera-electric.com
I
I
I
o
ctvtL
IIIITERIOR DESIGI{ERS
FEBRUARY 21,2000
Peakland Consultants. Inc.
lOOO Lion's Ridge Loop
Vail, Colorado 81657
Phone: 97O-476-8644
FAX:97G47G8616
EMAIL: peakland@ctive.com
The lang Design Group, lnc.
P. O. Box 1747
Vail, Colorado 81658
Phone: 97G845-8583
FAX:97G845-8592
I
I
I
I
I
I
I
T
I
t
I
I
I
T
IITDEX . PRO''ECT
00810
DNrISION 1 -
MNWEL
SUPPLN|ENTIRI GENENTI. COITDIIIONS
GnIERAI'. REQUIREMENTS
SUMMARY
ALTERNATES
MECHANICAL AND ELECTRICAL COORDINATION
CUTTING AND PATCHING
COORDINATION
REGULATORY REQUIREMENTS
HAZARDOUS MATERIALS REQUTREMENTS
DEFINITIONS AND CONVENTIONS
SPECIAL PROJECT PROCEDURES
PROJECT MEETINGS
PROGRESS SCHEDULES
SURVEY DATA
SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
SCHEDULE OF VALUES
QUALIFICATION CERTIFICATION
QUALITY CONTROL
TESTING LABORATORY SERVICES
TEMPORARY UTILITIES
TEMPORARY CONSTRUCTION
BARRIERS AND ENCLOSURES
SECURITY
PROTECTION OF PROPERTY
CONSTRUCTION CLEANING
PROJECT IDENTIFICATION AND STGNS
FIELD OFFICES
STORAGE AND PROTECTTON
PROTECTTON OF gIORK & PROPERTY
PRODUCT OPTIONS AND SUBSTITUTIONS
PROPRIETORSHIP OF SALVAGEABLE MATERIALS
CONTRACT CLOSEOUT
CLEAN-UP
PROJECT RECORD DOCUMENTS
OPERATING AND MAINTENANCE DATA
WARRANTIES AND BONDS
- SIIETIORK
0103 0
oLo42
0r_045
0104 9
01060
010 65
01078
0110 0
01200
01310
01330
0r.340
01370
01390
014 00
01410
01510
0152 0
UI,5JU
0154 0
0r.54 5
015 6l"
01580
0t 590
0162 0
0L625
01630
01690
017 00
01710
0]-720
0t_730
01740
Drvlslotl 2
ex(D:r \q
. II UIt[iTL ' llf,YT.lUJ I N '
rffi9
I
I
I
I
I
02 000
02110
0207 0
02200
02220
02370
02430
SITEVTORK, SITE CLEARING AND DEMOLTTION
SITE CLEARING
SELECTIVE DEMOLITION
. EARTHWORK
EXCAVATING, BACKFILL
SLOPE PROTECTION AND
DRAINAGE STRUCTURES,
AND COMPACTION
EROSION CONTROL
PIPES and FITTINGS
ANTLERS CONDOMTNIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
INDEX 1
DTVISION 2 .
02500
02510
02511
02530
025'7 0
02732
o27 4),
0275I
02810
02820
02900
02 930
Drvlslolt 3
SIIEI|C'RX(Coat. )
PAVING AND SURFACING
WATER SYSTEMS
CONCRETE PAVING
SANDITARY SEWER SYSTEM
TELEPHONE, CABLE TELEVISION AND ELECTR]CAL SYSTEMS
ROADWAY BASE
ASPHALT PAVING
CONCRETE PAVING
IRRIGATION SYSTEMS (FUTURE)
FOUNTAIN
LANDSCAPING (FUTURE)
LAWNS AND GRASSES (FUTURE)
- coNcRrtl
031_ 00
032 00
03300
034 00
DIVTSIOIT {
CONCRETE FORMWORK
CONCRETE REINFORCEMENT
CAST-IN-PLACE CONCRETE
PRECAST CONCRETE
- MtsotsRt
04100
04210
04220
DrvrsroN 5
MORTAR
STONE MASONRY
CONCRETE UNIT MASONRY
- llEIlLS
05500
DIVISIOTT 5
METAL FABRICATIONS
- I|OOD lltD PrAttlrrcs
06100 ROUGH CARPENTRY06200 FTNISH CARPENTRY05201 COUNTERTOPS
DI\ESION 7 - TBIAMAL IND INOISTI'RI PRO|IECIION
INSULATION
ROOFING
FLASHING AND SHEET METAL
ROOF SPECIALTIES AND ACCESSORIES
.SEALANTS AND CAULKING
072 00
07 500
07 600
07700
0'1920
I
ANTLERS CONDOMINIUMS
TOWN OF VAIL, EAGLE
ADDITION/RENOVATION
couNTY, coLoRADO
t
INDEX 2
t
I
I Drvtsrot{ 8 - DooRtt, ERtrrEs AtfD tfrNDorrs
OEOOO GLASS AND GLAZINGO81OO METAL DOORS AND FRA},IESI 08210 wooD DooRs
T O83OO SPECIAL DOORSO85OO AUTOMATIC DOORS
I 08610 CLAD WOOD wINDowS AND PATIO DOORS
I 08?00 HARDWARE
DI\nISIOI| 9 . FNIISEES
TI 09110 METAL STUD FRAMING SYSTEMS
O92OO LATH AND PLASTER AND SIMULATED STUCCO
I 09260 GYPSUM WALLBOARD SYSTEMS
t 09300 TrLE WORKO95OO ACOUSTIC SUSPENDED AND GLUE ON CEILING
SYSTEM
I 09650 RESTLTENT FLOORTNG AND BASEI 09680 CARPETO99OO PAINTING
I 09950 wALLcovERrNG (FUTURE)
I DrvrsroN 10 - sPEclar.rlls
I
I l_0100 MTSCELLANEOUS SPECTALTTES10155 TOILET PARTITIONS1O5OO METAL LOCKERS
I 10426 TDENTTFvTNG DEvrcES (FUTURE)
I 1O8OO TOILET AND BATH ACCESSORIES
T
DrvIsIoN 11 - EQUTPMETE
II452 RESIDENTIAL APPLIANCES
I Drvrsrotr 12 - FrrRnrsanres
I 12300 MANUFACTURED CASEWORK
T
I Dnnsrott 13 - sPEcrel coNsaRucTrot{
DIVISIOI| 1'l - COrnElIltC SISTEIS
I L42OO ELEVATORS
ANTLERS CONDOMINIUMS ADDITION/RENOVATION TNDEX 3
TOWN OF VATL, EAGLE COUNTY, COLORADO
I
I
DI TSION 15
15 010
15250
15400
1s600
15800
15 900
- uEcEtl[IcN.
GENERAL PROVISIONS
PTPING AND EQUIPMENT
WATER PIPING
HEAT AND REFRIGERATION
MATERIALS AND EQUIPMENT
CONTROLS AND INSTRUMENTATION
Dr\'Isrolt 16 -
16050
16400
16500
E:LECTnTCIL
BASTC ELECTRICAL MATERIALS AND METHODS
SERVICE AND DISTRIBUTION
LIGHTING
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS
TOWN OF VAIL, EAGLE
ADDITION/RENOVATION
COUNTY, COLORADO
INDEX 4
t
I
t
I
I
I
I
T
I
I
I
T
I
I
I
I
''PPLEMENTARY
GENERA,i.*'' rto*.
sEcTroN 00810
Comnon Reference Standards: Reference in the Contract Documents
codes, standard specifications' etc'
ptomulgated by Professional or Technical Associations'
Institutes, and Societies mean the latest edition of each such
standard adopted and publlshed as of the date of the contract.
The following standards are hereby made a part of this
specifi-cation where applicabte to trades, manufacturers and
installation criteria for the Work of this Project. except where
otherwise specifically indicated. The following is representative
of such standards tog-ther with the abbreviation by which each is
identified:
AAMA Architectural Aluminum Manufacturers Association
AA
AASHTO
ACI
AIEE
AISC
ANSI
API
ASME
ASTM
AWSC
AWWA
cRsl
LJ
FGMA
NAAMM
Alurninurn As sociation
Ameri-can Assoc. Of State Highway & Transportation
OfficiaLs
American Concrete Institute
Amerj-can Institute of Electrical Engineers
American Institute of Steel Construction
funeri-can National Standards Institute
America Petrol-eum Institute
American Society of Mechanical Engineers
American Society for Testing Materials
American Weldi.ng SocietY Code .
funerican water Works Association
Concrete Reinforcing Steel Institute
Commercial Standard of National Bureau of Standards
F1at. Glass Marketing Associatlon
NationalAssoc.ofArchltecturalMetalManufacturers
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
I
TowN oF vAlL, EAGLE couNTY, coLoRADo
I
0o810 -1
NEMA
NFPA
> L'I
ssPc
TCA
UL
FHA
n"tiort Electrical Manufactut.t"Q"o"iation
National Fire Protection Association
Steel Deck Institute
Steel Structures Painting Council
Tile Council of America, Inc.
Underwriterst Laboratories' Inc.
Fair Housing Act established by U. S. DePt. H.U.D.; in
particular Fair Housj-ng Accessibility Guidelines
published March 6' 1991.
palties connected with the Project
designated by the Owner.
T
I
I
t
t
I
I
FED SPECS AND FED STANDARDS:
Specification Sales (3FRI), Building L97, Washington Navy Yard'
General Services Administration, Washington D. C- 20407.
MIL-SPECS:Military Specifications, Superintendent of Documents' U.S.
Government Printing Office, Washington D.C. 20402
rlRa.
Uniform Building Code, as adopted by the Town of Vail L99'l
Edition, International Conference of Building Officials. 5360
South Workman Mj.lI Road, Whittier' California 90501.
SIGNS:
No signs will be pernitted on this Project except a primary
project sign, identifying captions over offices' certain
directional and warning signs required for safety and protection.
Contractor shafl take all necessary steps to prevent installation
or any unauthorized signs and, should any appear, cause them to
be removed innediately, and repair and repaint any damage caused
thereby without additional cost to owner-
RESTRICTED ACCESS:
A. Contractor sha11 use, and maintain in clean conditions site
access routes as necessary. No other access shall be used for
vehicles or men.
B. Contractor and al1 other
shall use onIY Parking areas
SCOPE OF WORK:
Each contractor shall provide all items, alticles, materials'
operations, methods listed or scheduled on the Drawings, or
hlrein, including all 1abor, rnaterials, equipment and incidentals
I
I
t
I
I
I
t
I
I
I
T
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
oo810 -2
r necessary and requirQ for the completion ,o. ?. complete and
satisfactorv instaLl-ation of his Work in accordance with the true
t intent of the Drawings and specifications. He shal1 provide
I without extra charge at1 incidental items required as part of
this work, even though not particularly specified or indicated.
T
I
t
I
I
I
I
t
I
I
T
I
ADDENDA:
Any addendum j-ssued durj-ng the
acknowledged in the proposal and
conEracc.
time of biddinq shalL be
shalL become part of the
EXTRA WORK:
No extra work shaLl be done unless such extra work and costs
therefore have been previously aPPloved in writing or verbal by
the Owner. No claims for extras will be acknowledged unless
accompanied by such written approval (CHANGE ORDERS) . In the
event of verbal approvals, the contractor shal1 confirm such
approval back to the Owner in writing or by facsimile
transmission.
SUBMITTALS:
A. Conform to all requirements of the General Conditions and
Dj-vision 01340 SHOP DRAWINGS, PRODUCT DATA' AND SAMPLES.
B. Wherever possible throughout the Contract Documents, the
rninimally acceptable quality of workmanship and materials has
been defined by manufacturer's name and catal'og number, reference
to recogni.zed industry and government standards, or descriptive
or required attributes and performance.
C. To ensure that specified products are furnj.shed and instal-led
in accordance with design intent, procedules have been
established for advance submittal of design data and for their
review by the Architect.
D. Consecutively nwnlcer all submittals. Accompany each wi-th a
letter of transmittal containing all pertj.nent information
requlred for identification,
E. Shop Drawings: Make all Shop Drawings accurately and to scale
sufficient in size to show aII pertinent aspects of the item and
its method of connection to the Work.
r 1. Submit all Shop Drawings i-n Ehe form of one sepia
I transparency of each sheet plus one blue line or black line printr of each sheet- BJ.ueprints will not be acceptable.
I 2. printing and distribution of Shop Drawings for Architect's
t use wilt be by the Architect. All Architect's review comments
will be shown on the sepia transparency when it j-s returned toII
ANTLERS CONDOMINIUMS ADDITION/RENOVATIONI rowN oF vArL, EAGLE couNw, coLoRADor
T
00810 -3
the Contracto.?rn" contractor shall ."3 "no distribute all
copies required for his own purposes
F. SAMPLES:
Unless otherwise specified, submit all samples in the quantj.ty
which is required to be returned plus one which wilL be retained
bv the Architect.
G. MANUFACTURER'S LITERATURE:
Where contents of submitted literature from manufactulers
includes data not pertinent of the subnittal, clearly indicate
which portion of the contents is being submitted for review.
Subnit the nurnber of copies which are reguired to be returned
plus two copies whj.ch will be retained by the Architects.
H. CERTIFICATION:
Where certificates of compliance are specified' show on each
certification the name and location of the vfork, name and address
of Contractor, quantity and date or dates of shipment or delivery
to which the certification applies' and name of the manufacturer.
Certification shall be in the form of letter or company standard
forms. Certificates shall be signed by an officer of the
manufacturer. In addition' alL laboratory test reports submitted
with certificates shall show date of testing' specified
requi-rements for which testing was performed, and results of the
tests.
TESTING-
TEST AGENCY:
The contractor wilI retaj-n and pay the expenses of a Testing
Agency, except as specified otherwise in the Specifications, to
perform the test and inspections mentioned in the Contract
Documents or as otherwise deemed necessary and appropriate.
TESTING LABORATORY:
A. Select a testing laboratory qualified in accordance wi-th ASTM
E 329 - "Recommended Practice for Inspection and Testing Agencies
for Concrete and Steel Use in Construction", and as approved by
the Engi.neer.
B. Testing when required, sha1l be in accordance with aI1
pertinent codes and regulations and with the specified standards, I
C. Provide all testing laboratory facilities required to
satj-sfactorily perform the testing required under pertj-nent other
Sections of these Specifications and within the increments of
time essential to timely completion of the $lork.
ANTLEBS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
oo810 -4
I
I
I
I
T
I
I
I
I
I
I
t
I
TEST:
A. The Contractor wi.}1 pay for all tests and inspection. other
than those by Public Authorities, called for in Specifj-cations
Sections unfess otherwise specified. The Contractor shall' at his
expense, furnish samples for such tests and deliver them to the
Testing Agency when and where directed by the Archj-tect.
B. Distribution of Test, Inspection and M111 Reports: The Testing
Agency shall distribute copies of all reports to the offices of
the parties concerned as follows:
1 copy to the Architect
1 copy to the Owner
- copy - (ies) to the Contractor
- copy - (ies) to the Supplier bei-ng tested
Copies indicated "-" above will- be determined on commencement
of the Contract.
CUTTING AND PATCHING
In addition to the requirements of the General Conditions and
Division 01045 CUITING AND PATCHING' perform all cutting and
patching required to remove and replace Work not conforming to
the requirements of the Contract Documents, to uncover ill-timed
Work for inspection, to replace defectj-ve Work, to make parts fit'
properly, etc. Patch aIl surfaces with materj-als to match
adjacent where cutting or removal of exj-sting material is
requj.red.
A. Perform all cutting and patching j-n strj'ct accordance with
pertinent requirements of these Specifications and in the event
no such requirements are determi-ned, 1n conformance wj-th the
structural engrineer's wrj-tten direction.
B. Prior to cutting which effects structural safely, submit
written request to the Structural Engineer for permission to
proceed with cutting.
C. Submit written notice to the Architect designating time the
Work will be uncovered, to provide for the Architect's
observation.
I D. perform all cutting and patching needed to comply with the
Contract Documents at no addiiional cost to the Owner-
RECORD DRAWINGS
In accordance with the requirements of the General Condltions and
Divislon ot72o PRo,JECT RECORD DOCUMEN?S, the owner will provide
the contractor with a set of prints of the original bidding
documents, as required and at Contractort s expense' as follows:
I
t
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
I rowN oF vArL. EAGLE couNw, coLoRADo
I
oo810 -5
A. rf the aonaQaot elects to vary ,to* t contract Documents,
and secures prior approval of the Architect, for any phase of the
Work other than those listed below, he shall record in a neat
readable manner all such variances on the reproducibJ-e drawings
furnished.
B. For plumbing, heating, ventilating and air conditioning'
electrj.cali and fire protectj-on Work. Record drawings shall be
maintained by the Contractor as the Work Progresses and as
follows:
1. AII deviations frorn sizes, location and from all other
features of all installati.ons shown i.n the Contract Documents
shall be recorded.
2. In addition it shall be possibLe, using these drawings' to
correctly and easily locate, identify and establish sizes of
aIl piping, directions and the Iike, as welI as all other
features of Work whlch will be concealed underground and/or 1n
the finished building.
a. Location of underground work sha1l be establj"shed by
dlmensions to column lines or walls' locating all turns'
etc., and by properly referenced centerline or invert
el-evations an rates of fa1l
b. For work concealed in the building, sufficient
informatj.on shall be given so it can be Iocated with
reasonable accuracy and ease. In some cases this may be by
dimension. In others it may be sufficient to illustrate
the lrlork on the drawings in re].ation to the sPaces in the
buildj.ng near which it was actually installed. Architect's
decision shall be final .
C. The following requirements apply to all Record Drawings:
1. They shall be maintained at the Contractor's expense.
2. AII such drawings shall be done carefully and neatly by a
competent draftsman and in form approved by the Architect.
3. Additional drawj-ngs shaIl be provided as necessary for
clarification.
4. They shall be kept up-to-date during the entlre course of
the Work and shal1 be available on request for examination
by the Architect and, when necessary, to establish
clearance for other parts of the Work.
5. The Record Drawings shal1 be returned to the Owner on
completion of the Work and are subject to the approval of
the Archi.tect.
OPERATION & MAINTENANCE I4ANUALS: (RCfCT SCCIiON 01?30) - SUbMit
three copies of Operation Malntenance Manuals to the Architect
prior to indoctrinatj-on of operation and maintenance personnel.
Include at least the following:
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
t
I
I
I
I
t
I
I
I
I
I
I
t
I
I
t
t
00810 -6
I
I
I
t
I
I
t
I
A. Neatly typewrltten index near the front of the manual giving
immediate information as to location within the manuaf of all
emergency data regarding the installation.
D. Complete nomenclature and palt number of aII replaceable
parts, name and address of nearest vendor, and all other
pertinent data regarding procurement procedure.
E. Electrostatic copy of all guarantees and warranties j-ssued.
F. Manufacturerts bulletins, cuts, and descriptive data, where
pertinent, clea!1y indicating the precise items included in this
installation and deleting, or otherwise clearly indlcatingr all
manufacturer's data with which this installation is not
concerned.
TEMPORARY CONSTRUCIION AND SERVfCE: The Contractor shafl provide'
I the . following specific items of temporary constructj.on and
I Servr-ces:
I A. Temporary Telephone Service: Job telephone and fax machine j-n
I field office bv Owner.
r B. Temporary Water: Water required in the performance of the
I Contract shall be provided and paid for by the Owner.
C. Temporary Electric Power: Electric Power required in the
performance of the Contract shall be furnished and pai-d for by
the Owner. Coordinate electric needs with Owners representatives
on the Site.
D. Temporary Closures: Contractor sha1l erect temporary closures
over openings when weathex conditions render such action
necessary for proper installation and/or protection of any
portion of the Work.
E. Protection of Work in Place: Work in place that is subject to
injury because of operation carri-ed on shall be encLosed with
adequate protection. Permanent openings used as thoroughfares for
the introduct'ion of work and materials to the structure shall
have heads, jambs and sills, well blocked and boarded- All forms
of protection shall be constructed j-n such manner that on
I
I
I
I
t
B. Complete instructions
all equipment i.nvolved,
reassetnble.
C. Complete nomenclature
regarding operation and maintenance of
includlng lubrication, disassembly' and
of all parts of all equiPment.
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
I rowN oF vArL, EAGLE couNfi, coLoRADo
I
00810 -7
complet j.on,
unblemished
the entire
condition.
work will be delivered to Owner in T
I
I
I
t
I
I
I
I
I
I
I
t
I
I
F. Temporary Fire Protection: Contractor shalI provide and
maj.ntain fire extinguishers, flre hoses and other eguipment
necessary for fire protection during construction. Such equipment
shall be used for fj-re protection only. Maintain exi.sting
standpipes, hose cabinets and fire sprinkler systems as reguired
by Vail authorities.
G. Temporary Barricades required to separate work areas within
the existing structure shaLl be dustproof. They shall be
constructed of 2 X 4's and plywood, adequately provide a neoprenegasket or use strips of fiberglas insulation of fe1t. Temporary
doors shall not be used by workmen. The barricade shall bepainted on the "public side" and emergency exit labeled.
H. Project Sign: The project sign shall be constructed according
to Section 01580. Exact design, text and color as shalI be
provided by the Archj.tect, which wilL include the name of the
building and of the Ownerr Eny emblem selected by the Owner, the
Architect's name and the names of the firms executing theprincipal parts of the lilork. The sign shall be placed in l-ocation
as shown or approved'by Owner.
I. Scaffolds and Runways: contractor or his subcontractors shall
furnish, erect and maintain for duration of the lilork as reguired,
all scaffolds, run!{ays, guard rails, platforms and similar
temporary construction as may be necessary for the performance of
the construction. Such facilities shall be of type and
arrangement as required for their specifi-c usei shall be
substantially constructed throughout, strongly supported, well
secured, and shall comply with all applicable rules and
regulations of applicable State and local codes.
The several levels of the structure shaLl be connected by means
of suitable }adders, ramps and temporary stairsi provided,
however, that permanent stairways may be used for such purposes
if adequately protected against damage. Open we11s and shafts
shall be enclosed as required by O.S.H.A.
J. Temporary Elevators and Hoists: If required for the work'
Contractor shall provider insta1l, operate and maintain materials
hoist and one-man hoist in strict accordance with all applicable
Iaws and regulations.
K. Temporary Buitdings: The following minimurn facilities shal1 be
providld: Refer section 01590 I
1. Office facilities for the fuII time
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
Proj ect Representative.
I
I
I
00810 -8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
2. Office facilities and all structures necessary for the
storage of tools, materials, and equipment for Contractor and
Subcontractors, shall be erected and maintained.
3. Temporary chemical toilet structures with urinaLs shall be
provided in numbers as required, adequately sized, Iocated and
maintaj-ned in a clean and sanitary cond.ition acceptable to
Iegally constituted authorities.
4. Should government' State or local authorities require
constructj-on of tempotary barricades or covered passageways
they shall be built by the Contractor at no additional cost to
Owner and shal1 be painted and maintained in an orderly neat
appearance.
L. Removal of Temporary Construction: Temporary office
facilitiesr toilets, storage sheds, and other construction of
temporary nature shall be removed from the si-te as soon as the
progress of the work will permit; and the portions of the site
occupied by same shall be properly restored.
M. Pumping and Drainage: Surface or subsurface water or other
flulds shall not be pernitted to accumulate in excavations or in
and about the premises. Should such conditions be encountered or
develop, the fluid shalt be controlled and suitably disposed of
by means of temporary pumps, pi.ping drainage 1ines, trough'
ditches, dams or other methods.
SURROUNDTNG SITE CONDITIONS AND PROTECTION:
A. Prior to starting demolition of parking, garalJe, building
elements, drives, curbs, wa1ks, etc. Contractor sha11 establish
benchrnarks in the streets adjacent to the construction site.
Provide as many benchmarks as may be needed. Coordinate with
survey information prepared by engineer.
B. Elevations of benchmarks shall be taken prior to commencement
of the work and checked, if a change is noted or suspected during
excavation and constructi.on. The daturn used to establi-sh the
elevations shal1 be sufficiently distant from the site so as not
to be affected by any settlement resulting from constructl-on.
c. contractor shall clean up general site areas after each week's
work in order that premises will be safe and presentable.
Maintain barriers to prevent publlc access to constructaon.
D. Protect trees' shrubs walls' fences, walks, etc., saved for
reuse.
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
I rowN oF vArL, EAGLE couNw, coLoRADo
I
00810 -9
o
OWNE
o I
I
t
I
t
t
I
I
I
t
I
I
t
I
I
t
t
I
OCCUPANCY BY R OF CERTAIN AREAS DURING NSTRUCTION:
A. The Owner wiIl require certain existing and/or completed
portions of the Work to be occupied during the period when other
Work is i.n progress and requests that such areas of the building
recej.ve concentrated work to complete them for scheduled
occupancy by the Owner. This shal1 be done with considerati,on of
the scheduling of the Work by the Contractor. Occupancy of
building areas and/or moving in of equipment by the Owner sha1l
not be construed to be acceptance of the Work performed under
this Contract nor shall it be deemed to be the equivalent of the
filling of the Notj-ce of Completion of any of the Work under this
Contract.
B. Contractor shall be held harmless for any damage done to the
work by the early occupancy of the Owne!.
CLEAN UP
In addition to the provision of Section 0L7l-0 Final Cleaning and
The General Conditions the following shall be required:
A. Besides the "removal of waste materials" the following special I
cleaning shall be required:
1. Remove stains, wash and polish glass and plexiglas inside
and outslde. Thj.s work shaLl- be done by persons skilled and
equipped for such work.
2. Remove foreign matter' marks staj.ns, forei.gn patina,
fingerprints, soil and dirt form (and have in a polished
condition where applicable. )
B. In addition to clean-up provisi.ons of the Specificatj-on'
Contractor shall take appropriate steps to prevent airborne dust
due to the Work of the Contract. Water shall be applied wherever
practical to settle and hold dust to a minimum, particularly
during excavation and movi.ng of materials.
END OF SECTION OO810
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
oo810 -10
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
DEMOLITION
SECTION O1O1O - S
PART I - GENERAL
OF THE WORK
WORK COVERED BY DEMOLITION CONTRACT DOCUMENTS FOR ANTLERS
CONDOMINIUMS ADDITION/RENOVATION
Work for this project is intended to result in the addition to
and renovation of the building and site including demoli-tlon,
materials, Iabor transportation, security, temporary construction
and other items identified in, or reasonably inferable from
Construction Drawings and Project Manual .
RELATED WORK SPECIFIED ELSEWHERE:
SECTION 01310 - Prosress Schedules
WORK SEQUENCE
Coordinate demolition activity and sequencing in advance with the
Owner. Submit a complete schedule of intended activities in each
area of the buildlng and obtain approval from the Owner prior to
commencj-ng work on the project.
Areas in the vicinity of the building will be designated by the
Owner for the purpose of Contractor staging, stockpiling, and
vehicl.e acces s
No porti.on of the site may be used by Contractor without prior
approval of the Owner. However, it is intended that a maiority of
the landscaped site will be availabfe to the Contractor.
Toilet facilities in the buildj.ngs are not to be used by the
Contractor, Subcontractors or their personnel. Building plumbing,
drains or facilities shall not be used for cleaning tools, or for
disposing of construction waste materials.
Irrigation system renovation sha11 be carefully scheduled and
executed to maintain irrigation of all new lawn areas in good
growing condition until acceptance by Owner.
WORK UNDER OTHER CONTRACTS
Certain elements, materials, and tasks for the project have been
identified as being "Not j-n Contract" (N.I.c.), irBy others", or
"By Owners'r. Such materials and labor will be provided by others
in a manner and schedule which i-s not i-ntended to impute the
progress of the work i-n this contract.
The Contractor shall coordinate the construction schedule with the
owner and Architect and shall give adequate notice as to when
other work shbuld be undertaken. ?he Contractor shall review with
the Owner's Representative and Architect the time required for
various work requlring coordinatj-on.
o
UMMARY
I ANTLERS coNDoMrNruMs ADDtrtoN/RENovATtoN
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
t
01010 -1
Bid Packages shal1 been designed to minimize overlapping
requirements and,/or coordination between separate Contractors.
Should separate Contractors be awarded for varj.ous portj.ons of a
single project, the affected Contractors shall meet with the
Owner's representative and Architect prior to construction in
order to develop a coordj.nated schedule agreeable to all parties.
OCCUPANCY
The existi-ng condominium building will be occupied during
construction. However, during the time period from 4/12/99 to
LI/22/99, a significant number of existing units will be available
for constructj.on crews at a daily date to be negotiated between
Owner and Contractor.
Entrance/Exits, walkways and other areas in the vicinity of the
construction subject to Pedestrian traffic shall be protected from
falling objects or approPriately barricaded according to governj-ng
regulations.
Smoke, dust, and dirt shall be limited to the areas of
construction. The Contractor shall be responsible for cleaning
other areas affected by noncompliance wiEh this requlrement.
Work areas shall be cleaned of debri-s and 'broom cleanedn on a
regular basis. Remove or contain all debris from exterior site
areas which coul.d be wind blown no less frequently than at the end
of each work day. Containerized debris shall be removed from the
project site whenever container reaches its caPacity.
SCHEDULE OF WORK BY "OTHERS"
Hazardous materj.aLs Conttactor sha1l remove materj.als containing
asbestos, pipe insulation, etc., prior to work scheduled in areas
where such materials exists. If General Contractor becomes aware
of any hazardous material in areas to receive work under this
contract he shall immediately contact the Architect and Owner's
representative arrange for proper removal, encapsulate and/or
abatement.
END OF SECTION 0101O
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
T
I
01010 -2
I
I
I
I
I
I
I
t
I
I
I
sECTroN 01030
AI,TERNATES
PART ]. - GENERAL
WORK INCLUDEDwork in this section incrudes material, rabor, and incidentarsidentified and irnplied as "Alternates,',,,A1ternatives,r or,,UnitPricesr to the baslc Construction.
ATTERNATESlvork identified as 'Alternates' sha1l be subject to the reviewand evaLuation of the owner and may be selected for addition toor deletion from the Contract for Construction.
The contractor sha1l submi-t proposars for art ailternates.Alternate _proposal-s sharl be those costs which may be added to ordeducted from the base bid should the described work be deletedfrom the contract for construction. The Base eio -shaii ffiall work including described deductive alternates and excludingdescribed additive alternates. Failure to submi-t proposars forall alternates may result in rejection of bi.d.
Refer to the Drawings and specifications for additi-onalinformation regarding each Alternate. hlhere Drawings and/orspecificat,ions are inconsJ-stent, the bid shall be cal_culated forthe greater quantity and superi.or guality of work.
Each Bidder shall submit proposal (s) for Alternate (s) in Eheappropriate spaces on bi_d forms.
Proposars for Alternate work shall reflect the difference inprice for arl trades impacted by a1l additions, deletions,substitutions, changes, or nodifications. Alternate pricessubmitted shal1 be good for ninety (90) days from bid date.
The following alternative proposals
Formt.
END OF SECTTON 01O3O
I
I
I
I
I
T
I
I
ANTLEBS CONDOMINIUMS ADDTTION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
sha.LL be i-temized on the ,'Bi.d
01030 -1
I
I
I
I
I
I
I
I
T
I
I
I
t
I
I
I
I
T
I
SECTTON OLO42
MECHANICAL AND ELECTRICAL COORDINATION
PART 1 - GENERAL
EOUIPMENT FURNISH/CONNECT
l:l_". . .t."- . .Equipment schedule (s ) f or def in j.tion (s ) ofresponslbilities pertaining to assembly, setti;;, and connectj.onof eguipment i-tems. unless otherwise noted i., "c'tLoure or herein,final setting and connection of equipment items sha11 beperformed by the Trade contractor supprying ctrl eluipment item.
unless otherwi-se specified, ar1 line and disconnect swi.tches,safety_ cut outs' control paners, fuse boxes, or other electricalcontrols, fi-ttings, and connections not a part of the fixture asfurnished standard by the manufacturer shar-l be furnished rooseby Equipment Manufaclures (other than special fabrj_cated items)and shal1 be mounted and wired comprete by the Erectrrcar. TradeContractor.
Any sleeves or conduit requ.i-red for refrigeration rines furnishedand installed under the mechanical contralt shal1 be furni-shed bythe Mechanical contractor and installed by other TradeContractors in thej.r portions of the work.
Necessary flues and/or vents and fans of si-zed and capacityrequired to operate fixtures specj.fied, together with finalconnection between rough-in vent -openings and fixtures, will bef urni-shed and instalred by the Mechani-car contractor un.r_essspecifically indicated otherwise.
A11- plumbing, hot waterr 9ds piping, electrical, and ventirationwork, both materiar. and labor reguired to connect equipment shall
?:^_f-illi*ed^ ,by .th" SuppJ-ying contracror untess- specificaltyrdentlfied otherwise. The work shall include roughing-ir, "r,ifinal connecting. from rough-in point to variouJ pieces ofeguipment requiring such connections and the supprying of allnecessary materiaLs and Labor for this work, excepE ashereinafter noted.
A11 trapsr 9r€as€.traps, sand traps, tail pieces, valves, stops,shutoffs' and fittings necessary are to be furnished inainstalled by the Trade contractor, unress speci.fi-cal1y identifiedotherwise.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLOR.ADO
01042 -1
All traps, valves, shutoffs, punp:l and fittings necessary are to
::-ot"""tX1t"1"" and instalred -ov---tt. Trade co-ntractor supplying
rf' because of jurisdictional _ trade agreements or otherconditionsr dnV worli. specifieo p&formea ,-,nJJ;-;il; conrract mustbe done by oth6rs, the contractbi sharr suorei "u"i, ,uorr to thosewho are quarified to do such work or make other arrangements athis own expense as approved by the Owner.
PART 2 - COORDINATION SCHEDULE (REFER SECTIONS 15010 and 16170)
PURNISH/SET/CONNECT
Except as otherwise indicated in the Drawings, Mechanical andElectrical trades sha1l provide, set and wire aLL motors andother i-ndicated devices ai set forth in the schedule below:
I
I
t
I
I
I
IITEMFURNISHED
BY
SET POWER CONTROLBY WIRING ITIRING
Equipment Motors
Motor Control Center
Motor Starters &
OverloadHeaters
Fused & Unfused
Disconnect Switches,
Manual Operating &Multispped Switches(carring load currents )(See Section 16170 Part3.02-8Notes3e4)
Control Relay; &
Transformers
(See section 16L70Part 3.02-B Note 2
Thermos tats,(fine Voltage)
Time Clocks
Thermostats(low voltage)
Temperatures
control panels
ANTTERS CONDOM]NIUMS ADDITION/RENOVATTON
TOWN OF VAIL, EAGLE COUNTY, COLORADO
t
t
I
I
I
I
t
I
I
I
I
I
M
M
E
M
M
M
E
E
E
M
M
M
M
M
M
M
M
M
01042 -2
I
T
I
T
I
T
T
I
I
t
I
t
T
T
I
t
I
I
t
ITEM
Motor & Solenoi-dValves, Damper Motors,PE & Ep Switches
Push-button Stationse Pilot Lights
Temporary Heating
Duct Smoke Detectors
Fire Protection Controls(including flow swiLches)
All- other itemsspecified inDivision l_5
FURNTSHED
BY
M
M
M
E
M
POWER
WTRING
CONTROL
WTRTNG
M
M
M
M
M
SET
BY
M
M
M
I1
M
M
MMM
All other itemsspecified j.n
Division 16
M = Mechanical (Division 15)E = Electri.cal (Division 16)
END OF SECTION OLO42
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
o1M2 -3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
DEMOLITTON
sEcTroN 01045
CUTTING AND PATCHTNG
PART ]. -GENERAL
RETATED WORKSection 02070 - Selective Demoliti.on
GENERAL
Penetrations and,/or serective demori.tion reguired for compretlonof the work (not shown on the Jiawinqsl "n.ii-U"-provided by thetrades reguiring the penetration. c"ttlng -oi-"*L-"ting
reinforci.ngbals is strictlv prohibited, without "p6r"".r-- oi tn" structurar.engineer.
Before cutting, check drawings, shop drawings and the work ofother trades to coordinate- penetration iocations. utirizeexisting holes cast into precast wa]I and froor sr.abs to maxi-murnextent possible.
Sleeves or other. bullt-in components shal1 be provided by thetrade contractor(s). reguirj_ng the sleeve (or tuil-t_in item) .Trade contractor . (s) reguiring sleeves or imbedded items shallprovide coordi.nation of the pr6per location and arignment of suchsleeves, etc. Embedded itemi sharl be provided to tradesresponsible for the construction of areas feceiving sleeves orembedded items.
A11 penetrations in weather-exposed surfaces, flre warrs, sight-exposed surfaces, and sinilai conditions shall have pipe- orsleeves fit tight to surrounding construction. rnteriorpenetrations for piping shal1 be caurked with "Fire-safing" asrequired. refer Mechanical .
Any additional concrete penetration necessary shalr be coredrilled or saw cut.. Any new openi-ngs in floors n-ot shown on pransor schedur-ed which are desired- or considered necessa.ry bycontractors shall avoid reinforcing steel . x-ray, magnecr-c orother.techniques shall be employed to determine exact location ofexisting reinforcing steel i; order to provi-de informationnecessary to avoid steel rei.nforcing by dri11ing. coordinatefloor cutting. layout with structurlr plans und rei.nforcinglayout, Any 'costs associated with lociting reinforcing .rdreceiving approvar from engineer for cuttlng not shown or
ANTLERS CONDOMTNIUMS ADDITION/RENOVATTON
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01045 -1
schedu-Led on pLans shall be paid for by contradditional cutling .i-"p."i"'J. "o'- tor Dy contractor requiring
No penetration sh-aII be created by. jackhammer or other impact_#: t
: :;t S; "i;;.'JnTr";."f; :'""r'r.. ; r i n " e n! i.,".-i. "u t i r i z e ar :. i i i n q
EXISTING CONSTRUCTION
To the greatest ex.tent possible, existing constructlon, finishes,and mechanicaL a.nd el.eciri."ii sv"tems wn-icn
-"r" loa scheduled tobe removed shal1 u. pioi""i"-a'i.o*. damage du;ng the course of;:I ";::;: : "3;.
"0""s"#
t"T".n?,ni,t t
*f ' kepr r; tnl-'*'i,, i*"' ;;;;';;
Demolition and disrnantling shal-r- be performed in segments judgedby the contractor to be c-omprete at the end oi-eacn work day soas not to leave any unstable or unsafe conaitions overnj-ght.
Repair all unintentional and accidental damage incurred in thecourse of construction to match existing coi"truction wi.th nonoticeable differences in conti.nuity, - i;'n"ti;i]- o. appearance.Repai-rs shalr be perforrned by trades L*peii-"nEi :-n working withthe material being repaired.
Repair aII cutting and demolition of walks, curbs, paving, etc.requi-red for connections to public utirities. -i"p"ir" of wa1ks,curbs, paving, gtc. on public r.ignts-of ;ay "n'.rf be made inaccordance with Town of Vail requrrements.
Notify the Architect and structurar engineer immediatelyregarding damage having potential structuiii imprications andupon encountering any unexpected existlng conditions that couldaffect execution of the work as reguir6d by the constructionDocuments.
rnterruption of mechanical or elec^tricar services, if necessary,shall be coordinated with the owner's n"pr!"Ltative and/orproper authority.
A11- original components to be reused in the finished constructionshal1_ Jce . appropriatery marked and catarogued -io' .""r,re properassembly in finished construction.
NOTIFTCATIONS
Except as otherwi.se detaired or indicated, the contractor shal]notlfy the structural Engineer and acquire his ipprovat beforecutting any of the following:
I
I
I
t
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNry, COLORADO
I
I
t
I
I
I
I
I
I
I
t
I
olo45 -2
I
t
I
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
Penetration of structurar. concrete frame components i.ncrudinqcorumns, beams, spandrel beams,-ii;;, "i;;",;Ifi war_ls, erc.
Planned core drill penetration of fl_oor slabs.
Planned penetration of structurar floor _slabs by rectangurar (sawcut) openings not specificalry strown and scheduied on prans.
Penetration of work provided by Owner of ,,Others,,.
Penetrati-on affecting the operationar rife, maintenance or safetyof operational elements.
Penetration affecting the visual qualities of site_exposed elements.
Any element where the existence of a penetration or the processof, cutting may render the elemeni unsuitable Eo receivesubsequent work.
I{ORK BY OTHERS
hlhere cutting and/or patching is identified as being "By OWNERT'.or "BY orHERs', the contractor shaLl coordinate and schedule hiswork wlth work by others to provide a smooth interface of variouscomponents.
SEQUENCING/SCHEDULI NGgxcept as specifically indicated otherwise in the contractDocuments, interruption of mechanical and erectrical servicessha1l be prohibited without the prior approval of the ownerrsrepresentative. A minimum of three days (72 hours) prior to anyutility shutdown.
PART2-NOTUSED
PART 3 . EXECUTION
FIELD MEASUREMENTS:verify locations and dimensions prior to saw cutting or drilling.Notlfy the Architect immediately if exi.sting condition dimensioisare at substantial vari_ance with indicated dimensions.
PROTECTION (SURROUNDTNG AREAS OR SURFACES)Protect adjacent areas from water staining or other damage due tocutting operation.
SCHEDULES
ANTLERS CONDOMINIUMS ADDITTON/RENOVATION
TOWN OF VAIL. EAGLE COUNW, COLORADO
01045 -3
cutting and patching operations affecting the weather_tightness;:.;:':T:;,";lJ? ff";:?:o'nated to -p.o"ia!- ro. "
-;i;iil;
PATCHING
Patch all areas to serve as finished materi.ars or suitabresubstrate with materiars and rnethods t" ."i"i-l-xisting adjacentconstruction and/or as regulred to rn"irrtair, iir!"..t.o assembly.Fi]1 floor penetratiott" *itn rirl-saring or -o-ttr-er concrete slabin fill areas to maintain structurar- integriiy and/or fireseparation requirements. patch "lr "*i"tr"g
-3iii.."" which areinrended ro rlmain as p"it - oi ln. rin:.srrei l-,r-i.iai.,9 incrudingconcrete surfaces such as stairs, stair tordels, cor.umns f100rslabs and elevator shaft wal1s.
PROTECTION OF SPECIAL SURFACES
Protect. existing exit stai.rs schedured for reuse uri_thout additionof special finish materials.
END OF SECTION 01045
I
I
I
I
I
I
I
t
I
I
I
T
I
I
I
I
I
I
t
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01045 -4
I
I
sEcTroN 01049
COORDINATION
PART I - GENERAL
I As identified in other Sections of these speclfications, the
t Demolition Contractor is required to notify the Owner's
representative in advance of certain stages of work.
The Contractor shall bear full responsibility for delays caused
by improper compliance with this Section. Failure to provide
prior notification shalI be grounds for rejection of identified
work, reguirlng removal and reconstruction at the Contractor's
expense.
All work required to be reviewed or tested by Town of VaiI
authorities shall not be covered until such reviews/tests are
completed. The Contractor shall uncover any enclosed work which
has not had required reviews/ testing and restore areas at his
own cosE.
I
t
I
t
I
I
I
T
I
T
I
I
t
SPECIAL NOTIFICATIONS
The Contractor sha11 notifyprior to interruption of anyincluding fire alarm.
the Ownerr s representative '72 hours
utility service to existing buildings
SUBMITTAL COORDINATIONThe Contractor shall be responsible for understanding
requirements of this Contract and for the coordination of workers
involvement so as to have no adverse impact upon the schedule for
the work.
Minimurn coordination requirements include the following:
SECTION 01049 - Coordination
SECTION 0L340 - Shop Drawings Product Data,/Samples
SECTION 0L410 - Testing & Laboratory Services
SECTION 01730 - Operation and Maintenance Data
SECTION 0l-740 - warranty and Bonds
RESPONSIBILITY OF SUBCONTRACTORS
A11 requirements of the General Requirements shall have the same
effect on all subcontractors on the project, and whenever Lhe word
"contracter' is used, it shall carry the same meaning and
responsibility as if the word "subcontractor" was used in its
place.
Refer to other sections of these Division l- and specific
requirements of individual technicaL specifications Di-vision 2
through 16 for more detailed requirements.
END OF SECTION 01049
I ANTLER' coNDoMrNruMs ADDrtoN/RENovATroN
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
t
01049 -1
I
I
I
T
I
I
I
I
I
I
I
I
t
I
t
I
t
t
t
SECTION O1O6O
REGULATORY REQUIREMENTS
PART 1 - GENERAL
Work in this project shall conform
standards: (In case of conflict
to the following codes and
the most restrictive shaIl
aPPlY. )
Uniform Building Code (l-997 edj-tion) .
Uniform Mechanical Code (current edition) .
Uniform Plurnbing Code (current edition) .
National Electrical Code
Related Uniform Codes Standards
Life Safety Code (NFPA l-01, current edition)
Environmental Protection Agency Regulation (EPA)
Occupational Safety and Health Administration (OSHA)
Fair Housing Act Design Manual for the U.S. Department of Housing
and Urban Development, Contract *15903, dated August L995'
Uniform Federal Accessibility Standards, FED. STD' -l 95, April
1988, Department of Housing and urban Development ADA
Accessibiity Guidelines for Buildings and Facilit j-es as
published ny reaeral Register/vol . 56 No. 144lFriday' July 26,
1991/Rules and Regulations.
Americans National Standards Institute ANSI A117.1 Specifications
for making buitdings and facititles accessible to and usable by
physically handicaPPed PeoPIe.
Amerj-cans with Disabilities Act, Title IIl Technical Assistance
Manual, U.S. Department of Justlce, Civil Rights Division'
See i.ndividual specification sections for other codes applicable
to this project.
If the Contractor discovers possible conflicts or discrepancies
between requirements of these Contract Documents and indicated
Codes and Standards, he shall notify the architect and await
sDecific direction on corrective action.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNW, COLORADO
01060 -1
BUILDING PERMITS AND FEES:
A construction permit is required from the Town of VaiI. The
Contractor shall pay all permitting fees, charges and . fees
associated with the work such as license fees and/or certi'ficate
fees. The Contractor shall alrange for required.inspections and
;;t-""t special inspection fees. associated with the work' such as
i:t - t uuit, inspectio-n charges, etc . to the extent required '
TAXESine Contractor shall be responsible for and pay the Town of Vaj.l
Safes Tax on aff miierials purchased for the project' I
STATE PLUMBING AND BOILER PERMIT
permits and agency inspection of plunbing and boiler installations
are required by the state of colorado Plurnbj,ng Board and the
e.if.t tnipecti-on Section. The Contractor shall arrange and pay
for such p6rmits and inspectj-on (if required) '
PART 2 - MEANS AND METHODS
The Demolition Contractor is
reguLatory agency insPections
L. Foundation insPectj-ons
2. General structural inspections
3. Mechanical insPections
4. Electlical insPections
5. Certificate of Occupancy inspection
(or Certificate of ComPliance)
6. Notification when deficiencies have been corrected'
7. Public R.O.W. improvements including curb cuts'
walksr etc.
The contractor has exclusive responsibility . for construction
means and tectrniquls including compl.iance with. all regulations
q"";i"inq safety'TnJ healttr oi employees and-the public in the
vici.nity of the pio:..t. The contractor shall assess proposed
conditions and rnike -aI1 necessary preparations and precautlons
such as shoringf Lt..itg, scaffotaing' de-wate-ring and. o!h9l
temporary construction necessary to ac-omplish the work in full
;;6ii;"ae with the requirements of this section'
Itshallbetheexclusiveresponsibilityofthecontractorto
arrange and procui" -i"v permits, licenses, inspections, and all
0"""*6"t"tion of compriance reguired by governing Federal, State'
cou.tty, Municipal and special laws and regulations'
END OF SECTION 01060
I
I
I
responsible for coordinating aII
including but not limited to:
I
I
I
t
I
I
I
I
I
I
I
I
t
I
t
ANTLERS CONDOMINIUMS ADDTTION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
01060 -2
I
I
T
I
sEcTroN 01065
HAZARDOUS MATERIALS REQUIREMENTS
PART 1 - GENERAL
RELATED WORK
Secti-on 0L010
Section 01100
Section 02070
Summary of Work
Special Project Procedures
Selective Demolition
I Asbestos Removal:
t Where asbestos materials exist in locatj.ons affected by thisproject, abatement measules shall be accomplished by the Owner.
Asbestos containing materials may exj-st within the general
project alea where such materials are not exPected to be
disturbed during the work. If required by regulatory agencies
having jurisdiction over the project, the Owner wiII provide
necessary reports, including clearance reports, in a manner and
time that will not inhibit the work and schedule of the
contractor.
SUBMITTALS
MATERIAL SAFETY DATA SHEETS (MSDS) :
Copies of all material safety data sheets for aIl applicable
products, including but not limj.ted to: paint adhesives, mastics'
solvents, and finishes, etc. shal-l- be retained on site by the
General Contractor for aIl applicable products used during the
construction and/or remodeling activlties. Copies of all MSDSTS
shall be supplled to the Owner's Representative upon request and
shall be included when the final as-built construction prints are
delivered as per applicable contract speciflcati-ons.
PROJECT/SITE CONDTTIONS
HAZARD COMMUNICATION REQUIREMENTS :
All contractors are responsible for compliance with mandatory
federal rules and regulations concerni-ng Hazard Communication'
speclfj-cally those regulations contaj-ned in 29 cFR 1910.1200
Hazard Communications.
Al-1 Contractors working at site shall make availabl-e to the
General Contractor and the Owner's Representative, upon request,
copies of the Hazard Communication Program used by their firm- In
addition to this requirement, all regulatj-ons related to MulEi-
employer workplaces shall be adhered to. These regulations are
found in 29 cFR 1910.1200. (e) (2)(i) through (e) (4) specifically.
I
I
I
I
I
I
I
I
t
I
I
I ANTLER. coNDoMrNruMs ADDrtoN/RENovATtoN
- TOWN OF VAIL, EAGLE COUNTY, COLORADO
t
I
01065 -1
Empi-oyers who foduce, use, ol_:!ore nufaou, chemicars ar aworkplace in skh a way that emproyees of otherbe exposed (for ,exalnp{!, "rproy"""_ 9r " .";;l;;.;l5i.r"::l:!"Ulworking on-site) strltt aabiiLonar:.y
".,"ui-"-- inut rhe ,hazard
;:f$:i::lolni'roon,1J*r1fl"too"o'no impr"*"'led under p".;;;;;;
(e) (2) (i) The methods the empl0yer wirl use to provide theother empr-oyer(s) with " cgpy 6r trr" m.t!.i.r safety darasheet, or ro make ir avairiuil..i .';#;rr .o"".ron in rheworkplace, for each hazardous. chemicaiiir. o-tir.. empl0yer(s) ,employees may be exposed to wniie--w..ii.gl ".
(e) (2) (ii') The nethods the empl0yer wirl use to lnform theother empJ_oyer(s.) of any- precautiorr".y *".J,r-res that need tobe taken to p,rotect empl0yees during_ the workplace r s normaloperating conditions anO in foreseeafl. .*"il.rr.ies,. and
(e) (2) (iii) The methods the e-mproyer wirr. use in inform the;::;;r.:3:1over (s) or the l;beiins "1*."i used in rhe
(e) (3) The empl0yer. may rely on a,n existing hazard conmunicationprogram to comoly with these requirements, irovidecl that it meetsrhe crireria ehiutisneJ in-t[iJ'paragrapn (e) .
(e) (4) The employer shalr make the written hazard communicationprogram avairable,. upon request,^ to ernptoyeesf-in.i, designatedrepresentati-ves, the Assisiant .tj"_lgaqlv-'"-rii' tr,. Director, inaccordance with requj.rement" oi zg crn-lgio.-iit.i..
The referenced regulations were excerpted from 29 cFR 1910.1200.This excerpt sharr not ue--ie:-iea -opor, --ror.-iornpriance withmandatory federar, state ana tocat t"iri.tiJis. tne contractorshalt comprv wirh arr-- sucrti-egu-rltior,"-il;-;;ir be solery riabre::: #.":rins thar all resuir6menrs unaei .-pJii*r" resurarions
PART 3 - EXECUTTON
I NSTALLAT TON/APPL I CAT ION /ERECT ION
ASBESTOS DTSCOVERYThe contractor is cautioned to be arert to the possibility thathis work may uncover asbestos containl"s ;,1t";;.il. rf suspectedmaterlals are found, the conrracror s-nal1 -;;ai;y the owner,srepresenrarive and srop arl work in thg "-; ;;;ii"t"ry. rf rhesuspected materi-a1s prove ro contain "";;;1";;*';;" owner shal.r.arranqe ro have rhe materials abatea in iii;;I; ,n"r,r,"r.
END OF SECTION 01065
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
t
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO 01065 -2
I
I
I
I
I
I
t
I
I
I
I
I
I
I
sEcrroN 0107I
DEFINITIONS AND CONVENTIONS
PART I - GENERAL
This sectiOn defines certain works, phrases, and conventions used
in the Construction Documents. Definitions and conventions
specified in this section shall apply unless specifically
i.ndicated otherwise elsewhere in the construction Documents.
DEFINITIONS
DAYS
Unless otherwiSe stated, the term "days" shall refer to "calendar
Daystt.
DEMOLISH
AIso DEMO
Dismantle a defined component. of existing construction, remove 1t
from the site' and disPose of it.
ENGINEER
Design professional acting as consultant to the Architect and/or'
Owner.
INDICATED
Information communi-cated in any portion of the construction
Documents. cros s-re ferencing between porti.ons of the construction
Documents i_s normally requi-red for complete communication.
INSTALL
Contractor operations at
interchangeably with PROVIDE.
the project site. Also used
PROJECT
All work associated with the project as
Documents.
PROVIDE
Supply and instalI, complete systems ready
use. See INSTALL.
RElNSTALL
Install a comPonent of existing
removed from its initial location
manner indicated.
indicated in the Contract
for their intended
construction (which has been
) into new construction in thet
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VA|L, EAGLE COUNTY, COLORADO
01078 -1
REMOVE
Dismantle
dispose,
indicated.
WORK
AIso THE WORK
All work associated with the project as indicated in the Contract
Documents.
CONVERSIONS
IMPERATIVE LANGUAGE
Where imperatj-ve language is used in the Construction Documents
it is directed at the Contractor.
EXISTING VS. NEW CONSTRUCTION
]n these Construction Documents new Construction is not
specifically noted as "new'. Existing construction is qualified
with the word "exj-stingn (also "(E)' and nexist.r)
END OF SECTION 01078
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNW, COLORADO
a defined component of the existing construction andrei-nstalI, or deliver it to a specific entity as
t
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
t
01078 -2
I
I
I
I
T
I
t
I
I
I
I
t
I
I
I
t
I
I
I
sEcTroN 01100
SPECIAL PROJECT PROCEDURES
PART ], - GENERAL
WORK INCLUDEDolork specified in this section incruded speciar requrrements,scheduling, sesuencing, "t".-- *ni"h --u;; ,5iiii"a for orderlycompletion of the prolect.
WORK BY OTHERS
Il:^^O_t"ll may .provide work on !h" project lnvolving in_houserorces- The contractor sha1l coordinatl nis activilres with thoseof the Owner so. that the scope and ""qrr.rr"" ot the projectproceeds in a loglcaL and uninterrupted man-ner.
SEQUENCING/ SCHEDULINGConstruction Schedules Coordination :certain portions of the project may be accessed for constructionbefore stated dares. ceitain porrions of aiii; pioiect musr becompleted before stated dates.- The contractor inarr coordinatehis activities to assure compli-ance with the construction datesestablished by the contract.
The contractor will be allowed access to criticar- areas forinformati-on' measurements, and minor work in preparation for thestart of construction. Access prior to the "starl" dates must bearranged with the Owner.
END OF SECTION O11OO
ACTIVTTY
CONSTRUCTION START
GARAGE, SKT STORAGE, LOBBY,/OFFICE,01 BEDROOM/BATH ADDITION
BALANCE OF COMPLETION
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
MUST BE COMPLETE
APRrL 1, 2000
NOVEMBER 24, 2000
JULY 1, 2OOt
01 100 -1
t
T
I
I
t
I
I
I
T
I
I
I
I
I
SECTION O12OO
PROJECT MEETTNGS
PART I - GENERAL
CONSTRUCTION PROGRESS MEETINGSThe contractor and. primary sub-contractors sha.r.1 meet at theproject sire wirh rhe ArchiteJ ana/or o;;;;'"-rJfr"."rrative forregularly scheduled progress *..tirrg". For this- prolect, thesemeetings will be hLId- twi_ce each month J,riir.g periods ofdemolition activity. The contractor sharl not ,r.ri.l-"tera1ry cancelor reschedule progress meetings without prior .roiiricatio.r.
MEETING REPORTS
The contractor i-s responsible for conducting and keepi_ng minutesof meetings- The contiactor shal1 transmit mlnutes of meetings tothe Architect, owner's representative ana ot-neilartres affectedby the issues raised and/or resolved at each *""-ting. Di-stributeminutes as soon as possibre after meetr-ng. Meeting minutes shalr-i nal "^^ .rrr\,J. tl \I (: _1. General. progress and status of the project;a. revlew and discussion of progress Report as defined i-nSection 01310;b. comparison of progress with the demolition prolecE.schedule.2. Construction Schedule statusia. portions of the work ahead of schedule;b. portions of the work behind of schedule;c. critical materials delivery problems.3. Change Order statusia. items pending pricing;b. items pending approval .4. Submittals Stauus:a. critical items pending submittal;b. critical items pending review;c. spread sheet log of submittal status.5. Construction problems;
a. discussion of construction problems arising from:(1) unknown conditions discovered12) sequencing probJ-emsb. resolution of undefined construction detail_s and/orprocedures.5. Review of unresolved problems from prevj_ous meeti-ngs.
I 7. Observation of construction to ideniify and resolveI construction issues. .8. R.F.I. (reguest for information) status spread sheet 1og.
I 9. P.R. (proposal reguest) status spreadsheet toq
I END oF sEcrroN o12oo
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNry, COLORADO
01200 -1
I
I
I
I
t
I
I
I
I
I
I
I
T
I
I
I
I
I
I
SUBMITTALS
The Contractor (s) shall submit a complete, written schedule to
the Owner's representative and Architect covering a1I portions of
the work in tnis contract. Iilork shal1 not commence until such
schedules have been approved. No pay applications will be
processed until ..t ".c"ptible construction schedule is on file'
The schedule shal1 corrunence wi-th the issue of "NoTIcE TO
pRocEED", and shatl terminate with the completlon of the project
and/or certificate of occuPancy issued by the Town of vai1.
Submitthree(3)copiesofconstructionScheduletotheArchitect
and owner's represe-ntative for review. one copy wil]- be returned
to the Contractor.
Construction schedule sha11 be "Critical Path", using bar chart
or network diagram, and/or other format accePtable to Owner and
Architect.
WEEKLY PROGRESS REPORTS
At each construction Progress Meeting, the contractor shal1
present a thlee week scheduie of current construction activities '
The schedule shal1 contain planned and actual activities and
dates for the previous week, the current week and the next week.
MONTHLY PROGRESS REPORTS
The contractor shal1 submit monthly progress reports to. the
owner,s Representative and Architect- indicating the ac'tual
progress of the work. The format for the monthl.y Progress reports
shall be the same as that of the approved Construction Schedule'
A11 applications for payment must be accompanied by the monthly
progreis report. Ho appr:.cations for payment will be processed if
current progress reports have not been submitted'
COORDINATIONThe contractor shaIl carefully coordinate demolition and new
construction to prevenE excessive exposure of unprotected
building components.
The owner reserves the right to request reasonable modificatlons
to construction schedules to acconmodate special circumstances.
SECTION 01310
PROGRESS SCHEDULES
PART I - GENERAL
ARCHITECT NOTIFICATION
Withi.n 2L cal-endar days of the Notice to Proceed,
shall identify in writi-ng to the Architect
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
the Contractor
all specified
01310 -1
omat,errals, products,
installed within theand/or schedule will-
which are beyond the
and components which cannot be delivered and
Contract Schedule. Formal changes for itemsbe considered to accommodate those itemscontrol of the Contractor.
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Material, Product and Component delays not previously identified
according to this Section of the Specifications shal1 be the
exclusive responsibility of the Contractor and subject to thepenalties defined 1n the Supplemental General Conditions.
In the interest of Project Scheduling, within 28 calendar days
after the Notice to Proceed, the General Contractor shal1 submit
all Division 08700 Hardware and Division 08100 Metal Doors and
Frames.
END OF SECTION 01310
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
01310 -2
T
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01330
SURVEY DATA
PART 1 - GENERAL
CONTROL LTNES AND POINTSThe Contracto. _:li-ll employ. the services of a registeredProfessional Engj_neer to establish the Uase lines, gradeerevations, €tc- provide arr stirls. temprates, platforms, rangesand Labor requi-red in the setcing of' contror- fornts and theraying out of the work. rnl--contractor shari preserve andmaintain arr contror rines and points until tn" project isaccepted.
The_*Topographic._Sur.ve_V], prepared by Eagle Valley Surveying fnc.#2372 dated 2/4/9'7 stratt ier.re as the basis of su'rvey i_nformationand reference data. (Reproduced in contract documents.)
LAYOUT
Iilorking from lines and revers established by the property survey,as indicated in relation to the work, eltauriin and maintainbench marks, batter boards and other dependable markers to setthe lines and levels for the work at each story of constructionand elsewhere on the site as needed to prope-rly locate everyelement of the work for the entire project.
cal-culate and measure required dimensions as shown withinrecognized.or specified tolerances. Do not scale the Drawings. rfany dimension cannot be determined by written dimensions tr bythe carcuration of dimensioned components, contact the Architecland/or Engineer for additional j_nstructj.ons.
COORDTNATION
coordinate all trades and provide additionar benchmarks, levels,etc. as may be needed for proper execution of the work.
END OF SECTTON 01330
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
01330 -1
t
I
I
t
I
I
I
I
T
I
I
I
I
t
I
I
sEcTroN 01340
SHOP DRAWINGS,PRODUCT DATA, AND SAMPLES
PART 1 - GENERAL
SUBMITTALSShop Drawings, Product Data, Samples and other submittals
required by other sections of these specifications shall be
processed in fulI complj.ance wi.th this section.
Coordinate and sequence submittals to avoid delays in the work.
Provide a status spreadsheet log surnmarizing all submittals for
review at constructi-on meetings. Submittals requiring review or
selection by the Archj-tect and/or Engineers will be acted upon
wi-th reasonable promptness,
Label each submittal clearly to identify the project' date'
General Contractor, submittal name, and Specification Section
number.
Do not proceed with purchase, fabrication, or installation of
submittal related work until marked either "No Exception Taken"
or "Make Correctj-ons Noted" by the Architect and,/or Engineer.
work out required prior review shal'l be.
subject to rejection. Removal and reconstruction of rejected work
sha}l be at the Contractorrs expense.
Submittals marked "submit Specified ltem" are so identified to
indicate that the item submitted for revi.ew is not a product or
material approved for use in the project. Submittal of one of the
approved products or materials is required.
Submittals marked 'Revised & Resubmit" shall be changed according
to notes attached to the submittal and shall be resubmitted. If
"Revise & Resubmit' is marked in conjunctlon with "Make
Correct,i-ons Noted" the submittal shal1 be corrected to reflect
needed changes and resubmitted as a record of installed products
and/or materials; however, submittals so marked may proceed with
manufacture, fabrication, and installation wj-thout further
ArchitecturaL revi-ew.
CONTRACTOR RESPONS IBILITY
Under no circumstances shall un-reviewed submittals be perrnitted
to be used in conjuncti.on with the work.
Submj.ssion of Shop Drawings, Product Data, and Samples sha1l
constitute a representation by the Contractor and his
subcontractors that he/she has reviewed the submittal and that
all measuremdnts, conditj_ons, and relevant criteria of the
I ANTLERS coNDoMrNruMS ADDtrtoN/RENovATtoNr TowN oF vAtL, EAGLE couNw, coLoRADo
I
I
01340 -1
o
Doc uments have been che ocke .l . werifica. and t
st !v!!!:vs,Construction
coordi-nated.
QUALITY ASSURANCE
The Archj.tectrs and/or Engineer's revj.ew of submittals is for
overalL design conformance' color, texture' pattern' etc. The
Contractor shaLl assume ful1 responsibility for dimensionaL
accuracy. quantlty, compliance with Drawings and Specifications'
perforrnance, errors, and omissions of Submittals. Any and alL
discrepancies between submittals and Contract requirements shall
be specifically identified i.n writing at the time of submission.
Such discrepancies shalt be considered non-conforming work unless
specifically waived in writing by the Architect and/or Engineer.
Subrnittals processed by the Architect and/or Engineer are not
Change Orders. The purPose of submittals is to demonstrate that
the Contractor understands the design concept' and that such
understanding is demonstrated by indicating and detailing the
fabricaLion and install-ation methods intended to be used.
Refer to Specification Section 01049 - Architect Coordination for
requirements and outline of required submittals.
REVIEW BY THE ARCHITECT AND/OR ENGINEER SHALL NOT RELIEVE THE
CONTRACTOR FROM FULL COMPLIANCE I{ITH REQUIREMENTS OF THE
CONSTRUCTION DOCUMENTS.
If deviations, discrepancies, or conflicts between Shop Drawi-ng
Submittals and the design drawings/specifications are discovered
either prior to or after Shop Drawing Submittals are processed'
the design drawlngs/specifications shal-I control and shall be
followed unless specifically approved/authorized otherwise.
SCHEDULING
The Contractor sha1l prepare a schedule of anti.cipated submittal
dates which shaLl include the date of del.j.very to the Architect
and the date the submittal is to be returned to the Contractor.
The schedule shalI be approved by the Owner, Architect, and
Contractor. No adjustments for project delays due to rejection of
submittals will be considered.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
COLOR SELECTION
No color, Pattern or
samples for all such
Archi-tect.
textule selections will be made until
selections have been received by the
DELlVERYunless otherwise noted in wrj-ting upon submission to the
Architect, submittals shall constitute an implied statement by
the contractor that submitted items can be fabricated and
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
01340 -2
I
T
I
I
I
t
I
t
I
I
I
I
I
t
I
I
delivered to the
Schedule.
ject site within the o
!,!v posed Proj ect
QUANTITY OF SUBMITTALS REQUIRED
ine Architect requires a minimum of two (2) copies of each
submittal for his files. submittals requiring action by any of
the Architectrs consultants will require one (1) addi-tional copy
for each consuftant involved. For submittals larger than l-1' x
!7", submit one reproducible copy to the Architect, in addition
to the minimum quantities specified above.
SUBMITTALS
SubmittaLs shall
Drocedures:
conform to the following requirements and
o
l1! v
SHOP DRAWINGS (SD) (Refer Section 00810)
Shop Drawings shall be clear and accurate graphic representations
drawn at an appropriate sca1e, with complete information details'
and dimensions necessary for proper fabri-cation' construction,
assembly, and installation.
ROUGH-IN DRAWINGS (RD)
For atl equipment requiring mechanical and,/or electrical
connecEl-ons, rough-in drawings shall be provided which show size
and location reqriired for aII utilities. Where flexible or quick-
connects are to be provided, submittaLs shall clearly show the
size, type, and Iocaiion of rough-in piping/electrical etc'
PRODUCT DATA (PD)
Product Data, including manufacturerts literature, specl-mens,
guarantees,/warrantj.es, and test data shall be for information and
iecord only. Unless otherwj-se noted, the Architect and/or
Engineer wiil not return reviewed Product Data submittals to the
Contractor.
SAMPLES (SA)
Provide samples identical to conditions and materials proposed in
the work. Where the Architect's selection is required, provide a
complete set of optional samples. where required, plepare samples
to conform to the Architect's specifications.
Adequately labeI each sample for distinguishing
future duplication in the work.
and precise
REGULATORY SUBMITTALS
submi-ttals to regulatory agencies shall- be provided in the
quantities and foimats a! specified by the regulatory agencies '
S-ubmit two copies of all such submittals to the Architect' Submit
the required- number of documents directly to the regulatory
agency.
I ANTLER' coNDoMtNtuMs ADDtrtoN/RENovATtoN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
t
01340 -3
MANUFA.T'*'* ot r rrcATroN/.ERTr FrcAT roN
Subrnit 3 copies of required manufacturer
o
cert
APPLICATOR QUALI FICATION/ CERTl FICATIONApplicator Qualification,/Certification shall consist of acerti.ficate, Ietter, or other appropriate document issued by aproduct manufacturer or regulatory agency which states that the
company or individual who i.s applylng or installing the product
has been trained and/or certified by the certificate j.ssuer andthat product guarantees/warranties will be honored. Submit 3copies of each qualification/certification document.
TEST REPORTS
The results of test reports prepared by the Contractor's testingconsultants will be forwarded to Ohrner I s Representative,Architect, Eng:ineer and Contractor by the testing company as soonas results are available.
OTHER SUBMITTALS
The Contractor shall provide additional data as requested where
such information is needed to verify compliance of materials,
processes or workmanship with Contract Documents.
END OF SECTION 01340
trla-ar1/1ne
I
t
I
t
t
I
t
t
I
I
T
I
t
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01340 -4
I
I
I
I
I
I
I
I
T
I
I
I
I
I
I
I
SECTION 01370
SCHEDULE OF VALUES
PART 1 . GENERAL
upon teceipt of "Notice to Proceedr' and before the first
eilplication for Payment, contractor will, !n coordination with
iiritiaf submittals, submit three (3) copies of a schedule of
values according to C.S.I. format for approval .
Schedule of values will provide a breakdown of the conEract sum
showing the amount of work that is required by each line item.
Arrange schedule of values with columns providing information for
each work category, subcontract and./or trade accordj.ng to
standard practlce. Refer Book L schedule of Price and Quantities'
Except as otherwise required, major cost items,.which are not
directly cost of work-in-place, such as distj.nct temporary
facilities, may be either lhown as line items in schedule of
values or distributed as general overhead expense, at
Contractorrs option.
END OF SECTION 01370
I ANTLER' coNDoMtNluMs ADDlrtoN/RENovATtoN
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
01370 -1
t
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 01390
QUALI FICATION CERTI FICATION
PART ] - GENERAL
TRADE QUALIFICATIONAs identj_fied in other section(s) of these specifications, thecontractor.proposed to perroim t".t.in portions of the work sharlprovide written certifitation of experilnce i"J q""rirications.
subnit to the owner' Representative and Architect a writtenstatement of ,the pro-posed Contractorts gualificatj.ons,experience, and/or manufacturerrs certification to performidenti-fied portions of Ehe work.- Except as specificalry notedotherwise, reguired manufacturer's quiriri""iio., certifi-cationshaIl have been issued and in effect no less than six (G) monthsprl-or to the Bid_.opening. Refer to individual specificationsections for detai.ling requj.rements.
Do.not proceed with rerated work until- such certification isreviewed and accepted by the Architect. work which is executedwithout required pri.or gualification review by the Architectshall be subject to rejecCj_on.
CERTTFICATION REQUIREMENTSFailure to submit required certification data within thedesignated period or failure to satlsfy the specified minimurnstandards for qualification review by the Architect shalL besubject to rejection.
work which is executed without required euarification cert-ification sha1l be subject to unconditional rejection andcomplete replacement according to the specificatibns at theexpense of the Contractor.
SUBMITTALS
submit 3 copies for certifj.cation, 1 of which will be acted uoonand returned to the Contractor.
I END oF sEcrroN 01390
I
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01390 -1
I
T
I
I
I
I
t
I
t
I
t
I
t
I
I
I
SECTION 01400
QUALITY CONTROL
PART 1 - GENERAL
WORK INCLUDED
The Contractor is responsible for coordination of guality control
of the Constructj.on. All acquisition of materials. sequence of
construction (except as otherwise j.ndicated) , and means and
methods of construction shall be the responsibility of the
Contractor. Provide "Special Inspections" as required by Uniform
Building Code 1997 Edition Section 1701..
The Contractor shall be responsible for assuring compliance with
the qualj-ty standards as indicated in the contlact Documents. In
addition, the Contractor shall be responsible for:
1. Review of submittals prior to thelr being forwarded to the
Architect for review. The Contractor sha1l mark submittals with
comments and shall indicate the date and party conductinq the
Contractor's revi-ew of each submittal .
2. Spccial Inrpcctioa!: The General Contractor and/or
appropriate subcontractor shall employ a special inspector to
inspect the following work:
WeldingFireproofing of all structural steel members.
The special inspector shall submit a copy of all reports to the
GeneraL Contractor, the Owner and Town of Vail Building
Inspection Division, and submit a fj-nal report indicating
conformance wj-th plans and specification and all appli.cable
workmanship provisions of the Uniform Buildinq Code (1997
Edition) .
3. Final j-nspection of the project prior to calling for the
Architect and Owner's Representative to conduct a final
inspection. The Contractor shall provide his inspection cornments
to the Architect and Owner's reDresentative prior to the scheduLe
final inspection.
4. Verification of completion of punch-Iist items prior to
calling for verification inspection by the Architect and Owner's
Representative.
I ANTLERs coNDoMrNruMs ADDrroN/RENovATroNr TowN oF vArL, EAGLE couNw, coLoRADo
I
I
01400 -1
STANDARDS
Generally accepted Construction Industry standards for matqrials,
products, quali-ty, and workmanship shall supplement the
Specifications. The Contractor shal-1 provide materials andproducts which conform to industry standards of quality.
Construction tasks shall be performed by craftsmen skilled and
experienced in the trades required. Work shaLl be subject to
review by the Architect and/or Engineer. Work and,/or materials
which fail to meet accepted industry standards of perfornance,
quality, and,/or appearance will be rejected and shall be brought
into compliance or replaced by the Contractor at no additional
cost to the Owner.
MATERIAL AND WORKMANSHIP
UnLess otherwise specified' or indj.cated on the drawings,
material shall be new, of best quality, and without flaws, and
delivered upon completion in an undamaged condition. Workmanship
shaII comply with provisions of Uniform Building Code (1997
Editj.on) .
Workmanship shal.l be the best of its respective kind. Labor shall
be performed in a thorough workmanlike manner by quallfied,
efficient, and skilled mechanics' acceptable to the owner's
Representative, Architect and other trades involved on the job
reguiring acceptable substrate for the performance of their work.
MISCELLANEOUS CONSTRUCTION
The contractor shal1 supply necessary backup construction'
miscellaneous screws, bolts, fasteners, trim, and other
accessories required for the compJ.etion of all parts of the work.
Miscellaneous and accessory items shall be of a size, type' and
finish appropriate to the task and compatible wj.th the finishes of
materials with which thev are used.
DRAWINGS AND FIELD MEASUREMENTSThe Contractor shall verify dimensions which may effect the
assembly of various parts of the project. Discrepancies between
actual and designed dimensions which rnaterially affect the
function or appearance of an area shall be reported to the
Architect.
INSPECTION REPORT
The special inspector shal-I submit a final signed
whether the work was, to the best of hj-s knowledge.
with the approved plans and specifications and
report stat j-ng
in conformancethe applicableCode. ( 199'7workmanship provislons
Edition)
END OF SECTION O14OO
of the Uniform Building
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
01.tOO -2
I
I
I
I
I
t
I
I
I
I
t
t
t
I
I
I
T
I
I
sEcrroN 01410
TESTING LABORATORY SERVICES
PART 1 - GENERAL
QUALTTY ASSURANCE
The contractor is responsible for complying with the requirementsof the contract Documents. Testing- pertirmed br tn6-=o*".r;"Agents sharl not be relied upon by ini contii.toi as suffi-cientto a_ssure compliance with the contract Documents. The contractorshal1 procure and pay for testing necessary to assure that theconstruction is in compliance with the contract Documents.contractor shall. procure and pay for "special rnspections" asitemized in section 01400 and in -conformance with u.B.c. chapterL7.
TESTINGTesting Laboratory and/or Engineering services are required forquality control in portions of the work identified in othersections of these specifications. The contractor sha1l provideai.l materials required for testing at no additional cost.
Tests required by these Speciflcations sha11 be performed instrict accordance with referenced testing methods, procedures,and condi-tions. Pertinent data shall be included in clear,comprehensive written forms according to the Architect's orEngineer' s requirements.
COST OF TESTINGUnless indicated otherwise, testing shall be performed by theappropriate authorized agents, at the contractors expense.
Costs for retesting of non-complying work shal1 be borne by theContractor.
According to the judgment of the Architect and/or Engineer, ANyportion of the work in this contract may be tested at any tih6for any reason. Costs for such testing shall be borne by theContractor only if such tests indicate that work does not meetContract Document requirements.
EQUIPMENT TESTING
Equipment testing shal1 be as determined appropriate by the
Ownerr s Representative to assure proper performance according tothe manufacturer's specifications for each egulpment item.
ANTLERS CONDOMINIUMS ADDTTION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01410 -1
After all utility connections to equipment are completed, thecontractor shal1 conduct final tests _of .eguipment in presence ofArchitect, Ownerrs Representative, nnginlei ".rAZo. their dulyauthorized representative (s) .
Unless waived in.writing by th.e -Owner,s Representatj-ve, therequirement of this seition shalr appiy t-o- arr instalredequipment items having utj_lity connections.
ARCHITECT NOTIFICATIONThe contractor shalr be responsibr-e for notifying the Architectat least three (3).working diys prior to commencing work which isidentified as requiring testing.
COORDINATIONRefer to secti-on 01,049 - Architect coordination for relatedrequirements and outline of required testi.ng and raboratoryservLces.
SUBMITTALS
TEST REPORTS
Test reports, whether performed for the owner or the contractor,shall be submitted to the AlchiEect, orrnerrs Representative andcontractor as soon as results are available. Reports sha11 beclear, concise, comprehensive wrj.tten forms contalnj.ng requiredtest results.
SOIL COMPACTION:1 test per 200 sq. ft. area for each footing/foundation, trenchbackfill, each pit backfi1l, and utirity trenches under froorslabs, walks, terraces and concrete and asphalt paving.
ASPHALT PAVING:1 test per 200 sq. ft. area at base course.
CONCRETE TESTING:1test for each days placement minimum and,/or each LO cu. yd.,whichever i-s greater. Provide strength tests at ? and 2g days,slump and air entrainment tests. (Refer Section 03300)
END OF SECTION 01410
ANTLERS CONDOMINIUMS ADOITION/RENOVATION
TOWN OF VAIL. EAGLE COUNW, COLORADO
I
I
I
I
I
I
I
II
I
T
I
I
I
t
I
T
t
t
I
01410 -2
I
I
I
I
I
I
T
I
T
I
I
T
T
I
I
I
I
I
t
sEcTroN 01510
TEMPORARY UTILITIES
PART 1 - GENERAL
The Contractor sha1l arrange for aII temPorary util-ities needed
by him durJ-ng the proiect and shall pay all fees and changes
related to such utilities.
The following utilities j.n the existing building will be made
avaj-1able for the Contractor's use in the perforrnance of work in
thi"s Contract:
WATER/POWERThe Contractor may use indicated utilities, provided the
contractor supplies aII materials, equipment, and labor required
to extend the utility to the work area' and provided the
Contractor removes such extensions at the end of each work day
(unless otherhtise arranged. ) Plotect utilities from damage and
freezing durJ.ng the duration of demoLition activities '
The Contractor shalI take precautions to protect any and all
existing utilities which may be utili.zed by him in the
performance of his work. No utility shall be overloaded or
subjected to usage in excess of the normal usage expected for.
such utility. The contractor shall perform such tests as are
necessary to determine existing loads and spale capacities so the
construction usage can be appropriately sized. Protect water
service mains, house mains and fire protection mains from
freezing.
USE OF EXISTING TOILETS FORBIDDEN
lhe use of new and,/or existing sinks, toilets, l-avatories, floor
drains etc. by construction personnel is strictly prohibited. The
Contractor shlll provide temporary toilets as requi.red for health
and sanitation.
TEMPORARY HEAT
The Contractor shall provide temporary heat during construction
as required by the various sections of the specificatj.ons or as
needed to assure that work is performed under environmental
conditions which are appropriate. Protect the work and water
Iines/facilities from damage during cold weather by the judicious
application of acceptable temporary heating methods.
USE OF PERMANENT HEATING EQUIPMENT
Permanent heating units may be used for temporary heating
purposed provided:
1. The Contractor makes request and receives approval
from the'Architect and Owner's RepresentatLve.
2. Heating unit is safe to operafe.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COTORADO
01510 -1
Contractor shall provide temporary filters for all air
handling units. Filter shall be tight-fitting and
shall be replaced with permanent filters after finai
cJ-eaning of the project.
Units and ductwork used for temporary heat are cleaned
and placed in first-class working order prior to fi-nal
acceptance of the project.
5. Use of the units for ternporary heat shall not reduce
the mandatory warranty period of one year from the
date of final acceptance.
DRINKING WATER
The contractor shall be responsibLe for providing clean, fresh,
safe drinking water during constluction.
PART 2 - PRODUCTS
Tempolaly heating units sha11 be in good repair and shal1 be
maintained in good operating condj.tion during their use..A11
temporary heating units must be tested and labeled by U.L., F.M.,F.I.A. or other recognized organization related to the fuel bej-ng.
consumed.
Salamander or open burning temporary heating units shall not beused, unless approved by the architect and the owne! I s
representative.
PART 3 - EXECUTION
MAINTENANCEMaintain all temporaly heating equipment for safe and efficientoperation. Provi-de adequate ventilation to prevent condensation
and to provide adequate combustion ai.r.
T
I
I
T
I
I
I
I
I
T
I
I
I
I
I
I
I
T
I
Comply with
j urisdj.ction.
Maintain all
all requj.rements of governmental agencies having
temporary utilities in safe condition.
END OF SECTION 01510
ANTLERS CONDOMINIUMS ADOITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01510 -2
T
t
I
I
I
I
I
I
I
I
I
I
t
I
t
I
SECTION 01520
TEMPORARY CONSTRUCTION
WORK INCLUDED
Temporary construction required for general prosecutlon of the
work.
RELATED WORK
Section 01100
Section 01530
Special Project Procedures
Barriers and Enclosures
CONSTRUCTION FENCING
The General Contractor shall erect a security fence around the
constructj-on site aS necessary to provide access for construction
operations and maintain seculity protection throughout the
construction period. The security fence shaIl encLose an area
sufficient to completely enclose all of the construction site
includi-ng Contractbr's work area, sPace for staging, stockpiling
of materiaLs, field offices, storage trailers and sheds.
The Construction Fence chain-link fence of 6r -0' height
(minimum) .
The Construction Fence shall be removed by the Contractor at the
cornpletion of construction. Damaged or disturbed soils sha1l be
regraded and compacted as specified.
TEMPORARY GATES AND CLOSURES
Where new construction or demolition operations require' gates or
temporary enclosure shal1 be installed at each connecting
opening. Secure constructj-on site at completion of each days
work.
SHORING AND BRACINGl{here construction requires temporary shoring, underpinning or
bracing of excavations, beams. columns, etc. during excavationt
erection, demolition, cutting, etc., the Contractor sha11 provide
such temporary construction of tlpe and configuratj-on appropriate
for the task. Should engineering be required for temporary
shoring or bracing, the Contractor shall acquire and pay for such
engineering.
REGULATORY REQUIREMENTS
All temporary construction shalf be installed and maintalned in
compliance wittr the regulations of appropriate governmental
agencies.
END OF SECTION 0].520
I ANTLERs coNDoMrNruMS ADotrtoN/RENovATtoNr TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
01520 -1
t
I
I
I
t
I
I
t
I
I
I
I
SECTION 01530
BARRIERS AND ENCLOSURES
TRAFFIC ROUTING
Pedestrj-an and/or vehicular traffic shall not be impeded by
operations conducted in the execution of this Contract' except as
permitted in writing by Town of Vail authorlties prior to
constructi.on.
Closures and alternate routing of traffic shall be performed in
full compliance with the laws, regulations, and procedures of
governing authorities, applicable codes, and regulations.
PROTECTIVE BARRIERS
The Contracto! shal-l erect suitable barriers for the protection
of workers and the general public from demoliti,on construction
hazards. Barriers shall be accompanied by appropriate signs
and/or rnarkings for the identification of hazards. Barriers
within public R.O.W. sha11 comply with Town of Vail requirements.
ROOF ACCESS BARRIERS
Roof access ladders and scaffolding sha}l have barriers provj.ded
to prevent access by unauthorized persons or removed at the end
of each work day.
In lieu of constructing alternate means of egress and
circulation, the General Contractor may permj.t coordinatj.on of
construction into phases to permit partj.al use of construction
areas at all times.
ENVIRONMENTAL I{AZARD CONTAINMENT
The Demolition Contractor shall erect barriers suitable for the
containrnent of environmental hazards, if necessary. Environmental
hazard contai-nment barriers shall be constructed and maintained
in compliance with the requirements and regulations of local,
state and federal regulatory agencies.
PERMITS
I Contractor shall acquire all perrnits reguired for erection of
I barriers in public way.
PART 2 - MATERIALS (NOT USED)I PART3-INSTALLATIONr
I NSTALLAT I ON /APPL I CAT I ON /ERECT I ON
contractor shall erect and maintain barriers to provide
continuous effective hazard protection. Minimum standards of
governing agencj-es shall be foll"owed.
END OF SECTION 01530
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VA,IL, EAGLE COUNTY, COLORADO
I
I
I
I
I
01530 -1
I
I
I
I
t
I
I
T
t
I
I
I
I
I
t
I
I
t
I
sEcTroN 01540
SECURTTY
PART 1 - GENERAL
SECURITY
work areas shar-l be secured at the end of each working day and atother times when. construction areas are not manned. Thecontracror shalr^ ,.l+ri-l;;;;;".y doors, rencins, sares, orother closures ?s needed to pr-rr"rrt the entry of unauthorized:i:::H:i. provlde adesuate -iocrins mechaniims for securiry
The existing security provisions may be used provided those|:::ili:ls are adesuite't"-p.."""t ttre eniiv- or unaurhorized
The security of connecting or adjacent existing strucrures shalr.not be compromised by tle conslruction. rhe- contractor sharlprovide adequate fenci-ng, u.rii.i", barricades, "t. necessary tomaintain building s"c',rrity "ra ".p".ation from existing areas to.be occupied duririg construction.
END OF SECTION 01540
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01540 -1
I
I
I
t
I
SECTION 01545
PROTECTION OF PROPERTY
PART 1 - GENERAL
PROJECT/SITE CONDITIONS
The Contractor shal1 identify existing substandard conditions in
writing prior to beginning the work, or assume responsibility for
the correction of such conditions under the terms of this
section.
COORDINATION
f The Contractor shall comply with verbaL and written instruction
I of Loss Control Agents of the Owner's Insurer to minimj.ze
potentially hazardous procedures and conditions.
PART 2 - PRODUCTS (NO REQUIREMENTS)
PART 3 - EXECUTION
PROTECTION OF WORK AND PROPERTYDemolition, construction, and other operations performed in the'
course of the work shall not cause deterioration or damage to
other adjacent property or utilities, public or private' directly
or indirectly.
Construction operations shalI be performed so as to minimize and
control dust, dirt, and noise wj.thin reasonable l-imits. Dustproof barriers shall be erected between construction areas and
occupied areas of the building.
Construction not specifically required to be modified or removed
for work under this contract and construction labeled 'to remain"
shall- remain undisturbed throughout the execution of the work.
The Contractor shal-I provide all appropriate means of protection
necessary for accomplishment of this objective. Provide
protectj.on from natural elements as required.
The Conttactor shall provide, i.nstall, and maintain all shoring'
backi-ng, bracing, and other temporary construction necessary for
the protectj.on of existing construction to remain undisturbed and
as required for the safety of personnel and publlc.
The Contractor shall be fully responsible for the replacement'
restoration, repair, or cleaning of any damage or loss incurred
as a result of faulty compli-ance with tbe requirements of this
section. At the discretion of the Owner, an equitable settlement
value may be established in lieu of correction of damage or loss.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
I
I
I
I
t
I
I
I
I
I
t
01545 -1
This amount shall be deducted from the Contract Amount by.Change
Order.
LANDSCAPE PROTECTION
Exj.sting sod, trees, plants bushes, ground cover, and landscaping(not scheduled for removal) shall be protected or fully restoredor replaced upon completion of demol,ition operations. This workshall be included in the landscape allowance.
MECHANICAL AND ELECTRICAL EQUIPMENT PROTECTION
Mechanical and electrical equj-pment required to be removed andreinstalled to accommodate work in the Contract shall be handledwith the greatest of care and restored to ful1 operation andfunction.
PAVEMENT PROTECTION
The Contractor shall take precautj-ons to protect existing Town ofVail concrete and asphalt pavement to remain free from damage dueto vehicle loads, delivery trucks/cranes, and storage. Any
pavement damaged during demolition/construction periods shal1 bereplaced to the satisfaction of Town authorities at no cost tothe Owner.
Schedule loading to take advantage of pavement materialconsoLidation during cooler temperatures. Minimize loading pavedareas during hot weather. Employ plywood to distribute wheelloads to the greatest extent possible.
The Contractor shall give written notice to the Owner'sRepresentative prlor to dj.smantling of existing undergroundsprinkler systems. At the Ownerrs option, inspections and/ortests of existing systems shall be conducted in order toestablj-sh performance criteria for any reinstalled systems.Except as waived in writing by the Owner, the performance of anyrej.nstalled systems shall be equal to the existing, withinreasonable limits. This work shall be included in the Lawnirrigation allowance.
END OF SECTION 01545
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
01545 -2
- sEcrroN 01561
I coNsrRucrroN cLEANTNGI
PART 1 - GENERAL
I WORK INCLUDED
I Work. in.this section includes all materials, labor and eguipmentrequired for the cleaning and waste disposal of constructj-onsite.
I RELATED woRK
Section 01510 - Temporary Utilities
I Section 01?10 - Final Cleaning
t
REGULATORY REQUIREMENTS
r Pollution Control
I Conduct all disposal operations in compliance with governingr authority regulati.ons. Comply with all loca1 ordinances, State
and Federal Laws and statutes. Prohibitions include, but are not
I necessarily limired ro:
I L. Burning or burylng of waste materials on the project site.2. Disposal of flammable liquids, acids, caustics or other
I hazardous materials by dumping on site or into sanitary
I sewels, storm sewers, streets or gutters.
PROJECT/SITE CONDITIONS
I Temporary site storage of construction waste shall be in suitableI containers. All waste storaqe shall be housed wlthin theconstruction fencinq.
I PAR'2-pRoDucrs
MATERTALS
r Materials used to clean manufactured products sha11 be acceptable
I to and recommended by the product manufacturer,
EQUIPMENT
I Equlpment used to clean surfaces sha1l be appropriate to the
t surface being cLeaned.
I PART3-EXECUTION
I PROTECTION (SURROUNDING AREAS OR SURFACES)Protect all surroundj.ng surfaces which could be damaged by
cleaning operations. Remove all protective covering when cfeaning
I rs compiece.I
CLEANING
I Clean all construction areas of waste materials on a regular
t basis. Completed areas shall be broom cleaned immediatefy after
completj.on ( while awaiting final cleaning) .
. ANTLERS CONDOMINIUMS ADDITION/RENOVATION 01 561 .1
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I END oF sEcrroN or,scr.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
sEcTroN 01580
PROJECT TDENTTFTCATION AND SIGNS
PART 1 - GENERAL
As part of this contract, the contractor shalr fabricate andinstall one temporary construction sign as follows:
SrZE: 48" X 96"
The construction siqncolors (max.) ColorJ shal1 be professionally palnted in threeand type style and size to be selected bvthe Architect.
Information to
Project Title
be contained shall be as follows:
Owner References including Antlerrs LOGOReal Estate Sales InformaiionArchitect
Names of 3 Prlme EngineersGeneral Contractor
Names of 3 Prirne SubcontractorsAfter hours/emergency telephone number and name ofperson.
Sj-gn format shall be as supplied by Owner or desi-gned bythe Archi-tect.
PART 2 - PRODUCTS
MaterialsSign panel: 3/4,,plywood
Sign posts: 4 X 4
PART 3 - EXECUTION
contact
X 4r-0n X 8'-0" exterior qlue A-D
X 12' - 0" wood posts
I NSTALLAT I ON/APPL ICAT ION /ERECT I ONInstall sign(s) in locations as aqreedOwner's Representatives. protect andof project.
END OF SECTION O]-580
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
by Contractor, Architect &maintain sign for duration
o1580 -1
I
t
I
I
I
I
I
I
I
I
I
t
I
I
t
I
t
t
I
sEcTroN 01590
FIELD OFFICES
PART 1 - GENERAL
GENERAL
Temporary Contractor office facilities at the site are a
requirement of thi-s Contract. The Contractorrs Fj-eld Office will
be permitted to occupy space within existing structure as
designated by the Owner.
The Contractor shall provide a field office conforming to the
requirements of this section.
CONTRACTORI S OFFICE FACILITIES
The Contractor's field office sha1l be suitable for the conduct
of the Contractor's business. The Contractor's office shall be
equipped with a telephone, fax and such other amenities as are
necessary for the conduct of the Contractor's business.
ARCHITECT'S,/OWNER I S OPTICE
The Contractor shall provide, at his expense' an office area or
facility at the site within the existing structure for the use of
the Architect and Owner's Representative, equipped with plan rackwith a complete set of plans and specifications, file drawer with
copies of shop drawings, change orders, project meeting minutes'
etc. and counter space for plan reference.
END OF SECTION 01590
ANTLERS CONDOMINIUMS ADDITION/FENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01590 -1
t
t
T
I
I
I
t
I
T
T
I
I
t
T
I
I
I
I
I
RELATED WORKSection 01625 - protection of Work and property
WORK BY OTHERS
The owner may provide materi-a1s or equipment to the project siteas indicated in the contract Documents. The contractor sharlrecei-ve such materials and shalr provide for the proper sEorageof the material prior to its being- incorporai"a in the work. Thecontractor shal1 inspect arl such deriverles irunediatery afterreceipt and shall notify the owner's Representative of anydefects which are apparent.
PART 2 - PRODUCTS
PART 3 - EXECUTION
SECTION OL62O
STORAGE AND PROTECTION
PART 1 - GENERAL
WORK INCLUDED
Work specified 1n this section includesequipment necessary for the recai.r;.,.,all materi_aLs u"ed in associ--a-t-:_t*n - *i'tr,work.
ANTLERS CONDOMINIUMS ADDITION/RENOVATTON
TOWN OF VAIL, EAGLE COUNTY, COLORADO
al1 materials, labor andstorage and handling ofand/or built into the
PROTECTIONThe contractor shalr provide for the proper storage of arrproducts and materi-als whether on the proieci site or at a remotelocatlon. The contractor shalL obtain- frbm materials suppliers,product data specifying the envj-ronmentar conditions suitable fortlrg storage of the partJ.cular product. proper storage includesal-l temporary heat, weather protlction, sunlight protection, etc.as ne_c-essary to pres.erve the properties of the product prj_or toinstall.ation or application.
END OF SECTION 01620
01620 -1
I
I
I
I
I
I
I
I
I
I
T
T
I
I
I
t
T
I
sEcTroN 07625
PROTECTION OF WORK AND PROPERTY
PART 1 - GENERAL
WORK INCLUDED
The Contractor shall provide all materials, equipment and labor
necessary to protect the Owners property from damage due to
Construction activities. NewIy constructed work, un-incorporated
products and material.s, and existing structures shalI be afforded
suitable protection.
PROTECTION
All portions of the existing structures or landscaping are
i-ntended to remain undisturbed unless otherwise indicated.
The Contractor shall protect all curbs and guEters and streets
adjacent to the property.
The Contractor shall locate all underground utilitj-es and malntain
sultable markings to identify their location. All buried utiLities
shall be preserved during the progress of the work unl-ess otherwise
indicated
I PARr 2 - PRoDUcrs (Nor usED)
PART 3 - EXECUTION
INSPECTION
The contractor shall identify exlstlng substandard conditi-ons in
writing prior to beginning the work, or assume responsibility for
the correction of such conditions under the terms of this
section.
PROTECTION OF WORK AND PROPERTYDemolition, constluction and other operations performed in the
course of the work shall not cause deterioration or damage to
other adjacent property or utilities, public or private, directly
or indj-rectly. Construction operations sha1l be performed so as
to mj-nimize and control dust, dirt, and noise within reasonable
1i-mits.
Existi.ng sod, trees, and landscaping (not scheduled for removal)
shall be protected or fu1ly restored or replaced upon completj-on
of construction operations. work included j.n the landscape
allowance.
Construction irot specifically required to be modified or removed
for work under this contract and construction labeled "to remain'
shall remaj.n undisturbed throughout the execution of the work.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
01625 -1
The Contractor shall provide all appropriate means of protection
necessary for accomplishment of this objective. Provj.deprotection from natural elements as required.
The Contractor shaLl- provide, j-nsta1L, and maj.ntai-n aIl shoring,
underpinning, bracing, and other temporary construction necessaryfor the protection of the existing construction to remain
undisturbed and as required for the safety of personnel andpublic.
The Contractor shall- be fu11y responsible for the replacement,
restoration, repair, or cleaning of any damage or loss incurredas a result of faulty compliance with the requirernents of thissection. At the discretion of the Oy,rner, an equitable settlement
value may be established in lieu of correction of damage or loss.This amount shall be deducted from the Contract Amount by Change
Order.
Mechanical and electrical eguipment required removed andreinstalLed to accommodate work in the Contract shall be handledwith the greatest of care and restored to ful1 operation andfunction.
The Contractor shall comply with verbal and written instructionsof Loss Control Agents of the Ownerrs fnsurer to minimj.ze.potentially hazardous procedures and conditions.
The Contractor shall take precautions to protect existing
concrete and asphalt pavement from damage due to vehicle loads,parking, and storage.
END OF SECTION 0L625
I
I
I
I
I
I
t
I
t
T
T
I
I
t
I
t
I
T
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01625 -2
T
I
I
I
I
I
I
I
T
I
t
I
I
I
I
I
SECTION 01630
PRODUCT OPTIONS
PART 1 - GENERAL
AND SUBSTITUT]ONS
The words 'or equal" are applicable to aLI Specifications andDrawings relating to materials, products or equj-pment specified.Any material, product, or equipment which will fully perform theduties specified will be considered for approval as "equa1,,,provided the Contractor submits proof that such material, productor equipment is of equivalent substance and function and isaccepted by the Architect and/or Engj.neer in writing.
$lhenever a material or article is specifj-ed or described by usingthe name of a proprietary product or the name of a particularmanufacturer or vendor, the specific item mentioned shal1 beunderstood as establishing type, function, dimension, appearance,and quality desired. Other manufacturer's products will beaccepted provi-ded sufficient informatj.on is submitted to theArchitect to determine that products proposed are equj-valent tothose named.
Requests for substi.tutions must clearly state what is offered andbe complete with full data, including illustrations,.specifleations, capacities, and operationaL data.
Request for Architect's acceptance of substitute products in atimely manner .
1. Reguests in writing sha11 be received by the Architectin atimely manner.
2. Detailed, complete j-nformation for a specific product must beprovided with each reguest in order to permit accurateevaluation. Submissions consisting only of general catalogues orvague, incomplete data will not be considered.
3. Samples shall be provided for substitution requests of:a. Cabinetworkb. Roofingc. Windowsd. Light Fixtures
Samples may be reguested for any other items if in the judgmentof the Architect and/or Owner, such samples are needed toadequately judge "equality".
Any differences in utility requj-rements, hook up, fabrication, orconstruction between specified item and proposed substitutionsshall be clearly identified in writing by the party making therequest for approval of equaLs.
I ANTLER' coNDoMrNruMS ADDrroN/RENovATroN
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
01630 -1
When the Architect and/or Engineer accepts a product proposed bya supplier as being "equal' to a product specified in the
Contract Documents and such proposed product requires a differentguantity and/or arrangement of any other part of the work fromthat specified, detaiLed, stated in the Approval, or indicated onthe Contract Documents, the Contractor shall provide the same athis own cost and expense.
The Contractor shall identify each individual specified item andproposed "equal".
The burden of proof of "equalitytr rests with the Contractor.
Requests for approval of substitute items shall be categoricatlyrejected if received after specifj.ed deadlines or if non-
compliant with any conditions of this section.
Acceptance of substitutions sha]I in no way be interpreted as awaiver from full compliance with other specificationrequirements, unless requests for approval of subst.itute itemsspecifically leguest relief from speclfied reguirements.
NOTIFICATIONS
Materials and equipment accepted as 'equal" to specified productswill be listed in Addenda and distributed to all- Construction
Document holders. No other notification of the Architectrs
approvals will be issued. The Architect will not list products
which are not accepted as "equals.'
END OF SECTION 01630
t
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
01630 -2
SECTION 01690
PROPRIETORSHIP OF
PART 1 - GENERAL
SALVAGEABLE MATERIALS
RELATIVE WORK
Sectlon 01055 - Hazardous Material Requirements
Section 02070 - Selective Demolition
SALVAGEABLE MATERIALS
Salvageable materials, products, components'
Telephone system, panels, etc. maintain in operation.
I Garage light fixtures and area pole lights
I Fire Alarm panel
t
I
I
I
I
t
I
t
I
I
T
I
I
t
I
miscellaneous items removed from exiting construction and not
intended for reuse sha1l become the property of the Contractor
who has the excLusive responsi.bility for removal and appropriat,e
salvage or disposal . The following items are excepted from the
requirements of this section, and sha1l remain the property of
the Owner and operational during the construction period.
The following equipment components shall be salvaged and
delivered to the Owner. The location to deliver the salvaged
equipment shall be determined at the time of eguipnent removal .
and other
Cable TV system, panel, etc.
Pad mounted transformer
Save and reinstall existing Antlers logo (from tower)
and ground sign (near existing entry ramp).
Provide temporary power as required.
DELIVERY, STORAGE, AND HANDLING
Salvaged rnaterials sha1l be handLed wi.th care and deposited in
identified storage areae in an undamaged condition. Documentation
of materials damaged prior to construction shall be the
responsibility of the Contractor.
END OF SECTION 01590
I ANTLERS coNDoMrNruMs ADDrroN/RENovATroNr TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
01690 -1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION O17OO
CONTRACT CLOSEOUT
PART 1 - GENERAL
Flnal review and cl0seout procedures for this project shar_I be asf ol-lows :
l-' when the contractor berieves that ar.1 work is comprete, thecontractor shal1 personally inspect the work to .er,.i 11,compretion of alr contract -requirements. The contrJJtor"-;;;iithen notify the Architect' rN wRrrrNG, of project compJ-etion, and1i": outstanding 9r_ incomplete items requir6O Uy the contract.such written notification shall constitute the contractor, scertification of .inspection, acceptance, and suitabili-ty of thework for the Architect's review. B-ef ore requesting an ins-pecti"on,the Contractor shall have submitted to the -erchit6ct:
A. All shop drawings, submittals and product data asrequired by the Contact Documents.
B. All reports and test results as requlred by the ContractDocuments (1 . e . air balance reports, concrete testreports, etc. )
C. fnspection reports and certificates of agencies havingj urisdiction.
D. Price quotations for anybulletins, or claims.
outstanding change orders,
2. The contractor shalr notify all applicable regulatory agencj-esthat the project is complete and ready for final inspection, etc.Notifications shall include:
A. Town of Vail Building Department(1) Certificate of Occupancy (new construction)(2) Certificate of Compliance (remodeled buildings)B. Town of Vail Fire DepartmentC. State of Colorado plumbing BoardD. State of Colorado Electrical BoardE. Any other agencies having jurisdiction.
3. Within five (5) days of receipt of a request for inspection(and all reguired submittals and report(s), the Architect willscheduLe a final i-nspection. The inspection wj-11 be attended bythe Architect, the Architectrs Engineering Consultants, Owner'sRepresentati-ves, the General Contractor and major Sub-
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
01700 -1
Contractors. A punch-list of work in L.^acceptance of the project *i11 llt!-^t-o be.accompl.ished beforedist;iburea -to
"rr
-.".1.ii.;';'..:i.Srepared bv the a..irll.cJ-lni
At the time of f j.nal. j.nspection, the Contractor shal_l turn overall mechanical systems ani utilicy responsibilitir r t he bui I di nq r: " ;;;' "."-'pi "a p.r; -r;-r-i;J'i":;.:fi.ll"if
;Contractor wili turn ove! "V"t-.-." at that time.
KEYING TNSPECTIONunress otherwise arranged, at the time of finar inspection theconrracror sharr- -p.o.rii"-'ari- tl-y- s
_
at t!: pro j ect site . A f urlinspection of "11 rocis ."O i.lyi."g yill. ..Ue
,conAucted by thecontractor and ownerr at iii"t "ii.". at the .o*pr"tio. of thefi:J::3."tJ""fi...:"", all tevs 'iri. be tu.r,"J--o.,-.i' ro rhe owner,s
4 ' within 30 carendar days of the issuance of the final punchrist' the contractor sha'i have c.ompreted arr- puncn li.st i-tems.At rhar time' rhe conrracror- "h;ii-;;;i:; i;" Archirecr inwriting that the work has been thororrgiriy'i""p""i"a and is readyf or f inal acceprance. Before a ri-na-t' ;;;'";;;""e review isconducted, the foJ.rowing shalr be submj.tted to the Architect:
A. A set of -drawings marked to reflect variations betweenoriginal drawings and as_buift conaitionl-.
B. A log of alL subcontractors, and a 1og of all materialsand product suppl'ers. rncrude aaaiesses and phonenumbers of each party.
5'- within ten (-101-.6.t" of receipt of above noti.fication andsubmi-ttals, the Architect will schedule an ."..pi.rr." revi_ew.
6'. . r-f 111 punch-list items have been completed to thesatisfaction of the Architect and O"""i, tiJ'ercnitect willrecommend acceptance of the project.
rf the owner elects to accept the project without compreti_on ofall punch-list i-tems, an amount equar to three times theestimated var-ue o_f .incomplete work wiit ue rrerJ- irom subsequentpay requests until_ items have been completed.
7. The contractor sha11 then submlt to the Architect:
A. All Guarantees and warranties required by the contractDocuments. A11 Guarantees and warranties shall bear theeffecti-ve date of the recommended date of acceptance asestabl_i.shed by the Architect.
t
t
I
I
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01700 -2
T
I
t
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
B. Final Application for paymencNo Add'tional payment i'irr be made if certificate of
3::;13:::
(or certificaie of compri-anJe) has noi- u".i
C. Consent of surety to final palment.
D' Certificate of occupancy or certificate of compliance
E' operating and maintenance manuals for arl equipment andproducts as required by the Contract Documents.
8 ' when all above croseout papers have been received by Theowner, acceptance of thg p."j"it wi'l be placed on the BoardAgenda. closeout paperwork musl ue recej-ved by the owner no raterthan two car-endar - weeks pri-or to regularry scheduled boardmeeElng to be included on the Agenda
?. Following Board acceptance, the Antlers CondominiumAssociation will issue a l,iotice of Final settr-ement to thecontractor, setting the date for Final settlement. This date witlbe at least three weeks following Board Approval.
10' upon. -recei-pt of the preceding items, the Architect willrecommend final palrment including relainages.
11. All closeout related documents, submittals, and requiredpaperwork shall be delivered to the Architect AT oNE TrME foreach phase of closeout.
END OF SECTION O1?OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01700 -3
I
I
I
I
I
I
I
I
T
I
I
t
t
I
I
I
I
I
t
SECTION 01710
CLEAN-UP
PART 1 - GENEML
WORK TNCLUDED
Work specified in this section includes all labor, materj-al"s andegur-pment necessary for the finar creanlng -Ji--.."." and roomswhich are i-nvolved in ..""'titi-o", remodering and installation ofnew equj.pment.
RELATED I{ORK
Secti-on 015G1 - Construction Cleaninq
SEQUENCING/ SCHE DULTNG
l:::l^-:1_"1ni1q shalt occur prior ro final and acceprance:'nspectr-ons. The contractor shal1 maintai-n cleaned areas i_n aspotless condition until final acceptance.
PART 2 - PRODUCTS
MATERIALS
All materials used in final cleaning shall be manufactured forthe specific purpose for which they are used or sharr berecommended by the manufacturer of the product or material beingcleaned.
PART 3 - EXECUTTON
ADJUSTING AND CLEANTNGAt the completion of the work, the contractor shaLl remove aIl_sp9!9, dust, llrease, fingerprints and films from floors, walls,cej-1ings, windows, doors, glass, cabinetry, hardware, fi_xturesand eguipment which were involved with construction and/orremodeling activi-ty under this concracc.
clean all plumbi-ng fixtures to sanitary conditions. Remove arLwater stains from fixture surfaces.
vacuum carpets. shampoo carpeEs if necessary to remove stains.
clean surfaces i-n non-occupied areas. Broom crean concretefloors. wipe down and remove spots from unpainted wal1s andcei-11ngs.
Power scrub and buff all hard surface flooring.
Clean new eLevator cab. fixtures and appliances.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
01710 -1
Clean al.l. gLass, windows, mj.rrors, fixt,ures, etc.
RESTORATION OF DAI.{AGED MATERTALSRemove and replace arr- itl*s'w:iricn
_cannot -be compretery cleaned.Replace alr' bioken, scratched or tracked glass ani prasti.cs.
END OF SECTION 01710
I
I
I
I
I
I
t
I
I
I
t
I
I
I
t
I
I
I
I
ANTLERS CONDOMINIUMS ADDITTON/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
o1710 -2
I
T
I
I
I
I
I
I
I
I
I
I
I
T
I
I
I
I
I
SECTION 0,L-720
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
RELATED WORK SPECIFIED ELSEWHEREsection 01730 - operatins-""J-i{lirrenance Manuals
PRO.'ECT RECORD DOCUMENTSThe contractor sha11 maintain at the job site one record copy ofContract Drawings, Specj.fications, Addenda, approved ShopDrawings, Chanqe- Orderi, ot-nlr--^odificatio6i'to rhe Contract,f ield test records. ano tne- -aff.o.r.a documents ",.,orn:-tt.a uy thecontractor i-n co:npriance witii -speci.f ication requirements . TheseDocuments shall be accurately maiked with all "irl'g." made durlngconstructj.on. As-built notes shatl Ue marfea *iftr--pencif (or ink)of contrasting coJ,or
Project record documents shar.1 be stored apart from documentsused for construction. Do Nor use recbrd documents forconstruction purposes. uarira-ri- ao." .r,i" - -i" clean, regibiecondition- Project record documents sharr be avair.able at ar-1tlmes for review of the Architect or Owner.
RECORDINGLabel each document "pRoJEcr REcoRD COpy" i-n 2,. hlgh printedletters ' Keep record documents current. Do not permanentlyconcear any work until required j-nformation has been recorded.
Contract Drawings: legibly record the following:
1. Field changes of dimension and detaiL made duringconstruction process.
2. Change made by Change Order or Fj_el_d Order.
3. Detaj.ls not on original Contract Drawings.
4. Horizontal and vertical location of underground utilities andappurtenances referenced to permanent suriace improvements.
5. Location of i.nternal utili-ties and appurtenances conceaLed inconstructi-on, referenced to visible lnd accessible features ofstructure.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01720 -1
a. pi:il"r:f"I:.r"rs elemenrs of foundarion in retarion ro firsr
7. Location of all valves and cleanouts.
shop Drawings: maintain as record
-o..3r-rng":.regibre annotate shopqratvi.ngs to record changes ;;;; afrer ie*rier]-ai comp.l.etion oi:l:, r;; j ff:,^iff, ;""._li, i,J ;o;:;=
"
et o r at"u^.,, t
"_ "
n" r r be ru rne d
Refer to Division 15 _ Mechanical, and 16 _ Electrical forsupprementar requirements ;;;'il;;".r Record Documencs.
SUBMITTALS
upon compl-etion "i !1. project, s-ubmit 1 copy of project RecordDocuments to the Architect-?oi-1""r.*r.
END OF SECTION OI'720
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
01720 -2
I
I
t
I
I
I
I
I
I
I
I
I
I
t
t
I
t
I
t
SECTION 01730
OPERATING AND MAINTENANCE DATA
PART 1 - GENERAL
WORK INCLUDEDAt the completi-on of the project, the Contractor sha1l submit to
the Architect information Ij.terature on the proper operation,
maintenance, manufacturer's adjustment and repair of all
equipment installed under this Contract which may xeguire routine
adjustment and/or maintenance.
Literature for each equlpment item shaII be identj.fied withproduct manufacturer, j.tem name, item number, serial number,general location, electrical circuit number (if applicabLe) , and
name, address, and telephone number of the nearest manufacturer's
representative for product service.
ROOFING MAINTENANCE INSURANCE AND REPAIR INSTRUCTIONS.At the completion of the project, submit coPies of manufacturer's
standard literature describing the care, maintenance' and repaj.r
of the installed roofi.ng system. Included quidelines to assure
validity of warranty coverage. IncLude names, addresses, and
telephone numbers of the Contractor, Manufacturerr Regional
Distributor, and Manufacturer "hotline".
Refer to Division 15 - Mechanical and Divi-sion 16 - Electrical
for supplemental requirements for Operation and Maintenance Data.
SUBMITTALS
Provide three complete sets of printed operations and maintenance
instructions for all j.dentified components to the Work.
Instruction manuals shall be delivered to the Architect at one
time for his review and approval.
Format for Operation and Maintenance Data shall
inches or proportional increment. Materials shall
ful1 length of the left edge. Include coversidentification data.
Refer to individual specification sections
requirements.
END OF SECTION 01730
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW. COLORADO
begL/2x11
be bound at the
and backs with
for additional
01730 -1
I
I
I
I
I
I
I
I
I
t
I
I
T
I
I
I
I
I
I
SECTION }I't 40
WARRANTTES AND BONDS
PART 1 - GENERAL
RELA?ED WORK SPECIFTED ELSEIfHERE
Bid Bond, Payment Bond, performance Bond
GENERAL CONTRACTOR ONE YEAR GUARANTEEWORKMANSHIP
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
The contractor sharl guarantee i.n wri-ting to the owner that a1rwork performed and ar-r- materials and equipment furnished underthis contract are in accordance with the contract Documents, arefree from defects and workmanshi.p performed by the contractor orany of his subcontractors or suppliers at any tier. Suchguarantee shalr continue for a period of one year from the dateof final acceptance of the wtrk. Under this guarantee, theContractor shall agree to remedy, at his .*"'-;;;;;;;; ;;;inferior or defecti-ve materiars, workmanship, or design thatshourd develop during the guarantee period, or in restoring anyother work damaged in fulfilling the terms of the guarantee.
I'IANUFACTURER GUARANTEE AND WARRANTYAs identified in other Sections of these specif icati_ons, thecontractor shal1 obtarn and provide written manufacturer, sguarantees and/or warranti-es for specific material-s, product, andequipment furni-shed and instarred under this contract. suchguarantees/warrantles sha11 be valid for the stated extendedperiod beyond one year from the date of final acceptance of thework.
EXCLUSIONS
hlarranty requirements contai-ned in these specifications takeprecedence- Exclusion crauses shalr be supeiseded by warrantycoverage requirements of the Specifications.
The contractor sha11 noti-fy the Architect of design condi_tionswhich cannot be fully warranted. such notice sharl be i-n writingprior to purchase of the affected product and system..
Failure to provide such notice sha1l Nor be grounds for waiver ofwarranty requirements contai-ned in the Specifications. uponreceipt of such notice, the Architect will consider modifi-cations
OF MATERIALS AND
o't740 -1
necessary to assure that final construction is warrantable to thefuII extent of specifications retur..em.nts.
SUBMITTALS
Guarantee and warranty certificates sharr be bounct into theoperation and maintenance Manuals as specified in section 01730.
GENERAL CONTRACTOR GUARANTEEsubmit three original executed copJ-es to the Architect withProject Closeout materials.
MANU FACTURER GUARANTEE /WARRANTYsubmit two sample copies to the Architect prior to orderingcovered products .
t
I
I
I
I
T
I
I
I
t
I
I
t
I
t
I
I
I
I
Submit three original executed copres to the Architect withProject Closeout materials.
EXTENDED WARRANTTESSubmit tr"ro sample copj.es tocovered products.
submit three originar executed copies to the Architect withProject Closeout materials.
COORDTNATION
Refer to specifi-cati-on section ol049 - Architect coordination fora coordination reguirements.
BOND
END OF SECTTON OT740
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
the Architect prior to orderj.no
01740 -2
I
I
T
I
I
I
I
I
I
I
T
I
I
I
I
I
SECTION O2OOO
SITEWORK, SITE CLEARING AND STTE DEMOLITION
PART 1 - GENERAL
DESIGN
1. SITE GRADING OF SITE AREAS WHERE CONSTRUCTION IS SCHEDULED.
POSITIVE DRAINAGE - Finish grades deslgned to provi-de
positive drai-nage away from building at a minimum of
2t. Maximum Slooe 2:1
SURFACE DRAfNAGE - run off to drain into existing drainage
systems, storm sewer, curb/gutter, etc.
MINIMUM SLOPES
From Building to 10r -- 2Z (min.)
Parking - 1t (min) to 8* (max) or as shown on plans
Concrete Walks L/4" per 1 foot minimumi Cross Slope
t/4" per L foot maximum
2. VEHICLE PARKING - MATERIALS
Q l- r 'i nn 'i n,.r
a. Include in contract, white rubberized paint, 5rr wide'
as shown.b. Sta11 size - width and depth as shown on garage plans.
c. AisLes per Town of Vail minimum' see garaqe pfans.
d. HandJ.capped sta1l size - refer to plans install fixed
sign includj.ng "International Symbol of Accessibility"
symbol of accessibility at each handicapped stall
according to Town of Vail and A.D.A. specifications.
3. PERMANENT SITE WALLS
Permanent stone on CMU or concrete according to plans and
details. Install as shown on site plan.
4. SITE CLEARING AND DEMOLITION
a. Site demolition as required to remove mj-scellaneous waIls'
slabs, concrete walks, prestressed concrete parking
structure, footings and foundations, timber retaining
walls, handrails employee addition at EL 1-09.4' as well as
shrubs and trees not designated to remain, irrigation
1ines, concrete terrace, Paving, existing curb cut and
access ramps. Al1 materials removed under this contract
sha11 become the property of the contractor and be promptly
removed 'from the site at contractor's expense, except soil
required for backfill. Cut in Town of VaiL street right-of-
wav sha1l be accomplished in strict accordance wi-th city
r ANTLERS coNDoMtNtuMs ADDtloN/RENovATtoN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
T
t
02000 -1
T
I
I
I
I
I
I
I
I
T
I
I
I
I
I
t
I
I
T
l^
permits, Qunou.ds and requirement"Qni"apply for necessary permits and coordinateapproprj-ate Town of Vail- Authorities. .
Remove conference/banquet/kitchen,/restroomsIevel.
contractor shalllnspection with
at lower garage
c. Remove entire flat roof addition as ground level (Floor109.4) including waI1s, roof, foundations, etc.
d. Remove existing concrete paving, base course material_,curb,/gutter, equi.pment pads, concrete terraces, walks anddrainage pans, etc.
e. Remove building entry, reception lobby, off!_ces,housekeeping rooms, including doors, wj.ndows, etc.
5. IfORK IN ADJACENT PUBLIC RIGHT OF WAY, (ROW) : (Refer "CiviJ.,'Plans )
contractor shaIl meet with appropriate representative of theTown of Vail Traffic Engineering Department to reviewcondition of existing facilities in R.O.W. to be saved andreused as well as confirm work scheduled to be removed and,/orreplaced. The Contractor shalL document agreement on.condition of pavJ.ng to remain which is to be reused, withcopy to Town of Vail Authoritles, Owner and Architect. Any
damage caused by construction activities shall be repaired orreplace at contractorrs expense. A1l new work in pubic ROWsuch as neh, concrete curbs cuts, street patching and/orreplacing shall be in accordance with standards andrequirements of Town of VaiI.
6. PERIMETER DRAIN: (Refer 'Civil" Plans)
ShaII consist of 6" perforated pipe encased in gravel(installed around the perimeter of the new addition parking
lJarage, banguet, storage and unj.ts). Refer to Page 11, 12 andFig 6, 7 of Soils and Foundation Investigation. Terminate thedraj-n by sloping at I/8" per foot and discharged to anacceptable outfall at exist grade. Perimeter drain outfallsshall terminate at an offsite location approved by the Townof Vail, (instalL culverts under existing bike path as
necessary) .
END OF SECTION 02OOO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
02000 -2
I
I
t
I
I
I
T
I
t
I
I
T
t
t
t
t
sEcTroN 02010
SELECTIVE DEMOLITION
PART I GENERAL
WORK INCLUDED:
Denofffin= required to accomplish remodel projects including,
but not limited to removal of wood components of building guard
railing and balcony railings indicated to be remodeled and north
windows of 01 units to be replaced with new bedroom doors. Remove
projecting fins of precast concrete stair towers. Remove sauna
and shower at Lst level to be replaced with new employees
restroom and storaqe rooms.
RELATED WORK:
Sffi-TT0;15 - cutting and Patching
Sectj-on 01065 - Hazardous Materials Requirements
Section 01690 - Proprietorship of Salvageable Materials
Section 02000 - Site Demolition and Clearing
CONDITIONS AT SITE:ffiasurfaces, structures
condi-tions which will
carefully examine the existing building
and facilities relative to character and
effect demolition work.
PROTECTION:ffiETf demolition work in an orderly and careful manner with
due consideration for all finishes and structures which are to
remain. Barricade and cover as'necessary to protect pedestrians
and workmen. Repair any damage to adjoining finishes and
improvements caused by demolition operation. Special care shall
be exercised in demolition of selected concrete structures' to
protect life safety and property' comply with applicable OSHA
Standards and Town of Vail requirements.
EXECUTION:eo#4fr;te selective demoli-tion under this contract with
installation of replacement efements such as guardrails and
balcony railing and/or provide temporary protection. AlI
materials known to contain potentially hazardous materials must
be removed prior to conmencement of demolition work. If othet
materials suspected of containing asbestos are uncovered or
otherwise contacted, the contractor sha1l immediately notify the
Owner's representative and stop work in the affected area until
appropriate testsing can be accomplished and appropriate steps
taken,
Transformer: Remove existing pad mounted transformer and slab
located in east service area. Removal must be carefully
coordinated with installation of neht transformer in order to
maintain electrical power to existing facilities at al-l times.
END OF SECTION O2O7O
I ANTLER' coNDoMrNruMs ADDtrtoN/RENovAnoN
TOWN OF VAIL. EAGLE COUNTY, COLOBADO
I
t
02070 -1
B.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
Antlers Condominium addf
Additiotrs end Renovetions Project
Peek Civil Engineering, Inc.
SECTION 02IIO
SITE CLEARJNG
PARTI GENERAL
I.OI SUMMARY
A. Work Included: Removal and satisfactory disposal ofbuildiDgs, foundatrons, fences, signs,
structures, pavcments, trafhc conuol devices, utilities, and other obstructions not desrgnated
or permittcd to rcmam.
B. Related Work:
L Grading: Section 022002. Slopc Protection and Erosion Control Section 2370.
I.O2 PERMITS
A. Stormwater Discharge Permit (NPDES)
I,O3 JOB CONDITIONS
Protection: Protect all vcgetation, utilitics, sructures, and other facilities to remain, from damage
in a manner acceptable to Engineer. Maintain designated temporary roadways, walkways, and
detours.
PART2 PRODUCTS
None.
PART3 EXECUTION
2.01 TOPSOI
Topsoil is defined as friable clay loam surface soil found in a depth ofnot less than 4"
Satrsfactory topsoil is reasonably free ofsubsoil, clay lumps, stones, and other objects
over 2" in diameter, and without weeds, roots and other objectionable material. Strip
topsoil from areas ofbuilding construction and paving to whatever depths encountered in
a manner to prevent htetmingling with the underlying subsoil or other objectionable
milterial.
Finely shred all vegetation down to ground line and leave on surface. Remove heavy
growtbs of grass from areas before sripping. Where trees are indicated to be left
standing, stop topsoil stipping a sufficient distance to Prevent darnage to the marn root
system.
SITE CLEARING. (l2ll()
Peak Civil Engineering, Inc.
Anrters Lonoomrf
^oo,uooAdditions end Renovations Project
Peek Civil Engineering, Inc.
I
I
I
I
I
I
I
I
I
T
I
t
I
I
I
I
I
I
T
C. Stockpilc topsoil in storage piles in areas indicated or directed. Consruct storage piles
to freely drain surface water. Cover storagc piles, if required, to pr€vent windblown dust.
The quantity of loose stockpiled topsoil will be measured by the Engineer after
stockpiling work ConEactor will bc required to replace any mrssing amount of
stockpilcd topsoil witb specified topsoil.
3.02 CLEARING AND GRI.JBBTNG
A. Clear required arcas ofthe sitc oftrees, shrubs, and other vegctation, except for that
indicated to be left standing. Complctcly rcmove stumps, and roos. Remove debris
proh.rding through the ground surfacc. Use only hand methods for gnrbbing inside the
drip line of rees indicated to be left standing.
B. Fill depressions caused by clearing and gnrbbing operations with satisfactory soil
matcrial, unless further cxcavation or earthwork is indicated. For matenals, placement,
cornpaction, and testing comply with rcquirements of Section 02200.
3.03 STRUCTURES
A. Refer to structural engineer's specifications for rernoval of any stnrctual items.
3.04 UTILITIES
A. Remove designated utility lines witbin project limits, propcrly capping or pluggilg
cxisting lincs to remain. Coordinatc all work with the respcctive utility company.
B. Rernovc septic tanks and cap wcll heads if required.
3.05 DISPOSAL
A. Deposit all removed matcrial in designated waste eas. Grade and shape disposal site.
Complete topsoil and resccding of site if required. Where disposal sites are not
designated, rcmove and dispose of all waste ruterials offsite in a legal manner.
3.06 RESTORATION
A. After removal of obstnrction, fill and compact to finished grade rn accordance with these
specifications.
END OF SECTION 2T1O
SITE CLEARING - O2IlO
Peak Civil Engineering, Inc.
I
I
fi lifi.:"J"T H:',H,ii: t..,
Peak Civil Engineering, Inc.
t
I
SECTION 022OO
EARTHWORK
PART I GEI\TERAL
1.OI SIJMMARY
A. Work hcludcd:
1. Extent of carthwork as indicated on Drawings.2. Removal, stockpiling, and placement of topsoil.3. Preparatron of subgrade for building slabs, walks, and pavements.4. Disposal of materials removed.
5. Struchrral fills for building slabs.
B. Related Work:
l. Slopc Protection and Erosion Contol Section 23702. Site Clearing: Sitc Clearing 021 l0
I.O2 OUALIry ASSURANCE
A. Prior to constructiorl meet with a representative of the Soils Engiaeer and the Conractor to
discuss site preparation, grading specifications, equipment to be use( and any unusual soil
conditrons or special requirements.
B. Permits: Stormwater Discharge Permit (NPDES)
C. Testing and Inspection: A testing laboratory to perform soil tesung and inspectron services for
quality control during earthwork operation shall be employed by the Conbactor.
I.O3 JOB CONDITIONS
A. Existing Utilities: Locate line and grade of existing underground utilities in areas of work. If
utilities are to rernain in place, provide adequatc means sf support and protection dunng
earthwork opcrations. Noti$ engineer if conllicts exist with the proposed work and exrting utility
lines.
B. Protechon of Persons and Property: Barricade open excavations occurring as a part of this work
and post with waming lights and signage. Protect strucftues, utilities, sidewalks, pavements, and
other facilities from damage caused by settlement, lateral movement, freezil,g, undermtning,
washout, and other hazards created by earthwork operations.
EARTI{WORK. (l22OO
Peak Civil Engineering, Inc.
I
I
I
I
I
I
t
I
I
I
I
I
I
t
I
Antlers Condomiof noonroo
Additions and Renovations Project
Peek Civil Engineering, Inc.
PART 2 DEFIMTIONS
A. Suitablc Matcrial: Earth fill material consist'"g of on-sitc or similar uon-organic sands, gravels,
clays, silr and mixturcs thereof with maximum sizc of 6". Bcdrock that breaks down to spccificd
soil types aad sizes during excavauon, hauling, and placement may be considered as suitablc
matenal. Rock ftll matenal which consists predominantly of cobbles or boulder-sued pieccs of
blasted or broken rock with maximum sizc of 2'.
B. Unsuitablc Matcrial: Any marcrial contaidtrg vcgetable or organic mattcr, muck, pcat, organic
silt, topsoil, frozen matcrials, Eccs, stumpsr ccrtain manrnadc deposis, or indusrial waste, sludge
or landfill matcrials. or other undcsirable rnarcrials.
C. Unclassifred Excavatiou: Any and all materials, including surfacc boulders, encountered during
construction. Rock fomrations that can be removed by ripping with D-9 tractor in good r€pair
with single tooth hydraulic ripper arc considcrcd unclassified cxcavation.
D. Rock Excavation: Rock fomrations which cannot be excavatcd without blastine. lncludes
removal and disposal of all rock.
E. Backfill aud Embankmcnt: Embanbnens, including preparation of area upon which they are to
be placed. Placing and conpacting approvcd material wiihiri areas where rhsuitable materials
have been rcrnoved. Placing and comprcting of material in holes, pits, and other dcpressions to
lines and grades shown on drawings. Use only suitable marcrials in constuction of embankments
and backfrlls.
F. Borrow: Backlill or cnbankmeut matcrial which must be acquircd from designarcd borrow areas
to make up deficiencies which cannot be complctcd from excavation within q/61ft lffits. Bsnsu,,
material must be approvcd by thc Engincer.
G. Proof Rolling: Applying test loads over subgradc surface by means ofbeavy pneumatic-tired
roller of specified desig!, to locate weat rrcas in subgrade.
PART 3 EXECUTION
3.01 ToPSOI
Topsoil shall bc rcmoved and stockpiled for use after grading has been
complctcd. Thc stockpilc areas shall bc designated by the Owner.
Excess topsoil shall be disposed ofon site in an area designaled by the Owner.
Topsoil shall be placcd to a dcpth of 6 inches in all areas designated to be
rcvcgctated.
EARTITWORK. O22(l(,
Peak Civil Engineering, Inc.
B.
c.
I
I
t
I
I
I
I
I
t
I
I
t
I
I
I
t
I
I
I
B.
c.
D.
E.
F,
G.
H.
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
T
Anllers Condominium Add(
Additions and Renovations Flroject
Peak Civil Engineering, Inc.
3.02 EXCAVATION
Excavatioo is unclassified, and includes excavation to subgrade elevations
rndicated on thc drawings, regardless of the character of materials and
obstructions cncountered.
Unauthorized excavation consists of removal of materials beyond indicated
subgrade elevatrons or dimensions witbout specific direction of the Soils
Engineer. Unauthorized excavation shall be at the Contractor's expense.
Additional Excavation: If unsuitable bearing materials are encountered at
required subgradc elcvations, carry excavauons deeper and replace material as
dirccted by the Soils Engineer. Removal of unsuitable matenal and is'
replacement as directed will be paid on basis ofcontract conditrons relative to
changes in work.
Stability of Excavations: Slope sides of excavations to comply with local codes
and rules and regulations. Shore and brace where sloping is not possible
because of space restictrons or stability of material excavated. Marntain sides
and slopes ofexcavations in a safe condition until completion of backfilling
Dewatering: Prevcnt surface water and subsurface or groundwater from flowing
into excavations and from flooding project site.
l. Do not allow water to accumulate in excavattons. Remove water to
prevent softcning of foundation bearings, undercutting footings, and
soil chrnges dctrimental to stability ofsubgrades and foundations.
Providc and maintain pumps, well poina, sumps, and discharge lines as
necessary remove water from excavations.
2. Establish and rnaintain tcmporary drarnage facilities outside excavarron
lunits to prevent runoff from entenng excavadons.
3. Notify Engineer and Owuer immediately if groundwater is
encountered. Contractor is responsible for obtaining construchon
dewatenng permis.
Material Storage: Stockpile excavated materials until required for backfill.
Place, grade, and shape stockpiles for proper drainage.
Excavation for sructural fill shall be within the project limits or in approved
borrow areas.
All excavations shall comply with OSHA rules and reguiations.
EARTHWORK. O22()(l
Peak Civil Engineering, Inc.
Antlers CondomioO^oouroo
Additions end Renovetions Project
Perk Civil Engineering, Inc.
3.03 COMPACTION
General: Counol soil compaction during construction providing minimum
percentage of density specified for each classification lisrcd below
Percentage of Maximum Dcnsity Requirernents: Compact soils to not less than
the following pcrceDtages of maximum deasrty in accordance with ASTM D-
698.
l. Paved Areas: Compact top 12 inches of subgrade and each lift of
bacldill marcrial to a miaimum of 95% maximum dcusity.
2. Landscapcd or Rcvcgetatcd Areas: Compact top 6 inchcs of subgrade
and each lift of backfill rnarcrial to a minimum of 90% maximum
densrty.
3. Walkways and sidewalks: Compact top 6 inches of subgrade and each
lift of backfill material to a minimum of 95% maximum density.
4. Building floorslabs; 95%, Compact top 6 inches of subgrade and each
tift of backfrll material to a minimum of 95% maximum density.
5. Sguctural Fill: Compact top 12 inches of subgrade and each lifl of
backfill rntcnal to a minimum of 100% maximum density
Moisture Control: Soils shall bc placcd with moisture content of 2% plus or
minus l/2% of optimum moisnre. Where subgrade or a layer of soil matenal
must b€ conditioucd bcfore compaction, unifonnly apply water to surface of
rnaterial to prevent frcc watcr from appcaring on surfacc during or subsequent to
compaction.
1. Removc and rcplacc, or scari$ and air dry, material that is too wet to
pcrmit corrpaction o specified density.
2. Soil matcrial that has been removed because the moisrure content is too
high may bc stocbilcd or spread and allowed to dry.
3,04 EMBANKMENTANDFILLCONSTRUCTION
A. Place earthfill materials for backfill or embanhnent in thin horizontal layers and
compact as spccified bcfore next layer is placed. Use effective spreading equipment
on each lift to obain uniform thickncss prior to compacting. As compaction of each
layer progresses, continuously level and manipulate to assure uniform density.
When directed by Engincer, remove exccss moisture in bridging across streams,
ponds, and swampy gound. Place embanlgnent in layers not greater than 18" which
have been demonstrated to meet compaction standards. Occasional cobble and
boulder-sized pieces of excavated rocks with sizes from 6" to 2', may be placed in
. earth fill as approved by Soils Engineer. Space large rocks so corpaction of earth
fill will meer compaction requtements.
EARTHWORK. O22OO
Peak Civil Engineering, Inc,
I
I
I
T
I
I
t
t
t
I
I
I
I
I
I
I
I
I
t
B.
c.
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
T
I
I
Atruers aonoomrnrum Aooa
Additions and Renovrtions Ploject
Pegk Civil Engineering, Inc.
g. y;[ga srnlenlcment is to be placed and compacted on hillsides, or when new
gmbankrnent is to be compacted agarnst existing embankmcnts, or when
embanlcmcnt is built one-half width at a time, slopes which are steeper than 4:l shall
be continuously benched over as work is brought up in layers. gsa6hing shall be
kcyed in to existing slopes and material removed for the benching shall be excavated
and recompacted along with thc agv, srnlankment rnatenal at the Contractor's
expense.
C. Remove all sod and vegetable rnatter from surface upon which embankment is to be
placcd. Completely break up cleared surface by plowing, scarifiying, or stepping a
minimum of 6" to ensure a bond between embankrnent and original ground.
Rccompact to specifi cations
D. Frozen materials shall not bc used in constuction of embankment.
E. During constuction maintain work area in such condition that it will be well-drained
at all times, including at the end of the coDstructiou day.
3.05 GRADING
A. General: Uniformly grade areas within limits of grading under this section,
rnclurling adjacent tsansition areas. Smooth finished surface within specified
tolerances, compact with uniform slope between points where elevatrons are
indicate4 or betwcen such points and existing grades.
B. Grading Adjacent to Stsucucs: Gradc areas adjacent to buildings and other
structures to drain away from structures and to prevent ponding.
C. Compaction: After grading, compact sutfaces to the depth and percentage of
maximum densiw for each classification.
3,06 OUALITY CONTROL
A. Tcsting During Constructiou: Allow Soils Engineer to inspect subgrades and fill
laycn as requued.
l. Perform field density tests in accordance with ASTM D 1556, ASTM D 2167,
or ASTM D 2922, u apptcable. When ASTM D 2922 is used, the calibration
curvcs shall be checked and adjusted usitrg only ASTM D 1556. Soils Engtneer
to detcrmine testing procedure and interval.
2. Paved Areas and Building Slab Subgrade: Make at least one field density test
of subgrade for every 2000 sq. ft. ofpaved area or building slab. In each layer
of compacted fill, make one field density test for every 2000 sq. ft. ofpaved area
or building slab.
B. If in the opinion ofthe Soils Engineer, Engineer, or Owner, based on test results and' inspections, subgrade or fills are placed below specifred density, the Contactor shall
providc additional corrpaction, replacemeng and testing as requLed to meet
minimum densitics.
3.07 MAINTENANCE
EARTHWORK. O22OO
Peak Civil Engineering, Inc.
Antters Condom,f noon,oo
Additions end Renovrtions Project
Perk Civil Engineering, Inc,
I
Protcct graded areas from traffic and erosion. Repair and re-esublish grades in
scttlcd erodc4 and nrttcd arcas.
Wherc completcd compactcd areas arc disnubed by subsequcnt construcdon
operations or adversc wcathcr, scsriry surface, reshapc, ald cornpact to required
deDsity prior to furtber constructioo.
Whcrc settling is measurablc or observcd at embankmcnts or excavations during the
warranty period, add backfrll matcrial aDd coEpact. Rcstorc appearance, quality and
appcarance of surfacc to mrtch adjacent work. Revegctatc and repair any disnrbed
pavcmcnt or irrigation systcms.
3.08 BORROW
Provide test pit if required by Soils Engineer to cvaluate acccptability and limits of borrow source
at Contractor's exp€trsc.
If more borrow is placed than required, amount of ovemrn will be dcducted from thc borrow
volume. Contractor shall notiS Owncr and Fngineer at lcast l0 workiag days in advance of need
before opcning borrow arca.
Srip all borrow arcas of sod, topsoil, and unsuitablc matcrials. Provi& adcquate erosion control
during bonow area use. Restore borrow arca, gradc, reshape, and revegetate following use.
3.09 DISPOSAL OF MATERIALS
Deposit all surplus or unsuitable oarcrials in such places designated on drawiags or as approved
by Owner. Gradc and sbapc disposal site. Place opsoil and revegetatc as required. Whcre
disposal sitcs arc not dcsignate4 remove and dispose of wastc material offsite.
END OF SECTION O22OO
EARTHWORK- O22(}O
Peak Civil Engineering, Inc.
I
I
I
T
I
I
t
I
I
I
t
I
I
T
I
I
t
t
I
I
t
I
t
I
I
I
I
I
t
I
I
I
I
I
T
T
T
SECTION 02220
EXCAVATING, BACKFILL, AND COMPACTION
PART 1 - GENERAL
RELATED DOCWENTS: Soils and Foundation Investigation prepared by
Koechlein consulting Engineers, Inc. Job. NO. 98-1,62 dated August
20, 1998; a copy of which is available for review at architect's
office.
TESTING
The Ownet will retain the services of a
for observation, testing, and guality
Section. (Refer Section 01410).
the geotechnical engineer
control of work in this
SUBMITTALS
Vlork involving any new structural borrow fill material shall not
conmence until the geotechnical engineer has issued wrj.tten
acceptance of ProPosed material .
The Contractor shall submit samples of proposed new structural
borrow filf material to the geotechnical engj.neer as required by
the engineer. Submittal shall include relevant data such as exact
location and depth of source for such materials
SITE CONDITIONSContractor shal] be responsible for safety of excavations,
protection of existing foundation footings and retaining walls to
te saved and incorporlted into the project and for protection of
all existing buried utilities. Division 1 covers general
requirements.- confirm and accomrnodate site conditions for
exCavation as required, locate and protect underglround utilities'
etc. Refer to Sbits and Foundation Investigation prepared by
Koechlej-n Engineers for testing lesults of subsurface conditions.
Free ground water was located at elevation 8L04 (refer Page 2, 5,
7,8 and 9) .
UTILITY LOCATIONSContractor shal1 be responsible for acquiring location of alL
public buried utilities as well as underground electricaf line
between main building and emergency glenerator, etc'
SEQUENC ING / SCHEDULING
lhe Contractor shal1 notify the Geotechnical Engineer at least
five (5) working days prior to the following occurrences:
conunencement of excavation
import of borrow-fill material
contmencement of backfilling
commencerirent of comPaction
completion of comPaction
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
02220 -1
STOP EXCAVATION
Upon encountering any unexpected subsurface utilities during
excavation, all work shall cease and the Architect and Owner I s
Representative noti.fied immediately. Work shalL not resume until
the Architect has issued a directive.
GENERAL BACKFILL MATERIAL QUALITYA. free of vegetable matter and other deleterj-ous substances.
B. shall not contain tocks or lumps having a diameter of more
than two inches (2"1
c. free of brush, sod or frozen material .
PART 3 - EXECUTION: The use of explosives is not pernitted.
CLEARING: Stockpile toPsoil and excavated soil to be reused
f or backfill in areas approved by or.tner or of f site as
necessary.
EXCAVATION: Provide excavation for new garage structure, for
aI1 new footings' for building extensionsr walls and
columns, etc. RemovaL of materials beyond indicated subgrade
elevations shall constitute unauthorized excavation.
Unauthorized excavation and remedial work to be at the
Contractorrs expense. Remove existing asphalt paving and
base course. Slope sides of excavation to angle of repose of
material excavated or shore and brace.
EXCAVATION TOLERANCES: Tolerance for excavations shall be
0.10 feet frorn specified dimensj.ons.
TRENCHING: Install a signal ribbon at a depth of 12" below
grade when backfilling over all utilities.
BACKFILL: Backfill only with materials excavated from
construction area or other rnaterial tested and accepted in
writing by the geotechnical engineer, and only after the
Engineerrs acceptance of below grade construction.
COMPACTIoN: Incorporate requirements as derived from
geotechnical engineer's investigation and as provided under
Division 02500 "Pavj-ng and Surfacing." Subgrade preparation
shall include scarification, noisture treatment to -L Eo +2
percent of optimum moisture content and comPaction to at
least 95 percent maximum standard plocto! dry density, (ASTM
D 598, AASHTO T99).
Compaction for backfill at new wall foundations and utility
main replacement trenches as follows: BackfiII at paved
asphalt or concrete areas placed in lifts of 8 inches loose
thickness and compacted to 95* relative compaction. Backfill.
at landsiaped and sodded aleas placed in lifts of L2 inches
loose thickness and compactj-on to 90t relative compaction.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW. COLORADO
02220 -2
I
I
I
I
I
I
I
I
t
t
T
I
I
I
I
I
I
I
I
SHORING:
As required to retain improvements to be saved along linesof support j-ncluding exi-sting concrete retaining, wal.1,concrete wall- between unit access corridor and parking
garage/housekeeping and building foundations, as shown onthe drawings. Support of existing footings of buildingelements and retaining walls sha11 be accomplished andmaintained at the contractorr s sole expense andresponsibility. Shoring design, construction and maintenancetogether with j-nsurance and/or bondi.ng for the shoringactivity to protect property, existing structures andliability for workman, equipment and materials shall be thesole responsibility of the Contractor.
PROTECTION OF PERSONS AND PROPERTY:Barricade all open excavations and post with warning lightsfor safety of persons. Comply wlth all O.S.H.A., Town ofVail, and State of Colorado requirements for protection.Install alL necessary temporary fences, guardrails,
barricades and protected walkways to protect the public,property owners and workers.
TEST AND INSPECTIONS:
Compaction test by owner shal-l be taken at backfill forwhere new footings, concrete walk pavement and asphalt
pavement will be placed above. Refer Section 01410 for testreports.
END OF SECTION 02220
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
02220 -3
I
I
fi lffi ,:""""Tft I'H,ili:t*,
Peek Civil Engineering, Inc.
iBffioNrRoL
t PARr r .Er\TERAL
r2"
18"
24"
I
T
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I.OI DESCRIPTION
A. Work Included: Excavation, Crading, and installation of riprap, filter material, jute
nettrng, straw bale sediment barriers, and all necessary appurtenances.
B. Related Work;
l. Sirc Clearing: Section 02110
2. Earthwork: Section 02200
3. Drainage Structures, Pipes, and Fittings: Section 02430
I.O2 SI.IBMITTALS
A. Test Reports: If requested, fumish copies of lests from certrfied and acceptable testutg
laboratory
l. Gradation and Soundness of Riprap.
2. Gradation of Filter Material.
PART2 PRODUCTS
2.OI RIPRAP
Hard, dense, sound" rough fractured stone meeting AASHTO T 85. Excavated shot rock may be
uscd if agreed to by the Owner's representative and the Engineer. Neither breadth nor thickness of
single stone to be less than one-third its length.
Nominal Size Min. Volume Min. Weight
0.25 CFS 30 lbs.
0.5 cFS
r.8 cFS
4 CFS
75 lbs.
250 lbs.
600 lbs.
Size of stone and total thickness of riprap as shown on drawings. Stone well graded so voids can
be filled, and at lcast 50olo of mass equal to or larger than size called for on drawings.
SLOPE PROTECTION A}{D EROSION CONTROL-2370
Peak Civil Engineering, Inc.
Artlers condomiof noontoo
Additions and Renovations Project
Peak Civil Engineering, Inc.
2.02 FILTER MATERIAL
Aggrcgatc Filtcr: Conform o following gradation:
Sieve Size
J
t/ rr
No.4
No.200
2.03 FILTER FABRIC
Pcrccntage by Weight Passing
Square Mcsh Sicves
100
20-90
0-20
0-3
I
I
t
I
t
I
I
I
I
I
I
I
I
I
I
t
I
I
T
Manufactured especially for stability of crosion conrol constnrction. Made from polyethylene
and polypropylcuc yamlr, in accordance with following:
Weight
Thickness
Grab Saength
Elongation Brcak
Bulst Strengtb
Trapezoid Tear Srcngth
Water Permcability
Water Flow Rate
Equivalent Opcoing Size
2.04 ruTE NETTING
4.0 ozlyd
l5 mils
130 lbs.
620/o
125 psi.
70 lbs.
0.02 sm/scc.
.80 gaUmin/ft
70-1ff)U.S. Sicve
ASTM DI9IO
ASTM DI777
ASTM DI682
ASTM DI682
ASTM D7742
ASTM 2263
CFMC
CFMC
ASTM D422
Heavy-woven jutc mesh of a rugged constnrction. Made of undyed and rurbleached twisted jute
fibcrs, having smolder resistant tcatmcnt. Provide in rolls 225'by4'widc goalsining 100 square
yar& weighing approximately 90 pounds.
2.05 SILT FENCE
A. Silt Fencc Fabric: The fabric shall mcet the following spccifications:
Fabric ProDcrtics Minimum Acceptablc Value Test Mcthod
Grab Tcnsile Streng0r (lbs) 90
Elongation at Failure (%) 50
Mullcn Burst Suength (PSI) 190
Puncture Stength (lbs) 40
Slurry Flow Rate (gaVmin/sf) 0.3
Equivalent Opcoing Size 40-80
Ultraviolet RadiatioD Stability (%) 90
SLOPE PROTECTION AI{D EROSION CONTROL-2370
Peak Civil Engineering, Inc.
ASTM DI682
ASTM DI682
ASTM D3786
ASTM D75l (modified)
US Sieve Cw-02215
ASTM-G-26
B. Fcnce Posts (for fabricarcd units): The length shall be a minimum of 36 inches long.
Wood poss will bc of sound quality hardwood with a mininum cross sectional area of
3.0 square inchcs. Steel posts will be standard T ad U section weighing not less than
1.00 pcr lincar foot.
C. Wirc Fcnce (for fabricarcd units): Wire fcncing shall be a minimum l4-ll4 gage with a
modmum 6" mesh opening , or ali approved.
I
T
T
I
I
I
I
I
t
T
T
T
T
I
I
I
t
I
I
Antlers Condominium Addif
Additions and Renovrtions Project
Peak Civil Engineering, Inc.
D. Prefabricated Units: Envirofence or approved equal may be used rn lieu of the above
method providing the unit is insallcd per manufacturer's instructions.
PART 3 . DGCUTION
3.OI FILTER FABRIC
Place fabric over shaped swface loosely whcre, when large stones are placed, they will not cause
stetching of fabric beyond elastic limits. Overlap joining sectrons 2' at cdges. Secure overlapped
edges to subgrade with cinch pins. If riprap is dropped, place aggregate beddrng 2" thick over
fabric. Place riprap in a nunner that fabric will no be damaged by sretching, punching, or
nppitrg.
3.02 RIPRAP
A. Reasonably well-graded from smallest to maximum size specified. Stones smaller than
l0% of smallest size not permined. Conrol gradation of riprap by visual inspechon to
assure thickness of riprap conforms with d,rawings.
B. Hand Placed: Rectangular to facilitate butt placement. Fill openings with loose, well-
graded road aggregate base material.
3.03 FILTER MAIT,RIAL
Wet subgrade, reasonably shape, and compact prior to plachg filter material. Filter matenal may
be backdraggcd with loader bucket to a reasonably smooth surface for placement to lines and
grades of drawings.
3.04 WATERBARS/INTERCEPTORTRENCHES
Construct ditch rn accordance with drawings. Flow line of water bar not steeper than 1%.
Discharge on existing vegetated slope altemately to avoid erosion.
3.05 STRAW BALE SEDMENT BARRIER
Use sfraw bale barriers at stonn drain inlets, across minor swales and ditches, and other
applicatious where barrier is of temporary nature. Bind sraw bales with nylon or bailing wire, not
twine. Anchor bales to ground with two posts per bale.
3.06 ruTE NETTING
Start jute roll at top of slope or charurel and unroll down grade. Lay second su-rp parallel to first
and allow 2" overlap. Bury top end of roll in rcnch, minrmum 4" deep. Anchor jute roll to earth
surface with sakes of8 gauge steel,8" long, approximately 12" apart. Staple outside edges 4' to
l0' apart and along overlap edges. Overlap end rolls by 4" and anchor securely.
3.07 CHECK DAMS
Install bottom of check dam at least 6" bclow depth of newly graded channel. Extend to 6" above
maximum design water depth. Install rnaterials in accordancc with drawings.
SLOPE PROTECTION AI{D EROSION CONTROL-2370
Peak Civil Engineering, Inc.
rur.ers conoo,,uof
^oorrrooAdditions end Renov-etions Proj ect
Peek Civil Engineering, Inc.
3.08 FILTER BERMS/SEDMENT POND
Field construct berms as directed by Engincer. Place washed l" to l-l/2" aggregate with 2' top
and 3:1 sidc slopes cxtending to bottom of channel. Berm to retai[ sediments by retarding and
filtcring runoff. Placc sand on face of berm for futurc replacement of filter material. Construct in
accordancc with drawings.
3.09 SILT FENCE
Insall silt fcoce in accordancc with drawings.
END SECTION
SLOPE PROTECTION AI\D EROSION CONTROL-2370
Peak Civil f,,ngineering, lnc.
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
Antlers Condominium lddif
Additions and Renovations Project
Peak Civil Engineering, Inc.
PART I GEIIERAL
I.OI DESCRIPTION
A. Work included: Excavatioo, backfrll, bedding, and insallation of pipe, manholes, catch
basins, inlets, outlets, undcrdrains, irrigation ditches, chaanelization, detcntion storage,
siphons and all nccessary appurtcnanccs.
B. Relarcd Work:
l. Clearinc: Section 02110
C. Definition:
l. Trcnch Excavation: Excavation of all material encouatered along trench other
than rock excavation.
2. Rock Excavation: All solid rock formations which cannot be reasonably broken
by a backhoe with % cubic yard bucket curling force and strck crowd force of
35,000 lbs. eac\ and rcquiring dnlling and blasting. Boulders, large rocks, and
chunks of concretc threc cubic yards or larger, considercd rock excavation.
I,O2 SUBMITIAL
A. Submit shop drawings or product data showing spccific dimensions aad construction
matcrials for:
]. Precast Manholcs
2. Precast Catch Basins
3. Frames, Grate s, Covers
B. Test Rcpors: Submit laboratory gradation tests for bedding and tench stabilization
materials, concrete rnix dcsign, and compression test.
C. Permits:
l. Constuction Dewatering (NPDES)
DRAINAGE STRUCTURES. PIPES. AIYD FITTINGS . 02430
Peak Civil Engineering, Inc.
ilLH":";',"Til:t#:.;ilj*,
Peek Civil Engineering, Inc.
I.O3 JOB CONDITIONS
I
I
I
I
I
I
I
T
I
I
I
I
t
T
Environmental Requirements: Exccpt by spccific written authorization, cease concretng when
dcscending air rcrrycrature in shade away from artificial hcat falls bclow 35 degrees F. and there
is frosr in subgradc. Whcn concreting is perrritted during cold weather, temperatue of mix shall
not be less than f[ dsgrggs F. at time ofplacing.
PART 2 - PRODUCTS
2.OI PIPE AND FITTINGS
A. Non-Reinforccd Coucretc Pipc: ASTM Cl4
B. Reinforccd C,oncretc Pipc: ASTM C76, circular; ASTM 506, arch; ASTM 507, vertical
or horizontal elliptical. Class pipe as showr otr drawhgs.
C. High Density Polyethylenc Pipe - smooth interior, ADS -N 12 or approved equal,
AASHTO M-252 and M294
D. Comrgated Stcel Pipe and Archcs: AASHTO M36, gauges as shown on drawrngs.
Bands shall conform to the following:
Pipe Sizc
Inches
G3036-60 t2"66-t20 24"
Comrgations
2-213" x%" 3"x1"
14"
20"
Number Bolts
2ea
3ea
5ea
Thickncss of band one gaugc lcss than pipc but not less than l6 gauge.
E. Comtgated Steel Pipe End Section: Sizes and dimensions shown on drawings. Materials
samc as cotrugatcd stcel pipc.
F. Bituminous Coating: Wbcrc rcquircd otr corugatd stecl pipe and fittings, AASHTO
M190, Type A, with minimum thickncss of 0.03". Coupling bands fully coated'
2.02 Underdrain Pioc
Rigid PVC Schcdule SDR35. Holes 3/8" double row cach side of pipe for 6"-10" stze
pipe. Triplc row cach side for 12"-21" pipe. Install hole row each side of pipe for 6'-10"
pipe; triple row each side of pipc for 12"-21" pipe.
Flexible polypropylene or polyethylene/hancor
Fittings-provide all standard fittings required as well as transitions from different pipe
diameters.
D. Cleanous: Cleanout pipe & fittings-cast iron soil pipc. Provide each cleanout w/a brass I
femrle and cast brass screw jointcd pl4 with socket for wrench. Provide floor cleanouts r
br wall cleanous as indicarcd. Unpaved areas- set in l2"xl2" concrete blocks.
I
2.03 PREFABRICATED INLETS AND OUTLETS
DRAINAGE STRUCTURES. PIPES, AI\ID FITTINGS . 02430
Peak Civil Engineering, Inc.
B.
c.
t
I
I
t
t
I
I
I
I
iil1'fi ,:?Tff"l'J"T,f, l:il*,
Peek Civil Engineering, Inc.
I
I
A. Comrgated Steel Unie: Conform to &awing dimensions, AASHTO M36. Bituminous
coating when specificd, AASHTO M190, Type A. Steps fabricated into untts'
B. Precast Concrete Units: In accordance with drawings, ASTM C47E and C789, wall "B",
wall thiclncss l/12 internal diamcter. Steps precast tnto 'nits.
2.04 MANHOLE
A. Manholc Bases: Precast concrcte. Manhole base and fust barrier section cast monolithic
pcr ASTM - C478.
B. Manholc Scctions: ASTM C478. Precast conqete with minimum wall thrckness 1/12 of
intenrd diamercr, Coues ccccntric.
C. Manhotc Ring and Cover: Cast iron, ASTM A48. Ring and cover combined weight
greater than 400 lbs., machrncd to lit securely. Non-rocking cover. Hot dipped tn
asphalt.
D. Manhole Steps: Two non-skid grooves in the surface and capable of carrying load of
1000 lbs. 6" from face of manholc.
E. Manholc Joint Scalaat: RubberNck.
2.05 SLOTTED DRAIN
AASHTO M36 with gnte assembly, ASTM A123. Joint and couplers of nng compressron t)?e.
Where required, expanded wire mesh attached across top of drain opening. Fittings provided wrth
annular ends for hugger-type bands.
2.06 FRAMES. GRATES. COVERS. AND STEP
Metal unis conform to drain dimensions and to following for designarcd material'
A. Gray kon Castings: AASHTO M105.
B. Carbon-Steel Castings: AASHTO M103.
C. Ductilelron Castings: AASHTO A536.
D. Stnrctural Stecl: AASHTO Ml83 and ASTM A283, Grade B. Galvanizing, where
specified, AASHTO Mll l.
2.07 BEDDING
A. Pipe and culvert - Class 6 Aggregate Base Course'
B. Underdrain - washed gravel: pcrcent by weigbt passing square mesh sieves: 1", 100%;
%", 95 -lO0%: No. 4, 0-5%.
2.08 CONCRETEMATERIALS
A. Gcncral: All matcrials firmished ftom sources approved by Engineer.
DRAINAGE STRUCTURES. PIPES. AI{D FITTINGS - 02430
Peak Civil Engineering, Inc.
t
I
I
I
I
I
t
I
t
I
t
Atrtlers coodomif noorooo
Additions rnd Renovations Project
Perk Civil Engineering, Inc.
B. Cement: ASTM C150 for Portland Cement, Type tr. Cement which has'become
partially sel or contain lumps, cakcd cement and have bccn exposed to imlcment wcather
sball be rejecred.
C. Aggregate: ASTM C33.
D. Watcr: Water uscd in mixing or curing concrete shall be clean and free from oils, acrds,
salt, alkali, or organic rnaterials hamrful to concrete.
2.09 CONCRETE MD(
A. Design Mix:
l. Proponions:
Cement 5-l/2 sacks pcr cubic yard
Coarse aggrcgarc 437o
Water 5.5 Gallons pcr sack
Maximum size aqpgale %"
2. Slump:4" maximum
3. Srength: Minimum 3,000 psi at 2E days
4. Air Contetl: 5o/o-7o/o
B. Job Mixcd Concretc: Mixed in drum mixcr conforming to Concrete plving Mixer
Standards of Mixer Manufacturcrs Bureau of Associatcd Gcneral Connacors of
America. Mixcr shall be capable of corrbining aggregates, cemeng and water rnto
dlqlsrrghly mixed and uniform mass. Discharge entire contents of drum before
recharging. Continuc mixing of cach batch for not less l0 minutes after all matenals are
in &um"
C. Rcady Mixcd Concrete: Proportioned, mixed, atrd transportcd in accordance with ASTM
C94. Any concrete no plastic and workable whcn it rcaches project shall bc rejected.
PART 3 EXECIJTION
3.OI TRENCHING
A. Trench Excavation: Excavate o deptbs rcquircd. Confine excavation to work limits.
B. Rock Excavation: Prior to rcmoval, notif Engincer of arcas requiring rock excavation.
C. Blasting: ln general blasting will be allowed in order to expedite dte work if a permit by
thc local authority having jurisdiction is granted. All explosivcs aod appurtenances shall
$g 6rnsported, handlcd, stored and used in accordance with the laws of the local, state,
and federal govemmcnts, as applicable.
All blasting shall bc contolled as not to injure any existing structure or facility. The
protection of life and property and all liability for blasting shall be placed solely on the
pe$on or persons conducting the blasting operation. The hours of blasting shall be in
DRAINAGE STRUCTURES, PIPES, AITID FITTINCS - 02430
Peak Civil Engineering, Inc,
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
t
I
I
I
t
I
t
I
I
I
T
t
t
I
I
t
I
I
I
I
I
Antlers Condominium Addf
Additions and Renovations Project
Peek Civil Engineering, Inc.
accordance with the permit of the local authonty. Prior to blastrng , provrde mrnimum 24
hour noufication to Engineer.
3.02 UNSTABLE TRENCH BOTTOM. EXCAVATION IN POOR SOIL
If the bottom of thc excavatior at subgradc is found to be soft or unstable or to include ashes,
cinders, refuse, vegetable or other organic material, or large pieces of fragments of urorganic
material that cznnot satisfactorily support tbe pipe or structure, then the Contractor shall funher
excavate and remove such unsuitable material. Before the pipe or sructure is installed, the
subgrade shall be accepted by the Engineer.
3.03 BEDDING OTHER THAN UNDERDRAINS
A. Pipe: Install in conformance with drawings. Place form minrmum of 4" below bottom of
ptpe to ceoterline of pipe for entire width of fench.
B. Culvert: lnsall in conformance with drawings. Place from minrmum of 6" below
bottom ofpipe to centerline ofpipe for entire width of tench.
].04 PIPE INSTALLATION
A. General: For new embanknents, place fill so width each side of pipe is at least five (5)
times pipe diameter. Aftcr embankment is place4 proceed with tenching.
Bcgin all pipc installation at dowurtream cnd. Bell or groove ends of rigid conduit and
outside circumfcrential laps of flexible conduit facing upsE€am. Place flexible condurls
with longitudinal laps or scams at sides.
B. Comrgated Steel Pipe : Remove all loose excavated matcrials from bottom of trench and
install bedding to required thickness. lnsall pipe true 1o line and grade. Install
1s63ining bedding material along sides of pipe to avoid any voids. Repair bitumrnous
coating damage usrng similar coating material. Lubncate coupler bands. Verncal
elongation causcd by bacldill operation shall not exceed 3/o of pipe diameter. Compact
backfill to 85% AASHTO T99 and continue to I ' over top of pipe.
C. Concrete Pipc: Extend bcdding around bell where bell and spigot pipe is used. Place
pipc on beddiag as shown on drawings. Place remaining bcdding along pipe sides with
no voids. Compact backfill to 85% AASHTO T99 and continue to I' over pipe.
D. Underdrain Pipe:
l. General: Install to lines and grades shown on drawings. Extend underdrain
material a minimum of 6" over top of pipe, Cover underdrain material for entlre
width of tench with filter fabric. If shown on &awings, hne tench with fabric
before installing pipe and underdrain material.
2. Concrete Pipe: Insall with bell resting on trench boftom facing up grade, with
under&ain material supporting pipe.
3. Comrgated Steel or PVC Pipe: Holes or perforations placed down with
maximum l" underdrain material under pipe. Joinl according to manufacturer's
recommendations.
DRAINAGE STRUCTURES. PIPES. AIID FITTINGS - 02430
Peak Civil Engineering, Inc.
Antlers Condomif noOi,,oo
Additions end Renovrdons Project
Perk Civil Engineering, Inc.
3.05 SLOTTED DRAIN INSTALLATION
InstaU in accordance with drawings. Trench as narow ari possible and backfill to create uniform
foundabon side support. Install true to line and grade.
3.06 MANHOLECONSTRUCTION
Manhole: Constuct in accordance with drawings. Extend concrete manhole base at least
8" bclow pipc bancl. Slopc floor of manhole from centerhne of pipe to maxtmum 2"
abovc top of pipc at f3s6 qf mrnholg. Shape invert after manhole is set. Construct side
branchcs with as largc radius of curvaturc as possible to conncct to marn inven. lnverts
shall be smooth and clcan with no obstuction , allowing insertion of expan&ble plug in
pipc. Place conpletc and continuous roll of joint sealant on basc rmg in suflicient
quantity, so thcre will bc no spaccs allowing infilEation. Join each succeeding manhole
section in similar manner. Tnm away all cxcess material and repair all lifting holes.
Turn eccentric cone and stsps away from roadway ditch.
Manhole Ring and Covcr: lnstall at gradc of finished surface. Where surface will be
completed after marhole construction, set top of cone so maximum of six - two Lnch
thick reinforced concrcte rings will adjust ring and cover to final grade.
3.07 CONNECTION TO EXISTING MANHOLE
Make connections to cxisting manholcs, whcre no pipe is stubbcd out, in similar mamer as new
manhole. Break small opening in edsting manhole as ncccssary to insert new pipe and attain
watertight seal. Chip existing concretc bcnch inside manhole to provide enough thickness for
mortar bed to make ncw smooth continuous invcrt, Place expandablc wate$top around portion of
scwer pipe inscrtcd into existing manhole. Usc expandable grout to completely fill hole in
manhole to create watcrtight repair.
3,08 CONCRETE WORK
c.
Placcment: Place to rcquired dcpth and width conforming to drawings. Place concrete as
uniforrrly as possible to minimizc amount of additional spreading. Placc and consolidate
with suitable tools to avoid formations of voids, honcycomb, or pockcts. Well vibrated
and ampcd against forms.
Retempering: Do not retemper concrete or mortar which has partially hardened by
remixing with or without additional cemetr1 aggregatc, or water. Provide concrete in
such quantity as is required for immediate use.
Curing: Protect agarnst loss of moisnue, rapid temperature change, rain, or flowing
water, for not less than two days from placement of concrete. Immediately after
finishrng, cover concretc surface with curing medium which is applicable to local
conditions as approved by Engincer. Protect exposed edge of concrete slabs by removutg
forms immediatcly to provide these surfaces with continuous curing treaunent.
DRAINAGE STRUCTURES. PIPES. A}tD FITTINGS - 02430
Peak Civil Engineering, Inc.
I
I
I
I
t
I
I
I
T
I
I
I
I
t
I
I
t
I
I
B.
B.
B.
B.
B.
c.
D,
I
I
I
I
t
t
I
I
I
I
I
I
I
I
I
I
I
I
t
Antlers Coodominium Addf
Additions and Renovations Project
Perk Civil Engineering, lnc.
3.09 BACKFILL
3.IO COMPACTION
One Foot Over Pipc: Use %" road base for cover material and backfill by approved
mechanical methods. Cover rnatenal shall be clean, free from organic matenals, chunks
of soil, frozen material. debris or other unsuitable materials. Place ald compact startDg
at top of pipe bedding extending upwards to I' above top of pipe. Place in lifts to a
density of 90% A,{SHTO T99, at a point 6" above top ofpipe.
Remainder of Trench: Backfill witb same materials excavated from work limits unless
rrnsgi6bls. No bouldcrs over 6" in diameter in top 12" of aench. No backfill material
with boulders larger than 18" in diameter. Carefully lower boulders larger than 12" ut
diamercr into ncnch until backfill is 4' over top of pipe.
Demonstate method of compaction. Engineer will test compacted demons8ation section
for uniform density tbroughout depth of each lift. Alter construction methods until
providing one acceptrable to Engrneer. Continue same procedure until significant change
in soils occurs, or requued compaction is not being achieved, then demonstrate new
method.
Compaction requirements for all trenches within limits of pavement, shoulders, or back
ofcurbs:
l. Predominately of cohcsive soils where AASHTO T99 Procues are applicable:
Compact uniformly tbroughout each lift to 95% AASHTO T99.
2. Predominatcly of rock, to 18" in diameter: Place in loose lift up to average
rock dimension. Placing of occasional boulders of szes larger than maxrmum
layer thichess may be agreed to by Engineer, provided material is carefully
placed and large stones well distributed with voids cornpletely filled with
smallest stones, earth, sand, or gravel. Level and smooth each layer to distribute
soils and frner fragments of earth. Wet each loose layer as necessary to facilitate
compaction prior to placing additional lifts.
3.11 CONCRETESTRUCTI.]RES
General: Cast-in place concrete conforming to dimensions shown on the drawurgs and
accurate to toleranccs of%" . Install forms so all finished lines will be true and snaight.
Install reinforcing steel with the spacing between the forms and between bars as shown
on drawings. Keep excavation dry during consEuction. compactron requirements same
as above.
lnlets and Outlets: Either cast-in place or precast units, rn accordance with drawings.
When requued, set cashngs accurately to grade with adjustnent courses of brick in full
mortar beds. Construct pipe inverts or smooth concrete invens same size as pipe up to
ccntedine ofpipe, with bench to stand on.
Frames, Grates, Covers, and Steps: lnstall accuately according to &awings. Anchor
castings in place and set in adjusunent mortal to assure firm foundation.
Trash Guards: Install in accordance with drawings and manufacturer's
recommendations.
DRAINAGE STRUCTIJTRXS. PIPES. A}{D FITTINGS - 02430
Peak Civil Engineering, Inc.
Antlers Condomirl .noonroo
Additions and Renovations Project
Pcek Civil Engineering, lnc.
3.12 PAVEMENT REMOVAL AND REPLACEMENT
Scorc existing surfacc with cutting whecl to create cleaa break line. Rcmovc and disposc of
existing surface aod aggregarc base course. Lcave 6" of undisirbcd subgradc lip on each sidc of
uench. After rench has bcen backfilled and propcrly compactcd, place aggregate basc course in
accordance u/ith psrmlt requirements or minimum thickness in tbese specifications. Compact
aggregatc base coursc to 95% AASHTO T180. Rcplace pavement in accordancc with permit
requiremcnts or minimum thiclness in thesc spccifications. Compact asphalt to 95% ASTM
D 1559; consolidarc with vibrators.
3.I3 FIELD OUALITY CONTROL
Noti$ Engineer at least 24 hours in advance of pipe bciag laid in any tench. Cover no pipes until
observed by Enginccr.
3.I4 CLEANUPANDRESTORATION
Restore all pavemcnts, curbs, gutters, utilitics, fences, irrigation ditches, yards, lavms, and other
stuctures or surfaccs to condition equal !o or bcttcr than beforc work bcga4 and to satisfaction of
Engincer. Deposit all w:xrtc matcrials in dcsignatcd waste areas. Grade and shape disposal site.
Complcte topsoil and lssgsding of sitc if rcquired. Where disposal silcs are not designated,
remove and dispose of all waste materials offsite.
END OF SECTION 02430
DRAINACE STRUCTURES, PIPES, AND FITTINGS - 02430
Peak Civil Engineering Inc.
t
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
T
I
I
I
I
I
I
t
I
T
I
I
I
I
I
I
I
I
I
I
SECTION O25OO
PAVING AND SURFACING
PART I GENERAL:
RELATED WORK
Refer to Soils and Foundatlon InvestJ_gation prepared by KoechleinConsulting Engineers, Inc. Job No. 98,162 dated August 20, L99Bfor subsurface soi.l conditi-on inforrnation.Section 02220 - Excavating Backfill and Compaction
1. PARKING AREAS
MATERIALS -a. SEE SPEC SECTION 02511 - CONCRETE PAVINGb. New and replacement concrete parking garage and dri-ves.(Refer Plans).c. Asphalt for street patching according to Town of Vailspecification and installation requirements.
WALK, CURBS AND GUTTERS: (Refer'Civil'Plans)
a. ON CITY PROPERTY - construct new curb cuts, wa1ks, curbs,gutters according to Town of Vail Traffic EngineerinErequirements and standards.b. ON ANTLERS PROPERTY1. Walks (Concrete and Precast Concrete Pavers)(a) 4" thick with 6X5 W1 .4 X W1 .4 welded wj.re fabri-cor fiber rei-nforcing as approved by structural-
engj-neer(b) See 03300 for concrete2. Curb Gutter(a) 4" thick, 6" curb height typical.3. Drives(a) 5" thick slab on grade 6 X 6 X Vl 1.4 X l{ 1.4.or fiber reinforcing
Welded wire fabric(b) See 03300 for Concretec. EXPANSION JOINTS
Provide expansion joints at the following ]ocati-ons1. Between bui.lding and wal-ks2. Whenever concrete paving is confined (i.e. betweenbuilding and curb or in building courtyard) .3. At 20' maxj-mum spacing in straight runs.d. CONCRETE PAVING BLOCKS:Precast, integral color 6000 PSI concrete interlockingpavers. 3" thi-ck, Colonial Cobble or pattern asselected. InstalLation over 60 mil "Bi-tuthene" membranewaterproofJ-ng system 4000 and "Hydroduct HSF"
manufactured by W. R. Grace. Utilize 2" sand bed and 3"pavers at parking/drive court above garage, etc.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
02500 -1
E. SPECIAL CONDITIONS1. Afl waLks or drive which may cross irrigationor electric lines:Provide oversized PVC sleeves under walks, drives,etc. where buried utilities (sprinkler systems, gas
lines, etc.) run under these features so that removaland replacement of the lines can be accomplished
wj-thout damage to walks, etc. Extend sleeve 1r (min.)
beyond edge of walk, etc. Larger extensions may be
needed if utility is buried at greater depth. Show
sLeeve locations on Drawings.
2. Install public R.O.W. concrete curb & gutter and walksas required by Town of Vaj.L Authorities. Review curbcut areas, wheel chair ramp, parking garage,
drive/curb cut areas and front entry drive areas withTown of Vail Inspector and secure approval forslopes, detaifs, finish and guality control prior toplacing new concrete and/or concrete pavers.
Contractor shall install aII paving, walks, curb andgutter as shown on the drawings in public R.O.W.accordi-ng to Town of Vail requirements withoutaddi-tional cost to the Owner.3. Provide control joi-nts in all new concrete paving as
shown on plans or if not shown to align with all
column corners, building corners, wall corners and at20' each wav minimum.
SOILS COMPACTION: tn"fe. Section O222Ol
Compaction shall conform with recommendatj-ons of geotechnical
investigation and be compacted to 95t relative compact,ion,
mi-nimum or according to geotechnical report, whichever is mostrestrictive. Compaction may be according to 90t relative
compaction at landscaped and sodded areas.
COMPACTION TESTING: (Refer Section 014L0)Provj-de one test per 2OO sq. ft. area and/or eachfoundation/footing, each trench backfiJ-I, each pit backfill andbelow all concrete fLoor slabs, galage slabs, curb/gutters,terraces, walks and drives.
END OF SECTION O25OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, E.AGLE COUNTY, COLORADO
t
I
I
I
I
I
T
I
I
T
I
I
I
I
I
I
I
I
I
02500 -2
B.
D.
I
I
I
I
t
I
t
I
I
I
I
I
T
I
I
I
I
I
t
iil','fi ":".""Til1'"""T,#:*,*,Peek Civil Engineering, lnc.
SECTION 025IO
WATER SYSTEM
PART I GEI\ERAL
I.OI DESCRIPTION
A. Work lncluded;
l. Excavation, backfill, bedding, and insallation of prpe, valves, fittings, fue hy&ants,
vaults, scwice lincs, curb stops, valve boxes, pressure reducrng valves, meters, and all
Decessary appurtances.
B. Relatcd Work:
I . Site Clearins 021 10
C. Definitions:
I . Trench Excavation: Excavation of all material encountered along Eench other than rock
excavation.
2. Rock Excavation: All solid rock formation which can not be reasonably broken by a backhoe
with % cubic yard bucket with bucket curling force and stick crowd force of 35,000 lbs. Each,
and requiring drilling and blasting. Boulders and large rocks of one cubic yard or larger are
considered rock excavation.
D. Eagle River Water and Sanitation District: All work shall conform to the standard specifications for
water hnes as adopted ia the Eagle River Water and Sanitation Distnct specificanons. Complete
installation must be acceptable to the Eagle Rrver Water and Sanitation District. Eagle River Water and
Sanitation District inspections are required.
I.O2 SUBMITTALS
A. Submit shop drawings or product data showing specific dimensions and construction materials for
i . v"lr., and Valve Boxes2. Fittings
3. Fhe Hy&anu
4. Vaults
5. Sewice Lincs
6. Meters
Test Reports: Submit laboratory gradation tests for gradation for bedding and Eench stabilization
materials, concretc mix design, hydrostatic testing, and disinfection tests
Certificates: Submit copics ofacceptance from Health Deparrnent pnor to placing water system
in servicc.
Permits: Submit copies of all permis issued for project
WATER SYSTEM. O25lO
Peak Civil Engineering, Inc.
i::"'ff,,::1Tff"t#:H;*
Peek Civil Engineering, Inc.
I
I
I
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I
I
B.
D.
I.O3 JOB CONDMONS
Environmental Rcquircments: Except by specific writtcn authorization, cease concreting when
descending air tcmperature in shade and away from artificial heat falls below 35 degrees F and/or
there is frost in subgrade. When concreting is permitted during cold weather, temperanue of mix
shall not be lsss than 60 dcgrees F at time of placing.
PART2 PRODUCTS
2.OI PTPE AND FITTINGS
All ductile iron pipe and fittings shall meer the latest AWWA Spccifications.
Pipe: Ductile Iron Pipe: AWWA Cl5l, working pressure 350 psi, minimum thickness class 52,
with cement-morlar lining, AWWA C104. Bituminous outside coating one mil thrck. Pipe joints,
push-on q?e utilizing rubber ring gasket, AWWA Cl I l.
Fittings: Fittings shall bc ductile iron and in accordance with the r€quiremetrts of AWWA C153,
pressure rating 350 psi. Mechanical joints shall conform to AWWA Cl I L Bolts and nuts shall
low-alloy stcel. All frnings shall bc cement-mortar lined AWWA ClO4. Binrminous outside
coating one mil thick.
2.02 VALVES
The valves shall bc the same size as the rDain.
Gate Valves: Mueller A-2370. Cast iron body with pressure rating 200 psi, bronze-mounred,
AWWA C509. Rcsilient scat gate valve. Valves, flanged or mechanical joint as required. Valves
with ring stcm seal, two inch (2) square operating nut, opqn left. Use gate valves on all pipe stzes
up to twelve inches (12").
Butterlly Valves: Mucller Class 200 B. Conforming to AWA C504. Tight ctosing with rubber
seals fastencd to valve body. Open left. Use buttcrlly valves on all installations larger than 12
inches (12").
Valve Boxes: All buried valves shall bc provided with a six inch (6") cast Lon valve box, screw
type. The valve box shall bc of a dcsign which will not transmit shock or stress to the valve and
will have enough cxteusion capability to be raised to final stect grade. The valve box shall be
cast iron, adjusable screw qpe, with minimum five inch (5") diamerer shaft provided with cover
marked "WATER".
Pressurc Reducing Valvcs: All pressure reducing valves shall be Golden-Anderson cushioned,
single globe, pilot pattero, hydraulically operated with flanged ends. The valve body shall be of
cast iron ASTM-I26 with flanges conforming to the latest ANSI sandards. The valve body shall
be exta heavy constnrction throughout. The valve interior rim shall be bronze B-62 as well as
the main opcration. The valve seals shall bc easily renewable while no diaphragm shall be
permitted within the main valve body. All contols and piping shall be of non-corrosive
construction. All service stubouB are required to have pressure reducing valves located within the
building.
CLA-VAL and Watts pressure reducing valves may be considered as an acccptable altemanve.
WATER SYSTEM - O25IO
Peak Civil Engineering, Inc.
E.
F,
I
I
I
I
t
I
I
I
I
I
I
t
I
I
I
I
I
I
I
Anuers aonoorunrum Aooa
Additions end Renovatiotrs Project
Peek Civil Engineering, Inc.
Air ReleaseA/acuum Valves: APCO series l40C as manufactured by Valve and Primer Corp.
The valve shall have a cast lron body, cover and baffle with a stainless steel float. The seat shall
be fastencd into the valve cover. without distortion, and shall be installed on all main line
ext€nsions at the high points in the system.
Check Valves: Golden-Anderson Silent Check Valve (Figure 280). Bronze mounted, AWWA
C508. High srength cast iron gate with bronze gate ring. Bronze, back-faced seat ring. Solid Y-
shaped hinge.
2,03 FIRE T{YDRANTS
A. Fire Hydrants: Mueller "Centurion" or "Watcrous" conforrning to AWWA Stadard C502.
Working pressure 200 psi. Six inch (6") mechanical joint inlet, minimum 5-l/4" compression-
type main valve which closes with pressure, two 2-l/2" hose nozzle, and one 4-1i2" pump nozzle.
Nozzle threads ANSI 826. Nozzles easily replaced in field with standard tools. Operating and
cap nuts l-1/2" No. l7 National Sandard hex rnain valve opening left. Direction of opentng
indicated be arrow cast on top ofhydrant. Breakable section which permits clean break at or near
ground level, preventing water loss in case of breakage . Working parts removable for
maintenance or repair without excavation. Operating mcchanism non-wetting, oil rescrvoir
lubricated, with O-ring seals. Barrel &ain bronze mounted with at least two outlets, and operate
automatically with main valvc. Fire hydrants must be installed at the end of all main lines.
B. Fire Hydrant Extensions: Same manufacturer as fue hydrant or approved equal, complete with
barrel, opcratrng ro4 and all appurtances.
C. All hydrants shall be installed with a guard valve to isolate hydrant for repair while maintaining
service to main. No service line taps will be allowed between guard valve and hydrant. Guard
valves shall be insralled a maximum of three (3') form 0re ceoter of the fre hydrant.
2.04 SERVICE LINES
A. Copper Tubing: Type "K", ASTM 888-62. Connectrons to be compressed or silver soldered.
B. Corporauon Stops: Mueller 300 Ball Valve No. 8-25008 or b25028, AWWA C800. All brass
construction with compression connection. McDonald No. 4701 BT or 4704 BT, AWWA C800.
C. Curb Stops: Muellcr 300 Ball Curve Valve No. 25209 witb compression connection, AWWA C-
800. Mc Donald Ball Curb Valve - 6100 T AWWA C800.
D. Curb Boxes: Mueller H-10316. 2-1l2" shaft with extension, Tyler l01F with extension or equal.
Shaft extcnsions ovcr nine feet (9') will not be permrned.
E. Saddles: Mueller H-10500 or approved equal. Double flat strap design with ductile iron body
Conform to AWWA C800.
2.0s METERq
A. All meters shall be purchased from the Eagle River Water and Sanitation Distict and shall
conform to the specifications in the Eagle River Water and Sanitation District specificauons.
B. lnsrallation must bc in freeze-proo( accessible area.
WATER SYSTEM. O25lO
Peak Civil Engineering, Inc.
Artlers Condomif maitioo
Additions end Renovetions Project
Peak Civil Engineering Inc.
C. A telcphone jack must be i$talled within flrve feet (5') of the meter to provide for funre
automated rcading.
D. Installation will be in approved vault as specified in the Eagle River Water and Sanitation Disrrct
manual.
E. Master Mercr Vaults: All master meter vaults will be rcquircd to have a six inch (6") Rockwell
turbrne meter with a two inch (2") positive displaccrncnt low flow meter. Thc Conractor shall
submit a piping schcrnatic to thc Eaglc River Water and Saniation Distict and the Engineer pnor
to any rnstallation. Rcfer to thc Eaglc Rivcr Water and Sanitatiou District manual,
2.06 BEDDING
A. Granular matenal - /, " screcned rock. Tbc bedding material shall be frce of conosive propenles
and shall conform to the following gradation limits whcn tested by means of laboratory sieves:
%" Screencd Rock
I
I
I
I
t
I
t
I
I
I
t
t
I
I
I
I
t
I
I
Sieve Size
%"
3/8"
No.4
No. 8
Total Percent Passinq bv Wciqht
100
90-100
40-70
0- l5
0-5
B. Onsite l-l/2" minus well grade screencd material, free from organic materials, chunks ofsoil,
frozen matcrial, debris, or other suitable materials may be considered for bedding. Use of onsite
materials must bc approved by Fngiaeer and the Eaglc River Water and Saniation District.
2.07 TRENCH BACKFILL
Backfill with samc matcrials excavatcd from work limits unless unsuitablc. No boulders over sx
inches (6") in top twelve inches (12") of ucncb- No backfill material with boulders larger than
eighteen inches (18") in diamctcr shall bc backftllcd in the rench.
2,08 POLYETHELENEENCASEMENT
When required, a polyethylenc cncasement material shall be manufacored in accordance with
AWWA C105, with thc following additional requiremene. The raw material used to manufacture
polyethylene film shall be T1rye l, Class A, Grade E-1, in accordance with ASTM D-1248.
2.09 THRUSTBLOCKSANDANCHORS
Concrete thrust blocks and anchors shall be sized for thc internal pipe pressure and soil bearing
capaclty. Standard sizes and shapes of thrust blocks and anchors are shown on the details. No
thrust block shall be stnaller rhan that sizc required for an eight inch (8") main.
Thrust reaction blocking shall bc concrete of a mix not leaner than I part cement to 2 l/2 pans
sand and 5 parts stonc, and having a conpressive strength ofnot lcss than 3000 P.S.l. after 28
days,
Megatug ttrrust resniints may be substituted for concrete thrust blocking provided prior approval
has been givcn by thc Disricr and the Engineer.
WATER SYSTEM. O2STO
Peak Civil Engineering, Inc,
t
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
Antlers Condominium Add
Additions and Renovations PFoject
Perk Civil Engineering, Inc.
PART3 E)GCUTION
3.01 TRENCHING
A, Trench Excavation: Excavate to depths required. Confine excavanon to work
limits.
B. Rock Trench ExcavatioD: Prior to removal, notiff Engineer ofareas requrnng
rock excavation.
C. Trcnch Support: The rench shall be adequately supported and the safery of
workers providcd for by the Bost recent standards adopted by the occupatronal
Safety and Health Adminisration (OSHA) Standards Board. Shceting and
shoring shall be utilized where required to prevent any excessive widening or
sloughing of the trench which may be deeimental to human safety, to the pipe
and appurtances being installed, to the existing utilities, to existing structures, or
to anv other facilitv or item.
3.02 UNSTABLE TRENCH BOTTOM AN'D EXCAVATION IN POOR SOIL
If thc bottorn of the excavation at subgradc is found to bc soft or unstable or to include ashes,
cinders, refuse, vegetable or other organis material, or large pieccs or fragnens of inorganic
material that camot satisfactorily support the pipe or structure, the Contractor shall further
excavate and remove such unsuitable material. Before the pipe or structue is rnstalled, the
subgrade shall bc acceptcd by the Engrncer and the Eagle River Water and Sanitation Departnent.
3.03 BEDDING
lnsall in confonnance with drawiags. Place from minimum of 4" below bottom of pipe to
centerline for entire width. Scc drawings for exact bedding details.
3.04 PIPE INSTALLATION
A. General: Deliver, handle, store, and install in accordance with the pipe
manufacturer's recommendations and the applicable paragraphs of AWWA C600,
AWWA C603, and ASTM D2321.
. Carefully examine all pipe and fittings for cracks and other defects. Groove rn bells
of ductile iron pipe to be full and continuous or be rejected. Remove all foreign
rratter form interior and ends of pipe and appurtances before lowering ul to trench.
Carefully lowcr all pipe, fittings, valves, and hydranu into rench piece by piece to
prevent damage to pipe materials, protective coatings, and linings. Do not dump into- trench. During plp€ laying, place no debns, tools, clothing or other materials in pipe.
Kcep trenches frec from watcr during pipe laying and jointrng. Dewatering of trench
is considered as incidental to constnrction and all costs are considered as included in
contact prices. Wheo pipe laying is not rn progress, close open ends of pipe by
watcrtight plug, or other means approved by Engineer.
WATER SYSTEM - O25IO
Peak Civil Engineering, Inc.
Antlers Condomiof
^OO,,,ooAdditions and Renovrtions Project
Peek Civil Engineering, Inc.
I
I
I
I
I
t
T
t
I
I
I
I
I
t
I
T
I
I
t
l.
4.
B. Deflection of pipe: Pipe deflections are discouraged. Do not exceed 50% olthe
deflection limiS for each typc ofpipe as recommended by pipe manufacturer.
C. Pipe Jointing
General: Cut pipe for inserting valves, fittings, or closure pieces in a neat and
workrnanlike manner with no damagc to pipc or lining. Leave smooth end at
right angles to axis ofpipe.
Mcchanical Joints: Thorougbly clean last 8" of spigot and inside bell to remove
oil, grit, tar, and o&er forcign natter. Coat spigot and gasket with solution
fumishcd by pipe maaufacturer. Slip cast iron gland oo spigot end of pipe with
lip extension of gland toward spigot end. Coat gasket with joint lubricant and
place otr spigot cud ofpipc to be lai4 with thick edge toward gland.
Push entire scction forward to scat spigot in bell of pipe in place. Press gaskct
rnto place within be ll, even arormd entire joint. Move ductile iron gland along
pipe into position for bolting all nuts with suitablc torque wrench. Alternately
tighten nuts 180 degrees apart to produce cqual pressure on all parts ofgland.
Pipe Sizc
J
4"-24"
Bolt Size
5/8"
Range of Torque
45-601 ft-lb
75-90 ft-lb
Push-on Joints: Thorougbly clean extcrior 4" of spigot and inside bell to
rcmove oil, grit, ar, and othcr foreip matter. Placc gasket in bell with large
round sidc of gasket pointing imide prpc bell. Apply thin fi1rn ofjoint lubricant
ovcr gasket's entirc exposcd surface. Wipe spigot end ofpipe clean and insert
into bell to contact gaskct. Force pipe into bell to manufacturer's joinnng mark.
Flanged Joints: ltoro',glrly clean faccs of flanges of all gease, oil, and other
material. Thoroughly clcan rubbcr gaskes and check for proper fit. Assure
proper scating of flangcd gasket. Tigbten bolt so pressure on gasket is uniform.
Usc torquc wrenches o insure uniform bearing. Ifjoints leak when hydrostatic
test is applic4 rcmove and replacc gaskcts and retighten bolts.
D. Thrust Restraint: Concrcte thrust blocks are required.
3.05 SAMTARYSEWERCROSSING
WATER SYSTEM - 02510
Peek Civil Engineering, Inc.
A. Normal Conditions: Whenever possible lay water mains over sanitary sewers to
provide vertical separation ofat lcast 18" between invert of water main and crown of
sewer.
B. Unusual Conditions: If above sepantion cannot be met, use the following.
l. Sewer passing over or less than 18' under water main.
a. Replace sewer pipe with one continuous length of watertight presswe C900
PVC 20' long centered on water main.
b. Scwer pipe encased in 6" concrete around pipe, and extend 10" either side
of main.
T
I
T
I
T
I
I
I
I
I
T
t
t
I
I
I
t
I
T
Antlers Condominium Addif
Additions and Renovations Project
Peak Civil Engineering, Inc.
2. Water marns passing under sewers: If vertical separanon is less than 18",
provide stntctural support for sewer.
3.06 TAPPING PIPE
Use experienced workmen with tools in good repair and proper adapters for size of pipe
being tapped. Drilling and tapping machines proposed for tapping directly into pipe
agreed to by Eugineer. If tap is improperly installed with leakage around threads or, rn
the opinion of the Engineer the conncction is substandard, provide tap saddle at
Contractor's expcnse. If damage to pipe can not be repaied by saddle, install approved
repaired sleeve over damaged portron of main and retap at Contractor's expense.
lnstall corporation stop and couplings, clangcd coupling adapters, and service saddles to
provide clean seat. Wipe gaskes clean before rnstallation. Flexible couphngs and
flanged coupling adapter gaskets may be lubricated for installation on pipe ends. Install
in accordance with manufacturer's recommendations. Tighten bols progressively from
opposite sides until all bolts have uniform fightness. Use torque wrenches or other
approved equipment.
3.07 SERVICE LINE
Place tnre to line and grade in accordance with drawings, from main line to curb stop or
meter, in shonest direct route by continuous section of pipe with no splices. Locate a
minimum of l0' horizontallv from all sewer lines or services. Terminate as shown on
drawings.
3.08 VALVES AND HYDRANTS
Carefully inspect valve and hydrant before rnstallation. Clean interior. OPerate valve and hydrant
to determhe if pans are in proper working order, with valves seating and &ain valve operating
properly. Set plumb and securely brace in place.
Set hydrant with bury line at fnished grade, with hose nozzles parallel to and pumper nozzle
facing pavement, at least 6" behind curb or sidewalk. Provide drarnage pit having 9 sq. fl. of
surface area aod 2 ft. of depth below seep hole. Backfill pit with 1-l/2"washed rock to 6" above
banel drain hole. Providc tbrust blocking at bowl end ofeach hydrant as shown on drawrngs. Do
not obstruct barrel hole. Backfill hydrants and valves with l-1/2" aggregate road base to
subgrade. Valve boxes centered and plumb over the operating nut. Valve boxes supported by
bricks or other means to prevent any shock or stress Fansmitted to pipe or valve. Set valve box
cove$ to just below subgrade level to prevent damage during construction of surfacing, if
applicable. Adjust to grade of surfacing.
3.09 PLUGGING DEAD EN'DS
Install standard plugs or caps at dead ends of all fittings and pipe in accordance with dra*'ings. If
dead end is not to be extended, place water service line as near to end as possible. Provide thrust
blockrng as required.
3.10 VAULTS
Consuuct vaults on line and grade as shown on drawings.
WATER SYSTEM - 02510
Peak Civil Engineering, Inc.
Antlers Condomiof
^ooroooAdditions end Renovetions Project
Peek Civil Engineering, Inc.
3.I I CONCRETE WORK
3.I2 BACKFILL
A.
3.I3 COMPACTION
A,
WATER SYSTEM - 02510
Peak Civil Engineering, Inc.
A. Placemcnt: Place to required depth and width conforming to drawings. Place
cotrcrcte as unifomily as possible in ordcr to m.rnimize the amount of additional
spreading. Place and consolidate with suitablc tools to avoid formations of voids,
honeycomb or pockets. Vibrate and amp against forms.
B. Retcmpering: Do not reternper concrcte or mortar which has partial hardened by
rcmixing with or nrithout addinonal cemcnt, aggrcgate, or water. Provide concrete m
such quantity as is requircd for imrnediate usc.
E, Curing: Protect against loss of moisture, rapid temperaturc change, from rain, and
flowing water for not lcss than wo days from placement of concrete. lmmediately
after finishing covel concrcte with curiag medium which is applicable to local
conditions as approved by Enginccr. Protect exposed edge of concrete slabs by
rcmovirg forms immediatcly to provide these surfaces with continuous curing
treaEneot.
One foot over pipc: Use %" screcned rock for cover matcrial and backfill by
approved mcchanical methods. Cover material shall be clean soil, free from organic
matcrials, frozcn material, chunks ofsoil dcbris or other unsuitable materials. Place
and conpact starting at top of pip€ bedding cxtcnding upwards to I' above top of
pipc. Place in liffs to a density of 90%, ASSHTO T99.
Rcmainder of Trcnch: Backfill with samc materials excavated from work limrts
unlcss unsuitable. No boulders over 6" in diameter in top 12" ofnench. No backfill
nratcrial with boulders largcr than 18" in diamctcr. Carcfully lower boulders larger
than tl" in diamctcr into rench until backfill is 4' over top ofpipe.
I
T
I
T
t
I
I
I
I
I
I
B.
Demonstratc method of compaction. Engineer will test compacted
dcrnonstration scction for uuiform density throughout dcpth of each lift. Alter
construction me6ods until acceptable to Engineer. Continuc samc procedure
until significant changc ia soils occurs, or compactiou is not being achieved,
then dcmonsrate ncw method.
Compaction requirements for all trenches:
l. Predominantly cohesive soils whcre AASHTO T99 procedures are
applicable: Compact top 12 inches of subgrade and each lift ofbackfill
material to a minimum of 95% AASlffO T99., L0Oo/o near roadways
for top 2'oftench.
2. Predominantly rock to 18" in diameter: Place in loose lifts up to
average mck dimension. Placing of occasional boulders of sizes larger
than maximum laycr thickness may be approved by Engineer, provided
material is carefully placed and large stones are well distributed with
voids completcly filled with smaller stones, earth, sand, or gravel'
I
I
T
t
t
I
I
T
I
t
I
T
I
I
I
I
I
I
I
I
I
I
t
T
T
I
I
Antlers Condominium lAaif
Additions and Renovrtions Project
Peek Civil Engineering, Inc.
3.14 PAVEMENT REMOVAL AND REPLACEMENT
All steet cuts must conform to Eagle County specifications.
3.I5 FIELD OUALITY CONTROL
A. Noti$ Engineer at least 24 hours in advance of pipe being laid ur any trench. Cover
no pipes until obsewcd by Engrneer and/or Eagle County Water and Sanitadon
District represeutative. Notify Engineer at least 48 hours before prpe is to be tested'
B. Hydrosatic Tcsting
l. General: Perform pressurc and leakage tests on all newly laid pipes. Test two
or more valved sections not to exceed 1000 fcet. Test first section of pipe laid to
verifi if watertight. Lay no additional pipe until fust test sechon has passed
tests. Fumish following equipment and materials for tests, unless otherwise
directed by Engineer:
2 graduated containers
2 pressure gauges
I suiable hose and suction pipe as required
2. Testing Procedure: Test each 1000 fect of line installcd while tench is partially
backfillcd and joints are left exposed for examination for leaks. Do not conduct
prcssue tcsts until 48 hours after placement of concrete thrust blocks. After
prpc has bcen partially backfilled, slowly let water into line. Vent to allow air in
tine to be released. Flush line as necessary for cleaning. Leave water in line for
24 hours prior to pressure test. Test at l-1/2 times working pressure, calcuiated
for low point of tcst section, or 150 psi, whichever is greater. Valve offpump
and hold pressure in line for test. Test for two hours or as agreed to by
Engineer. At end of test operate putrp until test pressure is again attained.
Calibratc containcr of water for pump suction to determure amount of water to
replacc leakage.
3. Leakage Allowance: Lcakage is quantity of water necessary to refill line at end
of test period. No installatron will be accepted unul leakage is less than:
ALLOWABLE LEAKAGE PER 1000' oF PIPE (in GPH)
Avg. Test
Pressure (gsi)
200
175
150
r25
100
0.@ 0.85
0.59 0.80
0.55 0;14
0.50 0.67
0.45 0.60
1.06 1.28 l.9l
0.99 l.l9 t.79
0.92 l.l0 1.66
0.84 1.01 1.51
0.75 0.90 1.35
Nominal Pipe Diameter (inches)
6E10!2 l8
For pipe with l8' nominal lengths. To obtain allowable leakage for pipe with 20'
nominal lengths, multipty the leakage values in the table by 0.9. If pipeline under test
contains sections of various diameters, allowable leakage will be the sum of cornputed
leakage for each size. Reducc allowable leakage proportionately for sections less than
1000 ft.
WA,TER SYSTEM - 02510
Peak Civil Engineering, Inc.
Antlers Condomiof
^oo,oooAdditions rnd Renovrtions Project
Peek Civil Engineerin& Inc.
3.I6 FLUSHING AND DISINFECTING
Pipc
Diamctcr (inchcs)
WATER SYSTEM - ()25IO
Peak Civil Engineering, Inc.
A. General: In accordance with AWWA C601. Accepable chlorine disinfcctants are calcium
. hypochlorirc granules, sodium hypochloritc solutions, and calcium hypochloritc tablcts.
B. Chlorine watcr solution mcthod:
Chlorinc Rcquired to Produce 25 mg/l Concenration in
100 fect of Pipe (by diametcr)
Pipc 100 % lo/o
Diamctq (inch) Chlorinc (lb) Chlorine Solution (eal)
I
I
T
I
I
I
t
T
T
I
I
I
I
I
T
I
I
t
t
4
6
8
l0
t2
l6
0.013
0.030
0.054
0.085
0.120
0.217
0. r6
0.36
0.65
r.02
1.44
2.60
Induce chlorine solution into pipc at a continuous feed rate to attain a concenration of 25
mgA frce chlorinc.
Tablet Method: May not bc used on solvcnt wclded plastic pipe. May be used only when all
foreign rnaterials have been kcpt out of pipc. If groundwatcr has entcrcd pipe during
installation and tablets have been installed, flush main and use chlorine-water solution
method. Do not use if tempcrature is below 5 dcgrees C. Place tablets with non-toxic
adhesive il cach pipc lengtb in op of pipc in accordancc with following table:
Number of 5-g Hlpochlorite Tables
Required for Dose of 25 mg/F
Length of Pipc Section (ft.)13 rg 4. 30 49
4
6
8
l0
t2
l6
2
3
4
llll
ll22
2234
2245
44676710 13
+Bascd on 3.25 g available chlorine per tablet, any portion oftablet rounded to next
higher numbcr.
l0
T
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
AnUers Conoomrntum AodtO
Additions rnd Renovetions P6ject
Peak Civil Engineering, Inc.
D. Chlorination Test: Assure valves are closed on exiting system to prevent chlonne solution
flowing into existing system. Retain 25 mgll chlorinated water in pipe for a mrnimum of 24
hours. During retcntion period operate all new valves and hydrants to disinfect. At end of 24
hour pcriod, chlorine in system to be no less than l0 mgA tbroughout length tested. When
scction tested meets l0 mgn cilorine after 24 hours, flush main. Water samples aken shall
show no coliform organisms. If watcr in pipe does not meet the govemrng health agency
requirements, repeat disirfection procedure at Contsactor's expense, until requirements are
mct. Flrmisb acccptance forms fiom governing agency to Engineer.
3.17 CLEANUPANDRESTORATION
Restore all pavcmcnts, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns, and other
structures or surfaces to condition equal to or better than before work began, and to satisfaction of
Engincer and Owuer. Deposit all waste rnatcrial to desiglated waste areas. Complete topsoil and
reseeding of disturbed areas if required. Where disposal site is not designated, remove and
dispose of all waste off site.
END OF SECTION ()25IO
WATER SYSTEM - O25IO
Peak Civil Engineering, Inc.
ll
I s'crroN 02s11
I coNcRETE PAVTNGI
PART 1 - GENERAL
t woRK TNCLUDEDConcrete paving for curb cuts, stairs, terraces, topping,
r pedestrian walks, curb and gutter, garage slabs and ramps as
I indicated on the drawings.
RELATED WORK
I Section 02220 - Excavating, Backfilling and Compacting
t Section 02500 - Paving and Surfacing
Sectlon 03300 - Cast-In-PLace Concrete
I TESTINGr An independent testlng laboratory sha11 be retained by the
Contractor to perform tests and distribute results. See Section
I 03300 - Cast-In-Place concrete for more informatlon.I
SUBMITTALS
I Submj-t mix designs for approval.
I Submit color samples
FTNTSHES
I Concrete finishes including 'broomed finishes", and/or "groovedr surface", etc. as approved by Owner for "non slip" paving surface
at auto ramps and sloping wa1ks. Provide "Tactife" detectable
t warning raised strips in finished concrete at ramps to parking
I and driveway per ANSI A 117.1 and/or ADA.
I PART2-PRODUCTS
II APPRoVED MANuFACTURERS
I cURING AND SEALING coMPoUNDI Curing and sealing compound shall be white liquid membrane
applied at the rate of 1ga11on per 150 square feet.
I L&MSuperSeal 35
I Sonneborn Deepguard
MATERlALS
II Portland Cement: ASTM C 150, Type II
See SECTION 03300 for concrete strength requirements
I CoLor Additive: At concrete wal-ks stairs at east entry and curb &
I gutter and ramps at parking/drive court allow minimum 20 1bs/yard
color as selected bv Architect.
I
I ANTLERS CONDOMINIUMS ADoITION/RENOVATION 02511 .1
TOWN OF VAIL, EAGLE COUNTY, COLORADO
t
I
REINFORCING
tfelded Wire Fabric (WwF): ASTM A 285 (6 x 6 w1 -4 C t{1.4) minimum
for exterior sIabs. See SECTION 03300 - CONCRETE for additional
informati-on.
MISCELLANEOUS
Expansion Joint Filler: Provide premolded joint filler for joints
abutting building structure, curbs, etc.
PART 3 - EXECUTION
lap welded wire fabric one fuII mesh in each dj.rection. Offset
lafs in adjacent coursee of fabric. Set welded wire fabric 2n
below finished slab surfaces.
Install expansion joints as identified on the drawi"ngs and at
building aira column foundation edges. Score terrace and picnic
patio slabs as indicated.
SITE CONCRETE FINISHING
Screed surfaces !o approximate true lines. Steel trowel concrete
before brooming. UatCh adjacent existing concrete finish as close
as possible where apPropriate. InstaII 'non sIip" surface ?!r.*ps according to Aba and ANSI A117.1 reguirements. Install
grobved surface- at auto ramps of garage and garage entry drive.
CONTROL JOINTS
. Tool control joints shall be 1n (minimum) deep and 20'-0'
(maximurn) on center unless otherwise indicated or to match
existing pattern and/or coordj.nate with colunn bays, etc. as
directed by Architect.
Retool all joints after brooming.
slab edges shall be tooled to a smootb t/2" (minlmum) radius.
CURING AND SEALING COMPOUNDS
Apply Curing and sealing compound unifornly to all new concrete
silU3 and witks, where the concrete is designated to be exposed
to view and wear in the finished construction. Apply curing and
Sealing compound as soon as surface ltater has disappeared.
FINTSHESunless otherwise noted, exposed concrete walks shafl be fu11
floated, steel troweled, and broomed to medium texture. Brooming
shall be at 90 degrees to the dlrectj.on of traffic. The Architect
or appropriate toin inspector shall apptove. the dePth (roughness)
of Ufooniinq. Concrete walks to be covered by precast concrete
pavers shall be ful1 floated to profile necessary for slope to
lrain criterib (1/4" Per 1' min.)
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
I
I
l.
Il
I
I
I
I
I
I
t
t
I
I
I
I
I
I
I
02511 -2
I
TOLERANCES
I Speclficatj.on Section 03300 - Cast-In-Place concrete tolprances
I apply to work j-n this section.
SLAB THICKNESS
Curb cut apron slabs shalL be in conformance with Town of VailTraffic Engineering requirements of minimum 5' thick concrete.All other concrete walks shall be 4' thi-ck. New concrete entranceramps shall be 5" minlmum thickness with rise as shown on plans.AII exterior concrete service drives shall be 5" thick concrete.Parking garage slab on grade shal.l be 5" thick.
ENTRY WALKS/SLABS
New finish waLks/balconies shall be constructed to within I/2" offloor slab elevation at entrance,/exit doors and patio doors.Detai-l slab condition at doors shafl conform with UBC Section3304 i for access for persons with disabilities i.e. "not morethan 7/2" Iower than threshold of the doorway" and "exteriorlandings may have a slope not to exceed L/2" per foot".
END OF SECTION 02511
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
t
t
I
I
I
I
I
t
I
I
I
I
I
t
I
I
02511 -3
t
I
I
I
T
I
I
I
I
I
I
I
I
t
t
I
I
I
I
Anuers aooooouilum AddO
Additions aDd Renovrtions Project
t."u a,*t "otto...tor,to.. ,aarron orrro
SANITARY SEWER SYSTEM
PART I GEI{ERAL
r.or oedcnrp'nou
A. Work Included: Excavation, bacKill, bedding, and installation of pipe, manholes, sewice
wyes, service lines, force mains and all necessary appurtenances.
B. Related Work:
l. Clcaring: Section 02110
2. Topsoil: Section 02489
C. Definitions:
l. Trench Excavation: Excavation ofall materiai encountered along trench other
than rock excavation.
2. Rock Excavation: All solid rock formations which cannot be reasonably broken
by a backhoe with % cubic yard bucket curling force and stick crowd force of
35,000 lbs. eac\ and requinng drilling and blasting. Boulders, large rocks, and
chunks of concrete three cubic yards or larger, considered rock excavation.
D. Eagle fuver Water and Sanitation District Specification: All work shall conform to the
standard specifications for sewer lines as approved by the Eagle River Water and
Sanitation District specification. Complete installation must be acceptable to the Eagle
River Water and Sanitation District. Eagle River Water and Sanitation Disrict
inspections required.
I.O2 SIJBMITTALS
A. Submrt shop &awings or product data showing specific dimensions and construction
matcrials for pipe, fittings, and manholes; or certifications that products conform with
spccifications.
B. Test Reports: Submit laboratory gradation tests for bedding and trench stabilization
matenals, concrete mix design, and compression test.
C. Permits: Submit copies of all permis issued for project.
I.O3 JOB CONDITIONS
Environmental Requirements: Except by specific written authorizahon, cease concreting when
descending air tempcranue in shade away from artificial heat falls belo*'35 degrees F. and there
is frost in subgrade. When concreting is permitted during cold weather, temperature of mix shall
not be les.s than 60 degrees F. at time of placing.
SANITARY SEWER - 02530
Peak Civil Engineering, Inc.
Antlers Condomifnoon,oo
Additions and Renovations Project
Peak Civil Engineering, Inc.
PART2 PRODUCTS
2,OI PIPE AND FITTINGS
A. Polyvinyl Cbloride (PVC): 4"-15", ASTM D3034, Type PSM, SDR 35; l8'-27', ASTM
F679. Push-on joints and molded rubber gaskets. Maximum pipe length l3'.
B. Ductilc Iron: AWWA Cl5l, Class 52. Push-on joints. Cement-mortar lined AW1VA
c104.
C. Yelomine: Restraincd joint PVC pressure pipe and fittings. Conform to ASTM D2241
'Standard Spccifications for PVC, pressure rated pipc (SDR Series)."
D. Polyvinyl Chloridc Pipe and Couplings: AWWA C900, working pressue 200 psi, with
push-on joints ASTM DI869.
2.02 MANHOLES
A. Manhole bascs: Precast concrete ASTM C478
B. Manhole Sections: ASTM C478. Precast concrete with minimum wall thickness l/12 of
intcmal diamcter. Cones eccentric.
C. Manhole Rings and Covers: Cast iron, ASTM A48. Ring and cover combined weight
greater thaa 255 lbs., machined to fit secure ly. Non-rocking cover, Hot drppcd rn
asphalt. HS20 traffrc loading. D&L A-1043 or equal.
D. N[rnh6lg Steps: Two non-skid grooves in surface of step and capable of carrying load of
1000 lbs 6' from facc of manhole.
E. Manholc Joint Sealanc Rubbcrneck. One inch (1") on 48" diameter manholes. l-l/2"
on all larger numbers.
2.03 BEDDING
A. Granular matcrial - %" screened rock. The bcdding matcrial shall be free of corrosrve
propcrties and shall conform to the following gra.dation limits when tested by means of
laboratory sieves:
%" Scrcened Rock
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
t
Sieve Sizc
t/;,
72
3/8"
No.4
No.8
SANITARY SEWER. O253O
Peak Civil Engineering, Inc.
Total Percent
Passing by Weight
t00
90- 100
40-70
0-15
0-5
B. On-site 1-l/2" minus well-gradcd screened material, free from organic materials, chunks
of soil, frozcn material, debris, or other unsuitable materials. Use of on-site bedding
material must have prior written approval of dre Eagle River Water and Sanitation
Distict.
I
I
I
I
t
I
I
I
I
I
I
I
t
t
t
I
I
t
I
Anrrers aonoomrnlum Adda
Additions end Renovrtions Pioject
Peek Civil Engineering, Inc.
2.M CONCRETEMATERIAL
A. General: All materials fumished from sources approved by Engincer.
B. Ccmcnt ASTM Cl50 for Portland Cement, Type tr. Cernent which has become
partially set or contain lumps, caked cement and have been exposed to rnclement weather
shall be rcjected.
C. Aggcgate: ASTM C33.
D. Watcr: Water uscd ia mixing or curing concrete shall be clean and ftee ftom oils, acids,
salt, alkali, or org.nic mater"ials harmful to concrete.
2.05 CONCRETE MIX
A. Design Mix:
L Proportions:
Cement 5-1/2 sacks per cubic yard
Coarse aggregate 43%
Water 5.5 Gallons per sack
Maximum size aggre$ te t/."
2. Slunp: 4" rnaxinum
3. Saength: Minimum 3,000 psi at 28 days
4. Air Content: 5%-7%
B. Job Mixed CoDcrete: Mixed in drum mrxer conformrng to Concrete Paving Mixer
Standards of Mixet Manufacturers Bureau of Associated General Contractors of
Amcrica. Mixer shall be capable of combining aggregates, cement, and water into
thoroughly mixcd and rmiform mass. Discharge entire contents of drum before
recharging. Continue mixing of each batch for not less l0 minutes after all rnaterials are
indrurl
C. Ready Mixed Cotrcrete: Proportione4 mixe4 atrd hansported in accordance with ASTM
C94. Any concrete no plastic and workable when it reaches project shall be rqected.
2.06 TRACER WIRE
Tracer wire shall be ten (10) gauge r:ninsulated copper wire. Tracer wue shall be lnstalled on all
Yelominc pipe where changes in alignmcnt may take place and/or where curviltnear pipe
installations occur.
SAI\ITARY SEWER - 02530
Peak Civil Engineering, Inc.
Antters Condomif
^oo,,,ooAdditions and Renovations Project
Peek Civil Engineering, Inc.
PART3 EXECUTION
3.OI TRENCHING
A. Trench Excavation: Excavate to depths required. Confine excavation to work limrts.
B. Rock Excavation: Prior to rcmoval, noti$ Engineer of areas requiring rock cxcavation.
C. Blasting: ln gencral blasting will bc allowed in ordcr to expedite the work if a perrnit by
the local authority having jurisdiction is grantcd. All explosives and appurtenances shall
be aansporte{ handlc4 storcd and used in accordance with the laws of the local, state,
and fedcral govcmments, as applicable.
All blasting shall bc contolled as not to injurc any cxisting smrctrue or facility. The
protection of life and property and all liability for blasting shall be placed solely on the
pcrson or penions conducting the blasting operation. The hours ofblasting shall be in
accordance with the pemit of thc local authority. Prior o blasting , provide minrmum 24
hour notification to Engineer.
D. Trencb Support: Thc trench shall be adequately supported and the safety of workers
provided for as requred by the most recent standards adoptcd by the Occupational Safety
and Health Admiaistatiotr (OSHA) Standards Board. Sheeting and shoring of shall be
utilizcd wherc required to prevent any exccsrive widening or sloughing of the trench,
which may be dctrimcntal to human safety, to thc prpe and appurtenances berng installed,
to exrsting utilities, to existiag stuctues, or to any existing facility or item.
3.02 IJNSTABLE TRENCH BOTTOM AND EXCAVATION IN POOR SOIL
If the bottom of the excavation at subgradc is found to be soft or unstable or to include ashes,
crnders, refuse, vegetable or other organic rnaterial, or large pieces of fragments of rnorganrc
tnaterial rhet catEot satisfactorily support thc pipe or structure, then the Contractor shall further
excavate and rcmovc such uDsuitablc matcrial. Bcfore the pipe or structure is installed, the
subgrade shall bc acceptcd by the Eaglc Rivs Watq and Saniation Disrict.
3.03 BEDDING
Install in conformancc with drawings. Placc from minimum of 4" bclow bonom of pipe to
centerlinc for cntire width of rench.
3.04 UNDER.DRAIN
A. Watcr secping from tench banks, but not flowing in trench bottom: Install gravel
underdrain in accordancc with drawings.
B. Water flowing in trench bottom: Install underdrain pipe in addition to gravel where water
volume will frll a 4" pipe % full. Cleanouts at each manhole in conformance with
drawings.
C. Daylight all undcrdrains as shown on drawrngs as directed by Engineer.
SA-F{ITARY SEWER - 02530
Peak Civil Engineering, Inc.
I
I
I
I
t
I
I
t
I
I
t
I
I
I
I
I
I
I
I
surface will be
six - wo inch
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
T
Antlers Condominium Add(-.
Additions and Renovations Foject
Peak Civil Engineering, Inc.
3.05 PIPE INSTALLATION
A. Constuct pipe accurately to line and gtade shown on drawrngs. Pipe insullatron may be
larrped daily by Engineer or Distict. Remove and replace pipe not conforming to line
and grade at contractor's expense.
B. Install to manufacturer's recommcndations, continuously upgrade. Bell ends face
upgradc. Prior to making jornts, clean and dry all surfaces. Use lubricants tn
conformance with manufacturer's recommendations for insertron of pipe in joint. Set
pipe in position and check line and grade. Keep dirt from entering all exposed pipe ends.
Joints watertight.
C. Wyes and Risers for Servicc Connections: Angle upward so l/8 bend connccted to fitting
will makc sewice line invert equal to inside crown of sewer marn and crown of sewer.
3.06 WATER LINE CROSSING
A. Normal Conditions: Whenever possible, lay water mains over samtary sewers to provide
vertical separation of at least l8' bctween invert of water main and crown of sewer.
B. Unusual Conditions: Ifabove separation caDnot be met, use the following:
l. Sewer passing over or less than 18" under water matn:
a. One continuous length of watertrght pressure pipe C900 PVC 20 feet
long centered on water matn. Jornts between different pipes encased in concrete
6" thick and extending 6" eilher side ofjoint; or
b. Sewer pipe encased in 6" concrete around pipe, and extend l0' either
side of water main.
2. Water mains passing under sewers: Ifvertical separation less than 18", provide
structural support for sewer.
3.07 MANHOLECONSTRUCTION
A. Manholc: Construct in accordance with drawings. Extend concrete manhole base at least
8" below pipe banel. Slope floor of manholc from centerline of pipe to maximum 2"
above top of pipe at face of manhole. Shape invert after manhole is set. Construct side
branches with as large radius of curvature as possible to connect to main invert. Invens
shall be smooth and clean with no obstruction , allowing rnsertion of expandable plug tn
pipc. Place complete and continuous roll of joint sealant on base ring in sufficrent
quantity, so there will be no spaces allowing infiltration. Join each succeeding manhole
section in srmtlar manner. Trim away all excess material and repair all lifting holes.
Tum eccentric cone and steps away from roadway ditch.
B. Manhole Ring and Cover: lnstall at grade of frnished surface. Where
completed aftsv rnanh6lg construction, set top of cone so maximum of
thick reinforced concrete rings will adjust ring and cover to fural grade.
SANITARY SEWER- 02530
Peak Civil Engineering, Inc.
Antlers Condomif noo,rroo
Additions end Renovations Project
Peak Civil Engineering, Inc.
3.08 CONNECTION TO EXISTING MANHOLE
Make connections to existing manholes, where no pipc is stubbed out, in similar manner as new
rnanholc. Break small openiag in existing manhole as necessary to insert new pipe and attarn
watertight seal. Chip exislmg concrete bench insidc manhole to provide enough thickaess for
mortar bed to make new smooth continuous invert. Place expatrdable waterstop around portion of
sewer pipe inscrted into existing manhole. Use expandable grout to completely f,ill hole in
manhole to crcatc watertight rcpair
3.09 SANITARY SEWER SERVICE LINES
Placc truc to linc and grade in accordance with drawings, from main line to house scrvice, rn
shortest direct routc. Locatclo' from all water lines. Tenninate 5' from lowest comer of lot or as
shown on drawings. Wherc wycs have oot been installed rn main scwcr, tap by machrne drilling
hole in main, sizcd to 6t saddlc for sewicc line. Each wye or drilled tap and saddle shall be
rnspected prior to backfilling. Service linc minimum gradc of '/i' per foot. If service lhe is to be
stopped at Foperty line, place 6-foot steel fence post at end, extenditrg 2' above finished ground.
Place watertight plug in end ofservice line.
3,IO CONCRETE WORK
A. Placemcnt: Placc to rcquired dcptb and widtb conforming to drawings. Place concrete as
uniformly as possible to minimize amount of additional spreading. Place and consolidate
with suitable tools to avoid formations of voids, honcycomb, or pockets. Well vibrated
atrd tamp€d against forms.
B. Retempering: Do Dot rctemper concrete or mortar which has partially hardened by
remixing with or without additional cement, aggregate, or water. Frovide concrete tn
such quantity as is required for immediate use.
C, Curing: Protect agai$t loss of moisture, rapid lemperature change, rain' or flowing
watcr, for not lcss than two days from placcmcnt of concretc. Immediatcly after
frnishing, cover concrctc surfacc with curing medium which is applicable to local
conditions as approvcd by Enginccr. Frotect exposed edge of concrete slabs by removing
forms immcdiately to providc these surfaces with continuous curing treatnent.
3,I I BACKFILL
A. one Foot over Pipe: use %" road base for covcr material and backfrll by approved
mechanical mcthods. Cover matcrial shall bc clean, free from organic matenals, chunks
of soil, frozea material, debris or other unsuitable materials. Place and compact stanlng
at top of pipe bedding extetrditg upwards ro I' above top of pipe. Place in lifts to a
density of90% AASHTO T99, at a point 6" above top of pipe'
B. Rernainder of Trench: Backfrll with same materials excavated from work limits unless
unsuitable. No boulden over 6" tn diameter rn top 12" of tench. No backfill material
with boulders larger than 18" in diameter. Carefully lower boulders larget than 12" in
diameter into rench until backfill is 4' over top ofpipe.
SANITARY SEWER - 02530
Peak Civil Engineering' Inc.
I
I
I
t
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
t
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
t
Antlers Condominiurn lOOf
Additions end Renovations Project
Peek Civil Engineering, Inc.
3.12 COMPACTION
A. Dcmonstrate method of compaction. Engineer will test compacted demonstratron sectron
for uniform density throughout depth of each lift. Altcr construction methods until
providing one acceptable to Engineer. Continue same procedure until significant change
in soils occurs, or required compaction is not berng achieved, then demoostate new
method.
B. Compaction requirements for all trcnches:
l. Predomrnately of cohesive soils where AASHTO T99 procues are applicable:
Compact unifomrly throughout each lift to 95% AASHTO T99.
2. kedominatcly of rock 18" in diamctcr: Place rn loose lifu up to average rock
dimension. Placing of occasional boulders of sizcs larger than maximum layer
thickness may be agreed to by Engineer, provided material is carefully placed
and large stones well distributed with voids completely filled with smallest
stones, earth, sand or gravel. Level and smooth each layer to disribute soils
and finer fragments of earth. Wet each loose layer as necessary to faciliute
compaction prior to placing additional lifts.
3. Trcnchcs outside paved areas: Compact to 90% AASHTO T99.
3.I3 PAVEMENTREMOVALANDREPLACEMENT
Score existing surface with cutting wheel to create clean break line. Remove and dispose of
exrsting surface and aggregate base course. Leave 6" of undisturbed subgade lip on cach side of
trench. After trench has bcen backfilled and properly compacted, place aggregate base course tn
accordance with permit requirements or minimum thickness in these specifications. Compact
aggregate base course to 95% AASHTO T180. Replace pavement in accordance with permrt
requtremenb or minimum thickness in these specifications. Compact asphalt to 95% ASTM
D1559; consolidatc with vibrators. Saeet cuts must confomr to Eagle County and Town of Vail
specifications.
3.13 FIELD OUALITY CONTROL
A. Notifr Engineer at least 24 hours in advance ofpipe being laid in any trcnch. Covet no
pipes until observed by Engineer. Noti$ Enginecr at least 48 hours before pipe is to be
tested.
B. Testrng:
l. Gcneral: Conduct ffileation or exfiltration test for each section between
manholcs. Test frst section of pipe laid to veriry if watertight. Testrng may be
required dunng course of work where infileation aPpears to be greater than
maximum allowable, or quality of work is questionable. No sewer line will be
accepted where water tightness tests show leakage exceeding 200 gallons per
inch diameter per mile per day. Flush and clean sewer line prior to testtng,
. wetting pipe, and cleaning our debris. Plug all pipe outlets to test Pressure.
2. lnfiltation Test In high ground watcr table installation only. Plug upper
manhole to deternine leakage in section of line between consecutive manholes.
Rccord quantity of water collected in time period to calculate infilration rate.
SA}{ITARY SEWER - 02530
Peak Civil Engineering, Inc.
Anrers L oooonuof
^ooroooAdditions and ReDovrtions Project
Peak Civil Engineering, Inc.
I
I
I
I
T
I
I
I
t
I
t
II
I
I
I
T
I
I
I
3. Exfrluation test: Test cach section of pipe between consecutive manholes to
determine test duation for scction by cornputation from Air Test Tables.
Pressurc-bolding time is based on an average holding pressure of sewer line is
raiscd to approximately 4.0 psi gaugc. After intcmal pressure of approxirnately
4.0 psi is obained, allow time for air pressure to stabilize. Pressure will
normally show some drop until temperahtre of ar in test section subilizes.
When pressure has stabilizcd and is at or above staning pressure of 3.5 psi
gauge, cotnmcncc test. Bcfore sarting test, prcssuc may be allowed to drop ro
3.5 pi. Rccord &op in prcssure for test pcnod. If pressure has dropped more
tba" 1.0 psi gauge during tcst linc has failed. Tcst may be discontinued when
prescribed test time has bcen completed even though 1.0 psi drop has not
occurred. ASTM C828 "Low Pressurc Air Test for Sanitarv Sewcrs."
Pipc Sizc
(inchcs)
4
6
8
l0
12
1<
l8
2l
24
3.I5 CLEANI.JP AND RESTORATION
Time
(minutes)
2-t/2
4
5
6-t/2
7-U2
9-l12
r2
l4
t5-1/2
Restore all pavemcnts, curbs, gutters, utilities, fenccs, irrigation ditches, yards, lawns, and other
strucnues or surfaccs to condition cqual to or better than befiore work began, and to satisfaction of
Enginecr. Deposit all waste materials il dcsignated waste areas. Grade and shape disposal site.
Completc topsoil and rcsceding of site if required. Where disposal sites are not designated,
remove and disposc of all wastc matcrisls offsite.
3.16 POST.TELEVISING OF COMPLETED SECTIONS
The Contractor will provide thc Eaglc Rivct Water & Sanitation District a color video showing the
completed work including the condition of the restored service connections prior to requesttng
payment. Telcvision inspcction, tapcs and reports shall be in accordance with relevant item.
Upon completion of the installation work and testing, the Contractor shall restorc/clear the project
area affected by his operations pcr the provision of thc relevant item.
END OF SECTION 02530
SAIYITARY SEWER - 02530
Peak Civil Engineering, Inc.
t
I
I
I
I
I
T
t
I
t
I
I
I
I
T
I
t
T
I
illffi ":""'"Tffi
'J#,ili:t*,
Peek Civil Engineering, Inc.
PART1 GENERAL
I,OI DESCRIPTION
A. Work lncluded: Excavation, rock excavation, blasting, rock disposal, dewatenng,
backfill, bcdding, compaction, rnstallation of conduits, vaults, pads and all necessary
appurtcnances and coordination with the telephone, cable television, electic companres.
B. Related Work:
l. Site Clearine: Scction 02 I l0
C. Defmitions:
l. Trench Excavation: Excavation of all material encountered along trench other
than rock excavation.
2. Rock Excavation: All solid rock formations which cannot be reasonably broken
by a backhoe with % cubic yard bucket curhng force and strck crowd force
35,000 lbs cach, and requiring drilling and blasting. Boulders and large rocks
one cubic yard or larger, are co$idercd rock excavation.
D. Utility Company Specifications: All work shall conform to the standard specificatrons of
the telephone company, the cable television company, and the electric company.
1.02 SUBMITTALS
A. Submit shop drawings or product data showing specific dimensions and construction
naterials for prpe, finings, and vauls; or certifications that products conform with
specifications.
B. Test Reports: Submit laboratory gradation lgsts fq1 bedding and trench stabihzation
rnaterials, concrete mix desip, and compression test.
C. Permits: Submit copies of all permis issued for project.
1.03 JOB CONDITIONS
Environmental requirements: Except by specific written authorization, cease concreting when
descending air tempcrature in shade and away ftom artificial heat, falls below 35 degrees F, and
there is ftost in subgrade. When concreting is permitted during cold weather, temperature of mrx
shall not be less than 60 degrees F at time of placing.
PART2 PRODUCTS
2.OI PIPE AND FITTINGS
A. Polyvinyl chloride (Pvc): 2"-8", schedule 40 PVC. Conduit for electnc lines must be
supplied by Holy Cross Energy.
Telephone, Cable Television, and f,lectric Systems - 02570
Peak Civil Engineering, Inc.
Antlers Condomiollnoon,oo
Additions rnd Renovations Project
Perk Civil Engineering, lnc.
2.02 VAULTS
All electical switchgear, transformer, splice vaults, pads, and bascs to be supplied by Holy Cross
Energy.
2.03 BEDDING
A. Granular rrarcrial - %" scrcsncd rock.
B. On-site l-1i2" minus wcll gra&d screened maErial, frce from organic materials, chunks
of soil, frozcn material, dcbris, or other suitablc matcrials. Usc of on-sitc bedding
rnatcrial must havc prior writtcn approval of thc utility company and Engineer.
2.04 CONCRETE MATERIAL
A. General: All matcnals fumishcd from sourccs agreed to by the District.
B. Cement: ASTM C-150 for Portland Cemcnt, Tlpc tr. Cement which has become
partially sct or conains hrmps of cakcd cement shall be rcjccrcd
C. Aggrcgate: ASTMC33.
D. Watcr: Watcr uscd in mixing or curing concretc shall bc clcan and frec from oil, acids,
salt, alkali, or organic mrtcrials hamtfiil to concrctc.
2.05 CONCRETE MIX
A. Desigp Mix
l. Proportions:
Cement 5-ll2 sacks pcr cubic yard
Coarsc aggregate - 43%
Water - 5.5 gallons pcr sack
Maximum size aggIegztc - t/."
2. Slump: 4" maximum
3. Sftngih: Minimum3,000psiat28days
4. Air Content: 5-7%
Telephone, Cable Television, end Electric Systems - 02570
Peak Civil Engineering, Inc.
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
I
I
T
I
t
I
I
I
t
I
I
T
il:',"fi ":""xTr"T"""T,fi i:tn",
Peak Civil Engineering, Inc.
B. Job-Mixed Concrete
Mixed in drum mixer conforming to Concrete Paving Mixer Standards of Mixer
Manufacturers Bureau of Associated General Contractors of Amenca. Mixer shall be
capable of combining aggegates, cemetr! and water into thoroughly mixed and uniform
mass. Dischargc entire contents of drum before recharging. Contrnue mixing of each
batch for not less rhan l0 minutes after all materials are in drum.
C. Ready Mixed Concrete
Proportiond mixed and transported in accordance with ASTM C94. Any concrete not
plastic and workable when it reaches project shall be rejected.
PART3 EXECUTION
3.01 TRENCHING
A. Trench Excavation: Excavate to depths required. Confine excavatron to work limits.
B. Rock Excavation: Pnor to removal, notiff Engineer of areas requinng rock excavation.
C. Blasting: [n general, blasting wilt be allowed in order to expedite the work if a permit by
the local authority having jurisdiction is granted. All explosives and appuertances shall
be ransported, handled, stored, and used in accordance wrth the laws ofthe locai, state
and federal govemments, as applicable.
All blasting shall be controlled so as not to injure any existing structure or facility. The
protection of life and property and all liability for blasting shall be placed solely on the
person or persons conducting the blasting operation. The hours of blasting shall be
placed solely on the person or persons conducting the blasting operation. The hours of
blasting shall be in accordance with the permit of the local authonty. Prior to blasting,
provide minimum 24 hour notification to Owner, Engineer, and Fire Departrnent.
D. Treuch Support: The trench shall be adequately supported and the safety of workers
provided for as required by the most recent standards adopted by the Occupauonal Safery
and Health Administation Standards Board. Sheeting and shoring shall be utilized
where required to prevent,rny excessive widening or sloughing of the tench, which may
be detrimental to human safety, to the pipe and appurtenanes berng installed, to existtng
utilities, to existing structures, or to any other existing facility or item.
3.02 UNSTABLE TRENCH BOTTOM AND EXCAVATION IN POOR SOIL
If the bottom of the excavation at sub$ade is found to be soft or unstable or to rnclude ashes,
cindcrs, refuse, vegetable or other organic material, or large pieces or fragments of inorganic
rnaterial tbat cannot satisfactorily support the pipe or structure, then the Connactor shall further
excavate and remove such suitable material. Before the pipe or structure is installed, the subgrade
shall be accepted by the Engineer.
3.03 BEDDING
Install iD conformdrce with drawings. Place from mmimum of 3" bclow bottom of pipe to
centerlinc for entire width of rench.
Telephone, Cable Television, and Electric Systems - 02570
Peak Civil Engineering, Inc.
Antlers Condomiof loaition
Additions and Renovations Project
Peek Civil Engineering, Inc.
3.M TINDERDRAIN
A. Water seeping forn hench barks, but not llowing in tench bonom: lnstall gravel
underdrain in accordance with drawings.
B. Water flowing in rench bottom: Insall in addition to gravcl where water volume will fill
a 4" plp€ % firll. Cleanouts at cach manhole in conformance with drawings.
C. Daylight all undcrdrains as shown on drawings as direcrcd by Engincer.
3.05 PIPE INSTALLATION
A. Coostuct pipe accuratcly to linc and gradc showu on drawings. Remove and replace
pipc not conforming to linc and grade at contactor cxpcrurc.
B. lnstall to manufacturer's recommcndations, continuously upgrade. Bell ends face
upgradc. Pnor to making jornts, clean aud dry all surfaces. Use lubricants in
conformance with manufacturer's rccornnren&tions for insertion of pipe in joint. Set
pipc in position and chcck line and gradc. Kccp dirt form entcring all exposed pipe ends.
Joints watertight.
3.06 PADS AND VAIJLTS
Install pads and vaults to line and grade shown on drawings.
3.07 PULL STRING
Pull sting shall bc placed in all condrit to faciliate placing cable.
3.08 CONCRETE WORK
A. Placemcnt: Place to required depth and width conforming to drawings. Place concrete as
uniformly as possiblc in order to minimizp amount of additionrl spreading. Place and
consolidate with suitablc tools to avoid formations ofvoids, honeycombs, or pockets.
Well vibratcd and tampcd against forms.
B. Retempcring: Do not rctcmpcr concrctc or mortar wbich has partially hardened by
remixing with or without additional ccmcnt, aggrcgate, or water. Provide concrete in
such qusDtity as is requircd for immediate usc.
C. Curing: Prorcct agai$t loss of moisture, rapid tcmperan[e change, rain, and flowtng
watcr, for not less than two days from placcmcnt of concrete. lmmediately after
finishiag, covcr concrete surfacc with curing medium which is applicable to local
conditions as approvcd by the Engineer, Protcct exposed edge of concrete slabs exposed
by removing forms immediatcly to provide these surfaces with continuous curing
treaEnent.
3.09 BACK-FILL
A. One Foot Over Pipc: Use %" screened rock or on-site screened material (if approved by
Enginccr) for covcr material and backfrll by ap,proved mechanical methods' Cover
matcrial shall be clean soil, free from organic materials, churks ofsoil, frozen material,
debris or other unsuitablc materials. Place and compact starting at toP of pipe bedding
exrcnding upwards to above top ofpipe for entire trench width. Place in lifts to a density
of907o AASHTO T99.
Telephone, Cable Television, and Electric Systems - 02570
Peak Civil Engineering, Inc.
I
t
I
I
t
I
t
I
T
I
I
I
T
I
I
I
T
I
I
t
I
I
t
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
Antlers Condominium Add
Additions end Renovrtions Project
Peak Civil Engineering, Inc.
B. Rerrainder of Trench: Backfill with same materials excavated from work limirs unless
unsuitable. No boulders over 6" in diameter in top 12" of uench. No backfill material
with boulders largcr rhan 18" in diameter. Carefully lower boulders larger than 12" in
diameter into trench until backfill is 4' over top ofpipe.
3.IO COMPACTION
A. Demonstrate method of cornpaction. Engineer will test compacted demonstauotr section
for uniform density tbrougbout depth of each lift. Alter constructlon methods until
providing one acceptable to Engineer. Continue samc procedures until signifrcant change
in soils occurs, or compaction is not being achievcd, then demonstrate new method.
B. Compaction requirements for all trenches:
l. Predominantly ofcohesive soils where AASHTO T99 procedures are
applicable: Compacted uniformly throughout each lift to 95% AASHTO T99.
2. Predominantly ofrock 18" in diameter: Place in loose lifts up to average rock
dimension. Placing of occasional boulders of slzes larger than maximum layer
thickness may be agreed to by Engineer, provided matenal is carefully placed
and large stones well distributed with voids completely filled with smaller
stoncs, cartb, sand, or gravel. Level and smooth each layer to distribute soils
and finer fragments of earth. Wet each loose layer as necessary to facilitate
compacion prior to placirg additional lifts.
3. Trenchcs outside road right-of-way: Compact to 90ol" AASHTO T99.
3.1 1 PAVEMENT REMOVAL AND REPLACEMENT
Score existing surface with cutting wheel to create clean break line. Remove and dispose of
existing surfacc and aggregate base course leave 6" undisturbcd subgrade lip on each side of
trench. After trench has been backfilled and properly compacted, place aggregate base course in
accordance with permit requirements, or minimum thickness in these spccifications. Compact
aggregate base course to 95% AASHTO T180. Replace pavement in accordance with permit
requirements or minrmum thickness in thcse specifications, Compact asphalt to 95olo ASTM
D15591 consolidate concrcte with vibrators. Street cuts must conform to Town of Vail & Eagle
County specifications.
3.I2 FIELD OUALITY CONTROL
A. Noti$ Engineer at least 24 hous in advance of pipe being laid in any trench. Cover no
pipes until obsewcd by Engineer. Notif Engineer at least 48 hours before pipe is to be
tested.
B. Testing
I . General: Coaduct testing in accordance with procedures approved by the
appropriate utility company.
Telephone, Cable Television, and Electric Systems - 02570
Peak Civil Engineering, Inc.
Aatlers Condomiol noon,oo
Additions and Renovrtions Project
Peek Civil Engineering, Inc.
3.13 CLEANUPANDRESTORATION
Restorc all pavemeds, subs, gutters, utilitics, fenccs, irrigation ditches, yards, lawns, and othcr
struchres or surfaces !o condition equal 1s 61 b€tte1 thrn b€fore work began, and to satisfaction of
Engineer. Deposit all wastc material in dcsignated wastc areas. Grade and shape disposal sire.
Complete topsoil atrd rcseedhg of sight, is rcquired. Whcre disposal sites are not designatcd,
remove and disposc of all wastc matenal offsite.
END OF SECTION 02570
Telephone, Cable Television, end Electric Systems - 02570
Peak Civil Engineering, Inc.
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
Anuers aonoomrnrum Adel
Additions and Renovations Pioject
t."Uatt,
"o,o...tor,
to..
,"arr.n Orr'
ROADWAY BASE
PART I GEI\TERAL
I.OI DESCRIPTION
A. Work included: Preparing surface of subgrade after utility contractors have completed
installation of all utilities and fumished and placing one or more courses of aggregate in
conformance with lincs, grades, and typical sections shown on drawings.
B. Relarcd Work:
l. Earthwork: Scction 02200
1.02 SUBMITIALS
A. Tcst Repons: If requested, fumish proposed source of matenals and copies of tests from
certified and acc€ptable testing laboratory:
L Sieve analysis - ASTM Cl36
2. Wear Abrasion - ASTM C13l
3. Liquid Limit - AASHTO T89, T90
4. Moisture Density Cuwes - AASHTO T99
PART2 PRODUCTS
2.OI AGGREGATE
A. Aggregate shall confoml to following gradation:
Sieve PerceDtage by Weight Passing square Mesh Sieves
Size
Class I Class 2 Class 4 Class 5 Class 6
L-1t2" - 90-100
l" loo
'/;'-50-90-100No.4 30-65 - 30-50 30-70 30-65
No. 8 - 25-55
No.200 3-15 3-15 3-12 3-15 3-12
Liquid Limit not greater thaa 35 for Class 2; 30 for Class 4, 5, or 6.
Plasticity Index not excecding 6.
B. Rcquirements for this Project:
Furnish Class 6 aggregate for this Project.
ROADWAY BASE. 02732
Peak Civil Engineering, Inc.
Antlers Condomirrf ndorooo
Additions rnd Renovetions Project
Perk Civil Engineering, Inc.
PART3 EXECUTION
3.OI PREPARATION
A. Subgradc Prcparation: Shapc and compact to crown, line, grades, and typical cross
scction shown on &awings bcforc placing base matcrial. Compact to 95% ASTM-698
3.02 MIXINC
Tbe Contractor sh.ll mix the aggregarc by methods that insure a thorough and homogenous
mixture.
3.03 PLACEMENT
If requircd compacted dcpth of aggrcgatc basc course exceeds 6", constnrct in two or more layers
of approximately equal thickness. Maximum compacted thickness of any one layer shall not
exceed 6". When vibratory or othcr approved tlpes of special compacting equipment are used,
compactcd dcpth of single layer may bc incrcased to 8" upon approval of Engineer.
3.04 SHAPING AND COMPACTION
Compact each layer to 95% ASTM-698. Mainaia surface of eacb layer during compactron so that
uniform texture is produccd and aggrcgates arc firmly keycd. Apply water uniformly during
compaction so moisore content is within 2% of optimum.
END OF SECTION 02732
ROA.D}VAY BASE - 02732
Peak Civil Engineering, Inc.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
t
t
I
t
I
I
I
I
I
t
I
I
illffi ":""1Till'"""*:llQ*,Peek Civil Engineering, Inc.
SECTION 0274I
ASPHALTIC CONCRETE PAVING
PART T GEIYERAL
I.OI DESCRIPTION
A. Work lncluded: Fumishing, laying, and corrpssting hot-mixed asphaltic concrete
pavement in conformance with lines, grades, and tlryical cross-sections shown on the
drawings.
B. Related Work:
l. RoadwayBase: Section 2732
I.O2 OUALIryASSURANCE
A. Source: Engincer shall have access to batching plant at all times work is rn progress.
B. Record of Work: Contractor shall kccp record of time and date of placement'
tempcraturc, and weather conditions. Reain uatil corpletion and fumish copy to
Engineer.
C. Owner will arrange and pay for all field tests to dctermine compliance of base course and
pavemcnt materials and corpaction with the spccification and the approved destgn mrx
formula.
I,03 SIIBMITTALS
A. Samples: If Requestcd, provide samples of proposcd materials.
B. Test Reports: If requested furnish copies of tests from certified and acceptable testing
laboratory:
1. Aggrcgate - AASHTO T96
2. Tar - AASIITO M52 Grade RTC B-5, Ml 18.
3. Liquid Asphalt - AASHTO M8l, M82; ASTM D2026
4. Emulsified Asphalt- AASHTO M140
5. Compaction - AASHTO T230
6. Stability and Flow - AASHTO T245
C. Job Mix Formula: Provide Enginecr proposed mix design based upon aggregates to be
used.
l. Submit design mix to Enginecr for approval along with Marshall series
performed by an indepcndcnt laboratory.
2. SabilityperASTMDl559: 1500lb.minimum
ASPHALT PAVING. 02?41
Perk Civil Engineering, Inc.
Anrers L onoomrof
^oorrrooAdditions and Renovations Project
Peck Civil Engineering, Inc.
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
100
3. Flow pcr ASTM D1559: .08 to .16 rnch
4. Air Voids pcrcentage pcr ASTM D1559: 3 to 5 percent
5. Use an anti-sripping additive form the approved list of additrves in Chapter 400
of thc Colorado DeparEneut of Highways Field Materials Manual
6. Minimum Asphalt contcnt:
I.M DELIVERY. STORAGE. AND HANDLING
A. Transport mixtures form mixing plant in trucks having tight, clcan, non-sticking
compartrnents. Whcn transporting, provide covcrs to protect from weather and prevent
loss of heat when temperature is bclow 50 degrees F. During tempcratules below 50
degrecs F on long dist nce deliveries, provide insulation around entire truck bed surfaces,
I.O5 JOB CONDITIONS
A. Environmental Rcquircnents: Do not place asphaltic cotrcrete on wet surfaces, or when
tempcrature is below 40 degrccs F, unless agreed to by Engineer.
B. Protectiou: After final rolling, do not permit vehicular traffic on asphaltic concrete
pavement until cooled and hardened. Provide bamcades, flagmen, and warning devices
as required to protcct pavemetrt. Maintain pedestian and vehicular traffic as requued.
Cover openings of stnrctues in paving until penrunent coverings are placed.
D. Confirm in writing, aggegate base course constnlcted by others has been compacted to
requirements of thcse specificatioas, Use any merns nccessary to proofroll or test to
confm aggregatc basc is satisfactory to receive asphaltic concrcte. NouS in writing to
Owuer any dcficicnt arcas so they may be brought into conformance with specifications
prior to placement of asphaltic concrete.
PART 2 - PRODUCTS
2.OI AGGREGATE
Clean, hard, durablc particles of crushcd stonc, crushed gravcl, natural gravel, or crushed slag with
not more than 45o/o of wea4 AASHTO T96.
Sizes #8 and largcr, tolcrances + 8%; #30 + 3%; where 100% passing, no tolerance.
Sieve Perccntagc by Weight Passing Square Mesh Sieves
Grading
G
100
90-100
63-8s
4G78
22-54
1347
4-26
)- I
Grading
c
100
90-100
70-89
60-88
44-72
30-62
12-38
3-7
100
90-100
74-89
50-78
32-&
12-38
3-7
45-85
t-tJ
Grading GradingcxF
3/8"
#8
#30
#200
ASPHALT PAVINC. O274I
Peak Civil Engineering, Inc.
T
I
I
I
I
I
I
t
I
I
I
I
I
I
t
I
I
I
I
Antlers Condominium n ddf
Additions end Renovetions Project
Peak Civil Engineering, Inc.
Use Gradrng CX for this project.
2.02 ASPHALTIC CEMENT
AASHTO M226, Penctation Grade 85-100. Use AC-10 for all paving.
2.03 TACK COAT
One of the following, grade and qpe as recommended by supplier:
A. Emulsified asphalt, AASHTO Ml40
B. Cationic ernulsified asohalt, AASHrO M208
2.04 MIX DESIGN
A. Determine design mix based upon aggregates to be used.
l. Submit design mix to engineer for approval along with Marshall series
performed by an indepeudent laboratory.
2. Stability per ASTM D1559: 1500 lb. minimum
3. Flow per ASTM D1559: .08 to .16 in.
4. Air voids percentage per ASTM D1559: 3 to 5%
5. Use an anti-stipping additive form thc approved lists of additives in Chapter
400 of the Colorado Departnent of Highways Field Materials Manual.
6. Minimum Asphalt content: 5.8%
B. Fumish aggregate gradation.
C. Accepted design mix shall mcet compaction requiremetrts of these specifications.
2.06 MIXING
A. General: Comply with ASTM D995 for material storage, control, mixrng, and plant
equipmcnt and operation.
B. Aggregatcs: Keep each component of various-sized combined aggregates in separate
stockpiles. Marntain so separate aggregate sizes will not be intermixed and to prevent
segregation. Heat-dry aggregates to reduce moistue content to not more than 27o.
Deliver dry aggregate mixer at recommended tempcrature to suit penetarion, grade, and
viscosity characteristics of asphaltic cement, ambient temperanre, and workability of
mixture.
C. Asphaltic Cement: Heat bitumen to viscosity at which it can be uniformly disributed
tbroughout mixture. Select temperanre nnge of275 degrees F to 350 degrees F to suit
temperature - viscosity characteristics of asphalt. Do not exceed 350 degrees F.
E. Mixing: Accurately weigh or measlue dry aggregates and weigh or meter asphaltic
cement to comply with job-mix formula requirements. Mix aggegate and asphaltic
ASPHALT PAVING - 02741
Peak Civil Engineering, Inc.
Antters Condomiof laattioo
Additions rnd Renovations Project
Peak Civil Engineering, Inc.
cement to achieve 90-95o/o coated particles for surface mixtures when tested in
accordance with ASTM D2489.
PART3 EXECUTION
3.OI PREPARATIONOFSURFACES
A. Base Course: Blade, shape, and smooth aggregate base course to rrnifqml 5gsti6a.
Remove loose materials. Clcan the surface to bc paved by mechanical swcepers,
blowen, or hand brooms, uatil surface is frec from dust.
. If time lapsc from final shaping to placcmcnt is lotrger than 24 hours, reshape, wet and
compact surfacc, or apply prime coat. When prime coat is used apply at rate of 0.3
gallons pcr square yard as soon as practicable after surface has been prepared and is
suffrciently dry. Calibratc distributor and firmish calibration to Engineer. Adjust spray
nozzles and spray bar to provide uniform distribution of prime coat. Cease rmmediately
upon clogging or interference ofany nozzle and conect bcfore distribution is resumed.
Protect adjacent surfaces from primc coat matcrial. Rernove prime coat from adjacent
surfaces. Rcnm to samc condition prior to work beginning. Maintain prime coat and/or
base course surface until covered by asphaltic concretc. Where pnme coat has been
applied for 48 hours, and has not dricd suffrciently, materials may be bloned with
aggregate in mannet agreed to by Engineer. Clean any damaged area of all loose
matenal, and repair base coursc to satisfaction of Engineer. Reapply pnme coat.
B. Existing Surfaces: Clcan of all foreign materials. Fill holes and low places wirh leveling
courses and compact prior to surface placcment. Tack coat existing surface at 0.1 gallon
per square yard. Apply only to arcas on which surfacing is to be placed immediately. Do
not extend morc than 2000' ahead ofpaving equipment. Prcvcnt traffrc from tavelling
on tack coat.
3.02 FRAME ADruSTMENTS
Set frames of structures to final grade. Placc compacted asphaltic concrete to top of frame. If
penrunent covers are not in place, providc tcmporary covers ovcl openings until compaction is
complete. Where frames and covers arc paved over, mark so crews can find on an emergency
basis until cut out and adjusted to final surfacing.
3.03 PLACEMENT
A. Place at tempcratures ofnot lcss than 280 degrees F, or more than 350 degrees F. lf
tempenrtue is bclow 50 degrces F and falliag, asphaltic concrete mix shall not be less
than 300 degrces F, while on truclcs just prior to laydown. Mechanical, self-powered
pavers shall be capable of spreading mix within specifred tolerances, true to line, grade,
and crown as indicated on drawings. Road grader equipped with automatrc blade control
may be used for lcveling courses. Pavers shall be equipped with hoppers and disribution
screws which place mix evenly in front of adjustable screeds. Screeds shall be adjustable
for height and crow4 equipped with coneolled beating device for use as required-
Screed shall stike offmix without tearhg, shaving or gouging surface, to dePth and
cross-section spccified, without aid of manual adjuslnent during operation. Pavers shall
be capable of placing courses in thickness' from V"" to 4" and from widths of 8' to 15'.
Extensions and cut-off shall permit changes in widths by increments of 6".
B. Stike fnish surfacc smooth; mrc to cross section; uniform in density and texture; free
form hollows, transverse comrgations, and other irregularities. Paint contact surfaces
ASPHALT PAVING - 0274I
Peak Civil Engineering, Inc.
I
I
T
I
I
I
I
I
I
I
I
T
t
t
I
I
t
I
I
B.
c.
I
I
I
t
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
Anuers Conoor ntum AoaO
Additions and Renovrtions Pioject
Peak Civil Engineering, Inc.
between gutters, manhole rings, catch basins, and other sirnilar structures with thin,
uniform coating of tack coat. Final surface shall be %" above all structures and guners
sloping away from paving, flush with guners sloping towards paving.
C. Hand Placcmcnt: Wtere certain arcas bcause of irregularity, inaccessibility, or
unavoidable obstacles, do not lend themselves to machrne placement, Engrneer may
aglee to hand placement. Spread and compact lo same fnrsh and compactton tolerances
of these specifications.
D. Joints: make joints between old and new pavemeot, or betweeD successive day's work, to
insure thorough bond between old and new surfaces. Clean surfaces ftee of sand, dirt,
dusg or other materials, and apply tack coat. Constuction joints must have same texture,
density, and smoothness tolerances as other surfacing.
|. Constuct traosverse joints to existrng material by cutting material back to
expose full depth edge. paml thin pnifsrm tack coat on joint and place new
asphaltic concrete.
2. Prcpare longiodinal joints overlapping screed l" on existing surface. Deposit
suffrcient material to complete joint. Push excess by hand rake l/2" on new mat
leaving vertical uncompacted face approxrmately I " high. Compact agatnst jotnt
by rolting equipment. No depression allowed exceeding li8" for widdt of6",
after final compaction.
E. Finish Tolerance: Place levcling courses within %" of design grade. Fimshed surfaces
will be tested with 10' staight edge, parallel to center line at location ofwheel paths for
each lane. Staight edge will be advaoced 5' and space under staight edge shall not
exceed %". Correct areas deficient in smoothness by completely removing surface
rnaterial and replacing. Overlay corrections rray be rnade only if approved by Owner.
F. Thickness Tolerance: Compacted thickness shall be no less than that shown on drawings.
Any surfacing which does not meet minimum thickness shall be removed and replaced.
3.04 COMPACTION
A. General: Provide one pneumatrc-tired and one steel-wheel roller to obtain required
density, surface texnre, and ridcability. Begin rolling operations immediately following
placement of asphaltic coDcretc. Do not permit heavy equipment, rollers, etc. to stand on
finished surface wherc dcformation may occur. End each pass of roller in different place.
Rollers
l. Steel-wheel rollers self-propelled, developrng contact pressue under
compression wheels of 250to 350 psi per inch of width of roller wheel. Rollers
equipped with adjustable scrapers and means for keeprng wheel wet to prevent
mix from sticking.
2. Pneumatic-tired rollers self-propelled, developing contact pressure under each
tire of 85 to I l0 psi. Wheels so spaced that one pass will accomplish on e' complete coverage equal to rolling width of machine. Wheels oscillate but not
wobble. Remove and replace immediately any trres picking up fines.
Compaction Procedurcs
l. Compact longitudinal joints aod edges first, starting at outside edge and
gradually progress towards center ofpavement. Begin superelevated curves
ASPHALT PAVING - 0274I
Peak Civil Engineering, Inc.
Antlers Condomio,fnoouroo
Additions and Renovetions Project
Peek Civil Engineering, lnc.
rolling on low side on previously transversely compacted matenal. SucQessive
passes should overlap by one half width of roller. Mat temperatures must not be
below 150 degrees F.
2. tmmediately follow rolling of longitudinal joint and edges with breakdown' rolling. Place &ive wheel ncarest paver atrd pull roller towards paver. Retum
roller to cxisting surface aud rnakc gradual shift to overlap previous pass by half
rollcr width. Operatc pncurnatic-tted rollcrs as close to paver as oecessary to
obain dcnsity requircd. Makc enough passcs for reasonably smooth surface.
3. Fiaal rolling by combination ofsteel and pncumatic rollers to obtain density,
surface tcxtue, and surface tolerances required.
D. Corryact to minimum of 95% Marshall Desigp method daa submittc4 or from field
samplcs akcn by thc Enginecr, and prcpared in accordancc with ASTM D1550. Re-
compact asphaltic colcrete not confonning to density standards to these specificatrons.
Cut out compaction test plugs as directed by Engincer. Contactor shall cut test plugs,
fill, and rcpair test holes at his expensc.
3.05 PATCHING
Cut out and frll with frcsb, hot asphaltic concrerc. Remove deficicnt areas for full depth of surface
and base coursc. Cut sides pcrpendicular and parallcl, and perpendicular to direction of traflic to
extent of failurc. Apply tack coat to cxposcd surfaccs before placing new pavemcnt. Compact
and finish to spccification.
3.06 CLEAN UP
After completing opcrations, clean surfaccs, pick up exccss paving matcrials, and clean work area.
END OF SECTION 02747
ASPHAIT PAVING - 02741
Peak Civil Engineering' Inc.
I
I
I
I
I
I
t
t
I
t
I
I
I
I
I
I
I
I
I
I
sEcTroN 02820
I FOUNTAIN
I PART IGENERAL
I
Scope: Supply and install all fountain equipment as shown on the drawings and as
I specified herein.
I
Shop Drawings: Per Section 01340, submit shop drawing showing general
I arrangem€nts, descriptions, layout and design, including complete filtration
r operation.
I Samples: Per Section 01340, submit samples of all pool finish materials, such asr tile, coping, membrane waterproofing, etc. Make sample show shape, texture,
I colors and finish.
I
Guarantee: Per Section O1740, submit to Owner Representative a one-year factory
I guarantee for all parts of the equipment and a one-year service-labor guarantee for
I all equipment.
I Measurements: Verify all dimensions shown on drawings by taking field
I measurements; proper fit and attachment of all parts is required. Pool shall be
approximately 3' deep, 12' diameter.
r Coordination: Coordinate with all other trades whose work relates to swimming
pool installation to insure proper locations.
Ir Inspection: Inspect conditions prior to installation and notify General Contractor in
I writing, with a copy to Architect, of any condition which would prevent
I satisfactory installation. Failure to do so holds Pool Contractor responsible for any
corrections Architect may require.
I Delivery and Storage: Deliver and store materials in dry, protected areas. Keep free
of corrosion or other damage. Replace any damaged units at no cost to Owner.
I GENERAL REOUIREMENTS:
I A. Install recirculating system which is the product of a manufacturer regularlyr engaged in the fabrication of water filtration and recirculation equipment with at
least five years of experience.
I
I ANTLERS coNDoMtNluMs ADDlrtoN/RENovATloN o2a2o "lI TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
B. Make all work conform with all applicable requirements of the National pool
Institute Standards.
INSTALLATION:
A. Procure all required permits and perform all operation in strict conformance with
all local codes and regulations having jurisdiction over the work, including atl
applicable Town of Vail regulations.
B. Install all work, plumb, true and as indicated on drawings. Be responsible for all
anchorage requirements and provide galvanized anchors, plates, angles,
channels, fastenings and any other supporting items or members necessary to
fully support the work without damaging or staining surfaces to which work is
fastened. Any surfaces structurally weakened or otherwise damaged by work of
this section shall be fully repaired or replaced at no cost to Owner.
Testing and Maintenance Instructions: Supply the services of a competent field
engineer to test and inspect the completed installation, place it in operation and
provide printed op€rating and maintenance instructions.
Clean-up: Per Section 01710
Materials:
A. All materials shall be new and of the brand and quality specified, or as
approved by Architect. 1-1 12" thick "Gunite" concrete structural pool utilizing
50OO PSI strength concrete over structural concrete pool base and 60 mil
waterproof membrane, W. R. Grace System 4000. Extend membrane up inside
pool perimeter wall and terminate under coping.
B. Plaster: Waterproof cement plaster conforming to requirements of Section
09200
Towel smooth to l 12 thickness over entire concrete pool surface below the
waterline.
C.Native Boulder Arrangement: Place seven large granite boulders as selected to
form fountain base elements.
D. Coping: 6" Precast concret€, circular radius, pool coping as selected by
Architect. Set in cement mortar setting bed in accordance with all applicable
ANTLERS CONDOMINIUMS ADDMON/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
t
I
I
I
I
I
I
I
I
I
I
t
I
I
I
T
T
t
02820 -2
I
t
I
I
T
I
I
I
I
I
I
I
I
I
I
I
t
I
I
requirements of Section 0930o Tile work. Use epoxy joint material in color to
match coping as closely as possible. Coping color shall be as selected by
Architect.
E. Underwater lights: Swimquip, Inc. or as approved 4-200-Watt lights with blue
lens and copper lens. Entire installation shall comply with the requirements of
the National Electrical Code and Underwriter's Laboratories. Arrange lights under
water around boulders on bottom of pool.
F. Skimmer: Swimquip or as approved #U-3 commercial automatic surface
skimmer.
G. Fifter: Swimquip or as approved diatomaceous earth filter with 112H. P. bronze
XL-1 type pump and motor.
H. Fountain: Install recirculation fountain supply with 1 112 H. P. pump to
distribute water over natural boulder arrangement.
l. Cleaning Equipment: Provide manufacturer's standard vacuum cleaner, vacuum
hose and brushes for complete bottom cleaning,
J. Drain: lnstall 4" cast iron pipe from pool drain to storm sewer. Drain shall be
installed wath gate valve in garage to facilitate draining pool for cleaning and
winter periods. Maintain a slope of 114" per foot minimum.
K. Disinfecting System: lnstall automatic chlorination system according to Local
Health Departm€nt Standards and Town of Vail Authorities.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
02820 -3
I
I
I
I
I
t
I
I
I
T
T
I
T
I
I
I
sEcrroN 03100
CONCRETE FORMWORK
PART 1. - GENERAL
!{ORK INCTUDED - formwork installation and removal.
QUALITY ASSURANCEAII formwork shal1 comply with applicable provisions and
standards of American Concrete Institute (ACI) specifications.
SEQUENC ING/ SCHEDULING
NOTIFICATION
The Contractor shall notify Structural Engineer at least 3 three
working days in advance of compLetion of work in this section in
order to permit observation of formwork and reinforcing steel
prior to placement of concrete.
PART 2 - PRODUCTS
I4ATERIALS:
FORMWORK PANELS
Either steel or plywood as appropriate for finish required.
PART 3 - EXECUTION
INSTALLATION
Forms shall be braced and tied to provide strength and rigidi-ty
sufficient to prevent deformation under load.
Forms to be engineered to withstand wind loads as specified in
Uniform Building Code.
Form oil is prohibited where stucco' plaster or paint is to be
applied to formed concrete surface.
Three days minimum curing tj.me required before form removal is
allowed. Formwork for new structural slabs shall remain in place
until the slab has attained 80t of its strength and/or post
tensioning is complete.
TOLERANCES
Formwork shall be installed to produce finished concrete within
the toLerances as specified in Section 03300.
END OF SECTION 03].OO
I ANTLERS coNDoMrNruMs ADDrloN/RENovATtoNT TOWN OF VAIL, EAGLE COUNW, COLORADO
I
T
03100 -1
I
t
I
I
T
I
I
I
I
I
T
I
t
I
t
t
I
I
I
SECTION O32OO
CONCRETE REINFORCING
PART 1 - GENERAL
hIORK INCLUDEDconcrete reinforcing, structural and non-structura.r.; incrudinqbut not limited to rebar, ti;;;- welded wire iaUric, dowels andreinforcing accessortes.
RELATED VIORKsEcrroN 01340 sHoP DRAwrNcs' pRoDucr DATA AND sAMpLEssEcTroN 01400 QUALTTY coN?R6LSECTION 02511 CONCRETE PAVINGSECTTON 031OO CONCRETE FORMWORKSECTION 033OO CAST-IN-PLACE CONCRETE
QUALITY ASSURANCE
Reference standards: conform with alr applicable requirements ofConcrete Reinforci-ng Steel fnstitute (CRSI) ,,ManuaL of StandardPractice. and American concrete rnstitute,s ACr 31g. werdi;t-;;reinforcing bars is prohibited without the prior written consent.of the structurar-engineer. Approved weldj.ng of rei.nforcing steelwith qualified wel-ders in welding in confoimance with det5ils onDrawi-ngs and with the American welding societyrs Recommendationsfor- Welding Reinforcing Steel (A.W.-S.DDL2.i). The Contractorshal1 9mploy the servj-ces of a 'special- rnspector" if welding isaccomplished (Refer Section O14OO) .
SUBMITTALS
SHOP DRAWINGS AND PRODUCT DATAsubmit shop drawings of concrete reinforcing to Architect priorto fabrication. subrni t shop drawings indical,ing size, sp..^irrg",locations ,and quantities of reiriforcing st.-"1, bending inocutting schedules, spli-cing, stirrup spacing, supportin! andspacing devices. Provide post tension- ten-don ]-Jyouts and detailsfor parki.ng garage/auto court structural sLabs.
SEQUENC ING/ SCHEDULINGNotify the Architect and/or structural Engineer at reast three(3). working days in advance of any concrete pracement, structuraland non-structural .
PART 2 - PRODUC?SReinforcing Bars: ASTM A-615, Gradestructural plans and notes. Use Gradeat concrete 'footings curbs, eE.c..reinforcing bars at slab hole patches,
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
50 or as indicated on40 for #3 and smaller andMatch existing adjacent(infills), as reguired.
03200 -'l
Steel g{ire: ASTM A_82.WeLded Wire Fabric: ASTM A_1g5.
Supports for Reinforcement: Bolsters,li:i:"" for spacj_ns, ";;;;.;;i"anapJ.ace.
chairs, spacers, and otherrastening reinforcement in
Fabrication: Fabricate reinforcing bars to conform to requiredshapes and dimensions, witrr iilri"iti."i.i:r;;;'J" comprvi_ng wirhCRSI Manual . In_ case of fabricatins ..i"i"]..;; nor rebend oril:"igi::l.r_.:trror.emenr in a minner thar wirr-iniure or weaken
ACCESSORIES
Provj.de and install -a11 seats, chaj.rsr. ties, dove tail anchors,reglets' anchor bo]ts and oth,er reinforcing accessories as3:;:;::# ;:,"ffi.'." *11-tlto."tns in resuired po"ltion ano-piov:.J!
CONDITION OF MATERIALS:All materials shall be free of rust, scale, oil, dj.rt orother material affecting bonding ability.
FABRICATIONDo not weld or
^ -r-e-bend any reinforcj_ng with a yield pointgreater than 40r000 psi.
PART 3 - EXECUTION
INSTALLATTONcoordination: coordi-nate work with other Trades so as not tointerfere.
Material Handring: Der.iver reinforcing steel to the site bundled,tagged and marked, with metal tags.in-Oicating b; sizes, lengthsand other information corresponding with" *..h-"g "ir"""--onplacement diagrams. store reinforcement off the ground and so asto prevent damage, excessive rust, dirt and the 1ike.
rnstalration (Generar): conform with stated standards, and asspecified herei-n, for detailing and placement methods andsupports. clean reinforcement of loose rust, mirl scare, ."rii.,and any material which courd reduce or aestroy concrete bond.Posi_tion, support and secure reinforcement against displacementby formwork, construction or concrete placing- operations. Locateand support reinf orcing with metal lhairs,- r'r'rrrrr.t", spacers,bolster, hangers as reguired. place reinforcement to obtai.nminimum coverage fgt. concrete protection. Arrange, space andsecurely tie bar and bar supports together wlth 16 g"rrg. wire fo
t
I
t
I
I
I
T
T
t
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINTUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNry, COLORADO
o320o -2
I
I
I
t
I
t
I
I
I
I
I
I
I
I
I
hold reinforcement accurately in position during concreEe
operations. Set wire ties so twisted ends are directed away from
exposed concrete surfaces. Install- welded wire fabric in flat
sheets and as long lengths as practicable. Lap joining pieces at
least one full mesh. Refer Sheet S0.01 Genera.L Notes for
criteria.
TOLERANCESIf not indicated on the drawings, reinforcing shall be placed to
meet the requirements of the current ACI Detailing Manual, or asindicated below which ever is most restricti.ve.
PLACING REINFORCING STEEL: Bars shall be lapped as noted on the
structural drawi-ngs or if not noted 1ap 40 diameters minimum.
Splices in adjoining horizontal bars shal-l be staggered at least
6 feet. Where this is not feasible, submit suggestions for the
Englneer's consideration. Horizontal bars shalf be hooked around
corners not less than 24 diameters, with a mj-nimum of 12 inches
as per typical details, unless detailed otherwise on drawings.
Concrete protection of reinforcing sha11 be not less than the
following:3 inches where concrete is poured agaj-nst ground.
I 2 inches where concrete is poured against forms but may be in
- contact with oround.
1,-1,/2 inches minimum in exterior face of exterior waLls (exposed
to weather but not in contact with ground) .3/4 inch minimum in interior walls and interior face of exterior
wal-ls.
l-l/2 inches in beams, girders, and columns.
Clear distance between bars shal1 be not less than L L/2 inches,
L L/2 bar diameters, nor less than 1-1-13 times the maximum size
of coarse aggregate. See details. Reinforcing steel in beams and
slabs shall not be placed until after concrete in walls and
columns have been poured. Wherever conduits, piping' inserts,
sleeves I etc., interfere with the placing of reinforcing steel as
shown or called for, the Contractor must consult with Engineer
and secure from him the method of procedure before pouring any
concrete. The bending or field cutting of bars around openings or
sleeves will not be permitted.
Minimum concrete wa11 reinforcing:vertical,' 2 #5 bars top and bottom.
END OF SECTION O32OO
*4 bars at 2' -0" o. c.
I ANTLERs coNDoMrNruMs ADDrroN/RENovATroNI TOWN OF VAIL, EAGLE COUNTY. COLORADO
I
I
03200 -3
1)
2)
I
I
I
I
T
I
I
I
I
I
I
SECTION 033OO
CAST-IN-PLACE CONCRETE
PART - ]-
GENERAL: "Specifications for Structural Concrete for BuildJ-ngs"
ACI 301, current edition, shall be the specrfication for all
concrete construction on this project, as if attached hereto. ACI
and CRSI Standards recommendations sha1l likewise become the
minimum constructi-on standards for these specifications.
WORK INCLUDEDThis section governs concrete work, structural and non-
structural . Refer 'General Notes' Sheet Sheet S0.0L for criteria.
RELATED WORK
SECTION 01400 - Quality Control
SECTION 014L0 - Testing Laboratory Services
SECTION 0251L - Concrete Paving
SECTION 03100 - Concrete Formwork
SECTION 03200 - Concrete Reinforcing
SECTION 03345 - Concrete Finishinq
TESTINGAn independent testing laboratory will be employed by the
Contractor to perform tests and submit results to the Architect'
Ownerts Representative and structural Engineer for the following:
(One test for each days pour and/or 10 CU. YD. minimum per test,
whichever, is greater.)
test at poj.nt of discharge forSlump: per ASTM C-143, one
each load.
Compressive strength: perper test. Two tests at
reserve.
I 3) Air Entrai-nrnent: one test for each set of
ASTM C 39, one? days, two at
set of 6 cylinders28 days, .two in
cylinders.
I
I
I
I
Averaging of individual tests is not an acceptable method of
determining strength.
Submit test results to the Architect, Structural Engineer and
Owner's Representative withln 72 hours of concrete placement.
concrete which fails to meet specifi-ed requi-rements shal1 be
removed and replaced at the Contractor's expense. Testing of
replacement concrete shall be at the Contractor's expense.
CONTRACTORIS TESTING AND INSPECTION
The Contractor shalf perform, at his own expense, additional
quality contr6l testing and "special i-nspection' as may be needed
to assure that the constructj.on is in compliance with the
Contract Documents. Special Inspectors test results and reports
I ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
03300 -1
MIX DESIGNS
Submit mix design(s) including evidence satisfactory to assure
that all materials to be used and proportions seLected will
conclusively and uniforrnly meet design specifications.
Mix design nurnbers shal1 appear on all delivery truck tickets.
SEQUENC ING / SCHEDULINGNotify the Engineer at least three (3) working days in advance of
placement of any reinforced concrete.
PART 2 - PRODUCTS
CONCRETE MATERIALS
MIX STANDARDS
Specify the following as a minimum:
l-) Addition of water is prohJ.bj.ted unless authorized by the
Engineer.Mixing, delivery and discharge time shall not exceed I hour.
L5 minuEes or 300 revolutions of the drum when air
temperature is between 85 degrees F and 90 degrees F.
Mixing and delivery time shall not exceed L hour or 300
revolution of the drum when air temperature exceeds 90
degrees F.
Mixing, dellvery and discharge tj.me shalL not exceed t hour
and 30 minutes when air temperature is less than 85 degrees
shall be forwarded to the Architect
their records, as well as the Owner
Department Inspection Divisj.on (Refer
SUBMITTALS
z)
3)
4)
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
",.o t"tural Engineer for
and Town of Vail- Building
Section 01400) .
I
t
t
I
I
I
I
T
I
I
I
I
I
I
I
t
I
I
I
CONCRETE MIX FOR COLUMNS, STRUCTURAL SLABS, FOOTINGS
AND FOUNDATIONS:
Values listed are minimum acceptable. Use these values or as noted
on structural drawings which ever is more stringent.
Cement Type: Utilize Type I or Modified Type II (sulfate
resistant) Cement for alL concrete i-n contact wlth ground.
Utifize Type I elsewhere, conform to ASTM C-150-64.
concrete Strength Footings and Foundations: 4000 1bs/sq.-ln
minj.mum compressive strength at 28 days.
Water: Potabfe
Air Entrainment: ASTM C260 (08 - 2t)
Calcium chloride: not permj-tted
03300 -2
I
I
I
I
I
I
I
I
I
I
I
T
I
I
I
I slump: 4" Maximum
I ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
CONCRETE MIX (SLABS ON GRADE, EXTERIOR FLATWORK, WALKS AND,PAVING)
Cement Type: I or II Modj.fied
Concrete Strength: 4000 psi minimum compressive strength at 28
daysMix: 6 sack/C.Y. minimumi although this may result in greater
strength than minimum specified.
Water: potableAir Entraj-ning admixture: (6E plus or minus 1t) ASTM C-260.
Water reducing admixture: None
Slump: 2" - 4" (4' maximurn)
Color Additj.ve as selected by Owner and/or Architect. (l-0
lbs/yard minimum) Prepare at least 4 individual samples on site
of color range directed by Architect. See Division 02511 Concrete
Pavers for extent of colored concrete.
Concrete Mix: Post Tensioned Structural Slab and Concrete Columns
Cement: Type I
Concrete Strength: 6000 psi G 28 days.Water: PotableAlr entrainment: O-2*Slump:4" MAX.
STONE AGGREGATEz 3/4" maxj-mum crushed granite or rock
concrete.(Flyash i.s not permitted as any part of the concrete
PART 3 - EXECUTION
INSTALLATION
CONCRETE PLACEMENT -- GENERAL
No concrete sha}l be olaced which has reached a temperature of 90
degrees F.
COLD WEATHER PLACEMENTPer AcI 305 - Under no circumstances shall concrete mix
ingredients be frozen, contain j-ce or snow, or be placed on earth
which is frozen or contains frozen particles.
The use of calcium chloride and,/or other chemical antifreeze or
accelerate agents in the concrete mix shall be strictly
prohibited.
HOT WEATHER PLACEMENT
Per ACI 305 - No exterior concrete flatwork shall be placed when
the outside wind veJ.ocity exceeds 30 miles per hour unless
temporary barriers or windbreaks are provided.
When ambient 'air temperature exceeds 90 degrees F. ' exterior
flatwork shall be kept moist with a fog spray or other acceptable
at exterior
mlx. )
I
03300 -3
aIset and excessivE drvinq of concrete I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
means to prevent flash
surfaces.
TOLERANCES FOR FORMED SURFACES PER ACI 301..72 PUbliCAtiOi SP.15
(75 )1. Variation from plunb.
A. In lj-nes and surfaces of columns' piers. walLs' and in
arisesz L/4" in any 10t of length; 1n maximurn for the
entj.re length.B. For exposed corner columns, control joint grooves' and
other conspicuous linesz L/4" in any 20t length; L/2"
maximum for the entire length.
2. Variation from level or from grades indicated in the
Contract Docurnents:
A. In slabs, soffits' ceilings, beam soffits and in areas,
measured before removal of supporting shores: I/4" in
any 10' of length; 3/8" in any 20' length; 3/4" maximum
for the entire length.
B. In exposed lintels' sills' parapets' horizontal grooves'
and other conspicuous linesz !/4" in any bay or in 20'
length; 1/2" maximum for the entire length.
3. Varj.ation of lj-near building lines from established position
in plan and related position of columns, walls, anq
partltions:
A. L/2" in any bay; L/2" in any 20' Iength; 1" maximun
for the entire length.
4. Vari.atlon in the sj-zes and location of sleeves, floor Iopenings, and wall openingsz L/4'. I
5. Variation i.n cross-sectional dimensions of columns and beams
and in the thickness of sLabs and walls.
A. 1./4' minus; 1/2" plus
6. Footings:A. Variatlons in dimensions in planz t/2" minusi 2' p1us.
B. Misplacement or eccentricity: 2t of the footing width
in the direction of misplacement but not more than 2".
C. Thickness: 5t decrease or increase in specified
thickness for new sEructural slabs; no linit increase in
specified thickness for slabs placed on grade.
'7 . Variation in stePs:
A. In a f light of stairs: 1/8" rise,' 1/4" tread.
B. In consecutive steps: L/L6" rise; 1/8" tread.
*Tolerances apply to concrete dimensions
of vertical reinforcing steel, dowels' or
END OF SECTION O33OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
only, not to positloning
embedded items.
03300 4
I
I
I
I
I
I
t
I
I
I
I
I
t
I
t
I
SECTION O34OO
PRECAST CONCRETE
PART ],GENERAL
SUMMARY:
Section Includes: Precast Structural concrete work as shown onthe structural drawings. Plain architectural units, arch head
"Quoin' uni.ts, sill units, walI coping and colonnade base units,
as indicated on plans. Generally the color of archi.tectural unj.ts
should match the color range of stone as selected. Texture to be
heavy acid etch to light sandblast as selected.
SUBMITTALS:
Shop Drawings:
Submit shop drawi.ngs showing complete informatj.on for thefabrication and installation of precast concrete elements.lnclude special reinforcement and lifting devices necessary for
handling and erection.
Provide layout, dimensions, and identification of each precastelements. Detail inserts, connections, blockouts, jointsr.
accessories and openings.
Samples:
Submit three sets of architectural precast concrete finish samples
12" X !2n X 2" Eo show quality, coLo!, texture over fuIl range ofcolor and texture variations anticipated in tbe finish work.
Provide additional sampJ-es as reguested to arrive at acceptableresult.
QUALITY ASSURANCE:
Codes and Standards:
Employ a firm speciali-zing j-n precast concrete which has had a
minimum of 5 years successful experience in the fabri-cation ofprecast concrete units similar to the units required for this
proj ect .
Erection shall be by fabricator or simj-larly experienced installer.
Comply with the provisions of ACI
Concrete Institute, MNL-116 and MNL-117
Fabricator/Installer Qualifications :
301, ACI 318, Prestressed
as applicable.
! ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
r
I
03400 -1
Fabricator's
Design precast units to support live and dead loads as requi.red byappricabJ.e codes and in accordance with ACr 318. connecti-ons shallbe designed to accomrnodate 115t of the forces calculated from thedesign J.oading. Precast quoin arch units shall extend fuLlthickness of stone and concrete wall to provide finish conditionunder arch.
DELIVERY STORAGE AND HANDLING:
Deliver precasts concrete elements to the project site in suchquantities and at such times to assure the continulty of theinstallation. Store architectural units at Che project site toensure against crackj-ng, distortion, staining, or other physical
damage, and so that markings are visible. Lift and support units atthe designated lift points.
PART 2 - PRODUCTS
oasto
Des i gn: (Coordinate wj-th prec
MATERIAL:
Manufacturers:
Manufacturer as approved for bidding as follows:Stresscon Corporati.on, Denver Colorado, DenverPrecast, Inc., Winfrey Precast or approved equals.
Architectural Precast Units:
Reinforcement:
Reinforcing Bars: ASTM
Welded Wire Mesh: ASTM
FABRICATION:
A615, Grade 60.
A185.
concrete wal1 units. ) I
Architectural
I
I
I
I
I
I
I
I
t
I
I
I
t
Precast si1ls, base, wall coping, and arch head units shalL befabricated according to profiles indicated on drawings.
Fabricate precast concrete units complyj.ng with manufacturing andtesting procedures, quality control recommendations, and other
requirements of PCI MNLL16, and as specified for types of units
reouired.
Conform to tolerance reconunended by PCI . Include reinforcement,Iifting and anchorage devices and other items cast into themembers. I
COLOR: Provide color additive as selected (20 lbs/yard. min. )
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
t
I
I
03400 -2
I
I
I
I
t
I
I
I
t
I
I
I
I
I
I
I
FINISHES:
Special Finishes:
Architectural Finish: Acid etching and cleaning as may be required
to produce texture and color matching approved sample-
Apply sealer to exposed surfaces of archj.tecturaf precast units
upon completion of Suxface finish. Submit manufacturer's data for
approval . Suburban, weatherseal siloxane' two wet on wet
applications.
MISCELLANEOUS MATERIALS :
Grout:
Non-Metatlic Shrinkage-Resistant Grout: Complying with corps of
Engineers
CRD-CS88, Type A, 6000 psi minimum compressive strength.
Accessories:
Provide all clips, hangers and other accessories required for
installation of precast units and for support of subsequent
construction or finishes.
Anchor Bolts, Nuts, and $lashers:
Fabricate from AISI Type 302/304 stainless steel if in contact
with stone; otherwise, provide regular low carbon steel bolts and
nuts (ASTM A3O?) hot-dip galvanized, compJ-ying with ASTM A153.
Lead or plastic buttons of the thickness requj.red for the joint
size lndicated, and of the si-ze required to maintain uniform
joint width.
Coping: According to profiles detailed.
Sills, Base and Arch Head:
PART 3 EXECUTION
Installation:
Lift, place, and secure units in acCordance with manufacturer's
instructions and final shop drawings, keeping units tight and
perpendicular to bearing supports. Do not install units until
supporting members are in pJ-ace, secured and adequately braced.
Lift only at lifting points provided and install temporary
shoring and bracing as necessary.
Level unj-ts accurately.
- ANTLERS coNDoMtNtuMs ADDlrloN/RENovATloN
TOWN OF VAIL, EAGLE COUNW, COLORADO
T
I
03400 -3
Use bearing pads as required, andbearings, with bearing surface nocfinal shop drawings.
set slabs on solid, levelless than that shown on
I
I
t
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
1n
by
Repair damaged exposed surfaces as required. Level unitsacceptable condition to receive subsequent work. Seal_ant worksealant (separate) contractor.
DAMAGE AND REPAIR:
Minor cracking, chips, and spalls on structural elements whichoccur during delivery, handling, and storage, will be permittedif not detrimental. to the final appearance of the structure. Nomajor or unsightly j.mperfections or structural defects will bepermitted unless satisfactorily repaired. Architectural unitsmust be furnished and maintained in perfect condition.
Fabricator will make such repairs with materials and methodsacceptable to the ownerrs representative, structural engineer andarchitect. Replace unj.ts that are not repairable.
clean all archltectural units with detergents after installationand before sealing.
END OF SECTION O34OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
O3/IOO -4
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
SECTION 04100
MORTAR
PART 1 - GENERAL
WORK INCLUDED
9lork in this section includes mortar andplans and elevati_ons i"o "iice.r"r"r
criteria) .
RELATED WORKSECTION 01400 eualiry ConrrotSECTION O42lO Stone ienner Mu"orr.ySECTION 04220 Concrete Unit Masonrv
QUALITY ASSURANCEMortar and grout milgs shall be proportioned in strict compliancewith this specificatron.
work in this section shall be subject to testi.ng to verifycompli.ance.
STANDARDS:
comply with recommendations of Brick rnstitute of America (BrA)and National Concrete Masonry Associ_ation.
PART 2 - PRODUCTS
MATERTALS
PortLand cement sha11 meet the requirementsII cement with alkali content not to exceed
Color additive as required for stone veneerthe architect.
masonry grout, (refer toNotesr for structural
of ASTM C-150, Type0.6*.
mortar as selected by
Hydrated lime shall meet the requj_rements of ASTM C_ZO?
Use admixture ,rDry Block System,' h,ater repellent in aI1 mortarexposed to weather
Admixtures such as. .ai-r-entraining and antifreeze compoundsare strictly prohlbited.
MIXES
Mortar to be used with all masonry shall be ASTM C-2.70 type ,,S,,consistiag (by volume) of 1 part portrand cement prus r/a'.o r/Zpart hydrated 1ime, and sand aggregate not less than 2_L/4 andnot more than 3 times the sum oi-tne vorumes of cement and rime.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
o4100 -1
Minlmum 28 dav compressive strength. shal_L be 1g00 psi (minimurn) .f:::i"i:]or a-nd te*ture ;; -";;;;="ea sampre;offi as crosely as
SAI''PLE *ALL PANELS: Prepare 4' x 4, sample wa'ls of stone masonrymateriar for approvll ei:,or to frocee_diirg wiih-ioisrruction. showsrze' shape, joints, to10r r"rrq". of stlne -"r,J-'.o.t... prepareadditional sample walr.s i i -- i'"it:..:. - -rairs-"-"u.p."" are notacceptable to o,wnerrs Representative oi--a."ilitect. provideseparate arch wal.l sample panel for approval.
TESTING
Contractor shall. provide strength and quality controltesting at Contractor's expense.
PART 3 - EXECUTION
MIXING
Measurements for .site. batching of mortar sharr. be taken withcaribrated measuring instrumenis. "srroveii J"ifio"" wilr not beaccepted. ,
Mortar shall be rnixed for 3 minutes minimurn, 5 minutes maxj.mum ina mechanical batch mixer with the maxirnum ".oont of water toproduce a workable consistency.
Retempering is permitted for a period not to exceed r-L/2 hoursafter initi.al mixi.ng
PLACEMENTAll mortar sharr be praced within 2 hours of batchino.
COLD WEATHER CONSTRUCTIONThe use of mortar material that has been stored unprotected attemperatures below- 40" F for a period of more than 4 hours shallnot be used until material.s have been dried and tenperatui-sraj-sed to acceptable limits.
Mixing of mortars in cold weather (below 4Oo F) shall comply withthe recommendations of the concrete Masonry rnstitute 'arid theBrick rnstitute of America and these spe6ifications. l,tortar,after mixlng shalr have a temperature of not less than zo aegre-sF.
I
I
I
I
I
I
t
t
I
I
I
I
t
I
I
I
I
I
I
Maintai-n mortar temperature between 40" F and 120"masonry erection and for not less than 4g hours after F. during
placement.
END OF SECTTON 041OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
o4100 -2
t
I
I
I
T
I
I
I
I
t
I
I
I
I
I
I
I
I
I
SECTION O42LO
STONE MASONRY
PART 1 - GENERAL
WORK INCLUDEDProvide all materials, Iabor, and equipment as required tocomplete all stone masonry work as specified herein and asindicated on the Drawj-ngs.
Stone work shalL include veneer appli-cation over concrete.Foundations with support ledge, venee! over precast walls withsteel angle lintels, veneer on metal stud wal1s and veneer on
c.M. U.
RELATED WORK
SECTTON 01400 - Quality Control
SECTION 04L00 - Mortar
SECTION 0415L - Masonry WalL Ties
SEC?ION 04220 - Concrete Unit Masonry(Refer to nGeneral Notes', for structural criterj-a. )
QUALIIY ASSURANCECoordi-nate stone veneer
requirements.
SUBMITTALS
and substrate consErucE:-on
SAMPLES
Submit samples of stone to the Architect. Stone shall be 6" red,
nomj-naI thickness of local granite, generally in the rose, buff,greyr black and purple color range. Samples shall show extreme
variatj-ons in color and texture. Submit samples from dlfferent
sources in order to offer wi.de choi.ce.
SAMPLE PANELS
Prepare sample panels of stone walls (minimum 4'size, texture, coursing, joint color, and ful1co1or. Prepare additional number of sample panels
and/or owners approval if necessary.
DELIVERY, STORAGE, AND HANDLING
Stone shall be stored off the ground and coveredfrom precipitation.
SEQUENC ING/ SCHEDULING
ARCHITECT NOTI FICATION
X 4'I showingrange of stonefor archi-tects
for protection
3 daysThe Architect shal1 be notifled by the Contractor at leastin advance of the commencement of work in this section.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
04210 -1
PART 2 - PRODUCTS
MATERIALS
Local natural granite stone cobbles'
thickness. Color range rose, purple,
sliced to produce 6" nominal
buff, etc.
L' f +Yr.u
Provide
MORTAR AND GROUT: Mortar ASTM C 2'10, Type rSl with Portland
Cement. Use "Dry BJ-ock System: mortar admix at all mortar exposed
to weather. Refer Section 04100. Glout ASTM C4?6 3000 PSI mix i.n
accordance with ASTM C94.
LINTELS - provide steel angJ.e lintels as may be required at aL}
new openings. one at each wythe of masonry 5 L/2" X 3 I/2" X
3/8" minimum or as indicated on plans. 6'minimum bearing each
side of opening. For lintels of 6' in length and over use 5 L/2 X
5l/2 X 3/8". Unless noted otherwise on drawings. Use 5 l/2 x 3
I/2 x 1,/4 steel ledge angle where fastened to concrete walls.
I
I
t
I
I
I
I
I
I
I
t
I
t
I
I
I
I
T
T
CONCRETE UNIT MASONRY:
a. Hollow Load Bearing Units: ASTM 690, Grade N, Type
weight f'c = L500 PSI .
b. Masonry Units: 4 x 8 x 16 inch' o! as required.
speci.al units for corners, bond beams, Iintels and caps.
c. Exposed masonry shall match approved samples and sample waLl
panel.
PART 3 - EXECUTION
INSTALLATION
COURSING/BONDThe mason shall plan coursJ-ng and bond patterns so that the
veneer stone gives the general aPpearance of structural' walls
with larger rocks near bottom l/3 of wall and progressing to
somewhat smaller near the toP.
Provide galvanized ties keyed to dove tail anchors at the minimum
rate of one per two square feet of stone veneer over concrete
surfaces such as foundation, columns, wa11s, arch elements. etc.
Lay units with futl mortar beds on head and bed faces.
THRU WALL FLASHINGInstall 3O mil . self-adhering rubberized asphalt thru wall
flashing per 0?600-2; install weeps at 24" o.c. or as detailed.
Install flashing at all lintels, structural eLements and above
qrade at bottom of all walls.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
04210 -2
I
T
I
T
T
I
I
I
I
I
I
I
t
I
t
I
I
I
I
JOINTS
Exposed stone joints shal1 be tooled
concave finish to match sample panel
Provide maximum stone face exposure and
to a smooth, recessed,
as closely as possible.
minimum mortar showlng .
CONTROL JOINTS
Install control joints as shown, and/or as necessary' 3/8" wide,
fi-L1 w/foam backer and sealant.
Masonry to receive vertical reinforcing shall be aligned to form
an unobstructed continuous series of vertical spaces free of
weeping mortar. spaces to contain reinforcement shall be no less
than 2" in any dimension. fnstall horizontal reinforcing as
shown.
COLD WEATHER MASONRY
The use of masonry which has been stored unprotected at
temperatures below 40 degrees F for a period of more than 4 hours
shall not be used until units have been dried and temperatures
raised to acceptable limits.
Construction of masonry in cold weather (below 40 degrees F)
shall comply with the recornmendations of the Concrete Masonry.
Institute ind the Brick Institute of America and these
specifj-cations. Maintain mortar temPerature between 40 degrees F.
and 120 degrees F. Provj.de wj.nd shelters as needed and temporary
heat as required to assure proper morta! curing and to maintain
wall temperatures within stated limits for a period of not less
than 48 hours. Cover unfinished work during inclement or freezing
weather.
Cover masonry walls at the end of each work day. Protecting
coverings shall be of materj-al to prevent the penetration of raj-n
or snow into the masonry. Cover the top and both sides of wa1ls
exposed to weather. Coverings shall be held securely in place.
No masonry shall be placed on concrete nor on previously erected
masonry which has ice or moisture on its surface. No masonly
shall be ptaced on substrates which are below 40 degrees F.
TEMPORARY SUPPORT:
Temporary support of arch masonry openings with precast quoins is
required. This contractor shaII install steel angle support
t:.ntets/tedges, stone anchors, etc. to supPort masonry above top
of arches according to details and as necessary.
END OF SECTION 04210
ANTLERS CONDOMINIUMS ADOITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
04210 -3
I
T
I
I
t
I
I
SECTION 04220
CONCRETE UNIT MASONRY,
PART I - GENERAL
IIORK INCLUDED
Work in this section includes new concrete unit masonrv workindicated on the Drawinqs.
RETATED WORK
SECTION 01400 - Quality Control
SECTION 04100 - Mortar
SECTION 042f0 - Stone Masonry,Refer to 'General Notes' for structural criteria.
QUALITY ASSURANCEWork, workmanshi-p, materials, and procedures in this sectj-onshall be performed according to the recommendations of theNational Concrete Masonry Association (NCMA) .
TESTING
I The Contractor shall conduct at his own expense, all testing
necessary to assuxe compliance with the Contract Documents.
T SUBMITTALSI
SAMPLES
Submit samples of concrete masonry units. Submit 3 block units of
each type or fj.nish for approval .
DELIVERY, STORAGE, AND HANDLINGStore materials above ground covered for protection fromprecipitation.
ARCHITECT NOTI FTCATIONNotify the Architect three days prior to beginning work in this
section.
PART 2 - PRODUCTS
MATERIALS
CONCRETE MASONRY UNITS
Hollow load-bearing light weight concrete block, Grade N' Type I
or II per ASTM C-90 with ASTM C331 aggregate. CMU as manufactured
by VaIIey Block Co. or Best Block. Utilize Forrer Industries "Dry
Block" water repellent system for all light weight concrete block
exposed to weather, including integral concrete block Admix and
Integral Mortar Admix in strict accordance with manufacturer's
spec5-fications. Below grade foundation wa11s, surfaces to be
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COTORADO
I
I
T
T
t
I
I
I
t
t
04220 -1
dampproofed, Refer to Section 07100, CMU covered by veneer andinterior patching shall utilize smooth faced standard CMU.
FIRE RATED MASONRY:
Provide concrete masonry units 8' x 8' x 16' for 2 hour ratedwalls as scheduled or noted and for 2 hour rated shafts, garage
infitl, walls, etc. as necessary and/or as required Code.
SPECIAL SHAPES
Provide special manufactured shaPes of concrete masonry units as I
necessary.
MORTAR AND GROUT: ASTM C 270, Type S, with Portland Cement and Icolor additive. Use mortar Admix "Dry Block System" water
repellent.
ACCESSORIES as necessary and/or recommended by manufacturer.
PART 3 - EXECUTION
INSTALLATION
Masonry units shall be dry when laid.
The mason shaIl plan his coursing so that bond paEtetns will.
remain consistent over masonry openj.ngs.
Lay unj-ts with full mortar coverage on horizontal- and vertical
face shells. For units requiring grouting; apply mortar to webs
also.
Expose-to-view mortar joints shall be raked to a smooth, dense'
concave finish to match groove. Other mortar joi.nts shall be cut
flush with masonry.
Strike joj.nts flush at surfaces scheduled to receive plaster or
furred drywall finj.sh, or to receive coating I
As work progresses, clean all excess and weeping mortar from face
and cell side of all joints.
CMU planter walls to receive stone veneer shall be constructed in
running bond, joints filled flush utilizing 4" thick units-
Provide 3/4" dia. copPer weep pipes at 5r o.c. or as shown along
planters for drainage.
REINFORCEMENT:Horj-zontal masonry joint reinforcement, truss design 9 gauge
wire, galvani-2ed, 'Dur - o - wa1l' or equal shal1 be placed so
that longitudinal wires are located over face-shell mortar beds'
and are fully embedded in mortar. Minimum mortar coveragez 5/8"
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW. COLORADO
I
I
T
I
I
I
I
I
I
T
I
I
I
04220 -2
I
I
I
I
to exterior face ; wall; !/2n aII oth.tOrocations. Lapreinforcement 6' rninimum. Use factory-fabricated corner andintersection sections. UnIess otherwise indicated, installhorj.zontal reinforcement at 16" o.c. beginning with first course(8' above base of masonry) .
Provide galvanized corrugated ties for stone veneer. Penetrate
sheathing for direct connection to steel stud framing, I' o.c.vertically, 16" o.c. horizontally.
FIELD QUALITY CONTROL
Concrete masonry work shall be plurnb, true to li-ne, with level
I courses accurately spaced. Rack coursing at end of work day
I (toothing is not acceptable).
TOLERANCE FOR CONCRETE UNIT MASONRYL. Maximun variation from plumb in vertical lines and surfacesof columns, wa1ls and arises:a) L/4 i-n. (6.4 mm) in 10 ft. (3 rn) .b) 3/8 in. (9.5 mm) in a story height not to exceed 20 ft.
(5m) .c) L/2 Ln.12.7 run) in 40 ft. (12 n) or more.
2. Maximum variation from plunb for external corners,
expansion joints and other conspicuous lines:a) l/4 Ln. (6.4 mm) in any bay or 20 ft. (6 m) .b) t/2 in. (12.7 mm) in 40 ft. (l-2 m) or more.
3. Maximun variation from level of grades for exposed lintels,
si11s, parapets, horizontal grooves and other conspicuouslines:a) L/4 in. (6.4) in any bay or 20 fE. (6 m)b) L/2 in. (12.6 run) 1n 40 ft. (12 m) or more.
Maximum variation from plan location of related portions of
columns, walls and partitions:
a) L/2 in. (L2.7 nun) in any by or 20 f:'. (5 n).b) 3/4 in (19 mm) in 40 ft. (12 m) or more.
5. Maximum variation in cross-sectional dimensions of columns
and thicknesses of walls from dimenslons shown on drawings:
a) Minus t/4 Ln. (6.4 mn).b) Plus 1/2 in. (12.7 mm).
ADJUSTING AND CLEANINGThoroughly remove all surplus mortarr drippings' and other
undesirable substances from exposed masonry and adjacent
surfaces. Initial cleaning with water and detergent. Use mj-ld
muratic acid .(5*) cleaning by brushing and water rinse only if
other cleaning solution fails. NO hiqh pressure water blasting or
strono muratic acid.
I
I
I
I
I
I
I
I
I
I
I
T ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
r
I
04220 -3
MASONRY OPENTN
Provide lintel support at all new openings for ductwork, etc. Use3 L/zn X 3 L/2' X 3/8" angle for each 4n thickness of wall,
minimum, up to 5' opening width or as otherwise noted on plans.Provide temporary support of masonry openings and/or installlintels into masonry joints prj.or to removal of waII area below.
Provj.de 6" minimum bearing each side.
COATING CMU:
Nevr masonty waLls at planter areas
coats dampproofing.
END OF SECTION O422O
shalL be painted with two
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
t
I
I
I
t
I
t
I
I
I
I
T
I
I
I
I
I
04220 -4
I
I
I
I
I
I
t
I
t
I
t
I
I
I
t
I
I
I
I
sEcrroN 05500
METAL FABRICATIONS
PART 1 GENERAL
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
VIORK INCLUDED
iffisectionsha11inc1udeal11abor,materials'andinci.dentals for metal fabrications not included in other
sections of these specifications, including, gates' handrails'
g"iidiiir", miscelllneous beams, angles, columns' Iintels'
iiii"", etc. rauiicate guardrai-l sections of solid steel bar
-siocf< 'as detailed. Fabricate exterior handrails and interior
stairwell rails of L L/4" diameter pipe as shown. Fabricate
steelstairSystemsaccordj.ngtostructuraldetails.
Prefabricatea steLt-siairs may be used at contractor's option'
Provide"specia}inspections'perUBCSectionlT0llelativeto
structural welding ana/or structural General Conditions
APPLICATOR QUALI FICATION/CERTI FICATION
Al1 welders to Ue Lmpf"Ved in the work shall have certification
"i having satisfaJ6tiiy passed appropriate Aws qualification
tests within the previous 12 months '
QUALITY ASSURANCEMaterials ana w&k in this section sha1l comply with current
recommendations oi tn. American Insti-tute of Steel Construction
Inc. (AISC) . The AISC Specifications for the Design'
Fabrication and Erection of Structural Steel for Buildings and
Bridges, fatest edition, are hereby made part of these
specification to the same extent as ii they were incorporated
herein (except as amended or superseded .-by- the Contract
Documents. Refer structural "Generil Notes". The contractor
shall provide "special inspections" according to Structural
GeneraL Conditions. (refer Section 0L400)'
SUBMITTALS
SHOP DRAWINGS AND PRODUCT DATA
Submit shop drawings to the Architect for all work in this
section. shop ari"inqs shall clearly indicate member sizes'
spacings, locations, and connections'
CERTlFICATES
submit copies of welder certification to the structural engj-neer'
INSPECTION REPORTS
provide repoits to ownerrs Representative structural Engineer and
Town of Vail Building Inspection Division, refer Section 01400'
oSsoo -1
. .-.I
PART 2 - PRODIJSfS
MATERIALS
Materials shalt be provided with a shop-applied single coat of
zinc chromate or red oxide paint, except:
L. steel to be encased in concrete, and
2. surfaces to be field welded'
3. surfaces to receive fire proofing
FABRICATION
iffitructuralsteeltomeetAIScspecifications.Markfor field assembly. Form curved angle framj-ng to radius
required.
structural steel: ASTM A 36 unless otherwise indicated- Pipe
ASTM A 53' TYPE E or S' Grade B or ASTM A 501, tubes ASTM A
501.
Concrete Inserts: Malleable iron, ASTM A 47, hot dipped
galvanized inserts, steel bolts, nuts' washers, etc'
shop Painting: Paint structural steel and fabricated metal and
miscellaneous metal with shop primer, except items to be
embedded in concrete or masonry which shatl receive
galvanizi-ng.
provide for bolt or weld anchoring of framing nembers as
iequiiea for loading according to code or as indicated.
PART 3 - EXECUTION
PREPAR,,,ATION
Provide temporary shoring and bracing as requj.red to maintain
the work in-a safe and stlble conditi.on during erection.
provide templates and other devices as required for
accurately piesetting bolts and other anchors'
lNSTALLATIONMeettherequ].rementsofAlscspecificationsandCodeof
Standard praciice and these specifications, as well as wind and
snow loads as required Per code.
FIELD QUALITY CgNTROL
Stee1 members snl.LITe free from twists, kinks' bucklesr or open
j;i;4": riera correction of fabricated items by gas cutting
shallnotbepermittedunlessauthorizedbyEngineer.Provide
inspections according to structural General Conditions.
I
I
I
I
t
I
I
t
I
I
I
I
I
I
I
I
I
t
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
05500 -2
I
I
I
I
t
I
I
I
t
I
I
I
I
I
I
t
t
I
I
ADJUSTING AND CLEANIO
@rectj-on' clean
mortar, and other forej-gn rnaterials.
or previously unpainted surfaces with
STRUCTURAL STEEL: StECl
alL steel of mud, dirt'
Touch-up scuffed, chipPed'
zinc-chromate Paint.
Fabricate to dimensions shown
teel bar stock of sizes and tYPe
detailed. Fabricate stair handrails of t L/4" steel pipe with
supports, brackets returns, extensions, etc' according to
Unitorm Building Code, ANSI A lL7.L specifications and as
reguired. Fabriclte steel balcony railing. of steel tube stock
acdording to detaits and/or code requirement-s for height'
support -and spacing. Fabricate exterior ramp handrails of 1
L/7i' steel pipe, install complete with concrete walk piPe
inserts, and/ or wall brackets, etc. as necessary'
STAIR HANDRAILS: Provide new 1 t/4" diameter pipe handrails at
ffils per ANsr A L17.1- and u.B.c.
STEET STAIR SYSTEMS: Prefabricated steel stairs with steel Pan
ffirirr on steel stringers with open rise19.
Utilize steel grate treads where shown, galvanized steel bax ! I/2"
height X 3/L6n thick, 4' cross bar centers fabricated with cast
abrisive nosing, manuiactured by Mc Nichols Co. or approved equal .
roof framing system, cross bracing'
structural plans and details.lintels, etc.,
END OF SECTION
as shown on
05500
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
STEEL RAILING AND GUARDRAILS:
05500 -3
I
I
I
I
I
I
I
I
I
I
I
t
t
I
I
I
I
t
T
sEcrroN 06100
ROUGH CARPENTRY
PART 1 - GENERAL
WORK ]NCLUDED
AII rough carpentry work as shown on drawings or as required to
complete the work includj-ng cold roof construction, wood stairs'
wood railings, furring, grounds, shims' back-up bloeking, framing
nailers, flashing, sub-framing and miscellaneous.
RELATED WORK
SECTION 06200 - Finish Carpentry
QUALITY ASSURANCE
Lumber shall meet the requirements of U.S. Department of Conmerce
voluntary product Standard PS20-?0 'American Softwood Lumber
standardl . and plywood shall meet the requirements of Product
standard 1-74 NAsI-199.L and bear proper identification of such.
In the absence of other information, the Standards the following
organizations apply:
American Plywood Associati-on (APA)
Architectural Woodwork Institute (AWI)
National Forest Products Association (NFPA)
Western Wood Products Association (lfvfPA)
PART 2 - PRODUCTS
A11 lumber shall be kiln dried to moisture content 18t maximum.
Specles: Douglas-Fir, Southern Pine, Hem-Fir
AII roof related Iumber, including fascias, perimeter flashing
sub-frarning, sleepers, blocking. shall be pressure treated with
"Penta Chloride" or equal .
Plywood for each use shalt cornply with requirements of "softwood
p1!'wood/construction and industrial' PS 1 by U. S' Dept' of
Commerce. Use exterior glued plywood for cold loof assembly and
substrate for redwood siding, etc.
PART 3 _ EXECUTION
INSTALLATION
Provide fire retardant treated lumber blocking at all mounting
locations of handrails, specialties, door stops, grab bars'
plumbing fixtures, lurninaries, casework, miscellaneous eguipment'
lnd all other surface mounted j-tems as required for proper
anchorage. Blocking shal1 be 2 x 6, continuous between studs,
etc. C6ordinate hlignts with requirements of ANSI A 117 .l-
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
06100 -1
Standards. f n"ti. blocking for grab U.t" J"11 condominium unit
baths for future adaptable handicapped accessibility as indicated
on unj.t plans
PRESSURE TREATED MATERIAI
Brush apply specified preservative solution liberal1y to all
fietd cuts in pressure treated material .
SOFFIT VENTING
Install soffit vents according to Code reguirements at all steel
framed roof soffits.
UNDERTAYMENTrnstall 15# felt or approved building nraP over sheathing as
required by code at all wallsr balcony, corridor rails' etc. and
under all board siding.
NAILING
Minimum requirements Per "Recommended Nailing Schedule" published
in the curient NFPA "l'tanual for Housing Framing".
END OF SECTION 06100
t
I
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
I
I
o6'too -2
t
T
I
I
I
I
I
I
I
I
t
t
I
I
I
t
t
I
I
TYPES OF ARCHITECTURAL WOODWORK: Include but are not limited to
SECTION O6200
FINISH CARPENTRY
PART I - GENERAL
WORK ]NCLUDED:
supprv ana=nstall conplete Finish carpentry wor.k as shown on the
Oriwings as specifiid herein and as reguired to install
access5ries, counters, window sills, appliances' valences, base'
trim, casing and cabinets. supply and install redwood siding as
shown on plans, elevation and details
RELATED WORK:
SffiroF-O6T6O - Rough carpentry
SECTION 06201- - CountertoPs
SECTION 09900 - Painting
SECTION 12300 - Manufactured Casework
SHOP DRAWINGS:
Subm-iE--Sh-op Drawings of cabinet,ry, railing and rnillwork large
scale showing si-zes, materials, grain run, methods of
construction, - fillers, connection to adjacent members and
installation. Indicate all backing.members for installation and
all hardware. Conform to Section 01340 Shop Drawinqs, Product
Data and sarnples. confirm field measurements pri-or to
fabrication.
COORDINATION:e66ffiETilork with
work to satisfaction
DELIVERY AND STORAGE:ffis
enclosed area.
all other Trades as required to complete
Owner and Architect.
under protective cover and store within dry
ARCHITECTURAL WOODWORK :
ffi (in addition to iterns so designated on the
drawings) all miscellaneous exposed wood members comrnonly known
as finish carpentry or millwor[, unless such items are specified
under another Section of these specifications '
Standard and
Cabinetry
Miscellaneous
Wood Railings
Wood Base
Shelving
Countertops refer Section 06201
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW. COLORADO
Running Trim
Patching, Relocations and Installati-on
06200 -1
-I
QUALITY STANDAR!5:
Except as otherwise shown or specified, comply with Architectural
Woodwork Institute (AWI) "Quality Standardsr. Comply with AlfI
300, 600, 700 and 800 series standards as applicable.
MEASUREMENTS:trfrore proceeding with woodwork required to be fitted to other
construction, obtain measurements and field verify dimensions and
comply with any shop drawing details as required for accurate
fit.
OPTIMUM MOISTURE CONTENT:
I
I
I
I
I
I
t
I
I
t
I
I
I
I
I
t
I
I
t
KiIn dry
ranges,
standards
woodwork to an average moisture content withinor as otherwise recommended by applicablefor regional climatic conditj-ons involved.
9t to 12tquality
SAMPLES FOR ARCHITECTURAL WOODWORK:Architect for appearance and
finish only. Compliance with aII other requirements is the
exclusive responsibility of the Contractor.
JOB CONDITIONS:EEfrhffiSFrate and installat,ion conditions. The installer
must exarnine the substrate and the conditions under which theglork under this Section is to be performed, and notify the
contractor in writing of any unsatisfactory conditions. Do not
proceed wlth Work under this Section until unsatisfactory
conditions have been corrected in a manner acceptable to the
installer.
PART 2 - PRODUCTS
MATERIALS:
WOOD RAILINGS (HANDRAILS): 5/4 C Grade pine' KD, S4S, finger
groove and eased edges. Stain finish refer Section 09900.
HALF WALL CAP RAIL: 3/4" C Grade pine' kiln dried' S4S.
STANDING AND RUNNING TRIM' rniscellaneous trim, door frames, base,
etc. Select knotty pine, S4S, rnarked by WCLIB or WWPA for stained
finish, kiln dried, shapes as detailed Utilize 3/4" X 3 1/2' for
door and window casing/trim (add 3/4" x 3/4" on top of door,
typical). Utilize 3/4" N 5 I/2" sliqhtly eased chamfered edge for
base. Use for trim around windows, sliding,/hinged glass doors'
eEc.
CABINETRY: Refer Secti-on 12300 Manufactured Casework.
WINDOW SfLLS,' JAMBS AND HEAD EXTENSIONS: Shall be select plne,
54S, kiln dried 3/4" thick, for stain finish as selected by
Architect.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
06200 -2
I
T
I
I
I
I
I
I
I
CEDAR SIDING: A cand pre-srained mf.:l*il:;#;. TffI; ii.lliYi.:ffi::':"fli:g
over 5/8' gyp. sheathing
REDWOOD SIDING: Clear, aIl heart, kiln dried, resawn texture'
factory flood stain {semi-transparent) HorizontaL rail walLs 5n
bevel pattern siding. Vertical 8n channel lap siding pattern.
Apply redwood siding over 5/8" exterior plywood sheathing and
underlayment.
SHELVING: Exposed shelving at open fixed shelves and audio/TV
cabinet shall be 3/4" AA fir plywood edged with select pine S4S,
K.D. for stain finish, reinforce shelving as required.
CLOSET SHELVES: Support preflnished particle board shelves with
1" X 4" cleat support on 3 sides and KV-2 closet rod. A11 shelves
over 58" length to be installed with a Kv 1194 center support.
Shelves shall be, Iocated 5'-0" max. above fj-nished fLoor or as
noted. Rod shal1 be located 2" bel-ow shelves. Manufacturer's K
and V, Solar Hardware, Hoover, or Franklin
WOOD STAIRS: Prefabricated with 2 X !2 fir stringers, 5/4
particle board treads, 3/4" pine risers for carpet finish.
WALL CAPSz t 1-/2" x 5 l/2" Select knotty pine.
I UNIT STAIR HANDRAILS: L I/2" X 5 t/2" select pine for stainr finish with fj-nger groove according to Code.
ADHESMS: Adhesive used to join gyPsum wallboard to wood shall
be "construction adhesive" or "gypsum drywall adhesive' by
Franklin Glue Company, Hybond Pane1 Adhesive by Plerce and
Stevens or equivalent
CAULKING: Shall not crack, flow or harden between temperatures of
10 degrees F. below and 150 degrees F above zexo, suitable under
stain or paint finish.
CASEIN GLUE: shall meet or exceed Federal Specification MMM-A-
I 125-Type B l- and 11 or Borden Phenol-Resorcinol Lt-68D Casophen
I with Catalist FM-125 D.
PART 3 - EXECUTION
FINISH CARPENTRY INSTALLATION:
PoeJer drive screws at exterior;
finish or casing nails at j-nterior. Set nails for putty stopping
in surfaced members. Haruner marks not acceptable on any exposed
finished surlace and will be cause for rejection of Work by
Archltect.
I
I
I
I
I
I
I ANTLERS coNDoMlNruMs ADDrrtoN/RENovATroN
TOWN OF VAIL, EAGLE COUNW, COLORADO
T
I
06200 -3
Make all "r,o "p?"es, exposed in finisnea rillers, bever spricest
and not square butted. Install members in as long lengths aspossible
Install Work to details shown, plumb' Ievel and to line and
securely anchored. Make scrj-bes' where required, accurate. Miter
all corners of trim.
Provide and install other miscellaneous millwork items and
related Work required to conplete Work of this Section.
Prepare all woodwork installed here under by cleaning and sanding
as required to receive finishes specified in Section 09900
Painting.
Repair damaged or defective work as directed.
Adjust and lubricate hardware for Proper installation.
Clean exposed interior and exterlor surfaces.
Clean and touch up shop finished woodwork as required and remove
and refinish damaged or soiled areas of finish.
END OF SECTION 06200
ANTLERS CONDOMINIUMS ADDMON/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
T
T
t
I
I
I
I
T
I
t
I
I
I
I
06200 -4
I sEcrroN 06201
I
COUNTERTOPS
I PART l_ _ GENERAL
T QUALITY ASSURANCE
I FieLd verify conditions and dimensions to receive counterE.ops,prior to work in this section.
I SUBMITTALS
I sHoP DRAWTNGS AND PRODUCT DATA
I Submit shop drawings of countertops..
PART 2 - PRODUCTS
I MATERIALS
I plyrlooD FoR couNTERTopsI 3/4" thick C D exterior grade plywood countertops to receiveceramic til-e' stone tile or selected finish. Moisture content not
I to exceed 8 percent. Thickness 3/4 inches unless indicatedI otherwise. Panel sj-ze: as requi-red to minimize field joints. Edgered oak' or tile nosing as selected. Plastic Laminated finish at
I reception front desk, banquet bar counters, kitchenettes, etc. as
I indicated.
T PLASTIC LAMTNATE
I Standard Plastic Laminate sha1l be .042 inch thick general
purpose high pressure lamj.nate plastic surfacing material-. Color
I and pattern selected by the Architect. Finish: matte textured.
I Plastic laminate shall meet or exceed Federal Specification LP-r 508-F, Style D, Tlrpe 1, Class L, as well as NEMA Standard LD-3-
1957 and LD-3-1964. It shall withstand heat to 250 degrees F.
I CUTOUTS
Provide cutouts for equipment and utilities indicated on the
I drawings. Inside corners of cutouts shall have L/8 inch minimumt radius, to avoid stress cracking.
T PART3-EXECUTION
I
INSTALLATION
I fnstall countertops at bath vanity cabinets and unit kitchens as- shown or required.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION 06201 .1
TOWN OF VAIL, EAGLE COUNW, COLORADO
T
T
rnstaLl custom counter at reception front desk, banquet and barcounters' kitchenettes, etc. as shown ana oernonstration bar passthrough to banquet room with sguare oak edge on L !/4- plywood,no backsplash, refer details.
scribe countertops aa required to provide tight joints withadjacent construction.
rnstalL sear-ant at joints between countertop and adjacentmaterials' and at penetrations in countertops, as specified inSection 07920 - Sealants and Caulking.
END OF SECTION O62OL
I
I
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO I
06201-2
I
I
I
I
I
I
T
I
t
I
I
I
I
I
I
I
sEcTroN 07100
WATERPROOFING AND
PART I - GENERAL
DA}IPPROOFING
gfork included: Deck waterproofing of parking/drive court deck
above garage. waterproofing of all below grade concrete
foundations. enclosing garagef living units, boiler room'
kitchen, storage, mechinical and maintenance areas. Dampproofing
for all planteis, retaining walls at planters, etc. Slope finish
deck surface I/4"/1' min.
PART TI - MATERIALS
Specifications based on W. R. Grace construction Products
required at alL wall and deck surfaces enclosing usable space and
all terrace planters.
Waterproofing:
Deck waterproofing (parking/drive court deck above garage) i --lnstalL system 40b0 as rnanufactured by W. R. Grace utilizj-ng 60
mil "Bithutene" membrane, 2" sand setting bed for 3n precast
concrete pavers, etc. Use "Hydroduct HSF" prefabricated drainage
composite at all paved areas, under walks, plantersr etc.
Installed according to manufacturerrs instruction.
Wall waterproofing (Alf foundation walls of garage, mechanical-'
boiler, stbrage, stairs, elevator Pit, kitchen, etc. ) : Install
'Bituthene 4OOO" waterproofing membrane to all foundation walls
according to manufactures directions over System 4000 surface
conditioier/primer. install L/2"'Hydroduct" drainage composite
over waterpioofing membrane. Integrate drainage composite with
perimeter drain.
Dampproofing and Moisture Barriers: Required at. all free standing
retaining walls, terrace foundation waLls' stair wa11s, etc'
Hot asphalt dampproofing: Prime concrete with asphalt primer ASTM
D 41 lnd apply hot asphalt ASTM D 449' Type A in two coats
totaling 5 ga1. (35 lbs.) per 100 sq. ft.
Adhere foundation and planter membrane with adhesive compatible
with waterproofing where indicated on detaifs, (Refer Section
07200) .
Flashj-ng: Provide 30 ni1 elastic flashing sheet at all window
heads, door heads, sliding door thresholds and entry door
thresholds, etc. Use 30 rnil self-adhering. rubberized asphalt
flashing at stone masonly, above steel lintels' at cavity
bottomsr etc.'
I ANTLERs coNDoMrNtuMs ADDtrtoN/RENovATtoNr TowN oF vAtL, EAGTE couNw, coLoRADo
I
T
07100 -1
o
EXECUTION
Do not apply hot bitunen under conditions that would cause
foaming (due to moisture).
Optional cold single component rubberized bitumen: Manufactured I
by QSC Products or equal. Apply by spray or roller to uniform 20 Imil thickness according to manufacturer's recorunendations. I
Install "Hydroduct' at bottom of aII tenace planters. Integratedwith 3,/4" copper neeps through walls. Refer to detaj-Is on plans. I
END OF SECTION O?1OO
I
PART 3 -
InstalI waterproofing systems in
manufactures instructions utilizing
membrane, drainage composi.te, etc.
expansion joint flashing as required.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY. COLORADO
strict accordance with
pr5-mer, t,ermination strips,Provide drain flashing and
I
I
T
T
I
I
I
I
I
I
I
I
I
t
07100 -2
I
t
t
I
I
I
I
I
I
t
I
sEcrroN 07200
INSULATION
PART 1 - GENERAL
$IORK INCLUDED
Roof insulation (tapered), wa11 insulation (rigid and batt)
ceiling/soffit insulation (rigid and batt) as indicated. Sound
attenuation batt at party walls, corridor wa1ls and,/or as
scheduled.
SHOP DRAWINGS AND PRODUCT DATA
Subnj-t shop drawings of TAPERED ROOF INSULATfON system for flat
roof areas (minj-num slope t/4"/t' to drains).
SEQUENC ING / SCHEDULING
ARCHITECT NOTIFICATIONNotify Architect three (3) days prior to covering any portion of
roof insulation.
Notify Architect three (3) days prior to conmencing cavity wa11
insulati-on installation.
PART 2 - PRODUCTS
MATERIALS
ROOF INSULATION shal1 be resistant to the absorption of moisture.(No fiberglass or wood fiber products except as roof cover
board. )
Provide tapered lL/4"/Lt\ extruded polystyrene insulation board
of 1 1/2" minlmum thickness at drains sloping to 9 t/2" maximum
at perimeter, installed under L/2" wood fiberboard to provide R-
20 minimurn average assembly value according to ASHRA Standard 90'
single ply built-up roofing application. (Refer to roof p1an.)
Glass Fiber Insulation Blanket: FS HH I521, Type L, l-.5 lb. min.
density K value 0.27, foil faced. Use 10" thi.ckness at all roof
rafters and/or attics and at all ceilings below usable space
exposed to outside air.
Mineral Fiber Insulation: FSHH-1-52]-, lype !, 3 Ib. min. density'
to be utilized for party wa1l sound insulation. (Refer to Plans.)
Use 6" thickness at exteri-or stud walI. Use 3 L/2" thickness to
thickness at inside furred concrete walIs. Use I L/2" thickness
minimum elsewhere in furring, etc.
I
T
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
07200 -1
Foundation ,n"!|ution: L Llz"'styrofol' rigid
polystyrene square edge board meeting ASTM C 578 Tlpe
absorption 0.1$ by volume (ASTM C272). Extend down
finished grade.
extrudedIV, water42" below
Urethane Foam Insulation: Polyurethane foam to meet non-
combustible and smoke emission standards aceording to UL, HUD'
and FM Class A. Install 3' thickness at outside face of
exterior precast concrete wdl1s under synthetic stucco to
provide R-11 value according to ASHRA Standard 90. 6" thickness
at precast plank roof,
Fiber Board Roof Insulation: Carlisle H.P. Recovery Board, 7/2"
thick, ASTM C208, Class E, F.M. Class 1.
MANUFACTURES
Foamular, AFlt Corporation, Al,tOCO Foam Products Company, Dyplast,
GAF, Dow "Styrofoam", John Manviller Celotex, Fiberglas. Roof
insulation as approved by roofing manufacturer for Class B Roof
Assembly.
PART 3 - EXECUTIONWall insulation board shall be 3' thick rigid urethane board for
installation at all existing exterior concrete furred walls. 5"
R-19 fiberglas batt insulation at new exterior metal stud walls.
3" Sound Batt insulation at aII party walls between reception and
offices, banquet and lobby/hall, 01 bedroom additions and 7
employee units, beEween offices, between public halls and units'
between four lock-off bedroons and condominiurn units and/or as
indicated on plans.
I NSTALLAT ION /APPLICAT ION /ERECT ION
Fasten rigid insulation w,/adhesive approved by manufacturer.
Fasten batt insulation by compression fit and/or according to
manuf acturers recommendations .
TOLERANCESUtilize tapered roof insulation slopes to achieve I/4 inch per 1
foot average toward roof drains refer roof pIans. t I/2" thick
insulation minimum at roof drains.
Instalfation in strict accordance with rnanufacturers
specifications and according to reguirements of Town of Vail
roofing inspector. Review tapered insulation layout with Roofing
Inspector to secure approval prior to beginning roof insulation-
Fi11 all spaces between stud waLls and slabs, window panning
heads, jambs and sills, exterior hollow metal door frames to wall
material and above window wall store front, etc. with insulation.
END OF SECTION O72OO
ANTLERS CONDOMINIUMS ADDITION/RENOVANON
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
T
I
I
I
o720o -2
I
t
I
I
t
T
T
I
T
I
T
I
I
I
I
t
SECTION 075OO
ROOFING
PART ]- . GENERAL
WORK INCLUDED: Roofing of all new building roof areas. Membrane
roofing at flat lobbyToffice area. concrete tile "co1d Roof" at
all new construction sloping roof areas. (Refer roof plan and
elevations. )
SYSTEM PARAMETERS
The installed roof assembly shall satisfy the minirnum criteria
for Town of vail roofing inspector and as follows: Meet with
Roofing Inspector on-site to receiye app-roval qf gntire rogfing
insulatj-on' slope, -4rainsr .overflgw'cold roof ventilation, etc. prior to proceedrng wrcn roorrng
-rrk. -
a. Wind: FM I-90 wind uplift. All roofing systems j-ncluding
coping, flashing and membrane attachment must comply with
I-90 criteria.
b. Fire: UBC Class B rated noncombustible decks. Comply
with UL Standards, U B. C. and Town of VaiI Roofing
Inspector's approval .
QUALITY ASSURANCE
Manufacturer QuaLifications :
a. Minimum L0 consecuti-ve year history in the manufacture of
roofing materials.
b. Applicalor certification program rnust be available from the
manufacturer -
c. Minirnum two (21 years guarantee on membrane and concrete tile
roofing systems, agreeing to repair or replace roofing'
flashing lnd concrete til.es which 1eak or deteriorate
excessively or otherwise fails due to failure in materials or
workmanship.
PRODUCT OUALI FICATIONS :
Product support: The product shall be represented by a full time
individual- or firm based in Colorado. Products supported by part
time or regional rePresentative will not qualify.
I ANTLERs coNDoMrNruMS ADDrloN/RENovATtoNI rowN oF vArL, EAGLE couNTy, coLoRADo
I
I
07500 -1
APPLICAToR QuN,*CATIoNS :I
T
I
Certified by roofing manufacturer to install and service ppoposed
warranted roof system. Such certification shall have been issued
and in effect NoT LESS THAN two years PRIOR TO THE BID OPENING
DATE.
Supervisor Qualifications: Certified by roofj-ng manufacturer for
the proposed roofing system. Provide names of Trainee, Trainer,
System(s), and Date of Training for each certified supervising Iroofer proposed to participate in the project.
SUBMITTALSa. Comprehensive product information
b. Technical specifications
CONCRETE TILE ROOF (COLD ROOF SYSTEI{): Install cold roof system
according to details, Install 40 mil "Bituthene lce and Water
Shield" on 5/8n ext. plywood over metal decking or rigid
insulation, (mechanically secured). Install 2 X 2 sleepers over
ice and water shietd and 30* felt with concrete tile manufactured
by "Westile" Beaver Creek Blend' (or as selected) , over 1 X 4
battens. Provide and install ridge and rake tile.
EPDM SHEET SYSTEM: Carlisle Ti're and Rubber Co.'Sure Seal';
Design A. Adhered system. EPDM synthetic rubber' (Ethylene
Propylene Diene Monomer), in 60 nil thick sheet, longest widths
(up to 40') suited to application, 50 to 70 Shore A hardness'
1400 PSI strength, ]-25 lbs. per inch tear strength, 300t
elongation, t75 degrees F. brittleness temperature' as produced
and recommended specifically by manufacturer for use in adhered
roofing system. A1l attachment' curb, expansion joint and
flashing detaj-ls according to manufacture!'s standards.
Equivalent manufacturers only as specifically approved by owner
and Architect. Provide manufacturerrs 10 year membrane system
warranty.
INSTALLATION: Comply with manufacturer's instructions for
membrane system, roof deck. conditions' insulation' etc. as
approved by Carlisle Syn Tec Systems.
WARRANTY: Completed roof systems shall be inspected by
manufactures technical representatives and shall issue a two year
guarantee /warranty.
EXECUTIONInstaII concrete tile cold roof and tapered membrane roof system
according to manufaCturer's reCommendations. Accommodate any
necessary equlpment, conduit' vents, ducts, expansion joints and
curbs as regui-red to insure water tight roofing installation.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
T
T
T
I
I
I
I
t
I
T
07500 -2
I
I
I
I
t
I
T
I
I
I
I
I
I
I
T
RemodeL andlouvers.'t.-in"lll existing or nest air- intake,/exhaust
CONCRETE TILE ROOE: Install according to cold roof system toprovide outside air circulation over all heated roof areas via
fascia blocking, ridge/hip vent assemblies' (including dormer
ridges) . Install 40 mil "fce and water Shield" manufactured by W.
R. Grace over entire sloping roof area' (including dormers).
Install 2 X 2 pressure treated battens at 16" o.c. over 30*
roofing felt. Install concrete tile mfg. by 'Westil-e, Beaver
Creek Bfend color mixture, (or as selected), over 1' X 4"pressure treated sleepers. Wrap pressure treated Douglas fir
fascia with "Ice and water Shield" and cover with copperflashing. Install copper gutters over pedestrian walks/corrj.dors
and automobile drives protected by snow/ice guards and heated by
snow/ice melt system, (refer roof p1an, elevations and detail-s).
A11 exposed flashing, fascia covers, rake covers, valley
flashing, etc. shall be 20 oz. copper (refer Section 07600).
I PRoTECTToN: Protect the building, site, adjacent property' and
I people from harm due to work in this section.
INSTALLATION: In strict compliance with rnanufacturers
specj-fication for EPDM adhered membrane roofing system and to
comply with Town of Vail roofing inspectorfs requj.rements
ROOF DRAINS: Refer to Mechanical Drawings and Specificati-ons.
END OF SECTION O75OO
I ANTLERS coNDoMrNruMs ADDrtoN/RENovATloNr TowN oF vArL, EAGLE couNw, coLoRADo
I
I
07500 -3
I
t
I
I
I
sEcTroN 07600
F1ASHING AND SHEET METAL
PART 1 - GENERAL
WORK INCLUDEDFlashing 'and reglets, counte?flashing, scuppers, fascia/rake
cover, coping, parapet, valley flashi-ng and cap flashing shall be
20 oz. copper. Miscell-aneous flashing, balcony raiL caP, drip
edge, etc. shall be 20 oz. copper. A11 Gutters' Downspouts to be
shall be 15 oz. copper.
RELATED WORK
SECTION 05500 - MetaLs Fabrications
SECTION 06100 - Rough Carpentry
SECTION 07500 - Roofing
SECTION 0'7920 - Sealants and Caulk
SECTION 09900 - Painting
QUALITY ASSURANCE
The Architectural Sheet Metal Manual of t,he Sheet Metal and Air
Conditioni-ng Contractors National Association Inc. (SMACNA) shall
establish the basis for quality of afL materials and workmanship
in this section. Pri-or to forming or installation of any flashing
confer with roofing contractor and secure approval of design and
instal-lation and to conform with manufacturer I s recommended
details. Review flashinq systems with Town of--va.i] Roofinq.
Inspector
Section.
PART 2 - PRODUCTS
MATERIALS
SHEET MATERIAL20 Ounce Copper: Provide the type solder and fasteners
recomrnended by the producer of the copper sheet for fabrication
and installation. AII exposed sheet copper (coping, fascia/rake'
cap flashing, and valley flashing) shal1 be fabricated according
to details and SMACNA.
MEMBRANE FLASHING
6O mit "Sure Seal" pressure-sensitive flashing of cured EPDM
manufactured by Carlisle, adhered with "Sure-Seal" 90-8-30A
bonding adhesive according to manufacturers details and
instructions. Concealed thru wall flashing 30 mj,I sheet membrane
waterproofing "Seal Pruf HD" manufactured by Nervastral or
"Nuflex" mfg. by Sandell or approved equivalent.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
t
I
I
t
I
I
I
I
I
I
I
07600 -1
COUNTERFLASHING
20 ounce copper counterflashing prefabricated according to,reglet
manufacturer for installation with reglet. Counterflashing shall
be formed to hold tight against vertical surface. All visible cap
flashing, coping, scupper flashing, etc. shall be fabricated from20 oz. cooper sheet. Minimum height of counterflashi.ng above
finished roof surface shalL be !2". Utilize 20 oz copper for
chimney caps, exposed window sill flashing, balcony rail cap and
edge.
Fabricate cleats and starter strips of
interlockabl-e with sheet.
Form pieces in longest practical lengths
Fabricate vertical faces with bottom edge formed outward 1/4 inch Iand hemmed to form drip. I
GUTTERS AND DOWNSPOUTS
16 ounce copper profile as detailed and/or as selected. Provide
4" X 4" plain gutters and 3'X 4tt open face downsPouts to allow
drain during freezing ternperature as shown. Connect downspouts to
interior storm drain system provided by others. Install anchor
straps at each downspout, spaced 4r-0" o.c. A11 gutters shall be
protected by snow/ice guards and fitted with ice melt system.
PART 3 - EXECUTION
INSTALTATION
Lap adjoining pieces of copper sheet a mj-nimum of six inches- Set
Iaps in sealant. DO NOT FASTEN ADJOINING PIECES OF COPPER SHEET
TOGETHER. DO NOT FASTEN COPPER SHEETS TOGETHER. DO NOT FASTEN
FLASHING SHEET TO WALLS OR STRUCTURE IN SUCH AS WAY AS TO
RESTRAIN NORMAL EXPANSION AND CONTRACTION. Individual pieces of
sheet copper cap flashing and drip edges shall be joined with the
use of splice plates or cover plates with full sealant beads
between plates and copper sheet flashing. Provide all necessary
sub-blocking under rough carpentry or bent copper attachment
angles required at fascia/rake cover to comply with I 90 Wind
Criteria.
FoId and return counterflashing at exposed ends, to provide fully
closed, neatly finished ends.
Counterflashing shall be adjusted as required to create a uniform
pressure against both reglet and membrane base flashing.
END OF SECTION 07600
I
I
I
I
t
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
same material as sheet,
to ninimize joints.
I
I
I
I
I
I
t
I
I
I
I
I
I
07600 -2
I
I
I
t
t
I
I
I
I
I
I
I
I
I
I
I
SECTION O77OO
ROOF SPECIAITIES
PART 1 - GENERAL
AND ACCESSORIES
RELATED I{ORK
SECTION 05500 - Metal Fabrications
SECTION 06100 - Rough Carpentry
SECTION 07600 - Flashing and Sheet Metal
SECTION 0792O - Caulkj.ng and Sealants
SECTIoN 09900 - Painting
SUBMITTAI,S
SHOP DRAWINGS AND PRODUCT DATA
Subnit Product Data for all manufactured roofing Specialties
specified in this section.
PART 2 - PRODUCTS
ROOF JACKSRoof Jacks for flat/tapered membrane roofing shall be
manufactured with PVC boot secured to 5" diameter (min. ) spun
aluminum base flange with adjustable stainless steel clamps.
Size: manufacturer's stock size appropriate for each penetration:
Roof vents at sloping chj.mney elements shall be PVC with PVC boot
flashing. All plurnbing vents, etc. shall be collected in attic
spaces and penetrate only at chimney elements.
Pipe flashing by "Porta Plus" or equi-valent retrofit pipe seals
of sizes necessary to accornmodate vent, conduit and pitch pocket
leg penetrations.
Expansion joint cover "Expand-O-F1ash" manufacEured by Manville
or equivalent for expansion joints as necessary.
Roof Drains: Shall be interior, cast iron draj.n lines and drains.
See Mechanical Plans and Specifications for details. Connect
gutters to interior drain system as indicatedi protect from
freezing.
Gutters, downspouts, scuppersr etc.: Refer to plans for
miscellaneous roof/balcony/planter drainage elements. Fabricate
of 20 ounce copper.
PART 3 - EXECUTION
Instafl in strict accordance with manufacturers specifications.
I ANTLER. coNDoMrNruMs ADDrtoN/RENovATtoNI TOWN OF VAIL, EAGLE COUNTY. COLORADO
I
I
07700 -1
^coordinate all ?", penetrations thru "roflrg concrete tileroofs to terminate in chinney like enclosure elements as
shown on roof plan and elevaLions. Where plumbing ve$tg
cannot reach chimney enclosure for termination, consult witharchitect and ownerr s representative for approval ofalternative termination location and utilize copper vent pipewith lead seal and brace up hill with 16 oz. copper wedgeflashing to prevent damage from snow/ice slide. No roofpenetrations shall be visibLe from any public view as
required by Town of Vail .
END OF SECTION O77OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO.
I
o77@ -2
I
I
I
I
I
t
I
I
I
I
I
t
I
I
I
I
I
I
I
sEcTroN 07920
SEALANTS AND CAULKING
PART 1 - GENERAL
WORK INCLUDEDProvide and tn"ajtt_^:lutfinq 1nd joinr seatant ar at_t workingconstruction and control loints and as indlcated on theDrawings.
95h:: reguired applications inctude:Lt !'rasnlng joints2l Door Frame perimeters
3) Thresholds (set in fuLl bed of compound)4) Mechanical and electrical penetrations through concrete slaband wall_s
:l 3! all qypsum wallboard corners which are not taped.6) At all junctures of dissimilar materials.
RELATED WORK
SECTION 03300 - Cast-In-place ConcreEeSECTION 03400 - precast Concrete
SECTION 05500 - Metal Fabrications
SECTION 06L00 - Rough Carpentry
SECTfON 07600 - Fl_ashing and Sheet MetaL
SECTION 08L00 - Metal Doors and Frames
SECTION 09260 - cypsum Board
DEFINITIONS
{ol . !h" purposes of this SectJ.on, the following materialdefinitions shall_ apply:
static (non-
in dynamicto water or
SUBMITTALS
SHOP DRAWINGS AND PRODUCT DATAsubmit comprete manufacturer's product data for sealantmaterials.
SAMPLESsubmit to the Axchitect a complete range of manufacturerrsstandard color samples for serection of exposed materials inthis Section.
1) Caulk: oil base fi11er material for use inmoving) interigr joints2) sealEi:ET-lnthetic rubber compound for use(noving) interi-or joints, interior joints exposedchemicals and for all exterior construction ioints,
ANTLERS CONDOMINIUMS ADDITTON/RENOVATION
TOWN OF VAIL, EAGLE COUNry, COLORADO
07920 -1
WARRANTY
sealants used in the work shalr be quaranteed in writing for aminimum of two (2) years, agreeing to- repair or reprace sealerswhich fair ro periorm airlignt -.ana
"ii"itigni; of fail inadhesion, cohesion or abrasion resistance. No wirranty excrusion
I:il.be allowed excepr as clearty specifiea in suUrnittar ;;A;;;
PART 2 - PRODUCTS
MATERIALS
Caulkingone component acryric latex bas.e materiar.. Type r for gunapplication. Color to be selected by Archit,ect.
SEALANT FOR JOINTS IN VERTTCAL SURFACES1.- _Typ. II Non-sag CLass A one or two part Lp liquidpolysulfide . polymer base joint sealant; coia appficaii-nchemica] curing synthetic rubber base compoundior2- _ HJ-gh performance, multi-component expoxidized polyuret.hanesealant may be substituted for the above ExcEpr where subiect tonear continuous presence of water or moistEil
Sealant Color: As selected by Archit,ect or to match color ofadjacent material . Clear if no match can be made.
SEALANT FOR JOINTS IN HORTZONTAL SURFACES
Same as above, except: Type I, self-leveling Class A.
ACCESSORIES
Provide primer, bond breaker, and backup material as specifiedherein, as indicated on the drawings or required and recommendedby the manufacturer for each proposed application.
PRIMERAs recommended by Sealant Manufacturer for each substratematerial .
PART 3 - EXECUTION
TNSPECTION
Examine the joint surfaces and backing, anchorage to thestructure, and the conditions under which the joint sealer workis to be performed. Do not proceed with the joj.nt sealer workuntil unsatisfactory conditions have been corrected.
,ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
T
I
I
I
I
I
I
t
I
I
I
I
I
I
t
I
I
I
07920 -2
I
I
t
SURFACE PREPARATIONJoints to receive caurk and sealant sharl be dry and free ofoil, dust,_ rust, moi-sture in any form, or other materialsaffecting bond- commencement of work in thi.s section sharlconstitute irnplied acceptance of substrate conditions.
Prepare substrates to recei-ve sealant/caurk as folrows:t
I
t
I
I
I
I
I
I
I
I
I
I
T
T
t
Masonry: surfaces shalr be crean and dry. Brush to remove rooseparticles of masonry and mortar. Etch as recommendedby sealant manufacturer.
concrete: surfaces shall- be fulry cured, dry and free from formrelease agents and all loose particles. Etch asrecommended by sealant manufacturer.
Metals: wire brush surfaces to removeremove oi1, grease, and other
scale. Solvent clean tocontaminants.
GIass:
Wood:
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNry, COLORADO
clean surfaces with a water slurry of pumice. $lipe drywith a clean cloth. Roughen as reconmended by sealantmanufacturer.
sand to create fresh surface.
Painted or prined surfaces: wipe with naphtha.
Plastics: remove mold release by light abrasion and a solvent
wash.
Rubber: verify with sealant manufacturer.
APPLICATIONJoints sha1l be constructed to a depth not exceedj-ng width forjoints between 1/4" and 1/2" unless otherwise noted. Joj-nts overL/2" in width shall have sealant depth equal to l/2 of jointwidth. InstaLl backer rod where joint depth exceeds L/2".
All sealant joints shall be constructed such that contact withsubstrate materials occurs at two points only. Where more than 2contact points are anticipated, backer rod or bond breaker sha1lbe install-ed accordj-ng to the sealant manufacturer's
recommendations .
Prime cl-eaned surfaces according to recommendations of the
Seal-ant Manufacturer. Apply primer uniforrnly. Remove excess andallow to drv.
07920 -3
Except as otherwise indicated, fill sealant or cauLk rabbet to aslightly concave surface, "iightrv below adjoining surfaces.where horizontal joints are uEcrr"_"n a horizontat surface andvertical surface, -fill joint to .form " "-fighi-"or., so thatjoint wilt.not trap moist-ure and airll- - ---:r"s
T
T
I
I
I
t
I
t
I
I
I
t
I
I
I
I
I
I
I
Apply seaLant or caulk and curewri-tten instructions.
TooI aI1 exposed..j.oints,. (except self-leveling) to a smooth,concave finish within 5 minutes of application-.--''
FIELD QUALITY CONTROLvlork i-n this secti_on - sharl proceed onry i-n temperatures between50 degrees F and 80 degrees F. procure written inst.uctions fromthe Architect for noncomplying environmentar -"on-aition".
END OF SECTTON 07920
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
according to the manufacturerrs
07920 -4
T
I SECTION OSOOO
GLASS AND GLAZING
T PARTI-GENERAL
I
I
T
t
T
T
I
I
I
T
T
I
I
woRK TN.LUDED: provide arl Glass and G.'l_a.zing, complete in place,as shown on the Drawings ana as specified ri.r"irr. rnstarr door1ites, side lites, fixed griss,-iirio.-qi""",'-.ri"--r-"n". gr.ass, etc.throughout.
STANDARDS: comoly with recommendations of ,,Grazing Manuar,, byFlat Glass uartiti-ng assoc:-alion -except
as otherwise indicated orrecorunended by product manufacturer. cornpty with .ppii".ui"state glass safety- standards providing "ateif ftass tor arr. fixeddoor Lites and si-derites. comiry with standards of American FlatGlass distributors and glass manufacturer I s reconmendations .
General Glass Standard: FS DD q 45!, type, class, guality,sty]-e' kind and form are speci.fied in reiere-nte'to this standard.
SAFETY GLASS: Comply with Colorado State Statues, UBC5406, UBC Standard 54-2 and ANSI Z g.l .1 with l.abel on each
Section
piece.
byfor
type
FIRE REsrsrANT GLAss: Tested and listed by uL for "fireReslstance" .
HEAT STRENGTHENED GLAss: provide where recomrnendedmanufacturer based on applicabre *Theram stress Anarysisrlmountai-n location, shadow pattern and frame color and(thermal break) .
INSULATED GLASS: Seal Standard ANSI/ASTM EG-P3, Test MeIhod P1and P2 provide uni-ts manufactured by srGMA member and bearingrccc certificate. Fabricated double fane grass at vail altitud6or install breather tubes as necessary for gooo' altitude.
REQUTRED PERFORMANCE: Each piece of exterior glass must be aj_rand -water tight, and without glass breakage, through normalweather /temperature cycles, and through norma] door/windowoperations. set glass so waves run horizontally. rnstall glassin permanent elastic cushion at all edges to piotect glass fromdeflection, binding and movernent. provide manufacturers guaranteethat grass materials and assemblies meet appropriate standardsand are suitable for use i_ntended under site Conditions.
MATERTALS HANDLTNG: Provide all means necessary to protect thematerials of this section before, during and after instalration.fn the event of damage, immediately make all repairs and
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
r TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
08000 -1
::3iii:ff1.:""1";:"iilro,llr.approvar of Archirecr and ar no
TNSPECTT.N: Examine arl surfaces to_ receive the work and reportin writing ro Archirecr "n1^ o-"_";;l;'-.'"i=r.".nt.tirr" anydetrimentar. condition".----r.iL"r. to observe--this injunctionconstitutes a waiver to "ny "rr".quent claims to the contrary andholds contractor responsi6r-e for -any correctlons Architect mayIionllff ;"""lr"rrt.n of w"ir - *i r i ue' con-s-t-r-u-J-as acceprance or
PART 2 . PRODUCTS
MATERIALS:
Illtr-u-ffirers: Ford Glass Div. ,. Libbey owens Ford Co. , ppcIndustries, Inc. or approved egual.
9?r?t o-f glazi-ng rnateriars: Arr interior glazing materials areto be Low E #3 grass. Arr exterior gr.iiig- ilterial sharr beclear, Low E, U Vjlue 0.35, shading coefficient 0.39.
Tempered Glass:. Clear plate, Class !, t/4" thick, glazingguarity- use for interior window warr.-'bltween robby andvestibure. provide double tempered insutat:.nt 1" thick units atext'erior sidelites.,and grazed door lites, 6rear plate outsidepane, clear Low E *3 interior pane.
Clear Float Glass: Type I, euality 3, clear, L/4" or asotherwise indicated or requj.red.
rnsulated Glass: Factory assembled and seared unit wj_th 1,/2" airspace' manufactured by L.o.F., General Glass, 1,, total thickness.
wlre glass: Mississipp-i r/4" porish plate nBaroque' sguare wirepattern or Pilkington 'Georgian". To be used at all exit staj_ru.L. Label door lites, and garage u.L. Laber fixed glass. providelabel for fire ra^teq assemSly in hortow metaf rrime as reguiredby Town of Vail. Optional ASG "Neweld' or C-p "girogue..
M.1Tr9r GLass. Type I, Class 1, euatity q2 (mirror glazing) , L/4"thick, sil-ver coating plus copper coatin6, CS Zl . lAirrori'at allvanity counters and lavatories, fulr counter width. riit:."gframed mirrors at wheeLchair accessibre baths and restroomi(refer Section 10800).
valence Glassz L/4" froat glass Type !, quarity 3, obscure(white )
Glazing Materials: (for installing glass)
I
I
I
T
I
I
I
T
I
I
I
t
T
I
t
I
I
T
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
08000 -2
I
I
I
I
I
I
T
I
I
I
I
I
I
t
I
I
t
I
I
SiLicone Sealant: FS TT S 001543, Class A; non_acid type, exceptacid tlpe if channel surface" ii. porous. GE L2OO, Tremco,,pro_Glaze' Dow chemicar No. 732 0r ei "s:-rqr.".; er."irrg sear_ant.
Butyl Rubber Gtazj_ng Tape: Vulcanized, self_adhesive, non_staining, elastomeri6 auiyl Rubber Tape, 9gE solid, 35tcompression.
setting B10cks: Neoprene, 7o-g0 shore A hardness. compatiblewith sealant used.
Spacers: Neoprene, 40-50 shore A hardness.
Filler Rod: Non-absorptive, closed cerl plastic or rubber whichis.compatibre with o!!6r grazing materiari in the channel, 3 to 5psi compression for 25t a6ttectlon.
Mirror Mastic: spot apprication type, for 25$ maximum coverage,1/ 8 " to 1 /2 ', thicines s .-
-
PART 3 - EXECUTION
INSTALLATION OF GLASS:
cl-ean channel surfaces and prirne as recommended by sealantmanufacturer.
cut glass to size reguired for measured opening; provide adequateedge crearance and grass bite a1l around. cut-prior to temperingor strengthening (if any) and prior to fabrication intolnsulating glass units (if any) .
Do not install sheets whi-ch have significant edge darnaqe, orother defects.
Install setting blocks at quarter points. Set in a bed ofsealant if heel bead is used.
rnstall spacers inside and out, all around wherever liquid orprastic masti.c compounds are used, except on glass sizes smal-l-erthan 50 united i.nches.
Provide f1l]er rod where sealants are used in head and janrlcchannels, for glass which is more than L/2" thick, and forcolored, tinted, heat absorbing, coated or laminated glass over15 united inches i-n si-ze, and for other glass over lZS unitedinches in size.
ANTLERS CONDOMlNIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW. COLORADO
08000 -3
H"ff: leave voids in rhe glazing channel except as specificarly
TNSTALLATTON oF MTRROR GLASS: set mirror glass in mastic spotsas recornrnended by mirror manufacturer but ,itn- not less than 75tof back surface ventirated and free of mastic. support rnirrorsat lower edge.
GLEANTNG: rn additior to provi-sions of spECrAr, coNDrrroNs, andprior to acceptance of the-work, thoroughi;;i;" aIr glass andremove all labelsr. paj.nt ,spots, putty and all defacements.Reprace any scratche-d, defettiv-e_ br 6roren g1."" caused byinstallation at no cost to the Owner.
CLEAN-UP: Per GENERAL CONDITIONS-
END OF SECIION OEOOO
T
t
I
I
I
t
t
I
I
I
I
I
I
I
T
I
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVANON
TOWN OF VAIL, EAGLE COUNTY, COLORADO
o8@o -4
I
I
I
I
I
t
I
T
I
t
I
sEcTroN 08100
METAL DOORS AND FRAMES
PART 1 - GENERAL
WORK INCLUDEDwork in this section includes horr-ow metar doors, frames, andrelated holrow metal i-tems io.niiti"o on ti,1 oi"-ri-r,g". Refer todoor schedur-e for rire raieo-;;;; assembries, etc. Existing metalframes, (at new,/repracement o"oist, to remain onty if indicatedon schedule, otherwise al_l metal doors are to Ue
-n"r.
QUALTTY AssuRANcE STANDARDS: conform with NAAMM standard cHM-1except where more _. strlngent requi.rements are specifled orrequired. Provide fire rJt"a assembries with uL Laber whererequired- A1l doors from corridor/robuy t" ;;il si.airs, doors togarage' mechanicar room, electrical ioom and maintenance roomshall be i. L/2 hr .8, Label .
SUBMITTALS
SHOP DRAWTNGS AND PRODUCT DATAsubmit complete and detailed shop Drawings to the Architect forwork in this section. Do not proceed wifh work in this secti-onuntil such submittals have been reviewed in writi.ng by theArchitect.
SEQUENCING/ SCHEDULING
ARCHITECT NOTIFICATIONThe contractor shall notify the Architect of any hollow metalassembly which cannot gualify for designated fire protectionrating labels. such notificltion shali be given -prior tofabri-cati-on or purchase of any components or the affectedopening.
PART 2 - PRODUCTS
ACCEPTANCE MANUFACTURERS (HOLLOW METAL DOORS)Curries Cornpany CECOWestern Hollow Metal Overlv
I
I
I
I
t
I
I
I
AmweId
Steelcraft
MATERIALS
HOLLOW METAL DOORSsteel used i-n the construction of hollow metal shall be of thebest quality furl, cold ro1led furniture stock free from sca1e,
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
HOL-O-MET, INC.
American Steel Products
08100 -1
buckres and pits. g"."r: requiring _fire rating sharr be furnishedwith uL tab-ers. Fabricaribn "h'.tl_ ;"ili-,'"riari standards andRecommendations of SDI , (Steel Ooor fnstitute) latest Edition.
HOLLOII METAI FRAMESExterior frames shalr be fabricated from 14 gauge cord rolledsteet wirh furr - length hinge p"q. -r"r;.i;r "?]".." sharr befabricated frorn 16 garige cold-ioliea stJef-.----
Frames are to be continuously eLectric_welded at jointsr mitersl#";;:o"' Mirer and werd corirers ruri-reng-tililoints and srind
The J-ock side of jamb of interior frames which are noE scheduledto receive weather-strip of smoke seaJ-s shar.l - Le prepared forrubber silencers.
Glazing stops shall be Located on the occupied (Room) side offrames unress otherwise indicated. provide liinaaro "t"p olpinfor rnaximurn glazing engagement at entrance doors.
shall .be properly cut, mortised, reinforced, drilled andfor hinges, strikes, horders and crosers where ..q"ir"o.drilr and tap for surface mounted closers and brackets.
Prefabricated metal frames utitized for wood doors withinapartment units shall be knock-down, custom color, selected byarchitect, prefinished netal framesi Timely, Overly, oiequivalent.
REINFORCING
Relnforcing of specified thickness is required at hardwarelocations as follows:
T
I
t
I
I
I
I
I
I
I
I
I
I
I
I
t
T
I
T
Frames
tapped
DO NOT
Hinge reinforcement:
METAL FRAMES
Thickness:
Length:
widrh:No. of spot welds
above and below
each cutout:
METAL FRAMES
METAL DOORSWFull lengthFull width
wooD DoORS
-3n6"-t2"
18'
I
and all surface mountedStrike, flush bolt, hold open,hardware: 12 g'auge
Closer and brackets: 3,/16'
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
08100 -2
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
For door openings wider than 4gr_ and for multiple openings, headmembers shalr' be reinforced furl _ Gsrri- ;il;'i;' gauge angre orchannel stiffeners. provide steer cn-annei- rliln?orcement insideverticar framing members continuous to stlucture for doors;fl:l:t:Sr$tTo.ot*"r automatic openine oevices-!na per drawinss
Reinforcing plates shall be one-piece integral units, bent forflush mounting of hinges.
Provide cover boxes in back of all hardware cutouts.
Provide metal adjustable.lip angles spot-welded to bottom ofeach door jamb member; provide noie" i"-;;gie;-fo ,.."rve frooranchorage.
Before shipment, instalr a temporary spreader at bottom of doorframes. Do not remove spreader untir- frimes are secured in place.
After fabrication, frames sharr be. cleaned and given a shop coatof red. oxide primer, baked on or bonderizea ana- given a coat ofgray zinc chrornate rust inhibitive flow-coat primer baked on.
FRAME ANCHORS
Frame anchors shalt be as follows:
Masonry openings: countersunk drirled u.L. type masonry anchor,length as appropriate for permanence.
Provide 3_ masonry anchors for frames up to 7 t -6n in height and 4anchors for frarnes up to g'-0, in heilht. For masonry ind frameopenj-ngs over 8r-0" in height add one anchor for each 2t-otlheight or fraction.
FILLING FRAMESArl borted frame anchors shall be countersunk and sharr haveflat-head countersunk screw heads firled and ground smooth priorto painting.
GLAZING STOPS FOR HOLLOW METAL FRAMES FOR F]XED GLASSunress otherwise indicated, glazing stops shalr be 3/4,' X 5/g" or3/4" x FLUSH, 20 gauge. standird grazinj beads, continuous singlepiece for each length, and bulted 5t corner joints. seciregrazing beads to frame with countersunk cadmium or zinc-platedscrews. stops to be fabricated for instal.Lation on the inside(occupied side) of frames.
ANTLERS CONDOMINIUMS AODITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
08100 -3
HOLLOW METAL DOORScold rolled sreer ANsr/AsrM A 3q6J_ ANsr/AsrM A52s, ANsr/sDr_1ooGRADE rr rvpical, ANsr/sDr-roo enioe ri o"i"liJ-ooo.". c90 zinccoat face sheet for exterior. paneJ.s. H.rrL* ir11-.1 doors shall beunits manufactured from pririe comme-rciar quariEy cold rolledsteel' with 18 gauge face- sheets, 16 g.og"-,ii-rrrr.f at top andbottom, 16 gauge internar stiffeners at 6 i-ncnes-on center, and ggauge continuou: g.dge_ strip, offser. ar hi;;;": t 3/4 inchesoverarl- finished thicknessr- unless indicatid- otrrerrise on thedrawings. provide manufacturers standard s rb minerar or glasswool sound-deadening insulation for arl doors. ANsr/AsrM E_90.
Glazed doors, ANSI/SDI-10O Grade III, shall be unitsmanufactured from prime commerciat quatity "oio rolled steelyith 16 gauge face sheets, 16 gauge chaniel at rop edge andbottom.
Door stiles sha1l be beveled 1/9" in 2'.
Door rails and stiles shall be continuous welded and groundsmooth with no visible seams on vertical edges. Door bottomrecessed or concave channel configuration.
Exterior doors shall be insurated with inorganic insulation,maximum U-factor 0.24 BTU/hr. (Sq. Ft.) degree F.-
Doors shal-l be properly fabricated and reinforced to receive al]hardware as scheduled.
Prefinish doors with zinc-chromate or bonderized synthetic prj-mer.
Doors shalL be free of defects affecting appearance, operation,fit or functj-oning of hardware items.
Glazing for entrance doors and sidelites refer to section 0g000Glass and GLazing.
PART 3 - EXECUTION
rNsPEcrroN - Pri-or to installation, hollow metal frames shall bechecked. Repair all rack, twist, and out of square defects.
rNsrALLATroN - FRAMES - Field verify dimensions of existingopenings to receive new hollow metal frames.
Set frames carefully to exact dimensions, plumb, leveL, square,and true. secrire to adjacent construction. secure each jamb baseto floor with clip angle(s). coordinate frame elevations withfinish flooring thicknesses to assure proper clearances.
I
I
I
I
I
I
I
I
t
I
I
I
I
I
t
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
08100 -4
T
I
I
I
I
I
T
t
I
I
I
I
I
I
t
I
I
I
T
Expansion and/or sreeve anchors with heads exposed on the frarnesurface sharl have bolt head depressi.ons riiilo ana sanded sothat fasteners are not visible.
Prepare hollow metal work to receive finish hardware.Frames instarled in masonry warrs shall ue -sirisnea furr withgrout or mortar.
U.L. BOLTED FRAMESrnstall frames to concrete or masonry openings with u.L. bortsand sLeeves. countersink bort heads, firr depressions and grindsmooth.
TOLERANCES
For doors to receive weather-stripping, crearances to frame andthreshold of floor shall be accor-ding to t"r.r""".s estabrishedby the weather-stripping manufacturei for proper functioning ofthe installed assembly.
Maximum cLearances for alr other doors sharl be 1,/g" cLearance atjanb, mutlion and head; 1/8" clearance at meeting stiles; jlg; iidoor bottom to floor (!/4" at pairs) i and L/6" to threshold.Note: undercut apartment entry doors 3/4" for mechanicalventilation system.
Fire-rated doors shall- be fit according to the specification of
NFPA Bulletin 80 Standard.
Hardware installed according to A.D.A., and U.B.C. refer toSection 08700.
END OF SECTION O8].OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATTON
TOWN OF VAIL, EAGLE COUNTY, COLORADO
08100 -5
I
t
I
I
I
I
T
I
I
t
I
I
I
I
I
I
t
I
I
sEcrroN 08210
WOOD DOORS
RELATED WORK
SECTION 08100 - Metal Doors and Frames
SECTION 08700 - Hardware
SECTION 09900 - Paj-nting
QUAI-.ITY ASSURANCE
Doors shall conform to AWI Quality Standards, Type I glue for
exterior and interior doors.
Doors shall conform to ANSI/NWMA Industry standard I.s. 1 "wood
Flush Doors" of the National Wood Manufacturerrs Association and
AWI Standards 1300.
Doors scheduled for fire rating labels shall be supplied- with
proper labe]s attached, according to requirements_of Town of Vail
buifa:-ng Department. AII apartment entry and ground floor
corridoi doors shall have 2O minute label or as scheduled.
Provide 60 minute label door at Laundry Room.
Preparation of labeled fire door assemblies for locks, latches,
hinges, concealed closures, glass lights, vision panels, louvers,
astiagals, and ]aminated - overlays shall be performed in
conformance with NFPA Standards.
SUBMITTALS
SHOP DRAWINGS AND PRODUCT DATA
submit schedule of doors showing location, sLze, thickness,
openings, and type of construction.
submit complete specifications of door construction and
manufacturef's literiture for each type of door proposed for use
on this project.
WARRANTY
Submit to the Architect copies of the Vlood Door Manufacturer's
standard warranty which guJrantees material and labor (hanging,
hardware, and fi-nishing) - or replacement of doors which exhibit
any of the following defects:
-Delimitation in anY degree
-Warp or twist of 3/32" or more.
-tellgraphing of any part of core unj.t through face to cause
surface-variation of 1/100 inch or more j.n any 3" span.
-Any defect whlch [aY, in any w€lY, lmpair or affect
performance of door in purpose for which it is
int6nded.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
08210 -1
PART 2 - PRODUC
MANUFACTURERS
Ampco Products fnc.
Irleyerhauser Co.
Eggers Industrj.es
South Wood Door Company
Pinecrest
Door Craft of Indiana
National tfood Window & Door Assoc.
Georgia Pacific Corp.Lifetime Door Inc.
Therma-Tru Corp.
MATERIALSParticle board core TIT)e I density. Doors shall be flush veneer,
solid particleboard core doors of sizes and design indicated.
Cores of doors shaJ.L be particleboard conformi-ng to Type 1,
Density C (28-30 pounds per cubic foot), Class t, Commercial
Standard 236-66. Stile edges shall be ninimum L 3/4" thick, made
up of doubLe hardwood edge bands. Outer edge band shall- natch the
face veneer for conpatibility of color and grain. One rail edge
bands shall be minimum L-L/8" thick made uP of nill option
hardwood or softwood. Edge bands shall be laminated to core with
highJ-y water resistant resin adhesive. Crossbands shall be
thoroughly dried hardwood extending full width of doors withgrain at right angles to face veneer. Crossbands and face veneer
shall be laminated to cores with appropriate adhesive by hot
plate process.
FABRICATIONFabricate fire-rated doors to comply with current NFPA and U.L.
Standards.
Factory machine wood doors conpletely mortisedr rabbeted, and
drilled to receive scheduled hardware. Size Lo suit scheduled
sizes, altowing clearances indicated in Part 3 of this
specification. Bevel both edges at the rate of L/8" in 2". Pre-
machine shall not be performed for surface-mounted hardware.
Apartment entry doors: Shall be L 3/4" thick, Therma-Tru Classic
Craft Style 60 (CC-60), veneer for light oak stain finish' flush'
1" diameter peep lens, and shall be furnished with 20 minute U.L.
Label . One year warranty.
Apartment doors including closet sliding Pocket: shall be L 3/4"
six panel, solid wood. t L/2'U.S. 10-B Bronze recessed pull.
Sliding pocket door assembly by Walled Lake Door Co., Bellwood
Co., or Baker Door Co. U.S. 10-B Bronze recessed pul1 to comply
with ANSI A 117.1., access. Pocket door frarnes shaLl consist of
header section and two uprights at door jamb made of wood with
metal stiffeners. Metal track door guide and nylon wheel hangers'
with rubber stop manufactured by L.E. Johnson Products, LTD. or
Acme General Corp. or KnaPp and Vogt.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
I
T
I
T
t
I
t
I
I
I
T
I
I
I
I
I
I
08210 -2
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
t
Bi-ford croser ooo.p"n"tt be L L/4'pine ro?.t.a doors for
stain finish, manufactured by Pinecrest, Wood Louvered Industries
or equivalent. Each door to receive 3 hinges and U.S. 10-B,Bronze
tiniih door pul1. B1.-folding, metal track, nylon wheel hangers
and plastic floor guldes by L.E. Johnson Products or Acme General
Corp. or Knapp and Vogt.
slidinq glass and swing french doors refer to section 08510
Windows and Patio Doors
PART 3 - EXECUTION
INSTALLATIONStrictly comply with manufacturerrs pr!.nted instructions for each
proposed installation condition.
Align doors to frame for uniform clearances as follows:
Head and Jamb: 1/8 inch
Bottom: 3/8" (max.) inch to finish floor'
1/8" inch to threshold
Meeting Stile: l./8 inch
Fire rited assemblies: per NFPA Bulletin 80
Under cut apartment entiy doors from lobbies minimum 3,/4'f
(Refer mechlnical ventilation system/flxe
pressurization Plans) .
coordinate closet door openings with door assenbly as necessary.
Provide adequate space at gi-totaing door openings for door
pivot, evenly spaced at each janlc.
KICK PLATES: Instalt plastic laminate kick ptates at each side of
public restrooms, banquet,/corri.dor, banquet/kitchen, kitchen/
corridor and bar/iobby doors. Provide wood grain plastic laminate
oak pattern to match loor skin as closely as possible as selected
by Architect.
PEEP LENS: Install Bellwith 2330 Jumbo Door viewer at each
condominium entry door.
END OF SECTION 08210
I ANTLER. coNDoMtNtuMs ADDtrtoN/RENovATtoN
TOWN OF VAIL. EAGLE COUNW, COLORADO
I
I
08210 -3
T
T
I
I
t
I
I
I
t
I
T
t
T
I
I
I
sEcTroN 08300
SPECIAL DOORS
PART I GENERAL
WORK INCIUDED:
Appurtenances as
Including rolling
gate.
RELATED !{ORK:
SECTION 01340
sEcTroN 01630
sEcrroN 01730
sEcTroN 01?40
Supply and install al] Special Doors and
shown on Plans and as specified herein.
counter doors and automatic rolling security
SHOP DRAWINGS
PRODUCT OPTIONS AND SUBSTITUTIONS
OPER,ATING AND MAINTENANCE DATA
WARRANTIES AND BONDS
SUBMITTALS:
sHoP DRAWINGS: Submit shop drawings of all speci.fled items
showing sizes, methods of construction, connection to adjacent
members and installation.
QUALITY ASSURANCE: Provide fire rated assemblies with uL Labei
where required. Conform to NAAM' ASTM, ANSI Standards.
MEASUREMENTS: Verify all dimensions by taking field measurementsi
proper fit and attachment to adjoining Work is required-
COORDINATION: Coordinate and schedule the Work of the Section
with other Trades for coordinati.on of size of reveals, location
of anchorage, card access system, etc.
DELMRY AND STORAGE: Carefully handle doors during shipment.
Store materials in dry and protected area. RePlace any damaged or
defective items at no cost to Owner.
PART 2 - PRODUCTS
ROLL-UP COUNTER DOOR at bar to banquet as manufactured by
Overhead Door Corp. or equivalent as apProved, Model FCB4 between
jamb mounted, push up, completely assembled with integral frame
and torsion spring counterbalance, slide bolts locking. Frame,
jambs, head, hood and fascia 16 GA. steel gal-phosphated finish.
Sill 14 GA. stainless steel .
I ANTLERS coNDoMrNruMs ADDrtoN/RENovATtoN
TOWN OF VAIL, EAGT"E COUNW, COLORADO
I
I
08300 -1
cuRTArN 'LATS,Q.r roll-up counter aoor O Kitchen. Galvanized
primed steel slats and bottom bar. Hood: 24 gauge primed steel
min. Finish: galvanized per ASTM A525 and baked on prime qoat of
paint. Operation: manual push up and pull down- Locking by slide
bolt from inside. Fabricate and install according to
manufacturers specifications. RolI mechanism mounted inside
kitchen and bar.
GARAGE .DOOR: Steel, 24 gaulte, Model *958-24 as manufactured by
Overhead Door Co. complete with tracks, motor, control modules
and fuII therrnal insulation. (Provide lowest operation sound
rated components, db level, for motor, operating mechanism' etc. )
Resilently mount tracks and motor to provide maxj-mum
sound/vibration isolati-on for condominium residence above. Test
door operation and adjust and/or provide sound isolation
measurers for noise level acceptable to Ownerts representative.
Door open control pad by condominium door key cards at garage
drive entry from Lionshead Place. Auto close by electric eye by
Mj.crowave Sensors (1-888-464-27691 or egual GDllS Industrial Door
Beam install according to manufacturers specifications.
END OF SECTION O83OO
I
I
t
I
t
I
I
T
I
I
I
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORAOO
08300 -2
I
I
T
I
I
T
I
T
I
I
T
T
I
T
t
T
sEcTroN 08500
AUTOMATIC DOORS
PART I GENERAL
WORK INCLUDED
New aluminum entrance doors, aluminum sliding glass door. AII
exposed surfaces of alurninum shall be factory finished,
(prefinished) , custom color as selected by architect.
RELATED WORK
01340 - SHOP DRAWINGS
OSOOO - GLASS AND GLAZING
DOOR SCHEDULE
WINDOW SCHEDULE
OUALITY ASSURANCE
Sliding bi-parting, entrance doors must meet or exceed applicable
AAMA' NAAMA, and/or performance criteria and standards in the
sizes required to certify fenestration products. All sections
shall be factory finished with "Kynar 500" paint with 5 year
warrant,y, custom color as selected by Architect.
shop drawings and product submittal per section 01340. Field
measure all openings prior to fabrication. Fabricate sub frames
and,/or custom panning to accommodate field conditions.
PART II MATERIALS
ENTRANCE DOOR: Provide bi parting automatic sliding door system
at ski return entrance doors 6'wj-de X 8'-0" high opening' Type
O1O, PXXP, surface mounted, commercial duty. Comply with
requirements of ANSI A156.1 (BHMA 1601) power operated pedestrian
door standard. cornply with uL 325 for powered door operators.
Provide unit which complies with requirements for doors as
emergency exits, fire ratings and ADA access. Series 2003 Mfq. by
Horton Automatics a Division of Overhead Door Company with C2 150
concealed operator and Apex Door Sensor System Kynar 500" or
Microwave sensors D14-1 with door holding beams DBll-/DBl15.
"custom color as selected. Operation according to ANSI
regulations and Town of vail Authorities. Provide push plates'
according to ANSI A 117.L. Ful1 two year manufacturer's standard
warranty. Glazed with Ln insulated tempered glass to match
wi-ndows, at exterior locations. Automatic K Band microwave
opening Sensors on each sj-de to provide presence detection zone
close to the door for safety and door activation.
I ANTLER' coNooMrNruMS ADDrtoN/RENovATloN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
08500 -1
AccEssoRrEs: ,r?ro" metal, vinyl glazingQ"a" ." required for
framing, door systems. Provlde manufacturers standard replaceable
stripping of molded neoprene or PVC. Provide sealants and gaskets
in the fabrication assembly and/or installation of the work which
are recommended by the manufacturer and will remain permanently
elastic, non-shrinking, and weatherproof.
Fasteners shalI be aluminumr. non-rnagnetic stainless steel or
other non-corrosive metal fasteners compatible with j-tems being
fastened. Do not use exposed fasteners except where unavoidable
for the assembly of units. Provide conceafed screws in glazj-ng
stops.
Expansion anchor devices shall be lead shiel-d or toothed steel'
drilled in expansion bolt anchor.
Electrical wiring for operator shall be L20 vac' 60 cycle, 1
phase 15 ampere service.
PART III EXECUTION
INSPECTION
Assure that all frame condj.ti.ons corresPond to dimensions and
material-s as indicated or required for Proper installation.
postpone installatj-on until ProPer conditions exist and/oi
unsatisfactory conditions are corrected.
INSTALLATION
InstaII, plumbr level, true to line, and rigidly secure in
openings. Install all necessary ext,ruded aluminum panning in
atcordince with details, manufactuler's recommendations and shop
drawings.
ADJUSTMENT AND CLEANING
Remove dirt and excess sealant5 or glazing compound from exposed
surfaces. Carefully coordinate and integrate automatic door
functions, control devices, key switches and intercom door
release systems.
END OF SECTION O85OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
T
t
T
I
I
I
t
I
I
T
t
I
I
I
I
t
I
I
T
08500 -2
I
I
T
I
I
t
I
I
t
I
t
I
I
I
I
SECTION 08610
ATI'MINUM-CLAD
HINGED DOORS:
PART I GENERAL
!{OOD WINDOI{S, SLIDING FRENCH GLASS DOORS AND.FRENCH
WORK INCLUDED:
The extent of each tlpe (operation) of wood window unit' hereby
defined to .include wood units clad with other materials (if any)'j-s shown on the drawings. Standard color aluminum cladding.
The applicati-on soft wood windows and doors on the projectj-nclude the following:
Units set in metal stud frame construction.
Units set in concrete with furring
Fixed Frame Aluminum Clad Windows:
Awning Aluminum clad wood Windows:
Sliding Aluminum Clad Wj-ndows:
Casement Wood Windows:
Swing Aluminum Clad French Doors:
Swing aluminum Clad French Doors and Fixed Sidelites
Standards: Comply with Industry Standard for Wood Wlndows I.S.-2
and I.S.-4 by National Wood Window and Door Associatj-on (NWWDA),
except to the extent more stringent requirements are indicated.
Comply with ASTM CL036, E283; E330 and 854?.
Manufacturer: Provide wood window units produced by a single
fabricator, capable of showing prior successful production of
units simj.l-ar to those required. The plans and details are based
on Marvi.n units however manufacturers offering products to comply
with the basic requirements are invited to submit aLternative
bids based on their units, according to the following:
Pella Corporation
Anderson Corporation
Marvin Windows
Sierra Paci-fic Windows
Submit shop drawings for the fabrication and installation of wood
window units and associated components of the work. Incl-ude wall
elevations at 1/4' scale, unit elevatj.ons at l-r' scale, and half-
size sectlon details of every typical composite member including
glazing. Coordinate all rough opening requirements with precast
concrete manufacturer for required shop drawing/fabrication.
General: Except as otherwise indicated, windows shalL comply with
I rating DP 40 in accordance with NWWDA I.S.-2.I
I ANTLERS coNDoMrNruMS ADDrroN/RENovATroN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
t
08610 -1
to
Fasteners: Comply with NWMA requirements for fabrication; andwith manufacturer's recommendations and standard industrypractices for type and size of installation fasteners. Forfabrication of wood menbers, use zinc coated or nonferrous nails
and screws.
Factory Finish: Manufacturer's Endura Clad Plus Exterior Finish
System including baked on acrylic primer and fluorocarbon, Kynar
500, enamel standard color as selected by architect.
Compression weather-stripping: Manufacturerrs standard nonferrous
spring metal or vinyl gasket, designed for permanently resilientsealing under bumper or wiper action, completely concealed when
window sash 1s cl-osed.
Wire Fabric (Insect) t 18/16 mesh of fiberglass, 'Rollscreen ' or I
fixed frame screens where necessary for awning units.
Insect Screens: Manufacturer's standard screens. Black vinyl
coated 18/16 mesh fiber glass scleen cloth with FSL-5-1258 and
ANSI-SMA-1004. Cover shall be unfinished clear pine on extruded
alurninum, utilize fixed screens at awning sash.
Hardware: Manufacturert s standard design for the operation
indicated. Provide solid bronze hardware, with hardened steel
worm gear and steel operation bars and rods. Finj-sh baked enamel,
champagne.
All Manufactured Windows: (fixed and operat,ing) are to be
preglazed at factory with 1" insulating glass. Use two sheets of
quality float glass conplying with ASTM C 1035, hernetically
sealed with fused glass edges or metal band. Glass coated multi-
layered Low E clear "InsulshieId" or equivalent silj.con-glazed
units. outside glass shal1 be c1ear, inside clear. ALl glazLng
shalt comply with requirements for operation at 8000' altitude.
No operating hardware or eguipment, other than accessory items'
is required for fixed window units.
Units containing either swing out' projected or top hinged sash,
requiring two balance support a!ms' pivots with friction shoes'
cam latch or other standard latching hardware with level handle
or pull, or if located more than 6'0" above floor provide latch
with eye for pole operation. For projected units located less
than 6'0" above floor, provide manufacturer's standard under
screen rototype bar-type or geared level operator and latch
mechanism.
t
I
t
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
T
I
I
I
I
t
I
I
I
I
T
T
08610 -2
o
unitI
Provide clad "brick mold" trim at all window
I specifically omitted by installation details.
I
Casement Hardware: Steel extension hinges, zlnc
I enarnel finish. Roto-release operator, steel arm,
I case an handle.
Manufacturer's Standard Class:
following designation complying
data for that class or unit.
ALUMINUM CLAD SLIDING AND HINGED FRENCH DOORS:
General: Cornply with NWWDA I.S. 3 lndustry Standard for Wood
Sliding Patio Doors, except as otherwise indicated. comply with
NWWDA I.S.-4 Industry Standard for lilater Repellent Preservation
Treatment for Millwork.
Sj-zes and Profiles: conform to size and profile limitations as
shown which may be based on one or more manufacturer's publj.shed
details. Similar details by other manufacturers are acceptable if
in close conformance with sizes and profiles shown, as determj-ned
by the architect
Components: Frame (5" depth), select soft wood, water repellent
preservative treated, all exposed surfaces sha1l be clear pj-ne
for site stai.n finish. Sash shall have corners morti-sed and
tendoned, glued and secured with metal fasteners.
Performance Reguirements: Door units shall meet DPl5, DP30r DP40
specifications in accordance with NWWDA I.S.-3 air leakage tested
in accordance with ASTM E283 1.57 Psf (25 mPh) must be 0-10
cfm/ft 2 of frame or less.
Components: Select softwood, preservative treated' with clear
pine at all exposed surface. Extruded aluminurn siIl with cLad
finish, custom color.
Aluminum Cladding: Endura clad plus exterior finish system with
baked-on fluorocarbon (Kynar 500) thermoplastic enamel, standard
color.
Glazing: fully tempered float glass complying with ASTM C 1048-
clear, "Insulshield" multi-layer Low E coated DuaI-SeaI
insulating 91ass. silicone glazed. Weather-strippinq dual
extruded bulb-wj_th slip coatj.ng. AIJ- glazing for 8000i altitude.
I
t
I
I
I
t
I
I
I
I
I
t
T
s except where
plated, baked
zinc die-cast
Provide window units of the
with manufacturer's published
I ANTLERS coNDoMrNruMs ADDrtoN/BENovATtoN
TOWN OF VAIL. EAGLE COUNTY, COLORADO
I
I
08610 -3
Provide *.rrrt.Orer,s standardsliding doors and swinging doors.
clad "Utl mold' trim at all
Insect Screen: Pine 3/4" thick bonded to aluminum frame with!8/15 vinyl coated fiberglass mesh.
Hardware: Interior handle and thurnb lock and security foot bol.t,
baked enamel finish (standard color as selected) . Spring closerwith self 1atch.
fnstallation: Comply with manufacturerr s instructions and
recommendations for the inst,allation of wood window units,
hardware, accessories and other components of the work.
Set unit plurnb, level- and true to line, without warp or rack of
frames or sash. Provide proper support and anchor securely in Iplace. Refer to Section 07920 for joint fil-Lers and sealants Irequired for installation.
Adjust operating sash doors and hardware to provide a smooth
operation with tight, weatherproof closure. Lubricate hardware
and moving parts.
Glazing: Comply with window manufacturerts instructions anq
recommendati.ons for the installation of glass (which has not been
preglazed) except as otherwise indicated.
Refer to Section 09900 Painting for reguired finish to be applied
on wood window units at the project site. Finish interj.or wood
surfaces with one coat stain, (wiped), and two coats polyurethane
varnish.
Windor Schcdub - See Plans
End of Section 08610
I
I
I
T
T
ANTLERS CONDOMINIUMS ADDTTION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
t
I
I
I
T
I
I
I
I
I
I
08610 -4
t
I
I
t
I
I
I
I
I
T
I
I
t
I
I
I
sEcTroN o87oo
HARDWARE
PART 1 - GENERAL
RELATED IfORK
SECTfON 08100 - Metal Doors & FramesSECTION 09210 - Wood Ooors-
COORDINATION
coordinate owne!'s keying requi.rements with the supplier. Becauseof existing conaorfrini-u* ';;i1 hardware arrangements, nosubstitutions *+ . be -acc-ptJ--tor "p".iri.o vi"s card system.coordination shalr be facirii;t i with owner's Representative.
REGULATORY REQUIREMENTS
opening designated to be fire-rated shar.r be provided with Finish1::3T:1: _jo{elv-inq with NFPA srandard 6o ana 101. rhlsregurrement shalr take precedence over all other requirements forsuch hardware. provide. only listed, test,ed and approved FinishHardware compatib.le with -proposed' sLzer- - tyd, function, andIocation of such doors
SUBMITTALS
SHOP DRAWINGS AND PRODUCT DATAsubnit- final hardware schedule. based on attached Hardwareschedul-e to @tive and nrctritect. rndicatecomplete designation of every item reguired for each door oropening, arranged into hardwarl sets.
Submit complete product data for each hardware item.
MAINTENANCE MANUALSProvide three copies of maintenance manuals containing furlfinish hardware information for this job. The maintenanceinformation sharl be included in the projecl Record Documents andshall include:1. Name, address & phone number2. Maintenance instruction andof operating hardware.3. Warranties
SEQUENCING/SCHEDULING
I ANTLERS coNDoMrNruMs ADDrrroN/RENovATroN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
of hardware supplier.parts list for each type
Hardware-rerated submittals sha11 be submitted to owner'sRepresentative and Architect within 20 calendar days of theNotice to Proceed. Hardware items shalr be ordered from themanufacturer roithin 10 days of submittaL review.
08700 -1
o
FlCA
I
I
I
I
I
I
I
t
I
I
I
I
t
I
t
I
t
I
I
ARCHITECT NOTI TION
The Contractor shall be responsible for notifying the Architect
of any Finish Hardware item which is inappropriate for designated
fire protection rating. Such notification shall be given prior to
purchase of any component of the affected opening.
EXTENDED !{ARRANTY
Submit to the Owner's Representative copies of Finish Hardware
manufacturer's standard guarantees as follows:
A1l hardware items: 2 year guarantee (all parts)
closers: 5 year guarantee against mechanical failure
PART 2 - PRODUCTS
ACCEPTABLE MANUFACTURERS
Acceptable manufacturerrs of products shall be as indicated in
the Hardi,rare Schedule.
MATERIAL,S (Refer to Attached Hardware Schedule and
FINISH
Lockset, Deadbolts, Latchsets:
Door Schedule)
cylinder or lock.
l-ockers.
10-BUnless otherwise noted, all Finish Hardware item shal-l be US
oil rubbed bronze. As approval by Architect.
CLOSER SHELLS:Finish of cfoser she1ls shall be lacquer or enamel finish to
match other hardware.
KEYING
Keying shall be per Ownerrs instructj.ons. Use Ving Card System for
aII condorninium units, garage entry' ski return ramp' lobby,
business center, fitness, sauna.
For general purposes, keying shall be as follows:
KEYSAtl keys provided shall be nickel silver alIoy. Deliver keys to
Owner't Representative (only) in individual envelopes marked with
door number and room number. Keys shal'I be stamped with
appropriate identification number.
The following shall be furnished:
1. Four (4) keys shall be furnished with each
2. Six (5) master keYs.
3. Four (4) keys for ski lockers and fitness
ANTLERS CONDOM]NIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
08700 -2
t
I
I
I
I
I
I
T
I
I
I
I
I
I
I
I
T
I
I
Exterior doors shal1 be 4_l/2 x 4_l/Z minimurn.
rnterior door hinges sharr be 3-r/2 x 3-L/z mini_mum.
Provide l-L/2 pair of butts for each door leaf up to andlncluding z'i-0n ,in- heighil--pti"ioe t/2 pai-r butrs for eachadditiona.L Z'-0" in heigiit ". port:."n theredi-
LOCKSET FUNCTTONS:
General:1. 3/4" minimum latch throw2' Public access rocksets to be motise type w/ rever handr-e.3' utirity area access rocksets to be cylindricar type w/knobs.
Restroom Function (public restrooms from corridor withhandicapped fixtures) :1. Push/pul-l w/ automatic closer
Passage Function:1. Latch bolt by lever handl_e either side.
Storeroom Function (interior storerooms) :1. Latchbolt by lever handle insj_de or key outside.2. Outside always rigid.3. Dead locking latch.
Deadbolt Function (rnterior mechanical rooms, electrical closets,etc. ) :l-. Deadbolt by key outsj.de.2. Thumbturn inside retracts deadbolt but wirl not project it.3. Dead locking latch.
PANIC EXIT FUNCTIONS:1. Exteri.or Exit Door
HINGES:
a. Surface mounted rim deviceb. cylinder and pull on one leaf only' c. pu11 only at aLl other leaves withind. all leaves doggablee. Electric panic devices at automatj.c2. Exit Only Function:a. surface mounted rim deviceb. no exterior cylinder or pu1ls
STRIKES
All stri.kes shall have a strike box.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
an openLng group
bi-parting entry doors
08700 -3
ESCUTCHEONS
355T:""TrTto"loXL. shatr be 2-L/2n (ninimun) diamerer, minimum
KICKPLATES
1. Plastic laminater_wood grain.pattern, as seLected by^ Archi.tect, installed ea6fr siAL
?. \2" high unless otherwise indicated3. door width less 2'4. mounted t/2" above botton of door
DOOR pEEp: At arl condomi-nium entrance doors. Bellwith 2330,Jurnbo Door Viewer or approved equal
THRESHOLDS:
1. extruded bronze2. full width of openj_n9 (no splices in width)3. utilize pemko "Modulir Ramp Systemr t" .Jrifywith ADA, wheelchair accesl, at all outsidl '
entrance doors.
CLOSERS
1. As Scheduled2. Parallel mounting where possible
sroPs: (as schedule. rf not on Hardware schedule or scheduled stopis,not appropriate for buildlng condition provide stops as forrowsj1. Wall Stops - fnterior: At all locations possible-Glynn-Johnson
Tri-mco
Master Manufacturing
I
T
I
I
T
I
I
I
t
I
I
I
I
I
I
I
I
I
2. Wa1I Stops - Exterior (cast bronze) US-1OB3. floor Stops - Exterior/Interior (brass): Usestop is not functional .a. Glynn-Johnson Bp-1 (with 6' riser whereb. Quality 301c. Bal-dwin 44824. No hinge stops permitted.
WEATHER-STRIPPING:
reguired)
Vinyl Smoke SeaI (at aII fire rat,ed doors)Adhesive backed performed copoJ-ymer weather-strip for metalframes;
Pemkoflex PFL14 PS (head + jamb).
Silicone Smoke Seal (where applicable)
Pemko 588D204 silicone snoke gasket.
only when watr I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNW, COLORADO
08700 -4
I
I
I
I
I
I
t
T
I
I
I
I
I
I
I
Exterior Door Weather_strippinc:1' Head and Jambs - p.t"i;-;ds en (extruded bronze wlth closed, cell EpDM sponge insert).2. Sill - pemk-o S6g CN iexiruaea bronze w/ neoprene insert)3. Meering Stile trateai; -----
No preference provide appropriate product.
MISCELLANEOUS
Silencers:Tlpical, 3 ea- at latch jantb of ar-I doors (except weather-stripped. )
PART 3 . EXECUTION
PREPARATION
No manufacturing orders sharl be placed untir a detaired schedulehas been submltfed to the Architect and written review returned.
Furnish hardware templates to each fabricator of doors, frames,and other work to b; factory-prepared for the instaliation oihardware. upon request, ctrec-r -tne shop drawings of such othenwork to confirm that adeguate provisi6ns will be made for theproper install-ation of hardware.
FIELD MEASUREMENTSFieLd verify alr dimensions of existing doors to receive newhardware.
INSTALLATION
MOUNTING:
wooD DooRs: unless otherwise indicated, mount door closers towood doors with sex bolts. other hardware with standard screws.
HoLLow METAL DooRs: unless otherwise indicated, mount hardwarewith machine screws.
Silencers:rnstall 3 rubber door si.lencers to latch side of each metal doorframe unless where frame is to receive weather-stripping or smokeseal-s.
Closers:
Mount to wood doors with sec boIts.
Mount to hollow metal doors with machine screws.
Masonry and Concrete:
I Mount hardware to concrete and CMU/stone masonry with drilledt expansion anchors.
I A,NTLER' coNDoMrNruMs ADDrnoN/RENovATroN
TOWN OF VAIL, EAGLE COUNTY, COLORAOO
I
I
08700 -5
o
Mount hardware to hoLlow masonry
Mount hardware to glpboard andlood screers through- to solidbehind al_l surface door stops.
MOUNTING HETGHTS:
Hardware shall be mounted at the following heights (centerline) unless indicated otherwise
ITEM:
Door Knob 36"Push Plates 46"Pulls 39"Exit Devices 36"
Peep Holes 56" -
TOLERANCES
Door undercuts shall not exceed L/2" (3/g" at thresholds) unLessotherwise noted.
Janb to door style - - 1/8" maximum
Head to door head - - I/8" maximum
END OF SECTION O87OO
with toggle bolts
plaster framed partitions withblocking. provide plastei-,i;;;
I
t
I
I
I
I
I
I
t
t
I
I
I
I
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
08700 -6
t
t
I
I
I
t
t
I
T
I
I
I
I
I
I
I
I
I
t
METAL STUD FRAMTNG SYSTEMS
PART I - GENERAI.
RELATED DOCUMENTS
Drawings and the _generar provisions of the contract, includingthe General and.suppl.ment'"ry conditions, .ppiv- to the work ofthis section. A11 wb-rk accoraing to Denver clbe'as acceptable tobuilding inspector.
SECTION 09260 - GYPSUM DRYWALL
SECTION O92OO - LATH AND PLASTER
DESCRIPTION OF WORKThe work under this section sha1l incJ-ude all materials, rabor,equi-pment and services necessary and reasonably incidentaL toprovide interior light gage non-load bearing met'al and exteriornon-'l oad bearring .stud , frami-ng systems incluling framed integraiopenings and bracing shown on-the drawing and spicified herein.
REFERENCES
AsrM c645 - Non-Loadbearing steel studs, Runners, and RigidFurri-ng Channel_s.
ASTM c754 - rnstallati-on of steer Framing Members to ReceiveScrew-Attached cypsum glallboard, Backing Board, or water-resistant Backing Board.
GA 203 - rnstallation of screw-Type steel Framing Members toRecej-ve Gypsum Board.
Fire-Rated Assemblies
A11 metal studs are components of assembries required for a fire-resistance rating, including those required foi compliance withgoverning regulations, provide studs i-denticar with units whichhave been tested and shown in the applicable UL design of the"Fire Resistance Index".
QUALITY ASSURANCE
Perform the work in accordance with GA 203 and ASTM CiS4.Maintain one copy of each document on site.
SUBMITTALS
Submit UL design assembly data sheets for each fire ratedassembly applicable to the project.
sEcTroN 09110
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
09110 -1
::lli:' '"."rfi" caralos dara showinspecifications.
o
I I
I
I
I
T
T
I
I
I
I
I
t
I
T
I
subnit shop drawlne f9r special components and instarlations notfully dimensioned 6r aetafrlJln manufacturerrs product data.
PRODUCT DELIVERY AND STORAGE
Protect metal framing from rusting and damage.
PART 2 - PRODUCTS
TtlATERTAT.S
Studs: Non-Load bearing rolled steel^r_ galvanized, C shaped, L S/g.and 3- s/8" wide; or- as noted, -es
-e.s"l--p-u-ricnea ;-.;'uliiitvaccess. Use 20 gage at jambs of all operiings'. Use 6, 20 g.g.-"iheavier at exterior warl rocations ani oth6r "ila" as detailed.Refer to notes for specific stud gauge and structurar propertiesrequired.
Runners: of same material and finish as studs unless detaileddifferently, with I L/4" Iegs or as detailed.
Bracing Members: of same materi-al and finish as studs, thicknessto suit purpose.
Furring Channels: Roll formed l/Bn X 2unless detailed di.fferently.
-Zt Furring Channels: Minimurn 24 gage.furring or as detailed.
Resilient Channels: Minimum 25 9a9e,rated party walls as indicated.
compl j_ance with the
9/L6" hot shaped, 25 gage
1" to 3" wide for interior
t/2" X 2 1/2", for sound
Ceiling Runner Channel: Cold rolled, 16 gage, t7/32. x 1L/2".Galvanized coated or black asphart painted-. use galvanized coatedin high rnoisture areas. rnstall !1' deep chann6ls at apartmentunit bath ceilings for maximum clearance.
ceiling Hanger wire: Galvanized 8 gage annealed steel wire.
wood Blocking: construction grade soft wood, non-combustible persection 06100
PART 3 - EXECUTION
GENERAL
comply with ANSr/AsrM c754, manufacturerrs instructions and/or as Idetailed. coordinate with mechanicar and electri.cal work. Do not
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO I
I
09110 -2
I
T
t
t
I
I
I
I
I
I
I
I
I
I
I
I
attach or support me| framing to ducts' piPes'Qnouta. Provlde
framing anO/or furring to conceal atl pipes, ducts, condui.ts,
racetais not indicate-d as exposed. Furnish concrete j.nserts,
steel deck hanger c1i-ps, and sirnilar devices to other trades for
installation welL in idvance of time needed for coordination with
other work. Do not bridge building expansion joints wj-th support
system, frame both sideJ of joints with furring and other support
a-s j-ndicated. Isolate stud system from transfer of structural
loading to system, both horizoitally and vertically. Pro-vide slip
ot cuinionea- type joi-nts to attain lateral supPort free from
axj.al loading. Ho115w metal jambs must be set in place prior to
frami-ng around j ambs .
WALI FRAMING
secure top and bottom runners at 24 inches o.c. A1i9n to
configuration required. At partitions extending to structural
framiig or substrite above provide top slip joint to acconmodate
vertj.cal movement as detailed or approved. Install studs
vertically at 24 inches o.c. and not more than 2 inches from
abutting Lonstruction and at corners. Install full height double
20 gage studs at openings and hollow metal frames, including
UorrlwiO lights. Fia runners under and above highest adjacent
ceilings, eicept where indicated to be extended to structural
suppori 'or sibstrate above. Install supplementary framing'
toi-t-tters, furring, blocking and biacing at opening and termination
in the work ana at loCations requj.ted to support fixtures'
equipment, services, heavy trim, furnishingr olld similar work
which cannot be adequatel-y supported directly on gypsum -boardalone. Provide load 6earing exiended wa1l areas above roof line
coordinated with parapet fiaming. Provide conEinuous bent metal
angle at parapeis to facilitate fastening coping and cap
flashing.
CEILING FRAMING
Secure hangers to structural support by connecting directly to
structure where possible, otherwGe connect to inserts clips or
other anchorage devices or fasteners as indicated. Space ceiling
suspension miin runner 4t - On o.c. and space hangers as
indicated or if not otherwise indicated, at 4' - 0n o.c. along
runners; coordinate with structuxe. Level main runners Eo a
tolerance of .),25" in 12r - On, measured both Iengthwise on each
runner and transversely between parallel runners. space Celling
furring members 24" o.6., except is otherwise indicated. Wire-tie
or cfii furring members to main ceiling runners and to other
structural supports as indicated.
END OF SECTION 09110
r ANTLERS coNDoMlNluMS ADDlrloN/RENovATloN
TOWN OF VAIL. EAGLE COUNW, COLORADO
I
I
09110 -3
I
I
I
t
I
I
t
T
I
I
I
T
T
t
I
I
sEcTroN 09200
LATH AND PLASTER AND SIMULATED STUCCO
PART 1 GENERAL
RELATED DOCUMENTS
Drawings anct the general provisions of the contractt including
the Genetal and Supplementary Condi-tions, apply to the Work of
this section. All E.I.F.S. shall meet Town of Vaj1 requirements,
ICBO Uniform Building Code Standards and Installation Guidelines'
SECTION O72OO INSULATION
SECTION 09110 METAL STUD FRAMING SYSTEMS
DESCRIPTION OF WORK
The work under this secti-on shal1 include all materials' labor,
equipment and services necessary and reasonabl-y incidental to
piotriOe exterior "simulated stucco" system (E.I.F.S.). Exterior
insulation and finj.sh system complete with accessories as
reguired and specified herein. work includes finish wall
suifaces, colonnide elemenEs, and exterior stud walls as well as
covering of new precast concrete wall panels and install new
synthetic stucco tinisn over all existing building wood siding
(Texture 1-11) wal1 areas.
SUBMITTALS
Submit manufacturert s product specifications and installati-on
instructions for each material and include other data as may be
required to show compliance with these specifications '
STANDARDS
Comply with the applicable requi-rements of ASTM C841' C84'l ' and
C842 Lxcept wherJ hore detailed or more stringent requirements
are indiiated including those of the plaster manufacturer.
E.I.F.S. shall comply with all LC.B.O. specifications and test
standards for wealhLrability as required by Denver Building
Department.
comply with all applicable requirements of Mountain states Bureau
for litnj-ng and Pllstering for certj-fication. Provide inspections
as ..""""Jry for all plaster, stucco and E.I.F.S. (simul-ated
stucco). This contractor shall notify the Mountain States Bureau
for lath, plaster and drywall before starting work on any phase
of the prbject requirj-ng certification. Furnish a certified
Craftsmanlhip.Certiiicate as issued by the bureau. No final
settlement sha11 be made until certi-ficate i-s recei.ved.
I ANTLERs coNDoMtNtuMs ADDtrtoN/RENovATloNr TowN oF vAtL, EAGLE couNw, coLoRADo
I
T
09200 -1
DELIVERY, STORAGE AND HANDLING
Except for sand and water, deliver materials to the site in
sealed containers or bags fully identified with manufacturert s
name, brand, type and grade. Store and protect materials in
accordance with reference standards.
PART 2 PRODUCTS
MATERIALS
Provide ready-mixed plaster at installer's option conplying with
ASTM C842.
Sheathing: Sheathing shall be gyP exterior grade sheathing
manufactured by U.S. Gypsum or equal . For one hour rated assembly
over metal stud walLs and colonnade enclosure walLs.
Lathing Screns: Comply with ASTM C646.
TRIM:
Base Screed: No. 3 expansion flange type.
Casing Bead: NO. 66 expansion flange type.
Corner Bead: No. 10 exPansion flange type.
Control Joints: No. 15 expansion flange.
Exterior E.I.F.S.: "simulated Stucco" System: As manufactured by
"Thorowall H" High Impact' "Drivit outsulation" or approved
equivalent. Install over new gypsum sheathj-ng board sheathing
wall areas supported on metal studs as noted. Apply non-
cementitous 100t acrylic copolymer fiber-reinforced ernuLsion
based adhesive and leveling coat 'Genesis" to provide completely
vraterproof barrier. Install E.P.S. board 1" mi-nimum thickness or
up to 3" as indicated. Install ground coat, fiberglas fabric rnesh
and final finish coat according to rnanufacturers instructions.
Use L2 oz. per sguare foot, 'Intermediatetr mesh with 250 lbs/in
tensile strength for relative impact resistance of 2.5. Use 20
oz. per Sq. Ft., "Panzer 20" mesh with 550 lbs/in tensile
strength for 25 relative impact resistance at all exterior
walk/corridor walls, banquet terrace wall, ground (3rd) floor
walk and colonnade E.I.F.S. Utilize 'Corner Mesh" 7.2 oz in
addition to mesh specified above at aII corners of waIl,
colonnade, edgeS, entranCes, windOwS and dOOrs. Texturer Cu5tom
colors and aggregate size as approved by Architect. Prepare 24" X
24- sample panels for each color - 7 days prj-or to scheduled
..Simulated stucco,, apptication for archi-tects approval. (Provide
additional sample panels with variation on custom colors and
textures as necessary until color/texture is approved. )
AI.ITLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
t
I
t
I
I
t
I
T
t
t
T
I
I
I
I
I
I
I
I
09200 -2
I PARr 3 - ExEcurroN O
I GENERAT
I Sequence E.I.F.S. inst.allation properly with the installation and
protection of other work so that neither will be damaged by the
r installation of the other.
I Inform Architect of any surface or proposed assembly which will
r not except adequate finish prior to starting work.r Start of this work constitutes acceptance of substrates as
suitable for satisfactory performance of work of this Section.
II Clean concrete base and substrates to be receive "SyntheticStucco', removing loose materials, coatings and other substances
I which might irnpair the work.I
Instafl new E.I.F.S. finish over al1 existing texture l--L1
I plywood siding wall-s.
I
INSTATLATION
I Install E.I. F.S. in strict compliance with manufacturers
I recommendations, standard detail-s and according to
recommendations of representative of the Mountain State Bureau
I for tath and Plaster, from which certification is required.
I Install base; casing bead, expansion joint, and control joint
r accessories, anchored to substrate 8u o.c. along each flange.
I Miter corners and spline joints to forrn tight accurate jointsr without offsets. InstaII access doors where indicated and/or
where reguired by mechanical and electrical trades. Install
I casing bead around all penetrations for vents, grj-lles, etc.I
Install corner beads at external corners. Reinforce internal
I corners with cornerite.
I
Install- casing beads at openj-ngs and exposed termination all
I synthetic stucco work.
I Refer to elevations for control joint layout.
t Install control joints at minimum 20' o.c. and,/or separate
E.I. F. S. into 4OO S. F. areas maximum- Align joints wi-th
door/window lines and/or as shovln.
T- PLASTER:
Complv with ASTM Cg42 and with manufacturer's instructions which
I "."'.6t. detailed or more stringent.I
I ANTLER' coNDoMrNruMs ADDrtoN/RENovATtoN
TOWN OF VA!1, EAGLE COUNTY, COLORADO
I
t
09200 -3
O
plaster t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
t
I
Apply thickness and number of coats of
referenced standards.
as required by
ALLOWABLE TOLERANCES:
For flat surfaces, do not exceed O.25" in 8'- 0" for bow, yrarp,
plumb or level, including surfaces to receive applied thick
bodied finishes.
CUTTING AND PATCHING:
Cut, patch, point-up and repair nsynthetic stucco' as necessary
to accommodate other work and to restore cracks, dents and
irnperfections.
Repair or replace work to eliminate blisters, buckles, excessive
crazi-ng and check crackingr dry-outsr efflorescence, sweat-outs,
and simil-ar defects, including areas to the work which do not
cornply with specified tolerances and where bond to the substrate
has failed....
CLE.ANING AND PROTECTION:
Remove temporary protection and enclosure of ot.her work. Promptly
remove 'synthetJ-c stuccon from surfaces which are not be covered.
Repair floors, walls and other surfaces which have been stainedr
rnarred or otherwise danaged during the E.I.F.S. work.
When "synthetic stuccotr work is completedr remove unused
materials, containers and equipment and clean floors, stone
walls, walks, etc.
Installer shall advise contractor of requirements for the
protection of "synthetic stucco' from deterioration and damage
during the remainder of the construction period.
END OF SECTION O92OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
09200 -4
I
I
I
I
t
T
I
I
I
I
t
I
I
I
I
I
sEcTroN 09260
GYPSUM WALLBOARD SYSTEMS
PART 1 GENERAL
RELATED DOCUMENTS:
Drawings and the General Provisions of the contract including
General and Supplementary Condltions, apply to the work of this
section. All work rnust conform to Uniform Building Code, 1997
Edition, as interpreted by building officials and,/or inspectors.
SECTION 09110 - METAL STUD FRAMING SYSTEMS
DESCRIPTION OF WORK: The extent of the gypsum wallboard work isgenerally shown on the drawings and in schedules, and is hereby
defined to include glpsum board work with a taPe-and-compoundjoint treatment system known as trdrywall finishing' work, as well
as dash texture finishing and sprayed on simulated acoustj-c
ceiling treatment. It it tbo iatrot of tbis ncr coaltruetion rortt
tcolta to cov.r al'l' pipiag, ductl , eoaduit, ctc. ritb furrcd
cciliagr, aoffita, .tc., unlcrs otbcrricc aotcd or apecificrlly
approvcd io rrlting.
The type of work required include the followingl
Gypsum wallboard including screw-type metal support system for
walls or ceilings. Glpsum wallboard finishing (joint tape-and-
compound treatment).
Incidental drywall furring and patching to cover work of others
although not specifically shown.
OUALITY ASSURANCE:
Fire-Resistance Rating: Where work is indicated for fire-
resistance ratings, including those required to comply with
governing regulations, provide materials and installations
identical with applj-cable assemblies which have been tested and
Iisted by recognized authorj.tj-es including UL and ANSI A 9'7.L.
Generally one hour rated wall assembly throughout except two hour
rated wall assenblies required at shafts and exit stairs and,/or
as indicated on plans and required by 1997 UBC as interpreted by
Town of VaiI authorities.
1. Industry Standard: Comply with applicable requJ-rements of GA-
216 "Applicatj-on and Finishing of Gypsum Board" by the Gypsum
Associ.ation, except where more detailed or more stringent
requirements are indicated including the recommendation of the
manufacturer (i.e.) U.S. Gypsum SA 922, SA 923, SA 927-
2. Allowable Tolerances: L/L6" offsets between planes of board
faces, and'1/4" in 8'-0" for plumb' 1eve1, warp and bow.
I ANTLERs coNDoMrNruMs ADDrroN/RENovATroNI TOWN OF VAIL, EAGLE COUNW, COLORADO
I
t
09260 -1
3. Manufa"t,rr"r9 obtain gypsum uoural trim accessories,adhesives, and joint treatment products from a single
manufacturer, or from manufacturers reconunended by the prime
manufacturer of gypsum boards.
PRODUCT IIANDLING:
Deliver gypsum wallboard materials in sealed containers and
bundles, fully identified with manufacturerts namer brand type and
grade; store in dry, well ventilated space' protected from the
weather, under cover and off the ground.
JOB CONDITIONS:Maintain ambient temperatures at not less than 55 degrees
Fahrenheit, tox the period of 24 hours before wa1l board
finishing, during installation and until compounds are dry.
PART 2 PRODUCTS
METAT SUPPORT MATERIALS:
GENERAL: To the extent not otherwise indicated' conply with ASTM
c'154, "Installation of Steel Framing Members to Recej.ve Screw-
Attached Gypsun Wallboard' (as specified and recommended) for
metal system supporting glpsum wallboard work.
CEILING SUSPENSION MAIN RUNNERSz L-t/2" steel channels, 0.475 Ib:
per ft. cold-rolled. Use 3/4" steeL channels only where clearance
to piping and ducting will not permit I l/2 depth channels.
Hanger Wire: ASTM A641' soft, Class 1 galvanized' Iprestretched; sized in accordance with ASTM C754. I
Hanger Anchorage Devices: Size for 3 x calculated loads'
except size direct-pull concrete inserts for 5 x calculated
loads I
STUDS: ASTM C645; 25 gauge, unless otherwise noted. Sizes as Iindicated on drawings. Utilize galvanized studs at all exterior I
wa1ls.
Runners: Match studs; type recommended by stud manufacturer
for floor and ceiling support of studs, and for vertical
abutment of wallboard work at other work.
Stud system Accessories: Provide stud manufacturer's standard
clips, shoes, ties, reinforcernents' fasteners and other
accessories as needed for a complete stud system.
FURRING MEMBERS: ASTM C645; gauge' hat-shaped. Provide galvanized
hat channels for exterior locations.
I
I
t
t
I
T
I
I
I
ANTLERS CONDOM!NIUMS ADDIIION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
T
I
09260 -2
I
I
I
FASTENERS: Type una O. recommended by furringQr,lrtuttrrer for
the substrate and application indicated.
BOARD MATERIALS:
EXPOSED GYPSUM BOARD: ASTM C36, tapered edge, 5./8' thick' Type X,
4 tE. width by maximum lengths to minimize edge joints, typical
throughout for one hour rated partitions. Use Tlpe 'Xr throughout
for one hour.rated assembly.
EXPoSED GYPSUM BOARD FURRING: ASTM C36 tapered edge L/2 thick'
I use for furring at. concrete waLls and ceilings not required forI fire rated assembly.
I WATER RESISTANT GYPSUM BOARD: (Green board)
I restroom tile wainscot.
GYPSUM BACKING BOARD: ASTM C442 5/8" thick'
otherwj.se indicated, 4 fX width,
at public
TYPE 'Xr unless
SOFFIT BOARD AND SHOWER/TUB TILE BACKER BOARD: ShAll bC L/2"
thick fj-berglas reinforced cement board, "Durock" manufactured by
U.S. Gypsum, "Dens-Glas Mfg. by Georgia Pacific or "Wonder
Board". use 5/8" thick fiberglas reinforced cement board behind
aII ceramic tile wall finish at condominlum unit showers and tubs
and at tile at fitness shower.
TRIM ACCESSORTES:
No. 104A or No. 800 for external corners.
No. 200A for termination exposed to view.
No. 093 for expansi-on control ioints.
I
t
I
I
t
t
I
I
I
t
I
JOINT TREATMENT,coats and vinyl
r-rwt/HJ.rrY.
JOINT TREATMENT,
type.
INTERIOR: Chemical setting type, for first 2
type top coat specially formulated for finish
EXTERIOR: Moisture resistant chemical setting
MISCELLANEOUS MATERIALS :
GENERAL: Provide auxili-ary materials for gypsum wallboard work of
the type and grade recommended by the manufacturer of the gypsum
board.
GYPSUM BOARD FASTENERS: Comply with GA-216.
CONCEALED ACOUSTICAL SEALANT: Mastic type; non-shrinking' non-
dryj-ng, non-mi-grating and non-staining.
SOUND ATTENUATION BLANKETS: Thermafiber (Rock Wool) batts,
without membrdne, Class 25 flame spread. Provide 3" thick mineral
fiber 3.0 lb. density in new partitions as indicated on wal1 type
I ANTLERs coNDoMrNruMs ADDrroN/RENovATroNI TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
t
09260 -3
detail-s forinsulation."lo reduction refer s""tt oizoo-z for sound
ACCESS PANELS: Milcor or approved eguaL, Style M 16 or li gaugesteel frame and panel respectively, concealed spring hinges,rnetal cam, prime. Size as required, UL Label consistent with firerating of wall- location.
PART 3 EXECUTION
':.
INSTALTATION OE' METAL SUPPORT SYSTEMS:
GENERAL: To the extent not otherwise indicated, comply with ASTM
C754, and manufacturerrs instructions. Coordinate with mechanica]
and electrical work. Do not attach or support metaJ- frarning toducts, pipes, conduit.
Space ceiling suspension nain runners 4'-0" o.c. and space
hangers as indicated or if not otherwise indicated, at 4t o.c.along runners; coordinate with structure. Space furring membersat 2t -0" o.c. unless otherwise indicated.
Install runner tracks at floors, ceiling and structural wa1ls and
columns where gypsum wallboard stud system abuts other work. I
Extend partition stud system through suspended acousticalceilings and elsewhere as indicated to the structural support or Isubstrate above the ceiling for corridors and between units. I
Space studs 24n o.c., except as otherwise indicated.
DOOR FRAMES:Install 20 gauge janb studs at door frames as indicated. Spacejack studs over door frames at same space as partitlon studs.
FoIIow recommendations set forth in National Gypsum Co. Technical
Bulletin 9-2171.
lilire-tie or clip furring members to main ceiling runners and to
other structural supports as j-ndicated.
Space waIl furring members 24n o.c. except as otherwise
indicated.
Fj.t tight to conduits, other work concealed by furring. Install
boards just prior to wallboard application.
GENERAL GYPSUM BOARD INSTALLATION RE9UIREMENTS:
GENERAL:Install sound'attenuation blankets as indicated' at stud party
waIIs, prior to gypsum board unless readily installed after board
ANTLERS CONDOMINIUMS ADDITION/RENOVATION 09260.4
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
t
I
t
has been instatted.Qarrr"" Rc-L resilient "t."rr with oneadditional layer of 5/8" drywall at one side of all stud partywalls. (Refer plans.)
InstaLl metal trim and accessories wi-th screws.
GENERAL STANDARDS: In addition to compliance with GA-216, complywith manufactulerrs instructions and reguirements for fire-resistance ratings (if any) whichever is most strj-ngent.
INSTALLATION: Install ceiling boards in the direction and mannerwhich will minirnize the number of end-butt joints, and which willavoid end joints in the central area of each ceiling. Stagger endjoints at least L'-0n.
Install wall/partition boards whether for vertical (parallel), orhorizontal (perpendicular) application at Contractorrs option;except where fire or sound rating requires a particulardirection, comply with the method stated in GA-600 for t,he tested
assembly. AII metal studs must be covered by at least one layerof drywall on each side, fu1l height, for fire rating.
Form control joints and expansion joints with space between edgesof boards, prepared to receive trim accessorles. Locate at 30'-0"
maximum on center at interior spaces and 20r-0rr maximum on centerat exterior spaces. Installing Contractor shal1 provide proposedlocation drawings for Architect/Owner approval .
At rated walls cover both faces of studs with gypsum board in
concealed spaces.
Space fasteners j-n gypsum boards in accordance with GA-2L6 andmanufacturer's recommendations, except as otherwise j.ndlcated.
SPECIAT GYPSUM BOARD APPLICATIONS:At showers, tubs and similar 'wet' areas, install fiberglasreinforced cement board behind ceramic tile, etc. Apply with un-cut long edge at bottom of work, and space I/4" above fixturelips. A11 partitions at tubs and showers must receive fu11 heightdrywall for complete fire rating as required.
INSTALLATION OF WALI,BOARD FINISHING:
GENERAL: Apply treatment at gypsum board joints (both
directions), flanges of trim accessories, penetratj-ons, fastener
heads, surface defects and elsewhere as required to prepare work
for decoration. Prefill open joints and rounded or beveled edges,
using type compound reconmended by manufacturer.
I ANTLERS coNDoMrNruMs ADDlroN/RENovATroNI TOWN OF VAIL. EAGLE COUNTY, COLORADO
I
I
09260 -5
Apply joint a"l "a joints between n"o"utoards, except wheretrim accessory is indicated. Tape in corner beads and terminationmetal (except exposed type)
Apply joint compound in 3 coats (not including prefill ofopenings in base), and sand between last 2 coats and after lastcoat.
Review and coordinate with Finish Schedules and painting 09900Sectj-ons to assure proper conditions to receive finishes asrequired and specified.
DrywaII texture coat shall be medium hawk & trowel texture asapproved by Architect and Ownerrs Representative at aLl new condounits and reception/gallery. Provide three sample panels ofalternative textures at least 24" X 24" for inspection andapproval at least 7 days prior to beginning texture finishoperation. Provide smooth finish where vinyl wallcovering isspecifj-ed. Provide orange peel texture at all public areasincluding banquet room, public restrooms, halls, vestibules,conference, fitness, banquet kitchen, offices, ski return lobby,ski lockers, ramp, housekeeping, etc.
Simulated acoustic sprayed-on finish for aII interior concreteslab and/or drywall ceiling surfaces to serve as finishedceilings as scheduled. Simulated acoustic plaster coating shallbe 'rPlaster Tex' or "Imperial QT' texture finish by U.S.G.aggregated powder ingredient to produce acoustical finish
appearance with spray application medium heavy texture, one coatoff-white color throughout. Provide three 24n X 24' sarnple panels
of alternative simulated acoustic ceiling finish for approval ofArchj.tect and Owner Representatj.ve ? days prior to beginning
simulated acoustic ceiling work.
END OF SECTION 09260
ANTLERS CONDOMINIUMS ADOITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
t
I
T
I
I
I
I
t
I
I
I
I
t
I
I
I
I
I
09260 -6
t sEcroN oe3oo
I rLE woRK
PART I GENERAL
I Standards: Material and installation standards of the Tile Council of America (TCA)
r and ANSI 137.1 apply to the work, except as otherwise indicated.
I
Submittals: With manufacturer's specifications and installation instructions for tile
I work, submit 3 samples minimum of each type, class, color, and texture of tile
I mounted on 12" square backing with joints grouted.
I Glazed Wall and Vanity Counter Top Tile: "Standard Grade", cushion edge, use forI bath floors, shower enclosures to ceiling, steam shower ceiling, tub walls to
ceilinqs. Size 6" X 6" and 12' X 12".
- Stone Floor and Kitchen Counter Top Tile: 12'X 12" X 1", colors and patterns.
r Use as unit entries, kitchen counters/splash and fireplace hearths and fronts.
I
Tile Floor: 12" X 12" ceramic tile flooring at kitchens.
t Trim Shapes: Same material, size, color, and texture as field tile. Use bullnose for
exposed top edge, cove baso, etc.
I Cement Mortar and Grout: ANSI A 108 Series, materials and installation for floor
tile.
r Organic Tile Adhesive: ANSI A 136.1 with recommended primer-sealer for
bathroom wall tile and countertop tile.
I- Precast Tenazzo Shower Basin: Sizes as shown on plans and included in fixture
I list. Install with ceramic tile walls and 3/8" thick glass partitions/doors as required.
I
Latex Grout: Factory blend of Portland cement and latex additives for restroom
I tile. Flexible Grout Additive: L & M Surco Company.
I
Exterior Grout: Type S mortar with "Latacrete" additive. Color to match flagstone
I as selected.I
I
I ANTLERS coNDoMtNtuMS ADDlrtoN/RENovATloN o93oo-1
I TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
Installation: Cornoli*i,h TCA "Handbook to, c"r..itile Instattation" and ANSI
A 1O8.1 through A 108.7 as applicable for type of tile and method of instatlation.
Comply with manufacturer's instructions for application of proprietary matbrials.
Joint Pattern: Use grid pattern with 1/16" wide joints, unless otherwise indicated.
Expansion and Control Joints: As shown, and per TCA "Handbook". See Section
O792O Sealants and Caulking.
Cleaning and Protection: Clean tile per TCA recommendations and manufacturer's
instructions.
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
STANDARD FINISHES
Master Bathrooms:
Floor:
Base:
Wall:
Accent Tile :
Floor:
Base
Design materials, Vetrinato 12 X 12 tile #31AC3
Color Bruno
314' X5112' knotty pine, slightly eased
chamfered edge
Daltile #X735 Matte Almond 6 X 6
Decorative Materials: "Country Cabin" pinecone
2 X 2, random pattern color as selected.
Countertop
and Backsplash: Daltile #X735 Matte Almond 6 X 6
Secondary Baths:
Design materials, V€trinato 12X 12 tile #31AC3
Color Bruno
3/4' X 5 112' Knotty Pine, Slightly eased
Chamfered edga
Wall Daltile #X735 6 X 6 matte Color Matte Almond
Accent Tile Decorate Materials: "Oak Leaf + Acorn" 1ya X 6
color as selected
Counter and
Backsplash: Daltile tX735 Matte Almond 6 X 6
ANTLERS CONDOMINIUMS ADDITON/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
0930G2
I
I
I
I
I
I Kitchen
Floor
Countertop -
Backsplash IMG polished granite 12 X 1 2 and 6 X 12
Juperana Columbo, butt joints.
Entry/Fireplace
Hearth & Surround: Sandstona 12X 12 color Colorado Buff. Utilize colored
grout as selected to match sandstone.
Contractor submit alternate pricing for the following upgrades to be selection by
I Purchaser.
I
UPGRADES
I Bathroomr #17 Floot: Design Materials Slate, ungauged 12 X t2 Aspen
#18 Walls: IMG Limestone 12 X 12 Gascogne Bleu
#19 Countertop: IMG Limestone slab
#20 Backsplash: IMG Limestone 6 X 6 Gascogne Bleu
#21 Floor, Walls, Countertop, Backsplash: IMG Marble polished Creama
Marfif 12 X 12
o
Dalti
o
fe "Cuftura", color Leather #C633 12X 12
I *'t"n"?r, ,,oorr rMG srate, gauged Jak 12 x 12
#23 Flootz IMG Slate, ungauged Lilac 12 X 12
| #24 Countertop: IMG Granite, polished slab Manola Brown
#25 Countertop: toilC Cranite, polished slab Giallo Veneziana
I
r End of Section 09300
I
t
I
T
I
I ANTLERs coNDoMrNruMs ADDrroN/RENovATtoNI TowN oF VAIL, EAGLE COUNTY, COLORADO
I
I
09300-3
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 09500
ACOUSTIC SUSPENDED
PART I - GENERAL
AND GLUE.ON CEILING SYSTEMS
Standards: Comply with the following: ASTM C 635 - performance
requirements for suspension systemi AIMA Bulletin - Acoustic Unit
Performance Data as published by Acoustsical and Insulating
Materials Association.
SUBMITTALS: Provide two samples of each ceiling tile and runners
for each system. Comply with Section 01340' provide manufacturers
product data and installation recommendations.
PART II - PRODUCIS
ExPosed Grid Suspension Systems: Intermediate duty. Standard DX
Grid for normal use environments with white painted finish on
exposed runners. Armstrong, GoId Bond' U.S.G. or equal . U.S.G-
"Fineline. grid color to match U.S.G. 'Interline" Panels.
Moldings: angle type finished to match exposed runners.
I Provide direct or indirect hung system' at the ContractortsI option. Provide components as requi.red to support ceiling loads
and tile used in the work and for scoPe of access indicated.
Access: Provide 24" x 24" sLze access areas fabricated from
acoustic tile and speci-a1 cross members. Locate where reguired or
as shown.
Acoustic Panels: Flame spread of 25 or less. Other performance
data as published by AIMA. Provide UsG "Interline" recess edge
panels, 24" X 24" slze, for exposed slotted grid areas not less
than 3/4" thick, equivalent recess edge panels by Armstrong,
color as selected by Architect. Provide square edge panels 24" X
49" size for exposed DX grid, white, 5/8" thick. "Fine Fissured"
by USG or equal, as approved by Architect.
Non-rated suspended ceiling assenbly throughout.
Drywall Lay-in Panels: Utilize 1/2" gypsum board panels at garage
ceiling areas under new condominium unit floors to serve as
finish ceiling while furnishing access to utility lines serving
condominium residence.
Acoustic TiLe: (Glue-on) 'F' Fissured Acoustone Firecode by USG or
Equivalent, 24 X 24 X 3/4', CAC Range 40-45, NRC -65 - .'75, J-ight
reflectanc. .?5, white. (Refer Room Finish Schedule)
I ANTLERS CONDOMTNTUMS ADDTTTON/RENOVATION
I TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
09500-1
Piberglas neitcea cement Pane1s, u0i"" t/2n f iberglas
reinforced cement panels for lay-in at exterior suspended
soffit/ceiling areas under terraces' above garage r.rmp', above
north automobile entry portal, etc. as indlcated on plans.
PART III - EXECUTION
Installation:
Balance borders using fuLl size acoustic unitsr or where cutting
is required use not less Ehan L/2 unit width wherever possible.
Job conditions: Comply with reconunendations of AIIIA Bulletin and
acoustic unit manufacturer's recommendations.
Suspension systems: Exposed grid installed in accordance with
manufacturerr s instructions and recommendations of Art. 2
"InstalLation of Components' of ASTM C 636. Provide moldings
where ceiling meet walls, partitions and other vertical elements
to match suspension grid, ('Fine1ine' or Standard "DX'). Provide
suspension system adequate to support drywall panels at gatage.
Utilize "Interline" recessed edge panel system by USG 24" X 24n X
3/4" at Banquet, Managers Office' Lobby, Housekeeping and as
scheduled. Color white as selected by Architect.
Utilize acoustic tile, (glue-on) , 24" x 24" X 3/4" at raj.sed
ceiling areas of lobbies, banquet room and as scheduled and
detailed. Color l{hite. (Refer Room Finj.sh Schedule.)
END OF SECTION O93OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
I
I
I
I
I
I
I
I
I
I
t
I
I
T
I
T
I
I
I
09500-2
I
T
T
t
sEcTroN 09650
RESTLIENT FLOORING AND BASE
PART I GENERAT
WORK INCLUDEDSupply and install all Resilj-ent Flooring as shown on the
Drawings and as specified herein. AIl finish flooring shall be
"s1i-p-resistantw.
I Submit two samples of each material- specified herein, together
I wj-th manufacturers recommended installation inforrnation.
RELATED WORK: SECTION 09580 - CARPET
INSPECTION:
Examine all subsurfaces to receive Work and report in writlng to
General Contractor, with a copy to Architectr anY conditions
detrimental. Failure to observe this injunction constitutes a
waiver to any subsequent claims to the contrary and holds
Resilient Flooring Contractor responsible for any corrections
which may be required. Commencement of Work will be construed as
acceptance of all subsurfaces.
PART II - PRODUCTS
SHEET VINYL:
Colors and patterns to be selected by Architect and complying
with Federal Specifications SS-T-312b (1) Type IV comp. 7,
asbestos free and ASTM F1066-8?. Tarkett, Expressions *2067
Adobe, SheI1, Sienna.
RESILIENT BASE:4' and 5" high, coved toe, 1/8" gauge, standard rubber walI base
as manufactured by Johnsonite. Architect shall select colors from
the following: Johnsonite "Wa11 Base", Armstrong "Rubber WB",
equivalent Burke "Top Set Base'.
Utilize 6" base at banquet kj.tchen and public restrooms. 4"
elsewhere.
UNDERLAYMENT: Install trowel-on cementitious underlayment,("f1oor Stone" or equivalent) where required transition to
adjacent finish materj.al. Install skim coat underlayment of
thickness as required to member finish sheet vinyl flooring flush
with adjacent finish floor covering at, public restroomsr banquet
kitchen, etc.
t
t
I
T
I
I
I
I
I
I
T
I ANTLERS coNDoMrNruMS ADDlroN/RENovATroNI TOWN OF VAIL, EAGT€ COUNTY, COLORADO
I
I
09650 -1
'-IDELIVERY AND S1UAGE:Deliver materials to job site
unopened packaging and adequatelystored in dry location at the site.
in manufacturerr s original,protect against damagq while
PART III - EXECUTION
PREPAR,ATlON:
Subsurfaces shall be thoroughly dry (verify by rnoisture metertests), free of unevenness, foreign rnaterial (oil, grease, paint,
etc. ) and broom-clean. Maintain temperature recommended bymanufacturer in spaces where Work is being done and wherematerial is stored for periods of time. Install underlayment withadhesive at all, banquet kitchen, Iaundry and public restrooms ofthickness necessary to flush with adjacent floor finish.
INSTALLATION:
Comply with manufacturerr s written instructions and useContractor approved by rnanufacturer. Apply primer per recom-
mendations of manufacturer.
Lay sheet flooring with minimum number of seans, tight, straight
and smooth.
Seal all units firmly into adhesivesi make joints tight, straight,and inconspicuous. Any door opening between spaces havingdifferent types of flooring at which no threshold occurs, shaIl
have change of rnaterial rnade under door in cl-osed position.
Make finish lilork free of buckles, cracks, breaks, waves, andprojecting edges, neatly fitted into projections. Apply edgingstrips at exposed edges of material not otherwise protected so topof strip is at same level as flooring.
Install vinyl base at all resilient sheet flooring.
Use "FLoor Stone" as necessary to create a smooth substrate forsheet vinyl flooring where necessary to patch chips, hol-es, etc.in concrete slabs and to feather transitions at thresholds andtransition to adjacent flooring material .
CLEANING, PROTECTION AND FINISHING:After installation, s$reep floors of particles and other foreignmaterials harmful to flooring. Neatly apply non-staining buildingpaper, firmly fastened down, to floor surfaces.
Near completion of the project and when approved by Architect,
remove paper, clean and buff flooring per manufacturerrs printed
instructions. .Use no acids or caustic solutions.
END OF SECTION 09550
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
I
I
I
t
I
T
T
T
T
I
I
t
t
I
I
I
I
09650 -2
t
t
I
I
I
I
I
I
I
I
sEcTroN 09680
CARPET
PART 1 - GENER,AL
WORK INCLUDED
Carpeting
RETATED WORK
SECTION 09650 - Resil-ient Flooring and Base
SECTION 01630 - Product Options and Substitutions
QUALITY ASSURANCE
The carpet installer shall comply with the standards establj.shed
by the American Carpet Institute. Installation of carpet shall be
by a carpet shop with at least four years experience with the
proposed application and shall be performed by skilled mechanics
in accordance with recommendations of the manufacturer of the
materiaLs.
carpet rnateriaLs shall be from a single dye lot. Visible
differences in color or texture shall be grounds for rejection
and replacement wlth new material at the Contractor's expense.
Colors as selected bv Architilct (maximum of ten different
colors).
I Submit carpet name, manufacturer, and complete specificationr data. Submit name of adhesive and seam cement proposed for
installation.
SAMPLES: Two samples for each carpet selected.
WARRANTYProvide manufacturer's ten year warranty against flaws i-n
materials or manufacture. Warranty sha1l provide for carpet
replacement of excessive wear occurs within the warranty period.
PART 2 - PRODUCTS
ACCE PTABLE MANUFACTURERS
t
I
I
T
t
SUBMITTALS
SHOP DRAI{INGS AND PRODUCT DATA
Submit shop drawing (s) of carpet
Architect I s review.
searning layout for the
I ANTLERS coNDoMrNruMs ADDrroN/RENovATroNI TOWN OF VAIL. EAGLE COUNTY, COLORADO
I
I
09680 -1
Condomi.nium:
Shaw Carpets: n uda" color - Meridi.an 00
o
130 with rebond pad
Carpet at public areas: A11 floor corridors, hall, Iobby, ,
accounting, sales, lounge/library, ' managers office' asst. mqr.
office, lobby/ga]1ery, reception, reservations - Designweave,
Caravan *9848t3-Mirage, with enhancer laminate w/ moisture barrier
backS-ng.
Banquet and conference/meeting - Shaw Industries' Hos_pi.tality
Designs, Navax pointe #50L38 Color - Cardigan Bay *38391 with
enhancer laminated with moisture barrier backing.
ADHESIVE
Adhesive for use in carpeting work shall be non-toxic' non-
flammable waterProof release tyPe cement as recommended by the
carpet manufacturer for the intended application.
PART 3 - EXECUTION
INSPECTION
Inspect all floor surfaces to receive carpeting, existing tile'
maslic, etc. shatl remain as necessary. Conunencement of calpet
installation shall be taken as acceptance of surface and
responsibility for finished product.
PREPARATION
Repair and/or modify existing floor surface as required. with
"Fioorstone' o! skim coat to provide level, even floor suitable
for carpet installation. Speciat. care shall be taken at doorhlays
where a-djacent room floor coverings will member with new carpet
installation.
INSTALLATIONcarpet shall be installed, wall to wall, using continuous lengths
and broadest widths possible to mininize the Placement of seams in
traffic lanes. Cut edges shall be trued and appropriately treated
to form invisible and -non-raveling joj.nts where exposed. Recommend
procedures for installation furnished by the manufacturer shall be
followed exactly. No pieces of less than 4t in width shall be
installed in cbrridorl or traffic Patterns. Pieces of less than
2t in width shall not be used except where such a width is
required to complete flooring in excess of ful-I ro11 widths.
DIRECT GLUED DOWN APPLICATION
Exterj-or corridor/walk, carpetj.ng shall be applied by direct glue-
down methods. The substrate shall be inspected and prepared for
the instatlation of carpet. Remove all oil, wax, dirtr or any
other material which may affect adhesion'
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
o
SaI
I
I
I
I
t
I
I
I
I
I
T
T
I
I
I
I
I
I
I
09680 -2
I
I
t
I
I
I
I
I
I
I
t
t
T
I
I
FIELD QUAIITY CONTROL
Inetalied carpet shall be free of spots, dirt or soil and shall be
without tears and frayed or pu11ed tufts and shalL be free of
obvj-ous color variations at seams. Carpet shal1 be smooth and free
of humps or air bubbles between carPet and substrate. Any such
defecti which cannot be remedied to the satisfaction of the
Architect shall require removal of carpet affected and replacement
with new materials.
AD.'USTING AND CLEANING
After installation is complete, clean up atl dirt and debris and
remove all soiled spots from carpet with cleaning agents
recommended by the manufacturer. Remove all loose threads. Remove
excess adhesive from carpet and adjacent areas. Thoroughly clean
carPet.
EXTRA STOCK
Carpet scraps larger than 5r-0" in minimum dimension shall be
delivered to tne d*nner. Provide a minimum of 20 square yards of
each color carpet for Owner's stock.
END OF SECTION 09680
t
I ANTLERs coNDoMrNtuMs ADDtrtoN/RENovATtoNr TowN oF vAtL, EAGLE couNw, coLoRADo
I
I
09680 -3
I
I
I
I
T
t
I
t
I
I
I
I
t
t
t
I
SECTION O99OO
PAINTING
PART 1 GENER,AL
RELATED DOCUMENTS: Drawings and the general provisions of the
contract including the general and supplementary conditions apply
to the work of this section.
DESCRIPTION OF V|ORK: The extent of painting work is shown on the
drawings and schedules, and as herein specified. It is the intent
of thii work that all exposed surfaces be finished or painted.
The work includes painting and finishing of newly installed'-
remodeled, or replaced interior and exterior exposet''. i-tems and
surfaces throughout the project, except as otherwise indicated on
the drawings.
Also include new mechanical grilles, exposed ductwork, registerst
louvers (except prefinished aluminum), access panel doors and
frames and panei covers and frames for electrical work and
systems
"Paint" as used herein means all coating systems materials'
includlng primers, emulsions, enamels, stains, sealers and
fi1lers, - and other applied materials whether used as prime'
intermediate or fi-nish coats.
Paint work required shalf include new hollow metal doors and
frames, (painL reused exlsting frames(including elevator door
frames) and panels to match new hollow metal work), new drywall'
patched plaster wa1ls and ceiling, new grillesr etc.
Paint interior of existing stairwells. Restore and paint alI
exterior concrete as indicated on drawings.
PAINTING NOT INCLUDED: The following categories of work are not
included as part of the field-applied finish work, or are
included in other sections of Ehese specifications.
shop Priming: unless otherwise specified, shop priming of ferrous
metll items is included under the various sections for structural
steel, miscellaneous metal, hollow metal work, and similar items.
A1so, for fabricated components such as shop-fabrj.cated or
factory-built mechanical and electrical equipment or accessories.
Pre-Pinished Items: Unless otherwise indicated, do not require
painting when prefinishing, factory-finishing or installer
i:.trisniiq is 'spetified for such items as (but not limited to)
metal toilet enclosures, prefinished partition systems, acoustic
I ANTLERS coNDoMtNtuMs ADDtrtoN/RENovATtoNr TowN oF vAtL. EAGLE couNw, coLoRADo
I
t
09900 -1
materials, ru.t, finished casework, ri*nea mechanical and
electrical equipnent including light fixtures, maj-n switchgear
and distribulion cabinets, copper flashing integral , color
E.I.F.S., doors and equipment, pre finished clad window and door
frames' and other prefinished metals.
Untouched Existing Surfaces: Unless otherwise indicated' Painting
is not required on surfaces of natural stone' synthetic stucco or
mechanicai and storage areas which are not scheduled for
renovatj-on and generally inaccessible areas, fan rooms' elevator
equipment room, pipe spaces, duct shafts and elevator shafts.
Finished Metat Surfaces: Metal surfaces of prefinished' factory
coated or anodized aluminum, stainless steel' chromium Plate,
baked enamel, copper, bronze, and similar finished materials will
not require finish painting, unless othervrise indicated'
operating Parts and Labels: Moving parts of operating units'
michanicil and electrical parts, such as valve and damper
operators, Iinkages, sinkages, sensing devices, motorr and fan
sirafts will nol require finish painting unless otherwise
indicated.
Do not paint over any code-required labels, such as Underwritersr
Laborat-ories and Faclory Mutual, or any equipment identification;
performance rating' name or nomenclature plates '
unfinished Areas: Do not paint floors, walls or ceili.ngs of rooms
or spaces scheduled as unfinisbed'
QUALITY ASSURANCE: Mere not othelwise specified' foll-ow
iecommendations of "Paj.nting and Decorating Contractors of
America, TyPe 1, Recomrnended Jobs''
SUBMITTALS
SAMPLES: Submit samples for Owner's Representative and Architects
review of color and texture selected from full line of colors
avaiLable. contractor to submit sample books for this purpose.
On actual surfaces to receive paint and other exterior and
interior bullding comPonents, dupticate painted- finishes of the
pieparea samples.- On it least 10 sq. ft. of.surface as directed,
itoiiO. fulllcoat finish samples untit reguired sheen, color and
iexture is obtainedi simulale finished lighting conditions for
review of in-place work. Prepare sample concrete
iestoration/textured finish area 4t X 4r for Architects and
O;;;;;s iepre6entative approval: Also concrete block finish.
ANTLERS CONDOM]NIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
I
I
09900 -2
I
I
I
I
I
I
I
I
I
I
Submit 3 samples torQ"n of the fotlowing: pairQa gypsum board
15" X 15" sample stained or natural finish wood door L2" x L2"
sample
DELIVERY AND STORAGE: Deliver aII materials to the jobsite in
origS-naI, new and unopened packages and containers bearing
manufacturer's name and label, and name of materj.alr FS number if
applicable, stock nunlcer, date of manufacture' contents by volume
for major constituents, thinning and application instructions,
color number and name .
Assign room or space for Installer use and storage' adeguately
I illuminated and venti.lated. Follow applicable safety laws and
I regulations.
JOB CONDITIONS: Apply paints only when the temperature of
surfaces to be painted and the surrounding air temperatures axe
between 45 degrees Fahrenheit and 95 degrees Fahrenheit unless
otherwise permitted by the paint manufacturerrs printed
instructi-ons.
Do not apply paint in snow, rain, fog or mist; or when the
relative hurnidity exceeds 85t; or to damp or wet surfacesi unless
otherwise permitted by the paint manufacturer's printed
instructions.
Paint,ing may be continued duri.ng inclement weather only if the
areas and surfaces to be painted are enclosed and heated within
the temperature limits specified by the paint manufacture during
application and drying peri-ods.
PART 2 PRODUCTS
COLORS AND FINISHES:
I Color Pigment: Pure, non-fading applicable types to suit the
I substrates and services indicated. Limit lead content as required
by law.
Paint Coordination: Provj-de finish coats whlch are compatible
wj.th prime paints used. Review other sections of these
specifications in which prime paints are to be provided to insure
compatibility of total coating system for various substrates.
Upon request from other trades, furnish informatlon on
characteristics of finish materials proposed for use, to insure
compatible prime coats are used.
MANUFACTURES
r A11 paint for'interior surfaces shall be washable.
I
I
I
t
I ANTLERs coNDoMrNruMs ADDrroN/RENovATroNI TOWN OF VAIL, EAGLE COUNW, COLORADO
T
I
09900 -3
Provide paint rnQe.iur" manufactured by onlo, the following:
Masonry, Concrete and fiberglas reinforced cement boardcoating:
Thoro System Products, Thorite, Thorocoat
PAINT:
Pittsburgh
KWAL
Glidden
Komac
Benjamin Moore
Polyurethane finish: "Varathane" or "Marvathane" or equal.
Provide glazed coatings by:
Lurninal 'Ceram' Glidden
Tnemec
GLOSS
Provide finish coats with gloss rating on 60 degrees gloss meter
as shown on paint schedule and as follows! Low = 11 to 39; Semi =40 to 59; Gloss = 60 or more.
Provide barrier coats over incompatible primers or remove and
reprime as required. Notify the Architect in writing of any
anticipated problems using specified coating systems with
substrates primed by others.
WOOD STAINPainter to submit samples of stain and polyurethane- coating on
prepared hardwood, doors, etc. to match materials used at site.
Additional samples until approved by owner and architect.
MATERIAL QUALITY: Provide the best quality grade of the various
types of coatings as regularly manufactured by acceptable paint
materials manufacturers. Materials not displaying the
manufacturer's identification as a standard' best-grade product
will not be acceptable.
Paint Schedute: Schedule of surfaces and system at the end of
thi-s Section covering materials to be used.
PART 3 EXECUTION
INSPECTION: Starting of painting work will be construed as the
Applicator's acceptance of the surfaces and conditions within any
particular area.
Do not paint over dirtr rustr scale, grease, moisture, scuffed
surfaces, or conditions otherwise detri-mental to the formation of
a durable paint film.
SURFACE PREPARATION:
I
I
t
I
I
I
I
t
t
I
t
I
I
I
T
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
09900 -4
I
I
I
I
I
I
I
I
I
I
I
I
I
SURFACE PREPARATION, O
General: Perform preparation and cleaning procedures in,strict
accordance with the paint manufacturer's instructions and as
herej.n specified, for each partj-cular substrate condition.
Mask off or remove all hardware, hardware accessories, machined
surfaces, plates, lighting fixtures, and similar items in place
and not to be finished painted. Following completion of painting
of each space or area, remove maskj-ng. Reinstall all removed
items by workmen skill.ed in the trades involved.
Clean surfaces to be painted before applying paint or surface
treatments. Remove oil and grease prior to mechanical cleaning.
Program the cleaning and painting so that contarninants from the
cleaning process wil,L not fall onto wet, newly-painted surfaces.
Prime, stain, or seaf wood required to be job-painted imnediately
upon deli,very to job. Prime edges, ends, faces, undersj-des' and
backsides .of such wood, including cabinets' counters' cases.
paneling, etc.
Seal tops, bottoms, and cut-outs of unprirned wood doors wj-th a
heavy coat of varni-sh or eguivalent sealer imnediately upon
delivery to job.
MATERIAL PREPARATION: Store, mix and prePare painting materials
in accordance with manufacturerts directions.
Stir materials before application to produce a mixture of uniform
density, and stir as required during the application of the
materials.
Do not stir film into the material-. Remove the filn and if
necessary, strain the material before using.
APPLICATION:
General: Apply paint j-n accordance with the manufacturer's
directions. Use applicators and technigues best suited for the
substrate and type of materials being applied.
r Apply additional coats when undercoats, stains or other
I conditions show through the final coat of paint, until the paintr film is of uniform finish, color and appearance.
Paint surfaces behind movable equipment and furniture the same as
similar exposed surfaces. Paj-nt surfaces behind permanently fixed
equipment or. furniture with prime coat only before final
installation of equipment.
I
I
I ANTLERS coNDoMrNruMs ADDrroN/RENovATroNI TOWN OF VAIL, EAGLE COUNTY, COLORADO
T
I
09900 -5
Scheduling pairl.ng, Allow sufficient til between successive
coatings to permit proper drying. Do not recoat until paint has
dried to where the application of another coat of paint dges not
cause Iifting or loss of adhesion of the undercoat.
Prime Coats: Apply a prime coat of material which is required to
be painted. or finished, and which has not been prime coated by
others
Provide satin finish for finaL coats, un.l-ess otherwise indicated.
Conpleted Work: Match approved samples for color, texture and
coverage. Renove, refinish or repaj-nt work not j.n complJ-ance with
specified required.
CLEAN-UP AND PROTECTION:
Clean-up: During the progress of the work, remove from the site
aLl- discarded paint rnaterials, rubbish, cans and rags at the end
of each work day.
Upon completion of painting work, clean adjacent surface
materials. Remove spattered paint by proper methods of washing
and scraping, using care not to scratch or otherwise damage
finished surfaces.
Protection: Protect vtork of other trades, whether to be pai.nted
or not, agaj-nst damage by painting and finishing work. Correct
any damage by cleaning, repairing or replacing. and repainting,
as acceptable to the Architect.
Provide "Wet Paint' signs as required to Protect newly-painted
finishes. Remove temporary protective wrapping provided by others
for protection of their work, after completion of painting
operations.
At the completion of work of other trades, touch-up and restore
all damaged or defaced painted surfaces.
SCAEDULE OF Pt,n|TINe: ExlIt8IOR I
METAL: Including galvanized flashing, grilles, steel guardrails'
steel handrails, steel gate, etc.: one coat galvanized metal
primer, Two coats satin oil alkYd.
METAL FRAMES AND DOORS: One coat primer, Two coats sati-n enamel
EXTERIOR HOLLOW METAL DOORS: One coat primer, Two coats satin
enamel
I
I
I
I
I
I
I
I
t
I
t
I
I
I
I
I
t
I
EXTERIOR SOFFITS AND BALCONY RAILWALLS,
fiberglas reihforced cement board), one
acrylic Iaytex coating.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
ETC.: (Concrete and
coat primer, one coat
099@ -6
I
I
I
CONCRETE TERRACE,
transparent, concret
o
BALC
est
paneJ-s.
EXTERIOR SOFFITS AND BALCONY RAILWALLS' ETC.: (Concrete and
fibergtas reinforced cement board) ' one coat Thoro primer, one
coat Thorocoat coating.
I :TI?.35?
pREcAsr coNcREtE coprNc, euorNs, cAP, Erc.: No paintins
EXTERIOR REDWOOD SIDING: One flood coat semi-transparent stain.
(factory finished).
EXTERIOR CEDAR SOFFIT: One flood coat seml-transparent stain,
(factory finished) .
SCEDI'I.A OF PAIIIIINTG: IIf,IBERIOR
GYPSUM BOARD SOFFITS AND CONCRETE CEILINGS: SiMUIATCd ACOUSI1C
plaster finj-sh throughout.
PUBLIC RESTROOMS AND BANQUET KITCHEN: One coat primer, one coat
catalyzed coating, satin finiqh. Coating shall meet minimurn
health departrnent requirements relative to thicknessi
washability, etc.
WOOD DOORS, (INCLUDING PINE AND LOUVERED BI-FOLD) WOOD WINDOWS,
HANDRAILS, UNFINISHED MILLWORK, WOOD TRIM' BASE. CASING' ETC.:
One coat wiped stain, two coats polyurethane, satin finish or
potyurethane varnish. Rub with fine steel wool between coats.
METAL DOOR FRAMES, GRILLES, HANDRAILS, EXPOSED STEEL: ONE COAI
primer, two coats satin alkyd enamel . Refini-sh existing door
irames to be re-used at stairwells and elevator - sand, fill,
coat primer, two coats satin alkyd enamel
CONCRETE: (AlI exposed surfaces' walls, ceiling, etc. ) : Inside
new public elevator vestibules rubbed architectural finish.
CABINETS AND SHELVING: Prefinished according to manufactuler's
standard finish as selected by Architect.
GYPSUM BOARD WALLS: One coat heavy texture sealer, two coats
enamel, satin finish, KWAL PMC 585, Pratt 6' Lambert "Vaprex' flat
wa1l latex, U.S. Paint and Lacquer Laytex FIat WaIl Finish.
CONCRETE CEILINGS: One coat simulated acoustic plaster coating.
As shown on drawings.
I
I
I
t
I
I
I
I
t
T
I
I
ONIES (at aLl- new condo units): 1 coat
ain apptied to walking surface of precast
I ANTLERS coNDoMtNtuMs ADDlrtoN/RENovATtoNr TowN oF vAtL, EAGLE couNw, coLoRADo
t
I
09900 -7
CLOSET Al{D STORAGE SHELVfNG: One coat prirner, one coat,enaurel
satin finish. Factory finished does not require above finish.
PREFINISHED DOORS: (Optiona1) according to manufacturer's
standard finish as selected by Architect.
INTERIOR WOOD: One coat wiped stain, two coats polyurethane satin
finish or polyurethane varnish. Rub with fine steel wool between
coats. Repaint surfaces: One coat of satin latex or alkyd enamel .
END OF SECTION O99OO
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
09900 -8
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 1O1OO
MISCELI,ANEOUS
PART 1 GENERAL
SPECIALTIES
RELATED DOCUMENTS:
Drawings and general provisions of the contract including General
and Supplementary Conditions and General Reguirements, apply to
the work specified in this section.
DESCRIPTION OF WORK;
The work under this section shal-l
equiprnent and services necessary
provide thj-s accessories as shortn
herein.
include alf materials, Iabor,
and reasonably incidental to
on the drawings and sPecified
SUBMITTALS
Submit manufacturer, s technical- data and installation instruction
for each accessory.
Provide setting drawings, templates, instruction and directions
for installation if applicable. Installation sha11 conply witft
appllcable ANSI A LL?. L Standards.
PART II PRODUCT
FIRE EXTINGUISHERS: ShalL be 5 pound carbon dioxide' instafled in
Banquet kitchen, boiler room, maintenance room' and trash room
complete with wall mounting brackets.
ACCESS DOORS: Milcor, Style DW and K as applicable for drywall
and plaster, !4- X !4", ex sizes sho!'rn were necessary. Fire rated
units for fire rated walls and/or ceilinqs with UL Labe1 as
requJ-red.
BIKE RACK: Three (3) 8', I I/2" galvanized schedule 40 pipe, bent
to serve secure bike storage, for bolted surface mounting'
factory fj.nish black powder coat paint, "Bike Rib" Series II as
manufactured by Function First Security, Tucson AZ Mode} BR6.
Install in new concrete walk slab at north east as indicated-
GAS APPLIANCE VENTED WALL FURNACE: ShAlI bE SCT1ES TOOO
manufactured by Heat-N-Glo with TR Technology direct vent
allowing either top vent or side vent option wj-th the same unit.
Sealed combustj-on unit with DF7000 Front (or as selected). Al-1
units furnished with uLlcUL Label, hand held remote control, fan
I ANTLERS coNDoMtNtuMs ADDtloN/RENovATloN
I rowN oF vArL, EAGLE couNw, coLoRADo
I
t
10100 -1
kit for neat cilulation with air filters t H."t-out and Heat -
zone feature. width 42" height 38" depth 22" (glass size 36" x
24"1 . Install in strict accordance with manufacturers diregtions,
maintaining all clearances, vent termination approvals and
Iocations. Refer to plans and elevations for flue routing and
termination.
TOWER CLOCK: 72n diameter, Outdoor Style 1000 for surface
mounting on existing 6" precast concrete wall of stair/elevator
tower, (in place of 'antlers" and deer logo). "Silhouette" as
manufactured by Electric Tine Company' Inc. or equal.
Conventional surface mounted with electric clock movement with
remote set control , installed on back side of wall for rear
access. Clock Face'C'hands rVSr of aluminurn for factory paint
finj-sh (color as selected by Architect) . Electric Time, 45 West
Street, Medfield' MA 02052, Tel: 1-800-531-2562. Install complete
according to manufacturer's instructions. Utilize existing spot
liqht for illumination. InstaII power and control wiring as
necessary.
SAUNA: Provide and install complete redwood panel sauna with
benches, heater, glass door, redwood floor and ceiling of size
indicated on plans. Utilize 1' x 6" vertical grain redwood wall
and ceiling boards, 2n X ztt bench boards and 2q X 4' floor
boards. ceiting ? ' -On provide 10" foil backed fibergla!
insulation surrounding sauna at walls and ceiling with metal stud
framing and furring. Install 'Finlandia't FV-KV 80, 8000 watts,
240v, wall mounted heater with progralnmable control unity with 60
minute timer. Install "Finlandia" etched glass door FGD-R (2r-0r
x 6'-8"), heater fence, fresh air,/exhaust air vents, 2 lights,
InstaII according to Code and manufacturers instructions.
BOOT DRYER RACK: (36 Boot Capacity) Commerclal oak rack system,
single sided, Model #5SR5 (73tr w' 17'D' 95"H) as manufactured by
Ai.r Dry Systems, Glpsum, CO (tel: 97O-724-O'l 50) . Construction of
abc plastic housing, solid natural oak sides with satin lacquer
finish, epoxy coated steel shelving, flexible corrugated
poyethelene tubing. 115 V. AC, timer w programmable on/off, 6r
pohrer cord.
GAS BAR-B-QUE: Sha11 be a Pacific Gas specialties Model K40, Ii-ndividual burners at 40 MBH input each, 80 MBH Total , two 12) Iknob control .
t
I
I
t
I
I
I
I
I
I
I
T
T
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
I
I
I
r0100 -2
I rNsrALLATroN
I Strictly comply with manufacturer's printed instructions for each
proposed installation condition.
I END OF SECTTON 10100
I PAR' 3 EXEcurroN
T
I
I
I
I
I
I
T
I
I
I
t
t
I ANTLERs coNDoMrNruMS ADDrroN/RENovATroNI TOWN OF VAIL. EAGLE COUNTY, COLORADO
I
I
10100 -3
I
I
T
I
SECTION 10155
TOILET PARTITIONS
RELATED DOCUMENTS: Drawings and the General Provisions of the
Contract, i-ncluding the General and Supplementary Conditions'
apply to the Work of this Section.
DESCRIPTION OF WORK: Supply and j-nstall all toilet partition work
I as shown on drawings and is speci-fied herein. Toilet partj.ti-ons
t required at men's, women's, (public restrooms) and dressing rooms
for sauna.
SHOP DRAWINGS: Per General Conditions, submit two (2) samples of
manufacturer I s standard colors and hardware for selection and
approval by Architect.
GUARANTEE: Per General Conditions.
MEASUREMENTS: Verify all dimensions shown on drawings by taking
fj-eld measurements; proper fit and attachment of all parts is
required.
COORDINATION: Coordinate with all other trades whose Work relates
to toilet partitions for placlng of all required backing and
furring. to insure proper locati,ons.
DELIVERY AND STORAGE: Deliver and store materials i.n dry,protected areas. Keep free of corros j,on or other damage. Replace
any damaged parts at no cost to Owner.
MANUFACTURER: Provide metal toilet partitions by one of the
following: American Sanitary Partition Corp., General Partitions
Manufacturing Co., Flush-Meta1 Partitions, Global Steel Products
Corp., Knickerbocker Partition Corp., Mills Metal Compartment Co.
Sanynetal Products Co.,
SHEET METAL: ASTM A 591, glavanized-bonderized of the following
thickness:Pilaster (overhead braced) :
PaneIs: 20 gauge
Doors: 22 gauge
20 gauge
Concealed Reinforcement for Anchorage: 12 gauge
Concealed Reinforcement for Tapping: 14 gauge
CORE MATERIAL: Manufacture's standard sound deadening, core.
I
I
I
I
I
I
I
I
t
I
I
I ANTLERS coNDoMrNruMs ADDrtoN/RENovATroN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
T
T
10155 -1
I
PILASTER SHOES: AISI Type 302l304' 20 gauge stainl-ess stee1, 3.'
high finish to match hardware. Furnish shoes at each pilaster. I
STIRRUP BRACKETS: Standard, heavy duty, operating hardware and
accessories non-ferrous cast alloy with satin chrome finish.
ANCHORAGE AND FASTENERS: Standard theft-proof exposed fasteners,
fini-shed to match hardware.
FABRICATIoN: Pressure lamlnate face sheets to core' edges seafed
with continuous locking strip or lapping and formed edges. Miter
and weld corners with welds ground smooth, or cap with stainless
steel fittings. Provj.de concealed reinforcement for installati.on
of hardware, fittings, brackets and required accessories.
Reinforce partition panels for attachment of grab bars as
reguired.
FLOOR SUPPORTED PILASTERSz t-t/4" thick units with galvanized
steel anchorage devices complete with threaded rods. Iock washers
and leveling nuts. Doors 1' thick minimum, size as shown.
HARDWARE AND ACCESSORIES: Provide for each door as follows:
Hinges: Adjustable to hold door open at any angle
Latch and Keeper: Recessed with combination rubber faced
door strike and keeper.
BAKED ENAMEL FINISH: Colors as selected from manufacturer's
standard colors selected by Architect.
I
INSTALLATIoN: rnstall partitions rigid, straight' plumb and level
in accordance with manufacturerts printed j-nstructions. Set units Iwith t/2" maximum between pilasters and panels and L" maximum Iclearance between panels and walls.
CLEANING AND ADJUSTMENT: Perform final adjustments to leveling
devices, door hardwarer etc. Clean exposed surfaces and touch-up
minor finish imperfections.
END OF SECTION 10155
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
I
t
I
I
I
t
I
I
I
I
I
I
T
I
I
10155 -2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
T
sEcTroN 10500
METAL LOCKERS
PART 1 GENERAL
RELATED DOCUMENTS: Drawings and generaL provisions of the
contract, including the General Requirement of Supplementary
General Conditions, apply to the work in this section.
DESCRIPTION OF WORK: Furnish and install new steel lockers'
accessories and finish metal trim as shown or indicated on
approved drawlngs.
SUBMITTALS:
Shop Drawings: Submit drawings showing locker types, sizes and
quantities, including all necessary details relating to
anchoring, trlm installation and relationship to adjacent
surfaces.
Numbering: the locker numbering sequence will be provided by the
owner's Representative noted on the approved drawings returned to
the locker contractor.
Color Charts: Provide color charts showing manufacturer's
available colors.
L'och Cobination LiaUinga end Mestcr X.y!: Itse only rbcn
coobinatiou l.ockc a!. specifird Dc1ivercd dircetly to Ort,orrs
R.Irrorentrtivc.
QUALITY ASSURANCE:
Uniformity: Provide each type of metal Iocker as produced by a
single manufacturer, including necessary accessories, fittings
and fasteners.
Job Conditions: Do not deliver metal lockers until building is
enclosed and ready for locker installation. Protect from damage
during delivery, handling, storage and installation.
MANUFACTURER:
Republic Storage Systems Company, Inc. Products by other
rnanufactures may be approved provided they meet the detailed
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
t
I
I
10500 -1
specification wlitten beLow. Approval procedure shall .be as
specified int he General Conditions of these speci.fications.
LOCKERS:
I
I
I
I
I
I
I
I
T
t
I
t
t
I
T
t
I
I
I
Style: Single Tier
Size: with 12" or 15", depth 15" or
Color: from manufacturer's standard
No. of Locker Openings: Refer Plans
(Sheet A-4)
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
L8", height must be 84"color selections
(Sheet A-3) SKI STORAGE
FITNESS CENTER
FABRICATIONS - GENERAL:
MATERIAL: Al1 major steel parts shall be made of m1ld col"or
rolled steel , free from imperfections and capable of taking a
high-grade enamel finish.
CONSTRUCTION: Lockers shall be buj.lt on the unit principle, each
locker having an individual door and frame, an individual top,
bottom, back and shelves with conrmon intermediate uprights
separating units. (Double face lockers may have conmon backs.)
Assembly fasteners shall be zinc plated, low round head slotlessr'
fin neck machine screws wi.th hex nuts. Bolt or rivet heads shall
not be exposed on faces of doors or frames.
DOOR FRAMES: Shall be 18 gauge formed into 1" face channel shapes
with a continuous vertical door strike integral with the frame on
both sides of the door openj-ng. Cross frames members of 16 gauge
channel shapes to be securely welded to vertical framing members
to ensure a square and rigid assembly. Intermediate cross frame
members not required on box lockers.
DOORS: Shall be 16 gauge or 18 gauge steel for short or narrow
doors as required by manufactuler's design, formed with full.
channel shape on the lock side to fully conceal the lock bar,
channel formation on the hinge side and right angle formation
across the top and bottom, Locker doors have louvers in the face
of each door and shall be punched to accept built-in locks and
key locks.
LOCKING DEVICE - A11 "tiered' lockers, except lockers with a turn
handle, shall be equipped with a positive automatic per-Iocking
device whereby the locker may be locked while door is open and
then closed without unlocking and without damaging Iocking
mechanism.
10500 -2
I
I
I
I
I
I
t
I
I
t
I
I
I
I
t
I
LATCHING- Tiered Lockers: Sha1l be a one-pj-ece, pre-lubricated
spring steel latch, completely contained within the Iock bar
under tension to provide rattle-free operations. The lock bar
shall be of pre-painted, double-channe] steel construction held
Iaterally in the door channel by means of non-removable self-
formed pierced from the door. There sha1l be three latchingpoints.
HANDLES - Tiered Lockers: All handle parts shalL be make from
sturdy zinc die cast material. The fixed case 1s attached to the
door with two hex head screws and a shock absorbing stud. Thecase must truly shield the lifting trigger from below. The
lifting trigger to have two right angle lugs that insert into the
lock bar without the use of a fastening device. The lifting
trigger to be equipped with rubber silencers at top and bottom to
prevent metal-to metal contact. The padlock attachment with 3,/8"
diameter hole is positioned so that the fixed handle caseprovides a padlock strike. The handle design must be free of
openings or surfaces that permit leverage to be applied.
FRAME HOOKS AND DOOR SILENCES: Frame hooks to latching sha1I beof heavy gauge steel, set close in and welded to the door frame.'
Continuous vertical door strj-ke shalI protect frame hooks from
door slam damage. The lmpact caused by the door cLosing shall be
absorbed by a soft rubber silencer, which is to be securely
installed on each framed hook.
HINGES - Hinges to be 2"style, securely we.Lded todoor flange. Hinges are
have three hinqes.
high, 5-knuckLe, fulI Ioop, tight pin
frame and ri"veted to the inside of the
attached with two rivets. Doors shall
BODY - The body of the locker consists of 24 gauge upright
sheets, backs, tops, and shelves. Bottoms shall be 16 llauge
diamond punched so as to allow drainage. Tops, bottoms shal-I be
16 gauge diamond punched so as to allow drainage. Tops, bottoms
and shelves are flanged on all four sides; backs are flanged on
two sides. Uprights shall be offset at the front and flanged at
the rear to provide a double lapped rear corner. AII bolts and
nuts shaLl, be zinc plated.
LATCHING - BOX LOCKERS: Doors for box lockers shall be equipped
with a padlock hasp and a staj.nless steel strike plate with an
integral handle pull . Box locker doors may also be equipped with
built-in locks.
I ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
I
10500 -3
INTERIOR EQUIPMENT - Single tier lockers shall have o{re hatshelve. SheJ.f shall be full width but only one half locker depth.
Locker bottoms shall be equipped with a slip stop flange so as toprevent skis from sliding out of locker. All lockers sha11 have
one double prong back hook, and two single prong waLl hooks. AII
hooks to be made of steel, formed with ball points, zinc-pJ.ated
and attached wlth two bolts or rivets.
NUMBER PLATES: ShaII be polished aluminum with black numerals notless than t/2" high. Plates shall be attached to the door face Iwith two rivets. I
FINISH: Surfaces of the steel sha11 be thoroughly cleaned andphosphatized in a seven-stage process. All parts shall then befinished with heavy coat of enamel baked on at 300 degrees for 30
minutes,
COLOR: Door and exposed body parts to be finished in colorsselected from Republic's collection of twenty-five colors. Non-
exposed body parts are finished in #83 Decorator Tan.
End of SECTION 10500
I
I
I
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
I
I
I
I
I
t
I
I
I
I
I
I
t
I
10500 -4
I
I
T
I
I
I
I
I
I
I
I
I
I
t
t
SECTION 1O8OO
TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
RELATED DOCUMENTS
Drawings and the general provisions of the contract' including
the General and Supplementary Conditi.ons' apply to the work of
this section.
DESCRIPTION OF WORK
The work under thj.s sectj.on shall include all materials' Iabor.
equipment and services necessary and reasonably incidental to
provide toilet and bath accessorj.es as shown on the drawlngs and
specified herein.
Grab bars are to be
I public restrooms.T
QUALITY ASSURANCE
Conform to requi.rements
accessories for test
oerformance.
installed at wheeL chair accessible stal1s ln
of ASTM F446 for grab bars and
methods, anchorage and functional
instructj.ons for each accessory.
Provide setting drawings, templates' instructions
for installation of anchorage devices.
PART 2 - PRODUCTS
Provide products of the same manufacturer for each type of
accessory unit and for units exposed in he same areas, unless
otherwise acceptable to the Owner.
SUBMITTALS
Submit manufacturer's technical data and instal- lation
and directions
MANUFACTURERS:
Bobrick Washroom Equi-pment' Inc.
reference. )
Watrous, Inc.
Accessory Specialties, Inc.
Bradley
Charles Parker Co.
(mode] numbers used for
I ANTLERS coNDoMrNtuMS ADDtrtoN/RENovATtoNI TOWN OF VAIL, EAGLE COUNTY, COLORADO
I
t
10800 -1
Include anchorage devices, trim and accessories as requj.red forcomplete installation.
STAINLESS STEEL:
AISI TYPE 302/304 with polished No. 4 finish, 22 gage minimurn.
SHEET STEEL
Cold-rol1ed, comrnercial quality ANSI/ASTM A366, 20 gage minimum.Surface preparation and metal pretreatment as required forapplied finish.
GALVANIZED STEEL MOUNTING DEVICES:
ANSI/ASTM A525, hot dip. Galvanized after fabricatj.on.
FASTENERS:
Concealed mounting devices and.fasteners to be fabricated of samematerial as the accessory or of galvanized steel as recommendedby the manufacturer.
Exposed mounting devices and fasteners to be finished to matchthe accessory.
AI1 fasteners are to be theft resistant.
I
I
t
I
T
I
I
ACCESSORIES:
PAPER TOWEL DISPENSER AND WASTE
recessed or pre approved equal
each publ j.c restroom) .
TOILET PAPER HOLDERS:
Bobrick 8-273 - one at each public restroom water closet.
MIRRORS AND SHELVES: (one for each new public restroom lavatory
Bobrick B-290 24" X 36". Bobrick B-296 stainless steel shelves.
Slheel-chair accessible public restrooms shall receive 24" X 36"mirror mounted on wall directly above backsplash at 38" abovefloor (top '1 4" A.F.F.). Mirror shall have tilting capability,
Meek, 24" X 36" adjustable 18 GA frame, stainless stee1.
PURSE SHELF: (one for women's handicapped restroom) Bobrick :H--28'7
GRAB BAR: Vfater Closets 42" and 24u X t L/2' grab bar, stainless
steel by Geneial Access Manufacturing with concealed flanges or
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
RECEPTACLE: Bobrick 8-38032 seml-
12 required for installation in
I
I
I
I
t
I
I
t
I
I
I
I
10800 -2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
apploved equal . Other acceptable manufacturers: Elcoma andFranklin Brass
MEDICINE CABINETS: (Condominium baths) Recessed and surface tomatch lavatory cabinet. (Refer to Section 06200 - Finish
Carpentry. )
MIRRORS: AL] condominium lavatories shafl be fi-xed on wall abovevanity full height and wal1 width (refer Section 08000).
TOILET PAPER HOLDER: (AI1 condominium bath waterclosets) recessed
chrome paper roll holder as selected.
TOWEL BARS:. (A11 condominium baths) 2 - 24" chrome, 1 - 36"
chrome as selected.
SHOWER ROD: Shall be Chrome Manufactured by Franklin Brass, Mi-ami
Carey or Hallmark, 1" dia. X 5' or 6' as reguired. One at eachtub and shower. One at each of 3 dressing areass MO-1. Showerrods shall be fastened with mo1ly anchors only (no
compression/friction or screw mounting permitted) .
SHOViER NICHE/SHELF: one 12" X 3" tile shelf (12" high niche) at
each shower, bu1lt as recess in tile wa1l, as shown on drawingsor located by Architect.
PART 3- EXECUTION
]NSTALLATION:Secure accessori.es 1n accordance with theinstructions for each item and each type
manufacturer's
of substrate
constructi,on.
Locate as shown on the drawings or as directed by Owner's
Representatlve. Conform to Uniform Building Code, and ANSI A117.1for positions and mounting heights for access by the handicapped.
Coordinate locations with other work to avoid interference and to
assure proper operation and servicing of units.
Set at mounting heights as shown on drawings. Provide anchors,bolts and other anchorages and attach accessories secureLy towalls and partitions j-n locations as shown or directed. Usetoggle bolts at hoLlow cel1 masonry, wood screws at gypsum board
into wood blocking, expansion anchors at concrete or solid
masonry, "molly" anchors at gypsum board.. Plastic inserts areprohibited. Mount grab bars into sofid blocking anchored to
studs.
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW. COLORADO
10800 -3
CLEANING AND ADJUSTMENTS:
Clean and polish all- exposed surfaces after installation and
after removing labels and protective coatings or coverings.
Test and adjust accessories for proper operation and to assure
that anchorage is sufficient. Replace damaged or defective
devices.
END OF SECTION 1O8OO
I
I
I
I
I
I
I
I
T
I
I
t
I
I
I
I
I
t
I
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNTY, COLORADO
10800 -4
I
SECTION II452
I
RESIDENTIAL APPLIANCES
T PART I GENERAL
I RELATED DoCUMENTS:I The general provisions of the Contract including General and
Supplementary Conditions and General Reguirements, apply to the
I work specified in this section.
I- DEscRrprroN oF woRK:
r Provide and install residential appli.ances as specified below.
I fncl-ude all incidental materials, labor and accessories asI necessary and/or requj-red by Code.
I SUBMITTALS
I Submit manufacturers technlcal data and installation instructions.
I PART 2 PRODUCTS.
I NEr CONDOMMIUx ttNItS
General Electric "Piofile" appliances Color Bisque
I Standard throughout (unless -otherwise noted) with acrylicpanel,/trim kit.
I As an optional extra to be selected by Purchaser.
I- REER.feERAIoR: TF x 25 ppB side by side, 25.2 c.E. j-ce maker/waterDispenser Model, 36 1,/8"W X 68 3/4"H X 30 1/4"D
II RtFRrcERAtoR 518. 519, 620, 62L: TAx4DNywH GE 3.i cu. Ft.
Spacemaker. 18.88"W X 34.50"H X 20.75"D
I BUILA-nI CooEIOP (GAll) : JGP 336 CEV, 30"W X zL"D, 4 sealed
burners
I DrsElIAtiEER: GSp 5950 Dcc, 24,, Buirt-in Dj-shwasher, 34"H xr 24 3/4"D-
I ovER-TEE-RtttcE t{rcRortr\tE o\rEN: JVM 16GocB, 1.6 c. F., ro00 watts,
I 15.5 amp., two speed high capacity exhaust fan 300 CFM to 3l/4"
X 10'ducted outside vent 29 7/8"W X L6 L5/32"H x 15 L/'J.6"D.
I BUIL!-nt SINGII OVEN: JK 910 CA, 27'I Convention/Self Clean
El-ectric Oven, 26 5/8"W X 29 t/8"H X 23 5/8"D, 3.4 Kw G 240v.,
20 amps.
T
I ANTLERS CONDOMTNTUMS ADDTTTON/RENOVATTON
I TOWN OF VA|L, EAGLE COUNTY, COLOBADO
T
I
11452 -1
rnol|I IJorDINc rngEER/DrER: W5XH208V 2.'t c.E. washer and DSXH 43
GV 6 C.F. gas dyer, instaLled as stacking, Color White
T
I
I
I
I
I
I
t
I
I
I
I
T
I
I
I
I
I
I
BIPIPIIE TN|IT IPPI.!INCIS :
REIRIGERIIIOR: GE TBX 18 JAB, 18.2 C.F.,
Maker, 29 3/8"W X 54 3/4"H x 29 L3/L6'D
Rllf€tr: GE JGBP3O I{EA, 30" Free Standing
RlltC !OOD: GE W347 X 30" Three Speed
vent
Color White, Auto lce
Gas Range, Color
Fan,3L/4"X10'
DISEWIEIA,: GE GSD2130 $lW, 24"W X 34"H X 25 L/8"D, Color
PT'BLIC IREIS:
BIR:
Dishwasher GSD 4330Zlitw, White -Ice Maker -ICE-O-MATIC EUC 150 HAP
Refreigerator - TGM 14R Turbo air
NIT G['IS! IATTNDR!:
Reuse existing coin operated yrasher and dryers
LOBBT/GEIIA!:
Microwave JE 1390 GA, Black
toutrct/LrBRilRt:
RIFRIffi,IAOR: TAX4DNYWH GE 3.7 Cu. Ft. Spacemaker. 18.88"I{ X
34 .50nH X 20.75"D
PART 3 EXECUTION
TNSTALLATION:
Installation, clearances, heights, etc. according to ANSI A117.L.
Locate as indicated on plans for apartment kitchens. Clean andpolish a1I exposed surfaces, assure that appliances operateproperly, doors function smoothly and units are leveled according
to manufacturers instructions.
CLEANING AND AD.]USTMENTS :
Clean and polish all exposed surfaces after instal.lation and
after removing labels and protective coatj-ngs or coverings.
White
duct to
Whi.te
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
11452 -2
I Test and adjust "no?"n""" for proper op"t"t:.? u.o to assurethat anchorage is sufficient. Replace damaged or defective
I ievices
END OF SECTION IL452
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I ANTLERS coNDoMrNruMs ADDrloN/RENovATroNI TOWN OF VAIL, EAGLE coUNTY, coLoRADo
t
I
11452 -3
I
I
t
I
t
I
I
T
t
I
I
I
t
I
t
t
T
sEcTroN 12300
MANUFACTURED CASEWORK
PART 1 GENERAL
RELATED DOCUMENTS:
General Provisions of the Contract Documents including p1ans,
Kitchen and Bath Elevations.
SECTION 0]-340 - SHOP DRAWINGS. PRODUCT DATA AND SAMPLES
SECTION 01630 - PRODUCT OPTIONS AND SUB-SITUATIONS
SECTION 06200 - FINISH CARPENTRY
SECTION 06201 - COUNTERTOPS
DESCRIPTION OF I{ORK:
Provide and install wood cabinets at aLl newvanities. Include all incidental materials, labor
as necessary and reguJ-red.
SUBMITTALS:
Submit product data, shop drawings and finlsh
according to Section 01340. Field measure prior to
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
PART 2 PRODUCTS
MANUFACTURED UNITS:
Prefabricated cabinetry according to drawings, details and field
conditions. All cabinets conform to ANSI 161.1 Standard. Cabi-nets
sha11 be Merit, Prarie School, Pine manufactured by Kitchen
Connection, color Butternut. Wheelchair accessibility cabinetry
sha1l conform to ANSI A 117.1 Standard.
Contractors are encouraged to submit proposed substj.tution for
manufactured casework utilizing solid hardwood doors and drawer
fronts, refer Section 01630.
Upper cabinet.s shall be 30" high or as shown. Provide drawer
units as requj-red. Vanity cabinets 34" high, 2!" deep, width as
shown to match ki.tchen cabinetry manufacturer, finish, etc.
kitchens, bath
and accessories
color samples
fabrication.
T
I
12300 -'l
o I
I
I
t
T
I
I
I
T
I
I
I
I
I
T
I
I
I
t
Vanity medicine cabinets Lsu X 36'' 3 t/2' deep as selected to
match vanity cabinets, fj.nish' manufacturer, etc. Wheelchair
accessible base cabinets according to ADA and HUD 504 (ANSI
A117.1) with 8 3/4" xoe spacer 32 3/4" hLgl:, 24" deeP. Factory
finish of all exposed surfaces shalL be factory stain, sealer,
tno coats varnish as selected by Architect on pine. All doors and
drawers to bave handle pulls as selected by Architect.
INTERIOR FINISH: Neutral color, sealer.
PART 3 EXECUTION
INSTALLATION:
Locate as indicated on plans' adjust doors, drawers' and hardware
for proper operation. Level units as necessary. Coordinate
installation with other trades for sinks, outlets' base, front
mounted switches, appliances and countettops. Provide and install
filler strips of material to match cabinet front.
Clean all surfaces after installation.
END OF SECTION 12300
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNW, COLORADO
12300 -2
I
I
I
I
t
I
I
I
t
I
T
I
t
I
I
I
t
I
T
sEcTroN 14200
HYDRAULIC PASSENGER ELEVATOR
PART 1 - GENERAL
SCOPE: Provide all hydraulic elevator equipment as shown on the drawings, as specified
herein, and as required for the completed work. One elevator is required.
SHOP DMWINGS: Submit per Section 01340, showing construction, layout and design,
including location of cab, entranco construc{ion, equipment, loads, metal types and gauges,
methods of installation and finishes. etc.
SAMPLES: Per Section 01340, submit two (2) samples of all finish materials showing pattem,
tenur€, colors and finish.
GUARANTEE: Submit to Owner a on€-year factory guarantee for all parts of equipment and
one-year service/labor guarantee for all equipment, as per Section 01740.
MEASUREMENTS: Verify all dimensions shown on drawings by taking field measurements;
proper fit and attachment of all parts is required.
COORDINATION: Coordinate with all other trades whose work relates to elevator installation
for placing all required blocking, subframing, backing, funing, etc. to insure proper locations.
INSPECTION: Inspect hoistway, shaft, pit, machine room, rough openings and all conditions
prior to installation and notify General Contractor in writinq of any conditions which would
prevent satisfactory installation.
TESTS: Conduct tests on all cars an presence of Architeci and/or Owne/s Representative prior
to completion.
DELMERY AND STOMGE: Deliver and store materials in dry, protected areas. Keep free of
conosion, dust or other damages. Replace any damaged equipment or parts at no cost to
Owner.
INSTALLATION: Install all woft per codes and regulations and as indicated on drawings. Be
responsible for all anchorage and requirements and provide galvanized anchors, plates,
angles, channels, fastenings and any other supporting items or members necessary to
complete the work. Any surfaces struc{urally weakened or otherwise damaged by work of this
section shall be fully repaired or replaced at no cost to Owner.
MAINTENANCE: In addition to required maintenance and protection during construction,
provide maintenance on the entire work of this section for a period of (90) days commencing
on the day the work has been approved.
GENEML: Standards, (code), American Standard Safe$ Code for Elevators, Dumbwaiters,
Escalators, and Moving Walks, ANSA A17.1 by ASME
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL, EAGLE COUNTY, COLORADO
14200 -1
o
ELEVATOR TT ANUFACTURER: Dover Pre-Engineered Elevator is th€ basis of these
specifications. However, equivalent Montgomery, CIis, Westinghouse, Continental or U.S.
Westem are acceptable upon prior approval by the Architeci.
PERMITS AND MANUALS: Fumish certificates/operation permits to owner as required by
goveming authorities and fumish two bound copies of maintenance manual wih operating
instructions. Instruc{ owne/s personnel in proper operation and maintenance.
DESCRIPTION OF EQUIPMENT: Elevator
I
I
I
t
I
I
I
I
t
I
T
I
T
I
I
I
t
t
I
CONTROL:
CAPAClTY:
SPEED:
Hydraulic
2,000 pounds
150 F.P.M.
OPERATION : Selective Collective
CAR SIZE:
TRAVEL:
ANTLERS CONDOMINIUMS ADDITION/RENOVATION
TOWN OF VAIL. EAGLE COUNW, COLORADO
5'€" X 4'-3" insftle or as lequircd for wheelchair aoqess.
Provide removable ceiling to allow full height of
cab for freight use in elevator.
Refer plans. Apprcximately 48.€'
POWER SUPPLY: 208 Volt, 3 Phase, 60 He'tr
MACHINE LOCATION: Adjacant lowest landingSTOPS: Six (6), (6 Openings) rcferto plans
OPENINGS:Six (6), in line
HOISTWAY DOORS: 3'{)'X 7'{)", single slide etainle$ steelfinish.
DOOR OPEMTION: D. C. Power
CAR ENCLOSURE: DAP-1 with pads and hooks, slainless steel door and front wall panelsr
side/back, walls plastic laminat€ as selected, floor rubber tile, (efer Section 09650), ceiling
white metal eggcrate with fluorpscsnt lighting. Exhaust fan, dual photo eyes, stainl$s sto€l
handrails on three sides. Telephone cabinet per ADA wiUt fite fightee phone jadc.
HALL LANTERNS: lndicating direc'tion of travel when car anives at floor.
SlGl,lALS: llluminated car and hall push buttons, Nell handicapped provisions, car position
indicator, audible signal voice enunciator for passing or stopping at any landing.
SPECIAL FEATURES: Emergency Fila Service in accordance with National Elevator Code
ASME Al 7.1 CAN/CSA-B44 and/or Town of Vail authodties.
NOTE: Overhead is restdcied to 12'{" maximum
END OF SECTION 14200
14200 -2
I
I
I
I
I
I
I
I
t
I
I
I
I
I
T
t
I
I
I
Bar Sink:
Lavatory:
Watercloset
ANTLERS PLUMBING FIXTURE LIST
ALL FIXTURES KOHLER (Equivalent as approved by Architect, refer Section 01630)
NEW CONDOMINIUM UNITS: (tnctuding Ol Bedrooms)
All fixtures biscuit or as otherwise noted
Allf-auceb Delta mixing value brushed chrome
Kitchen sink: Lakefield K5924 33" x 22" Delta faucet brushed chrome
Cast lron, DisposalWaste King 112 H.P.
Baflad K-3260 12" X 12" with Triton faucet (K-7761-lVK-16012-S)
Farmington 16" X 11" l(2905 Cast lron Delta faucet brushed
chrome
Fleur K-2167 Wall-mount Delta faucet brushed chrome
Folio - pedestal - f\2O17-8 with Delta faucet brushed chrome
Shower Basin: Terrazo rectangle 34 X 60, 34 X 48, 36 X 36
Tubs:
3/8" glass enclosure/door (sealed/gasketed at steam unit)
Delta shourcr mixing valve brushed chrome gpical
Whirlpool Repartee K-1392 60 X 36" X 21
Whirlpool Portrait K 1459 60 X 32 X 21 Acrylic Front
Whirlpool Rapport K 14/.2 H 72 X 35 314 X24Tile Front Acrylic
Whirlpool Infinity K 1482H 59 X42 X 21 Tile FrontAcrytic
Whirlpool Portrait K 1460 H 72X36 X 23 Acrytic Front
Whirlpool Portrait K 1461 H 60 X 32 X 21 Acrylic Front
Whirlpool Hourglass K 1401 H 60 X 32 X 16 Acrylic Front
Standard Dynametric K 519 60 X 32 X 16 Cast lron (Drain to Wall)
San Raphael K 3384 28718 X 20 3/8 X22'll4 elongated
Seat and Cover color to match
NEW EMPLOYEE UNITS: Allfixtures white
Kitchen Sink: Mayfield K 5964 25" X22" Cast lron, Delta Faucet
DisposalWaste King 1/2 H.P., HushLavatory: Farmington K 2905 16" X 11" Cast lron
Watercloset
Delta Faucet
Rosario K 3434 26 518 X 1 I 5/8 X 25 718 Round Front
Seat and Cover to match
Shower Basin Terrazo 36" X 36'Delta Shower Mixing
Value Brushed Chrome, 3/8" Glass Door
PUBLIC RESTROOM: All Fixture WHITEWatercloset: Wellworth elongated K 3422 split seat (no cover)
ADA Highline elongated KU27 split seat (no cover)
Lavatory:Jamestown KzOil 20" X 18" ADA compliant 1 each restroom
(install with K13885 ofbet drain and ADA faucets)Urinal: Freshman K 4989 T mount 1 ADA compliant 17" A.F.F.
Drinking Fountain: Dual Fountain Halsey Taylor OVL-EST ADA accessible
clearances.
BANQUET KITCHEN:
Reuse existing tiple stainless steel sink, garbage disposal and dishrrrasher
Ravina K3222-3 431n X 22 Triple 18 gauge stainless steel
self dmming, Corala is K 15178P faucet.
SAUNAFITNESS TAVATORIES: Color WhiteWatercfoset Highline elongated,KU2T split seat, ADA
Lavatory: Jamestown K 2054 20'X 18" ADA
LOUNGE/LIBMRY:Sink Mayfield K 5964 25" X22'Cast lron, Delta Faucet
DispoealWaste King 1/2 H.P., Hush
WARMING ROOM:Sink: Mayfield K 5964 2Y Xzz'Cast lron, Defta Faucet
Disposal Wasb King 12 H.P., Hush
LOBBY/GALLERY:Sink: Mayfield K 5964 25" X22" Cast lron, Delta Faucet
DisposalWasb King 1/2 H.P., Hush
I
I
I
t
I
I
I
l-
I
t
I
I
I
I
I
I
I
I
t
I
I DTvISIoN ISMEcHAMcAL
I
Copynght 1999 - Rader Engineering, Inc.
T SECTION 15010-GENERAL PROVISIONS
I PART l.oo-cEIYERALI
r 1.01 SCOPEOFWORK
I
Work shall consist of fumishing all labor and materials necessary for the
I installation of complete and operating mechanical systems. The information
I provided describing the mechanical systems is based on Desigr Development
I :"--"T':ff-
dsteaetz4/ee and is subjectto change'
A combined fire/domestic wat€r entry is acceptable. There is an existingI 4" water enty, however the condition has not been verified and aI ffi*;#rlffit"IHhr:#"1#f#itr::
line is required. Provide a 4" stub to accommodate the fire flow
I ffi'ffiff;ffJlx.H.shall
be located near the existing water
I Install a new I /2" underground water line for filling of the existing pool
and hot tub. Cunentlv there is no filI line.
II B. Sanitary sewer:
I The new addition sanitary sewer load is 776 fixture units. This load will
I require a new 8" sanitary sewer line.
I c, Storm sewer:r
The undergror.rnd parking garage will require a sand and oil Eap. The trap
I will be located in the lower level parking garage and piped to the storrn
sewer.
I #ff"{]HT,::::" accept drainage from roorgutters as indicated on
I
I llll/99 Antlers Condominium Addition - PRELIMINARY 15010-l
I
I
D.
o
Gas senrice:
A new meter shall be instdld to accommodate the new gas loads for the
cental heating syst€m" comncnsial kitchen and for all gas appliances
located in the individual condominium units. llhe anticipated load is
12,000 MBH. The gas appliances located in each condominium rmit
include a fireplace, cooltop and dryer. The e'mployee rmits will also have
gas ranges. The gas may bc distnbuted at medium pressure with a
pressur€ regulaton as requircd.
Cental boiler heating plant:
A central boiler heating syst€m shall provide heating water for space
heating and domestic water heating. Two forced draft boilers shall be
providcd with m input of approximately 3000 MBH cach. Each boiler
shall have two stages of fting. Weil-Mclain 1288 or equivalent.
The boilers shall bc conbollcd by a Tekmr 254 four stage boiler conhol.
The supply wat€r t€mp€raturc shall bc determined by outside temp€rature
or domestic waterheating demmd.
Two heating syst€m pumps piped in parallel shall bc installed. Each pump
shall have a capacity of 286 GPM at 50 feet of head- Estimate for the
main heating loop to be nm tbrough the parking garage level with vertical
pipes nrn up in chases for each condominium unit.
Include circuit saters for all major picces of heating equipment, branch
take-offs, etc. fuiticipate 3-way modulating valves for all air handling
equipment with great€r rhan l5% outside air.
Include an automatic glycol fecder syste'm. The heating system shall be
filled u,ith a 30% inhibited propylene glycol solution.
Includc all appurtenances for a complete and operable heating system.
Snowmelting system:
The entire entry/courtyar{ garage €ntry ramp and front wallovays shall be
snowmelted. This encompasscs approximately 18,000 square feet.
Provide a copper tube boiler with an input of approximately 4000 MBH.
Teledyne Laan IIH4050 or equivalent.
I
I
I
I
I
t
I
t
T
I
I
I
I
I
I
I
I
t
I
F.
rvu99 Antlen Condominium Addition' PRELII{INARY 15010-2
I
I
I
I
I
I
I
I
I
I
t
I
I
I
t
I
I
The snowmelting systan shall be automatically controlled with snoVice
and ternperature sensors (Tehnar 662).
The snowmelt pump shall have a capacity of 310 gpm at 50 feet of head.
Fill the system with a 50% irihibited glycol solution.
G. Domestic water heating:
Domestic water heating will be ganerated by two brazed plate heat
exchangers with 500 MBH heating capacity. The heat exchangers shall be
piped in parallel and supplied by the central boiler plant. Include five 250
gallon storage tanks. This systern shall supply the new condominium
units, employee rurits, conference facilities, commercial kitchen,
commercial laundry and guest laundry facilities.
lnclude a recirculation system for each domestic hot water riser to the
condominium units.
H. Condominiumheating:
Condominiums shall be heated by hydronic baseboard. Two bedroom
units shall have two zones. Four bedroom rmits shall have four zones.
Employee units shall have a single zone. The bedroom additions to the
existing 0l units shall also be heated by hydronic baseboard supplied by
the central boiler system.
I. Garage heating:
Provide four hydronic unit heaters for each garage level.
J. Common / Hospitality areas - heating:
Maintenance shop - 300 CFM fan coil with 50 CFM of outside air'
Ski storage - 400 CFM air-to-air heat exchanger with a hydronic heating
coil and 3-way valve.
Housekeeping / Lunchroom / Office - 800 CFM fan coil with 150 CFM of
outside air.
Maintenance shop - 300 CFM fan coil with 50 CFM of outside air'
I t/llgg Antlers Condominium Addition - PRELIMINARY 15010-3
I
N.
o.
Common / Hospitality areas - heating and cooling:
Banquet facility- Two 2500 CFM fan coils with 500 CFM of outside air
for each fan coil. A 3-way valve will bc required for the heating coil to
maintain discharge temperature. Include a 5 ton condensing unit for each
fan coil. lnclude a gravity pressure reliefsystem for the space. Include
Fire/Smoke dampcr allowances.
Lobby / Waiting / rcception - 23fi) CFM fan coil with 250 CFM of ourside
air. A 5 ton conde,nsing unit is required.
Managers / Reserrration - 1000 CFM fan coil with 150 CFM of outside
ur. A2 ton condensing unit is required.
Conference meeting / Breakout room - 1000 CFM fan coil with 400 CFM
of outside air. A 3-way valve will be required. A 2 ton condensing unit
will be required. Include FirdSmoke damper allowances.
lorrnge / Library - a 450 CFM fan coil with a I ton condensing unit.
Sales / Accounting - 1000 CFM Fan coil with 150 CFM of outside air.
Includc a 2 ton condcnsing unit. Include Fire/Smoke damper allowances.
Fitness - 1000 CFM Fan coil with 150 CFM of oucide air. lnclude a 2 ton
condensing unit.
Commercial Kitchen - Anticipate a 3000 CFM grease exhauster for the
kitchen hood along with a 3000 CFM make up air rmit. A side wall
exhaust fan is anticipated. Include Fire/Smoke damper allowances. The
existing kitchen hood is to be reused- The make up air unit will be
supplied from the cental boiler system. A grease trap will be required for
the kitchen
Elevator Vestibule for the garage levels - A 300 CFM fan coil with 100%
outside air to provide space pressurization is required. Fire/Smoke
dampers will be required.
Elevator Vestibules on all other levels - Provide a hydronic cabinet heater
for each level with a capacity of 35 MBH.
Commercial larmdry exhaust - Provide a watertight clothesdryer exhaust
duct from the laundry facility to the roof. A 2000 CFM booster fan will be
required.
I
I
I
I
I
t
I
t
t
I
I
I
I
I
I
I
I
I
I
LLlt/99 Antlers Condominium Addition - PRELIIdINARY 15010-4
I
I
I
P. Elevator equipment exhaust - Provide a 500 CFM exhaust fan controlled
by a cooling thermostat. The fan shall exhaust into the garage.
Fire/Smoke dampers will be required on the exhaust and intake louvers.
a. Elevator hoistway - a six square foot louver with motor operated damper
will be required by code for the elevator hoistway.
R. Garage exhaust - Provide a24,000 CFM exhaust fan for each level of the
parking garage. The exhaust system shall be controlled by a carbon
monoxide sensor svstem.
S. Condominium "; - provide a fiur/light combination for each
bathroom. The fan shall have a capacity of 75 CFM. The fan shall be
vented to the exterior. The kitchen range, dryer and gas fireplace shall
also be exhausted to the exterior thm a louver or approved vent cap.
T. Common bathrooms - provide an inline exhaust fan for each bathroom
area. The fan shall be sized to exhaust 2 CFM per square foot. An
exhaust register shall be located above each water closet.
PART l.Ol4ENERAL
1.01 EXAMINATION OF PPJMISES
Visit the premises before submitting bid as no extas will be allowed for lack of
knowledge of existing conditions.
I,O2 CODES A}tD STAITDARDS
Comply with all applicable codes, laws, industry standards and utility company
regulations.
1.03 EQTJIPMENT FUR]\IISHED BY OWTYER
Rough-in to locations as required. Provide valves on all pipes except waste and
vent pipes, plug or cap these. Final connections will be made by the mechanical
contractor.
1.04 PERMITS, FEES AIID NOTICES
Pay for all pe,r:nits, fees, licenses and inspections for this Division. Do not
include the cost of the "Plant Inveshrent Fee" for sewer and water or Gas
I
I
I
I
I
I
t
I
t
I
t
t
I
I
I
I
rvU99 Antlers Condominium Addition - PRELII\{INARY 15010-5
Application Fee charged by the Utility Company.
1.05 SHOP DRAWINGS
Equipment specified by nane and model number does not require shop drawings.
Submit shop drawings on all specified mechanical equipment and for Tanperanue
Controls and Fire Protection. Provide shop drawings to the Architect and
Engineer showing locations of all access panels.
1.06 DRAWINGS
Mechanical drawings are diagrammatic in nature and are not intended to be scaled
for dimensions. Install the systems complete in the space provided without extra
charges to the Owner.
r.O7 SUBSTITUTIONS AND APPROVALS
A. Some materials are specified by manufacture/s name. Materials of
equivalent quality may be used if accepted by the Engineer.
B. Bidde/s Choice: Materials or equipment listed by several manufacturer's
names are intend€d to be biddet's choicg and any of the listed
manufacturers may be bid without soliciting prior approval.
C. Performance Specification: When any item is specified by requirernent to
meet a performance, industy or regulating body standard or is specified
by a generic spec, (no manufactuets nanre listed) no prior approval by the
Consulting Mechanical Engineer is needed unless specifically called for in
these specifications.
D. Contractor to be responsible for any changes and costs to accommodate
any equipment exce,pt the fint named in the specification.
E. Substitutions for Material
Equipment and materials not listed as equivalents may be proposed as
deductive altemates to specified items by submitting it as a separate line
item to the base bid on the Bidde/s letterhead.
Such alternate proposals shall not be substituted for the base bid and must
be accompanied by full descriptive data on the proposed equipment,
together with a statem€nt of the cost to be deducted for each itern. If any
such alternates arp considered, the Contractor shall submit a list ofthe
T
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
I
tvU99 Antlers Condominium Addition - PRELIwIINARY 15010-6
I
I
I
I
proposed alternate substitution items within 14 days of award of contract.
The request for proposed substitutions shall not be accepted by the
Engineer due to scheduling or delivery concems.
- 1.08 ROOF CURBS
Roof curbs and roof flashings shall be furnished under the Architectural Division
(except for any curbs specified herein). Fumish and install all counter flashings of
the same material as the flashing.
1.09 FOTJ}IDATIONS AND SUPPORTS
I Fumish and install all foundations, bases, hangers, anchors, guides and supports
for mechanical equipment, piping and ducts.
I 1.10 INSTALLATION A}tD ARRANGEMENT
I Install all work to permit removal of coils, shafts and wheels, filters, and all otherr parts which might require periodic replacernent or maintenance.
I t.ll VTBRATTONTSOLATTON
r A. Support each air handling unit with spring tlpe vibration equipment by
I y#l[1*tes or equivalant sized in accordance with manufacturer's
I B. All air handling equipment with ductwork connections shall have flexible
duct connections.
I I.I2 PROTECTION OF WORK AIYD PROPERTY
I Be responsible for the protection of existing facilities whether or not such facilityr is to be rernoved or relocated. Move or remove any facility so as not to cause
intemrption ofthe work or Owne/s operation.
I I.13 EXCAVATION AIYD BACKFILL
I Do all excavating and backfilling required by the work in this division.
r 1.14 CONCRETE
I
All poured in place concrete shall be fumished under the Architectural Divisions
I
ofthese Specifications.
I lt/llgg Antlers Condominium Addition - PRELIMINARY 15010-7I
I
1.15 MOTORS
Squinel cage qpq open drip proof, nomral starting torque, with thermal
overload protection and ball bearings.
Where commercially available, motors rated greater than 1000 watts shall
have a power factor of at 85% under rated load. Where not commercially
available, power factors shall be capacitor corrected by equipment
manufacture to at lcast 90% under rated load.
I.16 STARTERSI
All 3 phase start€rs to have overcurrent protection on all three legs. On 3
phase starters 7-ll2HP and larget furnish a phase monitor control relay,
Time MarkB258b, 258b, or A258B Monitor control relay or equivalent.
Phase monitor relay shall be mounted and wired into the starter enclosure
by this Contractor.
Starters which are fumished with contol circuits shall have integral
transformer and 120 volt contol circuit. All starters to have thermal
overload relays sized for approximately I l5% of full load motor currexrt.
t.r1 AccEss DooRsi
Fumish access doors of t1rye suitable to Architect and provide to General
Contractor to constuct into the building. Access doors should be provided in all
locations where access is requircd.
1.18 IDENTIFICATION
Label alt piping and equipmeirt. Provide color coded full band or stip type
markers and flow amows on piping. Provide engraved plastic valve tags with
valve number and attach with standard chain or s-hook. Provide angraved plastic
sign on or near specified equipment.
r.19 ELECTRICAL EQIIIPMENT AND WIRING FORMECITAIIICAL
DTVISION
A. Unless otherwise indicate4 all motors and controls shall be furnished, set
place and wired in accordance with the following schedule. (MD is
Mechanical Division - ED is Electrical Division).
B.
I
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
B.
rt/t/99 Antlers Condominium Addition - PRELIMINARY 15010-8
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Item Furnished Set in Wired and
Under place or Connected
MTD Under
Under
l, Equipment motors and MD MD ED
thermal overload, r€sistance
heaters.
2. MotorController, magnetic ED (l) ED (1) ED
startsrs, reduced voltage
staters, and overload relays.
3. Disconnect switches, fused ED (l) ED (l) ED
or unfirsed, H.P. rated
switches, thermal overload
switches and fuses, manual
operating switches.
4. Pushbutton stations, pilot MD l"D (2) ND (2)
lights, multi-speed switches,
fl oat switches, thermostats,
contol relays, control
transformers, conEol panels,
motors, solenoid valves, EP
and PE switches and
interlocks.
5. Contractors,I20Vcontrol ED ED ED
circuit outlets for control
panels and for boiler
controls and for fire
protection contols and
smoke detectors.
6. Fire and smoke detecton MD MD ED (3)
7. Site sprinklering control MD MD MD
panels, solenoid valves,
switches, etc. and all wiring
' starting at teh distribution
panel circuit breaker. (See
site sprinklering section).
I ll/llgg Antlers Condominium Addition - PRELIIvIINARY 15010-9
I
(1) If fumished as part of factory wired equipment, wiring and .
connections only by ED
(2) If float sqritches, line thennostats, P.E. switches, time switches,
etc, carry the FULL LOAD CIIRRENT to any moror, they shall
be fumished by the Mechanical Divisiorq but shall be set in place
and connected under the Electical division" except that where
such ite,ms are no integral part of the mechanical equipment, or
directly attached to ducts, piping, etc., they shall be set in place
under the Mechanical Division and connected by the Electrical
Division. If they do not carry the FLILL LOAD CURRENT to
any motor they shall be furnished, set in place and wired under the
Mechanical Division. Contol devices carrying full load current
fumished Mechanical and wired by Electical shall be located at
the device being controlled, urless shown on drawings or mutual
agreement is made between the contactors with no change in the
contract price.
(3) Wiring from alarm contacts to alarm systern by ED; all control
function wiring by MD.
B. Connections to all controls-directly attached to ducts, piping and
mechanical equipment shall be made with flexible connecton.
I.2O FLUSHING, CLEA}IING AND STERILIZING
A. After flushing, sterilize the domestic water systerr.
B. Before final connectiorr are made in the piping syst€ms, all piping shall
be blown out with air and then washed out wittl cleaning compounds.
Clean the boiler by the same procedure.
I.2I TESTING
Test all drain and waste lines with standing water test of twelve feet of
head, held long enough to inspect eachjoint.
Test all water piping, before connecting to units, at 150 psig hydrostatic
pressure.
C. Test all air and gas piping under 60 psig air pressue.
D. All tests required by code must be done, to the satisfaction of the local
B.
I
I
I
t
I
I
I
I
I
II
I
I
I
I
I
I
I
I
I
rr/r/99 Antlers Condominium Addition - PRELIMINARY 15010-10
I
t
I
authorities having jurisdiction, before covering.
E. Test refrigeration piping with oil punped, dry nitrogen at 150 psig and
then evacuate, fill with refrigerant and test with Halide Torch or
electronic leak detector. Evacuate and dry the system with dry ninogen.
F. All hydrostatic tests to be held for a minimum of six hours. Air tests to
be held for a minimum of two hours.
I.22 BALANCING
A. The balancing of the systern shall be part of this contract, include in bid
the cost of balancing and adjusting.
B. At the completion of the installation , the mechanical systems shall be
adjusted and balanced by an independent balancing firm specializing in
this work, approved by the Engineer before bidding.
C. Furnish and install such items as thermometer wells, pressure test cocks,
access doors, etc., as required to allow tests and adjustnents to be made.
D. Adjust and balance all air imd water systems. Check, adjust and balance
all systems to meet the design conditions and tabulate all information on
acceptable forms. All systerns shall be checked for proper performance
during design conditions, both heating and cooling.
1.23 OPERATING AND MAINTENAI\CE INSTRUCTIONS
Deliver operating and maintenance instruction to the Owner on completion of the
work and instnrct Owner in their use.
1.24 WARRAI\TY
A. All materials and equipment shall be new unless other-wise specified.
Guarantee all workmanship, material and equipment and replace any
found defective without cost to the Owner, for one year after final
acceptance, as defined in General Conditions.
B. Each warranty for longer than the one year described above (that comes
with equipment used on the job) shall be passed onto the Owner with
dates ofstart and end ofwarrantv.
t
I
T
t
T
I
t
I
I
T
I
T
I
T
I
I
rr/t/99 Antlers Condominium Addition - PRELIMINARY 15010-11
o
1.25 PROJECT RECORD DRAWINGS
Provide the Architect with one clean set ofplans and specifications corrected up-
to-date as job progresses.
END OF SECTION
ll/1199 Antlen Condominium Addition - PRELIMINARY 15010-12
B.
c.
D.
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION ls2so-INSIJLATION
1.01 PTPING AI\D EQUIPMENT
Domestic Cold Water Pipe, Valves and Fittings.
1. Insulate with U.L. approved, flame resistant, white vapor barrier
jacketed, glass fiber Snap-On Lrsulation l/2" thick. Insulate valves
and fiftings with glass fiber blanket insulation and premolded PVC
covers (covers to be UL 25150 rated). Where the use of PVC covers
in plenums, etc. is resticted by various codes (such as Denver) valves
and fittings shall be insulted by wrapping with blanket insulation.
Cover blankets to same depth as the pipe insulation with insulating
cemqrt, howeled smooth. It is the contracto/s and manufachue/s
responsibility to assure thernselves that the code authority will
apprcve any product to be installed on the project. Provide deduct
alternate for "Arrraflex" tlpe closed cell foam insulation.
2. All buried pipe and fittings (except water service from street to
buildings) qpiral wrapped with "Protecto Wrap" No. 200 coating or
equivalent, 50% ovedap. No insulation is required.
Domestic Hot Water Pipe and Fittings
l. All hot water supply lines and circulating water lines insulated with
U.L.. approved, flame resistant, white all service jacketed glass fiber
Snap-On Pipe Insulation l/2" thick. I:nsulate fittings with glass fiber
blanket insulation and pranolded PVC covers. Provide deduct
alternate for "Armaflex" tlpe closed cell foam insulation.
2. All buried pipe and fittings shall be insulated in the same manner,
wrrh +ll2lb./cu.ft. insulatiorU spiral wrapped with "Protecto Wrap"
No. 200 coating or equivalent, 50% overlap.
Roof Drain Leaders. lnsulate all lines and fittings, which are not buried,
same as domestic cold water piping. No insulation required on buried
lines.
Heating Piping; Heating Water, and Antifreeze Piping; Pipe, Valves and
Fittings.
l. lnsulate with U.L. approved, flame resistant, white, all service
jackete4 glass fiber Snap-On Insulation 1" thick. Insulate valves and
fittings with glass fiber blanket insulation and prernolded PVC covers
(covers to be UL 25150 rated). Where the use of PVC covers in
tr/r/99 Antlers Condominium Addition - PRELIMINARY 15250-l
plenums, etc. is restricted by various codes valves and fittings shall be
insulated by wrapping with blanket insulation. Cover blankets to
same depth as the pipe insulation with insulating cement, boweled
smooth- It is the Contracto/s and manufactureds responsibility to
assure themselves that the code authority will approve any product to
be installed on the project. Provide deduct alternate for "Amlaflex"
closed cell tlpc insulation.
2. All buried plp€ and fittings shall be insulated in the sarne manner with
*l/2[b./cu.ft. insulation, then spiral wrapped with "Protecto Wrap"
No. 200 coating or equivdent 50% overlap.
E. Refrigeration piping: Insulate suction pipe below the roof and all buried
pipe with "Amaflex" or equivalent nrbular closed cell foarn insulation
l/2" thick. Slip insulation over pipe before assembly so that there are no
length wide seams. Where lengths of insulation are butted together, use
factory recommended adhesive. Where the use of "Armaflex" or
equivalent tubular closed cell foam insulation in plenums, etc. is
restricted by various codes (such as Deirver) piping and fittings shall be
insulated the same as domestic cold water piping. It is the contracto/s
and manufacture/s responsibility to assure theurselves that the code
authorities will approve any product to be installed on the project.
F. Insulation for all t1ryes of piping shall be canied full size through the
hangers.
I.O2 DUCT INSIJLATION
Inside Duct Liner - See Section 15800 - Ductwork
END OF SECTION
I
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
tt/t/99 Antlen Condominium Addition - PRELIMINARY 15250-2
I
I sEcrroN rs4oo-PLTTMBINcI
1.OI WATERPIPINGIr A. Water Service
I
I
I
I
I
t
I
I
I
I
I
I
l. Provide meter in accordance with the goveming body's regulations.
2. Nl pipe outside the building: 4" and large4 Class 250, cement lined,
cast iron or ductile iron or manufacturers recommended thickness
class mechanical joint or push-on joinl 3" and smaller Tlpe "K"
copper with wrought copper fittings and hard solder with a minimum
melting point of I100 degree F.
3. Piping outside the building shall have not less than eight feet ofcover
from finished grade.
B. PiPing (Inside Building)
l. Piping inside building; buried lines, tlpe "K" copper water tube,
wrought copper finings and I100 degree F solder. Non-buried lines,
tlpe "L" copper water tube, wrought copper fittings and no lead 95-5
solder.
2. All buried pipe within the building insulated per Insulation Section
and zurrounded by 4" clean sand. All buried pipe outside the building
surounded by 4" clean sand.
3. Valves and Specialties
Gate Valves: Bronze, Class 125, 200 lb. W.O.G.
Globe Valves: Bronze, Class 125, 200Ib. W.O.G.
Swing Check Valves: Brotze, Class 125, 200 lb. W.O.G.
Dielectric Unions: Fumish and install a dielectric union at all
connections where non-fenous material
Strainers: 250 lb. semi-steel or cast iron "Y" !4)e with monel or
brass screen.
Presswe Temp. Taps: Universal Controls Corporation #45-PT-N.
Sisco BNO-500 l/2 NPT, Nordel Core.
I L02 soIL, wAsrE AltD
'ENT
AI\.D sroRM prpING
t
Materials; Soil, Waste and Vent Piping (Inside Building)
I tt/tlgg Antlers Condominium Addition - PRELIIIINARY 15400-1
I
l. Lines buried below gormd; standard weight, C.I. soil pipe and .
fittings. Class 50 ductile iron pipe and fittings or hubless C.I. with
C,I. couplings for bclow grade.
2. Waste lines abovc ground; standard weight, C.I. soil pipe and fittings
or hubless, C.I. soil pipe and fittings. Up tbrough 2-l/2" maybe
standard weight, galvanized steel pipe with blaclq C.I. drainage
fittings.
3. Veirt lines above ground; standard weight, C.I. soil pipe and fittings
or, standard weight, galvanized steel pipe with 150 lb., galvanized
mall iron fittings for lines 2" and ov€tr, for lines 1-l/2' and less, black,
C.L l25lb. SWP fittings.
4. All waste and vent piping above grade may be DWV copper pipe and
fittings using 50-50 solder.
B. Materials; storm piping (Inside Building)
Drainage pipe and fittings above grorurd; standad weigh! galvanized
steel pipe with black C.I. drainage fittings, DWV copper drainage pipe
and fittings with 50-50 solder or standard weight, C.I. soil pipe and
fittings. All dnins within thc buildings, wh€Nr und€rground" shall be
standard weight C.I. soil pipe and fittings, Class 50 ductile iron pipe and
fittings or hubless C.I. with C.I. couplings for below grade.
C. Materials; Sanitary and Storm Sewer (from 5' outside of building)
l. Use standard strength clay pipe up to a maximum depth of 12 feet.
When cov€r exceeds 12 ft., use exta steirgth clay pipe. When pipe
runs under concrete at€as, use standard weight, C.I. pipe and fittings,
or Class 50 ductile iron prpe and finings. When cover is not at least 3
feet use standard weigbt, C.I.prpe and fining or ductile iron of
manufacturet's recommended thicloress class.
2. Constnrct manholes of poured-in place concrete or pre-cast concrete
rings with cast iron franes and covsrs'
1.03 GAS PIPING
A. General
l. Sunound all bruied pipe with 4' clean sand before backfilling.
I
I
I
t
I
I
I
I
I
I
I
I
I
t
t
I
I
I
I
rr/r/99 Antlers Condominium Addition - PRELIMINARY r5400-2
I
r ' ffn"ffi#ffil::,fi1"T,ffi;1nHf*Tffi-nrmished
! 3. Gas piping fiom the meter through the building will be done under
this division and connected to all equipment required.
I B. Piping: Schedule 40 black steel pipe, 150 lb. malleable iron screwed
fittings on above ground pipe, welded fittings with dl piping coated and
I
wrapped on buried pipe.
C. Valves: Lubricated Plug Valve 175 lb. W.O.G. iron screwed or flanged.
I 1.04 FLASHINGS
I A. Flash each vent and stack through roofwith 24" square, 4 pound sheet
I lead or by method recommended by roof manufacturer and approved by
Architect.
I Fhsh roof drains with 36" square,4lb./s.f. pound sheet lead or
manufactued chlorinated polyethylene laminated to 25 lb. felt.
I I.O5 CLEAI\OUTS
r Install full size brass cleanout plugs wherever pipes change direction or
otherwise required. Brass plugs with chrome plated cover plates for walls,
I scoriated brass cover for floor, flush with floor or wall. When outside, heavy
t duty cast iron tractor cover set in two foot square by 6" deep concrete pad or in
concrete or asphalt surface. nY' in the line and vertical riser of C.L pipe.
I r.06 FD(T'RE' AI\D E.TTIPMENT
I A. Fixtures
L lnstall fixtures and/or rough-in according to the Architect's fixture
I schedule.
t :?H:ffiJ;"H:T*ru:ffiHilH#,ffiX"ffi'#H.
. installation.
I 3. All pipes at the fixtures which may be exposed to view shall be brass
chrome finish, finished with cbrome escutcheons where they project
t
from walls and floors.
I
I
ll/1199 Antlers Condominium Addition - PRELIMINARY 15400-3
4.
5.
Stop valves shall be furnished and installed at all fixnres, for all
equipme,nt and at rough-in locations.
Vacuum breakers shall be provided at all outlets with hose
connections.
All exposed domestic hot water and wastc at handicapped fixtures
shall bc insulated. Rcfer!o scction 15250.
END OF SECTION
tuv99 Antlers Condominium Addition - PRELIMINARY 15400-4
1.
B.
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SECTION 15600-HEAT AIYD REFRIGERATION
1.01 PIPEWORK
Piping
Grade and valve all heating water piping with 3/4" hose end valves to
permit complete draiaage of the system. Vent all high points in
equipment roorns as n€cessary with automatic air vents piped to
convenient drain. All high points in system outside of equipment
rooms with combination automatic/manual air vents as required to
relieve air in the system.
All buried pipe to be insulated as per Insulation Section 15250. All
buried pipe shall be sunounded by 4" clean sand.
Heating piping: Schedule 40 black steel with preformed steel fittings.
Branch lines on welded installation use welding tees, thread-o-lets
and weld-o-lets. All fittings to be long radius pattern. All fittings for
antifreeze systqns shall be butt weld or socket weld.
or
4. Copper Pipework: (Contractor's Option). Piping may be Type "K"
copper for all buried lines using wrought copper fittings and I100
degree solder. For non-buried piping; T1rye "M" copper, wrought
copper fittings and 95-5 solder. All buried pipe shall be surrounded
with 4" of clean sand.
5. Drain Pan Piping: Not buried; T1rye "M" copp€r, wrought copper
fittings and 95-5 solder. Buried; Type "L" coppetr, wrought copper
finings and 95-5 solder. All buried pipe shall be sunounded with 4"
ofclean sand.
6. Refrigeration Piping: Type "L", ACR grade copper, cleaned,
dehydrated and capped at the factory. Use wrought copper fittings
and hard solder having a minimum melting point of 1100 degrees for
buried lines, 95-5 solder for non-buried lines. Valves and specialties
shall be standard brass or bronze valves for refrigeration senrice.
Bruied pipe shall be surrounded by 4" clean sand.
Valves and Specialities
1. Globe valves or plug valves may be used as balancing valves.
tt/t/99 Antlers Condominium Addition - PRELIMINARY 15600-l
Dielectric unions are to be used at all connections where ferous.
mat€rial is connected to buried non-ferrous material and where non-
ferrous material is connected to domestic waterpiping.
Gate Valves: Bronze screwd Class 125 or ircn body, bronze
mounted, flanged, Class 125.
Plug Valves: 175 lb. W.O.G. for 250 degrees F @ 150 psi W.P.
Eccentric, tight shut-offwith permane,lr0y lubricated stem bearing
surfaces in upper and lowerjournals. DeZruik figrre 435 or
Homestead Series 1500.
Flo-Contol Valves: Bell & Gossett Flo Control, Taco Flo-Chek or
Hoffuian Flo Contol Vdve.
Balancing Valves: 125 psi W.P. for 250 degrees F service, tight
shutoff, Illinois Dual Purpose Balancing/Shutoff Valve, Hoffinan,
Sarco, or equivalent.
Unions: 300 psi W.O.G. malleable iron screwed or 125 lb. cast iron
flanged unions.
Strainers: 250 lb. semi-steel or cast iron "Y" tSpe screwed monel
screen, 125 lb. semi-steel uYu typc flangd brass screen.
Pressure Temperature Taps: Universal Controls Corporation #45PT-
N. Sisco ENO-500 1/2" NPT, Nordel Core.
or
l. Copper Pipe Vdves and Specialties.
Gate Valves: Bronze, Class 125,200Ib. W.O.G.
Globe Valves: Bronze, Class 125,200 lb. W.O.G.
Check Valves: Bronzc, Class 125, 200tb. W.O.G.
Balancing Valves: 125 psi W.P. for 250 degrees F serrrice, tight
shutoff, Illinois Dual Purpose Balancing/Shutoff Valve,
Hoffrnan, Sarco or equivalent.
I
I
I
I
I
I
I
I
I
I
I
t
I
I
t
I
I
I
I
rt/t/99 Antlers Condominium Addition - PRELIMINARY 15600-2
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
r.O2 SNOWMELT PIPING
A. Gen€ral
l. Piping to be crosslinked polyethylene with an oxygen diffirsion
barier as manufactured by Wirsbo, Rotb, Rahau, Stadler, Heat Link
or Unicore.
2. Piping shall be installed in continuous loops, no splices allowed. The
maximum loop length allowable for snowmelt shall be 300' for 5/8"
tubing or larger. Longer lengths or different diameters oftubing are
not allowable unless reviewed by the Engineer for each specific
installation.
3. The Contactor shall install the tubing as recommended by the
manufacturer and spaced to provide the required heat output. Tubing
loops offeach manifold shall be instdled in equivalent lengtbs (t5%).
4. The Contractor shall install manifolds as provided by the tubing
manufacture. The manifolds shall consist of a supply header
(including: balancing valve for each loop, compression fitting to
receive tubes, ternperahire gauge and air vent) and return header
(including: manual shutoffvalve for each loop, compression fitting to
receive tubes and temperature gauge).
5. Tube shall carry a twenty-five (25) year non-prorated warranty
againsl failue due to defects in material and workmanship. The
tubing manufacturer shall carry a liability policy of an arnount groat
enough to cover replacernent cost of material, labor, shipping and
incidental damages incurred due to a tubing failure due to defects in
material and wor*manship.
6. Snowmelt tubing which is not located in the snowmelt zone shall be
insulated.
END OF SECTION
tUt/99 Antlers Condominium Addition - PRJLIMINARY 15600-3
I sEcrroN Is8m-NRDTsTRTBUTIoNI
1.01 MATERIALS AlrD EQIIIPMENT
I A.' G€neral
I l. Sizes shown on the drawings are outside (sheet metal) duct
dimslrsisns. Ductwork shall be sheetraetal furnished and installed in
accordance with SMACNA Low Velocity Duct Manual AIA File No.
l| 30-Dt.
2. Ductwork Materials
I
a All ductwort to be galvanized steel except as otherwise called
for.I
b. All laundry hood exhaust ducts and dishwasher hood exhaustr triJlH:l$,*::HTfi':hl'lHPductsrouted
r " :*lH',fff#?,ffi1fffl",i1s::f,J"Ji#:"
ductwork; 14 gauge black steel with angle joints, welded,
I watertight constnrction up to the roof. Ducts above the roof;
t8 gauge galvnnized steel, watertight constnrction.
t B. Acceptable Manufacturer
l. Low velocity flexible ducts.
I
Insulated flexible duc! consisting of inner core of one ply comrgated
duct, l" thick, 3/4 lb. insulation vapor barrier core. Duct must beI approved by code authority for the specific application.
I Clevaflex, Clevaform tpe SFV or equivalent.
or.
Acoustically insulated flexible duct, consisting of inner core of' perforated one ply comrgated duct, l" thick insulation and vapor
barier cover. The flexible duct must be approved by code authority
for the specific application. Duct must have the following minimum
insertion loss in dB/ft.
I tt/tlgg Antler Condominium Addition - PRELIMINARY 15800-l
T
I
I
I
3.
4.
Octaveband 125 250 500 1000 2000 4000
lnsertion loss 2,7 2.1 2.3 2.8 3.2 2.5
CASCO Acoustical Flot Sileirt Flex II or equivalent.
Round duct connectors: Factory fabricated galvanized for insulated
ducts. Butterlly datrper and quadrant op€rator on all applications.
Flexible connections. 24 oz. per yan( U.L. approved material,
Turning Vanes (All rectangular elbows).
Opposed Blade Darpers (for duct split and where shown).
a. Steel or aluminum constnrction with work driver operator.
Screwdriver slotted shaft, factory assenrbled.
b. Sizes up througb 36" x 12": Barber Colman AOOG, T & B
7s, Tinrs AG-35B, Krueger OBD-DM, Anernostat OB4,
Carnes 800, Agitair OB, J & J OBD-DM, or equivalent.
c. Sizes above 36n x 12": Multidarrper with external handle
and quadrant type locking devicc Quadrant Regulator. Blades
not to cxceed 6'in width.
Volune Extactors (Where shown at rectangular takeoffs).
a. Steel or aluminum constnrction with vanes on 2" centers,
gauge operated. Manual op€rator attached to branch duct.
Cames 1250, Titus AG-ss5, T & B VLR, Anernostat DT2M,
I(rueger EX-88A Agitair, Branchtrol S-2, J & J EX 9,
Millaire Ex-l or equivale,nt.
Fire Dampers. U.L. Label.
a l-112fu. fire rating or as required to protect rating shown on
Architectural floor plan, with sleeve where construction fire
rating requires. To meet NFPA 90 A requirements. Shutter
curtain tlpe blades and replaceable fusible link. Use t5pe "B"
dampers at all locations whete space pemits or type "C"
darrpers for round or oval ducts. Use tlpe "A"dampers only
where space will not allow tlpe "B".
I
I
I
I
t
I
I
I
I
I
I
I
t
I
I
t
I
I
I
5.
6.
7.
tt/v99 Antler Condominium Addition - PRELIII{INARY 15800-2
8.Duct Liner (Inside the Duct).
a Insulate all supply ducts, retum ducts and outside air intake
ducts and any other ducts called for on the plans with l" thick,
2 LB. density, monolithic, long glass fiber duct liner.
"Ultalite" Number 200, Pittsburg Plate Glass "Testafine" or
Oweos Coming "A€.roflex".
Fire/Smoke Dampers U,L. Label
a Fire/smoke dampers shall confonn to UBC Standards Nos. 43-
7 and 43-121ry[ft 3 minimum leakage classification of ltr.
Dampers shall incorporate otr€ UL classified safety mode
operator with direct detector signal. Install in accordance with
the manufactureds UL installation insEuctions. Furnish
damper with dual indication (end switch to indicate full open
or full closed). Coordinate operation with fire alarm system as
required.
EI\D OF SECTION
9.
rr/U99 Antler Condominium Addition - PRELII{INARY 15800-3
c.
D.
I
I
I
I
T
t
t
I
t
I
t
I
I
I
I
t
I
t
I
SECTION 15900-CONTROLS AIID INSTRTJMENTATION
I.O1 DESCRIPTION
The Temperature Conrol System: Electic and elechonic to comprise a
complete system, furnished and supenrised by the Temperature Conrol
Manufacturer.
Wiring - General
l. Comply with the National Electric Code, and the Electical Division
of these specifications.
2. Run wiring in metallic conduit, tubing or raceways. Exceptions:
a. NEC class 2 low voltage wiring where not exposed to view
such as above suspanded ceiling in shafts, etc., may be ntn in
cable. (Not allowable above ceilings used as retum air
pleirums).
b. Wiring enclosed in Ternperature Control panels.
Wiring - Supervised: All wiring and installation in connection with the
automatic control system to be the responsibility of the Mechanical
Division, supervised by the Control Manufacturer or his representative.
Upon completion of the installation the contol manufacturer or his
representative shall link all valves and dampers and check out the wiring
and calibrate controls furnished under this section.
Drawings: Submit shop drawings of equipment, control panels and
wiring diagrans to the Consulting Mechanical Engineer forreview.
Control Settings: All control settings are tentative, equipment shall have
adjustable settings.
I.O2 ACCEPTABLEMANUFACTIJRERS
This specification is based on Tekmar equipmelrt. Acceptable
manufacturers are: Johnson Confiol Company, Honeywell or Barber
Colman. Others must be approved by the Consulting Mechanical
Engineer before bidding. It is recogrized that packaged equipment comes
with other names on controls and that some functions are accomplished
with other named components. This specification does not intend to
prohibit this practice.
rr/t/99 Antlers Condominiurn Addition - PRELIIVIINARY 15900-l
r.03 MATERTALS AlrD EQUPMENT
A. Low Voltage Power: Control devices and panels containing low voltage
power sources shall comply with NEC Class 2 requirements (current
limiting), or supplied with branch circuit ftsing to limit control circuit
curent to NEC Class 2. Control tansfomrers; of the curent lirniting
qpq or installed with primary disconnect and overload protection.
B. Thermostats
l. Duct thermostats shall have liquid filled capillary averaging bulbs.
2. Nl thermostats shall have a t€mp€rature range suitable for the
application and have adjustable set points. Provide visible scale
thermometer on thermostats in apartnents, condos, and residences.
3. Provide guards on any electric thcrmostats in the following areas:
C. Dampers: Pacific Series 210, Johnson "Proportion-Air", Honeywell
"Moduflow Low Leakage", Ruskin"CD250 Low Leakage Penn Air
Contol DamperPBD or OBD or equivalent.
D. Valves
l. Valves in water and antifreeze systern shall be sized for not more than
2 psi drop.
E. Freeze Detection Thermostats. Each supply system with water coils
taking outside air shall have a freeze detection thermostat located on the
downsteam side of the coil. Thermostats shall be of adjustable electic
contact type, silver plate4 manual reset with 20' flexible sensing bulb of
increment type with any section capable of actuating mechanism on
ternperatur€ drop below set point, thermostat shall stop fan(s) and closed
outside air damper. They shall have an isolated set ofcontacts for alarm
system.
F. Smoke Dectectors O,IFPA Requirements)
l. No smoke detector devices required on systems 1999 cfrn and less.
2. Each supply system shall be equipped with a manual emergency stop
conuol located at a convenient and accessible point for shutting down
the fan in case offire. Forthepurposes ofthis specification, the
disconncct switch will serve this purpose.
I
I
I
t
I
I
I
I
I
I
t
I
I
I
I
I
I
I
t
rUt/99 Antlers Condominium Addition - PRELIMINARY 15900-2
J.
4.
).
6.
I
I
t
I
T
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ln systems over 2,000 cfin capacity approved smoke detectors shall
be installed in the main supply duct and main retum duct. The
controls shall be arranged to close the refum air damper, exhaust
damper and fresh air damper automatically when the fan is off, The
respective fan systern shall shut down automatically when the smoke
detecting apparatus is in alarm or by the manual emergcncy fan stop.
Under all other conditions the retum air damper shall be open when
the exhaust air damper and the fresh air damper are closed. Provide a
0-3 minute adjustable electric time delay to allow the darnpers to open
to normal position before the fan starts and allow the fan to coast
down before the danpers close. The return air detector shall be
located upsteam from any exhaust outlet and the supply air detector
shall be located on the downsteam side ofthe filters.
Smoke detectors shall be on ionization type duct detector for
detection of combustion gases, fire and smoke in air conditioning and
ventilation system ducts in compliance with the National Fire
Protection Association, Recommended hactices Parnphlet No. 90A.
The assenrbly shall consist of a casting to accommodate sampling
tubes which exteind across the duct of the ventilation system. While
the fans are operating, a continuous cross sectional sampling of air
from the duct will flow through the ionization detector after which
time sampled air shall be returned to the duct. Detections shall be
capable of detecting the products of combustion of .01 grams per
cubic foot ofair at the detector and shall operate on the ionization
principle. The detector shall not contain hot filarnent tubes or moving
parts and shall plug into the base having a neon indicating lamp. The
detector shall not require replacanent or readjustnent after a fue
alarm has been given.
The detector sensitivity shall be individually adjustable and set by a
factory trained technician at installation and shall thereafter be fixed.
It shall be possible to accurately measure the detectofs sensitivity
with an appropriate instnrment.
The unit shall provide the following function:
a. Fumish necessary power for operation of the detector.
b. Supervise the detector circuit and all relay coils.
c. Provide power to the neon alamr indicator.
d. Provide one set of normally opened and one set of single-pole
double throw alarm operated relay contacts.
rr/r/99 Antlers Condominium Addition - PRELIMINARY 15900-3
e. Provide one set of single pole double throw, trouble operated
relay contacts.
G. ' Dirty Filtcr Gauge: Furnish and install diff€rentid pressure air filter
gauges of suitable range with sensing tips located on the inlet side of all
supply fan filters.
H. Thermometers: Fumish and install a3-112" dial, remotc built
th€rmometer adjacent to each rernote built thermostat which is not
otherwise pmvided with t€mperature indication. Provide thermometer
sensing outside air in each equipment room.
I. Local Contol Panels: Fumish and install local conhol panels at each
HVAC, H & V, AC, Make-up Air System and Domestic Water System.
Group these together inlo one panel whe,n equipmant is located in one
equipment room. The panels shall be totally enclosed with hinged door
and latch and shall house all associatcd thermometers, relays, switches,
gauges, etc.
l.(H SEQUENCE OF CONTROL
END OF SECTION
END OF DIVISION
T
I
I
I
I
T
I
T
I
I
I
T
I
I
I
I
I
I
I
tvl/99 Antlers Condominium Addition - PRELIMINARY 15900-4
I
OUTLINE SPECIFICATION - DESIGN DOCTIMENT -- DIVISION I6
I. DEMOLITION:
A) ELECTRICAL SERVICE DEMOLITION Remove existing service entrance
conductors and switchgear Coordinate with utility for removal of existing
transformer. Retain feeders to existing meter stacks and generally all downstream
items to the extent that they are safe, serviceable and practicable.
B) SIGNAL DEMOLITION: Remove and relocate existing punchdowns and
splitters per owner. Coordinate all actions and intentions with utilities.
C) MISCELLANEOUS DEMOLITIONiRENOVATION: Refer to architectural for
areas involved. Old devices and wiring will be removed. New will be installed.
Existing panels and panel feeders will remain
D) PHASING OF WORK: Continuous occupancy of existing building by owners is
anticipated. Seamless conversion of services (electric, CATV, Phone) is critical.
Every effort shall be taken to avoid extended outages by constructing as much of
the new services as possible before disconnecting the old. Coordinate schedule
with design team before implernentation. At no time will the existing building be
without a fi.rnctioning fire alarm system - coordinate with local Fire Department.
2. SITE WORK: Trenching for new primary line to new transformer and service
laterals from new transformer to new main electrical room (located at the site of the
existing transfonner). Trenching for re-routed CATV and phone services from
existing pedestals to new telephorre closet in new building - coordinate with utilities.
3. SERVICES:
A) RENOVATION OF EXISTING SERVICE: 208Y120V Liebert Interceptor
TVSS. One 4000 arnp lateral to one new Siemens 4000 amp rnain fused switch in
new main electrical roorn l'eeding new switchgear in new secondary electrical
roorn (site ofexisting guest laundry). Intercept existing meter stack feeders and
splice necessary lengths of new rvire from new'gear New wire and overcurrent
devices to malch existin,q (all 3Ph): lxl600, lxl200, 5x600. 3x400, 1x200, 1x30.
Provide additional label on 40004 switch stating " Disconnect I of I for Original
Building, I of 5 Overall".
B) SERVICE FOR NEW BUILDING: 208Y l20V Liebert Interceptor TVSS. One
2000 amp lateral to two new sections of Siemens 2000 amp switchgear (located in
new main electrical roorn) containing four l?00 amp, 3 phase HCP fused
switches Each sr.r,itch feeds a groupin-u of 1200 amp. i phase meter stacks
(residential = iPh iillPh out, cornmercial = iPh in/out). Meterstackswill be
located in the upper garage in two locations - two stacks serving the west half,
two stacks forthe east All sockets will be 200 amp continuous rated, single
LaVcnturc I ingirrucrirrg Associ:rtcs. Ilr
f -i06
Antlen CondorniniLrnrs Addition
No!€mber l. 1999
I
phase residential, three phase all else. all with circuit breakers. Provide additional
label for each 1200A switch stating "Disconnect (1,2,3, or 4) of 4 for New
Building, ( 1,2,3 or 4) of 5 Overall"
4. WTRING METHODS: Service laterals will be copper in concrete-encased PVC
conduit. EMT conduit and wire will be used whenever a circuit is exposed.
Concealed and protected feeders and branch circuits may be either MC cable or EMT
and wire. In all cases, where wiring is exposed to possible damage, GRC shall be
used. Feeders to other than motor loads and mechanical rooms may be aluminum,,
Branch circuits will be copper exclusively. Conduits will not be used for grounding,
full conductors will be required throughout this project.
5. DEVICES/FACEPLATES: Leviton Decora. nylon, color per architect. Residential
grade inside condos, commercial specification grade all else.
6. LIGHTING FIXTLIRES/SYSTEMS: Per schedule. All spaces, interior and exterior.
Current fixture budget is $-500 per condo. Residential grade inside condos,
commercial specification grade all else Standard switching methods except for a
possibly complex dimrning system in banqr.ret area (1, 2. or 3 spaces in any
combination). Emergency/Exit lighting by individual NiCd batteries. Exterior
lighting fed from separate panel, controlled via timeclock/photocell combination.
7 GUTTER ICE MELT: Located on roof and in gutters (configuration per
manufacturer) in places over automobile or pedestrian ways Automatically
controlled via moisture and ternperature sensors. Also in drains and downspouts.
8. PANELS: Siemens. 200MCB/l Ph/3W loadcenters inside condos. 200MCB/3Ph/4W
Panelboards all else. Recessed in finished spaces. surface in unfinished spaces.
9 FIRE-RATED ASSEI\,|BLlES No conrpronrise of such assentblies will be allowed.
All installat ionVtechniques must meet the requirements of all code ofllcials.
10. ADDITION TO EXISTING *-01" UNITS Loading on existing unit panels has been
calculated by NEC nlethods, and is not considered to be available for additional
loads Contractor will determine and provide source of power acceptable to Code
officials tbr new devices shown Also, local Code officials will require additional
work in the existing unit in order to brin*q obsolete and/or unsafe existing conditions
up to current Code - final scope to be deterrrined
I l. SIGNAL WIRING/SYSTEMS: Each unique space willbe homerun from local
splitter and punch-down in that space to a telephone closet on that floor. Wire CATV
with RG-6. each jack hornerun to local splitter. Wire phone with 6-pair CAT V
throughout. Residential phonejacks ntav be daisy-chained after local punch-down.
Each condo will be pre-wired for local stereo distribtrtion - extent of system and
quality of components per architect. Phone jacks in ofTice spaces will be individually
homerun in %" EMT to a local, recessed distribution panel (MSDE by Superior
l.aVcntrrrc I)tr.ttrccn:tg
^ssoLtllcs.
lrtr
9i06
Artlcrs Condonurriuuts Atldition
Novcrnircr | . 1999
1
I
I
I
I
I
I
T
t
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
t
I
I
I
I
I
t
I
I
I
I
I
I
I
I
Modular Products 970-535-4Q44, configured per owner) Splicelextend as necessary,
all existing conductors and conduit to new main telephone closet in new building.
New conduit will be EMT. System configuration and requirements per owner.
Contractor is solely responsible for coordinating with owner to ensure compatibility
with existing systems.
I2. FIRE ALARM SYSTEI\,IS:
A) RESIDENTIAL: l20V smoke detectors in all rooms and adjoining internal
spaces. Local,unisonalarmonly. Provide/install warninglabel "l20volts-do
not open".
B) COMMON: Addressable, complete coverage per NFPA recommendation,
industry standards and local codes. Specifically: Heat detectors in entryways of
condos and rate-anticipation heat detectors in outdoor walkways and lobbies.
lnterthce with new cornnrercial kitchen hood systern. Each non-ADA unit will
have at least one conlnlon-svslenr notification appliance. ADA units (qty per
architect) will require appropriate additional devices to satisfy local
interpretations Relocate existing fire alarm panel, extend wiring as necessary.
Seanrlessly integrate existing svstem into new system such that new system will
become single point of contact for firefighter information for new and existing
buildings. Interconnect with kitchen system. Coordinate and program any
special sequence ofoperations required for sprinkler systems,
13. PUBLIC ADDRESS: In banquet hall only. capable of operating in one, two, or three
zones, with remote voice inputs and cerrtral radio/music inputs, arrd fire alarm
override.
l4 LABELING: Engraved phenolic e\cept panel schedules. All distribution equipment
(panels, switchgear. etc.) shall bear their overall narnes All overcurrent devices shall
bear the name ofthe downstream load or circuit description, either on the overcurrent
device or in a typed panel schedule as appropriate. All Motor disconnects and
switches shall bear the names of the load served as well as the feeder/branch circuit
description. Comnrercial branch circr.rit devices (receptacles, telephone jacks) shall
bear clear self-adhesive tape (as Kroy type) describing tlre upstrearn panel and circuit
number.
15. WORKING SYSTEMS Provide all ancillary equiprrrent and devices as necessary for
proper installation and tirnction of all svstenrs.
16. This document is prelirninary and subject to change. Failure to mention items herein
is not meant to inrply exchrsion tiom the project. On-going cooperation among all
parties is expected.
LaVcnturc lirsrnccn rrg nssoeiillcs. Inc
9-l0(r
Autlcrs CorrdorniniLrnrs Additton
Novcrlhcr l. 1999
I
I
I
I
sEcrloN 16050
BASIC ELECTRICAL MATERIALS AND METHODS
PART I . GENEML
I.I DESCRIPTTON
I A. Relatod work speciEed elsewhere:t
l. Sce Division 15 Soecifications.
I B. Work lncluded:
l. This Section describes those materials and methods common to the Wo* in Division 16.
1.2 QUALITYASSURANCE
I A. Acceptable Manufacturcls:I
l. Connectors - Fittings:
I O.2., Tomic, Appleton, Srcel City, T&B or approvcd equal.
2. Surface Raceway:
I Wiremold Corporation, Walkerduct Corporation or approved equal.
3 . colnductors
'I
Okonitg Anaconda, General Cable, Rome, Phelps-Dodgg Simplex, Rockbestos or approved.
I 4. Boxes:
Appleton, Raco Steel City, National or approved equal.
I 5. Disconnect Switches:
General Elecric, Square D, lTE, Westinghouse, Cutler-Hammer or approved equal.
I 6. Thermal Overload Switches:
I General Elcctric. Allen Bradley, Square D, or approved.
7. Switches and Receptacles:
I Ganeral Electric, Hubbell, Leviton, Pass and Seymor or approved equal.
I
Basic Electrical Materials and Methods 16050-l Antler Condominium Addition
I
I
8. Device Plarcs:
Hubbcll, Sierra or approved equal.
PART 2 . PRODUCTS
2.1 RACEWAYS
I
I
I
I
I
I
I
T
I
I
I
I
I
I
T
I
I
I
I
'l
3.
Provide the following typcs of raccways for thc spccific application or location indicated.
l.Rigid Galvanizcd Stcel: Whcrc required by code or utility company. Hazardous areas.
Whete rcquircd for mechanical protcction or wherc specifically indicated on the Drawings.
90 elbows from PVC conduit under slab stub ups to panclboards or switches.
Type III, Rigid, Schedule 40 PVC:
For all wiring runs in or mdcr the floor slab which is in contact with the ground.
For all wiring runs buried undaground, unless othcr.n ise indicated.
Providc cxpansion joints in accordance wilh manufacture/s recommendations.
Flexiblc Conduit:
For final conncctions to all molors, ransformers, and othcr equipmcnt ofthis nature.
For final connections !o rccessed fixtures and where specifically indicated.
Flexiblc Watedight Conduit:
For final connections to motors and othcr cquipment whcre exposed to weathc or to
moisture.
5. Elcctrical Mcullic Tubing @MT), Galvanized:
For all othcr locations not specificd above, such as above gradc slabs, walls, ceiling, etc.
6. Surfacc Raccways:
Catalog numbers and locations as indicated on ihe Drawings.
WIRE AND CABLES
A. General:
1. All conductors shall bc UL approved copper with 600 volt rated insulation.
2. Wires sizes #10 AWG and smaller shall be solid, #8 and larger shall be stranded.
Basic Electncal Matenals and Methods 16050-2 Antler Condominium Addition
t
Ir 3 $:"il1#;;;ffT:i[ilii#3 il:T:i?1;T[,1:ilil*fi::"$L:J."I"f
panel to first outlet is 75 ft. or grcater for 120 volt circuis.
! B. Type Conductors:
l. Provide conductors complying with the following insulation standards for the indicated
I application.
2. All feeder and seryice conduclor T)?c THW or Tlpe RHW
I Hanging cord drops and cord connections Tryc SO cord
Exterior undetground Type USE
Other conductors as required by NEC Article 3 l0
I
3. Low Voltage Conductors:
f Jacketed, approved tpe, with low smoke producing characteristics.
2.3 BOXES
I A. Outla Boxes:
I Provide galvanized or zinc coated, prcssed steel outlet boxes for all locations except where otherwise
t indicated or where cast metal hxes are rcquircd by the NEC. Boxes arc to be minimum 4" square or
octagonal, and of depth as required. Provide plaster or tile rings for all flush outlets installed where
I wood, drywall, tile, plasta, etc., tnes of finish arc applied. All outlets for extetior application shall
I be cast, weatherproof type, brick walls constitule the finished wall surface. In any event, provide
outlet boxes of proper type and design for particular fixture or devicc to be installed.
I B. Pull Boxes:
I
Provide pull boxes in raceway runs as required by NEC andjob conditions in accessible locations.
I 2.4 DISCONNECTS
I A. General: All disconnects shall be heavy duty, horsepower rated, quick-make, quick-break, approvedr ::ffi1JilftE:T:;:::ifixir,:f'ffi'#il:il'finlHTn::ii:1"":il.*"J'i#l
installed.
I B. Disconnect Switches: General Electric Type TH or equal of other acceptable manufacturer.
I C. Thetmal Overload Switches: General Elecric Type CR l0l orequal ofother acceptable manufaclurer.
2.5 WIRING DEVICES
A. Lighting - Control Switches:I
I
I
Basic Electrical Materials and Methods 16050-3
I
Antler Condominium Addition
I
I
I
I
I
I
I
I
I
I
I
I
I
t
I
I
I
2.
3.
4.
).
B.
2.7
Lighting Switches - Specification grade with ivory colored toggles. Wiring connechon ro
device shalf be via screw terminals. Ratcd for 1201277 volt operation with conao ratings
suitable for the load controlled. Minimum amperage rating - 20 ampercs.
B.Receptacles:
l.Duplcx Rcccptacles - Spccification grade with ivory color. Wiring connections to device
shall be via scrcw terminals. Voltage and contact rating shall be as rcquired by NEC for load
served.
Special Purposc Receptaclcs - Provide wherc sho*n on the Drawings. Rccepacles shall be
spccification gnde, standard color, and of the appropriatc code and NEMA configuration
to match thc supply circuit and load involved. Proper grounding shall bc provided through
receptaclc for equipment.
Applicafion:
The following list indicates the D?cs of devices to be used for the application described.
Catalog numbers indicated are Hubbcll cxcept as noted. See Article 1.02 of this Section for
other acceptable manufacorcrs.
Switches:Lighting - 20 ampcre Scries l22ll
Recepucles: 20A-3W goundcd duplex l25V Model 5352-l
20A-3W groundcd singlc l20V Modcl 5361-l
Ground fault intcmrptcr GF-5362-l
W.P. lift lid duplex WDL Opcn
Floor Recepracles - Provide flush floor outlets in location as indicated on the Drawings as
manufacturcd by Srcel City or approved cqual.
Device Cover Plates - Covct plate shall be .040" thick white finish, unless specifically noted
on Drawings. Surface outlets shall bc beveled edges.
2.6 HANGERS AND SUPPORTS
Provide supports and hangers as nsccsary and as required for a good and substantial installation.
Support raceways, fixtures, cabinets, bores, ac., on approved types of trapeze hangers or wall
brackes as manufactur€d by Unistut, Kindorf, or Binkley. Provide stel hanger rods securely
fastened to or thmugh the building struchre for all trapezes, etc. Do not suspend from mechanical
piping or ductwork or from ceilings suspcnsion wires. Pedorated plumber's straps or wire will not be
permitted.
Obain the Architect'VEnginee/s approval for the usc ofpowder actuated fasteners and use only in
locations as directed.
A. Provide sizes, classes, and tlpes of fuscs as indicated for all fused safery- switches. Veriff actual load
current of all motors prior to ordering fuscs and provide fuses of sizes as recommended by the
manufacturer. Gancrally, motor fuscs shall bc ofthe dual elanent type and shall be set at 100% of full
Antler Condominium Addition
I
I
Basic Electrical Materials and Methods r60504
B.
c.
3.2
J.J
I
I
I
I
I
I
I
I
t
I
I
t
I
I
I
I
I
I
t
load arnps, ot l25Yo where required for heavy duty usage or high ambient temperaores.' Fuses shall
be of the prop€r voltage rating to match the circuit characteristics. Fuse types indicated on the
Drawings are those ofBussman Company.
PART3. EXECLTNON
3.I EXCAVATION AND BACKFILL
Be responsible for all trcnching and backfilling in connection with the electrical work. Backfill and
cornpact earth in accordance with the requircrnants ofSection 022 l9 - Excavation, Grading and Backfi ll.
Burial depths shall be as follows (all references arc to final finished grade):
Secondary conductors - 30"
Lay all raceways on solid earth. Remove all rocks and stones from bonom of trench and from backfill
material.
D. When trenching is done through spccially reated arcas, such as paving, blacktop, etc., tre responsible
for restoring lhe surface to is original condition, and in a manner approved by the Architect/Engineer.
Repair any trenches where settlernenl occurs, and reslore the surface for the period ofone year after
the date of Notice ofAcceptance.
E. Do not place backfill over any raceway until observed by Architect/Engineer.
F. Verifo locations of all existing and/or new underground utilities prior to trenching and, if damaged by
this Contractor, rcplace immediately in a manner acceptable to the Architect/Engineer at no increase
to the Contract Sum.
CUTTING AND PATCHING
A. The Contrrctor shall be responsible for all cutting and patching necessary for the completion ofthe
work under this Division. The Division l6 Contractor shall coordinale and supervise all the cutting
and patching requircd. Do not cut without the approval of the Architec/Engineer as to location,
method and exient ofthe cutting.
B. Patching in wery instance consists of completing the work to match and blend in with adjoining
existing work insofar as methods, materials, colors and workmanship arc concemed. Patches which
are clearly obvious on completion will be rcjected and shall be redone at no increase to the Contract
sum.
C. Execute patching in full compliance with the provision of the Specifications relating to the t)?e of
work involved by crafumen qualified and skilled in the particular type of work involved.
D. All costs of cutting and/or patching caused by improper coordination by the Division I 6 Connactor
shall be paid for by him.
SLEEVES
A. Wlere raceways pass through concrete construction, install sleeves accurately set in place.
Basic Electrical Materials and Methods 16050-5 Antler Condominium Addition
t
I
I
I
I
I
I
I
I
T
I
I
I
I
I
T
t
I
3.4
3.5
B. Have a man present during the placing of concrete to ensurc the location of sleeves are not disturffi
during concrete placemert.
C. All sleeves through conoete floors shall be pipc sleeves with the top of sleeves a minimum of l/2"
above finished floor surface. No sleeve shall be utilized for more than one pipe. Blockouts for multiple
pipes or individual pipes will be allowed.
MCEWAY PENETRATIONS
A. Where horizontal racewap pass through walls and vertical raceways pass through floors, seal off
void between opening and mceway with flame seal putty.
RACEWAY INSTALLATION
Raceways
l. Provide completc nrceway systems for all conductors. Whcre sizes are not specifically
indicated, provide sizes rcquired by function and NEC. Raceways systems shall be required
for all low voltage wiring including telephonc.
2. Install all conduit runs concealcd except at surface cabinets, in mechanical equipment rooms,
or except whete specifically indicated or authorized by thc Architect/Engineer.
3. Route all conduits eithcr parallel or pcrpendicular to walls and stnrctural mernbcrs, always
avoiding proximity to soutces of heat such as flues, hot waterlines, etc. Runs which are
buried in the floor slab or undergtound may be nm indirect (angular) to fullest practical
extent. L(rcate racelvays so ari not to endanger the strsngth of any structural members. All
runs pertine-nt to the building stntctural s)Et€m shall be installcd only when and in a manner
as approved by Architect/Engineer.
4. Actual conduit runs arc not necessarily indicatcd, bul are to be installed in the most feasible
manner compatible wirh building construction and work of thc other trades. Outlets shown
connected togethet shall be wired on the same circuit.
5. Maximum sizc conduit allowed in floor slabs abovc gradc shall be l" unless permission is
obtained from the Architcct/Engineet.
6. Minimum conduit sizc in floor slabs on grade is 3/4".
7. Make all bands using an approved bcnding tool. Cut all conduir square and ream all cuts
to rernove buns. Exercisc all necessary precaution during the construction period to prevent
enlry or accumulation of moisture, dust, concrele, and all forcign matter into the raceway
system. Clean and dry all raceways prior to pulling conductors.
8. Flash and counterflash all raceways which penetrate thereof. Insure that penetration is
. completely waterproof. All raceway systems exposed lo the weather shall be waterproof.
9. Provide and sparc 3/4" conduit for each four unused poles in all flush mounted panelboards;
extend from panelboard to an accessible point beyond the arca of finish wall or ceiling
construction and cap.
Basic Electrical Materials and Methods 16050-6 Antler Condominium Addition
10.
B.
A,
B.
5- t
I
I
I
I
I
I
I
I
t
t
I
I
I
I
I
I
I
T
t
tl
Secure all raceway systems to building structure in a rigid and secure manner ushg approved
type fastenen such as Caddy Clips or similar type by olher manufacturen. The use of wrre,
plumber's strap, etc., will not be permitted. Locations and spacing of fasteners shall be as
required by the NEC. Do not secure raceways to ceiling suspension wircs.
Rigid galvanized conduits in or under slab on grade shall be PVC coated or protected with
asphaltum.
Fittings:
l. Use approved type couplings and connectors in all conduit runs, and make all joints tight.
Provide insulated bushings for all terminations in pipe sizes l-1/4" and larger. Provide all
steel cornpression gland couplings for all EMT conduits. Provide expansion fittings and
bonding conduclors for all runs which cross building expansion joints. Provide waterproof
fittings for all runs in wet locations, such as exposed to wealher, buried in slabs, etc.
2. Provide seal-off fittings where conduits enter or leave a hazardous wiring arca or areas of
widely diflerent temperature and./or humidity.
3.6 WIRE AND CABLE INSTALLATION
Provide a complete system of conductors for all raceway systems unless otherwise indicated.
Conductors shall be of sizes and types indicated and required by NEC. For specific uses where'
quantities of conductors are not specifically indicated for a raceway, provide number required to
mainrain control, function and number of circuits indicated.
Color code all conductors on a uniform basis throughout the Project.
Conductors shall be continuous fiom outlet to outlet orjunction boxes. Hold splices to aminimum.
Where necessary, splice in readily accessible pull box, junction box, or outlet box. The insulation
value of the joint shall equal that of the conductor. Make splices and connection in an approved
manner.
D. Make connections for conductors #8 AWG and smaller with wirc nuts. Make connections for
conductors larger than #8 AWG with correctly sized solderless connectors or lugs.
E. Install wiring in the raceway systems only after the conduit run has been completed and after such
time as the conduits have beea thoroughly cleaned and dried.
BOX INSTALLATION
General:
l. Install all outlets in a secure and substantial manner and locate to be compatible with space
construction and equipment requirernents, and with the work of other trades. Verifo final
outlet locations with Architect/Enginea prior to installation. Install all outlets plumb and in' accessible locations. Install flush outlets with front of box or ring flush with the finished
surrounding surface. Install all outlets flush unless used in conjunction with exposed
conduit systan or unless otherwise indicated. If outlets are not installed plumb, flush or
approvcd locations, rclocate or reset and refinish at no increase to the Contract Sum. Locate
tile boxes in masonry to match brick or block coursing. All dimensions for mounting heighs
Basic Electrical Materials and Methods 16050-7 Antler Condominium Addition
I
I
T
I
I
I
I
I
I
I
I
I
I
I
I
T
I
B.
c.
D.
E.
B.
c.
D.
3.8
ofoutles are given to certer line ofbox unless otherwisc noted.
Lighting Outles:
l. Install flush wall or ceiling outlets to accommodarc br?c of fixturc to be installed. Provide
3/8" no-bolr srud in outlets as rcquired.
Switch Outlets:
I . Install 48" above floor on latch sidc of door. Vcrifo door swing prior to installation. Use
gang boxcs for multiple device installation as required.
Recepaclc Ortlets:
I . Install +l2" above floor in all ganeral locations; insall. at switch height where shown to be
combination. Rough-in ourlc6 for clectric water coolers so as to be concealed behind unit.
accessiblc, and in accordmcc with recommendations of equipment suppliers. Other
mounting heights to be as indicated on the Drawings.
Back-to-Back:
l. Outlets shown on Drawings "back-to-back" are to bc installed with a minimum of 12" lateral
separation between outlets and shall bc offsct one stud space for minimum sound
fansmissions. Through-the-wall type boxes arc not permitted.
F. Abovc Countefl
l. Install 6" to ccnter line above lop of countcr or backsplash (whichever is higher) as shown
on the Drawings. Orienr plaster rings io allow receptacl* to be installcd horizonally.
DISCONNECT INSTALLATION
General:
l. Insall whcre shown on and rcburicd by NEC. Install within sight of motor. Do not install
thermal overload switches on roof or where exposcd to srm.
Disconnect Swirchcs - Non-Fused:
l. Providc all motors other than | 20 volt which are not protected by time delay fuscs installed
in a panelboard or switchboard. Provide for othcr iterns ofequipment per NEC.
Disconnect Switches - Fused:
| . Provide for alt motors other than 120 volt which arc protected by circuit breakers installed in
a panelboard.
Thermal Overload:
l. Provide forall l20V rated motors. Provide wirh suirable cnclosurc. Providc all appropriate
size and rating for the rnotor current, complete with overload elemens sized per manufacturcr.
Antler Condominium Addition
I
I
Basic Electrical Materials and Methods r 6050-8
3.9
3.l0
3.1I
I
I
I
I
T
I
I
I
I
I
t
I
I
I
I
t
I
I
I
WIRING DEVICE INSTALLATION
A. Switches:
l. Install switches square and true to building surfaces. Install in locations shown on the
Drawings. Mounting height shall be 48" above floor unless noted othenvise.
B. Receptacles:
L lnstall rccepaclcs square and true to building surfaces. Install in locations shown on the
Drawings. Mount devices horizontally + 12" above floor unless otherwise indicated hetein
or on the Drawings. Receptacles shown above counter shall be mounted horizonally +6"
above countfi or backsplash. U.O.N. receptacles installed in brick or masonry wall shall be
horizontal. Weatherproof receptacles shall be installed horizontally.
C. Special Purpose Receptacles:
I . Mount rcceptacles used to feed special items of equipment such as ranges, dq,ers, etc., at
heighs suitable for equipmant connection.
D. Floor Recepacles:
l. Install floor rcceptacles so cover plates are flush with top of finished floor. Use appropriate
finish rings for type of floor covering involved. Provide carpa flanges where requircd.
E. Device Covcr Plates:
I . Install device cover plates fot all devices. Install oversized or mistake plates for any outlet
where standard sized platc will not covcr rough-in opening. Use ganged plates for
combination devices, multiple device installation as rcquired. Install bushed plates with hole
sized to accommodate cablc to bc installed for all telephone outlets or olher intercom devices.
F. Blank Cover Plates:
l. Provide blank cover plarc.s for all unused outlets.
EQUIPMENT CONNECTIONS
A. Provide rough-in and connections for the various and miscellaneous items ofequipmant. Confirm with
suppliers all rough-in data such as elecrical characteristics, dimensions, locations. etc., prior to
installation.
MECHANICAL WIRING AND CONNECTIONS
A. Work by Division 15 Contracton
l. Provide all motors and heating equipment included under Division 15. Fumish all control
devices which directly handle the full load cunent ofthe motor or heating equipment.
2. Provide all conEol wiring which does not directly control the full load motor or heating
Basic Electrical Materials and Methods 16050-9 Antler Condominium Addition
equrpment cunslt.
3. Fumish idcntification signs for electrical componerB of mechanical system. Fan shutdown
wiring rcquired by smoke detection system.
Work by Dvision l6 Contracton
l. Provide all powct fccders and final conncct to all motors and electric heating equipme-nt
fumishcd undcr Division 15.
2. Insall and wire through all connol dcviccs which dircctly handlc full load motor or electric
equipnrcnt cunen! such as magnetic surtcrs, line voltagc thermostats, P.E. switches, etc.,
which arc fumishcd by thc Division 16 Contractor. Locate whcre shown on the Electrical
Drawings.
3. Insall identification signs fumishcd undcr Division 15. Provide l20V outlet and dedicated
circuit for conrol voltage; locatc in cach mcchanical equipmenl room or area.
4. Provide disconnccts for all mechanical equipmcat.
5. Provide all power and conrrol wiring which directly handlcs full load cunent of motors or
electric hcating cquipmcnt.
END OF SECTION
I
I
T
I
I
I
I
I
I
t
t
I
I
I
I
I
I
I
t
Basic Electrical Materials and Methods 16050- r 0 Antlcr Condominium Addition
t
I
tr ffi,."
I
I
I
Sewice and Distribution
T
SECTION 16400
SERVICE AND DISTRIBLTTION
I A. Related Work Specified Elsewhere:
l. Basic Electrical Matetials and Methods: Section 16050 Shop Drawings and Product Data:
Section 0l3fi).
r B. Work Included:
I I . This Section describes those items related and requircd for the electrical serice and
I distribution system.
I t.2 QUALITY ASSURANCE
r A. Dstribution Equipment
I . General Electric
2. SquarcD
3. ITE
4. Cutler Hammer
I
I
PART 2. PRODUCTS
I 2.1 ELECTRICAL DISTRIBUTION APPARATUSI
I
t
I
T
A. Ptovide circuit enclosurc lo acconrmodate circuits. Dsconnect switches are to be NEMA 3, heavy
duty, sized as indicated on Drawings.
B. Branch Circuit Panelboards - Ganeral:
l. Provide branch circuit - distribution panelboards for all ganeral lighting and power circuits
where indicated. Panels shall be flush or surface mounte4 as indicarcd. Top ofpanel shall
be 6-0" above floor, or as dirccted by the Architect/Engineer.
2. Provide panels with main lugs only or with main breakers as indicated.
3. Where main breakers arc indicated they shall be factory mounted to the bus and shall be
located at top canter of panel. Back connected branch circuit breakers are not acceptable as
_ main breakers.
16400-l Antler Condominium Addition
Panels shall be of voltage, phase, number of wires, and with size of plated iluminum or
copper bus as indicated. Provide number and size of full-width, thermal-magnetic, bolted
breaker as indicated. All brcaken shall be quick-make, quick-brcak and shall have an
internal ripfree mechanism; two and three pole brcakcrs shall be internally "common trip"
and shall have a common operating handle. Provide flush, hinged, steel doors equipped wirh
master kepd locks. All panels shall havc a minimum width of 17". All panels shall have
ground busses. Panelboards shall be G.E. Typc NLAB or equal of other approved
murufacturer with circuit brcakes having a minimum l.C. rating of 10,000 arnps symmetrical
Lt l20l208 and | 4,0fi) amps symrnetrical at 2771480 vola.
PART 3 . HGCUTION
3.I SERVICE
A. Secondary Scrvice:
l. Secondary service shall be 120/208 volt, 3 phase,4 wire underground. Provide secondary
conduits, wirc, and all connections to switch gear and secondary sernice. Conduits shall be
galvanized ri gid stccl.
3.2 DISTRIBUTIONEQUIPMENT
A. Switchboards - Panelboards:
I. lnsall cquipment in accessiblc locations. Veriry that field dimensions provide clearances
around equipment in accordancc with NEC.
B. Balancing:
I . Thc entire clectrical s)lstem shall be load balanced to within l0olo per phase.
3.3 GROTJNDING
A. Ground the entirc electrical distribution sysiern, including all raceways, outlets, fixturcs, equipment,
etc., in full accord with the NEC. Bond neutral conductors and raceway s)6tems at the main servicc;
therr extcnd and connoct to continuous, metallic underground cold water piping supply system at the
point where it enters the building. Makc extcnsion with copper conductor housed in rigid steel
conduit both sized pcr NEC.
B. Make connection to thc water pipe with an approved clamp which will bond both the conduit and the
conductor to the water pipe, Provide copper groundingjumper around the water meter of same size
as main sewice ground. Also, provide driven ground rod or mds to properly ground the system per
NEC.
C. Pmvide separate grounding conductor, insulated greor, in all raceways or sections ofraceways which
contain non-metallic conduir.
D. Provide separate gmunding jumper, insulated grean, from the grounding screw of all rcceptacle
devices to the metallic box in which mountd. Jumper may attach to box with a separarc grounding
screw or clip device.
I
I
T
T
I
I
I
I
I
T
I
I
I
t
I
I
T
I
t
Service and Distribution 16400-2 Antler Condominium Addition
I
T E. Provide separate bonding conduc'tor, barc copper, for runs offlexible conduit where required by NEC.
I F. Provide scTararc grounding conductor, insulated green, in all nms to exlcrior lighting fixturcs.I
t
I
I
I
I
I
I
T
I
ENDOFSECTION
I
I
T
I
T
Service and Dstribution |640O3 Antler Condominium AdditionI
I
I
I
I
PART I.CENERAL
I l.r DESCRTPTTON
- A. Basic Matcrials and Merhods: Section 16050.rr B. Shop Drawings and Product Data: Section 01300.
I C. Wor& Included: This Section describes the equipmcnt and procedurcs rcquired for the exit, emergercy
I and normal lighting system.
t r.2 QUALITYASST RANCE
r A. Acccptablc Manufacturers:
sEcTtoN 16500
LIGHTING
l. Lighting fixtures as shown on Drawings or approved equal.
2. Ballasts - General Electric, Universal, Advance or approved equal.
3. Lamps - General Electric, Westinghouse, Sylvania or approved equal.
B. Rcquirernents of Regulatory Agancies:
I . Exit and emergancy lighting system - Comply with Article 700 of NEC as well as UBC, OSHA
and NFPA l0l Strndardg
2. Fixtures - All fixtur€s shall bear UL label for particular application.
I PART2-PRODUCTSI
2.1 FIXTI,JRES.LUMINAIRES
I A. Gcneral:
I
t
I
I
I
Lighting
t
I
t
I
T
l. All fixtures exposed to weather or cold lemperatures shall be weatherproof and suitable for
efficient opention at the temperaturc and conditions concemed. Slimline fixtures shall be430
ma. or as indicated; 40 watt fluorcscents shall be rapid start; 20 watt shall be trigger start.
Provide plaster frames or similar type devices compatible with ceiling constnrction for all
recessed fixtures. Connect recessed fixtures from a junction box above fte ceiling with
flexible conduit. The supply conductor to recessd fixtures shall be in accordance with the' manufactureds labcl or as specified whichever is more stringent.
2. Fixtures shall be as shown and specified on the drawings. All fixtures to be provided
prc-wired.
16500- l Antler Condominium Addition
B. Ballasts:
l. All ballasts shall be ETL-CBM certified Premium CIass P, UL approved, high power facror,
equipped with built-in auto-resctting overload and overhcat protective deviccs. Ballasts
shall be GE bonus line or approved equal.
C. Lamps:
l. Veriry larnp colors with Archilcct/Enginccr prior to ordering. All incandescent larnps shall
bc rarcd 125 volts. VeriS that specified larnps will coordinate wiih indicated firturcs.
D. Exterior Luminaires:
l. Provide cxterior wall and ground mountcd luminaires in locations as shown on the Drawings.
2. Provide scparate copper grounding conductors in all wiring runs to exterior fixtures. All
ballass for exterior luminaires shall be high power faaor, constart wattage ty?e.
3. Fixture lens shall be l00o/o virgin acrylic, minimum thickness . 125", lens shall have positive
latching and rerainct chain. Lcns shall be rcrnovablc wirhout disturbing fixture assembly.
2.2 EXIT LICHTINC SYSTEM
A. Provide complete systcrn as indicated on the Drawings.
PART 3 . EXECUTION
3.I FIXTURE TNSTALLATION
A. No field modification of fixtures will be allowcd. Install fixtures only after such time as all adjacent
T-bars have bcen insttlled and supported from thc supsrstructure at each corner of the fixturc.
Provide bar hangers supportd from and sccured to adjaccnt T-bars to support incandescent fixturcs.
Fixtures shall not be supported from ceiling pancls.
B. Install all cquipmant in a sccurc and substantial mrmer, and in full accord with manufacture/s
recommerdations, Provide all such miscellaneous installation equipment such as supports, hangcr,
yokes, flanges, etc., as is necessary.
C. Provide l-l/2" spaccr, finishe4 factory-approvcd t),?€, bctwccn tops of fluorescent fixtures and
combustible ceiling matcrials as rcquired by code. Provide foraiming of all adjustable lighting fixtures
as directed by the Architect/Engineer. Extcrior fixtur€s shall be adjusted at night.
D. All fixtures shall bc secured as indicated on the drawings and per OSHA rcquirernants.
E. lnstall surface or pardant mounled luminaires tnre and straight.
F. Securc all rccessed lighting cquipment to suspended ceiling tces with fastening devices as approved
by inspection authority. Provide all deuils.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Antler Condominium Addition
I
I
Lighting l6500-2
o
I 32 ExrrlrcHrrNc sysrEM
A. Locarc all exit lighs for maximum visibility.t
I
ENDoFsEcrroN
I
I
I
I
I
I
I
I
I
I
I
I
I
LichtinsI
I
1650G3 Antler Condominium Addition
_'
II
I a
| ),i. l,i Ii.{ FOLLOWING ORDER:
,'.,.MES 4OOO SS BACKFLOW
I{ISERMANIFOLD
IJPRINKLERIIEADS
I'IPE
I;ITTINGS
FI,ANGERS
680 W. LIONSHEAD
VAIL, CO.81657
H.:frt
Ames Silver Bullet: The Right Choice tor Today,
Tomorrow, and the'Zlst Cefiitury
It! i:r:,?.r,.ri0{i
' r./r rrr i1r ' , '/vc i{J/) series s tainless steel (lead free) construction.''t:ltr:th: tienirUt.
' Iitllt .r' , ,'.1!,;c inline, no specialtools.
' l1 / r, ,,,/ /()ls
, t': r)lt::;1,: i t::tr iritile check assembly for long term reliabilily,,,t't, :t.. i' .r),ll)lllly.
''r'rr1;r 1'', . :l l,t tspection port lor easy servicing..,\' ;,[ | i' ;.t,ti:i i'ted assembly.
, | )rttttrt.,, ..tt (t.rr ttain.
' il.,i.irrLi. ,.,'ii .,i,, applications.
' Ii|lttt:t i! '\,. '. :;1€f,
", ..1.i,i,,,,,;: !, ",1 i king pressure.
. l,r,,r,,', .,!. .,)}W_Way,
si,i rll.'lli:r,:;. i !ippfOVAlS*
'a hatlon uused by a crcss clnt), t
hl gh ha2ard appl icalion
fir,l lnstallation
: ., ne $O0ss sl'ould be in:;tai,: minimum clearance ol li' ttt t
ilil."/owest point ol lie assetrt/r/r
1*": tloor or gnde. The 4000s.. rt t
i;l'i., stailed hoizontally or verlir:,rlly i
Refer to local codes lor s1', t r '
-.. tion requiremgr?ls. Ihe assniri"
. ,, . be installed so the disch;rrr'
tively drained away.
0ll
' ,t t
,r Application
The furcs 4000ss provides t,r"'
Potabla water suPPlY li,,ii
-T ,t l,
ta
lc
t)l
FLUIO CONTROI- SYSIEMS
, i t', r n I approval agencies.
' s 4000ss - Weighls & Dimensions (inchx) !..:
r o l/q;
B n 0 E F H
l{el Wt. (lb.)
fltsallVdlds
NelW.lb.l.
r'o Ballthlvbs
t5'5 1/2.3 5/8.2 314',5',4"5.75#4*
10 3/4't6'51/2.3 5/8'2311'51t4'1Vt 6.75#{# -ri,"
t0 314.16 ttT 51/2.3 5/8'23t1'5112',4A+8#1#
r0 3/4-17 ttz 51/2 3y8"2 314 51lz'444 10.50#1#.
15 25 7"4'2 3t1'51t7 6llz 25.75#113fi# "1:
I
ll
4000ss Wr
:' !l 15 20tutndcrcpn)
I Physical Characteilstics
gzes-3/4', t', 1 l/4', I W',2'
Ralad working pressure - 175 psi
lenperature range - 37F - lltf' CottstructlonS00seriesslainles'.t'e'
Assenbly shall be ASSE 101.1 q,.t ,v,
. lorvcfllcal instellelions .i',, t.?
'' ,:i
'!rIt
Ettnrf
itz
ut0tr
tBl r,z "
?|| i-..:I
I lll I_:i
F IG i,:l ;r' l'i I:,itt l;r | ..- . -fr Ia t ".,i 25 30 CPM
S i'f-rp1'1,;r,.r,:o,i ! t,ttL ch gg1a',lltt (nciadl,tg shut.olt mtycs)
60 75 90 cPil
nor nCr(Apil)
| ^' ir.,.r;, f i .lrf ..t ,loV Chtt'f,;lmbthi f,tclu(ring shul.oll yalws)
90 GPM
60 00 .t 00 120 cPtlnoaf,icrcPn
fha t. backtlow preventdr shall conci .t ol
sprlng lwded caflrldge checA , r ,th a
. Specltlcatiolts
:
pendently
cally opented
tl
!t
l
de
,tli
lllt
tn,.ls
!s
ul
II
lt "o,: ,rb
N
.'ll r
P r I:. ll; tr, I
t 14 |
i] 'r I',i: r rr l-
I
0utl6t nslllent seal ball typa shul olt valws. ffis4 1:.'r r ' . I tl
bolh checls an opef i,tid lhc pnssun |n lhe are a b| t,', i 1 t I
called tho mns, ls ef l'est 2 PS,l lower lhen lhe Int c | 1 : r t r u,
fennttal pnssure nWintw ts closed durlng nonn,ti rr,'
''r S'ii.
ll cassatton ol noririllliy, oce ws, the dltlerenti;tr t,,, ., t
wlll automllcally.dbefl,and dlschargo to nnlntatn t! t, , u'
Pg I ow$ than thl Uilil P:nssun. Thl s act I on wi I I p, r ., t u l,
back slphonlge"tilfrilnOn. Atler the r0quircd tt,tt,'t-ti tl
ilshcd, the dilfefthllAlpnssun reltel valtn again r t,' ..
celly 0pentdd dlltorcntlel prcssure rellel valve Ior:,tc, bet
below the caflrldge bhdiks, Equlred lest cocks ant ',1, r'.t113
fha cartrldge checks lnclucle e sla/rrass stdel st)ti, ,: ,tnd ,
pet, rubbarlaceddlsclhda replecoebtd scat. fh{, t\,,,1\ shat '
tectured trcm 3(nslalilriss slael, leadheethrcu|h t 't. vate
a single acccss covet No speclal toots shatl be 15,1t, , r,t t61
The rellef valw shall be_ Conpact with a rolling dial:ii'ti:m a,
lng seals. lhd relldl nlw shall dlscharge in a 360 ,,,,
'Conlecl thg lrclory fof li6cltlc approvals
Dlmenslons arc gublecl to namlacLtrcls loleran, n , d
change wlthout noil&,'Wc eagume no rcsponsibit,tt l
ol wpterdcd itr virld d.ta,
'tp
tu
it,
tg
td
r. t8P,O. Box 1387
Dllynonlild H0!!!$ l0tbtbs ftctudtns shut.oil ntws)f
'locunmtcd
''.. )4
.. ti: :)It;.tl40l 14gS Tanforan Av€nue Woodland, CA95776 HX 916.666.3!tt I
Riser Mahifold
o Gommgrcial . NrPA 13 sysremso Fioor GOntrOl . Htsh Rtses. Residential ' NFpA 13D/13R
Man'rlact rre t by: Csntral Sgrinklor Comoanv451 IJorllr C.rnrron Avenus, Lansdale, pehnsytvanla 19446
[3illll,''l,,,
irr..r ,'r)lral Riser Manifold provides
all r.,f the accessory equipment for a
ri.1-.1 111 s single assembly. The
,' ,, r; rirility of lhe Riser Manilold in
,, ;i, ., nt configurations allows cost_
'e riser installation in commer-lA l3) systems, high rises. ,' :lr or control assemblies. and. ., i rr vstems (NFpA 13R/13D).
,.nds ol the 1" and 1 %"
' grooved ends of the 2"
r',,s allow for an easy
r i :,rr check or conlrol
I ir- ': '{.l'rsr,.e itf
',.1
(ledicaled flow
r)rlrlr'lt rk:t;rr r ':,,1 lor lhe manilolds has
llr:r'tt lrrstorl .irr(l l.isted lOr uSe in this
::[)or if i{; 1;or rl ir rr lyal jg1.1 by Underuriters
| ;1lr11r;1f 11y11r
'llri' 1..1;rrriiu i ir .'r i,c:; are painled fire
lrr,'1,,, 1r,\r.f, ' ' i, ring Cleafly
ir j:'r'iilrr'.r lb :i , ri rn aS well aS the
r,.,.1 iir: -l , rrii t .rti..i. thUS pfOViding
:1,r, ,.'i
',
,i,.li: r,t.
I rt i",1, , l,.t i :.r I i , l)eclors' lest valve,,. r|l,. I i.,,r-,t i i ri trim Valve afe
rr..ri, i i i i_i..ic, i .rr.r,t make the beSt', , ( i ..r,,ic, r' ,1 combinalions..r,','" .'r,,r,.,.,:.,,,f pipenipplesand
ii ,r rt:..;ili t(i t)r.'i(tirii;:l fOf leakage,
l|..l.rii'rir, n , ,:lirrl'tifidd With One
t;r)t1,rc|]io|ll l:ri1,, rr,11 fOf thg thfgadgd
v..-fcron:j (te ,,..11 f q one lake_out for all
rJr(rr)!.,11 t;i;.: , ,r'' tlrroUgh 6,'.
The Riser Manilold ls approt'6d
Inslallation ln elther the
the vertical posltion.
The optional relief valve
available for the requlred
such as NFPA 13 Section 3-1.2
requires relief valves on
syslems.
Biser Manifolds for use in Canada
are provided with a Waterflow
that has a Tamper Switch
inside for cover removal
l.P.S. Cutctoove Specs.: nWfrulG-hi
Take-oul Dimensions: See Flgures
Shipping Weight: See Figures
Mfgr. Source: Domestlc
Optional Accessorles: PrEssure,.
Relief Valve Kil, see page S:?
i'
Modefs: 13 (mmmerclal)
13O (resldentiel) or
13D/tsB (rest>tl|
styles: rhreade{ gl EggJFSizes: 1", 1Y2u, 2", 2y2', 3^, 4' &
rh'"
, ,
Approvals: U.L., U.L.C,, FM,i'.!
'M.E.A. (142-94
' l" Version is Not MEA,
Maximum Working Pressure: .li
Pressure tested al: 200 psl
Standard Finlsh: Flre
wlth
',',.Fi til$;
l,
j
Flgure 5
2"r21/2"r 3"r 4" & 6" Grooved CommerclalTrlm - Model 13
(For optional pressure rcllel valva, se€ Hgure 6)
{)
Rlsr',
'd
Manllor'
' Approximals lhread snoaoomanl.' 1 3" ls ths lake-out lor all sizas 2" through 6..
I I ri i'4r1le 17 & 18 used on Manifolds for use in' ..'., Unly.
r-rri
ble"
llr-l'tti,4
: t.,' '.;.:"i i'
; ;1 " r:.;, ,
i,,,,iIt.,...
I
'. r.; ril of Malerlal' 'r'ri ,.;ommerclal Rlser Manlfold
i )i !t:rlpllon
:, ' i,l Il()(Jy Groove x Groove
replacement
[]1 i-1 ' ti,
t1 \21
i lt
I rlr
tl
2l Li ,rrr(,rkl {lody Groove x Groov€
J r rrril.,l;t n(xry GiOOV€ X GIOOVo
4"'t 1nil,:l,t l-rody Groove X Groove
,i- l r.r,rlold U()dy Groovg x Groovo
2" .I | ,ilcL j l_lody Male X GTOOVojr()' Wirtt:rllow Swllch fVSC
I " I r: ll \,'.lvo (2' body) Fl01
r' , IJ ,it V;rlve (2%" & 3" tlody) F10'l
.-',,tt \,.rrve (4" & 6"body) Fl0i
r" lrr. 1v,nlry5 -[ss[ Q Drain (2" body) F202,, I iI ,lors Tesl & Draln
I Lndy) F202
''r .tors Tesl & Drain
' body) F202
, , r Gl;,r;s (2" bordy)
tlrl ass (2'16" & 3" body)
'rI a -s (4" & 6i body)
rl
2n,'2W"!"
It! & Dlmgnllons of I r ir n
Grooved Commerclal Rlr
,ffi1 Tta'c D
5t/2"
61/i
6%"
834"
Y /r
(tb
14
2A
ZJ
3,,
t
2{
2%"
3"
4',.
6'
eh,
th,
7/r'
4tA',
5%"
13V2"
143/i',
151/2"
1gth"
20%
Grooved Commerclal Trlm -Model 13
Optlonal Valve Acceseory
Abovs klt can b€ Installed on all slzes of grooved bodies.
Valve ls lactory'sat at i75 psl (non-adjustable).
Note: lf opllonal preseure rellef ls desired f61 fi1l11;, r ' 1n1i
3, outl€l on rlser muel be provided.
Detall
No.
No.
Req'd
rPa
Number
1
2
3
4
Fltttng
Reliel Valve
(u.1., F.M.)rli h" TuHng
t:Bushlnq
2
1
1
1
I g8-068-02
198-066-00
198- 143-0(,
6l l-8oo-,1
Above k[ cdn [b n"tlil]a on
"tt
aterflow Switch Typlcal Electrlct!,Connecilons;;;i';ffi;
oo.iiiiGi'7 c.oseoH
-Q-lJ
n*"u
SIGNALING DEVICE
TYP|cAL SWITCH ACTION
opEr{ or,t \<r-- tcrose otALARM f . ALARM
LOCAL BEI,L
TFANSFOFMER OF
BATIENY POWEFED
END OF
LINE
FESISTOR
TO ADDI
DEVEES
OR RETURN
lo cot'trRo[
FROI,I
coNrRot
PANEL
, oPENCI,I.ALANM ''0to0E oN
"AunM
ror supervised circuils, ses ,Switch Termlnal Connocliors. anO cauton nole ijov4.lused to.operats a conhalstalion, Fopdstary or rsfllor'o slgnallng untt, wHle 0i6 othell;rnnrrrrcialot.
' q lr,n ,requency ol tos ng lor the Model VSR-SF and lG esrodafrO orotocWe nNf.t'A Slandards and/or the Aulhority Havlng Judsdlc on, but urdsr no drcUr
odol \4SR-SF hEr two onitcher;. r
b Used b operate a local atr(r h"
t ShdJd bc In eccordance wirr' rl
than Unbnlhly.
r ' ',!. !- :r.p.O.T. (Form C)
'.r']ti' r{'1 nA NG: SA@t2SVAC
2.5A @ 3oV OC
Flgure 9 .
Potter Tamper Swltch Typlcal Electrlcal'Gonnecilon
:koco'
INSTALLATION FOR MODEtTS VSF.F, VgR.CF. AND V8F€F
Flemovs the one rolard ass6mbly mound.ro tcrcw. plsca'lha rwltch rurmbly ovaf tha
rslard a88€mbly moun ng_tgb. Raplaca lho lcra1f,,
_,$r
@NTACTS SHOWN WITH
, I @VER IN PLACE.
(ENo OF Lr.r€ hE$sron)
cKr. (8EE NOlq
OPEN ON V CLOSE O'{
ffi,&
n nsta,,ation H fif,1ilri,,;flffi#q,*ffi :^
The Biser Manirord is approved ror when pracins an order, indicare the 9_Tti1L9_ryl"fPl..:1".:.:.lldl11!:.
{
| | il,,'i'l' ,,).ll ' ,\,uthotily HAVing
,'11r,1:,1i, i ,.;11'171 , ,vg additiOnal, )rtrlritlr ,r,: ;t,li .,tUifements fof
t I t i I I t t I r r t r ; t I r . , -. . l, .lirrg, and inSpeCtiOn
llt;r I trtrt:,1 i,t,'ri ied
For pressure reliel accessory klt use
part number 4063.
EENTRAL
-
Central Sprlnkler Company
451 North Cannon Avsnuo, Lansdalo, PA .|944{l
PHONE (215) 382_0700
FAX (215) 362_5A85 -
a
installalion in either the horizonlal or lull product name. please speclfy the tlon centers. You may write dlrectlv
rhe verricar poslion. quanrity, modet, sryte, and stze. 99?*1 tg:'lf!t^99lt"nvl^o, "inMechanicar-qroovedcouorinos -,*..(2i9)362-0T00forlhedistrlbutor
Installation seqllellce musl be oro"rlo'."rp'Jrit"rii]"'"" .'ffi.fd1liest you.
I'' Guaranlee: Central Sprinkler
Step1.|nstal|tlremanifo|dbodywithGompanywi||repait.and/o|I!P$ce
Slze Model
Part
Numbel
1"
1"
11/z^
t/2
1%"
1%"
1Yz"
11/2"
11/;',
11/2"
2"
2"
2"
2Vz"
2t/2"
3"
4"
4"
6'
6"
13D,FxF(UL,FM)
13D,FxF(ULC)
13,MxF(UL,FM)
13,MxF(ULC)
13,MxM(UL,FM)
13,MxM(ULC)
13D/13RMxF(UL,FM)
l3D/13RMxF(ULC)
13D/13R,MxM(UL,FM)
13D/l3R,MxM(ULC)
l3D/13R,cxc(UL,FM)
13D/13R,cxG(ULC)
13,GxG(UL,FM)
13,GxG(ULC)
13D/13R,Mxc(UL,FM)
13D/13R,Mxc(ULC)
'l3,GxG(UL,FM) l
13,cxG(ULC) i:..
13,GxG(UL,FM)
13,GxG(ULC)
13,GxG(UL,FM)
13,GxG(ULC)
13,GxG(UL,FM)
13,cxG(ULC)
4067 w
4085 .
4055 ii
4086
40561'
4087 i .
4057 i|
4088
&581.+
4089
4059
4093
4060
4090,,,.
4o8f:t;
40e4'fr
4061'4!
ti.
409.|
4062
4092
4065
4095
loo6 l'
4oqg il,
:' l;;"ll#ffiilI;l;il,'' lffi'l'l[:i:f:,'nr,
Jrt'l)J rracetlresysteminservice lt':'' | 13D/l3R'MxM(UL'FM) | aoss$l$tpound=0'4536kg
the irov, ;rrrow porrrtins in rhe ' I stze I r,tooet
I
Nirilder | 1v.fl:9::f]3-r:1j:j:_d.:l?!ty" l"
downs|r,aml)osilionisingthreadedmatet|a|orworkmanship.with|ni
conne(t,,,1sanrJ rr Listedmechanical | .,,, I ;;;':-:);;^,'" | ,:". I perioOof oneyearlromthedateof
q,n,,.,'r .ur,'irr; l;,," ljI".,'..;'',,'Iili, l::::,l.sh,tp19n!.Pleasereferlothecurrenl| 1y{ | 13, M x F (UL,FM) I 40SS}i l.prlce ltst lorfurtherdetaits ol the
sr.l, )r',re lredrainline. ltv1-^ | 13'MxF(ULC) | loae lwarran$'i i rr atveisintnlctosed Itv; | 13,MxM(uL,FM) | +oset'l Palents: Patentsarependlng.
I vhnre 6pprspriate, the 1 tv; I 13, M x M (ULC) | aoaz 1.... ,sf Valve is in lhe ,drain,, |,,n" I jjD/i3n'"prr rr rl,. | ,n",..-..1. Converslon lable:
. . ..?ailsupptyvatvesopen. llvf | 13D/13R,MxM(ULC) 1408e llfoolpou_nd_=_l .356Nm
lz" I tsortsn,cxc(uL,FM) I 4ose | 1p's.|.=6.895Kpa
i'r()tl:\'r'treninstallngthreaded lz" lrsolrsn,GxG(uLC) l+osg | =0.0689bar
r,.-rilir-.ir;seanon-hardenlngplpe lr" Its.c"caUL.FMl Ian.n | ..^ =0.0703k9/crrr''l U.S. gallon = 3.785 rlrrr
= 3'7BI lit.'t '
'.i.i;t .l | ;t, r, I accessories
,, .. ,, I ,, i , oLrtlined in
:;;tble and
tr$ff f-ffi#'ance lirl]igifiif"t'* |' llli[l
c'nvers'ns a e a,
rr.l,lr1,.,,
,.,1,.11
l, ).,' r '' , i '(
, |1rr1' ,rr,lgi,
, . r r I I r | | | : ) I I . r r.
, t,' The owner is
: riir r 'er Operaling
' ')ction devices
i,^ NFPA' ,tspection,' ,: ,tce of Waler-
' i 'S/slemslro rrrd minimum
j: | 'arnenls.
\ I 'rli
Mode! LF
3.5 K-Factor - Fast Response
Horizontal Sldewall & Horlzontal Recessed Sldewall
Glass Bulb Automatlc Sprlnkler
Conlral Srtr inkler Comoanv
4 ', 1 Nt' rlt r;annon Avdnu6-
Lorn'FIow Residential GENTRAL
Lansdale, Pennsylvania 19446r,-l: (215) 362-0700 / Fax:l5! 362-5385 / www.Ir-
nP!/ Product ffiW'*''n'w',- ii
h$fDescription W
I rr Central Model LF,3.5 K-Factor
'' . /r' .rliat Ilorizontal Sidewall g
{ I e es: ed I lorizontal Sirjewall Sp.inkl€rs; ' r,e( orat .,e glass bub sprinklers. rrv'd f' use in residenlial omnan-
such ;r , lromes, aparlm€nts,' ritories. and hotels.
, are to t)e used in wel plpe resklenfal
,klc" sy:.tcms lor ono- ard t$,cfamily
;rn, s : rrr I mobile homes per NFpA
.t I Ln residential sprinklert
' '
rsidential ocdjpancies try to
r tour stories in height per' ,', wet pip€ sprinkler systems
' , rs, , .r)tial porlions ol any ocd.t-'rerllPA13.
ir, t I ntt;r' tr4odel LF Residential
, I r:,:,. tai ,: r' .. ,l| .o, tlec€ssed Horizon-
1, ' r,l,wir 'i rrrl.lers have a 3.5 K-fac,lor. ,'lr,r,). .,'.. l, rW design flOW ralesrl ' rt, 'yJ , :rlual prcssures, enabfirg' ,t, t'il i.:':s arrrJ waler supply
I I 1r.s s5 . !or,,ion ol the Mod€l LFIi ;!jo,lli,' I.i7'rrlal Si(furyvallSpdnkler b,l,i ,ritr, ll,. ,,rrli;ir.!l tlte Modd LF
r t,.r,-.rf r tt r,.w;lrl Sprinkler in @mbina-
rr .r , \'"rl r il , r,1 , 1 '1 rltl HeS/QR R€.
teconlrlndadons ol NFPA 1glSD,orNFPABnhdEMd
andlflon conault tlp '/utlfrr/fr!
The otmrr ls rtsiaornlble foe rM
Th€ lilodel t.F Hodzontar : .1. rll an
Recocs€d Horizontal Sidp , i a r I pdnk t
ato Ul- GUL t"bt€d 6ni tulf :r'' ,ppnr
furt,8ohaccodanoewilttl r,, lt I\",:
fOrtrSg On wr,l 1,i;v, r,riri I
8!Ftoms, Thesa spdrrklsrr, lr;'.' 5
Invesdgaled lor use unr Jer s,r ' "rlh ri
haizorilal ceilings willt sk rt 'r::. r 'p lr
Indtes p€r tool, at spar:inr1,r r,1 . lo , rl
by 18 feet, using lh€ desiqn rlr lyir . n, rt5
I. : lcrnd h TaHe 1. These sprir,! rer-. ra
abo be€n Inv€sfgaled lor rs', r rxj r
*mfi fral sloping oeilrltrs w' lr sls .' t,
lo 8 hdes per foot, El <pa,:iv,,; ; st
b€ilby 15bot ushg llx' rr,'c r r
togttl€rnenb toutd h I al'l,.' rs wr i
fnd@celllrg'$pn':ill A1 , licali
DedgrtOltsda'fril6lirr I,rr" 1.
"rtt!F'Flt--
-F
$Driz. Sid.l't,.'- !.
Recess.'"' i;
oriz. Sideural t
f,rinklersL^^-!--- BE$ICWY
N1q:rgf -sy6_EirE
-JUflIen;l
#
'," rr,,,ssembly. The
', 'rr r;f llre Central Model LF
r :q r . -s./tf,Fl Recessed
rr)\, ( i(.)s rrp lo gA indt (9.s
ir, r:. !',.i rd frcm lhg flUSh'.. ', rsilion.: ; bulb contalns a fuid' ,,'.",' exposed lo hsal.
', i i, ,,tralure is readtd,| 1i'ciently to shan€r ther' :, . r allows the spdnkler. ../at€r,
lng thelr f,n pffion tr!/06,'', '',ddev/[.€6lnWproqdngdffi$.
fhe tns|crillng @tffiw q tprrtil&r
manulachtnq ttlottE b cpttffi
rclatlwto anyqtatlo'[',
Technjcal
Data
Sprlnkler ldenilfica0on l{rnbot ',
stN cr396
1 75 psi (12.1 bar) .{* , I
Plpe Thread Connoc{ort
1l2 indr NPT
Dlscharga Coefficlent
K = 3.5 GPirlFsltz (50.4 LPiJtbart2)
Temoerafuie Railnor ' r'T€mperaturr Retlng!
155"F68"Cor175'F179"C .,. ;.
Flnlshes
Sprinkler: Whlt€ Pob€ster,
Plated, or Natural Biass
Recessed Esorkfpon: Whlte Coated,
*;Risidential
r,.i ._ (r!
| -. r,:t i i..1r
I rll( I ti;('' iti lr )i
I r r r:'r, lal
','. . lr' rl).
lr lr' : o..
ii.r\ilNflVGS
!t::. i i !t. ....t ,il Hqlzonhl Sld€/wsilt
_,tl i rl.lr.r'-s ,,.s,t tlled lweln mu9d be
ir r':,','i'-,J '. :,i ,t!:intelned ln @mptlAne
witlt tltis rt.:,.rir.rrcnt, ag vyell as utlfn the;tl,t,tic; itlt' , t;trtrl';16" 4 * NaAo/lE,li;t,' :', tt',.::,,,t Assoclauon,ln addfun
tD llv' tar-i:4nls ol any ollret aulffi
Irt,". lri,,,itr,, ;ttrisdlcdon. Fallut? to do *
Design
Griteria (Gonr.)
Thrr Reces ,ed Horizontal Sldertall
Spr inklet s r r re only lbted wih f€ S€ri€s
GB Res./Ol I llecessed Esaldreon
lr s.,'mbty.
I ' ' nhrirnun I required skule ard rrulthle
snl |,kkrr llow rates lor systems designed
rr. r ri r_\ l,)tr orNFPA 13R o6.Dard€s
i,"r Uir'r n ir' I able 1. The sirqle sglnlder
llL .', r.rlg r... ',t rninimUm reqUlred,',' rrarge ftr)rn lhe nnsl hydraullcaly
alrnanding :;ingls spinkler and, tn
,le sprinkler flow rat€ ls ths mlnlmum
' r ed disr fiarge from eadr of the btal
vrr of 'l tesign spdnklers" as specified. '1 l3r)orNFPA13R.
' (T r rtative Intedm Arnrnerdm€nt).. . . r .ffr ,,ve date of May 22, 2O00
I r,. .. tital tt ,r minimum reqUir€d
, ii:,cr:,rr.le lft 'F eachof the "deslgn
-r',,t,t r^,ci r, ' ^,/stems d€slgfted lo NFPA
I l:' 'r Iixr lrialed bas€d On delfuerhg
:, f r,in',,,lin, . r. 11rr rJlrrsity ol0.t SFrVsq.rt t,Y ,., ,cir, lrxl lict.rt covefagg afeas
''tj, \','r ) 1 rc l. Corrsull lhe aUtMty
' ,rtr:t ti' lrr\tl d.t.rrding the
,t i ,ri, ;t:,, 'r, lti i I i,,\ lO thg CUn€nUy
:ri,lJr\iiJi \13
I'r ;i'l I I.i i/\)rlial l lOrizontralSld6 nll,: iil,,:, i!!,,,i.,,,rrlalSiderrnall':i ,iirl. r'j ' tl.r, irrstalled USirE tft€
. ! '|lr, r, ,'r ria fe,r extended @v€tagg
1 ,.! , i , I, rrnent editin Ol
tti, jJ
r.^rES
lir:.:ftint1ti : .^..!,,'trtfurSyg/F'n,
lirri:f rl./ f r,'l |l,. 1'1,:i-a7pgf 67pf Ingblled
I'i' riia. ::( . n;,nt.t,t and @nfleb,y
,.-.,'),j , ir tic spttnlder
.rv..r.,,,..J.. , ., i,t.tn AflOn p''oo6durlq.
t.: r( t j,. .||tr, ,,d..
i ".. I 1'r.'rr' r iD,'st r€SeCUtEdrn
tt<tsiliort lt' ,;tnlt lastenlng flE
!i't itIkl,.t !.) l','n t)iplng tO tE
.:l .!(.tut\t. t, ,lu' <t;dnklef lg flOl
lti t\a't tt !:.t |ned itt WStdOn, tffig4
t,,,.t,s ^c,,i,irq (tom spllnl&r
t-'i L't itl,'tt, ;,' id attq lE Orlenb/dpn ArM
il: litk t rt, tilnrllon pltem. fllF
s/)r irrlir'r r . !iche{,n @nnot DO utad
t,lrttd itt' ti'inklqln po6,lflon.
litrctal ar: t ia may applyr to lln
futslail;tliot, trirt usage Ol &It
sflnt/i 'r. t 'rrsequenf4r, lt lS
tt'!:t,\ry Et t' i,,d utal the grrlnl&t
<r.::trrn clc iqner rcvlew a'lddev@a
ri {:/ /(ir(r: ri 'etstan'iing of 0tc
r. rr,:r.!..... , 'or. .:ta4drr"fu,b
it,,ittif iq ti . , dt,,,, , , of he grylnlder
ln aonc httrra, iln
thls dolc;ulr,nelrd rrry conaaln
sryrllc5/font irtrtdr st mqe
sbhryantandwhldtafo
13D, |dFPA Bn, q E Ap aiffity'.
The Cenffal lilodel LF l"lo&onhlSHewal :
Sprinklers must be instal€d ln aocodarno
wih lhe follo'*irg InsmJcforB:
,,YOtEt. .. :: '-----rd{ {\ r, ..iri.
tumthciaililyArt}pa*,htut0xb.tubqffitfs6&ahsiof
hqn he A.tu. Wilt ilE sptlder ffi
lpttzothffi, a ffiall alr hffie wh st
W,ortMb&n&(dUONl
bfi;ffif futtg c€ilrpAml insialatbn
aifi6tdrrhg apdbadon ol tre flnlsh
coatru of h€ collingArrall. Place th"
s,a mcilvsCepbaldaH€
I b pf€\renl damage lo Ule
/cldqersiln notective {-a1' r,'
W; tE sYst€ttt is cci t,sir /r''r, i
'
.,r lS,l.'',uf
S&lftr'
5. Affer tp ceilingAp:tll lr l r '' , ',
I l€lrlo\r€ and diso;r' i ' r ,
Cq. lf tn SPrintrlP' i'35 t6i' ,
t€daco he €ntire lrtnir{, t
Do hot aflempl lo rnodifl rr
:. Pldechte C+or/erhe Recessed
StlFPoilqf andPUSh it sidewar'. r, ,t I
bo@ out agdnst lhe sprinkler r krllo l, rr.
NOrE
rdamqsd spdnkler.
,tPrstr tr arter dng ,rt tte
insbn$inkleir. lilglrr w Recessed Eeqjt*|€on over lhe lle
St/ppod Ct.P. ll thp rlece;-" Imaydbtortilleqflerr/r{frb
Wmtl€€/('IgBorhp€hnwttdt!€Esott*pon cannol be sngaged vril I
Alaaf.Ugltt12}ndlNFfldnMbMt+fua
ftrc.p.5bt9.01*n).Am
fr"M. (2u.5Nm)d rrquab
Inslalled In trle slderffal Fddod u,ltt
centedine of tre sprl*|ir $i$.q
qfiilder.
Step 1. Tho spt|ndor ftd grly tr,.,,
9ppott Cup or tn Reces,,,xJ Eg:r , , r
camd be ongag|od sjtficie,rllv lo''
$al, tr Spdnkhr Fittintl trtt,:t
BESIcwl
A\JATTTEind Racttred llorlzonlr'r'
ceilng and peryordorb b td lial:
top of the def,ecior ts to be podfonq,
towads he celllng
Table I - LF
Sldctdll
' Therc florr rnd pn trl|da lfl
+ Thc.c flou. and pr.t ura. do
'12'x 12'
7mx3,7m)
11CPil^8.o fol
(63.t Fn/ r.l
'14' x t4'
(1.gnx1,3mt
1,1OPlriUl6.0 psl
(53.rWtt.l
'16 r 16'13 dPi,uts.s p3l
+16'x 16'
tl6'x 18'
Kemxt.6mt
Sldewall Located it the Peak
. Locate sidewalle at the peak with theh defleclors parallpl.to
the slope. | ,
. Number ol heads lo be calculated shall conlorm to thi I
-------l-r- rrFl1ll -r--r--r L
D = MAXIMUM
SLOPE
8:12 (33.70)
tvl/ XIMUM B'-0" OPENING
AI I OWED IN PERIMETER WALLS
?:l \lA*'
D = MAXIMUM
SLOPE
8:12 (33.70)
,rA {tMr tt,,l
L1 I O\V; D
B'-O'OPENING
IN PERIMETER WALLS
' r,,,l,rl l.F Receseed Sldewalll:il'rt1r )(bottom view)3""-:.UoOel LF Sldewa | |
t--.-rr-----...rrl|||
.. \ \I I IEE| .--l-\ l: ,E
--L
Hi lsg&uI5titl| | \-----=-/ ll II-l_l I r-'-r ll'..\ffi--t..--- |_.t
loP or n,
i/t6' {tt,l rnml MAXE-|N
Z-lr? (83.6 mtn)
ELEVAnOa.I V|EW
t'lotd: Centtd'l llodd 66 or4Ol alc{lchsons Inav t),. . When Uriit ConHt tlodol 65 cslllns " . ' ' t
' . laoa $Sf bd!'ihc iionptkE rhould bo '/, ir ?
L1h$l uu'iY
A\JAII.ABLE
, r:T( ,l
I
i n ltrrf,
s,i'r'".r l[ lI ltrcup lt l, l'
, I r.-l.Zl6'l3l.tim)
I L- l ' I lrt t' (.c.otnd) ui
-
-'.-2.t/2. raa.Snmt-
'''lri i"') trffi:;:f
I
never be painted, plat€d, coat€d, or i Warranty: The manulacturer war.antsCare &
Maintenance
T're C.rnlral Model LF must b€ main-
l;rirred anrl serviced in accordance with
ll re lollowing instruclions:
,vorEs
t t pipe sprinkler systems musl be' ,rtt tin -d at a mlnlmum tempen-iti o c[ 4tt F/4"C to prevent heezlng
,:t' i ltur{;titrg of the plpe and/or.i"i inhlers.
/lLttotrretic sprlnklers are not to be
!, ..ted with e heal source. open on
ct tlrc heat responslve element (bulb)r:rn fesull-
4.')-serfce of an Esculcheon ptate may,..!ny the tinte to sprlnkler opentlon' . ,, lite:,iluallon,
't.,!'): i clt.eing a llre protectlon
: t ,rlanr n)i,'if f COntfOl ValVe lOr' 'r,r..,-. .,...,rk on lhe flre' ' . t-t: .. -'-!n whlch lt conarots,
otherwise altersd attor leavlng ths for a perlod ot ons y€ar from the iaie ol
factory. Modilied sprinklers must bs sale (warranly perlod) lhat lhe I
replaced. Sprinklerc that have b€en f,,produci(s) sold h€rounder are freb lrom
exposed to corrosive produc'ts of , defecls ln materlal and workmanihlo.
combustion, but have not operated,,^*ffiqu_r obllga on undsr thts wananti ii
should be completely cleaned by '/'ilfH;1r;;1i60 ,o repalr or replacement, di, at
)
wiping the sprinkler wllh a cloth or by our opllon, w€ will repay the
brushing it with a sofl bdstle brush. jitsHilgr.tfg product(s), ptus any Ir. lrrtrt o,Irvtl rrrtJU<r vtusttr
Care must be exercised to arrold ; -
damage - both before and after ffi case of replacement, we wlll pay lhe
inslallation. Sprinklers damaged byi.
dropping, slriking, wrench.lwlsV : ,..
slippage, or the like, must b€ ro- , 'l
placed. Also, replace arry
that has a ctacked bulb or that has ... li,t
losl liquid from lts buh (Ref. Instalh- I I
tion Section). lt ls recommended ttrai ' l
aulomatic sprinkler syslems bedutu tar|(j sPI|]tK|gr syslems o€
inspecled quarterly by a qualified ,i,
our opllon, we will repay the prlce pald
for the product(s), plus any lransporta-
tlon 6harge pald by the purchasei. In the
The Central Model LF must only be
replac€d w-ilh sidewatl spdnKerc . !.
Inspection SeMce.
which are listed lor resldential fire '.
proteclion service and whlch have lhe
sam€ nominal K-fac-tor, lhe same {1, I
THERE ARE NO OTHER WN l - , I ( )Ii
ORAL WARRANTIES. ALL I^,II'I 'I:I .
WAERANTIES OF ME nct | 4 t, t | ) tlt t I rY
AND FITNESS FOR t\ t-'\lt i" t rtt'
PURPOSE ARE LlMtI rt I li' i i |''
TION TO THE DUHA r tr ''"r '
LIMITEOWARRAN]\ : !
ABOVE.
:'t ..,. I
, .j :.
rilir'| iI't"., r"r
r;i, i, j:. ..
i ), t down the atlected. tent musl be
' lroper aulhorltles.
r: ntlro mAy be
"on must be
When remodellng, such as by addlng
false beams or light fbdur€s of
or the sprlnkler syslem to eult he ,
requiremenls 6f hls docriment.
I , ,:ji,.:d\
0rdeiing
product name. Please spedty thq
quantity, model, style, orlflce slzel-
coverag€ area, and lhe same or
flow ratings (as Indlcaled under.;i,'f The manufacluror does rrr-,1 0,. ny
"Design Criterla")olher obllgalion In conner lir " rl
of the producl(s) by ;ru, , r sl
Jhls warranly shall not ay'1'1,1y
lh in
ni ed. rli ed,
changing the locatlon of product(s), whlch have b"r:r'
walls, fkst verily lhal the new con-' vlolallon of wrltten Inslrur:l r.,
struction will not violata the .by lhe manufactursr, rep:rir 'l
., , ,,,-." .nrittklers wlthln
, ! valances.
' J !! ! : , .,: .r;;i i;ing trom ttt€
t t, i t( : r , ,n",' tlte Sprlnklerc Wlth/:/l!rt,f ]il(, ..tlllt. derergentg, emmo-
ittit .|l(,at't rrt trirls, Of Othef Cheml-,;itrc I,'r'r.. n tl,tsl,llnt, CObWebS,
.;r'l {)( 4.s. t\ccls, and larVae by
tJt'!tt!\ br,t :lting witlr e bather duster
rtr 11tyr:t11: t ,t'tnrtrrittg wlth a Boft!,t :llt tt ,'r' :i,uq) brUSh attt6h_
nt,',t1.
li ii)il, tl).
, ,. .. ,.. , .. . . ,.i ahdt autome c. t\' ')t. ,.. ,: he lnspected and. , ,'l .i'r, , ,,t it :r.ordance wlth the
: , r' ,,./ r' : , , tr;jt:SllOnS glVen ln
f,. I rr riir r illers musl nev€r bg
. r'r' I c , ..d whore lts temp€raturg. i,"(.'(' r rr.F/39"C and they must
'(,lt:r! I ...c,,,,r,or fconrrolI I gprlnkl.r
requirem€nls slated under WARN-mlsused or damaged, or r,,;
INGS. Altsr lh€ new construcllon
damages In conneclio|' wi'lr rr'
producl(s).
Informati slates do nol allor, liI
long an lmplied war rar)l . I
Orderlng Informatlon: When
excluglon or limitation (rf irlri I
placing an order, Indlcale the lull
c-ronsoqu€ntlal damages, s(] rl,'
't,
. I JO|J
')pr., to. i ;, t, !. s afety precau ons
.,;t i tnrage of hlghly
,., ri,.r lars. The rapld rdte
.t.t: te t and spread ol
t . ,..,ttsed by such
i , . ,:uce lhe ablllty of
/ ..r .r.m toaldlnlhe
: t , (. lt I whlch they arc
t€mperature rallng, type of flnlsh or,.THISWARRANIy GIVE:, \ O,I'
coaling, and sprinkler wrench.LEGAL nrcHTS, ^t.ti) |
to price lisl lor compl€lo llstlng of ;:.r ALSO HAVE OTHEB F.I,.:II r
Part Numbers.RY FROM STATE T(1 ,:!
^
Avallablllty end Scrvlcc: Central
tr. -
sq. ft. =lgpm=
I psl -
1 gpm/tt, =
Table:
0.304r,',
0.0gtr !,
3.785 lr"r
0'06no' t'
40.74 rtrrrt
ly
I
X]
sprinklers, valves, acc€ssorles, and
other products are avallable
lhroughout th€ U.S. and Canada,
and internationally, lhrough a
network of Central Sprlnkler
distribution csnlors. You may wrile
dir€ctly lo Central Sprlnkler Com-
pany, or call (215) 362-0700 for th€
distribulor nearest you.
Tellon ls a tradametk ol tlt,, I '
Prinlo,' i'
ti
1,,'I
SprinklerA
[Jnrigr11 or Pendent
,, \i.. [or. ratic Sprinkler
' ', trl1r J by: Cenkal Sprinkler Comoanv' : . r llr C;lnnon Av€nue, Lansdale, penniylvania 19446
$s il [[lll,'J,,on n HtX'''
1 t1rr. :'l i
''.' '!
J
,l;rt'
i:ii- -' )r il-
;,lr rr,'t '
.l! ,,.1,ri1r,
\,t$;
tral Model A Uprighl or
, rrnalic Sprinklers are
,,, ,, .Prinklgrs wlth a
|'.r! l hey incorporate a
r slrui rjesign,
^ , tD, inklefs afe
r, rslirllittron in accordance
il r)A 13 Standards.
i,r[rlc irr a wide variely of
tr'nrDeralure ra ngs,
I ron osion resistant
, n trrsible alloy is
i ''. ''4 cenler strut by a
ir: ri ll/fts1 the alloy
,ii ,i r''nperature, the ball' , ,' '.r the cenler strul,
: tclors and, , i ler. Unlike most
1ns, the alloy is
' , rspheric
';rl i:,.rrrl I affeCl itS prOper
'i r,; .1.;o less susceplible
rl r.,.rmag€ since there
li Lt clements,
',,onrl llre sprinkler frame.
Model: A '
Style: Uprlght or l"nd?[l*,*,
Orifice Slze K Faclonmerrc)'' !
lle' 1e.snm1 ' Z1 {i;1+ ;t1; ir;,
71rc" 1rr.t,rm1 42ta.el tl{ tilfr' tlz" 1tz.z rm1 5.6 fo.a, ,, th' ii6',1'le" fta.snvn) 7.8 ftt2.6r']jilllzi hhttln" 6e.srm1. 8.1 pnel::;1Al lp
' 2n N (t7.s bl /s/hu,. St6€,t €,el
pressrrres berbfl " 4; '! ' ' , Q; ]
a
Temp. Rating and Frame Arm
165'Fn4oC Uncolored
212'Fl100"C White
(375-75-SA), V.D.S., LPCB (sdii ,
tabular lnlormdtlon on Page 3.) , ;,,i,:
Plnlle: on defl,'' t'
r/16i,6n11 ' 'r
r/a"N.P I
Length: 2elra" c. ,' , plntle
Width: 1112" (1"' . ,
Wefght: 4.2 or ,' ,.',
or
(9.5mm, 1l () r,',
l3.5mm)
I
al
" ,7lru" , I
17lsz"
,Orificr.''
'Autoni,I c
''l r., ri'
250 pcl 1rrste4. U.lJl
1 75 psl 0 2. I bar) - 611 .1
agencies
Factory Hydro Test:
100% at 500 psl (s1,s beo
Standard Finishes: brass,
plated, painled
lirrr,
(chroma is not V.D.S, Appro:VE
and painted ls U.L. only.) iI
Coatlngs: wax, lead, or wax-ovei.lbad
No
l.ro
, dquiremont3 soe lh! lpproprlrtr, ' ,,,. , tin thls brochur€.
'I
Cross Section
Model "A" U hrs kler
Cross Secllon
--_l
Crnss 5g"11on
t,4ori.,l "A" Upright Sprlnkler(lir ''r!l orifice wlth Plntle)
I
i
I
*rlt
it.\lrl
ir
UnlversalWrench (Part
standard ar€e cov€rages and standard flow arr, I r,'..
requiremenli'a$ dpeclfled In cunent NFPA 13 ' ' ' ",
.,?a:"...-.'':'l;
Model "A" Pendent
l+| 314"
(19.1mm)
on Sprlnkler Wr er,
tlll
(19.1mm)
u.L., ru.L.c. and **MEA (N.y.C.) Cal.
o
No.
Orifice Size and Style
l/q"r, s'nm) ,tp' qht and pendent
,/r r rnr , 1, 'right and pendent
lt rnnt ul,rrglrl and pendent
' I ,r sn,{r ' r/r"1rsrnn1 NPT upright and pendent
i'. i'/i r rovals
I
q'
''".,n) uprighl
" , ,., . ,,m) upright
' ,r' .'.:n,rnr Uprighl,' ;, ',y upright and pendenl,, , ) uprighl and pendent
, , u1,right and pendenl
, 1 r '/a"1rsmnr1 NpT upright and pendent. , .. .,. ,, NpT upright and pendent
375-75-5A Llstlngs
protecled lrom freezlng. Refer tg
Central Bulletins on the Model AIJ-$I
Dry Pendent SpdnklSr6 tor use iri'O;t
pipe sprinkter installhflons.fi' liffi j
Upon completion ol thci"
installalion, the system must b€q
Installatlon Sequence rii ti
il::
Step 1. The unlt musl be installed
in the upright position for upright style
sprinklers, and in the pendent .1.i;
position for pendent style sprinklers.
Step 2. Use only a non-hardenlng
pipe ioint compound or Teflonr tape;
Apply only to the maie thleads..;[p1 ' .
'T€llon is a lradsmerk ol tho DuPont Colp.
,3
lead, wax, wax-ovdr{ead
l€ad, wax, wax-ovgr-lead
lead, wax, wax-ovqr-lead
lead, wax, wax-oveir-lead
;
l,
lead,wax-ovgr-lead
lead
wax-over-lea(l
wax
lead
wax-ov{,f
wax
lead
wax-ov{'l
wax
lead
wax-over lP;rl l
wax
Kfiffi' , NPT uprlght and pendenl
. I'lPT upright and pendent
f JPT upright and pendenl
I IPT upright and pendenl
. and Style
I lrendent
NPT upright and pendent
'r.il.l I r:;i.,r,1,.-'- :',.). c
,\ t), .lr. \l
.'. , y,{jl,r ,11 Ipendent
' .i ). .r : .,,,..nt NPT uprighl and pendent
ffii $nstallation Wet pipe syslems must be ,:
Corroslon-Ft.,s i
Corroslon-tl^ "
i
It Coatir
; , ;,;;,
i.i 'r, irl ,it,'rl A Sprinklers
,l,r..r r ,., ,lt. , ir ,, i ;rc:cofding to cuffenlllr i'r\ t', i: ;,rr1t.,,,1.i. DevialiOnS from
rl.,', : .,, trr '.i/,,,rs and standards orr' sprinkler itself
,, ,ry made by
,rnpany. In' must also meet
,''rri I ;,._rvisions, codes
. . r. .rr 'trlicable.
r :,,r.;: ,l mUSt be
' ' r,:.rrre lhe minimum
l, :rr tlte sprinkler.
, 'r,,!rer model, style,
I t,,r r,l)erature fating
r rti',,r lrrstall sprinklers
r, i is rn place lo avoid
!,
' !1:-r{-1.; replace any
Step 3. Hancl lirll,t, , llrinr ,
Into lhe fltting. For ugrriu rr y:rrnkleir
US€ a Central Sprinkl^r 'r rrbinrlior
.. Wrench, and for perr, 1, i ',pri, rkl -rrs
. i.use e Central Sprirrkl,' r'1|v ;i,l' Wrench, to lighterr lt'' i llr.
llttlng. A leak-ti11hl ' ',' tr i ,
7 to 14 ft.{bs.1s.s r, ),
a tangentlal lorce , i ,s
to t24.5 N) deliver et l rl
mm) handle will rlel, , I
torque. Torque lev,'tl il.
lbs.1ee.o Hm; mav , l ! 'ir ,
9€al, resulting irr i,' ,i
Folexposed I'rr'ir, :;, llr
sPrinkler should be ,,',. , . 'l , lllr
frame arms are parall,,l ..,,ith tlre
branch line pipe.
Cautlon: Special ':a, ,
when lnslalling witlr ;
, , system. Sprinkkrr , r"
after lhe CPVC rrrirrrr,'
rgcommended sell, {
Pdmer and ce[].r)r 1,
'rrsr a lal,
i ( 'i) .l[
i; r llr
rlri.
rai ,
i' r'
| , i., t' i)i
rti;,,
i ,:,
i'r\r ,,1!,i
l,'/'r f , ': I l!.\
r t,, l: I,rl:t
,,tllt | 'jr .r
;,1 ,, L,r r iS1
:,1!r,r ilrr,
1rt1
rf., lr.lllt{til
rlrrlrr'yrr l1
Temperature Ratlng ('F)
1 65 sztcl 21 2o a,rl--iii28f{ t tttt 0c(71l-t z I z(t(n {.t165o.t) 212(ttr,f.)
1 65 ot<:t 21 2nuc1*-*.1*,28d1t t rr,1
1 65 pr; zt zaoorr;t*.t*,l.28oit rt;ttoo(71"1-) 4, | 4(tau) ..260fi1t!)
165?.t) 212ougr**!288nurt
the sprinkler. St-recial care must be
taken when installing with a copper
syslem. The sprinkler should be
inslallr', ,rnl , I'ller the inside of the
sprinklc drol;s and associated fittings
[3Yr' | , 11 v,ir, brttshed lO remov€
' r. il, ;i r ral flux can cause, ,, , an.J , ;ln impair proper
I Ltr) | l.
0are &
Maintenance
:. !'r' I Llers lrrust be handled
:1, ltri v Ihey nrUSl nOt be
lr,: !:ri.riii ,lor SlOred where ambienl
l,'r,t,, i rrrirrI nrav exceed 100.F/38"C.
lrrr..:l r'.srlll .:tr, ^ lhemin adry,
r,y ,l ' ,;rl;1 ;1
lrill
r",ii l l '.:l rt,',ti i)rsthathave
l,r.,,r,ijr, 1,1..'(l ,, r,r:,rlrlv damag€d.' " I :,.r I 1,,)painled,
.,rr,.i , ,, I in any other
' ,. i' ,,, r! ,t- , ,1,;,,rlCondition Of'r: "1;;,, r rr ,rt,Opgfly. finy
i,;.r ' .:f- ' , lt manngf mUSt
'Llr"
: , .. ,, ri . ,sible forlhei i. , , 1, ,,,r,lton ol all fire'' . ' accessories.
I l, iii I ,\ i r r; ,i .:ir entitled,t: !.,i,,t: i ,,,d Maintenance/,,fi.,,,r,1 ./ . .'|Oleqtion
1,
Because the discharge pattern is Guarantee: Cenlral Sprinlller
critical to proteclion of life and Company will repair and/or r€plac€
property, nolhing should be hung or .. any products lound to be defeflive ln
attached to the sprinkler unit that ,'ri€*material or workmanship withlh a
would disrupt the pattem. Such , period ol one year from the dqte of
obstruclions musl b6 rsmoved. In the_1jn shlpment. Please refer to lhe quirsnt
event thal construction has altered the' Prlce Llsl for further detalls of the
. I x'al Aulhority
,r r rr tay have
lt( 'nq and
l llntlenance, testing,
',,;rl rnust be obeyed.
l,' have sprinkler
'', I regularly b! a
, seruice. Length of
, r, inspeclions can
' .,ibiiity, ambienl
, srrpply, and site
lo re-assemble or
;prinkler that has
, ' any sprinkler
, r' I Or Oamage;
original conf iguration, apditional
sprinklers should b€ installed to
PHONE (215) 362{700
FAX (2r5) 382-5385
Converslons are at rr , ,
-ss
*W:tln:lil;epracl spnnrre.iirp' Ff 0 d e r i n g
i:Hfi:iJJ$:1,,1;':ill",ll;::;fi"., Id lnf ormat i I r
. fti
1:'i
ll,"i::lh'"[xll3'',li'iti"j,ll;"'o I l@flg Inrorn,a,i,r i,,
atfeited during system snuioown. A ..,.i !11"-,1.19.11order,
inrrir;;rt. rr"rtl
ln:*n"Hlliftt:tf,ff;;;'"ffif itlXtii,Tffi,'gi ,; : i
To remove rhe system rrom seni.ltBff, 11TP:l"yi9 ratins' r1't't' ' ; :lt 'tr'
mode, first refer to t-he system 'iid. coatlng' and sprinklcr r^' r' ' ' t'
3?:,f'#j,.1|i?:fJil?J::llijli:ilm ___fl:lbyv an,, s,,, c,tra,
pipes. Remove rhe exisitng u;ii;a' 4,T;:lJinkle_rs,.v-alves, acc"'- ;' ' rd
S1liilHl;?',T"ffi:'#.Jl'.:t'J,fl#iil""JJiili'Hil:':5j;' d; 1,
march moder, sryre, orifice, a - -';; i# i,i[:"#$'3li1lti,ji5:flii I : ,ltemperature rating.
A rire prorection system thar has ff; IgYIg:rite directlv r" ' ri
i: ?HH;;';"$il ffi,H::ij;rylf, - ;#ii"J,ff Tr3ilill;,31 " ;
Inspect the enlire system tor Oaririgd.l'r'
and replace or repair as n"r"r.""l; li', converslon- Table:
sprinkiers that did not op"t"r" Lri
' ..i, 1 lnch =
^25'400
rr' rr
were subjected ro conoilve Jements i'; ] :?:l:0:4s36 kt,
of combuslion or excesslve
- ---'-.;,1i 1lootpouttd= 1 :r{1 rll
temperatures snoub be Inspecteo, , iffi.z 1 psl = 6'895 kpa
and reptaced if need be. rh!-rll}tLg,ti.Sj = 0'068e bar
Having Jurisdicfion will detail mtntmuritr .. ,, ^- -';703 k:]"
,
ii jr lrl,r
ir"l It
lt ir i |l .
rt t ,
rt r !l ',
,.t j
r. {., r J'
-" ""' --':-l' 1 U.S. oallon = lt "replacement requirements arru .: iregulations. 1'Jtlt;i'
t ii ;tr '
,\,/,ir)r i li.l)i
li[ ]i t I r,lr\'.,.' r
I ill'lo r,
,i " ,i'i , i ,
ir , t t
'i, t'{'
.|irrl.
,, ', ,\, r , , r. , irrklers of lhe same
i! rr' ..r ;rr.rl .1.,,e fating aS
't,i
l,i i.lr I i,,rrlpany
EENTRAE
.-F
Central Sprlnkler Company
451 Norlh Cannon Avenuo. Lansdale. PA l9it48
' tiirdi' fn"li {ll' :' "'trti
r''lrit onse Standard Goveragg
t r.r,. ,Ir . I endent & Recessed pendent Glass Bulb Automatlc Sollnkli
TRAL
4 2, 5.6, 8.O K-Factor - euick
,rl Sprinkler Company
,)rth Cannon Avenue.Lansdale, Pennsylvania 19446
115) 362-5385 / www.csntralso
with this docummL ds wF,ll as wlth th6
a@icable stadards ot the Nafional
Fire Prctectlo,l Assrdafut h addtdpnilS Producr
kffiil Description to lhe slandards of any dpr au//?orlt&6l
having iutiscilction. Fal'luta to do & nlay
inpair the integdty ot il:risr devles.i, .i
i:,'!, , '
ll'riIl,'1.-|.
'1 " -l !
| )lr-,illi(,r):
1l |,r,?.4rirlr,
' i1 ,:, ii g;
;l15) 1]62-0700 / Fax:
-IF
;' ,, t)oi,i,.r riodel GB-QB 4.2 K-Faclorii,It; ir)1 ll r,',ri'.(\'\, 'i (i K-FaCtOf (1/2Ir l',.lil .e. I rlrr l( Factor (l Tli?ln$h.r'tr, ..t , ,,t,, . ir,,spolse Uprighl,
' , ,. ; ., , t. , .. ...t nendenl Sprin-
l'' .,' ;' ,rairc slrrinklers of lher, ,, .t.1, rrr r,,.,n I rcy afe qUiCk, ! ,s 1,,,r,,'ificeSpray
.itr,' I nr,. I , ' jirrl i,jt USe in fife
' 1'rit l;,'i .;; I .['.: (]r,.itqned In aCCOf-,r,'r ',.\.. ll, ; ,, ,trrri,jiltCl installation
'll' ,"1 . ' /\i' . . .:: 'r,,.rnCy (e.9., UL
! ,' 'r{) i ' , ,!, pA 13 requke_,. ,.,r1 i i' , .,,r(ronl. Recessed, r ,.r ., i , ,| r i t ,rinklgrs all
"',ioal wal€rI : r ',r('low lhe dslleclor.
ot the Modsl
,tained by utllizingI .; . rdent Sprinkler In
rrrr . .. .4odel GB Res/QR..;,. rAssembly. The
r t, : ,. lr/lodel GBLOOR. ,,i, .,.r hy utilizlng the
,t i t ,eldenl Sorlnkler ln
itlr tlre Model ELO
I'1, lr^on Assembly. Th€
r. t(_llcot)s hav€ a
' i.,i'JLr-) tjesign Whlch.ti,rn ()[ tlle sprinklers and
r11 r'r lhe lhe protection
r. , .,. iling constructlon
. rl '.rrr trl a finish coat to the
':so t,onnil relinlshing of a
t,,llltr.rrl having lO firSl, i,re nrolection system, . sl't inklets.
, rrl;r'rs bulb Contains a,, ,'r.i'r \r/lten g)(pos€d lO
.'rc{t temp€ratur€ b
', , ^'.r rnds sufficlentV to
, which then allows-. '' lte and tlow waler.
!'i'.,rrlfflAlGS
|,tt&cBLO-eR
''&RecessedPetdent
^ribed herein must In
; ,lnlained in compllance.
SIN C3201 - GBAR pend
SIN C3101 . GB-QR UP
SIN C4201 . GBLO.QR
MEA (a6&92-E Vol.lll)
1G8.0 - UL & GUL tiutird FM
(Refer lo the Deelgn Grlteda
?4 inch NpT - GBLO-C|R (K=B.b) ,
i "; ,.. .$tandard 1r!
Qpright, Prir
&?hec. Porie
Sprinklersr
Technical ,
Data
Sprlnkler ldenllflcatlon l'lumbcr
SIN C22ol - cB{R pend fi=4el
srN c2101 - GB{IR up (K;4.21 .'C
SIN C4101 - GBLO-OR UP (K=8.0) j
Approvals .'l' , i
K=4.2 - UL and ULC Usted.
Maxlmum Worklng Prcicute * .
175 psl (12..| bar)
250 psl (17.3 bar) UL & ULC (t(*
Plpe Thread Connectlon ' iii
1/2 Inch NPT - GBAR (K=4.2 & fG
Temperature Ratlngr i,.
1 35.F/57.C, I 55.F/68.C. 2o0.Fl93.C. t250.F1121"C i
Flnlshes
Sprinkler: Whlte Polyester, Chrome
Plaled, or Natural Biass
Recessed Esculch€on: Whlts Coated.
Chrom€ Platod, or Brass Plat€d
Corroelon Realetant Cocilmr : i
Sprinkler: Whlte Polyester (Uf onf)
li
|$
$$'
o
Figure 1 - GBLO-QH, 8.0 K-Factor
Recessed Pendent
'J
t
I
2-7n',
'Support crrp for Model GB aR w|h FM Appfoml has slols ir 'irr,' I
' the standad U.L.Serelon does not,
fiN;
I Nnit?t,
Tlre Modr,l GB-OR, 4.2 K-Facto. eulck Flesponse Uprlghl, p€ndent & He(
;rr:rJ M[:A Approved for use In accordance with current-NFpA etandards.] rwitlr the l;eries GB Res/eR Flecessed Esculcheon Assemblleg t *f"A oi
I !r. Model cB-eR, 5.6 K-Factor eulck Response Uprlght, pendent &
arrr i MI A Approved lor use in accordance with curent-NFpA slandan
are UL, ULC Lleled
Sprlnklers are only llsled
up to 2oo.F/ellp.
tSpflnklors are UL, ULC Llsted
Pendent Sprlnklers are only listed
ill
I
",i1, thc Series GB ReVeR Recessed Escutcheon Assembllee (veirled lemp€raluros up to 200'F/99"C.
i r,e Model GB-QR, 5.6 K-Factor eulck Flesponse Upright, pendenl & Recessed ,Sprlnklers are FM Approve,l
;::::,'::.:?:'99:r yil,f9 FM Loss prevenrion D_ari s-heers. t" up,rg-hr sp,tnruJii *l'aipiJrJo *rfi ;';;;5';;;, ,sr"r''rh, while the Pend€nt and R€cess€d Pendent Sprinklers are appr6vJd In i Brase, Chrome, or whlte pr,ty,,sl, | ,i , lll''' tlecessed Pendenl Sprlnklers are only approved with the Seiles GB Fes/eR necesgeA Esculcheon Assenrl,r . .'. ''rd), for lemperalures up to 200.F/93.C. '
' 'Jodel GBLo-QR, 8.0 K-Factor Quick Response Uprlght, Pendent & Recessed pendent Sprinklers ar^ ' rrL 'i{.'d lor use in accordance wilh current NFPA 13 standaids. The Recessed pendenl Sprlnklers are ontr li r,. , tl1,,,::' . rr ' T' , essed Escutcheon Assemblies, for tompsratures up lo 2OO"F/ggoC.- ' ) oR,8.0 K-Factor Quick Response Upright, Pendent & Recessed Pendent Sorinklers arn r r.1 , , ,v,r,|r' ''1i 'rt'Le with lhe FM Loss Prevenlion Data Sheels. the Recessed_Pendent Sprlnklers are ontv ti:,, , ,,..illr the- .,rd Esculcheon Assemblies, lor temperatur$ up to AOO"Flggfgf
$ uuhnical
[}Ata lcontinuedl
i,,i/i
rl rr
, . : '.,atlon Wrench (part #1106)' Faclor Upright & pend€nt Sprinklers) I
' ,.' ;:sLO Comblnailon (part #1079) ,
,, 1 tclor l lnrinhl I Pandanf Qnrtnlzla.-\
.',r
ELO/ESLO Offeot (Pert ttt,!,
(For 8.0 K-Factor Fecessed Penden'
rglolUpriOht & Pendent Sprlnklers)
Installation
lro h'lor .l GB.QR & GBLO-OR
''in l, :ndent & Recessod Pendent
t rr irkkr rnusl be inslalled in accor-
.l.',(:r w, r lhe following instruclions.
NOTES
I ,'' t rt itstall any bulb type spdnkler if
ltte bulb is cracked or there is a loss ol
! ,;ttid lrotn tle bulb. With lhe sprinkler
tr:ld horizonlal, a small air bubble
:.itould be presenl. The diameler of the
,tir lubble is approximalely 1/16 inch
, , ,. mm), Tlte bubble, in some cases,
' ' , '.,e barely perceptibla lor the loweri' :t).ratur c ratings.
,r / ,7i1 i',r'1 | ,' '.tt NPT spinklar joint1 ,,'rl',, i,i.., I with alorque ol 7toi i t?Nm). A maximum'I ) 'j '! r' t) of torque is lo be
' ) 'tt ,tt,,,rt\lers. A leak lighl. , tpt joint sllould be
. r.irr', \ ;::t;ii, .;rre Ol l0 tO 20fl.1b5., : ,. t\ tnaXimUm Ol
', t t ol torque is to be''':; . ,... t tt,klers. Higher levets
: ' ,t.,, ,' : t.,tt lhe spinkler inlet
'i r/r,i1I . ".'U'^r;l f :*age Ot lmpahment
',t 111, 91 , 'tt1lr.y
t ,', tt,'i , 11, inrrt to tnake Up lor lnsufti_
| , itl . t) .i upt)l it lhe esc/.ltchgon
i l/ ,t, r,!, ; - .. , ,,t oveftighlenlng tha
, , 'itttt.'. ;. ,,iinst lhe posilion of the
. 'tn! ,, ti,:,q ht,:uit.
:ll{,tt 1. ,,ii',l r "l'rinklerS mUSt be. .l;titt..i '. , r, ll ' lllll uprighl position and
r\ , r J )r ir 'i: ' mUSt be inslalled
i,iV r'' r: rr ., ! ..r position. The
,r',;r,' :, I rrallel to the ceiling,
:ii, r 'r ing lhe proper!" , "' Cup (or other'' nlicable) over lhe' '''' I j ,, 'ds and with pipe' , I ' ,r , ,lied to the plps
r, ' j, I , ,., ":lr,ten the sprinkler into
'i i !.' |i , lii, !
rri,'i' i. I .. :'.iltten the Sprinkler
',, ,,. ), i' . ,rches specilisd onj. ,,r, ' , ,. l t clrnical Data Sh€€t.'\'ir,rr ,! i,,c ro l)e applied to the
. l r rri i,, , .,i trr.l r llats only.
!;tl'l) ,r. | , , .,lrl)licalions using a 4.2 or
'. / t, u, r (,t.t-ell Recessed
r']lr111rj slt , 'i,1kler,a Proteclive Cap ls
.r,;ri :,trl' . ,,r lr helps lo prev€nl
.r ,:,r;r r, ' ,,r'r sprinkler during C€iling
I!t1f .tt t',..;,.lot f c.aant
I Srrr{nkro,
ol the finish coating of the ceillng. have not operaled, should be replaced ll
Place the Protectivs Cap ovsr lho they cannol be compl€l€ly clean€d by
Recessed Support Cup and push lt , ".\,, wlplng the sprlnklor with a cloth or by
upwards until lt bottoms out agalnst brushlng h wlth a soll bdstle brush.
the sprinkler dellector'
, , care musr b€ exgrdsed lo avord damag€NOTE i i'r - : b€lor6, durlng, and after Installatlon.
As long as the Protecttve Cap ,*,... Sprlnlers.damaged by dropplng' slrlklng'
remdi;s tn ptacf,, the systei ts " sfi\wtench Msvslippage, or the llke, must be
ansidered to be'Out of Servlce, -.:,, tedac6d. Also, replace any sprinkler llra'
'+6W' has a cracked bulb or that has lost liquiri
Step 5. Atter th€ ceiling has been ' ' 'Yj'n
lrom lts bulb (ref. Installalion Sectio,
complsted , remove and dlscard lhe
Proteclive Cap. ll the Sprinkler has lt ls recommended thal auton)ali'
been damaged, replace lhe entke .. spdnld€r systems be insla( l' " 'i I'
Sprinkler assembly. Do not attempt to ,.1 by a qualilled Inspectiorr So'r r' '
mnrfihr az rcaair a Aamaaanl anrlnlzlarmodify or repair a damaged sprlnkler. .i.
step6.pushlh6ourerdnsortrre .'li tl 0ftltff'ri,l ;
iiiii:fljjtrfr",i: #JL Y#* hI intu*,i, i i r i rl
o
installation and/or durlng applicatlon conosive products ol combustlon, bui
sprinkler wrench. Refer I e li:, )l
Escutcheonsuch fhat lt lifts a ceillno ,,,
-
panel oul of lts normal posltion. il t[eff ordarlng.lntormallon: vi'r'r ' lrlecirrg
ilecessed Esculcheon cannot be ' ff. an order, Indicate the f"lr ' 'il
engaged with tho Support Cup or ttreiiffi name' Please specify tt'n ' 1 '1 111t
Receised Esculcheon cannoi be . ! model, styl€, orilice siz )erat ,e
engaged sutficiently lo conlact the 1'.i;$:' rallng' lype of finish or I r) rr' I' arr
Avallablllty and Servl, .:
sprlnklers, valves, acc.
9rs.
)nl16
!lroolhgr producls ars ava i ,l
the U.S. and Canad, , 'ally, through a netwr,rf I
Sprinkler dislributior' ,,, r
. ) ,t
'!
'wril€ dlreclly lo Cen', ''t ':r
Company, or call (2 l"r ''
lhe distrlbutor neare, I
r r ,11
r!
cl
or
used lo cover a c,leanncp llrrle,
dalay the metoorytr,tlonlnafl'€.;1t,. For lurlher detalls r,,, . ,
situation. , ,.d,.t44[r price Llst.
Before closing a flte protecttut '.-$!!f Convorelon Table:
syslem main control valve for 'r'
-::"'
1 1. E 0.lr 1 r ,
mainlenance wofu on the lhe .. i sq. ft. = 0.(r r , ,rr
prolection system lt cont ols, peml$ I' I oom - 3., l
sion to shut down the atrected f,rc ,lt "' 1 6sl = 0.() i ,',
prolection systems must b obtalned : i oom/fl?= 40;r ,
from lhe prop authoitles. All
personnel who may be atrecled by 't,it, I Tellon ts d lrademarn
this action must be notlfred.
,):
The Model G&QR & GBLO-QR.
Uprighl, Pendent & Recessed ti
Pendent Sprinklers must be maln-,
tained and serviced ln accordance
with ths following Inslructions. ,
t$$$l
'' F '(-Factor - euick ResponsG ;1,1t,r dard Goverage
Mo'del GB-QR
! !.r ,alr n,al Sldewall Glass Bulb Automatlc Sprlnklers
i),:i rtral Sprinkler Company'':1 Norlh Cannon Avenue, Lansdale, psnnsylvania 19446:i!: (2.|5) 362-0700 / Fax: (215) SOZ-SS8S I riww.cantralsprlnkler.com
'-rP'
tl------
','W..EENTRAL
*i'f,: ,
', ::C'.ri.
Product
Description
rlr.r r )..'rt, 1! Li,,,tot GB_QR,5.6
ri I r:.. lot : ir: lr t,,ilice), Horlzontal-,;1- 4;1ll '.'Ir1iIrlr1',I are automalic
'-: r'nl'i'1r, ,.i ri1,. lrl'rgible bUlb type.rlj,,. :r,,. rlri,r.k 1r,.rJ11;J159 _ Slandard
', ' :,!r. , ,rt .ll tiprinklersrni,..,,j,,i: , .ir fire sprinklefr'.:.l,lr,-i .i -,rrr,,.,1 in aCCOfdance.',itrrll,. i,'r r i rstallation rules
r rIL,r,rrI.',:I ,: i i ,r' t rr': applicoblai :rtilq , j. r i : . ,' agency (e.9., UL
. , r,tFpA 1g r€quire-
, rrrl ,;i,rsg bulb contalns a. , '. , ,, : . when expossd to
d lemperalure ls' ' rpands sufficien y
;. '-. lrulb. rvhlch lheni ' rr' , lo activate & flow
ii'i"IV"VGS
tt:,, \i, ..r, t' | \t I Hoiz^ntal SideWatl.:r.;rr,', r ', ;, ,ti,ed herein mUs! be
' . t.',it ! ,\. .t,.intained In Co,t]tr/llatr8't,llt ,; ,i t,ittf nL aS well aS Wlth lhe
a111 '!i,:iti rir ;tl \ tards Ol lhe NallOltpll.i!' l':jtt ,,vt Associatlon, In a&ftlon
Itt t!,o :la \t.,:tt:; ol any o af autllc|tiffe9
Sprlnkler ldentlflcallon Number
stN c3301 Standard -$pra '
Approvalr
UL and ULC Llsied, FM Approved
MEA (446-92-E)
Horizontal
Sidewalf tt
(Refer to the Deslgn Cdteria 'Recesse rl
Maxlmum Worklng Prgllura 'Sidewall
175 psl (12.1 bar)
Plpe Thread Connectlon
1/2 inch NPT
Sprlnkler: Whlte Polyeeter (UL, t
MEA); Chroms Plated or Nalural
Brass (UL, ULC, FM &
Recessed Escutcheon:
Chrome Plat6d, or Brass
Corrorlon Reslltant
Sprinkler: Whit6 Polyoster
(UL & ULC only)
Phy3lcal Characteddcr
outsldo sdg99 u,ih a Tenonlf.
compresslon scr€w b bonz6,
deflec.lor ls bmes.
Sprinklerr,
Tt|€ luodsl GB{IR Flortonhl Sldeiml ,'
Spdnklers utilizes a dedndfrcaton ,
resistant (DZR) brorze frame and a 3 mm
Seal) conds&q ofa beryltm r
sprlng that fii eealed on to0i'lts
Dlscharge Coelllclent , :
K = 5.6 GPffipslt,t (80.6 LPM/berr,z) 4 '-,__.. ,.;ir"i -,.
Tempeaaturo Rallnot ,i . .i ,,':,,;l
I 33: F1?1i9"'
*' F/81'9' ?qo;FfP;5ffi
til-:$l
Desi,i, r
Gril,' r
celllng when m€ast'' , ' rot i
the spdnkler dellec; ,i
Horlzonlal Sldewall ' .r '
only llsled wlth the 'i, ' rl
Recessed Esculchc,,r '
The lvfodel GB{IR }1,. j ' ,,,
Sgftdersare FM apl'r, ' I ei rhi
luzad m.rpandes in r, ., ,, v
pn FM l-oos Preventi( r' r | ,r ,.'l:. i,r.
'rsprt fus at€ nol ap1'r^,. 't ' .er .'
appllcauons.
,...5
The Model GB-QF | ,
SPdnklerc are UL I | 1r
occupancl€g In acc,,,,' , ir
cun€nl NFPA 13 sl,, , ', 'r'' epdnklers ar6 llsls(t r, r , . i(r I
to6'(100mm - 15(r '' r' ,rl
o
Flgure 1
Model GB-QR Horlzontal Sldewall
! ACE OF SPNNKI.ERrmo
Ift
IOP OF OCFLECIOf,
l^t '
lll.l |nr)
l.Lla'l!|.t 6rt
EtEvAIlOll VIEW
ffiffhrsrattarion
,.t,,.t;'i t),j.. ,.^^.,r i,rc diameter of the'',, r .,i',!' i. v.t,i,tlqtately l/16 lnch
Gare &1,,#t
Flgure 3 - GB Sprlnkl.'r /7sr1s6
(Part X 1P""'-. i
The Model GB-QR
Sprinklers must be malntaliied'Artl
serviced in accordanct w,lth lhbi*,,.
,\TOIES rr:li
Absence of an esn,vfrdtalon whldt 16
used lo cover a cleala,ncr tlole,
delay the time to qera,tlat ln a frrc,L;
Betore closing a frra !'otadon b,
faclory. Mqdifled.spdnklers musi be{ff-i*, ild U5. iiibi..,, ,jreplaced.. Sprlnklers that have b.eq1 li ally, lhtough a nstw(, 1;b;'"d6d':i,.;il9.d$i!fi :l;l$i3fi i.il8,'3,1fi ff ff I
:ii?ie'',i',lfl ffi [il,iil'i"Jfrilr'ff:ffi ffi lrfJ,'f]:li,:,'l{'fi
itr*,
r,: .; '
Also, replace any sprlnkler that has a i ,
cracked bulb or that has lost llquld from Convorrlon Table:
ils bulb (ref. Installatlon Secllon), 1 fl. - o '
It is r€comm€ndod that automallc i oii,i'= a ,
sprinkler syst€ms be Inspec{ed i ;5i:- 0quarterly by a qualllled fnspec,ilon ,. , i [i"nr_ at,S:?f;:il
by a quailned n9o."irol" ,, ;,, , i 6iinrn, -4(, , ' ,.'
,..1'.|^ te{bt h etndennd<.,t | , L.. ' .r +r;,
'.ii f,i, r. !..)
,.'!t 1'' r. r.,: ,
| \,\ |).\t i,,'tr t|tr ltttlb type Sprinklef ift':. i r;'l i , ., "\i or there is a loss of
, , ' ,r('l .it/ tttt .tt itake up tor ln'uffr-
t::.'nt t iit' t,t , n! in llrc escutcheon
/.. r',' i'r lr;, i ,r ,,vettightanlng the
;t'tttthiL', 't.::,ittt:;t llp pOSitlOn Ol the
::!,!tnkitt I lt;ii,j k, .liit.
combusrion, but have'not opep$J-,1ffii il#rll'jiiiiii'iotln,, ,, ,.
should be replaced. lf thel g.gn{I.be li-ifti Company, .ir catt (z,, ,
completsly..cleaned by w|phg titg . ...,;j;i: ttre dtsirt6irtor neau,, ,
HfltrH",ffieffi,' }tfl Infnr rI',' slll
controls, parmiislon to sktf down 0rdft .r,,r^.r-- r-.^---.i.Wfr:viffi;Wffi 3s?l'tn,lil,1ffiill ;
o.blained fmy tB Fwr di{utiles*,iiif il,nl,l"l;rliJsffie,,r,, ,
All petsonnel wtn may.tn'!fr*,ov u/ rr,.. i Flod€;. sMe. orifice , Ithis adton must be nottf,ed. , ,, i , ifiii,'rvii-ir n'"tr, , , cj
Automatlc sorlnklers rurst never b€ i:i-\',:' Epdnkler wrench. RP' " ;l
shipped or itored where thelr lemperallifi complele llsllng of l)
tur6i will exceed lOOpFlSSgC and'thor:, i
must never b€ palnted, det€d, qj€ibifTll
or olhenvlse eltered allir leavln0 the llfl
laclory. Modifled spdnklers musl be-Sffi-fl{
lureD yrt|r IrArrE E'u I ua, rrdro-r, .{ru y,lyl4tlltAytlhbllltv and so, I a,musr never be..oatn!e{, ptlt"o, eS{ffi;'fiffi;:'di,;"., ,, ,,or olhen'rrlse eltefed alter leavlr" rlra r'1 r" 1'
r^^r^-, rr^-r!lt^r --.r-r.r-h -..jYi'1"*tl$i{,'oth0r produc{s ar€ ;rr | | i !k I
;ffiT'::ill]x,$#3lxsrbvhwhr'sl ffi ;;;;,;; qFEI C0PI
e"tfi?;:,:1ffj#lf,liHj:s"Jf,,,
:'
ri,iti{gi#i#1f,i:
; Tt-l$}$E
lnslalEnon..tipnnKoF Oamaged Dy debcb In material a, ql
oropplng, slnKng, wlencn |wlsU . . For fudher delails or o
qlippage,.or the like, must be replaced.., i'rt6"-Liji. --*-
Also, replace any sprlnkler that has a .
: :r (.)n Ilorizontal sidewall
rirsi lrr installed in accor-
iIre lultowing instructions.
NOIES
f. tlt:t t ,. ' ,,, ,,,r f c.nt.t
I gp.InLt r
'Jtrl,. Iu"o
,qit g
| 7; $ 7. .. 0E0R0E
0.2{0
0,07c
.g.tlI:
a.a4)
0.717
0.872
i,t2?
!12
1. !j2l
2 t?l
;..1?l
. i?t .
.i.oal
4 t,Zl ..
:i l2l .
,i '21
,. il0
rr .,.t0
9 i (TUE
goldra Jolnt ptlllnor
,(For Coppcr 0rrlnrgjuter
Flillng €nd
Lrngth
Wrol e c"r,
Dtalnrgo"
Soldet t rl
D!f: t&
.15
.00.,'
.2s
t/0
114
Ji8
6al
56
.62
BE
.6?
.G9
.0r
1.00
t,3 |
t,t2
2,12
n
I
' Une
'p
'lhlI r.t;r'\ t t,2',
,t l 2'
r, 1,,',r '
/."
!'
rl
.tl
n
$atlt' '.
..C0tlll,)!, " iy l.iiibl5|:di6ill;;,,,,'.;,
ufdbomode '; .trrq,
lfq PrdlcUler nl;:'il, , ri611
7,.
dTF
'F030
Ih.Lr.d lb, (gl
es.t
rr.Anllmqny (C,
!ryrH,coPPER
fnch
glzE9 (tlrcHEst
Srlr!r ila(l I i",,,
tGt70r
5o
a0
l!0
I5(r
t{(l
r l0 (.
tro
tc0
rl f!O'F, Whlh rold' . . . . umd.
ffLlut ruo'r'
!n0 lltlrnr ol rnf rotdfl r r;rns 1
t$$$t
\.llr
FIG.20
STANDARD PIPE
I
--LI
I
i
I
: i,.,
. it2
? 1i2.'3 r:
:r- l
rt
tV4 i:i+ i
.V&.1-V4
'' 'I
o
.i(,f
rlf ,F
lllz'- r ',tar,it
I ?r'
ir .$r
it
410
610
3-r/r6 725
\$-s'
-l
t
I
lr
it
l
ti
ffif,*ngquirementb
\ltR\ ,,dil, ifi
; , lv;rrrIitges
'' I r . r I.r lluslr willr base nlalerial.
. nnrbethrrerrt delrllr krr lrlgh perfonnance.rllrrl-'3i
r:i lrroassenrbled lor losl, easy Inslallalloh.
.. ir;,,r /A1r1rr.ovals
,,'riler Lirboraltrries Corrhol No 767G
: ,, y rvlulual serial No 22205',,...' .,,j,,,,,L1_.Conlererrce ol Builtllng Olllclals' ','r ,,,, I r,to 2[!9bt-,.
:l I : I ]1",:1.,u;".{cling code consress lnternailonat l
' r. r ,." t l.lo Bg l3
;i I i, I]'; ,' : ',1
.'r
1nu1r"1 Renorl l.to 23709
,,,,,:l:,
l:::lLlrly:,::, r:e<leratspeclftcailonr.ili, $1oup Vlll, lVtre i
i rt1 r.:rlg
" -ll
, 't;crrr Steel rrrateriat rneels lhe''
, l'9ll::, or SAE f I tOM or SAE t0t0 tor
' , l/rl,^9,.,"d. t/2, I tDt,s and AtSl-t'z-Lt-i tor;rrrtj 3/4" l.lDl's.ilrrd 3/4i l.lDl's.
J"
I st
f"+
t,:
&l
Fi
si.
;i
tii
I;i
ti
I
ii!
I ..,, . ,i,llll tl lue so n chul
i ." rl.r:,Jr
.t i.?
t.,,.,-.
IIlr..rr \!, t lltc Insc It lctlnl
2. ll nrlol.drlll lhr lDlr.
!**!:*!'.lw!l!tiiiFq|l'*.'
^-. -v
rt=zll l#. .
rltr lzlIUIU
o
1t.?4:
750'r
510
ll30
r8l0
27rO
3770
;4rr
l0 io
i610
24t-L
3360
5 :,'
'- r.l
l: i ri .':
l/4 ttuu 1-l/2 inch rod in lO{-.
',' i . ilarbon Steeli emDerahrre- 75t)"F ii , ''.r, EectreGalvanized, and Stainless
i
. Figure numhr, rod diameter, and
t!! |
-
.iti ' MAx BEc. LoAr1r ti+L i : f,OD ( F(,n SEnVTCE Trll"lI*##i
510 9j
18f0 1^ir'
'111..( |
t'vt 80@ 'ilrr a1;
ALL THREAD ROD CUT O:IjNGTH
Size Bcnge - 3/8 thru 7/8 inch rod in I inch
lncr€ments.
|{at--ial - Carbon Steel'Vor":um Temperature - 7Se"F
f i:r;.i; - Plain, Electro-Galvanized, and Stainless
{.r'rr ' ",-. r,, - Figure number, rod diameter, rod' .-:.. ':.:sh.
;
hffiru
I t(;.
Size Ronge - f2 thru 5 inch pipe.
M qt,zrial - Carbon Steel, Mil. Galr"anized to G-90
:; ec ii.:ation-
! ,n,'t on - For general piping purposes. Knurled,.!rvi . ' .;gtr permits hanger adjustment after
:;, ;ta iioring tension on swivel nut holds it... ,: .- : . i:i.irger before installation. Swivel nut,' ti: I/ 'r' .. ,.. ;rderwriters'Laboratories listed and
,. ..,1 Er:gineering approved. Conlorms
. : , ?i . Standardization Society Sp.69,
',... i 'mperorure - 550.F' ' ,:r. Galvanized and Stainless Steel.. ';ure number and pipe size.
?
i.,BE$T
A\lN
---l
I
I
I
.i
l. 9fPrrjfua
Z. hlaoa glt'-
Co11ne*. hlnatrrP O
/hovc, 9f:^n5rtCf-T ,ffrrtnf 3rs,a ? fpfr6 CAt4*il€
N hrcr 6*67.
3, Euwepe pral Rcnlre, .ifg,Xrp o,twr+. (z"f;,{. hatagz f,l r,,lru Kerrrag rrvr4r+uF
'-
5. Cl4s, I slr.^ )n - -.-t'l'
C. t4*t r:n" Ar^''Y 9"t",1 '^ e*l sh,'"
; rfl'ff [l^'"'
*'*1',^i"''n^,€',
11 4i] 6w ,a
z' tL^oto b*k Ltn\to, . la-
h" ; ",n'ts Lzo\eE sh" 02u*- wrni,r \- b=A*t*.
C\,
RAULIC DESIGN INFORMATION SHEET
Name :ANTLERS CONDOMINIT MSLocatj.on:680 W LIONSHEAD PLACE VAIL, CO. 81657Building:3RD FLR FITNESS ROOMContractor:ABC FIRE PROTECTION INC.Calculated By:tvlATT HALLConstruction: [ ]-Cornbustible [X]-Non-CombustibleOccupancy : LIGHT HAZARD
HYD
U
- SYSTEM DESIGN
[X].NFPA 13: [X].TT. HAz. T ]-oRDINARY IIAZARD GRoUP: [ ]-EX.HAZARD.I ]-{!l1 291 [ ]-NFPA 23LC: - rreuns: cuRVE:[ ]-OTHER (Specify):
[ ].SPECIFIC RULING: MADE BY: DATE:
Area of Sprinkler Operation:400Density: .1
Area Per Sprinkler:VARIOUS
Ilose Allowance GpM: Inside:Hose ALlowance GpM: Outside:100Rack Sprinkler Allowance:
.-. CALCULATION ST'MMARY
GPM ReguiredztTT.7O pSI Required:L01.99rrCrr Factor Used: Overhead: 150 Underground: 14O
WATER SUPPLY
o---
Date:31 JAN. 0L
System No. 3 REMOTE 1Contract No. C0010
Drawing No. Fpz o, bCeiling Height:8-0 Ft.
* SYstem TlPe 'tlxl-wET [ ]-DRy [ ]-DELUGE [ ]-PRE-ACTTON
:t SPRINKLER OR NozzLE *
Make:CENTRAI Model:cB-eRSizezt/2 K-Factor:5.6
Temperature Rating: L55
* I{ATER FLOW TEST *
Date & Time:Static PSI:118
Residual PSI:94
GPM Flowingz92OO
Elevation: -6
tocation:
Source Information:
* PTIMP DATA *
Rated Capaci.ty:At PSI:
Elevation:
* TANK OR RESERVOIR *
Capacity:
Elevation:
* WELL *
Proof Flow:
414,"yo.-
"THE" Sprinkler program by FpE Software, Inc.oo
HYDRAULIC SUMMARY
File: ANTLR3FT 02/os/0L
ITIATER SUPPLY INFORMATIONStatic (psi)
Residual (psi)
e (gpn)
Hose (gpn)
System req. (Spn)
@ (psi)
r.18.00
94. 00
9200.00
r.00. 00
L77.70
101.99
Supply available: tt7.98 psi
Safety Margin: 15.99 psi
Maximum velocity in the system is: 13.61 ft,/sec
Continuity at all nodes satisfied to 0.01 gpm
Pipe Tlpe Legend Fitting Tlpe Legend
cM = copper Tlpe M 1 = (Table z) Tee or cross (Flow Turned 90o )PI = l*.rican Dlma-Frow g = (table z) go" standard stuoo,DL = Ductile rron class 51 B = (Table 1i go" standard ErbowB - (Tab1e 1) Butterfly Valve1 = (Table 1) Tee or Cross (F1ow Turned 9O")6 = (Table 1) Gate Valve
Notes:
.File: ANTIR3FT
rrTHErr SnrJfer progran by FpE Softwaf rnc.
Page: 1
Pressure Frow Elevation K-Factor Area Densityy::----__--_-1!:t ) (spn) ( reet) ( rt:; (spn/rt2 )
301
302
303
304
305
306
307
308
309
310
311
31-2
313
3L4
315
316
317
318
319
320
327
322
19
20
2t
22
7.03
7.92
7.87
9.93
9.25
8.51
10. 86
8.18
7.6L
7.00
16.15
L9.74
28.6L
36.80
45.O2
50.76
55. 75
60.32
82.47
9L.70
94.34
95.35
95.41
95.44
99.36
10r..99
14 .85
0.00
1.5.70
0.00
0.00
16.33
0.00
16.01
0.00
14.81
0.00
0.00
0.00
0.00
0.00
0. 00
0.00
0. 00
0.00
0.00
0.00
0.00
0.00
0 .00
0.00
L77.70
7.50
7.50
7. 50
7.50
7. 50
7.50
7.50
7.L7
7. s0
7.77
7. 50
7.50
7.50
7.50
7.50
5.60
5. 60
5.60
5.60
5.60
o.tL2
0. 119
t32
L32
34 0.480
7L 0.226
31 0.478
-6. OO souRcE
" Sprinklo
lype FittingsSegil
tode
''THETIFiIe: ANTLR3FT
End Flor lliareterllode (gpr) (inc[es]
er Progr€rm by FPE softwaT, Inc.
lengtl Eqv Leagth tot leogth Frictiol C-value pe(feet) (feet) (feet) (psi/fr) (psi)
Page:
Pf tlelocity
(psi) (ft/sec)
302 301 14.85 0,811 C[ I 0.58 4.53 5.11302 303 15.?0 0,811 Cu 0,25 0.00 0.25304 302 30.s5 i.055 clt T 1.42 ?,56 10.98304 305 16.33 1.055 Cr E 8.?5 3,02 11.71305 306 16,33 0.811 Cil E 0.58 3.02 3.6030? 30{ {6.88 t.527 Cil T 1.83 12.09 13.92307 308 30.83 1.055 Cr.{ T ?.58 7.56 15.1{300 309 14.81 1.055 Cil I 6.00 3.02 g.02309 310 1{.81 0.811 cu {.33 0.00 4.33311 307 77,10 1.527 Ctr I 2s.00 6,04 31.04312 311 71.70 t.521 Ct{ I 15.00 6.0{ 21.0{313 312 71.10 1.527 C!{ 28 40,00 12.09 52.09311 313 71.70 1.527 CU 2E 36,00 12.09 48,09315 314 71.70 1.52? Ct{ 3ET 18.00 30.22 18.22316 315 17.70 11527 Cr [ 8.60 6.0{ t{.6{317 316 11.70 1.52? Cil E 23.25 6.0{ 2g.2g318 317 71.70 1.5t7 Clt E 20.75 6.0{ 26.7s319 318 71.10 1.521 C[ E 12{,00 6.04 130,04320 319 71.70 1.752 DF E 6{,00 6.03 ?0,03321 320 11.70 1.?52 DF E 14.00 6.03 20.03322 321 77,70 2.221 Dr 86 ?.50 11.23 24.73i9 322 77.70 4.328 Dt r 4,50 28,40 32.9020 19 77.70 4.328 Dt E 6.00 l{,20 2(-.2021 20 11.70 4.328 Dt I 6.00 1{.20 20.20t I()TE: lhe flor l]epeldelt pressure Loss Device in the preceedilg pipe accoults for22 21 11.10 6.340 Dl ?c33 1d0.00 9i.3{ 19s.34
0.174 150 0.00 0.89 9,22
0.193 150 0.00 0.05 9.?5
0.183 i50 0.00 ?,01 11.21
0.058 150 0.00 0.68 5,99
0.20? 150 0.00 0.75 10.1{
0.067 150 0.00 0.93 8.21
0.186 150 -0.1t 2.82 11.31
0.018 150 0.1{ 0.43 5.4{
0.173 150 -0.14 0,?s 9.20
0.1?0 150 0.00 5.29 13,61
0.170 150 0.00 3.58 13.61
0.1?0 150 0.00 8.87 13.61
0.170 150 0.00 8.19 13.61
0.170 150 0.00 8.21 13.61
0.1?0 150 3.25 2.19 13.61
0.170 150 0.00 {.99 13.6r
0.170 150 0.00 {.56 13.61
0,1?0 150 0.00 22.15 13.61
0.132 120 0,00 9.23 10.34
0.132 120 0.00 2.64 10.34
0.041 120 0.00 1.01 6.40
0.002 120 0.00 0.05 i.69
0.002 t20 0.00 0,03 i.69
0.002 120 0.00 3.92r i.69
3.89 psi 0f the total friction loss npf'
0,000 1{0 2.60 0.04 0.79
I,11e: ANTLR3FT yt L J. !r rJv! LWaf g7 J.nC.
' Nozzre ,rg: O lao" Fittins rip" ?i"tion
Pase: 1
Type & in Size & Eqiv. f.oi, Req.::::::l::__:::::::_. spn in. Devices r.!Ig* psi/rt psi Notes
301
to
302
303
to
302
302
to
304
305
to
304
306
to
305
304
to
307
308
to
307
309
to
308
310
to
309
307
to
311
311
EO
31,2
3L2
to
313
313
to
314
5.60 q
a
5.60 q
a
14.85
14.85
15. 70
15.70
q 0.00Q 30. ss
q 0.00
Q 16.33
0.811
150
0.811
150
1.055
150
1.055
150
0.811
150
L.JII
150
1 .0s5
150
I. . UJJ
150
0 .811
r50
L .527
150
1 cr7
150
r.527
150
1.527
150
lgthT ftg
tot
lgth
I'-c,
Pt0.t74 Pf
pe
Pt
0.193 Pf
Pe
Pt
0.183 Pf
Pe
Pt
0.058 Pf
pe
Pt
0.207 Pf
pe
Pt
0.067 Pf
pe
5.60 q
Y
16.33
l6 ?1
q 0.00Q 46.88
r6.01
30.83
q 0.00
Q 14.81
Igth 3.42T ftg 7.56tot 10.98
lgth 8.75E ftg 3.02tot Ll .77
.580
3.02
3.60
lgth i.83T ftg 12.09tot 13.92
lgth 7.58T ftg 7.s6tot 15.14
lgthE ftg
tot
lgth
ftg
tot
Pt 8. 180.186 Pf 2.82Pe -0.14
Pt
0.048 Pf
Pe
7.6L
0.43
0.14
Pt 7.000.173 Pf 0.75Pe -0. 14
Pr 10.860.170 Pf 5.29Pe 0.00
Pt 16. 150.170 Pf 3.58Pe 0.00
Pt 19.74
0.170 Pf 8.87Pe 0.00
Pt 28.610.170 Pf 8.19Pe 0.00
lgthE ftg
tot
.580
4.53
.250
0. 00
0. 25
7 .03
0 .89
0.00
7 .87
0 .05
0. 00
7 .92
2.0r
0.00
9.25
0.68
0.00
8.51
0. 7s
0.00
9.93
0. 93
0 .00
s.60 q
a
5.60 q
a
6.00
1 n,
9.02
4.33
0.00
4.33
14.81
14.81
q 0.00Q 77.70
q 0.00Q 77 .70
q 0.00Q 77 .70
q 0.00Q 77 .70
Igth 25.00E ftg 6.04tot 31.04
lgth ls.00E ftg 6.04tot 2t.04
lgth 40.002E ftg 12.09tot 52.09
lgth 36.002E ftg L2.09tor 48.09
"THE" Spr er Progran by FPE Software, Inc.inkl
o
Flow
in
gpE
Pipe
Size
in.
Fitting
&
Devices
File,: ANTIR3FT
Nozz 1e
Type &
Reference Location
Pipe FrictionEqiv. LossLength psi/ft
Page:
Req.psi Notes
3L4
to
315
Jl5
to
316
316
to
3L7
317
to
318
318
to
319
319
to
320
320
to
32r
32t
to
322
322
to
19
19
to
20
20
to
2L
2L
to
22
0 .00
77 .70
0.00
0.00
77 .70
0 .00
0.00
77 .70
0.00
77 .70
77 .70
0. 00
77 7n
0.00
0.00
I .527
150 3ET
q
q
a
q
a
q
a
Y
a
q
Y
Y
Y
q
nY
q
a
q
a
q
v
| .527
150 E
| .527150 E
L .527150 E
L .527
150 E
l-752
120 E
L.752LzO E
L. LlI120 86
4.328
I 'ln 'nI'.rJ I
4.328120 E
4 .328
120 E
FDPLD
6 .340
140
lgth 18.00ftg 30.22rot 48.22
lgth 8,6ftg 6.04tot 14.64
lgth 23.25ftg 6.04ror 29.29
Igth 20.75ftg 6.04tot 26.79
't ^*L 1ar. d6rSLr| r,4...r . UVftg 6.04tot 130.04
lgth 64.00ftg 6.03tot 70.03
lgth 14 .00ftg 6.03tot 20.03
lgth 7.5ftg L7.23tot 24.73
lgth 4.5ftg 28.40tot 32.90
lgth 6.00ftg L4.20tot 20.20
lgth 6.00ftg L4.20tot 20.20
lgth 100.00ftg 95.34tot 195.34
Pt
0.170 Pf
pe
Pt
0. 170 Pf
pe
Pt
0. 170 Pf
Pe
Pt
0.170 Ff
Pe
rL
0.170 Pf
Pe
Pt
0.132 Pf
pe
Pt
0.132 Pf
Pe
Pt
0.041 Pf
Pe
Pt
0.002 Pf
Pe
Pt
0.002 Pf
pe
Pt
0.002 Pf
pe
Pt
0.000 Pf
pe
36.80
L2L
0. 00
h5.02
a , q>
3.25
50.76
4.99
,i.56
0.00
60.32
22.15
0.00
82 .47
9.23
0.00
91.70
2 .64
0 .00
94 .31
J.. UI
95 .3s
0 .05
vJ.4l
0.03
0.00
95.44 FDPLD =
3 .92 3 .89
0. 00
99.36
0.04
2.60SOURCE
TG33
il
srf
ilil
tlllil
Iul
I i:!
irllIrr
iliii
H lfl
itil
iiil
tlj
x
Ytoos
?
rtoo
I
t
Nrln
x
- sos
*cr!. r- ''g *l.r F lrirrls1-\ it &
RAULIC DESIGN INFORMATION SHEET
o---
Nane : ANTLERS CONDOMINIIJMS Date:31 JAN. 01Location:680 W. LIONSHEAD PLACE VAIL, CO. 81557
Building:NEw ADDITION 3RD FtR LOBBY & OFFICES System No. 3 REMoTE 1
Contractor:ABC FIRE PROTECTION INC. Contract No. C0010Calculated By:l{,ATT IIALL Drawing No. Fpzo,6Construction: [ ]-Conbustible [X]-Non-Combustible Ceiling Height:VARIOS Ft.
Occupancy : LIGHT HAZARD
- SYSTEM DESIGN
I{YD
1'
lxl-NFPA 13: [x]-LT. HAz. [ ]-ORDINARY HAZARD GRoUp:
[ ]-NFPA 231 [ ]-NFPA 23LC: FIGURE: CURVE:[ ]-OTHER (Specify):
[ ]-SPECIFIC RULING: MADE BY:
Area of Sprinkler Operation:900Density: . L
Area Per Sprinkler:VARIOUS
Hose Allovrance GPM: Inside:
Hose Allowance GPI{: Outside:100
Rack Sprinkler Allowance:
* WATER FLOW TEST 'tDate & Time:Static PSI:118
Residual PSI:94
GPM Flowing:9200
Elevation: -6
Location:
Source Information:
--- CALCULATION ST'MMARY
Required:306.29 PSI Required:L03.72Factor Used: Overhead:150 Underground:140
WATER SUPPLY
* System Tlpe *
[x]-wET [ ]-DRY [ ]-DELUGE [ ]-pRE-ACrrON
* SPRINKLER OR NOZZLE *
Make:CENTRAL Model:GB-QRSize:1/16 K-Factor:4.2
Temperature Rating: L55
[ ]-EX.HAZARD.
DATE:
* TANK OR RESERVOIR *
Capacity:
Elevation:
* WELL *
Proof Flow:
GPM
ucu
* PUMP DATA *
Rated Capacity:At PSI:
Elevation:
ar-t1 nUq-
rltc€t fu
e-4402-
02/05/ot
"THE" Sprinkler Program by FPE Software, Inc.aoIIYDRAULIC SUMMARY
Fi}e: ANTLR3LB
WATER SUPPLY INFORMATIONStatic (psi)
Residual (psi)
@ (spn)
Hose (gpn)
System req. (g-pn)
@ (psi)
Notes:
r.18.00
94.00
9200.00
100.00
306.29
LO3.72
Supply availablez tL7.96 psi
Safety Margin: 14.24 psi
Maxirmrm velocity in the system i.s: 30.06 ft,/sec
Continuity at all nodes satisfied to 0.01 gpm
Pipe Tlpe Legend Fitting Tlpe Legend
CM = Copper Type M
DF = American Dlma-Flow
D1 = Ductile Iron C1ass 51
6 = (Table 2) 90" Standard Elbow1 = (Table 2) Tee or Cross (Flow Turned 90.)g = (Table 1) 90' Standard Elbow
B = (Table 1) Butterfly Valve1 = (Table L) Tee or Cross (Flow Turned 9O')6 = (Table L) Gate Valve
File: ANTLR3LB
Node
nTHE'r Snrfler Program by FPE Softwal Inc.
Page: L
Pressure Flow Elevation K-Factor Area Density(psi) (Spn) (feet) (ft") (srpn/ftz)
101
LO2
103
104
105
106
to7
108
109
110
111
!12
113
114
115
116
'J_t7
118
119
L2A
L2t
L22
t23
L24
t25
L26
L27
t28
L29
L30
131
L32
133
L34
L35
136
20
2L
22
7.45 11.46 10.00 4.20 65.00 0.1?67.50 0.00 11.008.7L 0.00 11.009.18 12.72 8.00 4.20 65.00 0.1968.76 0.00 1L. 0010.60 13.67 8.00 4.20 65.00 0.2108.69 t2.38 10.00 4.20 65.00 0.190
9 .64 0.00 11.007.00 11. 11 8.00 4.20 65.00 0. L716.77 0.00 11.007.65 1.1.61. 8.00 4.20 65.00 0.17910.63 0.00 1_1 .0010.42 13.56 10.00 4.20 65.00 0.20911.44 0.00 11.0010.80 13.80 10.00 4.20 65.00 0.2L272.06 0.00 11.008.2L LZ.O4 8.00 4.20 65.00 0.l_85
8. 16 0.00 L1 .008.9s L2.56 8.00 4.20 6s.00 0.193't2.68 0.00 t1.001.5.59 1 6. 58 I . 00 4 .20 65. 00 0. 255
16. 68 0 .00 L1" .0072.86 0.00 11.00L3.e2 15.61 8.00 4.20 65.00 0.24011.89 14.48 10.00 4.20 65.00 0.22322.02 0.oo 11. o016.57 0.00 11 .00L7.47 17.55 8.00 4.20 65.00 0.27016.68 17.t5 8.00 4.20 65.00 0.2643t.!7 0.00 1.1 .0034.24 0.00 11 .0044.34 0.0051.73 0.0085.02 0.0090.9L 0.0097.08 0.00
97 .26 0.00r_00.89 0.00LO3.72 306.29 -6.00 SOURCE
FilE: AI{TLR3LB
''THErl
!lor Diareter
(gpu) (irches)
Segil Eld
ilode ilode
" Sprink
o
lype littings
ler Program by FPE Software, Inc.
Lergth Eqv Lergth Tot Lergth Friction C-Value(feet) (feet) (feet) (psi/It)
page:
Pe Pf Velocity(psi) (psi) (ft/sec)
102 101 11.{6 0.8i1 Clt I 1.50 3.02 4.52 0.108 150 -0.43 0.{9 1.12103 10? 11.{6 0.811 Clt T 6.6? {.53 11.20 0.108 1s0 0.00 1.21 1.12105 104 12.72 0.811 CU I 2.25 {,53 6.?8 0.131 150 -1.30 0.89 ?.90108 107 12.38 0.811 CU T 6.61 {,53 11.20 0.124 150 -0.{3 1,39 1.69110 109 11.11 0.811 CU T 6.00 {.53 10.53 0.102 150 -1.30 1.0? 6.90110 111 11.61 0.811 CU 3.83 0.00 3.83 0.110 150 -1.30 0.11, 7.2rt12 110 22.73 0.811 Ctr I 5.58 t,53 10.i1 0.302 150 0.00 3.06 11,i111{ 113 13.56 0.811 Clt I 5.33 4,53 9.86 0.1t7 150 -0.43 1.45 8.t2116 115 i3.80 0.811 Clt I 6.6? {.53 1i.20 0.152 150 -0.43 1.?0 8.57118 117 12.04 0.811 Cl{ I 6.00 1.53 10.5t 0.118 150 -1.30 1.2{ ?.{8i18 119 i2.56 0.811 Ctr 4.00 0.00 4.00 0.128 150 -1.30 0.51 ?.80120 118 21.60 0.811 C[ T 5.70 t,53 10.23 0.412 150 0.00 1.52 15.28122 121 16.58 0.811 Cil I 6.6? {,53 11.20 0.213 150 -1.30 2,39 i0,30LzX 123 30.09 0.811 cu I r.tz {,53 5.95 0.6{2 150 0.00 3.82 18,69123 t24 15.61 0.811 Clr t.?5 0.00 1.75 0.191 150 -1.30 0.33 9.?0r23 125 1{.{8 0.811 Clr E 5.12 3.02 8.4{ 0.166 150 -0.4t 1.{0 8.99126 127 3{.70 0.811 Cl,t r 2.00 4,53 6.53 0.836 150 0.00 5,t6 21.55121 128 17.55 0.811 CU t.61 0,00 1.67 0.237 150 -1.30 0.r0 10.90127 t29 1?.15 0.811 Cil 5.25 0.00 5.25 0.221 150 -1.30 i.19 10.6510s 103 11.{6 1.291 CU 5.00 0.00 5.00 0.011 150 0.00 0.06 2.81106 105 2{.18 1.291 Cr,t I 3.08 9.0? 1?.15 0.0{5 150 1.30 0.54 5.93108 106 37.86 1.291 Cil 3.33 0,00 3.33 0.102 150 -1.30 0.34 9.28112 108 s0.23 1.291 CU 5.7s 0.00 5.?5 0.1?2 i50 0.00 0.99 1?,31114 112 12,96 1.527 Cil 5.33 0.00 5.33 0.152 150 0.00 0.81 t2.18116 114 86.52 1.527 Cn 3.00 0.00 3.00 0.208 150 0.00 0.62 15.16120 116 100.32 1.527 Ctr 2.25 0,00 2.25 0.211 150 0.00 0.61 1?.5?122 120 12{,91 1.527 CU 9.?5 0,00 9.?5 0.410 150 0.00 t.00 21.88126 122 171.59 1.52? CU 1.25 0.00 1.25 0.?38 150 0.00 5.35 30.06130 126 206.29 2.009 Cll E 26.00 ?.56 33.56 0.2?3 150 0.00 9.15 20.08131 130 206.29 2.009 Clt E 3.6? ?,56 11.23 0.211 150 0.00 3.06 20.88132 131 206.29 2.009 Cu E 12.00 7.56 19.56 0.213 150 4.71 5.33 20,08133 132 206.29 2.009 CU r 12.00 15.11 27.11 0,213 150 0.00 7.19 20.88134 133 206.29 2.009 Cll I 10?.00 15.11 122.11 0.273 150 0.00 33.30 20.88135 134 206.29 2.227 Dt E 16.42 ?.18 ?3.60 0.219 120 0.00 5.89 16.99136 135 206.29 2.221 DF 86 ?.50 1?.23 24.?3 0.2{9 i20 0.00 6,1? 16,9920 136 206.29 4.328 DF E {.00 1{,20 18.20 0.010 120 0.00 0,18 1.5021 20 206.29 {.328 Dr E 6.00 1{.20 20.20 0.010 120 0.00 3.64r {,50* ll0ll: Ihe FIor Deperdert Pressure l,,oss Derice ir the preceeditg pipe accounts for 3.11 psi of the total friction loss nPfn
22 21 206.29 6.3{0 Dl 1033 100.00 95.3{ 195.34 0.001 1{0 2.60 0.22 2.10
File: AI.ITLR3LB
NozzIe
Type &
Reference Location
Pipe FittingSize &in. Devi.ces
"THE" Spr ink
o
ler Program by FPE Software, Inc.o
P j.pe Friction
Eqiv.
Length
Losspsi/ft
Page:
Req.psi Notes
Flow
in
gpn
101
to
L02
102
to
103
104
to
105
L07
108
IU)
to
110
111
to
110
110
to
LL2
113
to
LL.l
II5
to
116
TL7
to
118
119
to
118
118
to
I20
121
to
t22
4.20
4.20
4.20
h.20
4.20
4 .20
L ni
4.20
4.20
11.46
11.46
0. 00
11.46
12.72
12.72
r2.38
12.38
11.11
11.11
11.61
11.61
0 .00
22.73
13.56
13 .56
13.80
13. 80
12,04
1t nr
t2 .56
12.56
0.00
24.60
16.58
16.58
0.811
150
0.811
150
0.811
150
0.8i1
150
0.8r1
1s0
0.811
150
0.811
150
0.811
150
0.811
1 qn
0.811
150
0.811
150
0.811
150
0.811
150
q
a
q
a
q
a
q
n
q
nY
q
a
q
a
Y
Y
Y
q
a
q
a
q
a
lgth 1.50ftg 3 .02tot 4.52
lgth 6.67ftg 4.53
tot 11.20
lgth 2.25ftg 4.53
tot 6,78
lgth 6.67ftg 4.53tot 11.20
lgth 6.00ftg 4.53tot 10.53
lgth 3 .83ftg 0.00tot 3.83
lgth 5.58ftg 4.53tot 10.11
lgth 5.33ftg 4.53tot 9.86
lgth 6.67ftg 4.53
tot 11.20
Igth 6.00ftg 4.53
tot 10.53
lgth 4.00ftg 0.00tot 4.00
lgth 5.70ftg 4.53
tot 10.23
tgth 6.67ftg 4.53tot 11.20
Pt 7.45
0. 108 Pf 0.49Pe -0.43
Pt 7.50
0.108 Pf 1.21Pe 0.00
Pt 9.18
0.131 Pf 0.89Pe -1.30
Pt 8.69
0.L24 Pf 1.39Pe -0.43
Pt 7.00
0. 102 Pf 1.07Pe -1.30
Pt 7.65
0.110 Pf 0.42Pe -1.30
Pt 6.77
0.382 Pf 3.86Pe 0.00
Pt L0.42
0.L47 Pf 1.45Pe -0.43
0.1s2
0.118
Pt 8.95
0. 128 Pf 0.51Pe -1.30
Pt 8.16
0.442 Pf 4.52Pe 0.00
Pt 15,59
0. 213 Pf 2.39Pe -1.30
Pt 10 .80Pf 1.70Pe -0.43
Pt 8.21Pf L.24Pe -1.30
4.20
File: ANTLR3LB
NozzIe
Type &
Reference Location
"THE" Spr ler Program by FPE Softlvare, Inc.ink
o
Flow
in
gpn
Pipe Fitting
Si.ze &in. Devices
Eqiv.
Length
o
Pipe Friction
Page:
Req.psi Notes
Losspsi/ft
123
to
122
124
to
123
125
to
L23
127
r26
128
to
L27
t29
to
127
103
to
105
I05
EO
106
106
to
108
108
LT2
LL2
to
114
I14
to
116
116
to
120
4 ,20
4.20
4.20
4.20
4.20
0 .00
30 .09
1s.61
l). ol
14 .48
14.48
0.00at,'tn'
17.55
17.55
17. 15
17,15
0 .00
11 .46
0.00
24.18
L3 .67
37.86
0. 00
50.23
0.00
72.96
0.00
86.52
0.00
100.32
0.811
150
0.811
1s0
0.811
is0
0.811
150
0.811
150
0.811
I.JU
1.291
1 <n
1.29r
1 (n
1.29t
150
1.29i
150
| .527
1s0
r,s27
150
| .527
150
Igth
ftE
tot
lgth
rL6
tot
lgth
ftg
tot
lgth
ftg
tot
lgth
ftg
tot
L.42
4.53
5.95
1. 75
0 .00
5 .42
3,02
8.44
t nn
4.53
6 .53
L .67
0.00
L .67
q
a
q
Y
q
a
q
a
q
a
Y
v
q
Y
q
a
q
v
q
v
q
a
q
Y
lgth 5.25ftg 0.00tot 5.25
lgth 5.00ftg 0.00tot 5.00
lgth 3.08ftg 9.07tot 12. 15
lgth 3.33ftg 0.00tot 3.33
lgth s. 75ftg 0 .00tot 5.75
lgth 5.33ftg 0.00tot 5 .33
lgth 3.00ftg 0.00tot 3.00
lgth 2.25ftg 0.00tot 2.25
Pt 12.86
0.642 Pf 3.82Pe 0.00
Pt 13.82
0. 191 Pf 0.33Pe -1.30
Pt 1L.89
0.166 Pf 1.40Pe -0.43
Pt 16.57
0.836 Pf 5,46Pe 0 .00
Pr L7.47
0.237 Pf 0.40Pe -1 .30
Pt 16.68
0.227 Pf 1.19Pe -1.30
Pt 8.71
0.011 Pf 0.06Pe 0.00
Pt 8.76
0 .045 Pf 0.54Pe i.30
Pt 10.60
0.102 Pf 0.34Pe -1.30
Dr- O Al,
0.t72 Pf 0.99Pe 0.00
Pt 10.63
0. 1s2 Pf 0.81Pe 0.00
Pt LI,44
0. 208 Pf 0 .62Pe 0.00
Pt 12.06
0 .273 Pf 0.61Pe 0.00
q
a
File: ANTLR3LB
NozzIe
Type &
Reference Location
"THE" Spr
Flow
in
gpn
0 .00
t24.9L
0.00
171 . 59
0.00
206.29
0.00
206.29
0.00
206.29
0. 00
206.29
0 .00
206.29
0 .00
206.29
0.00
206.29
0.00
206.29
0 ,00
206.29
0.00
206.29
Page:
Req.
psi Notes
Losspsi/ft
Pt
0.410 Pf
Pe
Pt
0.738 Pf
Pe
Pt
0.273 Pf
Pe
Pt
0.273 Pf
Pe
Pt
0,273 Pf
Pe
Pt
0.273 Pf
Pe
Pt
0.273 Pf
Pe
Pt
0.249 Pf
Pe
Pt
0.249 Pf
pe
inkl
o
er Program by FPE Software, Inc.
Pipe FittingSize &in. Devices
Pipe Friction
Length
120
to
122
L22
to
L26
126
to
130
130
to
131
131
to
L32
L32
to
133
133
to
134
134
to
135
13s
to
136
136
to
20
20
2L
2L
to
22
q
a
q
a
Y
a
q
a
q
v
q
v
\t
v
q
v
q
v
q
a
Y
v
q
a
L .527
150
I .527
r50
2.009
150
2 .009
150
2.009
150
2.009
150
2 .009
150
2.227
t on
2.227
120
4.328
I20
4.328
r20
FDPLD
6.340
140
lgth
ftg
tot
lgth
ftg
tot
lgth
F f l- o
tot
lgthE ftg
tot
lgth
F fto
tot
IgthT ftg
tot
lgthT ftg
tot
lgth
E ftg
tot
lgth86 ftg
tot
lgth
ftg
tot
t.t3
0.00
9.75
7.25
0.00
7.25
26.00
7.56
33. s6
J.Ot
7 .56
11.23
1t nn
/.)b
19.56
1 t nn
15.11
27 .Ll
107.00
15.11
r22.tl
L6.42
7.18
23 ,60
7q
17 .23
24.73
4.0
L4.20
18.20
12.68
4.00
0.00
16.68
5.35
0.00
22.02
9. 15
0 .00
31.17
3.06
0 .00
34.24
s.33
44.34
7 .39
0.00
51.73
33.30
0 .00
8s.02
s .89
0.00
90.91
o.r/
0.00
lgth 100.00Tc33 ftg 95 .34tot 195.34
Pt 97.08
0.010 Pf 0.18Pe 0.00
Pt 97,26 FDPLD =0.010 Pf 3.64 3.44Pe 0.00
Pt 100.89
0.001 Pf 0.22Pe 2.60
lgth 6.0ftg L4.20tot 20.20
SOURCE
or
'ltI
vlImrl*-l
'Tl
I
'r
on
c
tro
r)
roc
{
6
6
&
il
n
I
t
{
.1
q
^-v:.
I r-tl
,. .1
ll:l,l'l
iiil
ilil
iti
iilirlllrlr I
iiil:||l
iiii;tti
iiii
illl
llil
ilil
liiili'll.ll
lrli
liii
i;itl'rrll.'.!l
!li rl
iiI
ilii
ill
llil
liiii
lil
llli
lllr
llti'
ilili
illii
iliil
iilir'lt'
itii
iilii
:.lii
:illi
iiil
iili
o
s0Q-
r,
qttN
u
oa0u
.E
sotr
a
sooa,
I
I
rll
llt
lil
itl
tililt
I
I
:
I
HYDRAULIC DESIGN INFORMATION SHEET
Name ;ANTLERS CONDOMINIT !,tS
Location:58o trt. LIONSHEAD PLACE VAIL, CO. 8165?Building:NE!, ADDITION ?TH FtR UNIT #620Contractor:ABC FIRE PROTECTION INc.Calculated By:MATT HALLConstruction: [ ]-Combustible [X]-Non-CornbustibleOccupancy : TIGHT HAZARD
----u---
Date:29 JAN. 01
Systen No. 6 REMOTE 1Contract No. C0010
Drawing No. FPt/oFoCeiling Height:VARIOS Ft.
SYSEE},T DESIGN
[X]-NFPA 13: [x]-LT. HAz. [ ]-ORDINARY HAZARD GROUp:[ ]-NFPA 231 [ ]-NFPA 231C: FIGURE: CURVE:[ ]-OTHER (Specify):
[ ]-SPECTFIC RULTNG:
Area of Sprinkler Operation:ENTIRE ROOM rrDensity:.1 [x]-wET t l-DRy
* PUMP DATA 'tRated Capacity:At PSI:
Elevation:
[ ]-EX.HAZARD.
DATE:
System Tlpe *
[ ]-DELUGE [ ]-PRE-ACTTON
't TANK OR RESERVOIR !t
Capacity:
Elevation:
* WELL *
Proof Flow:
MADE BY:
CALCULATION ST'MMARY
GPM Required:L57.86 pSI Required:104.62
'rCrr Factor Used: Overhead:150 Underground:l4O
'-- IIATER SUPPLY
Area Per Sprinkler:VARIOUS
Ilose Allowance GPM: Inside:
Hose Allowance GPM: Outside:100
Rack Sprinkler Allowance:
* WATER FLOW TEST *
Date 6. Time:Static PSI:118
Residual PSI:94
GPM Flowing:9200
Elevation: -6
Location:
Source Information:
* SPRINKLER OR NOZZLE ?t
MaKe:CENTRAL Model:GB-LF SIDESizezt/Z K-Factor:3.5
Temperature Rating : 155
&1a-tD-z'
"THE" Sprinkler Program by FpE Software, Inc.ooHYDRAULIC SUMMARY
FilE: A$TLRTFL o2/os/oL
!'TATER SUPPLY INFORMATIONStatic (psi)
Residual (psi)
e (gpm)
Hose (grpm)
System req. (Spn)
@ (psi )
Notes:
g = (Tab1e 2) 90" Standard Elbow1 = (Table 2) Tee or Cross (FIow Turned 90.)g = (Table l.) 90' Standard E1bow3 = (Table 1) Butterfly ValveT = (Table L) Tee or Cross (FIow Turned 90.)6 = (Table L) Gate Valve
1L8 . OO
94.00
9200.00
100. 00
157.86
LO4.67
Supply available: LL7.99 psi
Safety Margin: 13.32 psi
Maximum velocity in the system is: 35.94 ft,/sec
Continuity at all nodes satisfied to 0.01 gpm
Pipe Tl4)e Legend Fitting Tlpe Legend
CM = Copper Tlpe M
DF = American Dlma-FlowDl = Ductile Iron Class 5i.
FiIe: ANTIRTFL
Node
"THE" snrJrer progran by FpE Softwaf rnc.
Pressure
(psi )
Flow
(spn)
Elevation
( feet)
K-Factor
Page: 1
Area Density(tt' 1 (gpn/fta )
1
2
3
4
5
6
7I
9
10
1L
LZ
13
t4
15
16
L7
18
19
20
27
22
3. s0
3.50
3.50
3.50
13.80
L5.77
L4.67
19.80
20. s8
20.66
33.99
42.67
50.98
56.43
61.1.9
62.50
67.62
72.48
92.75
94.36
96.90
98.52
99.11
99. 13
LOz.04
1o4.67
13. 00
0. 00
13.40
L5.57
0.00
15.90
0.00
0.00
0.00
0.00
0.00
o.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
157 .86
s6.42
57.00
54.42
56.42
57 .00
56.42
57.00
57.00
42.50
42.50
42.50
42.50
34. 00
34.00
-6.00 SOURCE
''THE "File: ANTLRTFL
Sprinkler Prograrn by FPE Software,oollfl Diateter lype Fittings lelgth Eqr lelgth Tot leagth triction C-'Jalue(gpr) (irches) (feet) (feet) (feet) (psi/ft)
Inc.
page:
Pe Pf Velocity(psi) (psi) (ft/sec)
Segin tndlloile lfode
9
10
11
n
IJ
1a.lt
15
ID
1?
18
19
20
2t| tr0tE:
77
9.38
5,00
0,88
0.88
7 71
11.50
1{.50
19,00
2{ ,00
7,25
8.50
25.00
50. 00
10. 29
11 11
l5 .25
?.50
6.00
6.00
0 ,00
6 .28
0.00
0.00
0.00
3,68
0. 00
0.00
0.00
0.00
0. 00
0,00
0.00
8.68
2.03
5. {6
{.76
1.31
i.{4
{. 86
5.53
1.61
lqt
1 a2
0,59
0. 02
2.91*
8.0?
8.33
16. {0
9.61
9.87
35.94
21.24
10.1{
10.14
10.14
10. 14
10.1{
10.14
10.1{
10.14
7,70
7.10
r.26
1.2 6nlf"
11 (0
i
3
I
i3.00 0.81113.r0 0.811
26. {0 0. 811
15.57 0,011
15.90 0.811
57.86 0.811
57.86 1.055
5?.86 t.527
5?. 86 I .52?
10.58 16. {16.04 15.424.53 9.534.54 5.410.01 0.883.02 6,233.02 14.526.04 20.54
36.2t 55.2?
24.18 {8.186.04 13.296.04 1{.54
2{. 18 49 . 186.04 56.046.0{ 16.336.03 33.246.03 21.28
17.23 24.73
1{.20 20.20if.20 20.20
0.136 150 .0.25
0.14{ 150 -1.12
0.50{ 150 0.00
0.190 150 -0.25
0.197 150 -0.25
c!l
crl
cl{
cI
cu
cu
c!t
fI
ctl
cu
cx
c!l
cu
cll
crl
DF
DF
DF
117
2.22
4.80
1.03
0. 17
2ET
2E
T
T
l0 5?.86 1,52?11 57.86 t.527t2 5r.86 1.52?13 57.86 r.5271{ 57.86 t.527l5 57.06 1.52116 57.86 1.t5217 57.86 r,7521E 57.86 2.22719 57.86 4.328 Dt E20 57,06 {.328 Df E
I
E
6E
281
I
I
{E
I
E
E
B6
2.152 150
0. 590 150
0.099 150
0.099 150
0. 099 150
0.099 150
0.099 150
0.099 150
0. 00 13.41
0.099 150 14.73
0 .099 150
0.076 120
0.076 120
0.024 120
0.001 120
0,001 120lle llor Dependeat Pressrre Loss Delice in the preceeding pipe acconnts for 2.89 psi of the total friction loss2L 57.86 6.340 Dl ?c33 100,00 8i.8{ 181.8{ 0.000 120 2.60 0.03
FilE: ANTLRTFL
Nozz 1e
Type &
Reference Location
trTHE" Spr inko ler Progran by FPE Software, Inc.
Pipe FittingSize &in. Devices
o
Pipe FrictionEqiv. LossLength psi/ft
Page:
Req.psi Notes
Flow
in
gpm
to
2
to
2
2
5
al
3.50
3. s0
? RA
3.50
13.00
13.00
13 .40
13. 40
0.00
26.40
15.57
15.5/
15.90
15.90
0 .00
57.86
0.00
37 .85
0.00
57 .86
0.00
57.86
0 .00
57. B6
U. UU
57.86
0.00
57.86
0.00
57.86
0.811
150
0.811
150
0.811
i50
0.811
150
0.811
150
n al l
r50
1.055
150
L .527
150
L .527
150
t.527
150
1.527
150
1 ( t'7
1s0
1 qr?
150
13.80
2.23
-0.2s
t4.67
2.22
1 14
2E
q
q
v
q
a
q
a
v
v
Y
v
q
Y
q
a
q
v
q
v
q
v
q
v
lgthzET ftg
tot
lgth
tL6
tot
lgth
ftg
tot
lgth
ffd--otot
lgth
ftB
tot
lgth
F fto
tot
'I ofh
E ftg
tot
lgth6E ftg
L(JL
IBth2ET ftg
tot
lgth
F fts
tot
lgthE ftg
+^+
lgth4E ftg
5.830
10.58
16.41
lgth 9.375ftg 6.04tot 15.42
0.136
0. 144
Pr 19 .80
190 Pf 1.03Pe -0.25
Pt 20.66
197 Pf 0.17Pe -0.25
Pr ?n <a
Lsz Pf 13.41Pe 0.00
Pt
Pf
Pe
Pt
Pf
Pe
5 .00
4.53
9.53
.875
.875
0.01
0.88
3.21
3.02
6 .23
11.50
3.02
14 .52
14.5
6.04
20.54
19 .0
2.4 77
JJ.II
24.00
24.t8
48. 18
7 .25
6.04
13.29
8. s0
6,04
14.54
2s .0
24.18
49.18
Pt
0.598 Pf
Pe
Pt
0.099 Pf
Pe
Pt
0.099 Pf
Pe
Pt
0.099 Pf
pe
Pt
0,099 Pf
Pe
Pt
0.099 Pf
pe
Pt
0.099 Pf
pe
33.99
8.68
0.00
42 .67
2.03
6.28
50.98
0.00
56.43
4.76
0 .00
61.19
1.31
0.00
62.50
L.44
3.68
ol.oL
4.86
Pt t5.77
0. s04 Pf 4 .80Pe 0.00
to
to
5
6
to
5
5
to
8
8
to
9
9
to
IU
10
to
11
11
to
T2
t2
to
13
13
to
l{
"THE'| SprinkleroFlou Pipein Sizegpn in.
Program by FPE Software,Inc.Fil'e: AilTLRTFL
Nozzle
Type &
Reference Location
Fitting
&
Devices
Pipe FrictionEqiv. LossLength psi/ft
Page:
Req.psi Notes
I4
to
t5
t5
to
16
16
to
L7
t7
Lu
18
18
to
19
19
to
20
20
to
2l
2l
to
22
0.00
57.86
0.00
57.86
0.00
s7.86
0.00
57.86
0.00
57.66
0 .00
57.86
0 .00
57.86
0 .00
57. E6 TG33
0 .099
0.099
0.076
0.076
0.024
0 .001
0 .001
0.000
72.48
J. )J
L4.73
92.7 5
1.61
0.00
94.36
2.54
0.00
96.90
1.63
0 .00
98.52
0.59
0.00
99.11
0.02
0.00
99.13
2.9t
0.00
102.04
0.03
2.60SOURCE
PtrI
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
q
a
q
a
q
a
q
v
q
q
q
v
q
a
q
a
L.527
150 E
L .527
150 E
L.7 52120 E
L.752LzO E
1. 11t120 86
4.328
120 E
4 .328120 E
FDPLD
6 .340
120
lgth 50.00ftg 6.04tot 56.04
lgth L0.29ftg 6.04tot 16.33
lgth 27.21
ftg 6.03tot 33.24
lgth 15.25
ftg 6.03tot 2L.28
lgth 7.5ftg L7.23
tot 24.73
lgth 6.00ftg 14.20tot 20,20
lgth 6.00ftg L4.20tot 20,20
lgth 100ftg 81.84tot 181.84
FDPLD =
2.89
llr
itl
ill
iiii
li
.:!'l' '
tlrl
iiil
llil
itilllll
illi
lilii
liil
I
ll
tl
ll
tl
u
'lrl
ti
tr
/iit
Hit
iilt
l:il
iiil
lill:l
ttr
iil
rlll
llil
iiii
iiii
iil
rl
ii
IJ
ti
::
lii
t!l
i\
I
o
i
F
at.
o
9o
F
JfuJ
IJ
u3f,
rco
I
arotl.
FlLlu,rvl
IC
aco
E
3
I
II
Nane :ANTLER CONDOMINIUMS
tocationl6S0 W. LIONSHEAD PLACE VAIL, CO. 81652Building :ANTIFREEZE SYS.
HYDRAULiC DESiGN INFORI.IATIOI{
v
[X] -ORDINARY HAZARD GROUP: iFIGURE: CURVE:
i{ADE BY:
Si{EET
f---Date:29 .jAN. 0L
System No. 4 REMOTE 1
Contractor:ABC FIRE PROTECTION INC. Contract No. C0010Calculated ByIMATT HALL Drawing No. i:P3e/6construction: [ ]-combustible [x]-Non-combustibre ceiling Height:8-0 Ft.
Occupancy:ORDINARY ITAZARD GROUP 1
.- SYSTE}iI DESIGN
Area of Sprinkler Operation:ENTiRE AREA * System Tylpe *
la^- -.: !--. .t Euensi'Ey:.i5 [X]-'dET [ ]-DRy [ ]-DELUGE [ ]-PRE-ACTIONArea Per Sprinkler:1-00 SQFT
Hose Allowance GPt!: Inside:
Hose A1Lo$rance GFM: Outside:250
Rack Sprinkler Allowance:
[X]-NFPA 13: [ ]-LT. EAz.
[ ]-NFPA 231 [ ]-NFPA 231C:
[ ]-OTHER (Specify):
[ ]-SPECIFIC RULiNG:
* WATER FLOW TEST *
Date & Time:
Static PSI: l-18
Residual PSI:94
GPM Flowing:9200
Elevation: -6
Location:
Source Information:
* SPRINKLER CR I{OZZLE *
i{ake: CENTRAL i-iodeL : GB-QRSize:1r'2 K-Factor:5.6
Temperature Rating: 155
[ ]-EX.HAZARD.
DATE:
* TANK OR RESERVOIR *
Capacity:
Elevation:
* WELL *
Proof Flow:
CALCULATION SM,IMARY
GPM Required:405.C0 pSI Required:tlT.2L
"C" Factor Used: Ov-erhead:150 Underground:l4O
-- WATER SUPPLY
.t PUMP DATA *
Rated Capacity:At PSi:
Elevation:
02/06/oL
rrTHErr Sprinkler Prograrn by FPE Software, Inc.oo
HYDRAULIC SUMMARY
File: ANTLRANT
WATER SUPPLY INFORMATIONStatic (psi)
Residual (psi)
@ (gpm)
Hose (gpn)
System req. (gprn)
G (psi)
Notes:
L18 .00
94. 00
9200.00
250.00
405.00
toz.2L
Supply available: LL7.93 psi
Safety Margin: L5.71 psi
Maximum velocity in the system is: 27.15 ftlsec
Continuity at all nodes satisfied to 0.01 gpm
Pipe T1rye Legend Fitting Tlpe Legend
CM = Copper Tlrlle M
DF = American Dlma-Flow
D1 = DuctiLe Iron Class 5L
5 = (Tab1e 2) 90' Standard Elbow1 = (Table 2) Tee or Cross (Flow Turned 90")3 = (Table 1) Butterfly Valveg = (Table 1) 90" Standard ElbowT = (Table L) Tee or Cross (F1ow Turned 90')
G = (Table 1) Gate Valve
File: ANTLRANT
', THE "
Flor Dialeter
(gpr) (inches)
Eegin 8ldfiode llode
" Sprink
o
lype Fitiirgs
402 {01 15.00 1.055 C}r E 10.00 3.02 i3.02 0.0{9 150 0.00 0.64 5.50{03 402 30.65 1.055 CU r t.25 ?.56 10.81 0.185 150 -0.11 1.99 11.25{03 {04 16.75 1.055 ct T 6.?5 ?.56 1{;31 0.060 150 -0.11 0.86 6.15{06 405 16.16 1.055 Cil E 10.00 3.02 13.02 0.056 150 0.00 0.?{ 5.93{07 {06 33.0t 1.055 Cl.t I 3.25 ?.56 10.11 0.212 150 -0.11 2.29 12.12{07 408 18.03 1.055 Clr I 6.15 ?.56 1{.31 0.069 150 .0.11 0.99 6.624i0 {09 11.76 1.055 Cil T 10.00 ?.56 1?.56 0.06? 1s0 0.00 1.18 6.52411 {10 36.5? 1.055 Cr{ T 3.25 ?.56 10.81 0.255 150 .0.11 2.76 13,{0411 112 20.03 1.055 Ct{ r 6.?5 ?.56 14.31 0.08{ 150 -0.11 1,20 7,35{07 103 {?.40 1.291 CU 10.00 0.00 10.00 0.155 150 0.00 1.55 11.62411 t0? 98.{5 t.521 Clt 10.0c 0.00 10.00 0.261 15c 0.00 2.6q 11.25fl3 {11 155.00 1.527 Cil B 2.50 6.0{ 8,54 0.611 150 0.00 5.22 27.15{l{ 413 155.00 1.527 CH E 1.00 6.04 ?,04 0.611 150 0.{3 4.30 27.t5{15 {1{ 155,00 1.527 Cr{ [ 1.50 6.0{ ?,54 0.611 150 0.00 {.61 27.15{16 {15 155,00 2.009 Ct{ E 12.83 7.56 20.39 0.161 150 0.00 3.2& 15.69'{17 {i6 155.00 2.009 c}t E 6.50 ?.56 14.06 0.i61 150 0.00 2,X6 15.69{18 4r7 155.00 2.009 Cil 2E 10,50 15.11 25.61 0.161 150 0.00 {.11 15.69{19 {18 i55.00 2.c09 ctr E 2.50 7.56 10.06 0.161 150 0.00 12.35* 15.69* ll0?E: lhe Flor Dependent Pressute Loss Derica in tbe preceeding pipe accorints for 1C.73 psi 0f the total fric'uion Lcss 'pf'{20 {19 155.00 t.009 c}l E 23.00 ?.56 30.56 0.161 150 12.57 {.91 15.69tzl 120 155.00 2.009 Ct{ 3E 73,00 22.61 95.6? 0.161 150 0.00 15.37 15.69122 421 155.00 2.009 cll 2[ 35;42 15.11 50.53 0.i61 1s0 0.00 t.lz 1s.69423 422 155.00 2.22t Df 86 7.50 17.23 21.13 0.1{7 120 C.00 3.6{ 12.1120 423 155.00 {.3t8 I}F I 9.00 1{.20 23.20 0.006 120 0.00 0.13 3,3821 2A 155.C0 4.328 I}F E 6.00 i{.20 2C.2C 0.006 120 0.00 4.29* 3.38i il0TE: lle Flor Depenilen'u Pressute L,oss Device in the preceeding pipe accounts for 4.10 psi of i.he to.ra] friction loss ipfi
22 21 155.00 6.340 Di Ic33 i00.00 95.34 195.3t 0,001 1{0 2.60 0.i3 1;58
ler Progran bir FPE Software, Inc.
Leng'.h 8qv l,enEih Tot lelgth lriciion C-t'alue(feet) (feet) (feet) (psi/ft)
page:
le Pf. VelocitJ(psi) (psi) (ft/sec)
"THE' Sfrfler Progran by FPE Softwaf Inc.
Pressure
t--.i \lPer,
File: ANTI.RANT Page: 1
Area Density(ft" ) (gpm/ftz )
Flow
\ },Pru,f
Elevation
( feet )
K-Factor
Node
401
402
403
404
405
406
407
408
409
410
,11.*l-r
413
4t4
415
416
4L7
418
419
42C
i -r .l
Ann
Ana
a.l
22
29.75
29.75
30.00
29.75
29.75
29.75
30.00
29.V5
29.75
29.75
30. 00
29.75
3C.00
29.00
29.00
29.00
29 .00
29.00
29.O0
-6.00
5.60E Car
E <^
E an
c ctr
E 'A
E Cl\
5.60
E af\
,1 1.En
n 1E?
i 1cn
0. 162
0. 178
0. 188
at oa
9.7C
8.95
8.33
9.C7
11.25
10.37
10.06
'tl -lA
13.89
19.11
23.84
28.45
31.73
33.99
38. r.C
50.45
67.93
83.3C
9L.42
95.06
95. r.9
99.48
ta2.2L
1 E at,1
.I E 4EI'J.I'J
0.00
1C arcIl(, . r' J
16. r.6
1E O1
18.03
L7 .76
I8.77
0.00
0..00
0 .00
o. o0
0.00
0.00
SOURCE
File: ANTLRANT
Nozzle
Type &
Reference Location
"THE" Spr er Progran by FPE Software, Inc.inkl
o
P
s
FIov
in
gpn
Fitting
&
Devices
Eqiv.
Length
Losspsi/ft
1pe
ize:-rlt.
o
Pipe Friction
Page:
Req.psi Notes
{u.|-
402
to
403
404
to
403
405
to
406
406
to
408
LU
409
to
410
410
to
411
4L2
to
411
403
to
407
407
LtJ
411
411
to
413
413
to
4L4
5.50
s.60
s.60
s.60
5.60
5.60
5.60
s.60
5.50
15 .00
1s.00
15.65
30.5s
IO. /J
15.75
16.16
16. 15
16.86
33.02
18.03
18.03
17.76
17.76
18.77
36.52
20 .03
20 .03
0 .00
47.40
0.00
98 .45
155 .00
0.00
155. 00
1.055
150
1.055
150
1.055
150
1.055
150
1 .055
150
1 AEE
150
150
1.055
150
1.055
150
L.lAL
r50
|.527
150
L.527
1s0
r .527
150
q
a
q
Y
q
a
q
a
q
nY
q
n.<
q
v
q
v
q
a
q
v
Y
v
q
v
Y
v
T
lgth 10.00ftg 3 .02
tot 13.02
lgth 3.25ftg 7.56
tot 10.81
lgth 6 .7 5ftg 7.56tot 14 .31
lgth 10.00
ftg 3.02tot 13.02
lgth 3.25
ftg 7.56
rot 10.81
lgth 6.75ftg 7.56tot 14 .31
lgth 10.00ftg 7.56tot 17.56
lgth 3.25ftg 7.56tot 10.81
lgth 6.75ftg 7.56tot 14.31
Igth 10.00
.c!- n ,tnr' LB U. UUtot 10.00
lgth 10.00
ftg 0.00
r n 'tnL(JL IU.VU
lgth 2.50
ftg 6.04tot 8.54
lgth 1.00
f tg 6.0t1tot 7.04
Pt 7 .L7
0 .049 Pf 0.64Pe 0.00
Pt 7 .82
0 . 18s Pf 1.99Pe -0.11
Pt 8.95
0.060 Pf 0.85Pe -0.11
Pt 8.33
0.0s6 Pf 0.74Pe 0.00
Pt 9.070.2t2 Pf 2.29Pe -0.11
Pt 10.37
0.069 Pf 0.99Pe -0.11
Pt 10.06
0.067 Pf 1.18Pe 0.00
Pt tI.24
0. 255 Pf 2.76Pe -0.11
Pt L2.79
0.084 Pf 1.20Pe -0.11
Pt 9 .70
0.155 Pf 1 .55Pe 0.00
Pt 1I.25
0.264 Pf 2.64Pe 0.00
Pr 13.89
0.6rr Pf 5.22Pe 0.00
Pt 19.11
0.511 Pf 4.30Pe 0.43
FilL: ANTLRANT
Nozzle
Type &
Reference Location
"THE" Spr
Flow
in
gpn
ipe Fittinglze &in. Devices
Pipe FrictionEqiv. tossLength psi/ft
inkl
o
P
S
er Program by FPE Software,Inc.
Req'
psi
Page:
Notes
4L4
to
4lJ
415
to
4t6
416
co
t+Lt
4t7
LU
418
418
to
4L9
419
io
420
.+ 1V
to
laL
1ZL
to
122
422
to
423
423
Lt,
av
20
to
2l
2l
to
22
0 .00
r55.00
0.00
155.00
155 . 00
155.00
155.00
0.00
r55 .00
0 .00
155.00
155 .00
0.00
155.00
0.00
r55.00
0.00
155.00
155 .00
r.527
150
2 .009
150
2.009
150
z,uva
150
q
a
q
v
q
Y
q
v
q
v
q
a
l.UtJa150 E
FDPTD
150 E
2 .009150 3E
2 .009
150 2E
2.227120 86
4.328120 E
4.328
120 E
FDPTD
6 .340
lgth 1.50
ftg 6.04
tor 7.54
lgth 12.83ftg 7.56tot 20.39
lgth 6.50ftg 7.56tot 14.06
lgth 10.50ftg 15.11
tot 25 .61
lgth 2.50ftg 7.56tot 10.06
lgth n.Aftg 7.56tot 30.56
Igth 73.0ftg 22.67tot 95.67
lgth 35.!+2ftg 15.11tot 50 .53
Igth 7.50ftg L7.23
tot 24.73
lgth 9 .0ftg 14.20
tot 23.20
l8th 6.00ftg 14.24
tot 20.20
lgth 100.00ftg 95.34tot 195.34
Pt
0.5r1 Pf
Pe
Pt
0.161 Pf
le
Pt
0.161 pf
pe
rL
0.161 Pf
pe
rL
0.161 Pf
Pe
n!rL
0.161 Pf
Pe
n!rL
0.151 Pf
Pe
0.161
0.147
0.006
0.006
23.84
4.61
0.00
28.45
3.28
0. 00
31.73
2.26
33.99
.t. rl-
38.10 FDPLD =12.35 10.73
50.45
4.)L
t2 .57
67.93
15.37
0 .00
83.30
8.12
9r .42
3 .54
9s .06
0. 13
0.00
95.19 FDPLD -4.29 4.18
0.00
99. L8
0. 13
2.60
ZL
q
Y
q
v
q
a
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
Pt
Pf
Pe
q
v
q
v
q
v
SOURCE
TG33 0.001
il
iil
irll
ilii
ilil
llil
iil
!iii
1
tto0
t
i40SO
n
i{ltn
t
-sos
ill
i:! |!ii:il
iii
:Ji:
::l.l
I
I
!Io
a
t
o
9.IF
Jf,o
J
(J
o
=:)
CCo
I
trou-
hu,r
1
!.
E
IJ
Fh
eo-
o
E
3
I
FI
RAUTIC DESIGN INFORMATION
Na.me : ANTLERS CONDOMINIT'MS
Location:680 W LIONSHEAD PLACE VAIL, CO. 81657
Building:NEtl ADDITION 4TlI FLR SALES OFFICES
Contractor:ABC FIRE PROTECTION INC.Calculated By:I'IATT ITALL
Construction: [ ]-Combustible [X]-Non-Conbustible
Occupancy : LIGHT IIAZARD
I{YDIt
SYSTEM DESIGN
[X]-NFPA 13: [x]-tT. HAz. [ ]-ORDINARY IIAZARD GROUP:
[ ]-NFPA 231 [ ]-NFPA 23LC: FIGURE: CURVE:
[ ]-OTHER (Specify):
[ ]-sPECrFrC RUITNG:
Area of Sprinkler Operation:540
Density: . L
Area Per Sprinkler:110 SQFT
Hose Allowance GPM: Inside:
Hose Allowance GPM: Outside:L00
Rack Sprinkler Allowance:
* WATER FLOW TEST *
Date & Time:
Static PSI:118
Residual PSI:94
GPM Flowing:9200
Elevation: -6
Location:
Source Information:
--- CALCULATION SI,'MMARY
GPM Requiredzt6?.42
'rCrr Factor Used: Overhead:150
PSI Required:96.20
Underground:140
WATER SUPPLY
SHEET
o---Date:3o JAN. 01
System No. 4 REMOTE 2
Contract No. C0010
Drawing No. l:P Jor 6
Ceiling Height:8-0 Ft.
MADE BY:
[ ]-EX.HAZARD.
DATE:
* TANK OR RESERVOIR *
Capacity:
Elevation:
* WELL *
Proof Flow:
* Systen Tlpe Ir
[x]-wET [ ]-DRY [ ]-DELUGE [ ]-PRE-ACrrON
* SPRINKLER OR NOZZLE TT
MaKe:CENTRAL Model:GB.QR
SLze:t/2 K-Factor:4.2
Temperature Rating: 155
* PT'MP DATA ?t
Rated Capacity:At PSI:
Elevation:
*zq-tpz__-
02/o5/oL
'rTHErr Sprinkler Program by FPE Software, Inc.ooHYDRAUTIC SUMMARY
FilE: ANTLR4FL
WATER SUPPLY INFORMATIONStatic (psi): 118.00
Residual (psi): 94.00
@ (SrBn): 9200.00
Hose (gpn): 100.00
System req. (Spm) z 162.42
@ (psi): 96.2O
Supply available: 1,17.99 psi
Safety Margin: 21.78 psi
Maximun velocity in the system is: 22.9! ftlsec
Continuity at alI nodes satisfied to 0.01 gpm
Pipe Type Legend Fitting TIpe Legend
CM - Copper Tl4)e M
DF = American Dlma-FlowDl = Ductile Iron Class 51
E = (Table 2) 90" Standard Elbow
T = (Table 2) Tee or Cross (Flow Turned 90')E = (Table 1) 90" Standard Elbo!,,
B = (Table 1) Butterfly ValveT = (Table 1) Tee or Cross (Flow Turned 90')6 = (Table 1) Gate Valve
Notes:
,File: ANTLR4FL "THE', Snrfler Prograrn by FPE SoftwaS rnc'
Node
Page: 1
Pressure Flow Elevation K-Factor Area Density(psi) (Spn) (feet)(ftz) (gpm/ft2)
20L
202
203
204
205
206
207
208
209
2t0
2Lt
2L2
zr3
2L4
2L5
2L6
217
2L8
279
220
22L
222
223
19
zo
2L
22
7 .18 11.2s 36.00 4.20 110.00 0.1028.81 0.00 35.677.00 11.1L 36.00 4.20 110.00 0.101
8. 87 0 .00 35. 6710.24 13.44 36.00 4.20 110.00 0.L2211.90 0 .00 35.679.49 L2.93 36.00 4.20 110.00 0.11812.27 0.00 35.6710.64 13.69 36.00 4.20 110.00 0.L24L3.L2 0.00 35.67r.7.55 0.00 35.672L.49 0.00 35.6725.86 0. 00 3s.6731.89 0.00 35.67
37. s8 0.00 35.6741.59 0.00 3s.67
61 .03 0.0064.43 0.0067.47 0.0082.13 0 .00
88. 13 0.0089.70 0.0090.38 0.0090.41 0.0090.43 0.00
93 . s7 0.0096.20 762.42 -6.00 souRcE
FiIe,: ANTLR4FL
"THE"
llor Diareter
(qpr) (iaches)
Begin Edtode llode
" Sprink
o
lype Fittirgs
202 201 11.25 0,811 Cil 2E 8.29 6.0{ 14.33 0.104 150 0.1{ 1,{9 6,9920{ 203 11.11 0.811 Cil El 9.42 ?.56 16.98 0.102 150 0.1{ 1,?3 6,90206 205 13.4{ 0.811 CU I 5.92 4.53 10.{5 0.144 i50 0.1{ 1.51 0.3{208 201 12.93 0.811 CU Et 12.00 ?.55 19.56 0.135 150 0.11 2.63 8.03210 209 13.69 0.811 CU I 11.08 t.s3 15.61 0.150 i50 0.14 2,34 8.s1201 202 11.25 0.811 Ct 0.58 0.00 0.58 0.104 150 0.00 0.06 6.99206 204 22.36 0.811 U 8.1? 0.00 8.1? 0.3?1 i50 0.00 3.03 13.89208 206 35.79 0.811 CU 0.t2 0.00 0.{2 0.885 150 0.00 0.3? 22.23210 208 48.?3 1.055 Ct{ 1.96 0.00 i.96 0.{35 150 0.00 0.85 17.88211 210 62.t2 1.055 Clt [ 3.42 3.02 6.{{ 0.688 150 0.00 4.{3 22.91212 211 62.t2 1.055 Cil E 2,11 3,02 5.13 0,688 150 0.00 3.9{ 22.91213 212 62,42 1.521 CU E 32.31 6.0{ 38.42 0,11{ 150 0.00 4,31 10.9{214 213 62.t2 1.327 Cil 2E 41.00 12.09 53.09 0.11{ 150 0.00 6.03 10.94215 2u 62.t2 1.527 Cil 28 38.00 12.09 50.09 0.11{ 150 0.00 5.69 10.9{216 215 62.42 1.527 Ct{ Bt 17.2t 18.13 35.3{ 0.11{ 150 0.00 4.t2 10.94217 2i6 62.42 r.521 Cil E 29.00 6.0{ 35.04 0.114 150 15.46 3.98 10.9{218 2t1 62.42 1.52? Cil E 23.83 6.0{ 29.81 0.11{ 150 0.00 3.39 10.9{219 zfi 62.42 1.527 CU E 20.?5 6.0{ 26,19 0.11{ 150 0.00 3.0{ 10.91220 219 62.42 1.521 Ct E 123.00 6.0{ 129.04 0.11{ 150 0.00 14.66 10.9{221 220 62.42 t.752 DF E 62.21 6.03 68.24 0.088 120 0,00 6.00 8.31222 221 62.t2 1.152 Dr E 11.83 6.03 1?,86 0.088 120 0.00 1.5? 8.31223 222 62.t2 2.227 Dt 86 ?.50 t7.23 24.13 0.02? 120 0.00 0.68 5.1{19 223 62.t2 4.328 Dr I 2.00 28.{0 30.40 0.001 120 0.00 0.03 1.3620 19 52.t2 4.328 Dr [ 6.00 1{.20 20.20 0.001 120 0.00 0.02 1.3621 20 62.42 {.328 Dr E 6.00 1t.20 20.20 0.001 120 0.00 3.141 1.36t t0TB: lhe llor Dependett Pressure [08s Device in the preceeding pipe accoults for 3.12 psi of the total friction loss 'Pf'22 21 62.42 6,340 Dl TG33 100.00 81.8{ 181.84 0.000 1?0 2.60 0,03 0.63
ler Prograrn by FPE Software, Inc.
o
length 8qv Lergth tot length lriction C-Value Pe(feet) (feet) (feet) (psi/ft) (psi)
Page:
lf Velocity
(psi) (ft/eec)
File': ANTIR4FL
Nozzle
Type &
Reference tocation
,,THE', Spr inklo er Progran by FPE Software, Inc.o
Pipe FrictionEqiv. LossLength psi/ft
Page:
Req'psi Notes
Flow
in
gpn
Pipe
Size
in.
Fitting
&
Devices
201
to
202
203
to
204
205
to
206
207
to
208
209
to
2L0
202
EO
204
204
to
206
206
to
208
208
to
210
210
to
2LL
21i
to
2t2
2L2
to
213
2L3
to
2L4
1,LV
4 .20
4.20
4.20
11.25
11.25
11.11
11 1r
13.44
13.44
12.93
12.93
13.69
13. 69
0.00
11.25
0 .00
22.36
0.00
35.79
0. 00
48.73
0.00
62 .42
0 .00
62.42
0.00
62.42
0.00
62.42
0.811
150
0.811
150
0. E11
150
0.81i
150
0.811
150
0.811
150
0.811
150
0.811
1.055
150
1.055
150
I nqq
150
L.527
i50
1.527
150
lgth
rL5
tot
lgth
ftg
tot
lgth
ftg
tot
lgth
ftg
f.rt
lgth
ftg
tot
lgth
ftg
tot
lgth
^ L6
tot
lgth
ftg
tot
lgth
ftg
8.29
6 .04
14.33
9. 42
/ . JO
16.9E
5.92
4 .53
10.45
12.00
7 .56
19.56
11.08
4.53
15.61
.5E
0. s8
8.17
0 .00
E.17
.42
0.00
0.42
1.96
1.96
q
Y
q
a
q
a
q
v
q
a
q
q
a
2E
ET
Pr 7.18
0. 104 Pf 1.49Pe 0.14
Pt 7.00
0.102 Pf 1.73?e 0. 14
Pt L0.24
0. 144 Pf 1.51
Pe 0.14
Pt 9.49
0. 135 Pf 2.63Pe 0.14
Pt 10.64
0.150 Pf 2.34Pe 0.14
ET
Pt
0.104 Pf
Pe
8.81
0.06
0. 00
q
a
tt
v
lgth 3.42ftg 3-o2
tot 6.44
lgth 2.71ftg 3.02tot 5.73
lgth 32.375ftg 6.04
tot 38.42
lgth 41.0ftg L2.09tot 53.09
Pt E.87
0.371 Pf 3.03Pe 0.00
Pt 11.90
0.88s Pf 0.37Pe 0.00
Pt L2.27
0 . 43s Pf 0.85
Pe 0.00
Pt 13.12
0 .688 Pf 4 .43
Pe 0.00
Pt 17.55
0.688 Pf 3.94Pe 0.00
Pr 21.49
0 . 114 Pf 4.37
Pe 0.00
Pt 25. E6
0.114 Pf 6.03Pe 0.00
2E
File,: ANTLR4FL
NozzIe
Type &
Reference Location
"THE" Sprinkler
oFlow Pipe
in Sizegpn in.
Program by FPE Software, Inc.
oPipe Friction
Eqiv. Loss
Length psi/ft
Fitting
&
Devi. ces
Page:
Req.psi Notes
2L4
to
215
21s
to
2L6
2L6
to
2t7
2L7
to
2L8
218
to
zLv
219
fottA
220
to
22L
22r
f,o
222
222
co
223
223
to
19
19
to
20
tn
2L
2t
22
q
a
q
v
q
a
0 .00
62.42
0.00
62.42
0 ,00
62.42
0. 00
62.42
0.00
62.42
0.00
62.42
0 .00
62.42
0.00
62 .42
0.00
62.42
0 .00
62.42
62.42
0.00
62.42
0.00
62.42
L .527150 2E
r.527150 ET
L .527
150 E
L527150 E
L.527150 E
| .527
150 E
|.752I2O E
1 7 \'.)
120 E
2.227120 86
4.328120 T
4.328
t20 E
4.328120 E
rDPtD
lgth 38.0ftg 12.09
tot 50.09
lgth L7.2Lftg 18.13
tot 35.34
lgth 29.00
ftg 6.04
tot 35.04
lgth 23.83
ftg 6.04
tot 29.87
lgth 20.75
f tg 6.0t+tot 26.79
lgth 123.0ftg 6.04tot 129 .04
lgth 62.21ftg 6.03tot 68.24
lgth 11.83
ftg 6.03tot 17.86
l8th 7.5
ftg 17.23
tot 24.73
lgth 2.00ftg 28.40tot 30.40
lgth 6.00ftg Ih.20tot 20.20
lgth 6.00ftg 14.20
tot 20.20
lsth 100.00ftg 81.84tot 18f.84
Pt
0.114 Pf
Pe
Pt
0. 114 Pf
Pe
Pt
0.114 Pf
pe
Pt
0.114 Pf
Pe
Pt
0.114 Pf
Pe
Pt
0.114 Pf
pe
Pt
0.088 Pf
pe
Pt
0.088 Pf
pe
Pt
0.027 Pf
Pe
Pt
0 .001 Pf
Pe
Pt
0.001 Pf
pe
Pt
0.001 Pf
Pe
Pt
0.000 Pf
Pe
31.89
5.69
0.00
37.58
4.02
0 .00
41.59
3.98
15.46
6i.03
3 .39
0.00
64 .43
3 .04
0.00
67 .47
L4 .66
0.00
82. 13
6.00
0.00
88. 13
L .57
0.00
89.70
0 .68
0.00
90.38
0. 03
0.00
90.41
0.02
0.00
90 .43 FDPLD =3.14 3.L2
0 .00
93.57
0.03
2.60
q
a
6.340
120
SOURCE
TG33
il
iiii!rirtl
r{i
rii
l:l;
t:r!
lll:
hr
iilii
iilli
iiili
iili
liii
ili'ill:
iiii
iiii
riill
liii
L'lll|| .
liti,
Iii
iliitlt'
rlti
illl
iIil
oAod
x
,nboo
li
tl
ii
:.att
iiill
liii
ll -rt
llrll
lilii
Fa
eo-
o
!
3
I
9IF
JfuJ
(J
Uff,
Eo
I
GoIL
hll,rvl
II(
E
t9
SHEET
o---
Date:3o JAN. 01
System No. 5 REMOTE 1
Contract No. C0010
Drawing No. FP'! *'6
Ceiling Height:12-0 Ft.
MADE BY:
[ ]-EX.HAZARD.
DATE:
* TANK OR RESERVOIR ?t
Capacity:Elevation:
* WELL rt
Proof Flow:
GPM
ncrt
--- CALCULATION SI'MMARY
Required: L66.17 pSI Required:1.09.66Factor Used: Overhead:150 Underground:140
WATER SUPPLY
* WATER FLOW TEST *
Date & Time:Static PSI: L18
Residual PSI:94
GPM Flowing:9200
Elevation: -6
Location:
Source Information:
* PT'MP DATA *
Rated Capacity:At PSI:
Elevation:
IC DESIGN INFORMATION
Name :ANTLERS CONDOMINIT MSLocation:680 W LIONSHEAD PLACE VAIL, CO. 81652Building:NEW ADDITION sTH FLR CONFERENCE RM.Contractor:ABc FIRE PROTECTIoN INc.Calculated By:MATT IIALLConstruction: [ ]-Conbustible [X]-Non-CombustibleOccupancy: LIGHT HAZARD
IIYDRAULt---
SYSTEM DESIGN
[X]-NFPA 13: [x]-tT. HAz. [ ]-oRDrNAny HAZARD GROUp:[ ]-NFPA 231 [ ]-NFPA 237C: FTGURE: CURVE:[ ]-OTHER (Specify):
[ ]-sPECrFrC RULTNG:
Area of Sprinkler Operation:558Density: .1
Area Per Sprinkler:105 SQFT
Hose Allolvance GPM: Inside:
Hose Allowance GPM: Outside:100
Rack Sprinkler Allowance:
* System TlPg *
[x]-wET [ ]-DRy [ ]-DELUGE [ ]-PRE-ACTTON
* SPRINKLER OR NOZZLE *
MaKe:CENTRAI Model:ASize:3/8 K-Factor:2.7
Temperature Rating : 155
hq+o--
02/05/oL
"THE" Sprinkler Program by FPE Software, Inc.ooHYDRAULIC SUMMARY
File: ANTLRSFI
WATER SUPPLY INFORMATIONStatic (psi)
Residual (psi)
@ (spn)
Hose (gpn)
System req. (gpm)
@ (psi)
118.00
94.00
9200.00
100.00
166.17
109. 66
Supply availablez !17.99 psi
Safety Margin: 8.33 psi
Maximum velocity in the system is: 11..59 ft,/sec
Continuity at all nodes satisfied to 0.01 gpn
Pipe Tlpe tegend Fitting Tlpe Legend
CM = Copper Tlpe M
DF = American Dlma-Flow
g = (Tab1e 21 = (Tab1e 2D1 = Ductile Iron Ctass 51 E = (Table 1
B = (Tab1e 1)
T = (Table 1)c = (Table 1)
Notes:
90" Standard Elbow
Tee or Cross (Flow Turned 90')90' Standard ElbowButterfly Valve
Tee or Cross (FIow Turned 90')
Gate Valve
"TlilErr Snrttler Program by FPE gettwazl Inc.
Pressure
(psi )
File: Al,lTtRsFL Page: 1
Area Density(ft2 ) (gpn/ft2 )
FIow
(spm)
Elevation
l reet)
K-Factor
Node
501
502
503
504
s05
506
507
508
509
510
511
5LZ
513
514
515
516
5L7
518
5L9
520
52!
522
523
524
19
20
2t
22
42.50
42.50
40.50
38.00
38.00
36 .00
42.50
42,50
40.50
38.00
3E.00
38.00
38.00
38.00
36.00
36.00
38.00
2.70
2.70
2.70
2.70
2.70
2.70
0.102
0. 103
0. 113
0. 100
0.102
0.1r.1
t-5.66
l_6. 1.6
17.54
t_8. E7
L9.22
19.63
1_5.t2
15.61
t6.97
18.30
r.8. 64
1 9.39
19.89
22.12
27.74
35.83
48.40
70.06
73.90
76.06
94.26
10r..02
LOz.89
103.64
103.67
103. 70
Lo7. 03
109. 66
L0 .68
10.65
0.oo
0 .00
11.83
0.00
10.50
10.66
0 .00
0.00
11.65
0. o0
0.00
0.00
0. o0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
t66.17
10s .00
105.00
r.0s.00
105.00
r.05.00
L05 .00
-6.00 SOURCE
File: ANTLRSFL
Eegin
tode
rTHErl
Flor Diareter
(Spn) (irches)
" Sprink
o
lpe littingsE!d
llode
Ier Progran by FPE Software, Inc.
length Eqr leagth lot Lergth frictioa C-tlalue(feet) (feet) (feet) (psi/ft)
502 501 10.68 i.055 CU E 16.00 3.02 19.02 0.026 1s0 0.00 0.50 3.92503 502 21.s3 1,291 CU I 5.21 9.07 1{.28 0.036 150 0.07 0.51 5.2850r 503 21.53 1.?91 Cil B 2.50 {.53 7.03 0.036 150 1,08 0.25 5.28505 504 21.53 1.291 Ct{ I 0.67 9.0? 9.14 0.036 150 0.00 0.35 5.28506 505 33.36 i.291 Clt E 0.50 {.53 5.03 0.081 150 0,00 0.41 8.18508 50? 10.50 1.055 CU E 16.00 3.02 19.02 0.025 150 0,00 0.48 3.85509 508 21.16 1.291 Cn r 5.21 9.07 1{.28 0.035 150 0.87 0.50 5.19510 509 21.16 1.291 Clt E 2.50 {.53 7.03 0.035 150 1.08 0.24 5.19511 510 21.i6 1.291 CU I 0.6? 9.07 9.14 0.035 150 0.00 0.34 5.19512 511 32.81 1.291 Cr,t I 0.50 9.07 9.5? 0,070 150 0.00 0.75 8.04513 512 32.81 1,5X7 Cl{ T 2.42 12.09 1{.51 0.035 150 0.00 0.50 5.75513 506 33.36 1.5?7 CU 7.25 0.00 7.25 0.036 150 0.00 0.26 5.8451{ 513 66.17 1.527 Cil E 11.58 6.0{ 11.62 0.121 150 0.00 2.23 11.59515 51{ 66.17 1.527 CU 2E 32.33 12.09 41.42 0.121 150 0.00 5,62 11.59516 515 66.17 1.521 CU 4E 39.15 24.18 63.93 0.127 150 0.00 8.09 11,59517 516 66.1? i.527 Clr 7[ 57.00 42,3t 99.31 0.12? 150 0.00 12,51 11.59518 5l? 66.17 1.527 CU E 35.00 6.04 {1.04 0.127 150 16,41 5.19 11.59519 518 66.17 1.521 Ct{ E 24.25 6.04 30.29 0.127 150 0.00 3.83 11.59520 519 66.1? t.527 CU 28 20.75 12.09 32.84 0.127 150 0.00 4.16 11.59521 520 66.17 1.521 Clt I 122.00 6.04 128.0{ 0.121 150 0.00 16.21 11.59522 521 66.17 1.7s2 Dr E 63.00 6.03 69.03 0.098 120 0.00 6.76 8.81523 522 66,17 1.752 Dr E 13.00 6,03 19.03 0.098 120 0.00 1.86 8.01524 523 66.17 2.227 Dr 86 7.50 11.23 24.73 0.030 120 0.00 0.75 5.4519 524 66,17 {.320 Dr T 1.50 28.40 29.90 0.001 120 0.00 0.04 1.1420 19 66.17 t.328 Dr E 6.00 1t.20 20.20 0.001 120 0.00 0.02 t.{421 20 66.1? {,328 DF I 6,00 14.20 20.20 0,001 120 0.00 3.33* 1,14
* [0?E:lhe llor Dependent Pressure Loss Device in the preceeding pipe accounts for 3.31 psi of the total frictiol 1o6s nPfn
22 21 66.17 6.3{0 D1 TG33 100,00 95.3{ 195.34 0.000 1{0 2.60 0,03 0.67
page:
Pe Pf Velocity(psi) (psi) (ft/sec)
File: ANTLR5FL
NozzIe
Type &
Reference Location
"THEtt Spr
Flow.:-rll
gpn
Pipe FrictionEqiv. LossLength psi/ft
Page:
Req.psi Notes
inko ler Program by FPE Software, Inc.o
Pipe
S ize
in.
Fitting
&
Devices
501
to
502
s02
to
503
503
to
504
504
to
505
505
to
506
507
to
s08
508
to
s09
509
to
510
510
to
5ll
511
to
5t2
512
L(J
513
506
EO
JIJ
513
to
514
2.70
2.70
L.lv
10,68
10. 68
10 .85
21.53
0.00
21.53
0.00
21.53
11.83
33.36
1n cn
10.50
10.66
2t.t6
0.00
2T.L6
0.00
2t.L6
11.65
32.81
0 .00
32.81
0.00
33 .36
0 .00
66.L7
1.055
150
1.291
150
1.291
150
1.291
150
1.291
150
1.055
1s0
1.291
150
L,29L
150
1.29L
150
L.291
150
I .527
150
1\r7
150
r .527
150
q
Y
Y
v
q
q
v
q
v
q
v
rt
lgth 16.00
ftg 3.02
tot 19.02
lgth 5.21
ftg 9.07
tot L4,28
lgth 2.50ftg 4.53rot 7.03
Igth .670
ftg 9.07
tot 9.74
Igth .50
ftg 4.53rot 5.03
lgth 16.00ftg 3.02tot L9.02
lgth 5.2Lftg 9.07tot L4.28
lgth 2.50ftg 4.53rot 7.03
Igth ,670ftg 9.07tot 9.74
lgth .50ftg 9.07
tot 9,57
lgth 2.42ftg 12.09tot 14.51
lgth 7.25ftg 0.00tot 7.25
lgth 11.58
ftg 5.04tot 17.62
Pt 15.66
0 .026 Pf 0. 50Pe 0.00
Pt 16.16
0.036 Pf 0. s1Pe 0.87
Pt 17.54
0.036 Pf 0.2sPe 1.08
Pt 18.87
0.036 Pf 0 .35
Pe 0.00
Pt L9.22
0.081 Pf 0.41Pe 0.00
Pt 15.12
0 .025 Pf 0.48Pe 0.00
Pt 15.61
0.03s Pf 0. s0Pe 0.87
Pt 16.97
0.03s Pf 0 .24Pe 1.08
Pt 18 ,30
0.035 Pf 0 .34Pe 0.00
Pr 18.64
0.078 Pf 0.75Pe 0.00
Pt 19.39
0.035 Pf 0.50Pe 0.00
Pt 19.63
0,036 ?f 0.26Pe 0.00
Pt 19.89
0.r27 Pf 2.23
Pe 0.00
q
a
q
Y
File: ANTLRSFL
NozzIe
Type &
Reference Location
"THE" Spr er Program by FPE Software, Inc.inkl
o
P
s
! l ort
in
gpn
rye
1?C
1n.
Fitting
&
Devi ces
Pipe FrictionEqiv. LossLength psi/ft
Page:
Req.psi Notes
514
to
515
515
to
516
516
to
517
517
co
s18
s18
to
519
s19
to
s20
520
to
521
521
to
522
s22
to
523
523
524
1.t t,
to
19
19
to
20
20
to
21
0.00
66.L7
0.00
66.L7
0.00
66.L7
0 .00
66. 17
0 .00
66.r7
0.00
66.r7
0.00
66.17
0 .00
66.L7
66.L7
0.00
66.r7
0.00
66.t7
0.00
66.L7
0.00
66.L7
L .527
150
]-527
150
L.527
150
L .527
150
L .527
l qn
L.527
150
| .527
150
1.752
LLV
r.752
120
2.227
120
4.32E
L20
4.328
120
4.328
L20
FDPLD
lgth 32.33ftg 12.09
tot 44 ,42
l8th 39.75
ftg 24,18
tot 63.93
lgth 57.00ftg 42.3I
tot 99 .31
lgth 35.00ftg 6.04tot 41.04
lgth 24.25
ftg 6.04
rot 30.29
lgth 20.75ftg 12.09
tot 32.84
lgth 122.00ftg 6.04tot 12E.04
lgth 63.00
ftg 6.03
tot 69.03
lgth 13 .00ftg 6.03tot 19.03
Igth 7.5ftg 17.23tot 24,73
lgth 1.5ftg 28.40
tot 29,90
Igth 6.00ftg L4.20tot 20.20
lgth 6.00ftg 14.20tot 20.20
Pt0.t27 Pf
Pe
Pt
0.t27 Pf
Pe
Pt
0.L27 Pf
Pe
Pt
0.127 Pf
Pe
Pt0.t27 Pf
Pe
Pt
0.L27 Pf
pe
Pt
0.L27 Pf
pe
Pt
0.098 Pf
Pe
Pt
0.098 Pf
Pe
Pt
0.030 Pf
Pe
Pt
0.001 Pf
Pe
Pt
0.001 Pf
pe
Pt
0.001 Pf
Pe
22.L2
5.62
0.00
27 .7 tl
8.09
0.00
35.83
L2 .57
0 .00
4E.40
5.19
t6 .47
70.06
3.83
0 .00
73.90
4. 16
0 .00
78 .06
16.21
0 .00
94.26
6.76
0.00
101.02
1. E6
0.00
102.89
0.75
0.00
103. 64
0 .04
0.00
103.67
0.02
0.00
103.70 FDPLD =3.33 3.31
0.00
2E
4E
7E
Y
a
q
a
q
a
q
v
I
v
q
Y
2E
B6
T
xTHEn Sprinkler Program by FPE Software, Inc.rsFL O o Pase:3
l{ozzle Flow Pipe Fitting Pipe Friction
Type E in Size & Eqiv. Loss Req.
File: ANTLRSFL
Reference Locatlon gpn in. Devices length psi/ft psi Notes
2l q 0.00 6.340 lstb 100.00 Pt 107.03to a 66.17 140 tc33 ftg 95.34 0.000 Pf 0.0322 SOURCE tot 195.34 Pe 2,60
o
eir
t.r'.tl.t
ll:
tl
':"'
:r.'
llll::'{
l!'l
I
I
I
I .t'lr.lr
liil
il:;
itil
l::
Irl:l:
l'l
ill.rl
ilil
lltl
iii!llr.llrl..rl
l;il
!lrll l
iltl
iiti
ilil
llll
tlil
il]i
!iii
lr:i
trl
':l !!lt't.t'
tl
ll
llt
'lrl:li:Itlr
'l'lrl
-
tl
tl
r1
lr
i;It
tl
tl
iiillll
Hi
lii
lll:
lill
t;rl
lit:
ti
'l
il
i!
il
! o r "$ lF r::,t F ltllttlslt-
o
9.IF
JfuJ
TJ
IJ
CCo
C(oq
Ft!
uJ
'f
vl
Io-
r(u
F
TE.L
o
$
{
I
FI