HomeMy WebLinkAboutB00-0116 LEGALALL PEt€TRATniF rnr9T BE PATCIED lN Al.l APFROVED mx{NER
Artlon: PA PARITAL APPROTAL
-INST tL DRA'FT STOPS BETWEEN UMT AND EXITr\rc ATTIC SP CE
+RO/IDE STRI.'C, ENGAFPRO/AL FOR STRI'C FRAI'E
.PROVIDE REPORT FOR STEEL FREPROOFf,{C}h$g.clof: JRiI ACTON: PAPARTIALAPPROVAL
FRh,Mn\|G PARTUL APPROVED FOR EAST STAR WAY zND FLOOR EtlCLOShfi. IECMI{CALSTUFTONLYlbm: 50 BlD$lnlt|mon
1IIM/0/1. hlcp€clof: CDAVIS AC{oO: PAPARTIALAPPROVAL
Gmmcnb: lNSt l.AllOfrl FOR SALES OFFICE AREA
11II3O1 InrD.dof: GRG Acdon: PAPARTIALAPPROVAT
Co|rtmsrl$ ld 419 Oofi|o 211) onfu, .ound |rlgulrton only (dbtlof w.ll dhlho ufuuc|d).fin1m hca.clofi' crFvt3 ' Acffon: PAPARTITUAPPRCwAL. ComrrrsB: unlt 5t9 ofilv12/801 ln|o.cb|l 'CDA\rF Ar0oo' PAPARTIALAPPROI/A
Conrn nt3: ItlfT4z3Ot{-Y@HQ, IN$.dOfi CDAVIS ACdON. PAPARTIALAPFROVAT
C.ommeds: LrNlT526 APPRO\GD
CORRECTIOT€ MADE IISTED ut\tDER FR MhG T.ISPECTIONbn: 60 BLDGShcafock N.[ " ADDrorred "
11n2n1 hroocbr: gRG " Acllon: PAPARTIALAFffiOVAL
Cmw|3ritr: 2nd lloor conldor c.lllno, 5 lna Earl mly.
11/15/01 Ifl|oochf: GRG - AcbN: PAPARTnLAFPROVAL
Conrfl.ote: 'Sdhs dtlc.' nqt to bmpomry conrfucilon ollhe, lomr Lr,Bl rt SE c.m€t of hrltskU, lmhdm to
toD d !0!kE11ll*)1 Inipcc|or: CDAVIS Acfron: PAPARTIi{LApPROVAL
Comrl3il!: [NT5t6Onil.Y
AL9O D[) A I F|oI.R @T.JSULT ON T@ PTIASST|GttEEOt ln g.doc eRG Arion: PAPARTI LAPPROT/AL!!!!!s: t nl516onry,g$d.ff as Tn'x' qyr|[., -
@,1@l@, lmDeclor: CDAVIS
Comnrnls: tA[T 5a6
GA6/02
Comrfi6r*3:
Co rrd3:ffil'"
"*r,TLAPPR'/AL
lzl0(}l rl|D.clor: GRG
mrncnlr: ttrl4l!3EW.srCommmB: t nl4!3 E yy. dxt of znd noor coddor odV.A.[on: PAPARTIALAPPROiI/AL'l2ll3lttl ln$ccloc _ -cd6rbcommd*r: rhdchock 2 brus rcat $dr towEdco'rnDhb cdlim acsemDtv
conDoad Frfilhd lor rMt mll rt gnd<c/lln dariioer 3rcl leinl corld.r1€ danfper 3rd hvo
3rd levd conld,orm||s r|rd c.finge
€od rnd fi/tJrr ponf|ou$ c.illnlF and welb appovnd tlam€ ftob hcs b.|n cpplhd to oxhlngolyd lnsuhtfon.bo lnddLdohnmod lnsuhtfon.bo lnddLdti h),i cofr lo.rd_rrourid rn ch.nhd-ducnqEk
OIlls{Jz, hr9.aroc CDAVIS
rfl rE r: 4TH LEVEL CORRIIComftEn03: 4TH LEVEL COnRDOR WALtS,CElLltlG AtlD MECtfAl,llCAL SlnFT
myOOm lmp.cbr: CDAVIS Acflon: PAPARTnLAPPROVAL
Conilndir: ADD ADDNTK)T*rL FASTEIT{iRS W}ERE THE PAPER OF THE DRYW LL FiAS BEEN RIPPED
DUE TO TtiE ATT CHI,E]'|T OF Tl'E FASTENERS LOCATED TO CLOSE TO TtE zuTT
hrl ducnratkft,r Ftlrcqlh mernh. LvdolH Pffi|hot.rA.ilbn' APAI'PRO\rED
EILII'IG AhID MECTIAI.IICA S}|AFT
Ac{on' PAPARThLA'PPROVAL
FERE THE PAPER OF THE DRYWALL FiAS BEEN R]PPED
FE FASTENERS LOCATED TO CLOSE TO TTE zuTT
JOINTS
ln o€cio.: CDAVIS} Ac0on: PA PARTIAL A:PROVAL
2T{D tEVEt EAST STTAFT WALL COI,|FLETEDlotDocbr CDAVIS Acdon' PAPARTI LAPPRO/A
STORAGE CLOSETS ON WEST EXIERIOR ELEVATPN APPROVED
lmnrctor: GRG Acilon'PAPARTIALAPPROVAL
Crea* to{ 2rd tloot !hb. w$t end.In$ecior: GRG Ac0on: l.lo l.lOTlFlED
Temponry {gkr rilt |h€rc. P.ul, suporlrfrrdsnt !.yt penn riont 3Llr3 .ro b .ll|l/e €lod 6/?t,' -" ADororrad -Inrp*tor: CDhMS Acdo'n: APTdTPRO\/ED
lbm:
6{2S/02
Co{flnql3:
t)4/od0:!
CommcrG:
70 BLDG-lrdm.
Ogll/Uot
CowncrG:
{rE13(n
Comm.nb:
90 ilJe'Hml
0EN1MI
REPTl31 Rlrn ICl: 1656
0&2&2002 Inspecton Reqgest Reportlng Page 196:56am -VAIL-CO=-TQWILOE__ _ ____6;lle!0---=_ -__'___yA||.-ca;roumnE__ _" ---_. --commenu: zulLDtre FAI{ Li\t+tRoVED FOR UMTS 42V419 0.K. TO ttlovE Ft Rt$nnE N.
OCCT.FANCY l.tOT ALLO,UED t NTIL APPROVAL FROM ALL DEPTS GMNTED
P.W
ALL
THE
cJo
rED WTTH THF PTIASE OF CONS}TRIJCTIOTI AAID I'VITH TTE
ALSOBE FIMLED.
A.don: COt{D APPROITEO/COiDIIONS
zull,lEssl€t RS
COI'PLETE RATEDASSEMBTY AT ?ND LEVEL WEST ENDCORRIDOR
lnrDcctor: CDAVIS Ac$on: Di.l DENIED
BEHltlD lilOtf,lTED
HEADEOARDS l,lOT PROPERTY COVERED ETC...
-PLAMSTIG
-rttl/.rEr,l ltltat I
SUBMTTTEDAhIDSUBMTTTED AhID A'FRO\/ED FRIOR TO AT{Y R'RT}
TO ri|ANt ITEMS NEED TOBE ADDRESSEDTO LIST
ln|Dsctor: CDAVIS Ac$on: Di.l DENIED
2NbAID3RD LEVEL CORRDORS AND UI{TS T.IOT READYATTHIS TilG.
ELECTREAL FINAL REOI'RED,FIXTT'RES I.IOT INSTALTED J BOXES BEH{
HEADBCIART}S NC'T PRCIPERLY COVERED ETC.,.
Incpo.lor: cdnlB A.don: tto l.fOTFlEDc.il't m*firu for Ps.eordon o( Tco lns9ac{hn znd snd $d floors sch.dul€d for 12nOOl
Al cofildo|g mrd bo cM end fimtclon podofinod
Fbe Dgl cpqoval rcqultrd
Plandrb fEil anrroval rcark€d
fublc wod6 .pDior,ll rr(f,ih.rt
Al rcdtoldlrE lilidad wltNn lhc nmru of .$..c on lhe bu|lldng.xhtbl touill ttt l wd J(b
t|tuCbaEfixtmd
S gffifgw]mlds d6b unlb dc.. t€$ttod to b. r|IirlLd
sailf cbrlno #flnbtlG rrutttd on all unlt dooG mrv o. trblhe
Thet wll b5 no l9provd of ix,cupaocy ln the tales oltlce aree r.frul tevl$d dtttlttgF.re r.cehnd
and tpprq,Ed by $g Town tor .g'as l$r|eE cnd zonlng FEu€8.
Uarw dher nffi'| ur{lnbhrd !t blr t}n€ and bo rndry lo mt
tn rftror: cd.v|3 A.{on' CONDAPPROVEIyCONDIT|oIIS
2nal and 3rd ttoor acco[f,ddon unils a]rd foors only
conduoo.lTCO
-ALL EXITS MUST BE ltl lNTAr€D FREE AtlD CLEAR AT ALL TtrlES. t,|c' FURT}€R
CONSTRI'CTIOI{ ACTMTY IS ALLCINA'ED AT AFFECT TIf TCOD PORTICINS OF T}E
ilmt: 5:D
12/17nI
Codr|IrerdB:
12t19El
Comm€il!:
l2tiltrol
ComrnarG:
PL/NNNG AND Pt BtlC YYoRKS APPRWAL REOURED
PROJECT TTUST COfttPLY TO APPRO/ED PLANS FOR 801-OA$. A tY REVISfl)NS iR ST 8E
}UBMTTTED AhID A'PRO\GD FRIOR TO AIIIY FT,RTHER CONSIIIIJCTIO}.I.
BIJIDIT.IG
{XTERIOR EORESS PATH OF TRAIGT MI'ST BE MAINTAhIED A}ID FREE ATD CLEAR AT
ALLTN|ES
-THE TWO BASEMENT LEVELS I.,IOT PART OF THIS PI{ASE OF CONSTRIJCTIOI.I I]'JST BE
CLEAREDOFA
TOAPPROVED
SPACES.THBC
T,SEALOJUED
AND }.IO USE OF A}'Y SORT ALLflI'ED,PRO'DE REVISION'IS
THE ADDITION.I OF ziD EXITS FROM THESE BASEiIENT
COi'ISTRI CTED OR RE\r|SED DRAWIIIGS ARE RECIEVI
OF VAIL FOR AATV USE. LACX OF COMPLIA,}.ICE TO TI.OS
'l MUST BE MET VylTHlN t0 WORKI'IG DAYS FCrRM l2E1O1. r'lO
CONSTRT,ICTIOT{S TEMP. OFFICE I.[.ITIL 2ND EXIT IS
SED DRAWI'.IGS ARE RECIEVED AND APPROVED BY T}€ TcnfUN
ICX OF COMPLIA,}.ICE TO TI.OS CONDTION COI,,LD RESULT IN
TI{E LOSS OFAT{Y OCCUPAI.ICY IN THIS BUILDIIG
-CLEA}.I UP REOUIRED ON zuILDI{G EXTERIOR
€On RETE CtEAl.l UP OF PARKIMi GARAGEfi/O304 lniDedot: COAVIS Ac'llon: APAPPRO/ED
CO|rrrMNb: .ITfI LEVET EHtfS APPROVED FOR OCCUPAI{CY
iIUST COIiPLETE SHEETROCK IN CORRIDO,R
OZJI4otr lr$D.c!or: CDAVIS Acllon: PAPARTIAIAPmOVAL
Cornmsnb: Fffi tOtt ER R€STURANT AREA SEATll.,lG lN 2NO tEVEt BASEMENT
.REriOvE FURMruRE FORr,l SELF CLOsll.|(t DOORS BETWEEN ATRUfi AND REruRANT
€OIIFLETE CONSITRUCTIOII CLEAN UP PRICR TOOCCUPAT{CY
fROVIDE DOCUiIENTATION FROiii ALARM MNTRACTOR THAT CERTFIES ALARM FOR
THISAREA
.FIRE DEPTAPPROVAL REOTXRED FOR SPRF.IKLER SYSTEM
-l}IE €XTERIOR STARS zuItT FOR SECOND EX]T ARE TEMPORARY OIILY. TI{EY MTJST
BE REIUIOVEDA'IID FERM, STAIRS INSTALED PER AGREEMENT WITH PIA}IIS\F DEPT.
llom: 532 PW-TEIF.C/O t'AeDrovr(t"
1?17ft1 lrsDe6t: tS Ac{ott: DNDEI,IIED
CommdrB: M'TREADY
1U19flJl ht!.cbr: [s AcUon: cONDAPPROvEDICof{DlTtlNs
Coflr.tF {i: mAINTAIN TRAFFI3 CONTROL lN NEEDED., ANYREAUNEDWORKINTIVINTERMOO.{THSMWTBEAPPROI/EDBYTOVPWA''DVAI.
PO.
SIDEWALK IN FRONT OF zuILqNG MAINTAbI€D BY SHAVI' CONSTRTJCTKIN OR VAL
IIOIJNTAS.I LODGE.
REPT131 Run Id: 1656
lnrpgq0on!9qqpt
CommsilE:
h|9.clof: 6ro|[e .Ac0on: DNDENED
TIil3 pql.cl b brbo InconrDLb b rPPrutF
hnr:hn:
har:[m:
lhm:
borl
537 PL ,l$Ft'l L
616 FRE-FbIACO
G39 PW.FttJAtC.rO
8O BID€.FHCO2t P|II$LCFounddonPhn
22 Plll$LCSbFhn
Run Id: 1656
' ,, . .\ l, .i_r,,,r
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i 11 |i1: :'
l'.;l ''"' ]'".'t 'i''ii-'- f "i i::'ii''
Jii ,,-ii;-r fii, i l.-i : ,- 1':t ':,li,tlt-..,* i'ti
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lr
March 7. 2003
'(Ar\ ^ tt,4t t
II L'F
l'lt,16 ^^,rTr0
$.fr!:';,{'oz
Town of Vail
Department of Community Development
Building Inspection
75 South Frontage Road
Vail, CO 81657
Attn: Charlie Davis - Building Official
RE: Vail Mountain Lodge
New Roof Assembly
Type II - I hour Class B
The U.L. assembly that is nearest to the conditions as constructed is Design No.
P502. This Design has steel deck (item 6), wood nailing strips (item 4), wood roof deck
(Item 3), waterproof membrane (item 2), and clay tiles (item l).
Our design is similar as follows:
Item 6 - Our steel roof deck is I Yz" deep not 3", however, ours is on steel beams
and purlins with additional air and insulation below the deck to compensate for the
shallower deck. Also, we have 2 layers of type "X" gypsum sheathing for the suspended
ceiline.
Item 4 - We used fire retardant wood nailing strips in lieu of untreated wood.
Item 3 - We used %" fte retardant treated plywood roof deck in lieu of 3/8"
untreated plywood.
Item 5 - We used foamed plastic is lieu of mineral fiber board. This substitution
is allowed in Design No. P5 l9 in conjunction with the gypsum sheathing on the roof
deck, item 28 and item 4.
38lt Nlerket Street, Suite Numbcr 380, San Francisco, CA 94111
phonc: 413.392.4433 fax: 415.392.4454 cmail: info@ResortDesign.com w w w . R c s o r t D e s i g n . c o m
Item I - We used copper roof panels, standing seam in lieu of clay tiles' The
copper roofing is non combustible as is the clay tile roofing, but much less weight for our
existing structure and also much tighter, i.e., no open seams.
Item 2 - We used rated "ice & water shield" in lieu of asphalt felts.
We feel that your concerns of wood nailing strips and wood plywood roof deck is
clearly covered by P502, with both incorporate in a tested assembly and that our
assembly exceeds the test because of the additional air space with fuIl insulation. 2 layers
gypsum (type "X") suspended ceiling, and fire retardant treated, nailing strips and
plywood. Ow substitutes of a smaller steel deck, foam plastic insulation, and copper
wearing surface are equal or better than the tested materials. The design no. P5 19 also
shows the assembly that resembles the pre-existing roof that we have modified with the
approved mitigations. The roofing layers all line up and tie the existing roof assembly
into the new assembly.
Please let me know if you have any questions or concems.
cc:Shaw Construction
Stan Cope
Ray
/ Jrn.lr-ot 00:3ian Frerl0ttl 0F v^lt cillallv 06vEt0PEllT t70r7n1l3 l.0n P.00a/002 F-$a
hGdtS
OFFICECOPY
bD-o&i$\ovcmbcr 14,2002
l'o'*nof Vail
DcPannctt Conmrrriry DevelctPmcot
Building tnqPction-
?5 S. Fronrage Road
Veil, CO tr657
Aun: CbarlicDavis, Building OffiGial
RX': veilMonntainlodge
Nc'r'Roof As*mt'lY
TYPc II - thour Ctass B (oininwn)
plcasc coasidcr our rEdcrsrrmding of rhe roof assenbl;r detaits as prcseutsd on ilrc
coosuucrion doc trrnehts -
Tbe stnrctue of r.he ncw rooft Ls fircry.oo{sccl!:.osi:C-5:*".t"""1$."*ff
H'ffi 'ff ,:]ff'ili"#il'i*TiJ;i'n-*"39y1i513";a;;'11;1ffil'g ffifl.::f;;"J#il';'d* ;;;Ji!ss in us'c
1 15gI#:L'
The fue ra:rd.anr trearcd PlYwooThe ttre relrl(uuu uearE r Pt] Evvr. e^rers
,uc,orii, it is nscd as blocking to
;.ttJ;. Thc firc rctardin: trcatcdplyrvood i: not 1 ------r .,. .,.,,,r.r ..rr firemAteners. I rle LllE rEtqrg.s-r'v=v-r-r----
eXpOSed tO SOUrcC Of lUe.
ii"iJtil. no.rur-^e and tte 6re racd shirrglcs' i'c' not
show a landard thal is relarivc to U'B'C'
:::::::"H,y#ffiiffikffin
cc: Sbarv Comtntction
!0! MrrLrr Strce t Src Ftrocirco. CA 9'l I !
Snir. Nsd.b.. tlo'
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Iessi\.t
nPanies.
it-e&te'.
,.s to h
pach end of overlap and to occur belorv joists As an alternate to the
Litient furring chinnets, Steel Framing Members* (lrem 8A) may be
used
., 6i""i ft .i"g t"lembers* - (Not sho!r'n) Mair runners nom 12 ft long
" ;;;A 48;.tk cross tees nom 4 ft long instatled perpendicular to
main runners and spaced 16 irr' OC Additional cross tees located b ln'
iio^ and on each side of rvallboard cnd ioints Main runners sus-
pended br min 12 SWG galv steel han6cr wrres sPaced 46 in uL
haneet ttiit"s to be localed adjacent to main runner/cross tee rntersec-
tions.
BPB AMERICA INC
- Types PDWH, PDWS
cHlCiGo METALLIC coRP -Types 650,650C, 670' 67T '
rn. Steel Frarnine Members* - (Not showni -- As an alternate to ltems 8
"- and 8A. Main- runners nom 12 ft long, spaced 48 ln -u- bnds ol-m"m
runners at walls to rest on wall angle, without attachment' wlth^l// to
j7a i". ena clearance. Primary crois tees (l-112 in wide across flange)
or cross channelt nom 4 ft long, installed perpendicular lo maln run-
ners and spaced 24 in. OC Additional primary cross tees or.cross cMn-
nels rcquired at each wallboard end ioint and E in' lrom and on eacn
side of wallboard end loint.-* -iiiM5i[ol.tc ivonlo It'tpusrntEs INC -rvpe, DFR-8000'
*C. Steel Framing Members* - As an altemate to ltems 4 uA anq dD.
^ il;i" -;;.t:.ross
le!'s, cross channels and wall an-gle as listed- below:"*;' 'M;i;li;.;rs
- Nom l0 or 12 ft lon& 15/16in or l-1./2-in'- *rJ" i*" t"ii"a 4 ft OC Main runnerisuspended by min 12
SWG ealv sieel hanger r', ires spaced 48 in OC Hanger wires to
b€ loc;ted adiacent io main runner/cross tee rnterectrons'
b. Cross Tees - Nom 4 ft. long, l-l/2 in' wide face' msta ed Per--
pendicular to the main runnei, spaced 24 in OC .When Batts
ind Blankets'(ltem 12) are used, cross tees sPaced 16 |Il u-'
Additional cross tees or cross channels used at E in trom each
side of butted wallboard end ioints The cmss tees or cross cian-
nels may be riveted or screw attached to the wall an8le or chan-
nel to ficilitate the ceiling installation
.. 'Ei*t'irt.nn.t"
- Noiir + ft long, installed Perytendicular.to
main runners, spaced 24 in. OC When Batts and blanl€ts' (liem
l2) are used, cr6ss channels spaced l6 in OC'
a. fr.li lnel;ot Channel - i'ainted or Salv steel angle with I in- l;';; ;iil^;i *ith t in. 1"g., l-9l16 in: d eeP- attached to walls
ui"p""."l"ior ."iting with'fasteners 16 in' OC' To.suPPort steel
fru'mine membet endl and for screw-attachment of the SyPsum
2OO3 FIRERESISTANCE DIRECIgIIY
wallboard.
CGC INTERIORS, DIV OF
CGC INC -TvPe DGL or RX
USC INTERlohs INC -Tvpe DCL qt EX' . . .
Gvpsum Board* - 5/8 in thick,4 ft wide; installed wrth lon8 olm€n-
si6ri perpendicular to furring channels and side ioints located I tt -trom
centei liires of ioists. Watlboard fastened to furrin8 channets wth.l ln
,
wallboard screb's spaced 12 in. OC, 3/4 and 3 in trom butted srde ano
end ioints. respectiielv End ioints attached to double channels and Pro'
i*i"'J "U.i* ti,itt S iri. wide'strips of 5/8 in. thick wallboard Wall-
board ioints mav be either crposed trr covered with ioint syslem ...
i';h;;'s-il i;;;^ft-M"r"u"L. (ltcm 8A, EB or 8c) are usid, wallboard
rnstalled with long dimensi(,n PerP('ndicular to cross tees with srde loults
."ni"i"a utons -iin -nnets in,l cnd iornts centered alon6 {mss tT!
Fastened to cross t(€s wiih I rrr' long wallboard screws sPaced ll rn L -
in the field and 8 in. OC alt'ng |nd toinls. Fastened to main runners wrm
i in.ln.* *ifiUo"ta "crc*s.p.,c"d nridway between cross tees Screws
along sides and ends of bt'.tlds splccd 3/h to 1/2 in from boaro eoge'
inaiointt of itt" tt""ts sh.rll bc staggcred with spacing betwcen ioints on
adiaient boards nut lcss lh.rn 4 ft O('',
BPB AMERICA lNC
-Tvpe FRPC.
ceNibler'r cvrsuM coMPANY -Tvpes c, lP-X2, II{-AR'
G.P GYPSUM CORP, SUB OF
GEORGIA-PACIFIC CORP -Tvpe 5. - - ---inrnntC HonrH AMERtcA'lNc -Tvpes LGFC-C, LGFC-
c/A.
NATIONAL CYPSUM CO - Types FSW-C, FSW-G'
-'
em-
s Per-
rr use,bv
it-
sn
red
,,' 48
nen-
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cd
ie
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r&
PABCO GYPSUM, DIV OF
iectrtc consr butr.ullc PRoDUcrs INC -Type c-
UNITED STATES CYPSUM CO -Tvpes C' lP-)Q, IPC-AR'
USG MEXICO S A DE C V -Tvpes C, IP-X2, IPC-AR'
Gvpsum Board* - - For use when Biits and Blankets' (ltem-12) and
St'eil Framine Members* (ltem 8C) are used - 5/8 in thick,4 tt.wrde;
installed witlilonq dimension perpendicular to cross t€es wlth slde
ri"ii.""t"*a alo'ng main runireri and end joints centered along cross
iees. Fastened to cross tees with I in. long steel wallboard s(rews
spaced 8 in. OC in the field and 8 in. OC along end tornts.fasteneo to
nlain nurners with I in. long wallboard screws sPaced midway . ^ .-
between cross tees. Screws along sides and ends of boards sPaced J/u
to 1/2 in from board edge. End ioints of the sheets shal be staggered
9A.
LOOK FOR'THETUU'MARK ON.PRODUCT
557
with spacinq betrveen joints on adlacent boards not less than 4-ft OC'"'-' E;NXDiAN
-Cipsuru
coir{PANY -rvPes c' IP-4'-lqq AR
iwiiio's-reies cYpsutl co -TvPe;-c, IP-xz' IPc-AR'
u3'c rtlooco s A DE c V -Types e, tl:x2;IPq:4+ ..
10. Screw Wallboard - Case-hardened steel' 1 in' lon&.u'l5u rn qram'" in"Jl*u-ariffins and selFtapping,0 335 in diam.PhilliPs tyPe head'
Screw heads may-be either exposed or covered wllh ,ornt cement'
11. ln lieu of ltems 2 throu8h 4''^ "';: c;ihi"; c"ncretelRoof ToPPing Mixture- - (Not Shown) -
Foam concentrate mi>.ed with water and l'ortland c€ment Per
manu(acturers specifications Cast dry density and 28day com-
;;;;;;;;;fili ;a min 250 psi, detdrmined'in accordanc€ with
hsrv c+si66. Min thickness ol cellular concrete topprtg
i"l'*""n iop ol a".r and boftom of foamed plastic may be 'iJt*i'tJiii 1". *hen 2 in or more of foimed Plastic.is us€d'
Thickness of cellular concrete above fgamed Plashc shax De I ln'-'--' eiesnzu-r coRP oF AMERJCA -iyPe II: Mix. #1 of
casi dry densitv 3e (+o1) l-0 qcf Y{ #2:t !T! EI:*-
tity loi*o"l alo pti tulii *r 6t cast dry density 47 (tor-)
s.0 Pci
e. ro"-"i h';;.'- (Not Shown) - Nom 24 by '18 by max 8 in'- Gd potv"w.""e foarn plastic insulation boards having a densrw
ili;.iili;, (pc0. Boirds placed on a 1/2 in thick laver of
;f;";;";;;iJnv coat dver the crest of the steel deck Each
i*Jution Uo"ta *,af contain six nom 3 in' diam holes orimted
ftt**l it*" "i tflt* holes each with the-holes spaced 12- rn,,OC'
traruverselv and 16 in. OC, lontitudinally As an alternale' Ine
io."tnJ ofiiti. imulation boardi may be omitted Plovided that a
-h;;i;;;;.ixture thickness ;f 2-1l2 in is maintained' as
;;t;; ftdti th"e surlace of the roof toPPing mixturc to lhe toP
of the steel form unit corrugations
il-ir".J f'f "r,i.' (BRYXi category in Building.Materials Direc-
u:*. f*."a fi*tl..iCCvW) catigory in Fir€ Resistance Dir€ctorv
for list of manufactur€rs
C. Wi;-M;h - (Not Shown) - No lg SWG galvanized steel wrre
- ;;;iJ i" form 2 in. hexagons ln addition' s-haight-No' 15 SWG
eahanized stecl wire woren into mesh and-spaced 3ln apart for
liiffness. Uestr installed at mid heiSht of lellular- co-ncrcte rayer
"U"i'"
tft" foamed plastic, or layer ibovt the deck if foamed plas-
tic omitted. lVithout attachment Parallel to suPPorts and over-
lapPcd 3 to 6 in. at thc sidt's'
o. Eifircated steel Deck - (Uncldssified) - (Not Shown). - Min" ;;; i';;;;. ""m 30 to 36 in wide corrugated units'.min 0'016
in. ti i.f, 1Nd. 28 gauge) galvanized steel Welded to all suPPorts
lr'ith 5/16 in. puddle welds, through weldultrv"*.gi'.li1l
welds located'at each side lap and not over'l5-ln. L)L^betw€en
side laps. Adiacent unrts oveilapped along each side .Side' laps of
;;."iir8 ilaC units welded bi securedtogaher with No' 12
br" l/2 in. long self-drilling, self-FapPing steel sclew-s truo:vay
#-;Gid"t sidc lip fasteni'ng n"ot required for 26 Msc
or heaYier steel deck.
rZ. Satt" aii'Bla"tets' - OPtional - Not Shown - When used ratings are*
lin;i"d'i; i Ht - Fnt u* niith steel Framing Members* (specfically
il; ot;il -'P.'m Board' (specificallv ltem, eA),- |1I-lT:Il':'
mineral rvool tri il.rss fibcr msulation bearing the UL Llasslncanon,
Markinx for Surficc Burning Charocteristics, havmt a tlame sPrcao
;;i;;;?;';l;;;;.d a s'ii'ke spread value of .50 or less lnsulation
fitted in thc conccaled space, draped over steel iramrng memDers/
svpsum $allboard ceiling mcmbrane
'Be'aiins rhe UL Ciassification Mark
Desien No. P502
Restrained nilmUtY Rating - 1 Hr'
Unrestrained Assembly Rating - 1 Hr' - - - --
Design loading to be govemed by dellection of U360'
I
t-v2'T-s'itin.l,
lo
rt
558 FIRE RESISTANCE BATINGS - ANSUUL 263 ,BXUVI
1. Clav Roofng Tiles - Nom 14by9by3/4itt.clay rooEng tiles, iner_lockins lips. wirh rwo nailins holk. N;* ;&h;i.i.if,;l?i'i-,,j.r,"ato roof with l-tl4 in. long gitv sreet baruea i$.iinl ^i,rJjjiii"iirows staggered +1,/2 in. - -
2. Base.Sheet - Asphalt satuated rag felt, Classified as Roofins Svs-tems. (-rcFu) See Roofins Mareriafi ril Sri;;;ir*i;;&"J;y".
of ,tr tb tutr or rwo tayers"of 30 lb fett. eir;iriJ't" -"i'j?r irii il+in. Jo-1g. ga!;teel baibed roofing nails spaced 30 i".-OC b";i;;*- and l8 in. OC across the sheets."Adlaceni ,f,""t, or"rf"Jo"j"a'n.'-3. Roof Deck_ Exlerior grade ptyl^/6oa, :lC ,n.'itr-i.i. ei[.i.il" .r"o,ot steel deck units with2_1/4'ir
r,e,a sr""r ".,.*iipi; # il:' l#:?.rJr;i,i:l'lHaTlr;fo6[r,^nlil]'0"field When optionil nailing strips (ttcrn4) or" u*a, pfy_Ji .i,.*r,
:ffiif1:"#iffi:T!,,0*i* * nairs spaced ro in. bc
"rons siie"
. I:jl':lg-S,Sp"; (Optional) - N_om 2 by 3 in. Dougtas fir tumber.>paced .appro-x.48 in. OC, pcrpendicular io stcel aecf Ata.hJ i.'
,ffi"::i!*.ir,1fi i{;{h,'1di-;ilff 1*',"TJ,:1"#:""
{tg. strips are used, boards placed b6hr"",i rna pqpnnai."f".i"'i",r-g' gJY_c+..I1!9_u!ArroN pRoDucrs rNc _permatite.
FIBREx TNSULATTONS rNc _FBx-bui"Uouid'"ii"iox Cup_
caF- MATERLALS CORp _GAFTEMp perlite.
,o^HN-s MANVTLLE rNrERNArroiGi ii\d'
" :,:l"fiiitst"li9*3Ji?f* ", st""r noor and Form trnits.* 3,47/2,
*'t',,11,1*,*':lr';jkrt";lbtril;'J*l*,-lffi 1g1r;
3ti,Tfr1t#fflj'e ;oints button-pun.r'"u ni','ii Jiog?ti;,u36,".
H. H_ RO-BERTSON _Types 5, 21.
" "..__rylLKER ,sysTFM_s_lNtq _rypcs 3N, H.'*1"idl[:{[,*f #-{}Hffqtr"r#ri#,Tru#'j"
ifl'X',"if:'Ii'T'#i:iTililgl'I' two |/8 in a'"* r'3[-.' iiil"i'"
rcys oy sreer a*i.,iJfiririf i"";f,S:; :*Xll,i.r,,ji J:;gl^l:t;;'1,:i,ai"both ends of lap wlth do"uble"strand.
"t m SwC i5i" ,i*i *r1".,.
{rTi}F^i:,'1 i:"#-'"1iT,"1'0.,i', rlii';il^r;,""',lffjf fi,:'J, jll "
iit$!i.{F,x.:l#i,y{ii$,f iTlltT;*:trur,t*:i:;.i,xg
rrc i:,yfi Jq[1,1fl q't.an:l.;Ulil"t ***[. r*[ f,
-
secured. to integral steel deck han
. rcrieo charnets not to excecd 24 -8er tabs' sP'rcing of l-[2 h cold
o f1ry"],i B9gd.- 5/8. in..thick,_atuminum foit backed, anached withfT:111;,9. p:T*.Ldicular lo furring chnnnor". wuiidol.a'i"ri"i"a
ii.'ii.ilF:}il:''":eH,,'ff ?:1i.Jiff ';T*r,T"ilg,xT,"""j1n wjde.by 5/8 in. thick, centered
iifll:J:td;iil&;i;;lf ,f li[i",,lli.#;:.ln:,1'
31*3""ttYt"St*fl toM PAN Y -ryPe c'
2OO3 .FIRE RESISTANCE;DIRECTORY
9.
_ i,i FlnE RESTSTANCE RATTNGS-_ ANSUUr28,{BXUV}
GEORGIA-PACIFIC CORp -Type 5. , . :1.: ,. .,:.r..
LAFARCE NORfi AMERTCA'IIVC _types lcrcc rcrc_C/A.LGFCC ICFC-
NATIONAL GYPSUM CO -T1pes FSI4r{,.FSWC,I, , t..ii ,PA Raral /'wDcrrM hrrr ^r ':. t,l; . PABCO GYPSUM, DMF : .,:)
1SJTSS9ASJT^q1-L^o.gv-c^ryo9uc1srxc_rypec.,il- '_ !11:ii
UNITED STATES GYPS{JM CO -Twe C. ,
:fi,#;{iilF""* j*j:lyf il.:,1ry!1ii0,,*r*1*treadrserr.
the wallboard.
HH? tr't.n.'iii.%U"n 1 u-ll,t;*;"* il".-d'' ff;"#;H{iru
il5ll'J,**l*o (not deeper than rzor t{ I ilrt" ii" "iil;,ff#;f..f
rPound.
qeeDer I
. 4r<w .uEdus rnay De expo68
Try.k g.y* either flus. h_sp
.Bearing the UL Classification Mark
Design No. P503 i'e:-? i'ri
Reshained Asiemblv Ratinc _ 2 Hr.
Unrestrained Ass€mbli Rating-_ 1-Lt2 Hr.
1. Roof Coverin$. - Coruisting of hot mopped or cold applcation matenals comparible with insulari6n(s) descriBdd herein whilf,;il;'L|ass A, b_or L covenngs. See Roofing Materials and Svsteirs
. . uueclory-t(oot Lovering Materials(IEVf).lA. In lieu of ltem l, roof c6vering corulsting of single-ply Roofing Mem.
lt:fj llj_: l,h:l.baltasted,"adhered or mechinici.rly atrachEd as per_mrneo under the resp€(tive manufacturer's Classificadon. See Fire
^ Kesrsance Lhrectory-Roofing Membranes (CHCI).. .tJH:a!9T:.Tte - Air dry densiry and srrengrh approx 50 pcf and
3 lt],-5.p-S1"9,y. Dry gypsum. mixture suppfed iir'bags coirtainurg- nor more than 5 per cent by weight of rn ood lhavines or ihios.3. Wire Jl,tesh - No. 19 SWC gatrist*t *i." r*i,t"O i?- tiiri-l{"*u"o*wun.z rn. srdes. ln addihon, straight 16 SWG galv steel wire woier,Inro rne mesh and spaced 3 in, apart as stiffenErs, Mi.:sh insta ed with_, our an_actunent and overlapped 6 in. at the sides.{. rorm.uoard -.Gypsuul Board* _ t/2by 32 by 95 in. End ioinS ofroTl 9oal,qs to be supported on 26 MSC steel tels 32 in. loni bv l in.' wrde by.3/4 in. high'itaced perpendicular to ana - U,iirJiri"n".g" *sub-Durlins.' C_ANADIAN GYPSUM COMpANy-Tvpe FB._ _ _ UNTTED STATES GypSUM CO _Tvoe iB.5. )ub-p!rllyI.-. folded sheet metal tees wiili a f,anse width of l_l/zrrt. or l-J,/4 rn. tugh, made of minimum 20 MSG saTvanizrd steel,
:l.i:*,13-ll_n * oc p€rpendicutar to ioirt, raiir,'U"tt"a *a o.i'l_rngov9r.lotsts^jtlg-s_laggered in adiacent rows. Tees attached to ioists wimwerqs or zU M5G gatvanircd steel clips. As an altemate, truis tee s,rb-pumns as tabulated below may be used.
10. ScreY.'
selfd
headr
11. ln lie..; A.
'Bea r
Subpurlin'I\De*17-2 "
2-T17-2r /2
2-r'17-2
t-5-17-2
00Gt1+2
6. Sfe,el Ioisls - Trpe l4J5 min size, spaced not more than 4 ft O.C. andweroeo to end supports.Z l:dplp - Confiriuous. sreel bars, 1,/2 in. diam, welded to top angieanq oottom chord ot each ioist.
8. Furring Channeli -_ & 26 MSG galv steel, 2_5/g in. wide bv Z/A in
^.ff1:f:.-"ji4 h;9C,,1arpendic"ular to lorsrs. Two co'uri-,of Gi^Scnannet.posltloned 6 in. O.C., 3 in. from each end ioint of wallboard.rnanne$ secured to-each joist with No. 1g SWG galv steel wle doublesrranq.saodte bes. channels spuced with adioinin? pieces overlaooed.6rn. ano bed together usins double strand oI,No. iB SWG galv sttie.lwire at each end of over.lio.
9. ct;rr-* il;;: "' i)I i{|',ru.f 4 ft wide; insraned witrr ione di;e,,-sron perpendtcular to furring channels with side ioints located"L.ft ftotrlcenter tines of ioisrs. wallboird fastened to f*riff
"t il;[;tli 1 ;r.,.
.wauDo(u. o s€rews spaced 12 in. O.C., 3/4 and 3 inl,from,butted gile' ano. eno Jonts,.rcspectively. End joints attached to double charureE and
. protected above with 3 irl wide strips of .5/g injhick.rtallboarC. &ta&
580 F|RE RESTSTANCE RATTNGS - ANSUU! 263 (BXUV)
'1. r
1A.
2.
ber ends and for screw_attaclunent of lhe gypsum wallboard _Painted or galvanized ste(*ltr' r *-r8gr'ia ;;ii?1 ""C"" with I in legs or channels
of *ili"; ri"rh;;";;r'r"u}.H' uu-ned to walls at Perimeter
CGC INTERIORS, DIV OF
CGC INC _Type DGL or RX.
_USG .INTERTORS INC _Type DCL or RX.,r,:Ip,'^::__Bo:'d. : fqr.ysg witl,s1""i.1," _.1. ila"ibers* ( | rem 12) _
*:?i{_ii,ti,i"fi
,:",11(:.Tgg"l1:1t;:kpg#:h,-
,ornts,centercd along main runheri and end ;oints cenieij';id;*
ff; ,li:i*ffi"tiil:i$ ;"r':'d:'::: with i-1l4 'In il;ivii '8 iisr"
oC,rn the nerd "r,[; ;;.ia. i#ijrlil%?:ii1""llJ""ilJ:#"11"tsna! b€ staggered not less than ,.'*' r".' tri6ugh
-i,,,,o j;y"lil-"[ \]ls''if l*f I"i#:,STj# ij]:,
:t-Tj rjr9yr, rp"SS.8 in. OC at butted end loinis ind,rz i". tt-i" u,"llio.^?l*$ "la irints ro be centered.along cross t"", _a U" if."i"TT or .+ tn. trom end ioints of irur", tuy"rl no_, oi*r"i, oriiliil9: 9r pgq{ end joinrs of each layer inarr ue rocaiJi'ii i" ffii".yT "g tr.Tq Bufted side ioints ol "ut". tuy". io u" oiiJt
"" "rii ir raii:fiil o"n* side ioints of inner tayer. Join.ts reatea "i-ieriiea"in
SIIAPTAN GypsuM coMpANy _Type C.UNITED STATES GypSUM CO _rvpe,6. -
USG.MD0CO S n oe C v _ryp. t.'' -
'tJ€anng the UL Classification Mark
Design No. p5l9
,Hx.?*#.{L*r',r-i:Tg*:'it
l. Roof Covering'- Consisting of.hot mopped or cold application mate_nars compatible with insutatidn(s) o"*ri6"a ["*r" *r"i,riiil.Jiil,'Ltass A, I or C coverinss.
See Roofing Materials and Systems Direcotry _ Roof Covering Materials
'"fifi[^,;il'r_ti';Tlf; ::itilgi:ff :lil",#:TgH[,J.[:fi f
.,
allached as permited under tt.,"l^"",;,) lJ'- i :;::'j:ll',Y"L;;il:$"f;l'i:L.H::,Jil:.:,",'Ir1'ffi ffi t",f :H::;"f o",.
2. Mineral and,Fiber Boards. _ 24 by 4g_in. min size, max size 4g by 96m
-to_be
applied in one. or more rayers. boarrls to be installed DerpcrFlllutar jo syps.rll wallboard direciion.with " a piiG ,iigii#,{ii ,"
i::l'iiil?-"'#,nfJo16'n:":l,y:tt'anonctJy"'..iii"By.i.-,,?"
;;5i1.,.$"fi *,:ilil",i:..ill;.1.,T:Iii'."i,ff lHllilll.ll,,"'"
ill"ffiJrr:ffrfiffi H*JIJ:I T b""dcd ro FvPsum wa U board or
nm,lja",r:*,:r[.*:",fi *tr".'r'r:"J*fi :i5#[ru:rf i"Haoortlonal la).,ers of insulation witl
o.q ) .adhesi've
-ma; ;;" #; il# r,i,li",;"lIji:T ?#l8f ;r.r"J:Jl,:irogether by mecharical fasteners.
BMCA TNSULATTON PRODUCTS INC _Rigid minerat fiber
GAF MATERIALS CORP -owENs coRNrNG
"r-rn,{'Bi
iljlt'a| fiber boards
|.Tll.s. -c9.Il!rl!c _Risid gtiss fifir boardsrAru rK tNsulATloNs'ittd_puroie"Ji"ra and paroc Cap_
gv.$l{.v1eq pof ysty'*" rr"^"J
ii:?i:l l*:" _IF;:.EIr,p"r.t:*:Plastic*.-
.
As an-alternate to ltem 2,
24.Roof Insulation -
:if ."i-r*sqi!i{iyq'tr"^i:ffi itff [':'f#liSilHii;,;'i.;;'h;riffii:H[::iJ"T#Hr,;'f;1ff i"ff^fl .".lii*.'thick Mineral an^dlF:_F:*.otemzlanac5"i,"al,,ii,'iuir,""iii""ti,lft -i,l.n""rLovenng (ttem 1) or single-ply Roofing Mernbrane (It*; I'Ai. Tli"
F|BE RESTSTANCE RATTNGS - ANSI/UL 263 (BXUV)
1 in. thick Mineral and Fiber_boards to be installed over the gyp_sum rr,allboard fltem 4). See.Foamed ptusti.. tOnVXi ."Lio.y ,othe Building Materials Drectory or Foamed plurtt.;'(CtViit ."t-
^_ $ory in the Fire Resistance.Directory fo, list of .rnliit .er".28. Foamed plastic* _ As an alternate io frc^ Z o, Za, poty.,!o.yu-
Tl1""j:ilfl_pL::tic insurarion board., n". +e uy'l.e o,.'6i _.,
iii:'iiiu:iil:tr#il:'ilii"J.',d:"Ji,T,ii'"'H_:11:T,i.ittuckness. Boards to be installed r,lirt "ra;o,nt"'ii.gg";J ; *^of 6 in. in adjacent rows. When apptied ^ ^"i" iir"Tr""-fir",each laver to be offser i, oottr aulitionsli;i;fi;""d;;;
of 6 in.'in order to Iao ali rornrs-
APACHE PRODUCiS CO
CORPOMTE -pvrox.ATLAS RoOFING C0RP -ACFoam II, ACfoam IIIBpB AMERICA INC _TvDe L. O_ - --'---: -*" "'
cARLISLE syNTEc tNi,,Dtv oF
CARLTSLE CORp _Types Hp, Hp-H, Hp_N. Hp_WRRESTONE BtnrDrN.c rncipucrsCo.-brv or
'l;?3,?TfiUgl$-?r91!B'*%r;rni::lx;,-
cAF MATERIALS CORp _lsotherm R ' --- *-
HUNTER pANELS L L C_H Shieldr?KilAll1gi:L,,Tenruariorel rNc _ENRGv 2,
LOADMASTER SySfi MS INC _Loadmaster polyisocya-
nurate lruulation
RIvtAX INC _Multi_Max FA, MultiMax FA_3.sTtvENs RooFlNG svsrbMs, biv'bi' "'
.. - lps ELASTOMERTCS COnp _ SrevenJiO ZOOOr :l:'"tjlg y"l".lat. _ (optional) _ v.yt fiil ;;;u'ailii
"ppri"a.
_,,^,fil8iiff flftifoK"ilhtfr#gmrr""t ouea"p[i.i.in.
e. uypsum uoard - (Classified or unclassified) _ Supplied in sheetsnom 2 by 4 ft to.l bv 12 ft bv no
fi tliJlj+;! ;:,ti i i',i.ii,"Tr'.i,li"d,,,.li.fi yili.::f,L,,,r.,r"lll,
l?:#:HT /,"il:# occ!' o'er (resrs of steel r6of deck'iit *a' ;o'"r
. See Gypsum Board (CKNX) cate8ory for name,s of manufacturcn.5. Sleel Floor and Form Units. _
m in o 03s in. ih i i [ ?ro i"i's"r,, i?",'":T$' [fli::o #_TltR,f o
$ij|.5n^";1"9 or "etdj attiching unirs to stipiorts sh"ti fi.i'"_.*a rzrn. L -. Adlacent units welded or secured togdthcr with w.. ijUu'iZZin. self{rilling, self-rappin,: steel *r"*", fOin.',5t'ii;;;;;.fir"rl:VULCRAFT, DIV OF
NU_CO_R CORp -Types 1.5A, 1.58. t.5BI, l.5FwHEELtNG-prrrs'Buncu sreeL ioiip, iirv orW.HEELING CoRRUGATING co _ iv# a, Bw] F, H*h
. Skensrh B, High Strensth, aw, ru. u"iiirn]i, U" "iiiJ?il6. Adhesive - Optional-_ May be appii"J u_#*,i-dr*L?li*j r*rdeck and gypsum wallboard in | /2 rn. r^/ide ribbons, 6 in. OC at 0.d gal
fe.. try tC ft. Mayalso be applied in t/2 .. *iao iit Uon o";.tt:u,u.4 gat per 100 sq ft.between gypsL,m wallboard i"J,Jp"iu"rr[i,"',,aDetween vapor barrier and miridrat and fiber boards, or.directlv ,
*Y.*1 gypru* boards and roof insularion rn,h; i;;;;;i{, "l#,Tf;t"t ",* be apptied at th" ,u-e iire l"i*.*[i"y"*'"i ilr
- ,. . BYC4_TNSULATTON PRODUCTS rNc/. F,recnanlcal fasteners _ (Not Stown) _ Any stecl nail or steel chp
t5i", j"ItiliFi-"ff f .f ti:*l'*:r.mi,'**i;ff :*ffi fl^,
_ . i :i' 1"#i:?.tif,tl';#L'::l'"T,H1 ^+t" u tiu.t?a ?'i;n; tilh:
/l1. nol Asphalt or Coal Tar pitch _ (Not Shown) _ May be used as an
:fJij,;r,?r"S,T,ffi ret.'reen lal,eis of roor inJurotion,aii ili"-*i,o
j lf:l-l_"1t";. rtpe rOKi,-mtn srze, sprced a max 48 h. OC.8. Steel Joists- Type tCiKi, min size, sprced a max 4g h. OC.e. Bridging - Steel bars, l/2 in. diam ,;r"fJ"a1o l"p ""i'bitio. cto.asot each ioist.0. Furring Channels - No.26MSG ealv steel 2_5/A in wi.loh,.7/a:_r urrrn6 Lnannels _ No. 26 vsc Aalv stecl 2-5,/g in. wide by 7/g in.d€ep; spaced 24 in- OC. perpendicdiar ro joists. frvo.u*Llf fui"nnchannel positioned.6 in.'OC;3 in. from each
"na oi*uffU"irj. Cir"'jonlrs lcug. to each joisr rvith No. 18 swds;l;rili;;;lJ"ulrii''shand saddle ties. Channels spliced below jj'ists with adl:oiruni oi"."":,"j:lfd .5 in. Charureis tied togerher widh a6rui" itr"i",ji,rl iii""., SWG gdlv_steel *ite"t eu.rr eni-3i;i:;ri;;.'""""'' Jrldrru r\o ro
rr. bypsum boardr - 5/8 in. thick, 4 It wid;, installed with long dimen-sion perpendicular to frirring channels with side ;oists iocai;i ?i'f,r_
:_"lll:i lh:. of ioists. wailboiid fasrened to fr".;;h;;;il;iih.i,*.
11u99u10 rrews spaced 12 in OC,3/4 and a -."rr.j- Uri[J,'ii" _aeno ,onts, respectivelv, End ioints attached to doubt;;;L;;; pro-tec-ted abov€ *irh.3 iri..wide'strips. of 5/d L. u'lii;il;;;;:#:f-board ioints may be "i*,". "i["iiii"J""n.ilji,'ririlfi!1,";fi. l" *
LIOK FOR.IHE UL,TIIARK PN.RRODUCT
iBxuv)
Lled over the gyp-
'RYX) categori'in
stic- (CCfrdf cat-
manufacturers.
' 2A, polysocva-
I by +S or Oe in.,
csum wallboard
n max overall
staggered a min
than one layet
yer below a min
.CFoam III
N,HP.W
l. Dry OF
' 95+FK", "ISO
ISO 300".
\IC _FNRGY 2,
rster Polyisocya-
\-3.
f 2000
rarier, applied
,rerlapped'2 in.
Iied in sheets
;eight 2.0 pcf.
tdhesive o-r laid
k with end ioinb
rufacturers.
rr corrugated,
r galv steel
I not exce€d 12
BPB AMERICA INC
-Tvpe FRPC, ProRoc Trpe C.
CANADIAN GYPSUM COMPAr.IY -Type C.
G-P GYPSUM CORB SUB OF
GEORGIA-PACIFIC CORP -Types 5, C.
LA-FARGE NORTH AMERICA-INC - Tvoes LGFC{, LGFC-
c/A.
NAIIONAL GYPSUM CO - Types FSW-C, FSW4.
PABCO GYPSUM, DIV OF
PACIFIC COAST BUILDING PRODUCTS INC -Twe C.
UNITED STATES GYPSUM CO -Tvpe C.
USG MEXICO S A DE C V -Twe e.
12. Screw. Wallboard - Case hardened sieel, 1 in lonp 0.150 diam shank,
selfdrillins and self-tappine 0.335 in. diam Phillips-tvpe head. Screw
heads mav-be either ex'p'ogfr or covered with ioint c6rirent
'Bearins the-tll Classification Mark
Design No. P520
Restrained Aseemblv Rating - 2 Hr
Unrcstrained Assembly ltati;g - 2 Hr
No. 12 bv 1/2
rg side .joints.
)F
,, E HiSh
Ptd/Pid.
s of steel roof
n. OC at 0.4 gal
rs 6 in. OC, at
)or barier, and
direoly
.r Darner ls
ayers of roof
or steel clip
ttach one or
sum board). As
{tly to the
re used as an
a rate not to
oc.
'ottun chords
le by 7/8 in.
ses of furring
rxrd. Chan--
e double
)ining pieces
rd No. i8
r long dimen-
ated 1 ft from
rls with 1 in.
ttted side and
mels and pro-
'ard. Wall--
i'stem. As an
1. Roof Coverine* - Consistins of hot moDped or cold application mate-
rials compatibTe with insulatiSn(s) descriEe'd herein whiifr provide
Class A, B or C coverings. See Roofing Materials and Systems
Directory-Roof Coverini Materials (TEVT).
lA. ln Lieu bf ttem I - Rool Coverins consistins of sinele-plv roofing
membrane that is eltirer uattasred. a"d-herJ;;';;h;ilfn'"tt".t "3 ut
Dermitted under the rcsoectivc manufacturer's Classification. See Fire
ilesrslance Drcctory - Rbofing Membranes (CHCI).
2. Cellular Concrele - Roofing Topping Mixture* - Foam concentrate
mixed with water and Portland cement per manufacturer's sPeclhca-
tions. Cast dry density and 28-day comiressive strength of min 190 Psi
as determinerl in accordance witti ASTM C495-66. Mii thickness of c-el-
Iular concrete toppine between top of deck and bottom of foamed plas-
tic mav be reduied tii t/a in. whin 2 in. or more of foamed plastii is
uscd. '
CELLULAR CONCRETE L L C--{ast dry density of 37 (+ or -)
3.0 pcf.
ELASTIZELL CORP OF AMERICA -Type ll; Mix #1 of cast dry
dcnsity 39 (+ or -) 3.0 pci Mix #2 of ca'si dry dersity 40 (+ or )
3.0 pcf, and lvlix #3 of cast dry density 47 (+ or -) 3.0 pcf.
3. Foamed Pl;stic* - Nom 24 bv 48 bti max 8'in. thick polystyiene
foamed olastic insulation boards havine a densitv of l'.1 lb der cubic [t
(pcO rnai. Each insulation board shall iontain sii nom 3 in.'diam holes
ririented in two rows of three holes each with the holes spaced 12 in.
OC, transversely and l6 in. OC, longitudinally. As an altdrnate, the
foamed Dlastic insulation boards ma-y be omiited provided that a mrn
roof topiing mixture thickness of.2-3/4:n.. is maiirtained, as measured
from the.suiface of the roof topping mixture to the top of the steel
rcrm urur cornrganons.
See Foamed Pl;tic* (BRYX) category in Building Materials Drectory or
Foaned Plastic+ (CCVW) categori ii Fire Resistince Directory for liJt of
manufacturers..
4. Wire Mesh- No..19 SWG salv steel wire twisted to lonn 2 in. hexa-. gons. In addition, straight N6. 16 SWG galv wire woven into rnesh and
altemate, nom 3/32 in. thick gypsum vmeer plaster may be aPPIi€d to
the entire surface of Classified veneer baseboard. Joints rcinJorced.
2OO3 FIRE RESISTANCE DIRECTORY
FIFE BESISTANCE RANNGS . ANSUUL 263 (BXUU
spaced 3 in. apart for stiffness. Mesh installed without attachment r
plndicular to lupports and overlapped 6 in. at the sides. As an alti'
nate,4 x 8-12114 SWG or 2x 2-74/'14 SW G welded wire fabric mav
used.
5 Steel Roof Deck- (Unclassfied) - Noncomposite desigl,15/"16,
l-5 / 16 n. deep galv units. Corrugated steel form units, nom 34 in.
wide No. 26 lvlSG min thickness. Welded to supports 15 in. OC. Ad
cent units overlaPPed one cormgation.
6. Steel Joish - Type 14K1, min size, spaced not more than 5 ft, 6 in
OC and welded to end supports.
7. Bridsins- In accordanc,i with SJI specifications. Min conlinuousl{/I ini angles, 1/8 in. thick welded to top and bottom chords of t
ioist at midspan.
8. Cold-Rolled Channels - 2 in. deep, No. 16 MSG cold-rolled steel,
spaced at 32 in. OC and attached tdeach ioist with No. 14 SWG gal
sieel wire.
9. Furrins Channel - No. 25lvlSG galv steel,2-318 in. wide by 7/8 r
deep, ipaced 16 in. OC, and 2 in. on each side of end ioints cif inne.
laver. Secured to each cold-rolled channel with a double strand of I
ld SWC galv wire. Adioining lengths of channels lapred 12 in. and
tosether ivith two dou'ble sh-and -wire ties, one at eath end of overl.
10. Gipsun Eoard'- Two layers nom 1/2 in. thick bv rE in. wide,
iniialled with lons dim€nsibn DerDendicular to furrine channels. In
laver positioned with end ioin6 siidway betw€en furine channels.
Sd-^ur;d to furrhs dunneG with I h. long Tvpe $12 scftws spacet
in. OC, and locatid 5/8 in. from side iointi ahh z in. from endioinr
Outer laver pocitioned with end iohts between furrinq channels. Er
ioints and side ioints offset ioints 16 to 32 in. from end and side loir
of inner layer. Outer layer secured to furring channels with i-5/8 ir
lone TyDe 912 screws 3paced 12 in. OC. Ena ioints of outer layer
atta"ch6d to inner layer irith 1-112 in. long Tyire G buele-head steel
screws soaced 8 in'OC and 3/4 in. from ind bf boards.
UNIftO SmfES GYPSUM CO -Tvpes C
'Bearing tlre UL Classification Mark
Design No. P521
Reslrained Assenbly Rating - 1. 1-U2 and 2 Hr. (See lt€ms 3A, 5,
58andB)
Unreshained Assembly Rating - 1, 1-U2 and 2 Hr. (See ltems 34,
5A. 5B and 8 )
l. Structural Steel Members'- Pre-hbricated light gauge steel tru-.
svstem consistinq of cold-formed, galvanized steel ihor? and web
ti'ons. Trusses Iabricated in various sizes. depths, and from va-rious
El.ro )otN-( Qer a=t
LOOK.FORTHE UI..TIARK ON PRODUCT
01-02-20m _ hrpocilon RqH8$l[cBorr0tu Pascc
R.quccEd Inspecil Drb: fY_cdneEfiy, Jull U2, NM' lmocdlqrAn : CD
SIbATIdnC.: 352 E IUEADOTT DRVAL, 352 E TEADOIT DR, VALATHLEIIC CLI'B
&D$eElges
Rcouebd lnroeoilodsl
{IOZO{B h0cbr: c(|Yb
Corrr|€ fi: cori€cfm8 mr(h
SubT)t : AC'Otl'
ut3:
Pftom: 97t}47&l$7
PhotF: 9l$384-51flt
Fhon : 9t&38,1-51ru
room fiorn 4Or b uppcr l.\r.l floor
- DFLORES
Acdon: PAPARTIII APPFO\IAL
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Coltlme|il3: DIrcT ROt,GH N BASETEilT A}ID LOWER IECI.uI{CAL AREA
SEAL ALL SEAMS rcN DUCTYUORK
l3mr 310 llEC+l-lledmlem: 3't5 PlfrE€cffinoIrm: 320 liEcFl€rturf, ]loo.h
ilsm: !80
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ilutr !il[ ffifl fi]bbrt rb cimplo rtlft ti3rbfy*8*l[SP1flL*': GCD
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PAPARTULAPPROVA
COMIIENb: SIJFPLY DIJCT FOR RESTAT'RANT BETWEEN GRD IINES 1t&12 O}I LhIES AE, & F5
lEcr+mbc.
lECH.Flt||lodlgtp lmp*br: CDAVltl Acllon: DN DEi.lED
Cofi$n ilr: FEID BAI.AI.JCE REFORT RECn IRED ON Fr,OD VEhlTl|'ATtOtl FltlAL BALtl{CE REPC RT
REOT'RED WIT}OhI THREE YYEEKS
Dt,CT II'RIP FOR. I.HR EiICTOSI.|RE FOR GREASE DI'GT Tfr'ST EE COT|FLETED AIO
SS}PECTED
IIC'OD SYSTEII g}IALL 1{OT BE t,sED I'I.TIL REhISPECTIOI,T OCCIJRS KTTC}CN Coc|fiIF
ts NoTAtLoYl,ED
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REPT131 R:n Id: Lt62
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R.qoeeEd ln3pecn D.b: Erldtt, Junc 20, axxl- lnao.c0fiArE : CDSfcAddncr: !52 E ilEADOWDR VAIL
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lhb D€mtr3 scoD. of wort. I lr|r co{rr.|umlc|bd on bcu.! 6 ||rE connrcftr. - DFLORES
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CO||ilI''NT ROIJTED TO C}I,ARLE,FUIiI!fl{G. PI'BLC T'UORKS A'D FRE FCN RA'EW,'APPRCR/TLS . DFlORES
Conm.nt REVISIOf*I TC) Sm ORAWSKIS ROUTED TCI PUBtlc WORI(S, Pltlfllslc ANO CI{ARLC FORcDAvts ,
;T ?r>rEJ tvt'^tt- nq /'1
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AtL COTSTRI.E'NOT.I ACTMTY MUST CEASE AAD TLL
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T.IOt.|SE OFKTTCHENC
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lmr: 60 BLDOfEU|hdon *ApnroruO"
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PIPARTUL I'.IS,PECTIOil
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, Aadon:
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10 BLttGFo.lhsJh
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rhr€rils: 4ilr-FtOOR I.nER|oR AfD EXTERIOR D€Cf SU88.Comrl€tils: 4ilr-FtOOR
lbm:
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COMOI.|I3: hF[i FRAS{G AT STEEL BEAM
REPT131 Run Id: 1108
llem: 592 PtV-TEtrlP.(ltolhn: 533 PUUVTTEMP. CVO
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PLAT$FbIAL CYO
FIFE.FIFIAL C/O
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GCD - AdON: PAPARTIALAPFROVAL
GRID LINES 9 TO 13 AhIDC TO E.
Actbn: APAPPR(XED
Acfronr APAPFROVED
0&2G2003 Pago E
Item: 60 BLDGSMoc*tlcll *nooom<l*
,1l16l0t2 hspecfr: cdnb' ' Ac{ofl: Pl PARTHL INSPECTON
Cornments: Lorrr lcyd d lhe Rorl. €rcefutr rtll
02/04/03 lnsecclof: GCD Arilon: PA PARTIqL APPROI/AL
Commenb: 2 U{YERS Or,l CEILI}.iG Al.lD I Oil WALLS GRF LFTES I TO 13 AtlD G TO K.
(}a0303
Coilun€nts:
091offt
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90 BLDfi-Fkld "17tzzttn
C,dnmenb:6{n BLDGT.mp.
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Comrn€nts: AL{- NSl.Jl-ATK,|\l.
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STEET FRE FROOFIh|G TIANY LOCATIO}IS W4THH RESTruMNT 2 LAYERS ryA
X I,SED
cd6rl$Aclbn: APAPPROT/ED
of iruc sd spFrovqd
9D{vtF
PLANNbIG FSUES MIJST BE COT'PLT
ALL CONSTRI CTlo|.I ACTMIY UUST
REMO\iED FROI'I RESTI RAIIIT
MEC}IAMCAT SYSTEM.FOR TYPE I G'MEC}IAMCAT SYSTEM.FOR TYPE I GREASE DT.|CTMSUT BE COTIPLETED
tlO USE OF I(ITCIEN COOI(II.IG EOt FIIENT ALLoiflEO uNTil- RES,ISP€CTKTN OF
ilEC}{ANNAL SYTEM
lnsDe$a: ro
mrirt ch.nBn
n€cdio rer ove Bond ri rrea and rrno.
Acdon:
$LY\f"rAcf,o.ri
liem: 5ii7
Item: 538t m: 539
n m: 540
REPT131 Run Id: 1108
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SubTlp.: ACOil
LN:Phoffi 97tH7&1987Ptffi: 0t$3€+51il,Ptroc 91$38+5t7lt
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REOIJNED WINil TtItEE WEEKS
NJCT TYRAP FOR I+IR Ei.ICLO€IJRE FOR GREASE T}I.|CT Ti,'87 8E COIFT.€TED ATO
IT{SPECIEO
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REAUTEO W|T}S,T IIIREE WEEKS
ELrCT UnAP FOR I-HR EtICLOCttE FOR OREASE Dl,rCT ltrsT BE CONTLETEDAID
ITfSPECTED
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CONTRrcTORS
CONTRACIORS
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MEMO
DATE:
TO:
FROM:
April 18,2001
Gary Goodell, Town of Vail
Steve Pavlisin, C-West Code Consultants
RE : VailMountain Lodge
Phases lll-V - Expansion & Renovation
CWJobNo.201084
Gary,
It's been a long time since you and I crossed paths in the course of our "careers"; back
in the early days of the CCEI. Since I am now doing the principal reviews on the
Mountain Lodge project; it gives me another good chance to renew our acquaintance.
Ron Drey mentioned that we were to have received a memo or letter from the architect
which would explain some of the history on this project. We haven't received the letter;
so we are approaching it with no prior knowledge. They have listed High Country
Engineering (Glenn Hoynoski) as providing a code analysis back in March of 2000;
which we also haven't seen.
There are some major issues needing resolution in the plans submitted; I thought we
need to inform you up front. Basically they are not 100% complete with the drawings;
but the issues are critical and will likely require follow-up, responses and revisions.
There seem to be existing non-conformities involving Type of Construction and
allowable height which may have already have been addressed in the project history.
We will define and include them in our report so that you can properly evaluate their
responses.
They are using Type ll - 1 HR construction; but the lowest 2 levels are borderline
"basements";which we think should be "Stories". These levels seem to fit both the 6 ft.
rule; and the 12 ft. rule as stories; i.e. the definitions involving finish grade around the
perimeter of a building. UBC 203 &220
They are attempting to modify some of the grades along the South side to bypass the
12' rule; but are leaving the entire South and West exteriors at more than 6' below the
Main Level. These sides comprise more than 50% of the total perimeter; which leads to
the conclusion of too many stories.
Unless the designers can accurately show conforming grades, the building is 6 stories
overall; and therefore grossly exceeding the allowable height (4 Stories) and Floor Area
in Type ll - 1 HR construction for the occupancies involved. Using Table 5-8, we would
classify the minimum Type of Construction as ll - FR.
Gary Goodell Memo
Vail Mountain Lodge
April 18, 2001
Pg.2 ot 2
The building is also situated on the site real close to property lines on the South and
West so that yard area increases are minimal. Also, an underground Garage extends
beyond the property line into the East Meadow Drive ROW. I wonder if this is on the
books as a variance granted some time in the past. The Meadow and Valley Drive
ROW's appear to be less than 60' wide; which may further limit the yard credits
applicable for allowable floor area. There is also a wetlands area identified on the
adjacent south side property; which might be regarded as a permanently dedicated
easement.
Drawings submitted for review are referred to as Phases lll - lV; presumably the
previous Phases | - ll have already been completed.
We willcomplete our reviews shortly (in a couple of days) incorporating these issues as
we see them.
Thank you.
C-West Code Gonsultants
2801 Youngfield Street, Suite 300
Golden, Colorado 80401
CC: Ron Drey, CW
Gary Nickerson, CW
Tele : 303 205-7860
Fax : 303 237-0023
E-Mail : steve@c-westcode.com
www.c-westcode,com
Frcm the desk of. . .Gory Goodell
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2801 Youngtlcld St Sult 300
Gold.n, Colondo 80a0t
TELE (303) m$7880 FAr( (3031425{n91
ErN#84.1361031
To: Town of Vail
75 S. Frontage Road'' Vail, CO a1657
Attn.: Mr. Gary Goodell
. Re: Vail Mountain Lodge
CWest No. 2O1084 SMP
InYoice No. 2439
lnvoice Date 21'MaY'01
Client: Vail
Reviewer: Steve Pavlisin
q" Cornolete
ro0%
Total Earned
Previously Invoiced
Total Due
Fee: $17,456.00
Permit Plan Review
4, Fee
1.OO%
Eec
$r7,456.00
Earned
$r7,456.00
$17,456.00
$0.00
$17,456.00
UO'|.
'O"TAIN
LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
Applicable Codes:
Drawings dated
Manualdated
StructuralCalcs
Architect:
Mech. & Elec. :
Contractor :
Structural :
Civil :
Fire Protection :
Code Consultant:
A. Occupancy Groups :
B. Type of Construction :C. Location on Property :
North : Frontage on East
East : Frontage on Vail
Basement Lower Level
Health Club Upper Level
Parking Garage
Restaurant & Kitchen
Main Floor
2nd Floor
3rd Floor
Penthouse Level
'1997 Uniform Building Code (UBC)
'1994 Uniform Plumbing Code (UPC) (97 IPC OK)
1998 lnternational Mech Code (lMC) (97 UMC OK)
'1999 National Electrical Code (NEC)
CABO/ANSI A117.1 Accessibility Standards (C/A)
(Per Town of Vail Adoption)
Town of Vail
C-West 201084
Code Review
Pg. 1 of 15
02t26t01
02t05t01
o4t04t01
Davis Partnership
Beaudin Ganze
Shaw Construction
Monroe & Newell
Marcin Engineering
All-State
High Country Engineering
B-1016
No Stamp
PE-l2082
No Stamp
No Stamp
PE22147
R-1 Apartments Units & Dwelling UnitsS-3 Parking Garage (Underground)
A-3 Restaurant, Bar, Health Club, LockersB Offices & Kitchen
S-1 Storage
ll - 1 HR Fully Sprinklered
Meadow Drive South : Faces Wetlands & Park
Valley Drive West: Mountain Haus Parcel
D. Summary of Floor Areas : These numbers have been calculated from lhe floor
plans provided. Note that floor areas are larger than the entries provided in the
Code Analysis on the lndex Cover Sheet of the review sets.
Floor Area (sf)
15,167
12,953
4,257
2,500
16,654
16,474
16,318
7,316
Floor Elevation
8155.33'
8164.83'
8164.83'
8166.33'
8177.33',
8186.83'
8196.33'
8207.33',
91,609
'l
Total Building
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
E. Height & Number of Stories : See Review Comment No. 1
Architectural Review
1. L 2-0 : The height of the building needs to be resolved with regard to total
number of stories above grade as altered by the new penthouse units added
to the top floor. UBC 506 & 3403
a) A 5-1 & L 2-0 : Area to be re-graded at the exterior spa pool will
leave this portion of the south yard at Water Elevation = 8160',
which is more than 12 ft. below the main floor at Elevation
8177.33'i thereby disqualifying the contiguous floor level as a
basement. UBC 220 & 208, Definitions of "Story" and "Grade.
b) The Penthouse additions thereby cause the building to exceed
the maximum allowable 4 story height for an R-1 occupancy in a
Type ll - 1 HR building. UBC 506 & Table 5-B.
2. L2-O: Verify that wetlands and park area on adjacent property south of the
building is public space usable as an open yard greater than 60' applicable to
floor area increase and fire department approach. Otherwise building has no
usable yard clearance to the property line on this side. UBC 505.1.1
3. L 2-0 : Building requires sufficient open yards on 3 sides to justify allowable
floor area on no more than 4 stories above grade. The parking garage and
Health Club Lower Level are considered below grade. UBC 505.1.2
4. A3-2:The existing underground Garage is shown extending beyond the
North property line into the street ROW at East Meadow Drive. Are property
lines correct as shown? UBC 106.3.1
5. A 3-3 : New Bedroom windows on north side open onto yard supported by
the Garage roof underground. Verify existing roof is adequate for emergency
rescue by Fire Department to all new windows on this side of the building,
including the new penthouse units. UBC 310.4
6. A 3-1 thru A 3.7 :The keynotes and general notes are the same on each
sheet. Since keynotes are not flagged on the plan; the new work of Phases
lll - V is difficult to separate from existing areas outside of the scope.
Town of Vail
C-West 201084
Code Review
Pg.2 of 15
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
Town of Vail
C-West 201084
Code Review
Pg.3 of 15
7. A 5-1 : South Elevation : Existing windows in South exterior wall of Health
Club Upper Level will require tempered safety glass if less than 18" above
new grade and panels unsupported greater than 9 sq. ft. UBC 2406.4
8. S 4.0 : Sec. 3 : Provide weather proof seal at steel bearing assembly on top
of existing concrete foundation wallto prevent moisture penetration into
building through areawell. UBC 1402
9. A 5-1 & A 7-10 : Wood siding is not permitted on the West Elevation on
exterior walls less than 40 ft. from property line. UBC 603.3.1 & Table 5-A
10. A 5-2 & A7-12: Wood siding on North Elevation at new dormers not
permitted more than 35'above grade. UBC 601.5.4 & Table 5-A
1 1. L 1 .0 : New exterior 1 :12 slope ramp will require a handrail on both sides.
uBc 1003.3.4.5
12. A 3-1 & A 6-4 : Two exitsfrom Basement between Grids 11-12 are not
adequately separated. 112the major diagonal of the basement area served is
approximately 98'; requiring 49' separation between the exit-access doors at
101 & 102. UBC 1004.2.3 & 1004.2.4
13. A 3-2 & A 6-5 : New Elevator opens into the egress route from the Restaurant
(Dining) area to Stair 208. The Elevator opening must be equipped with a
smoke and drafi seal; or be separated from the Dining Room by a Lobby.
uBc 1004.3.3.5 & 711.4
14. A 6-6 : Door 308C appears to be a non-conforming required exit for the new
Restaurant occupants from the lower level. Address door width at top of
stair, minimum width of exit discharge into courtyard between retaining walls;
and the unidentified gate at the end of the walkway. UBC 1003.3.1 .3,
1 003.3.1.5, 1003.3.1.8, 1 006.3.s.2
15. A 6-5 : The main exit from the Restaurant may be considered the doors
opening onto the Patio. Folding doors are not considered safe for orderly
evacuation during an emergency. UBC 1003.3.1 .5
16. A 6-6 : Door 3088 does not provide an adequate landing at the foot of Stair
308. UBC 1003.3.1.7 & 1003.3.3.5
17. A 3-2 : Dishwashing area is not permitted under enclosed Stair 308 above.
uBc 100s.3.3.6
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
18. Specs Table of Contents : The following Sections are noted as not included
in the project manual.
08000 Do'or, Frame, Hardware Schedules.
09000 Finish Schedule
10520 Fire Protection Specialties
Div. 15 Fire Suppression & Standpipe Specifications
Div. 16 Fire Alarm
19. Specs 08960 : Refers to Div. 8, Section for "Glazing"; not provided. ldentify
whether glass or plastic to be used at sloped glazing. UBC 2409 & 2603.7
20. A 1-'1 : Goordinate specifications and safety glazing requirements at doors
and windows subject to human impact. UBC 2406
21. Specs06105 :Part 1 .2. A4 & 5:Sheathing and subflooring may not be of
wood in Type ll- 1 HR building. UBC 603
22. Specs06100 : Part 1 .2. A1 & 5 : Equipment bases and support curbs may
not be of wood in Type ll - 1 HR building. UMC 308.3
23. Specs 14420: Calls for wheelchair lifts; not located on drawings. Use as an
egress component is limited by UBC '1104.1.4
Structural Review
24. Structural calculations use 40 psf LL for Residential balconies; same as
interior floors. Minimum 60 psf required by Table 16-A; greater with snow
drifting based on area snow loads. This includes the rooftop balconies
shown on Sheet A 5-1. UBC 1608
25. S 4.0 :General Notes :Snow loads callfor 100 psf at roof slopes less than
or equalto 3 : 12;and 80 psf at slopes > 3 : 12. Reductions may not be
applied for slopes less than 4.36:12: i.e. 20" from horizontal. UBC 1614
Mechanical Review
M1.1. Provide trip lever on wide side of handicapped water closet stall
(cABOiANSt 41 1 7.1 -1 992, 4-17.5).
M2.3, M2.4, M2.5. Required f ire rating of rated corridors and floor to floor
separation shall be maintained at alltimes during construction within
occupied building (UBC 710.1 1, 713.10).
Town of Vail
C-West 201084
Gode Review
Pg.4 of 15
26.
27.
VAIL MOUNTAIN LODGE Town of Vail
Phase lll - V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive Gode Review
May 14,2001 Pg.S of 15
28. M3.1. Provide reduced pressure backflow preventer in lieu of double check
valve shown on domestic water service (UPC 602.3).
29- M3.1 . 2" vent serving 4" P-10 floor drain is undersized and should be
increased one pipe diameter. 4" waste outlet normally requires minimum 2"
vent. However, excessive length of 2" vent shown requires pipe upsizing to
next recognized diameter (UPC Table 7-5).
30. M3.1. P-1 discharge piping is too small to be considered gravity drainage
piping. Specified 39 gpm equals 78 fixture units, requiring a 4" gravity drain
by UPC Table 7-5. All 2" PST piping from P-1 shall be rated for anticipated
flow and pressure (UPC 703.2, 710.5,7'10.7).
31 . M3.1 . Sump for P-1 shall be vented (UPC 710.10).
32. M3.1. 2" vent may not be reduced in size to 1-112" V (UPC 311.5).
33. M3.1. Provide cleanout on two 2" vents originating from grease interceptor,
following vent rise through grade (UPC 905.3).
34. M3.2, M3.3. 1-114" MG is undersized for gas load and length of piping to
kitchen and should be increased in size (UPC Table 12-4).
35. M3.3. Clarify gas flow rate at Hors Dourves Range (UPC 103.2.3).
36. M3.3. Minimum vent size at 4' P-9 and 4" P-10 equals 2" diameter (UPC
Table 7-5).
37. M3.3. Length of horizontal 1-112" V originating from P-8 at column lines U1 1
exceeds allowable maximum length (UPC Table 7-5).
38. M3.3. Providecleanout at Bath 114waste branch (UPC707.4).
39. M4.3, M4.5, M4.6, M4.8. Provide smoke detector within 5'0" of all fire smoke
dampers (UBC 71 3.1 0, 71 3.1 1 ).
40. M4.3, M4.4. Clothes dryer exhaust duct limited to 14' length with (2) two 90q
elbows (UMC 504.3.2).
41. M4.3, M4.4. Clarify outside air quantity to CUH-4 (UBC 1202.2.1).
42. M4.3,M4.4, M4.5. Clarify source of make up air to guestroom toilet exhaust
system (UMC 402.4).
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive Gode Review
May 14,2001 Pg.6 of 15
43. M4.3, M4.4, M45, M6.1, M6.2. Sanitary vent below fixture flood rim level not
allowed unless required due to structural conditions (UPC 905.3).
44. M4.3, M4.4, M4.5, M4.6. Provide combustion air to gas fireplaces (UMC
901.2, 901.3).
45. M4.3, M4.4, M4.5. All ductwork penetrations of fire rated occupancy
separation shall be provided with fire smoke dampers (UBC 713.10, 713.11).
46. M4.3, M4.4, M4.5. Existing solid fuel fireplace chimney vent dampers and
chimney construction shall be permanently opened and inspected prior to
conversion to gas use (UMC 813.2, 901.2).
47. M4.3, M4.4, M4.5. Clarify all natural gas pipe loading to fireplaces and
miscellaneous gas appliances such as ranges and boilers and totalgas loads
such that gas pipe sizes may be reviewed for code compliance (UPC
1217.0).
48. M4.6. 2 horizontalstorm drain is not a recognized size. Increase horizontal
storm drain to minimum 3" diameter (UPC Table 11-2).
49. M4.6. Length ot 1-112" vent above Bedroom 610A exceeds allowable
horizontal length and must be increased in diameter one pipe size (UPC
Table 7-5).
50. M4.6. Outlet of grease exhaust fans shall be located 24" above all building
construction within 10' (UMC 507.1 1).
51. M4.8. Ductwork may not remain abandoned above electric panels (NEC).
52. M4.8. Provide smoke detector in s.A. duct of relocated MAU-3 (uMC 608.0).
53. M4.9. Provide make up air to EF-4 in elevator equipment room (UMC 402.4\.
54. M4.9. Elevator equipment room shall have fire rating at least equalto
elevator shaft served (ASME A17.'1, 101.1 a).
55. M4.9. Provide fire rated duct cleanouts in grease exhaust duct systems
(uMc s07.s,507.7).
56. M4.9. Provide fire smoke damper at24" x 48" S.A. exit from duct shaft (UBC
713.10, 713.1 1).
VAIL MOUNTAIN LODGE TOWN Of VAiI
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive Gode Review
May 14,2001 Pg.7 of 15
57. M4.9. Provide minimum 3" high pad below condensing unit CU-1 (UMC
1 105.2.1).
58. M5.1. Check valves and gate valves at P-1 should be accessible (UPC
710.4\.
59. M6.2. Clarify size of vent from P/13 into riser P/14 (UPC 103.2.3).
60. Not Used.
61. FP-2. Pipe sizes shown are too small for pipe size schedule compliance.
Provide hydraulic calculations to justify pipe sizing (NFPA 13, 8-5).
62. FP-3. Provide reduced pressure backflow preventer on sprinkler piping with
glycol (UPC 603.4.18.3).
63. FP-3. Clarify missing piping at approximately column lines 3/M (UPC
103.2.3).
64. F3-0.1. Plumbing notes, number 11 indicates the need for gas pressure
regulator for each piece of kitchen gas equipment. Plumbing drawings
should be revised to show location of each regulator with appropriate venting
to atmosphere. (UPC 1218.0).
65. FS-1.2, FS1.3, FS-1PP. Food service drawings appear incomplete. Clarify
description of keynotes used on plans (UMC 1 13.5, UPC 103.2.3).
Electrical Review
66. General Comments (E2.1 through E3.5):
a) Document the complete electrical system one-line diagram and
load summary from the load panelboards back to the main
service to demonstrate compliance with NEC Article 220 and
NEC 215-5. Show wire and conduit sizes, equipment ratings and
the loads at each panelboard, distribution panel and the main
service. Document each component of load with the applicable
demand, continuous, and largest motor factors.
b) Document guest room panelboard loads and compliance with
circuiting requirements per NEC Article 210 and 220.
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & Vail Valley Drive Code Review
May 14,2001 Pg.8of 15
c) Document the available short circuit current and equipment short
circuit ratings for new panelboards and feeder replacements per
NEC 110-9 and 110-10.
d) The drawings are difficult to read, the background line weights do
not appear to be any different than the device line weights. Also,
the symbols in the legend on sheet E1.1 are heavy line weights
that make is difficult (at best) to distinguish the differences. In
addition, the symbol size in the legend is very small. For
example, the difference between GFl, isolated ground and other
receptacles is not distinguishable.
e) Fire alarm and detection system division 16 specifications are not
included with the construction documents. Document that fire
alarm system shop drawings will be provided per UFC 1007.3.1.
Also, document acceptance testing of the fire alarm system in the
presence of the chief and certifying to the chief that the system
has been installed in accordance with the approved drawings and
specifications.
67. E1.2. Reference notes 3 and 4 for street lighting. Document the power
source, load and feeder sizes to demonstrate compliance with NEC Article
210 and220.
68. E1 .2 and E2.3. Reference note 6 on E1.2 and notes '19 and 20 on E2.3
regarding X-MAS lighting circuits.
a) Document panelboard GH2 and H2 branch circuits and loads per
NEC Articles 210 and 220: reterence the above general
comments.
b) Document that weatherproof receptacles will be provided in
compliance with NEC 410-57(b); notes only call for termination of
circuits.
69. E1.2 and E2.7. Document panelboard SPA branch circuits and loads per
NEC Articles 210 and 220; relerence the above general comments.
70. E2.1. Reference flag notes 2, 4, 5, 6, and 7 and plan notes.
a) Document the one-line diagram, branch circuits and loads for
future MMS (multiple meter stack), panel W (panel schedule only
shown on sheet E2.1K), relocated H.C.E pad mounted
transformer, panel K1 and K2 (panel schedules only shown on
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation C'West 201084
East Meadow Drive & Vail Valley Drive Code Review
May 14,2001 Pg.9 of 15
sheet E2.1K), and downstream feeders from MMS to
condominiums GS-S, GS-6, C5-1 and C5-2; reference the above
general comments.
b) Document the one-line diagram and load for the elevator
connections to the club switchboard; reference the above general
commenls.
c) Document the circuit and load for the elevator pit lighting and
receptacle per NEC Article 220 and NEC 620-24.
7'1. E2.1. Document that the elevator pit light is not connected downstream of
the GFCI receptacle per NEC 620-24(a).
72. E2.1K. Reference kitchen detail2, food service equipment load schedule
and panelboard schedules:
a) Document the minimum circuit ampacity and maximum
overcurrent device for item number 2,treezer refrigerator system
(circuit K1-9,1 1), per NEC 440-35 and 440-22(c); 40A breaker is
shown for #10 conductors and load is 21.4A.
b) Document the feeder conductors for item 19, cook & hold oven
(circuit K1-23, 24), per NEC 240-3; a load of 38.5A (8 kW at
208V, 1-phase) with 50A circuit breaker.
c) Document that the feeder to item 37, booster heater (circuit K1-
20,22,24), complies with NEC 422-10;40A circuit shown and
equipment is rated for 33.3A (12 kW, at 208V, 3-phase, 33.3 x
1.25 = 41.6A).
d) Document that the feeder to item 41, ice machine (circuit K1-26,
28), complies with NEC 240-3(d); 25A circuit breaker shown for
#12 conductors and load is 12.84.
e) Document that the feeder to item 45, coffee brewer (circuit K2-5
,7), complies with NEC 240-3(d); 40A circuit breaker shown for
#10 conductors and load is 28A.
f) Document that the feeder to item 46, ice tea dispenser (circuit
K2-9), complies with NEC 240-3(d); a 25A circuit breaker is
shown tor #12 conductors and the load is 1.7 kW.
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
73. E2.2. Document the feeder source and load for the elevator pit lighting and
receptacle per NEC Article 220; only nearest 120V circuit indicated. Nearest
suitable 120V circuit should be identified by the design engineer.
74. E2.2. Document the feeder for the elevator machine room 210 receptacle
and lighting per NEC Article 220 tor compliance with NEC 620-23(a).
75. E2.2. Reterence EF-1 (stair 202). The 15A/3 pole circuit breaker shown
panelW-3, circuits 38,40, and 42, does not comply with NEC Article 430;
17.5A shown per phase.
76. E2.2. Reference flag notes 1, 6, 7, and L Load is shown added to panel
HG2 and the panel schedule with branch loads and load summary is not
shown; reference the generalcomments above.
77. E2.2. Reference flag note 2. Reference the area enclosed by flag note 2.
New circuits are shown to panel H2; however, they are not identified in the
panelschedule on sheet E2.8.
78. E2.3. Document new panelboards A and G1A branch circuits and loads per
NEC Articles 210 and 220; relerence the above general comments.
79. E2.3. Document panelboard H3 (flag note 6) and G2 (flag note 15) branch
circuits and loads per NEC Article 210 and 220; relerence the above general
comments.
80. E2.g, E2.4, E2.5, E2.6 and E2.7. Reference egress path lighting. Document
that the wiring for the emergency egress lighting and exit signs in corridors
and other egress paths complies with NEC 700-12(e) for unit equipment
wired to the same circuit as the normal lighting, and NEC 700-16 for two
lamps so that the failure of any individual lighting element will not leave the
area in totaldarkness.
a) E2.3. The F5 emergency cove fixtures in corridor 300 only have
one lamp.
b) E2.3. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
c) E2.3. Document emergency egress lighting in vestibule 344 and
stairs 308 per UBC 1003.2.9.2; nothing shown.
Town of Vail
G-West 201084
Code Review
Pg. 10 of 15
10
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & Vail Valley Drive Code Review
May 14,2001 P9.11 of 15
d) E2,3. Document emergency egress lighting over the exterior
stairs, outside of vestibule 344 at column lines F, G and 13, per
UBC 1003.2.9.2; nothing shown.
e) E2.3. Document emergency egress lighting in elevator lobby; see
flag note 6.
0 E2.4. Document emergency egress lighting in elevator lobby; see
flag note 6.
il Ez/ The F5 emergency cove fixtures in corridor 400 only have
one lamp.
h) E2.4. The emergency lighting and exit sign circuiting is not
shown in corridor 300;the normal lighting circuiting is also not
shown.
i) E2.5. The F5 emergency cove fixture in corridor 500 only have
one lamp.
j) E2.5. The emergency lighting and exit sign circuiting is not
shown in corridor 500; the normal lighting circuiting is also not
snown.
k) E2.5. Document emergency egress lighting in elevator lobby; see
flag note 4.
l) E2.6. The F5 emergency cove fixture in corridor 600 and hall622
only have one lamp.
m) E2.6. The emergency lighting and exit sign circuiting is not
shown in corridor 600 and hall622; the normal lighting circuiting
is also not shown.
81 . E2.3. Reference f lag note 16. The feeder noted from H3 to A does not
comply with NEC 240-3: #1 conductor (rated for 130A at 75 degrees C)
shown protected by 150A breaker.
82. E2.3. Reference panels H2 and H2A, f lag note 17. Document the one-line
diagram per NEC 215-5 (schedule shown on E2.8); reference the above
general comments.
11
VAIL MOUNTAIN LODGE TOWN O' VA|I
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & Vail Valley Drive Code Review
May 14,2001 P9.12 of 15
83. E2.3. Reference flag note 11. Document the branch circuit and load per
NEC Articles 210 and 220; note indicates connection of lighting to existing
circuit.
84. E2.4. Document panelboard G2, G2A, FF1, and FF2 branch circuits and
loads per NEC Article 210 and 220;reterence the above generalcomments.
85. E2.4. The location of new panelboard G2 does not comply with NEC t 10-26;
the panel is located behind corridor doors to elevator.
86. E2.4. Further document the location of panel FF1 at column lines F-11 and
document compliance with NEC 110-26; the panelboard appears to be
located behind a door.
87. E2.4. Document flag notes 13, 14 and 15 on plan; nothing shown. Also,
document the panelboard branch circuits and load per NEC Articles 210 and
220; reference above general comments.
88. E2.5. Document new panelboard G3 and existing panelboard PGS branch
circuits and loads per NEC Article 210 and 220; reference the above general
comments.
89. E2.6. Document new panelboard G4 branch circuits and loads per NEC
Article 210 and 220: relerence the above general comments.
90. E2.6. The location of new panelboard G4 does not comply with NEC 110-26;
the panel is located behind door.
91. E2.6. Reference flag note 10. Document the source panel for DC-S and
panelboard load calculations per NEC Articles 2'10 and 220.
92. E2.7. Reterence detail 2, MAU-4. Document the branch circuit feeder and
compliance with NEC ArticJes 220 and 430.
93. E2.7. Reference detail 2, AHU-1. Document the branch feeder breaker
rating and compliance with NEC Article 430.
94. E2.7. Reference detail 2, emergency lighting circuit for dining room 200.
Document the branch feeder and load of existing circuit for connection per
NEC Article 220. Also, document compliance with NEC 700-12(e),
emergency lighting not shown connected to normal lighting circuit.
95. E2.7. Reference detail 1, emergency lighting circuit for wine cellar, passage
and elevator lobby. Document the branch feeder and load per NEC Article
12
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
220;panel and circuit not shown. Also, document compliance with NEC 700-
12(e), emergency lighting not shown connected to normal lighting circuit.
96. E2.7. Relerence detail 2. A separate circuit is not shown for elevator
equipment room 210 per NEC 620-33(a).
97. E2.7. Reterence detail 1 , equipment CU-1 . Document the equipment load
and feeder rating per NEC Article 424.
98. E2.8. Reference the "Partial Main Level Electrical Plan" detail. Emergency
egress lighting is not shown for stairs 301 per UBC 1003.2.9.2. Even if the
stairs are not part of the required egress system they are an occupied part of
the building and may be in use; UBC 1001.1.
99. E2.8. Panel schedule H2A does not appear to be complete; document all
loads and the load summary per NEC Article 220. For example, circuits H2A-
19, 21 for equipment 101 is not shown.
100. E2.8. Reference the "Partial Main Level Electrical Plan" detail. Equipment
mark numbers and circuiting for 86, 90, 93 and 1 19-133 (with electrical loads)
are not shown on the plan. Document the circuits and loads to demonstrate
compliance with NEC Articles 210 and 220.
101 . E3.1 through E3.5, and E1.1 . Reference guest room details and lighting
fixture C4 located above tubs and showers. Document that the fixture is
"Suitable for Wet Locations" per NEC 410-4(a); not indicated on fixture
schedule sheet E1 .1.
102. E3.1 through E3.5. Reference guest room details. Document the circuiting
for all receptacles to demonstrate compliance with NEC 210-60; some
receptacles are not circuited.
103. E3.1 through E3.5. Document that the type C13 lighting fixture as used in
the balcony is "Suitable for Damp Location" per NEC 410-4(b);not indicated
on fixture schedule sheet E1 .1 . Reference detail 1. unit 313a on sheet E3.1
for example.
104. E3.3. Reference panel FFU414, detail 1. The panel working space is
obstructed by the laundry room door which does not comply with NEC 110-
26.
105. E3.5. Reference detail '1, unit 5158 electrical plan. Nothing but background
plan is shown; appears to be unfinished.
Town of Vail
C-West 201084
Code Review
Pg. 13 of 15
13
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
106. FP-2 through FP-7. Fire alarm system manual pull stations are not shown at
all stairs and exits at each level per UFC 1007.3.3.1.
107. FP-2. Coordinate elevator #1 and #2 shaft detection with the chief; nothing
shown.
108. FP-3. Document that the duct smoke detector in mechanical 209 is for the
AHU-1; unit rated for 6850 cfm. Document duct smoke detector for MAU-1
per UMC 608; unit rated for 7600 cfm,
109. FP-4. Clarify and document the magnetic door hold open and smoke
detector location shown at the bottom of stair 328; no door shown on
architectural plan sheet A3-3. Door schedule for project is not provided.
1 10. FP-4. Clarify and document the magnetic door hold open shown at column
lines G-12; document what doors hold open is applied to. Also, no smoke
detection shown.
111. FP-6. Coordinate and document the corridor double door at column lines G-
4;the location does not match the architectural drawing A3-4. Also,
coordinate the additional magnetic door hold opens shown in corridor 500 at
column lines G-5, G-7, and at the top of the stairs at approximately G-10.
112. FP-7. Coordinate and document the floor plan background between
column lines G-2 to G-5; the floor plan does not match the architectural
drawing A3-6.
113. FP-7. The smoke detector at column lines F-5 in corridor 600 does not
provide coverage all the way back to the door at column line G-4 per NFPA
72,2-3.4.5.1.2 & UFC STD. 10-2; the distance to the door exceeds 21 teet
from the detector.
114. FP-7. Fire alarm system visible notification devices are not located within 15'
of the ends of corridor 600 (near column lines F-5 and F-9). CIA 4.26.3
1 15. FP-7. A fire alarm system visible notification device is not located in the
elevator lobby 616 per UFC 1007.3.3.3.4 & ClA4.26.3
GWest Code Consultants
2801 Youngfield Street, Suite 300
Golden, Colorado 80401
Tele : 303 20$7860
Fax : 303 237-0023
E-Mail : steve@c-westcode.com
www.c-westcode.com
Town of Vail
G-West 201084
Code Review
Pg. 14 of 15
14
VAIL MOUNTAIN LODGE
Phase lll - V: Expanslon & Renovatlon
East ltleadow Drlve & Vall Valley Drlve
May 14,2001
Town of Vall
G-West 2010&f
Code Revlew
Pg. 15 ol15
Distribution : Gary Goodell, CBO,TOV
George Ruther, AICP
Ron Drey, CW
Gary Nickerson, CW
15
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Gary Goodell
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Page l ofl
Gary,
Here is our Plan Review Fee calolation lor the Vail Mountain Lo@e. Thanks!
Gary Nickerson
Valuation $9,500,000
Permit Fee $5,608.75 for first $1,000,000
$26.775.00 for balance at $3.15 per
$32,383.75 Total Permit Fee
Pfan Review Fee 921,049.44 Calculated at 65% of Permit
C-West Fee $18,944 Calculated at $Vo of Plan Rcview Fee
file://C:\Windows\TEMP\GW)00001.HTM 04n0t2001
FULL PHASE I AND II PERMIT SET
July 20, 2000
VAIL MOUNTAIN LODGE
352 E. MEADOW DRIVE
VAIL, COLORADO
',,e Pe't oo ' olzb
r z.F bco'ot\s_ lllLr-
lh r-- -rllls-
-,rl$P'- t -rq\@.,--. at- A O\u\-
\/\A.F ! | -1.- EXCERPTS FROM PRELIMINARY
CODE ANALYSIS
PROVIDED FOR
VAIL MOUNTAIN LODGE
BY
HIGH COUNTRY ENGINEERING
--/'fovlrn"of Vall -
MARCH,2ooo CFFTCE CCPY
RECEIVED
JUL Z 1 2000
TOV.COM.DEV.
Denver Olfice: 2301 Bloke Street.Suite 100 Denver Colorodo 80205-2108 303.861.8555 Fox 303.861.3027
VoilOffice:0l3TMoinSheet'UnilC106 PO.8ox27ll Edwords Colorodo 81632 970.926.8960 Fox 970.926.8961
Dovis Portnershio PC-. Archit6cl3
VAIL ATHLETIC CIUB
CODE ANALYSIS
INDEX
INTRODUCTION
t.
[.HEIGHT AND AREA ANALYSIS.....
TYpE OF CONSTRUCT|ON.........,......-
LOCATION ON PROPERW
occuPANcY sEP4RAT1ONS ....................
MISCELLANEOUS FIRE SEPARATIONS .......,.............
EGRESS REOUIREMENTS .................
ACCESSTBtLTry ....,.............
FIRE PFOTECTION REOUIREMENTS
FtRE AI-ARM REQUIREMENTS ................. .........-...--:......".-..".
SUMMARY AND FECOMMENDATIONS
PAGE
ilt.
lv.
V.
vt.
vil.
vilt.
tx.
x.
xl.
10
11
13
14
15
16
3
4
7
8
I
HCE -1-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
INTFODUCTION
This code review was based upon the 1997 edition of the Unilorm Building Code (UBC), lhe 1 997 Unilorm
Fire Code (UFG) and the locally adopted amendmenls by the Town ol Vail
This review is primarily intended to address the lire and life satety aspects of the code.
The review is based upon the undated schematic design documents limiled to floor plans prepared by JMP
Architects provided lo High Country Englneering (HCE) in February of 2000.
HCE -z-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
I. AREA SUMMARY
BASEMENT
LOWER HEALTH CLUB
GROUP A, DIVISION g =12,s77 FT'2
cRouPs = 2.158FT.1
SUB-TOTAL =15,135 FT"
UPPER HEALTH CLUB
GROUP A, DIVISION 3 =13,934 FT''
cROUpB = 4,042Ff.'
GROUP S, DlvtsloN 3 = 4.287 Fr.i
SUB-TOTAL =22,263FT.'
FIRST FLOOR
GROUP A, DtVtStoN ! = 2,402FT.2
cROUpB = 1,932FT.2
cRouP R, DtvtstoN 1 = 9.948 FT.-:
SUB-TOTAL = 14,282Ff .2
SECOND FLOOR
GROUP R, DtvtstoN .l = 14,960 FT.'
THIRD FLOOB
GROUP F, DIVISION I ='t3,693 FT''?
FOUBTH FLOOB
GRoUP R, DIVISION 1 = 6,841 FT''?
" suMMARY OF BuILDING AREA BY OCCUPANCY (EXCLUDING BASEMENT LEVELS)
cBouP A, DlvlsloN ! = 2,402FT.2
cRouPB = 1,932FT.,
cRouP R, DfvtstoN 1 =45.442FT.1SUB-TOTAL = 49,776 FT'2
SUMMARY OF BASEMENT AREA (BOTH FLOORS)
GROUP A, DlVlSloN c p,g77 Fr''? + 13,93i FT'z = 26,911 FT'2
GROUP B Z,tSg ff'' + 4'O42FT '2 = 6'209 lJ '?
GR9UP s, DlvlsloN s i,zsz n.' = 4'287 FT:
SUB-TOTAL ' =37,298 FT '2
3/00-5-
VAIL ATHLETIC CLUB
CODE ANALYSIS
II. HEIGHT AND ABEA ANALYSIS
ALLOWABLE AREA ANALYSTS - ASSUME TYPE tl-l HOUB CONSTRUCTION
BASTC ALLOWABLE AREA (UBC, TABLE 5-B)
GROUP A, DIVISION 3 = 13,500 FT.2
GROUP B __ 18,OOO FT.'
GROUP S, DIVISION 3 = 1B,OOO FT,'
GROUP R, DIVISION 1 = 13,500 FT.'
BASEMENT LEVELS MUST BE BELOW ALLOWABLE AREA FOR 1 STORY
ALLOWABLE AREA INCREASES (UBC, PARAGFAPH 505)
SEPARATION ON 3 SIDES EXISTS MEASURED TO CENTER-LINE OF ROAD
MINIMUM WIDTH: NORTH SIZE = ZS'
EASTSIDE = 31 '
SOUTH SIDE = 100'
MINIMUM CONDITION EXISTS ON NORTH SIDE 22' .20'=2'
INCREASE IS ALLOWED FOF 2,5% FOR THE MINIMUM DJSTANCE IN EXCESS OF 20'
2'x2.5o/o=5"/"
A MAXIMUM 5% INCREASE IS PERMITTED
ALLOWABLE AREA INCREASES
GBOUP A, DIVISION 3 = 13,500 FT.'? x 1.105 = 14,175 FT.2
GROUP B - 18,OOO FT., x t.105 = 19,890 FT.2
GROUP S, DIVISION 3 = 1 8,000 FT.'z x 1.105 = 19,890 FT.2
GROUP R, DIVISION 1 ='13,500 FT.'?x 1.105 = 14, 175 FT.2
INCREASE FOR SpRtNKLER PROTECTTON (UBC, SECTTON s0s.3)
AREA MAY BE TRIPLED IN 1 STORY BUILDINGS (BASEMENT LEVELS ARE CURRENTLY. SPRTNKLERED)
GROUPA, DIVISION 3 - 14,175 FT.2 x 3=42,525 FT.,GROUPB ='19,890 FT.2x 3=59.670FT.2
GROUP S, DIVISION 3 = 19,890 FT., x 3 = 59,670 FT.,
AREA SUMMARY FOR BASEMENTS (UBC, SECTTON 504.5)
ACTUAL AREA 26,9.1 1 FT.' 6,200 FT.' 4,287 FT.2
+ -------------- =.80
ALLOWABLE AREA 42,525 FT.2 59,670 FT.' 59,670 FT.'
FATTO OF AREAS MUST BE < 1.0 (UBC, SECTTON s04.3)
SINCE .80 < 1.0 _ TYPE II . 1 HOUFT IS ACCEPTABLE
3/00HCE
VAIL ATHLETIC CLUB
CODE ANALYSIS
lr. HETGHT AND ABEA ANALYSIS (CONT'D)
AREA ANALYSIS FOR UPPER FLOOH LEVELS
MULTT-sToRy tNcREASE (UBC, SECTTON 504.2)
BASIC ALLOWABLE WITH SETBACK INCREASE (SEE PREVIOUS PAGE FOR SETBACK
tNcREASE)
GROUP A, D|VIS|ON 3 = 14,175FT.zGBOUPB =19,890FT,2
GBOUP S, DIVIS|ON 3 = 19.890 FT.'
GFOUP R, DIVISION 1 = 14,175FT,'
THE MULTI-STOFY INCREASE ALLOWS THAT THE BASIC ALLOWABLE AREA MAY BE
DOUBLED FOR MULTtpLE STOBTES (UBC, SECTTON 504.2)
GROUP A, DIVISION 3 = 14,175 FT.2 x 2 = 2B,350 FT.'?
GROUP B = 19,890 FT.'?x 2 =g9,796 pT.z
GROUP S, DIVISION 3 = 19,890 FT.z x 2 = 39,780 FT.'?
GROUPR, DIVISION 1 = 14,175FT.2 x2=28,350FT.'?
AUTOMATTC SpRINKLER TNCBEASE (UBC, SECTTON s05.3)
CODE ALLOWS THAT THE ALLOWABLE AREA MAY BE DOUBLED IN MULTI-STOFIY
BUILDINGS WHEN SPRINKLEFS ARE INSTALLED THROUGHOUT. AUTOMATIC SPBINKLER
PBOTECTION IS CONTEMPLATED IN CONJUNCTION WITH THE PROJECT.
ALLOWABLE AREA
GROUP A, DIVISION 3 28,350 FT.2 x 2 = 56,700 FT.2
GROUP B 39,780 FT.2x 2=79,560 FT.2
GROUP S, DIVISION 3 39,780 FT.2 x 2 = 79,560 FT.2
GROUP R, DIVISION 1 28,300 FT.2 x 2 = 56,700 FT.2
AREA SUMMABY FOR ENT]RE BUILDING (EXCLUDING BASEMENT)
GBOUP A, DIVISION 3 GROUP B GROUP H, DIVISION 1
ACTUAL 2,402FT.2 1,932 FT.' 45,442 Fr.2
+ ------------- = .86ALLOWABLE 56,700 FT.2 79,560 FT,2 56,700 FT.'
... .86 < 1.0 TYPE II . .1 HOUR IS ACCEPTABLE FOR TOTAL PROJECT AREA.
NUE -5-?/nn
VAIL ATHLETIC CLUB
CODE ANALYSIS
lt. HETGHT AND AREAANALYSTS (CONT',D)
CHECK ON NUMBER OF STORIES (UBC, SECTIoN TABLE 5-B)
ALLOWABLE
GROUP A, DIVISION 3 - MAXIMUM 2 STORIESGROUPB .MAXIMUM4STOBIES
GROUP H, DIVISION 1 . MAXIMUM4 STORIES
ACTUAL
ALL GROUP A, DIVISION 3 USES ARE ON 1ST FLOOFT
ALL GROUP B USES ARE ON FIBST FLOOR
,THE BUILDING HAS FOUR STOFIES. STORY LIMIT NOT EXCEEDED
BUILD|NG HETGHT (UBC,TABLE 5-B)
FOR ryPE II.1 HOUR HEIGHT LIMIT IS 65'
ACCORDING TO JMP DWG A3.1 DATED 4I17I96,THE DISTANCE FROM GHADE LEVEL ON
THE FFTONT OF THE BUILDING TO THE BUILDING FOOF IS 53'. THE MAXIMUM PEBMITTED
HEIGHT IS 65'AND WELL WITHIN THE PRESCHIBED LIMITS.
IN SUMMARY, ryPE II I.HOUR CONSTRUCTION CAN BE UTILIZED FOR THE PROPOSED
PROJECT.
HCE -6-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
III. TYPE OF CONSTRUCTION
uBc, GHAPTER 6 (TABLE 6-A) - TypE il - 1 HOUR
CONSTRUCTION ELEMENT FEQUIBED FIRE BATING
EXTEBIOR BEARING WALLS 1 HOUB
INTEFIOR BEARING WALLS
STRUCTUHAL FRAME
PERMANENT PARTITIONS
SHAFT ENCLOSUHES
FLOOR/CEILINGS
ROOFS
STAIRWELLS
HOUR
HOUB
1 HOUR
HOUR
HOUR
HOUBNON-COMBUSTIBLE
2 HoUR (UBC, PARAGRAPH 1005.3-3.2)
HCE -7-3/00
VAIL ATHLENC CLUB
CODE ANALYSIS
" IV. LOCATION ON PROPEHTY
UBi, TABLE 5.A
GROUP B/GROUP S, DIVISION 3 - TYPE II 1.HOUR CONSTRUCTION
EXTERIOR BEARING WALLS - 1 HOUR/NON-COMBUSTIBLE
OPENINGS NOT PEBMITTED < 5'TO PROPERTY LINE
OPENINGS PROTECTED < 1O' TO PROPERTY LINE
GROUP A, DIVISION 3 - TYPE II 1-HOUR CONSTRUCTION
EXTERIOH BEARING WALLS .2 HR < 5'TO PROPERTY LINE
o p EN I N G s N or p E R M rrr.
"
. ;' ?3!Hfft?Yi''-?J"LE
E LS EW H E R E
OPENINGS PBOTECTED < 1O'TO PBOPERTY LINE
WEST SIDE ' MINIMUM DISTANCE TO PA = 2' lN SW CORNER
NORTH SIDE - MINIMUM DISTANCE TO P/L= 0'AT ENTRANCE
THE ENTRANCE CONFTGUBATION MUSTBE 2 HOUR FATED
OPENINGS NOT PEBMITTED < 5'
EAST SIDE - MINIMUM DISTANCE = 1O'- NO REQUIBEMENTS
3/O0HCE-8-
VAIL ATHLETIC CLUB
CODE ANALYSIS
V. BEOUIREDOCCUPANCYSEPARATIONS
UBC, TABLE 3"8
AREA
GROUP A, DIVISION 3/GROUP B
GBOUP B/GBOUP S, DIVISION 3
GBOUP B/GROUP R, DIVISION 1
GFOUP A, DIVISION SiGFOUP R, DIVISION 1
GROUP A, DTVTSTON 3/GROUP S, DtVtStON 3 (PARKTNG) 3 HOUB
RATING REQUIFED
NONE
HOUB
HOUR
HOUR
HCE -9-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
VI. MISCELLANEOUSFTRESEPARATIONS
RooMS wlTH HEATING EQUTPMENT > 400,000 BTU/HR =
.t HoUB - uBC, sEcTtoN 309.s
OPENINGS ARE PERMITTED BETWEEN TWO COMMUNICATING FLOOR LEVELSuBc, sEcTtoN 202
ELEVATOR SHAFT. 1 HOUR _ UBC, SECTION 3OO2
ELEVATOF MAGH|NE ROOMS_ 1 HOUR_ANS|417.j, FULE 101.1(a).
ALL CORRIDORS. 1 HOUR _ UBC, SECTION 1004.3.2
ELEVATOR LOBBIES - 1 HOUR _ UBC, SECTION 1004,3.4.5.REQUIRED ON ALL FLOORS SINCE THE OCCUPANT LOAD EXCEEDS 30 ON ALL FLOOFIS,INCLUDING THE FIBST FLOOH/LOBBY
ELEVATOR REQUJREMENTS _ UBC, CHAPTER 30
iN BUILDINGS 4 OB MORE STORIES _ ELEVATOFS SHALL BE PROVIDED.MINIMUM ELEVAToR slzE BO" x s4" To AccoMMoDATE AMBULANOE STRETCHEFs - uBc,SECT|ON 3003.5 . THE AoTUAL ELEVAToR SIZE IS 57. x 78,.WIDE
Au- (G5 ?up-u c[rllwtt5ev5 k4,€ | u,z.
-10-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
VII. EGRESSREQUIBEMENTS
obcupnrur LoAD cALcuLATloNS
LOWER HEALTH CLUB
GROUP A, DIVISION 3 12,977 FT." + 50 = 2S9
GROUP A, DIVISION 3 12,229 F7.2 + 50 = 245
GROUP A DINING 1,635 FT.2 + 15 = 109
GROUP B
OCCUPANT LOAD
UPPER HEALTH CLUB
GROUP B
OCCUPANT LOAD
FIRST FLOOR
GFOUP B
2,158 FT.2 + 100 = 21
= 270 PERSONS
4,042FT,2+100= 40
= 394 PERSONS
1,932FT.2 + 100 = 19
GFIOUP A, DIVISION 3 2,402FT.2 + 1E = 160
GROUP R, DIVISION 1 9,948 FT.2 + 200 = 43
OCCUPANT LOAD
SECOND FLOOR
= 228 PEFISONS
GROUP R, DIVISION 1 14,960 FT.2 + 200 = 74 PERSONS
THIRD FLOOR
GFOUP R, DIVISION I 13,693 FT., + 200 = 68 PERSONS
FOURTH FLOOR
" GROUP R, DIVISION 1 6.841 FT.z + 200 = 34 pERSONS
TOTAL BLDG OCCUPANT LOAD = 1.068 PERSONS
GENERAL ISSUES
ALL NEW STAIRS MUST BE 2 HOUR. UBC, SECTION .1005.3.3.2 SUB PARAGRAPH #3.
NEED PANIC HARDWARE ON ALL DOORS WHERE OCCUPANT LOAD EXCEEDS 50
PERSONS. UBC, SECTION 1003.3.1.8.
ALL SLEEPiNG ROOMS BELOW THE FOURTH FLOOR MUST HAVE A OPERABLE
DOOR /VINDOW OPERABLE FROM THE INTERIOR. MtNIMUM SjZE 5.7 FT.2. MINIMUM CLEAR
DIMENSIONS IS 24' HEIGHT - 20" WIDTH. UBC, SECTION 310.4.
EXIT SIGNS BEQUIRED _ UBC, SECTION 1003.2.8.2
EXIT ILLUMINATION REQUIRED _ UBC, SECTION 1003.2.9.1
BOTH OF THE ABOVE REQUIRE EMERGENCY POWER 1.5 HOURS
FLOOR LEVEL EXIT SIGNS ARE REQUIRED IN CORRIDORS _ UBC, SECTION 1007.6.2
3/00n\,tr -l l-
VAIL ATHLETIC CI.UB
CODE ANALYSIS
IX. RRE PROTECTTON REOUIREMENTS
1. SPRINKLEHSREQUIREDTHROUGHOUTBASEDONTHEAREAANALYSIS.
2. FLOOR CONTROL VALVES SHOULD BE INSTALLED FOB EACH LEVEL _
RECOMMEND.
3. NEED STANDPIPE ADDED IN STAIRWELLS BETWEEN COLUMNS 8A-9 _ UBC.
CHAPTER 9.
4. NEED ROOFSMOKE HATCH ATNEW STAIRWELLS > 4 STOBIES _ UBC, SECTION
1003'3'3'12' bSc-r- lt^cet^,.i..4 to{\c( $( f\^^€rr"\ c.p\4.L a !Tb*.S'--
5. EXTEND WESTSTANDPIPETOTHE NEW STAIRWELL LOCATED BETWEEN COLUMN
4.5 _ UBC, CHAPTER 9.
HCE -1+3/00
Toiln of Vall/-"'- rrrF f\/n: tJtSHAW
VAIL ATHLETIC CLUB
CONSTRUCTION PLAN
SCHEDULE orzb
The construction schedule of the vail Athletic club shall generally be as followl ffi--OoO-'@ofrliromw'Eo'
Commence building and site demolition/excavation
Phase I Construction Duration
Phase II Construction Duration
Phase III Construction Duration
Phase IV Construction Duration
Phase V Construction Duration
Exterior Construction substantially complete
Interior Condo Construction
May,2000
June l, 2000 - Dec. 8, 2000
Aug. 5, 2000 - April 18, 2001
April 2, 2001 - Sept. 4, 2001
April 2, 2001 - Dec. 10, 2001
May 1,2001 -Nov. 14,2001
December,200l
January - Jdy,2002
TRUCKACCESS & TRAFFIC CONTROL
. Delivery drivers shall contact the Shaw Superintendent a minimum of t'wo (2) business days
prior to a delivery to coordinate the delivery and unloading.
. All delivery trucks shall enter the site from Vail Valley Drive. When ready to exit, all drivers
shall contact the Shaw Superintendent to arrange radio-controlled traffic exit with the
assistance of the Shaw Traffic Controller. No delivery trucks shall leave the site without
clearance for the Shaw 'I'raffic Controller. All delivery trucks shall exit the site to the east
back to Vail Valley Drive.
. Qualified traffic control personnel shall be employed by the Contractor. All traffrc control
personnel shall be equipped with a radio and appropriate flagging/signage equipment. The
traffic control personnel will coordinate the entering and exiting of delivery trucks with buses
and pedestrian traffic. Public busses shall take priority over all construction traffic. All
traffic control shall conform to the Manual of tlniform Traffic Control Devices.
. During construction related deliveries and work activities which occur on public roads or
walkways, a traffic control person shall be stationed at the exit gate and one traffic control
person shall be stationed at the comer of Vail Valley Drive & East Meadow Drive. All
traffic control personnel shall be equipped with a radio and the appropriate signs. The traffic
control personnel shall signal when trucks are to exit the site only after making visual
clearance for oncoming busses and stopping pedestrian traffic in all directions.
. The Contractor shall desienate a o'Contract Enforcement Officer" to enforce the provisions of
this plan.
760 Horizon Drivo . Grond Juntlion. C0 81506
Fol 970-241-5618 . www.showtonst.rom
Phone 970.242.9236
REEVEO
MAY 0 5 2000
TOV-COM.DEV.
PARKING
I Construction worker parking shall be in the Vail Transportation Center.
r There shall be no parking on Town of Vail streets.
PEDESTRIAN SAFETY AND TRAFFIC DIRECTION
. The Contractor shall install waming signs informing the public of the construction activity.
The signs shall be installed in the locations identified on the approved construction staging
plan.
r The Contractor shall install a construction fence as indicated on the approved construction
staging plan.
TREE PROTECTION & EROSION CONTROL
. Tree protection shall be implemented as recommended by "A Cut Above Forestry" and as
described in their report dated May, 2000.. Silt Fences and/or Straw Bale Dikes will be installed for erosion control on the outside of the
perimeter fence along the south side, These barriers will be constructed as detailed in
Attachment A.
WORKHOURS
r Access for workers to the site will be after 7:00 am Monday through Saturday. (Shaw Office
workers may access site at 6:00 am.)
. Equipment start-ups will be after 7:30am and must be shut down by 6:00pm Monday through
Saturday, and 8:00am to 5:00pm during the ski season, except as follows:
No construction work will be performed during specially designated holidays and events,
to be determined.
. Interior work (non-obtrusive) can occur at any time.
r Construction activity required for Sundays, Holidays or for extended work hours shall be
reviewed three working days in advance and approved by the Town of Vail. When required,
construction hours on Sundays will be limited to the hours of 9:00am to 5:00pm.
ROAD CLEANING AND MAINTENANCE
. The Contractor shall keep Vail Valley Drive, East Meadow Drive and areas adjacent to the
outside of the construction fence clean from construction debris, mud or other undesirable
materials resulting from the Vail Athletic Club construction activities at all times.
SNOW REMOVAL
r The Contractor shall remove snow from within the site and disposed of in an appropriate
manner off site, as needed.
DUSTANDNOISE CONTROL
r The Contractor shall limit unusually noisy construction activities to the hours of 7:30am to
6:00pm Monday - Saturday, with the additional restriction of 8:00am to 5:00pm each during
the ski season. Unusually noisy construction activities include, but are not limited to:
r Jackhammers
. Diesel-powered equipment including excavation equipment, mobile welders, generators,
crane, concrete pump trucks
r Masonry saws outside of the building
. The Contractor shall advise all trade workers of the need to use tools and machines with
manufacturer-approved sound attenuating devices.
. The Contractor shall control the dust emanating from the construction site during demolition
and earth-working activities with water.
r The Town of Vail Noise Ordinance shall be waived for this property during the approved
days and time of construction.
FIRE HYDRANT ACCESS/SAFETY
. The fire hydrant at the SE entrance to the TOV parking structure shall remain free and
accessible to the Fire Department at all times.
. All construction activities will be performed in accordance with OSHA.
. The Contractor will post the emergency response phone numbers on the site.
. Fire suppression equipment and first aid equipment will be on site in the construction trailer
and on site in appropriate areas.
GENERAL RULES
1. Bus traffic shall not be stopped for any reason except an emergency. First time violators will
be subject to a $150 fine. Second time violators will be subject to a $300 fine. Third time
violators will be subject to a $ I ,000 fine and may be prevented from working on the site.
2. No parking shall be allowed on East Meadow Drive, first time violators will be subject to a
$150 fine. Second time violators will be subject to a $1,000 hne and may be prevented from
working on the site.
. l.
3. Noise control rules shall be enforced. First time violators of the noise control rules will be
subject to a $150 fine. Second time violators will be subject to a $300 fine. Third time
violators will be subject to a $1,000 fine and may be prevented from working on the site.
TRAFFIC CONTROL PLAI{ COMPLIAI\ICE
1. Shaw Construction will mail a copy of this plan to all material vendors with purchase orders
and confirm that delivery truck drivers acknowledge the rules and the potential fines
outlined.
2. Shaw Construction will make these rules a part of each subcontract, will review them with
the subcontractor prior to their first activity on site, will reference them in the weekly
Subcontractor Meeting Notes as a condition of employment on the Vail Athletic Club
project.
ENX'ORCEMENT
r It is agreed that all terms and conditions contained herein shall be subject to enforcement by
the Town Manager. In the event any condition or violation of the terms herein is not
remedied in ten (10) days ofnotiflrcation, the project is subject to a stop work order until such
time as remedied.
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August 13,2001
Mr.Gary Goodell
Town of Vail Building Department
75 S. Frontage Road
Vail, Co. 81657
Re: Phase III - V Code Review Comments
Vail Mountain Lodge Expansion and Renovation
Dear Gary:
Attached are responses for Architectural, Structural, Mechanical and Electrical to plan
review comrnents dated May 14, 20Ol on Full Phase Itr - V Permit Documents for Vail
Mountain Lodge, Expansion and Renovation. Please see the Phase III Permit Documents
Dated August 1, 2001 for reduced Phase III scope. Items which are no longer included as
part of Phase III work, will be resolved in future phases.
ARCHITECTIIRAL
l. la and lb We are approved to consider the building as a four story building with the
two Health Club Levels defined as Basements. The grade exceeds l2'{"
along the south face only above the spa area. This area represents only 28
percent of the total building perimeter. Fires will not be fought from in spa
area, therefore, the Upper Level Health Club on Sheet A3-2, should be
considered a basement level. Please see attached letter from Glenn
Hoynoski, P.E. dated October 5,2000.
On Sheet L2{, the wetlands and the park area to the south is deeded Town
of Vail land and is dedicated open space
On Sheet L2{, The separation measured to centerline of road on the North
side is 25 feet and on the East side is 3l feet. To the south, the public land is
greater than 60 feet.
On Sheet A3-2, property lines are correct as shown. The Existing parking
garage does extend beyond the property line.
On Sheets A3-3 through 43-6, the renovated areas are provided with
operable windows or doors which meet the egress requirements for Escape
or Rescue windows in sleep rooms. The windows are accessible, by the fre
department, from the garage roof.
N/A Sheets A3-l through A3-7 have been revised and resubmitted to
clarify scope of work for Phase III renovations, dated 08/01/01.
Denver Office: 2301 Blole Street Suite 100 Denver Colorodo 80205-2108 303.861.8555 Fox 303.861.3027
VoilOffice:0l37MoinSkeel.UnilCl06 PO.8ox27ll Edwords Colorodo 81632 970.926.8960 tox970.926.8961
6se%-/ Y4
GARY M.
ADA[4S
-r016
Dov;s Portnerrhip PC., Archii6cls
Mr. Gary Goodell
August 13,2001
Page2
10
1l
12
l3
I4
Sheet A5-1. Re-grading and window replacement are part of future phases.
Existing windows less than 18" above grade, on the south faqade, wilt be
replaced with tempered safety glass.
Sheet S4.0. Architect will provide detail for weather proof seal at steel
bearing assembly on top of existing concrete foundation wall to prevent
moisture penetration.
Sheets A5-l and 47-10 have been revised per new phase three scope. Any
walls with in 40 feet of the property line will be One-hour N/C per tables 5A
and 64' of the UBC. Exterior finishes attached to the walls as defined in
Phase III revisions are to be non+ombustible sidine. Please refer to Phase
III Permit Drawings.
Siding above 35" on the North Elevation is non<ombustible siding.
N/A Sheet L1.0. Ramp is not to be completed as part of Phase III work. It
will be completed as part of future phases.
N/A Sheets A3-1 and A6-4. Work is not to be completed as part of Phase
III. The area is to remain unfinished space for Phase III.
N/A On Sheet A3-2 and 46-5. Work is not to be completed as part of Phase
IIL The Restaurant area will remain as unfinished space for Phase III.
N/A Sheet A3-3. Work is not to be completed as part of Phase III work'
Restaurant Construction, Stair 208 and Door 308C are part of future phases.
The exiting through Stair 028 is no longer required.
Sheet A6-5. The folding doors are not the main exit. Exiting is through door
200A which is 32" minimum clear wide and exits to grade. The Folding
doors 200D - 200E open to balconies approximately 4 feet above grade.
The restaurant space has been removed from Phase III scope. It will be left
as unfinished space.
The doors are part of the existing exit vestibule. The work is not to be
completed as part of Phase III. The renovation to these doors will be part of
phase Four.
N/A Sheet A3-2. Work is not to be completed as part of Phase III work.
Dishwashing Area will be resolved in future phases.
Division 08000. Door. Frame and Hardware Schedules, Division 09000,
Finish Schedule, Division 10520, Fire Protection Specialties, Division 15
Fire Suppression and Division 16 Fire Detection were issued separately.
N/A Project Manual, Division 08960, will be revised to specify glazing
mat'erial if sloped glazing is used in future phases. Phase III scope does not
include sloped glazing.
l5
l6
l7
18
l9
Mr. Gary Goodell
August 13,2001
Page 3
20 Sheet A1-l and Specifications will be coordinated in regards to safety
glazing at doors and windows subject to human impact.
2l Specification Section 06105: Wood sheathing and wood subflooring is not
being used.
22 Specification section 06100 Equipment bases and support curbs will not be
made of wood.
23 Specification Section 14420 refers to wheelchair lift located on A3-3 in
Entry, Rrn 334. The lift was completed in prior phases.
STRUCTURAL:
24 The rooftop deck between grids 3 and 4, F and D is the only deck in the
remaining in the scope which is exposed to snow loads. The following
calculations indicate that this framing has been reviewed for 155 psf snow
load including drift.
25 The general notes indicate 100 psf for roof slopes less than or equal to 3:12
and 80 psf for slopes greater th an 3:12. Neither slope reduction nor live
load reduction was used, as the Town of Vail requires 80 psf as the base
snow load with a separate requirement of 100 psf for roof slopes less than or
equal to 3: 12.
MECHANICAL:
26 N/A Work is not to be completed as part of Phase III work.
27 N/A Work is not to be completed as part of Phase III work.
28 A reduced pressure type bacKlow preventer will be provided to replace the
double check type backflow preventer. This item will be addressed in Phase
III Construction Docurnents.
29 N/A Work is not to be completed as part of Phase III work.
30 The gravity drainage portion of the discharge piping from pump P-l will be
changed to a 4" storm pipe. This item will be addressed in Phase Itr
Construction Documents.
3l Sump pump P-l serves as the building ground water dewatering system and
is not connected to the sanitary sewer system. Therefore, per Chapter I I of
the UPC, a vent pipe shall not be required. This item will be addressed in
Phase III Construction Documents.
32 N/A Work is not to be completed as part of Phase III work.
4l
42
Mr. Gary Goodell
August 13,2001
Page 4
JJ
34
35
36
37
38
39
40
47
48
49
50
51
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Clothes dryer exhaust ducts that exceed 14' will be provided with booster
fans. This item will be addressed in Phase III Construction Documents.
N/A Work is not to be completed as part of Phase III work.
The make-up air for the guest room toilet exhaust will be provided by
undercutting the bathroom doors. The guest room ventilation is provided by
operable windows and doors. This item will be addressed in Phase III
Construction Documents.
N/A Work is not to be completed as part of Phase III work.
Combustion air will be provided by Shaw Construction per manufactures
requirements.
N/A Work is not to be completed as part of Phase III work.
Existing solid fuel fireplace chimney vent dampers and chimney
construction shall be permanently opened and inspected by Shaw
Construction.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
It is noted on Sheet M4.3 to remove previously abandoned ductwork that is
located above electrical equipment. Therefore, no abandoned ductwork will
remain above electrical equipment. This item will be addressed in Phase trI
Construction Documents.
43
M
45
46
Mr. Gary Goodell
August 13,2001
Page 5
52 A duct detector for unit shut down will be provided for relocated MUA-3.
This item will be addressed in Phase III Construction Documents.
53 Make-up air to EF4, located in the elevator equipment room, will be
provided with fue smoke damper. This item will be addressed in Phase III
Construction Documents.
54 Architectural Drawings will be revised to show Elevator Equipment room
210 meeting 2 hour rating.
55 N/A Work is not to be completed as part of Phase III work.
56 A fire smoke damper will be provided atthe 24" x 48" supply air duct outlet
from the fire rated shaft. This item will be addressed in Phase Itr
Construction Documents.
57 N/A Work is not to be completed as part of Phase III work.
58 All vatving associated with PUMP P-l is accessible via a removable top of
the approximate 4'-0" diameter dewatering pit. This item will be addressed
in Phase III Construction Documents.
59 N/A Work is not to be completed as part of Phase III work.
60 N/A Work is not to be completed as part of Phase III work.
6l Design Build Fire Protection Sub Contractor will submit answer.
62 The pipe sizing is hydraulically calculated per NFPA 13. Pipe Scheduling
per NFPA 13, 8-5 is no longer an acceptable manner for sizing piping in
new projects.
63 A 6" reduced pressure back flow prevention is installed in the riser room
(Sheet FP-2). This backflow prevention device services the entire sprinkler
system.
63 The piping at colurnn line 3/Ir4 is in the garuge, all of the piping in the
garage is existing and will remain in place'
64 N/A Work is not to be completed as part of Phase III work.
65 N/A Work is not to be completed as part of Phase III work.
ELECTRICAL:
66(a) A one line diagram and typical FFU circuit docunentation will be provided.
This item will be addressed in Phase III Construction Documents.
66(b) N/A Work is not to be completed as part of Phase III work.
Mr. Gary Goodell
August 13,2001
Page 6
66(c) Short circuit documentation will be provided. This item will be addressed in
Phase III Construction Documents.
66(d) N/A Work is not to be completed as part of Phase III work.
66(e) N/A Work is not to be completed as part of Phase III work.
67 Street lighting circuit requirements will be coordinate with the T'O.V' This
item will be addressed in Phase III Construction Documents.
68 (a), (b) Panel GH2 and H2 circuit documentation will be provided and weatherproof
GFCI receptacles will be used. This item will be addressed in Phase III
Construction Documents.
69 N/A Work is not to be completed as part of Phase III work.
70(a) A one-line diagram will be provided to clarify requirements for the future
condominium units powered from the future MMS. This item will be
addressed in Phase III Construction Documents.
70(b) A oneline diagram will be provided to indicate the power source of the
existing club elevator. This item will be addressed in Phase III Construction
Documents.
70(c) Elevator pit lighting and receptacle circuit will be document. This item will
be addressed in Phase III Construction Documents.
7l Elevator pit lighting is not connected downstream of GFCI receptacle' A
note will be added to clarify this. This item will be addressed in Phase III
Construction Documents.
72 72(a) -72(f) N/A Work is not to be completed as part of Phase III work.
73 See comment #70 (c) above.
74 See comment #70 (c) above.
75 Clarification of circuits 38,40,42 will be provided. This item will be
addressed in Phase III Construction Documents.
76 Clarification of Panel HG2 loading will be provided. This item will be
addressed in Phase III Construction Documents.
77 Clarification of Panel H2 loading will be provided. This item will be
addressed in Phase III Construction Documents.
78 N/A Work is not to be completed as part of Phase III work.
8l
82
Mr. Gary Goodell
August 13,2@l
PageT
79
80
83
84
85
86
87
88
89
90
9l
92
93
94
95
96
97
98
99
r00
101
t02
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work'
Panel FFI location. NEC I 10-26 does not say panelboards cannot be located
behind a door.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Clarification of elevator equipment room circuit will be provided. This item
will be addressed in Phase III Construction Documents.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Mr. Gary Goodell
August 13,20Ol
Page 8
103
104
105
FIREPROTECTION
106
to7
108
109
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Fire alarm manual pull stations witl be provided at all exits at each level and
will be reflected on the revised fue alarm plans.
Automatic heat and smoke detection will be provided in elevator shafts and
will be reflected on the revised fire alarm plans.
Duct detectors will be provided for AHU Unit in Mech. 7n9 and MAU-I and
will be reflected on the revised fue alarm plans.
If the door(s) in question is installed and is a fre door and is required to be
held open, then it will be held open with a magnetic door holder and will be
reflected on the revised fue alarm plans.
See Item 109.
See Item 109.
Design Build Fire Detection Sub Contractor will submit answer.
Automatic smoke detection will be provided in accordance with NFPA
standards and will be reflected on the revised fire alarm plans.
Audio,/visual appliances will be provided in accordance with NFPA standards
and will be reflected on the revised fire alarm plans.
See Item I14.
Please call if you have any questions or concerns.
ll0
111
l12
ll3
tt4
115
AIA
Jay Peterson
Ray Story
Keith Oxenreider
Clark Atkinson
Brad Staver
Scott Wasson
Bailey & Peterson
Ray Story Architect
Shaw Construction
Shaw Construction
Beaudin Ganze
Monroe & Newell
v\vml\0022000\admin\lener\tov08020 l.doc
Stgl Gunirp prrgirtccrirrg
Fire Pr ol,ection an<i ]3uildins Crrdc Coneultants
9?2 l{ru5'. 46, Sujte 300. Gotden. CO 80403-8886
(Golden Gate CanyoLr Road)
Plrcrre: (303) 6t-2-0635 . lta;: {303) 582-3855
ocToBEF 5,2000
MR. GARY R. GOODELL, C.B.O.
TOWN OF VAIL BUILDING DEPT.
75 S FRONTAGE RD
vAtL, co 81657
RE: CODE ISSUES
VAIL MOUNTAIN RESOBT
Gary:
This letter is lo respond lo issues raised ciuring the Town of Vail review process of the subjecl
p roiecl.
The flrst issue oi concern is the classiijcation oJ the lirsl siory anC the impact upon the required Type
ol Construction. The plan review indicates lhai the Upper Health Club level ol the project musi qualif)i as
a basemenl. The expressed concern is that the distance above grade for the f irst fioor exceeds 12' alorrg
a relaiively small porlion of the south elevation. \A/e agree ihat ihe UBC is clear in the cjeiinition ol a
appljcable story, honrever. this inierprelation for this building seems impraclical. The UBC Handbook
suggests ihai each case should be judged individually based on characterisiic's of the sile and construction.
One of lhe more signiflcant concerns is the issue o[ emergency access to the building and fire
lighting operatjons. According lo our review only 28% of the overall buiiding perimeter exceeds the I2'
provision exclusively on the south elevation. ll should be pointed out ihat lhe buildlng is primarily accessed
by both the public, as well as emefgency services on the nodh, easl and west sides. The south side
adjoining Gore Creek is not generally considered as accessible.
The 12' height is exceeded sllghliy (1 6) and does nol exceed 50% oi the perimeler. ln order to
minimize this condition, the grade elevation will be increased lo salisfy the 12' crileria along ihe south side
excepl in lhe area of lhe outdoor whirlpool, refer to Addendum #2. Since the building is noi readily
accesslble on the soulh side; the provision for detenninatjon for classification ol the lirst story should be
waived allorrying the building lo be renovaied as Type ll - t hour construclion.
The second issue concerns the 3-story communicaing space which exisls between the Lower
Health Club, Upper Healtlt Club, and the firsl floor. lt is recognized that the UBC limits the number of
communicaling leveis to two (2). The principal basis for the code reslrictjon is to limit the polenlial ior fire
spread through a building, as \ryell as minimize the impact of smoke lravel and the impact on the evacuation
capabiliiy ol the building occupants.
. . The design elemenl in queslion is a 6' diameter circular openin g (28\|.'?) localed between the Lower
H ealth Club level and lhe Upper Heallh Club level. Reler to the paltiai building seclion allached.
Due 10 the lirnjted size of the opening, it does not qualify as an alrium per Table 4-A ol the UBC.
Based upon lhe above, w€ propose to provide the following safeguards lo miligale lhe saleiy risks
associaled with ihe installation of the opening between floors:
1. The installalion of a draft slop localed at the ceiling level of the Lower Health Club level wilh
the installaiion of closeiy spaced 6'o.c. quick rur'pon.. sprinklers around the perimeler.
2. The installation of passive smoke venls at the ceilino/rooi level al the lirst f loor level. These
venls would be aclivated by either ol the ioilowing:-a. Smoke deteclors located ai ceiling o{ lhe bar on lhe lirst {loor level.b. Manual switching located at the proposed lire command cenler io be conirolled by
the fire department personnel.
We believe thal the inslallatlon oi the above safeguards will provide an acceptable equivalency lo
permit the above mentioned opening between floors and provide an acceptable level of occupant safeiy.
MR. GAFY R. GOODELL, C.B.O.
TOWN OF VAIL BUJLDING DEPT.
CODE ISSUES
VAIL [4OUNTAIN RESORT
ocToBEB 5, 2000
rAL: tr Z
GTH:gjw
cc: JASON OLINEK
Please advise il you have any addiiional questions on ihe proposed aiternatives.
SINCERELY,
jbA^S.W,s^-
GLENN T, HOYNOSKI, P.E.
PRINCIPAL FIRE PROTECT|ON ENGR.
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November l4,2ml
IOY.COfill,4. DEV. DEPT,
Mr. Gary Goodell
Chief Building Official
Town of Vail
75 Frontage Road
Vail, Colorado 8165?
Re: Vail Mountain Lodge
Architect's hoject No. OOZ2O.W
Dear Gary:
As follow-up to the conversation you, Ray Story and I had on September 26, 2001, please
find attached the product spec data information you requested related to tbe fre retardant
wood treatment and pressure treatment Shaw Construction is using on the exterior of Vail
Mountain Lodge.
Additionally, the following are from my notes as to your comments that day related to the
wood treatment Shaw Construction will be installing.
l. DPA will provide TOV with spec data on fre retardant treatment for wood siding and
trim that is being used on this project.
2. All exterior wood trim is to be 2x minimum cedar but does not need to be fire treated.
3. All wood corbels, etc. to be minimum 4 x 6 so they are "heavy timber" members.
4. Since the wood siding on the building is to be fire-retardant treated per UBC Section
601.5.4, the siding can be used up to 35' above grade in the areas indicated.
5. All exterior walls are to be built tight to the deck above so fire moving up the exterior of
the building cannot travel u and into the building through the soffits.
6. Our soffit and fascia detailing should be built with solid blocking (not leaving voids).
Shaw Construction will add a layer of 5/8" type x drywall beneath the soffit wood
paneling. Soffit rnaterial should be the same fire retardant treated wood as the wood
siding.
7. Provide factory applied (UBC certified) fire retardant treatment and stain to the balcony
railings if possible.
8. Wood shutters should also be fire retardant treated with a product (such as Flamekote
100) that can be painted over to protect the treatment from UV rays.
Attached please find the product data for Fire-Kote 100, a Class-A fire retardant to be field
applied for all wood not factory treated and PyroGuard-Class A for any wood that will be
factory treated. Shaw Construction anticipates the majority of the siding and trim will be
field treated.
Denver Office: 23Ol Eloke Skeel S'rite 100 Denver Colorodo 80205-2108 303.861 8555 Fox 303.861.3027
VoilOffice: Ol3TMoin Srreet UniiCl06 PO.Box2Tll Edwords Colorodo 81632 970.926.8960 Fox 970 926 8961Dovis Porlnership P.C., Archile(fs
Mr. Gary Goodell
November l4,200l
Page Two
If you have any questions orI hope this provides you the product information you wanted.
comments, please give me a call. Thank you.
Jay Peterson
Ray Story
Keith Oxenreider
$haw Construction
352 EsrrMeedo$ Drivc
TNANSMITTAL
No. 0406
co E1657
PRO.trECT:
TOr
ATTN:
Vail Mountain Lodgc ;
Davis Partncrship fu chitcctsi
P.O. Box 27ll ,
0137 Main str€et
Edwards, CO 81632 l
Jason Olinck
DATE: t0ll7tOl
REF: Submittals:FiraKotc 100
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Siprcdl
Slwc Ritchsy
Shaw Construction
352 EnS Mosdow Drive
vsil CO t1657
TITLE:
PROJECT:
DRAWING:
STATUS:
BIC:
Closs A Fire Rstardant.
VailMountain l.odge
NEW
Plom: 97O4?7{Xl l
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tol17tol
PACKAGE NO:07(XX}
REQUIRED START: 3ll9l0l
REQUIRED FINISH: 3127 l0l
DAYSHELD: 0
DAYSELAP$ED: I
IIAY$ OYERDUE: 204
REIURNED BY FORWARDED TORECETVEDTROM
ALPINEL RS
f,cvirhnNo Docriptlon/Bcurrtr
001 ClossA Pirt Rcudltrt.
Firc-Kote 100
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NEW000
SENTTO
DAVIS
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l0/16/01:
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FULL PHASE I AND II PERMIT SET
July 20, 2000
VAIL MOUNTAIN LODGE
352 E. MEADOW DRIVE
VAIL, COLORADO PRJforzb
B oo-orr5
EXCERPTS FROM PRELIMINARY
CODE ANALYSIS
PROVIDED FOR
VAIL MOUNTAIN LODGE
BY
HIGH COUNTRY ENGINEERING
MARCH, 2OOO
RECEIVED
JUL Z 1 ZOOO
TOV-CO]lil.DEV.
To,^,naf lfElf\;*ltrl D nn*'r'
DenverOllice:2301 Bloke Skeel'Suite 100 Denver Colorodo 80205-2108 303.861.8555 Fox 303.861.3027
Voil Of{ice:0l37Moin St.eer'Unit Cl06 PO.Box2Tll Edwords Colorodo 81632 970.926.8964 tux?709268961Dovis Porlner3hip PC., A.(hilecls
VAILATHLENC CLUB
CODE ANALYSIS
INDEX
INTBODUCTION
PAqE
t-
||.
ru.
lv.
vt,
vil.
7
I
I
10
11
Il)
14
15
16
3
4HEIGHT AND AREA ANA1YSIS.................
TYpE OF CONSTRUCTlON..,..............
LOCATION ON PFOPERTY
EGRESS ReOUtnr[4eNTS ............,.............
vilt. AccESslBtLrTY....
IX. FIRE PFIOTECTION REOUIREMENTS
X. FIREALARMREQUIBEMENTS.................
XI. SUMMARYANDRECOMMENDATIONS
HCE -1-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
INTRODUCTION
This code review was based upon the 1997 edition ol the Unilorm Building Code (UBC), the 1997 Unilbrm
Fire Code (UFC) and the locally adopted amendmenls by the Town ol Vail
This review is primarily intended to address the lire and lile safety aspects of lhe code.
The teview is based upon the undated schematlc design documents limited lo lloor plans prepared by JMP
Architects provided lo High Gountry Engineering (HCE) in February of 2000.
HCE -2-3/00
VAIL ATHLETIG CLUB
CODE ANALYSIS
I. ABEA SUMMARY
BASEMENT
LOWER HEALTH CLUB
GHOUP A, DIVISION g --12,977 FT.z
GROUPB = 2'158FT'2
SUB-TOTAL =15,135 FT.z
UPPER HEALTH CLUB
GROUP A, DIVISION 3 ='13,934 FT'?
cRouP g = 4,042Fr.2
cRouP s, DlvtstoN 3 = 4.287 Ff .?=
SUB-TOTAL =22,263Ff '2
FIRST FLOOR
GROUP A, DIVISION 3 = 2,4o2FT'2
GROUP B = '1 ,932 FT''z
cRouP R, DtvtstoN 1 = 9.948 FT.:
SUB-TOTAL = 14,282FT'2
SECOND FLOOR
GROUP R, DIVISION 'l = 14,960 FT''?
THIRD FLOOH
GROUP R, DIVISION 1 = 13'693 FT''
FOURTH FLOOB
GROUP R, DIVISION'l = 6,841 FT?
. suMMAHY oF BUILDING AFEA BY OCCUPANCY (EXCLUDING BASEMENT LEVELS)
GROUP A, DIVISION 3 = 2,402FI'2
GROUPB = 1,932FT''?
GROUP R, DIVISION 1 =45.442Ff .?,
suB-ToTAL =49,776FT.2
SUMMARY OF BASEMENT AREA (BOTH FLOORS)
GBouP A, Dlvls;6N d 12pt7 Fr'" + 13,93i FT'2 = 26,911 FT'2
GRouP B i,isa Fr'' + 4,042 FT''? = 6'2oo FT'2
GROUP S, DIV|S|ON S il,Zst fl." = 4.287 FI:
suB-TorAL -37 .aIBFT'.
HCE -.t-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
II. HEIGHT AND ABEA ANALYSIS
ALLOWABLE ABEA ANALYSIS - ASSUME TYPE II-1 HOUF CONSTRUCTION
BASIC ALLOWABLE AHEA (UBC, TABLE 5-B)
GROUP A, DIVISION 3 = '13,500 FT.,GROUPB =1B,oOOFT.?
GROUP S, DIVISION 3 = 1B,OOO FT.'
GBOUP R, DIVISION 1 = 13,500 FT.'
BASEMENT LEVELS MUST BE BELOW ALLOWABLE AREA FOR 1 STORY
ALLOWABLE AREA INCREASES (UBC, pARAcFApH 505)
SEPARATION ON 3 SIDES EXISTS MEASURED TO CENTER.LINE OF ROAD
MINIMUM WIDTH: NORTH SIZE = ZS'
EAST SIDE = 31'
SOUTH SIDE = 100'
MINIMUM CONDITION EXISTS ON NOHTH SIDE 22' .20' =2'
INCFIEASE IS ALLOWED FOR 2.5% FOR THE MINIMUM DISTANCE IN EXCESS OF 20'
2'x2.5"/"=57"
A MAXIMUM 5% INCBEASE IS PERMITTED
ALLOWABLE AREA INCF EASES
GROUP A, DIVISION 3 = 13.500 FT.'z x 1.105 = 14.175 FT.2GBOUPB =18,000 FT.2xt.105=19.890 FT.z
GROUP S, DIVISION 3 = 18,000 FT.' x 1.t05 = 19,890 FT.2
GROUP R, DIVISION 1 = 13,500 FT.'? x 1,105 = 14,175 FT.2
INCREASE FOR SpRtNKLER PROTECTTON (UBC, SECTTON 50s.3)
AREA MAY BE TBIPLED IN 1 STORY BUILD|NGS (BASEMENT LEVELS ARE CURHENTLY.. SPRTNKLERED)
GROUP A, DIVISION 3 = 14,175 FT.2 x 3=42,SZE FT.2GROUPB =19,890 FT.2x 3=59,670FT.2
GROUP S, DIVISION 3 = 19,890 FT., x B = 59,670 FT.2
AREA SUMMARY FOR BASEMENTS (UBC, SECTION 504.5)
ACTUAL AREA 26,91.t FT.2 6,200 FT.2 4,287 FT.2
+ ------------ =.80
ALLOWABLE AREA 42,525 FT,2 59,670 FT.2 59,670 FT.'
RATTO OF AREAS MUST BE < .1.0 (UBC, SECTTON 504.s)
SINCE .BO < 1.0 _ TYPE II . 1 HOUR IS ACCEPTABLE
HCE 3/00-4-
VAIL ATHLETIC CLUB
CODE ANALYSIS
ll. HEtcHT AND ABEA ANALYSIS (CONT'D)
ABEA ANALYSIS FOR UPPER FLOOB LEVELS
MULTT-STORY INCREASE (UBC, SECTTON 504.2)
BASIC ALLOWABLE WITH SETBACK INCREASE (SEE PREVIOUS PAGE FOR SETBACK
tNcREASE)
GROUP A, DIVISION 3 = 14,175FT.2GROUPB =19,890FT.'
GROUP S, DIVISION 3 = 19.890 FT.2
GROUP R, DIVIS|ON 1 = 14,175 FT.2
THE MULTI-STOHY INCREASE ALLOWS THAT THE BASIC ALLOWABLE AREA MAY BE
DOUBLED FOR MULT|PLE STOBTES (UBC, SECTTON s04.2)
GBOUP A, DIVISION 3 = 14,175 Ff .2 x 2 = 28,350 FT.z
GBOUP B = 19,890 FT.'?x 2 =39.780 FT.'?
GROUP S, DIVISION 3 = 19,890 FT.'? x 2 = 39,780 FT.2
GFIOUP Fl, DIVISION 1 = 14,175FT.2x2=28,350Fr.2
AUTOMATTC SpRtNKLER TNCREASE (UBC, SECTTON 505.3)
CODE ALLOWS THAT THE ALLOWABLE ABEA MAY BE DOUBLED IN MULTI.STOFY
BUILDINGS WHEN SPRINKLERS ARE INSTALLED THROUGHOUT. AUTOMATIC SPBINKLER
PROTECTION IS CONTEMPLATED IN CONJUNCTION W'TH THE PROJECT.
ALLOWABLE AREA
GROUP A, DIVISION 3 28,350 FT.2 x 2 = 56.700 FT.2
GBOUP B 39,780 FT.2x2=79,560 Ff.2
GROUP S, DIVISION 3 39,780 FT.2 x 2 = 79,560 FT.2
. GFIOUP R, DIVISION 1 28,300 FT.2 x 2 = 56,700 FT.,
AREA SUMMABY FOR ENTIRE BUILDING (EXCLUDING BASEMENT)
GHOUP A, DIVISION 3 GROUP B GROUP R, DIVISION 1
ACTUAL 2,402FT.2 .1,932 FT.' 45,442FT.2
+ ----*------*- = .86ALLOWABLE 56,700 FT.2 79,560 FT,z 56,700 FT.'
... .86 < 1.0 TYPE II - 1 HOUR IS ACCEPTABLE FOR TOTAL PROJECT AREA.
HCE 3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
II, HEIGHT AND AREA ANALYSIS (CONT'D)
cHECK ON NUMBER OF STORTES (UBC, SECTIoN TABLE 5-B)
ALLOWABLE
GBOUP A, DIVISION 3 - MAXIMUM 2 STOBIES
GROUP B - MAXIMUM4STORIES
GFIOUP B, DIVISION 1 - MAXIMUM 4 STOBIES
ACTUAL
ALL GFOUP A, DIVISION 3 USES ARE ON 1ST FLOOR
ALL GROUP B USES ARE ON FIRST FLOOB
THE BUILDING HAS FOUR STORIES - STORY LIMIT NOT EXCEEDED
BUILDING HETGHT (UBC, TABLE 5-B)
FOR TYPE II- 1 HOUR HEIGHT LIMIT IS 65'
ACCOHDING TO JMP DWG A3.1 DATED 4I17IS6,THE DISTANCE FROM GRADE LEVEL ON
THE FRONT OF THE BUILDING TO THE BUILDING FOOF IS 53" THE MAXIMUM PERMITTED
HEIGHT IS 65'AND WELL WITHIN THE PRESCRIBED LIMITS.
IN SUMMARY, TYPE II I-HOUR CONSTHUCTION CAN BE UTILIZED FOF THE PROPOSED
PROJECT.
-6-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
III. TYPE OF CONSTBUCTION
uBc, CHAPTER 6 (TABLE 6-A). TypE il - 1 HOUR
CONSTRUCTION ELEMENT HEQUIBED FIRE HATING
EXTERIOR BEAHING WALLS .I HOUR
INTERIOR BEARING WALLS .I HOUR
STBUCTUBAL FRAME 1 HOUR
PERMANENT PARTITIONS 1 HOUF
SHAFT ENCLOSURES 1 HOURFLOOF/CEILINGS l HOURBOOFS l HOURNON.COMBUSTIBLESTA|RWELLS 2 HOUH (UBC, pABAcRApH 1005.3-3.2)
HCE -7-3/00
VAIL ATHLENC CLUB
CODE ANALYSIS
IV. LOCATION ON PBOPERTY
UBC, TABLE 5.A
GROUP B/GROUP S, DIVISION 3 -TYPE II1-HOUR CONSTRUCTION
EXTERIOR BEARING WALLS - 1 HOUR/NON.COMBUSTIBLE
OPENINGS NOT PERMITTED < 5'TO PROPERTY LINE
OPENINGS PROTECTED < 1O'TO PROPERTY LINE
GROUP A, DIVISION 3. TYPE II 1-HOUB CONSTFUCTION
EXTERIOH BEABING WALLS .2 HR < 5'TO PHOPEBTY LINE
- 1 HR/NON-COMBUSTIBLE ELSEWHEBE
OPENINGS NOT PERMITTED < 5'TO PROPERTY LINE
OPENINGS PBOTECTED < 1O'TO PROPERTY LINE
WEST SIDE - MINIMUM DISTANCE TO PIL=2'lN SW CORNER
NORTH SIDE' MINIMUM DISTANCE TO P/L = 0' AT ENTRANCE
THE ENTRANCE CONFIGUBATION MUSTBE 2 HOUR RATED
OPENINGS NOT PERMITTED < 5'
EAST SIDE - MINIMUM DISTANCE = 1O'- NO REOUIREMENTS
HCE -8-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
V. "O'*'O OCCUPANCY SEPARATIONS
UBC, TABLE 3-B
AREA
GROUP A, DIVISION 3iGROUP B
GROUP BiGROUP S, DIVISION 3
GFOUP B/GROUP R, DIVISION 1
GROUP A, DiVISION 3/GROUP R, DIVISION .1
GROUP A, D|VTSION 3icROUp S, DtVtStON 3 (PARK|NG) 3 HOUR
RATING FEQUIFED
NONE
HOUB
HOUF
HOUR
3/00HCE-9-
VAIL ATHLETIC CLUB
CODE ANALYSTS
VI. MISCELLANEOUSFIRESEPABATIONS
RooMS wlrH HEATING EQUTPMENT > 400,000 BTU/HF = 1 HouB - uBc, sEcloN 309.s
OPENINGS ABE PERMITTED BETWEEN TWO COMMUNICATING FLOOR LEVELSuBc, sEcTtoN 202
ELEVATOR SHAFT - 1 HOUR _ UBC, SECTION 3OO2
ELEVAToF MACH|NE BOOMS _ 1 HOUR _ANSI417.1, BULE 101.1(a)
ALL COFRIDOFS - 1 HOUR _ UBC, SECTION 1004.3.2
ELEVATOR LOBBIES - 1 HOUR _ UBC, SECTION 1004.3.4.5.BEQUIRED ON ALL FLOORS SINCE THE OCCUPANT LOAD EXCEEDS 30 ON ALL FLOORS,INCLUDING THE FIRST FLOOR/LOBBY
ELEVATOR REQUIREMENTS _ UBC, CHAPTER 30
IN BUILDINGS 4 OR MORE STOFIES _ ELEVATOFS SHALL BE PROVIDED.MINIMUM ELEVATOR SIZE 80" X 54,. To AccoMMoDATE AMBULANoE STRETCHEFS _ UBc,SECTION 3003.5 . THE ACTUAL ELEVATOR S|ZE tS 57" x 78,,W|DE
N+ €ft6 er*,A CHLvu$e-q, kA,€ | ttz-.
HCE -10-3/00
VAIL ATHLETIC CLUB
CODE ANALYSIS
VII. EGBESS REOUIFEMENTS
obcupanr LoAD cALcuLATroNs
LOWER HEALTH CLUB
GROUP A, DIVISION 3 12,977 FT.z + 50 = 259
GBOUP B 2,158 FT.2 +'100 = 21
OCCUPANT LOAD = 270 PERSONS
UPPER HEALTH CLUB
GROUP A, DIVISION 3 12,229 Fr.z + S0 = 245
GROUP A DINING 1,635 FT.? + 15 = 109GFIOUPB 4.O42Ff.2*100= 40oOCUPANTLOAD = 394 PEBSONS
FIBST FLOOR
GROUP B '1 ,932FT.2 +100= 19
GROUP A, DIVISION 3 2,4OZFT.2 + 15 = 160
GROUP R, DIVISION 'l 9,948 FT.z + 200 = 49
OCoUPANT LOAD = 2n PERSONS
SECOND FLOOR
GROUP R, DIVISION 1 14,960 FT.'? + 200 = 74 PERSONS
THIRD FLOOF
GROUP R, DIV|S|ON | 13,693 FT.2 - 200 = 68 PEFISONS
FOURTH FLOOR, GROUP R, D|VISION 1 6,841 FT.2 + 200 = 34 PERSONS
TOTAL BLDG OCCUPANT LOAD = 1.O68 PERSONS
GENERAL ISSUES
ALL NEW STAIBS MUST BE 2 HOUR, UBC, SECTION J005.3.3.2 SUB PARAGRAPH #3,
NEED PANIC HARDWARE ON ALL DOORS WHEBE OCCUPANT LOAD EXCEEDS 50
PERSONS. UBC, SECTION 1003.3.1.8.
ALL SLEEPING ROOMS BELOW THE FOURTH FLOOF MUST HAVE A OPERABLE
DOORANINDOW OPERABLE FROM THE INTEFIOR. MINIMUM SIZE 5.7 FT.'. MINIMUM CLEAR
DIMENSIONS IS 24" HEIGHT.20" WIDTH. UBC, SECTION 310.4.
EXIT SIGNS BEQUIRED _ UBC, SECTION 1003.2.8.2
EXIT ILLUMINATION REQUIFIED _ UBC, SECTION 1003.2.9.1
BOTH OF THE ABOVE REQUIRE EMERGENCY POWER 1.5 HOURS
FLOOR LEVEL EXIT SIGNS ARE RFQUIRED IN COBRIDORS _ UBC, SECTION 1007.6.2
HCE -l t-3/00
VAIL ATHLETTC C|-UB
CODEANALYSIS
IX. FIRE PBOTECTION REOUIREMENTS
1. SPFINKLERS REOUIRED THROUGHOUTBASED ON THE AREA ANALYSIS.
2. FLOOR CONTROL VALVES SHOULD BE INSTALLED FOF EACH LEVEL _
BECOMMEND.
3. NEED STANDPIPE ADDED IN STAIHWELLS BETWEEN COLUMNS 8A-9 _ UBC,
CHAPTER 9.
4. NEED ROOF SMOKE HATCH AT NEW STAIRWELLS > 4 STORIES _ UBC, SECTION
1003.3.3.12. bsc-.* fnce\r"i<df Lo$\/\ r:( rv.roo^\ c.p\a-!r. a ifq ^t'--5. EXTEND WEST STANDPIPE TO THE NEW SIAIRWELL LOCATED BETWEEN COLUMN
4-5 _ UBC, CHAPTER 9.
3/00HCE-1+
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
Applicable Codes: 1997 Uniform Building Code (UBC)
Town of Vail
G-West 201084
Code Review
Pg. 1 of 15
V-
1994 Uniform Plumbing Code (UPC) (97IPC OK)
1998 International Mech Code (lMC) (97 UMC OK)
1999 National Electrical Code (NEC)
CABO/ANSI A117.1 Accessibility Standards (C/A)
(Per Town of Vail Adoption)
Drawings dated V2/26101
Manualdated 02105101
Structural Calcs 04104101
Architect : Davis Partnership
Mech. & Elec. : Beaudin Ganze
Contractor : Shaw Construction
Structural : Monroe& Newell
Civil : Marcin Engineering
Fire Protection : All-State
Code Consultant : High Country Engineering
B-1016
No Stamp
PE-12082
No Stamp
No Stamp
PE 22147
B.
c.
Occupancy Groups : R-1 Apartments Units & Dwelling Units
S-3 Parking Garage (Underground)
A-3 Restaurant, Bar, Health Club, LockersB Offices & Kitchen
S-1 Storage
Type of Construction : ll - 1 HR Fully Sprinklered
Location on Property :
North : Frontage on East Meadow Drive South : Faces Wetlands & Park
East : Frontage on Vail Valley Drive West : Mountain Haus Parcel
D. Summary of Floor Areas : These numbers have been calculated from the floor
plans provided. Note that floor areas are larger than the entries provided in the
Code Analysis on the Index Cover Sheet of the review sets.
Basement Lower Leve
Health Club Upper Level
Parking Garage
Restaurant & Kitchen
Main Floor
2nd Floor
3rd Floor
Penthouse Level
Total Building
Floor Area (sf) Floor Elevation
15,167 8155.33'
12,953 8164.83'
4,257 8164.83',
2,500 8166.33'16.654 8177.33'
16.474 8186.83'
16,318 8196.33'
7,316 8207.33',
91,609
1
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
Town of Vail
G-West 201084
Code Review
Pg. 2 of 15
E. Height & Number of Stories : See Review Comment No. 1
Architectural Review
1. L 2-0 : The height of the building needs to be resolved with regard to total
number of stories above grade as altered by the new penthouse units added
to the top floor. UBC 506 & 3403
a) A 5-1 & L 2-0 : Area to be re-graded at the exterior spa pool will
leave this portion of the south yard at Water Elevation = 8160',
which is more than 12 ft. below the main floor at Elevation
8177.33', thereby disqualifying the contiguous floor level as a
basement. UBC 220 & 208, Definitions of "Story" and "Grade.
b) The Penthouse additions thereby cause the building to exceed
the maximum allowable 4 story height for an R-1 occupancy in a
Type ll - 1 HR building. UBC 506 & Table 5-B.
2. L2-0: Verify that wetlands and park area on adjacent property south of the
building is public space usable as an open yard greater than 60' applicable to
floor area increase and fire department approach. Otherwise building has no
usable yard clearance to the property line on this side. UBC 505.1.1
3. L 2-0 : Building requires sufficient open yards on 3 sides to justify allowable
floor area on no more than 4 stories above grade. The parking garage and
Health Club Lower Level are considered below grade. UBC 505.1.2
4. A3-2: The existing underground Garage is shown extending beyond the
North property line into the street ROW at East Meadow Drive. Are property
lines correct as shown? UBC 106.3.1
5. A 3-3 : New Bedroom windows on north side open onto yard supported by
the Garage roof underground. Verify existing roof is adequate for emergency
rescue by Fire Department to all new windows on this side of the building,
including the new penthouse units. UBC 310.4
6. A 3-1 thru A 3.7 :The keynotes and general notes are the same on each
sheet. Since keynotes are not flagged on the plan;the new work of Phases
lll - V is difficult to separate from existing areas outside of the scope.
VAIL MOUNTATN LODGE TOWN OI VA|I
Phase lll- V : Expansion & Renovation G'West 201084
East Meadow Drive & VailValley Drive Code Review
May 14,2001 Pg.3 of 15
7. A 5-1 : South Elevation : Existing windows in South exterior wall of Health
Club Upper Level will require tempered safety glass if less than 18" above
new grade and panels unsupported greater than 9 sq. ft. UBC 2406.4
L S 4.0 : Sec. 3 : Provide weather proof seal at steel bearing assembly on top
of existing concrete foundation wall to prevent moisture penetration into
building through areawell. UBC 1402
9. A 5-1 & A 7-10 :Wood siding is not permitted on the West Elevation on
exterior walls less than 40 ft. from property line. UBC 603.3.1 & Table 5-A
10. A 5-2 & A7-12:Wood siding on North Elevation at new dormers not
permitted more than 35' above grade. UBC 601.5.4 & Table 5-A
11. L 1.0:Newexterior 1:12 slope rampwillrequirea handrailon both sides.
uBc 1003.3.4.5
12. A 3-1 & A 6-4 : Two exits from Basement between Grids 1 1-12 are not
adequately separated. 112lhe major diagonal of the basement area served is
approximately 98'; requiring 49'separation between the exit-access doors at
101 & 102. UBC 1004.2.3 &1004.2.4
13. A 3-2 & A 6-5 : New Elevator opens into the egress route from the Restaurant
(Dining) area to Stair 208. The Elevator opening must be equipped with a
smoke and draft seal; or be separated from the Dining Room by a Lobby.
uBc 1004.3.3.5 & 711.4
14. A 6-6 : Door 308C appears to be a non-conforming required exit for the new
Restaurant occupants from the lower level. Address door width at top of
stair, minimum width of exit discharge into courtyard between retaining walls;
and the unidentified gate at the end of the walkway. UBC 1003.3.1.3,
1003.3.1.s, 1 003.3.1.8, 1 006.3.5.2
15. A 6-5 : The main exit from the Restaurant may be considered the doors
opening onto the Patio. Folding doors are not considered safe for orderly
evacuation during an emergency. UBG 1003.3.1 .5
16. A 6-6 : Door 3O8B does not provide an adequate landing at the foot of Stair
308. UBC 1003.3.1 .7 & 1003.3.3.5
17. A3-2 Dishwashing area is not permitted under enclosed Stair 308 above.
uBc 1005.3.3.6
VAIL MOUNTAIN LODGE Town of Vail
Phase lll - V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive r Code Review
May 14,2001 Pg.4 of 15
18. Specs Table of Contents : The following Sections are noted as not included
in the project manual.
08000 Door, Frame, Hardware Schedules.
09000 Finish Schedule
10520 Fire Protection Specialties
Div. 15 Fire Suppression & Standpipe Specifications
Div. 16 FireAlarm
19. Specs 08960 : Refers to Div. 8, Section for "Glazing"; not provided. ldentify
whether glass or plastic to be used at sloped glazing. UBC 2409 & 2603.7
20. A 1-1 : Coordinate specifications and safety glazing requirements at doors
and windows subject to human impact. UBC 2406
2'1. Specs 06105 : Part 1 .2. A4 & 5 :Sheathing and subflooring may not be of
wood in Type ll - 1 HR building. UBC 603
22. Specs 06100 : Part 1 .2. A1 & 5 : Equipment bases and support curbs may
not be of wood in Type ll - 1 HR building. UMC 308.3
23. Specs 14420: Calls for wheelchair lifts; not located on drawings. Use as an
egress component is limited by UBC 1 104.1 ,4
Structural Review
24. Structural calculations use 40 psf LL for Residential balconies; same as
interior floors. Minimum 60 psf required by Table 16-4; greater with snow
ddfting based on area snow loads. This includes the rooftop balconies
shown on Sheet A 5-1. UBC 1608
25. S 4.0 :General Notes :Snow loads callfor 100 psf al roof slopes less than
or equal to 3 : 12; and 80 psf at slopes > 3 : '12. Reductions may not be
applied for slopes less than 4.36:12; i.e. 20" from horizontal. UBC 1614
Mechanical Review
26. M1.1. Provide trip lever on wide side of handicapped water closet stall
(CABO/ANSI 41 1 7.1 -1 992, 4-17 .5).
27. M2.3,M2.4, M2.5. Required fire rating of rated corridors and floor to floor
separation shall be maintained at alltimes during construction within
occupied building (UBC 710.1 1, 713.1 0).
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
Town of Vail
C-West 201084
Code Review
Pg. 5 of 15
28. M3.1. Provide reduced oressure backflow Dreventer in lieu of double check
valve shown on domestic water service (UPC 602.3).
29. M3.1 . 2" vent serving 4' P-10 floor drain is undersized and should be
increased one pipe diameter. 4" waste outlet normally requires minimum 2"
vent. However, excessive length of 2" vent shown requires pipe upsizing to
next recognized diameter (UPC Table 7-5).
30. M3.1. P-1 discharge piping is too small to be considered gravity drainage
piping. Specified 39 gpm equals 78 fixture units, requiring a 4" gravity drain
by UPC Table 7-5. All 2' PST piping from P-1 shall be rated for anticipated
flow and pressure (UPC 703.2, 710.5, 710.7).
M3.1. Sump for P-1 shall be vented (UPC 710.10).
M3.1. 2" vent may not be reduced in size lo 1-1,.2" V (UPC 311.5).
M3.1. Provide cleanout on two 2" vents originating from grease interceptor,
following vent rise through grade (UPC 905.3).
M3.2, M3.3. 1-114" MG is undersized for gas load and length of piping to
kitchen and should be increased in size (UPC Table 12-4).
M3.3. Clarify gas flow rate at Hors Dourves Range (UPC 103.2.3).
M3.3. Minimum vent size at 4" P-9 and 4" P-10 equals 2" diameter (UPC
Table 7-5).
M3.3. Length of horizontal1-112" V originating from P-8 at column lines U11
exceeds allowable maximum length (UPC Table 7-5).
M3.3. Provide cleanout at Bath 114 waste branch (UPC707.4).
M4.3, M4.5, M4.6, M4.8. Provide smoke detector within 5'0" of all fire smoke
dampers (UBC 713.10, 713.1 1 ).
M4.3, M4.4. Clothes dryer exhaust duct limited to 14' length with (2) two 90e
elbows (UMC 504.3.2).
41 . M4.3, M4.4. Clarify outside air quantity to CUH-4 (UBC 1202.2.1).
42. M4.3, M4.4, M4.5. Clarify source of make up air to guestroom toilet exhaust
system (UMC 402.4).
31.
32.
33.
35.
36.
38.
39.
34.
37.
40.
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation G-West 201084
East Meadow Drive & VailValley Drive Code Review
May 14,2001 Pg.6 of 15
49. M4.3, M4.4, M45, M6.1, M6.2. Sanitary vent below fixture flood rim level not
allowed unless required due to structural conditions (UPC 905.3).
44. M4.3, M4.4, M4.5, M4.6. Provide combustion air to gas fireplaces (UMC
901.2, 901.3).
45. M4.3, M4.4, M4.5. All ductwork penetrations of fire rated occupancy
separation shall be provided with fire smoke dampers (UBC 713.10, 713.11).
46. M4.3, M4.4, M4.5. Existing solid fuel fireplace chimney vent dampers and
chimney construction shall be permanently opened and inspected prior to
conversion to gas use (UMC 813.2, 901 .2).
47. M4.3, M4.4, M4.5. Clarify all natural gas pipe loading to fireplaces and
miscellaneous gas appliances such as ranges and boilers and total gas loads
such that gas pipe sizes may be reviewed for code compliance (UPC
1217.0).
48. M4.6. 2" horizontal storm drain is not a recognized size. Increase horizontal
storm drain to minimum 3" diameter (UPC Table 11-2).
49. M4.6. Length of 1-112" vent above Bedroom 610A exceeds allowable
horizontal length and must be increased in diameter one pipe size (UPC
Table 7-5).
50. M4.6. Outlet of grease exhaust fans shall be located 24" above all building
construction within 10' (UMC 507.11).
51. M4.8. Ductwork may not remain abandoned above electric panels (NEC).
52. M4.8. Provide smoke detector in S.A. duct of relocated MAU-3 (UMC 608.0).
53. M4.9. Provide make up air to EF-4 in elevator equipment room (UMC 402.4).
54. M4.9. Elevator equipment room shall have fire rating at least equalto
elevator shaft served (ASME 417.1 , 1Ol .1a).
55. M4.9. Provide fire rated duct cleanouts in grease exhaust duct systems
(uMc 507.5,507.7).
56. M4.9. Provide fire smoke damper at24" x 48" S.A. exit from duct shaft (UBC
713.10,713.11).
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & Vail Valley Drive Code Review
May 14,2001 Pg.7 of 15
57. M4.9. Provide minimum 3" high pad below condensing unit CU-1 (UMC
1 105.2.1).
58. M5.1. Check valves and gate valves at P-1 should be accessible (UPC
710.4).
59. M6.2. Clarify size of vent from P/13 into riser P/14 (UPC 103.2.3).
60. Not Used.
61. FP-2. Pipe sizes shown are too small for pipe size schedule compliance'
Provide hydraulic calculations to justify pipe sizing (NFPA 13, B-5).
62. FP-3. Provide reduced pressure backflow preventer on sprinkler piping with
glycol (UPC 603.4.1 8.3).
63. FP-3. Clarify missing piping at approximately column lines 3iM (UPC
103.2.3).
64. F3-0.1. Plumbing notes, number 11 indicates the need for gas pressure
regulator for each piece of kitchen gas equipment. Plumbing drawings
should be revised to show location of each regulator with appropriate venting
to atmosphere. (UPC 1218.0).
65. FS-1.2, FS1.3, FS-1PP. Food service drawings appear incomplete. Clarify
description of keynotes used on plans (UMC 1 13.5, UPC 103.2.3).
Electrical Review
66. General Comments (E2.1 through E3.5):
a) Document the complete electrical system oneline diagram and
load summary from the load panelboards back to the main
service to demonstrate compliance with NEC Article 220 and
NEC 215-5. Show wire and conduit sizes, equipment ratings and
the loads at each panelboard, distribution panel and the main
' service. Document each component of load with the applicable
demand, continuous, and largest motor factors.
b) Document guest room panelboard loads and compliance with
circuiting requirements per NEC Article 210 and 220.
VAIL MOUNTAIN LODGE Town of Vail
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive Code Review
May 14,2001 Pg.8 of 15
c) Document the available short circuit current and equipment short
circuit ratings for new panelboards and feeder replacements per
NEC 1 10-9 and 1 10-10.
d) The drawings are difficult to read, the background line weights do
not appear to be any different than the device line weights. Also,
the symbols in the legend on sheet E1.1 are heavy line weights
that make is difficult (at best)to distinguish the differences. In
addition, the symbol size in the legend is very small. For
example, the difference between GFl, isolated ground and other
receptacles is not distinguishable.
e) Fire alarm and detection system division 16 specifications are not
included with the construction documents. Document that fire
alarm system shop drawings will be provided per UFC 1007.3.1 .
Also, document acceptance testing of the fire alarm system in the
presence ol the chief and certifying to the chief thai the system
has been installed in accordance with the approved drawings and
specifications.
67. E1.2. Reference notes 3 and 4 for street lighting. Document the power
source, load and feeder sizes to demonstrate compliance with NEC Article
210 and 220.
68. E1.2 and E2.3. Reference note 6 on E1 .2 and notes 19 and 20 on E2.3
regarding X-MAS lighting circuits.
a) Document panelboard GH2 and H2 branch circuits and loads per
NEC Articles 210 and 22O; reterence the above general
commenIS.
b) Document that weatherproof receptacles will be provided in
compliance with NEC 410-57(b); notes only call for termination of
circuits.
69. E1.2 and E2.7. Document panelboard SPA branch circuits and loads per
NEC Articles 210 and 220; relerence the above general comments.
70. E2.1. Reference flag notes 2, 4, 5, 6, and 7 and plan notes.
a) Document the one-line diagram, branch circuits and loads for
future MMS (multiple meter stack), panel W (panel schedule only
shown on sheel E2.1K), relocated H.C.E pad mounted
transformer, panel K1 and K2 (panel schedules only shown on
VAIL MOUNTAIN LODGE TOWN OI VA|I
Phase lll- V : Expansion & Renovation C'West 201084
East Meadow Drive & VailValley Drive Code Review
May 14,2001 Pg.9 of 15
sheet E2.1K), and downstream feeders from MMS to
condominiums GS-s, GS-6, C5-1 and C5-2; reference the above
general comments.
b) Document the one-line diagram and load for the elevator
connections to the club switchboard; reference the above general
comments,
c) Document the circuit and load for the elevator pit lighting and
receptacle per NEC Article 220 and NEC 620-24.
71. E2.1. Document that the elevator pit light is not connected downstream of
the GFCI receptacle per NEC 620-2a@).
72. E?JK. Reference kitchen detail2, food service equipment load schedule
and panelboard schedules:
a) Document the minimum circuit ampacity and maximum
overcurrenl device for item number 2,treezer refrigerator system
(circuit K1-9,11), per NEC 440-35 and 440-22(c); 40A breaker is
shown for #10 conductors and load is 21 .4A.
b) Document the feeder conductors for item 19, cook & hold oven
(circuit K1-23, 24), per NEC 240-3; a load of 38.5A (8 kW at
208V, 1-phase) with 50A circuit breaker.
c) Document that the feeder to item 37, booster heater (circuit K1-
20,22,24), complies with NEC 422-10:40A circuit shown and
equipment is rated for 33.3A (12 kW, at 208V, 3-phase, 33.3 x
1.25 = 41.64).
d) Document that the feeder to item 41 , ice machine (circuit K1-26,
28), complies with NEC 240-3(d); 25A circuit breaker shown for
#12 conductors and load is 12.8A.
e) Document that the feeder to item 45, coffee brewer (circuit K2-5
,7), complies with NEC 240-3(d);40A circuit breaker shown for
#10 conductors and load is 28A.
f) Document that the feeder to item 46, ice tea dispenser (circuit
K2-9), complies with NEC 240-3(d); a 25A circuit breaker is
shown lor #12 conductors and the load is 1.7 kW.
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
Town of Vail
G-West 201084
Code Review
Pg. 10 of 15
73. E2.2. Document the feeder source and load for the elevator pit lighting and
receptacle per NEC Article 220; only nearest 120V circuit indicated. Nearest
suitable 120V circuit should be identified by the design engineer.
74. E2.2. Document the feeder for the elevator machine room 210 receptacle
and lighting per NEC Article 220 tor compliance with NEC 620-23(a).
75. E2.2. Reterence EF-1 (stair 202). The 15A/3 pole circuit breaker shown
panel W-3, circuits 38, 40, and 42, does not comply with NEC Article 430;
17.5A shown per phase.
76. E2.2. Reterence flag notes 1, 6, 7, and 8. Load is shown added to panel
HG2 and the panelschedule with branch loads and load summary is not
shown; reference the generalcomments above.
77. E2.2. Reference flag note 2. Reference the area enclosed by flag note 2.
New circuits are shown to panel H2; however, they are not identified in the
panel schedule on sheet E2.8.
78. E2.3. Document new panelboards A and G1A branch circuits and loads per
NEC Articles 210 and 220:relerence the above generalcomments.
79. E2.3. Document panelboard H3 (flag note 6) and G2 (flag note 15) branch
circuits and loads per NEC Article 210 and 220; reference the above general
comments.
80. Ez.g, E2.4, E2.5, E2.6 and EzJ. Reference egress path lighting. Document
that the wiring for the emergency egress lighting and exit signs in corridors
and other egress paths complies with NEC 700-12(e) for unit equipment
wired to the same circuit as the normal lighting, and NEC 700-16 for two
lamps so that the failure of any individual lighting element will not leave the
area in total darkness.
a) E2.3. The F5 emergency cove fixtures in corridor 300 only have
one lamp.
b) E2.3. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
c) E2.3. Document emergency egress lighting in vestibule 344 and
stairs 308 per UBC 1003.2.9.2; nothing shown.
10
VAIL MOUNTAIN LODGE Town ol Vail
Phase lll - V : Expansion & Renovation C'West 201084
East Meadow Drive & Vail Valley Drive Code Review
May 14,2001 P9.11 of 15
d) E2.3. Document emergency egress lighting over the exterior
stairs, outside of vestibule 344 al column lines F, G and 13, per
UBC 1003.2.9.2; nothing shown.
e) E2.3. Document emergency egress lighting in elevator lobby;see
flag note 6.
tl E2.4. Document emergency egress lighting in elevator lobby;see
flag note 6.
d E2.a The F5 emergency cove fixtures in corridor 400 only have
one lamp.
h) E2.4. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
i) E2.5. The F5 emergency cove fixture in corridor 500 only have
one lamp.
j) E2.5. The emergency lighting and exit sign circuiting is not
shown in corridor 500; the normal lighting circuiting is also not
shown.
k) E2.5. Document emergency egress lighting in elevator lobby;see
flag note 4.
l) E2.6. The F5 emergency cove fixture in corridor 600 and hall622
only have one lamp.
m) E2.6. The emergency lighting and exit sign circuiting is not
shown in corridor 600 and hall622; the normal lighting circuiting
is also not shown.
81 . E2.3. Reference flag note 16. The feeder noted from H3 to A does not
comply with NEC 240-3; #1 conductor (rated for 130A at 75 degrees C)
shown protected by 150A breaker.
82. E2.3. Reference panels H2 and H2A, f lag note 1 7. Document the one-line
diagram per NEC 215-5 (schedule shown on E2.B); reference the above
general com ments.
11
VAIL MOUNTAIN LODGE Town oI VaiI
Phase lll- V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive Code Review
May 14,2001 P9.12 of 15
83. E2.3. Reference flag note 11. Document the branch circuit and load per
NEC Articles 210 and 220; note indicates connection of lighting to existing
circuit.
84. E2.4. Document panelboard G2, G2A, FFl, and FF2 branch circuits and
loads per NEC Article 210 and 220; reterence the above general comments.
85. E2.4. The location of new panelboard G2 does not comply with NEC 110-26;
the oanel is located behind corridor doors to elevator.
86. E2.4. Further document the location of panel FF1 at column lines F-11 and
document compliance with NEC 1 10-26; the panelboard appears to be
located behind a door.
87. E2.4. Document flag notes 13, 14 and 15 on plan; nothing shown. Also,
document the panelboard branch circuits and load per NEC Articles 210 and
220: reference above general comments.
88. E2.5. Document new panelboard G3 and existing panelboard PGS branch
circuits and loads per NEC Article 210 and 220:reference the above general
comments.
89. E2.6. Document new panelboard G4 branch circuits and loads per NEC
Article 210 and 220; relerence the above general comments.
90. E2.6. The location of new panelboard G4 does not comply with NEC 1 10-26;
the panel is located behind door.
91 . E2.6. Reference flag note 10. Document the source panel for DC-5 and
panelboard load calculations per NEC Articles 210 and 220.
92. E2.7. Reference detail 2, MAU-4. Document the branch circuit feeder and
compliance with NEC Articles 220 and 430.
93. E2.7. Relerence detail 2, AHU-1. Document the branch feeder breaker
rating and compliance with NEC Article 430.
94. E2.7. Relerence detail 2, emergency lighting circuit for dining room 200.
Documenl the branch feeder and load of existing circuit for connection per
NEC Article 220. Also, document compliance with NEC 700-12(e),
emergency lighting not shown connected to normal lighting circuit.
95. E2.7. Reference detail 1, emergency lighting circuit for wine cellar, passage
and elevator lobby. Document the branch feeder and load per NEC Article
12
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
220; panel and circuit not shown. Also, document compliance with NEC 700-
12(e), emergency lighting not shown connected lo normal lighting circuit'
96. E2.7. Reference detail 2. A separate circuit is not shown for elevator
equipment room 210 per NEC 620-33(a).
97. E2.7. Reference detail 1, equipment CU-1. Document the equipment load
, and feeder rating per NEC Article 424.
98. E2.8. Reference the "Partial Main Level Electrical Plan" detail. Emergency
egress lighting is not shown for stairs 301 per UBC 1003.2.9.2. Even if the
stairs are not part of the required egress system they are an occupied part of
the building and may be in use; UBC 1001 .1 .
99. E2.8. Panel schedule H2A does not appear to be complete; document all
loads and the load summary per NEC Article 220. For example, circuits H2A-
19,21for equipment 101 is not shown,
100. E2.8. Reference the "Partial Main Level Electrical Plan" detail. Equipment
mark numbers and circuiting for 86, 90, 93 and 1 19-'133 (with electrical loads)
are not shown on the plan. Document the circuits and loads to demonstrate
compliance with NEC Articles 210 and 220.
101 . E3.1 through E3.5, and E1 .1 . Reference guest room details and lighting
fixture C4 located above tubs and showers. Document that the fixture is
"suitable {or Wet Locations" per NEC 410-4(a); not indicated on fixture
schedule sheet E1.1.
102. E3.1 through 83.5. Reference guest room details. Document the circuiting
for allreceptacles to demonstrate compliance with NEC 210-60;some
receptacles are not circuited.
103. E3.1 through E3.5. Document that the type C13 lighting fixture as used in
the balcony is "suitable for Damp Location" per NEC 410-4(b); not indicated
on fixture schedule sheet E1.1. Reference detail 1, unit 313aon sheet E3.'1
for examole.
104. E3.3. Reference panel FFU414, detail 1. The panel working space is
obstructed by the laundry room door which does not comply with NEC 1 10-
26.
105. E3.5. Reference detail 1 , unit 5158 electrical plan. Nothing but background
plan is shown; appears to be unfinished.
Town of Vail
C-West 201084
Code Review
Pg. 13 of 15
IJ
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Town of Vail
C-West 201084
Code Review
Pg. 14 of 15
106. FP-2 through FP-7. Fire alarm system manual pull stations are not shown at
all stairs and exits at each level per UFC 1007.3.3.1 .
107. FP-2. Coordinate elevator #1 and #2 shaft detection with the chief ; nothing
shown.
108. FP-3. Document that the duct smoke detector in mechanical 209 is for the
AHU-1; unit rated for 6850 cfm. Document duct smoke detector for MAU-1
per UMC 608; unit rated for 7600 cfm.
109. FP-4. Clarify and document the magnetic door hold open and smoke
detector location shown at the bottom of stair 328; no door shown on
architectural plan sheet A3-3. Door schedule for project is not provided.
1 10. FP-4. Clarify and document the magnetic door hold open shown at column
lines G-12; document what doors hold open is applied to. Also, no smoke
detection shown.
111. FP-6. Coordinate and document the corridor double door at column lines G-
4;the location does not match the architecturaldrawing A3-4. Also,
coordinate the additional magnetic door hold opens shown in corridor 500 at
column lines G-5, G-7, and at the top of the stairs at approximately G-10.
112. FP-7. Coordinate and document the floor plan background between
column lines G-2 to G-5;the floor plan does not match the architectural
drawing 43-6.
113. FP-7. The smoke detector at column lines F-5 in corridor 600 does not
provide coverage all the way back to the door at column line G-4 per NFPA
72,2-3.4.5.1.2 & UFC STD. 10-2;the distance to the door exceeds 21 feet
from the detector.
114. FP-7. Fire alarm system visible notification devices are not located within 15'
of the ends of corridor 600 (near column lines F-5 and F-9). C|A4.26.3
1 15. FP-7. A fire alarm system visible nolification device is not located in the
elevator lobby 616 per UFC 1007.3.3.3.4 & CIA 4.26.3
G-West Code Consultants
2801 Youngfield Street, Suite 300
Golden, Golorado 80401
Tele : 303 205-7860
Fax : 303 237-0023
E-Mail ; steve@c-westcode.com
www.c-westcode.com
14
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Distribution : Gary Goodell, CBO,TOV
George Ruther, AICP
Ron Drey, CW
Gary Nickerson, CW
Town of Vall
C-West 201084
Code Review
Pg. 15 of 15
15
December 20,2000
Mr. Gary Goodell
Chief Building Official
75 SouthFrontageRoad
Vail, Colorado 81657
Vail Mountain Lodge
Architect's Proiect No. 00220.N
Dear Mr. Goodell:
Per our meeting with you, Ray Story and Jay Peterson, we are providing you with
specific product literature and test reports for the application of Sealeze on elevator
doors. The attached packet is for Sealeze to limit vertical smoke movement on the
elevator doors at Vail Mountain Lodge. We would like to use this product in place of a
smoke door or a Smoke Guard roll down transparent polyimide film system. Included
with product literature and typical application diagrams, in this packet, are the UL
number and test report, WHI listing and test report and CDF listing. Please call if you
have any questions.
wnH
cc: Iay Peterson, Ray Story
AIA
v:\vML\00220.@\leller\goodell\gg I 2 I 400
Denver Office: 2301 Bloke Skeel.Suite 100 Denver Colorodo 80205-2108 303.861.8555 Fox 303.861 3027
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Phone 800-787-7325 Fax 800-448-2908
industrial@sealeze.conr
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LIST,NG No.
CATEGORYT
LISTEE:
DESI6N:
INSTALLATIoNT
II4A,RKING:
APPHOVAL:
Sealeze - A Unit of JaSon lrrc,,
Contacr: * Mack plrolcn (800)
ln accordance with
& ordinonces and in
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listee's printed instdliali0n nstt.uctioris, applic,lbje codos
a mat]flor ncceptAble to thl arrrlrqrj ,y havirig jurisdiction,
l"istee's namc, model nr.rmber, UL and WHI ltb,rls.
Listed as gaskcting fitittcrial tor i"tsc
metel flnd steel-covcred doots, ritEl.tl
doors up to 3 hr. raling. lfistall,ltion
Dy tho outhority having jurinrliction,
wilh srlJrcr,rtely listr;d firt:-161sd hpl1rw
dr:or f rirrrt,rs i,trcl pa.:st,n ge,r elevator
and a1:Jrlicirtion rirc subjectcd to apprrovai
' Aev. 0G.22.?oO0
This listing is bascd upon lechnicill data submitted by thc apptjcirnt. C$FM J'irz Errglncc,ril.,l, s{atf hr)$ rcvicwclclthe testrosultsand/or othor data but.J0cs not Tilq en inoepenlaii u[ili.uton of ariy slrirrir, lfrls rirring rs r.ror. ijrn cnqor$cm(rnr orrccommondation of the ltent ligted. This li$ting $hould rot bc uriccl to vcrify cr:rrcct cpriririipn6[ lsqulrerner)ts or irritir JtlonOritorla. Refer 1O listee's data sheet, installation instructjons anrJ/or othor tlir;i,:lc trrfir,lari(rn sourcos.
Date lssued: IUNE 22, 2000
tffe<;live isrue clato to cxnitiltion dnte
Llsting Expires June 30, 2001
(r&ttt!,hl-"*"
/ BElt l-l(), sr4ler',lsing Doputy
Progriin A'lanage'r
Authorbed By:
D[p-07-00 THU 02:59 Pil SEALEZE CORPORATION FA}( N0, 8004482908 P, 04
uNDEnwnIT$RS LAI^toI#,1'0nIfis [Nc.latl DOrT lJn '|AftTl CL,{RJ{. C,|,Ufirtr{t^ b6OGo c
trn in"dftpulen t, no L fw - pr o1l I orgtniaatient twtino for nrhlir sn fetungtor publit saJety
Ei Ic frloggsProjecL 84SClo3Z3
June 2?, lr1g4
REPORT
ON
SPECIAL sERVIcEs i}IVEsTI6Ai.Ir)N
FOR
GAFKETING MATERIAT., oN ELEVATOE: I)oORs
The Owen Cornpan i esLos AIEo$, CA
Copyrigtrt. o 198+ Underwriters Labor.rtor ir:s Inc:,
Underwriters Laboratgries Inc.,. authorizec tlrr: nbove_namedcompany to reprocluce tlris Repori: provict-:,i it'is reproauceain its entircty.
The issuance of this Report irl rro way irnplies l.ioLin<"y,classification, or othei r."om*"n.Jation hy IJr, and does 'otauthorize the use of UL Listi.ng or Clar;rliiicalion Marks orany other ref,erence to underwriturs Lalrorirt'rier Inc, on orin oonnection r.,ith the protluct or systqlrfi.
rrr no event sharl uL be responsibr* to *nyone for r,,hateverusc or nonuse is rnade of the irrf,orrnatio',iontainec-l In thisReport and in no event shall UL, it,s errrpl,tyees, or its
19.'lt:. incur any obligetions or Iiabilii:y in" .t^,n"gon.itrcluding, but not Iimited to conseq(rerrr:i s,I clanrages Arisingout of or in connectlon with Ltrc use, o:. Lnahjl.i,ty to usethe information contalned in thit Repor,t:.
Look For Tho 0 Listing or Clsssilication Mark On 'flrt' l'roduct
Dlp-07-00 THU 02159 Pr{ sEALtZt C0RPORATI0N FAX N0, 8004482908 P, 05
Fi-1e Rl0995 .Issucd: 6*22-84
Pago Gl
GETiBRAi.,,
, This _is a Report of the observationsi rnlrle clur;1nq; uheconduct of a srnoke Bornb Te.qt in connectrcrr: di tlr an c.r.evatorcab and adjacent lobby area.
GT: sd
sra'*
DT.C-07-OO THU 02:59 PH SEALEZE CORPORATION FA( N0, 8004482908
File R10995
TEST REC
P, 06
I$su,-"4 t 5-22'84
Perge T1-l
ORD N O.I
TEST LOCATION:
r, .n*s-L_UsIftg!i
The tests were conductcd in a four*,st(,ry of ::icebuilding with garage level. with two clevar(,rs !n one $haft.lne snatt measured approxirnate.ly ./ ft rieep by ll ft wicle by?0 f t high. The toLai voLnrne oi tl,. EthErat vras Blt30 cu. Ft .
The elevator..cloor: gasketi.ng rirateri6l v as iderntiti.e<r bythe Applicant as .,Ther6J1-grushi maltufacf.ured b5r $e.rlezecorporation. The instalration of tlre .,Therm-L-ilr.ush,, wasnot. verified by Underwriters LaboraLories tnc. l,hegasketing nateria] was ineta]]ed on one (rocr on Lhe firstlrnd second floors only.
SMOKE I&ST 1
The tests were conducted in accordarrcc witlr ;r neLhodestablished by the Applicant and the MilFita$ lruildingDepartrnent. The following generally <ie:liribes Lhe testrnethod:
A, Alt the elevator cioors with the exccption of c,nedoor on the first floor an(l one cic,,ot.ofr lJre second
f Loor. were cornplebely r,oaLecl wit,ir duct Lal)e t-.ominimize leaks.
B. A srnoke detector was mounted at a disbancc of 3-1 /ZfL fron t,he plane of the e.Lr:vator dc,ors r+hich wereequipped with the gasketing maLerials.C. Both elevator cabs were set at the carage.level,
D. The pressure differentjal was nonj.tcred wj,Lh amanometetr. One port ilas exposed [o the e].evatorIobby pressure and the other porL w.s exl)(,sed to t.heelevator shaf,L pressure at, a point cn the firetfloor, 3 ft from t,he fLoor between thc nreerting edgesef the e]evator door withor.rt the gaskotlrrg, matarial .The other door on the fi.rst floor r,ras t,lro test cloorwith the gasketing materJal.
DTC-O7-OO THU 03:OO PH SEALEZE CORPORATION
f'l1e Rlogg5
FAX NO. BOO44B2SOB
llseuerd t 6-22-84
PrcEE tre DlJ.fererrtlal
( i tt , rlratcr )
-0.004 lcbby
-0.004 lobhy
-0.004 tobby
.0,004 lobby
,'0.00,1 lobby
'-0.00,1 lobby
.'0. 00,1 lobby
,'0.004 Iobby
.'0.004 loblry
..0. 00 4 l.obI:y
-,0.004 J.obby
..0.004 lobtry
- 0.004 Iobby
P, 07
page T1-?
The, gpgnigg created by the pressurr) pcrt tu[rer wassealed with duct tape to ninimlze leaks,
E. The Louvers. on the penthourie rernsined opfin.F. A smoke bomb with a burn timc of, orre m.r..nut,e and acapacit.y of, ?200 cu. nt as delerni.n*cl by :he ijmokebomb manufacturer was placr,rrl on th6 rcJoI ,:f theeLevat or cab loqat.ed trilorv Lhe ta$t cloor rln t,hefirst fIoor.G. The heating ventilatlon and aj.r c,rnCitlcning syscemwa,s in the off position,
I.l , The smoke bomb was ignited, the el-eyator rloof,closed, and observatitns were recorcled.
RESUIJTS
Fir$t & Secorrd FLoor
Time
i-..rt.-...::_--0 Mlnutes
I
I
A
5
t)
t
I
o
1'lt9
11
1'
'l'est tertnlnated
No smoke
No srnoke
No srnoke
No snoke
No smoke
No smoke
No smoke
No snqke
No smoke
No snoke
No snoke
No sfioke
visible
vislble
vi sible
visiblc
visibl c
visible
vi slble
vislble
vis ibl o
visible
vis iblc
visibl+
Obee rva tl ons
GTrsd
UI.U-UI-UU IIIU U3:UU flI SEfILEIb UUKFORH'IIU]I- }.Hl( NU. UUU44UZUUU
.t'11e 810995
r. UU
The test method isheatlng ventllation andon positlon.
Page T1-3
SMOKE TES? 2
METIIOD
eimilar to Srdokeair condltioning
Is$uc,d t 6-22-84
Test I except the
.eystem waE ln the
Tlme
*--.-q.-0 Minutes
I
2
3
4
5
6
7
I
9
10
fogt terrninated
GTIEd
srd
RESU!Tg
First e Second Floor-
observatlonE
No snoke visiblo
No €ftoke visible
No smoke visible
No smoke vlsible
No smoks visiblo
No smoke visible
No smoke visible
No snoke visible
No snske vlsible
No smoke vieiblc
Prces rre Diriterent,lal
( in. warcr)
+0.01 lobby
+0,0I loblry
+0,01 lobby
,0,0I5 lobtry
.0,015 J.obby
..0.0X? lobby
..0.01.? lobby
..0.0J.? lobby
.'0.01? Iobby
'.0,01? J.obby
r- i;! --rgnlElon {0.01 lobby
DEC-07-00 Tltu 03100 PH SEALEZE CORPORATION FAr( N0. 8004482908 P, 0g
t'i Io Rl0 9 93
Page CI
SUMM
Report by:
IM** T,rn
GARRETT ?O}IProject EngineerFire Protecblon Departmerrt
fssuetl: 6-22-84
Lo the Lu'o Le:il: s
slno*e wcrs visibi.er ln the
Lhe $rfloke irodt exposures
Revrr:u'ed by
ARY
- The observatlons with respectdescrlbed harein lndicate tfrai'no-adjacent lobby area as a result of
Firr.r I rotect:Ion DePartnent
-rl n
S. (:. ROL,L ' \
Execqt ive Sl:af f EncJinee r
9T: ad
srd
I^IHI TEST REPORT #6 30 - 6113 00
REPORT
OE
;
TEST OF GASKETING FOR RESISTANCE TO
AIR FLO$T AT ELEVATED TEMPERATURE
TO DETERMINE EFFECTIVENESS AS A SMOKE
CONTROL DOOR SEAL
FOR
SEALEZE CORPORATION
RICHMOND, VIRGINIA
BY
WARNOCK HERSEY INTERNATIONAL, INC.
MIDDLETON, I47ISCONSIN 53562
TEST DATE, 27 MARCH 1987
REPORT DATE: 31 MARCH 1987
REVISED DATE: 22 JULY 1987
The prodr-ict described herein has met the Performange r!9),1-l9i
menti to be eligible for a tlarnock Hersey International (wHI)
certification piogram. This report does not automaLically implv
cerlilication.- Pioducts must bear a trlHI label in order tc
demonstrate tlHI certification. Iiarnock Hersey authorizes the
above named client to reproduce this report only in iLs entireEy.
iiarnoek Hersey International Inc. (WUf) conducted tesEs on March
9 and ltarch 2i, 1987 Lo determine the resistance to air leakage
of Sealeze Coproration "THERM-L-BRUSH II" brush type gasketing.
Air leakage was measured al several differential pressures at
room LemperaLure and at an elevaled temperature of over 4000 F.
These teits rqere designed to deLermine the effectiveness of the
subjecL producL as a smoke control barrier. The tesLs were
desLgned- to determine the gaskeLingts performance as a component_
wiLh-respect. to requirements and recommendations of NFPA 105'1985i'tustattitroN oF sMoKE AND DRAFT coNTRoL DooR ASSEMBLTES."
SEALEZE
An oxidaEion resistance
Of thC THERI''I-L.BRUSH II
or.
IiHI TEST REPORT #630-611300
CORPORATION - RICHMOND, VIRGINIA
INTRODUCTION
^'i-^"-r'rUV LKV ]-EW
Lest was also conducted on small samples
material in accordance with ASTM D-572-
APPARATUS
A cenler opening elevator door assembly was used-for t.his Lest
program. ttre opening measured 4 feet wide by 9 feet !igtt.- The
iooi system, inituaing frame and operators, was i-nstalled by a
professionai elevator installaEion contractor. The gasketing was
ipplied per the manufacturerts written insLructions by a rePre-
"i.ht.tinl of Sealeze Corporation. The door system was cycled
OSZTIZO times before the'March 9, L987 leakage test' A fault
developed in the chamber heating system during_the high temPer-
aEure porrion of this test resultihg in.?^lilgf.e set of readings
being made after 3 minutes exposure to 400e F chamber temPer-
aturEs. Since a minimum exposure time of 20 rninutes- was planned,
it was decided that ner,r gasketing be installed and the test
rerun. The manufacturer-of the [asket material recommends
adjustment of the seals every 100r000 cygle::^ Tlrerefore, it-was
aeiiaea to cycle the second lasket set i00,00O times and conducE
the air leakige tests withoul adjustment of the gasket. A visual
examinaEion oE the gasket used in the first tesl showed little
wear and no significant degredation of the brush fibers as a
result of the 6SZrlZO cycl6s. For this and other reasons it is
Warnock Hersey's judgem-ent that the results of the second test
rvould not be iignifidantly altered by addilional cycling of the
system up to the 500'000 - 700'000 range
A chamber isas construcled for this test in general conformance to
fhe rearli rements of ASTM E-283. The chamber included insulaLion
and heating equipment capable of heating the air in the chamber
and make up air used to measure leakage rates Lo over 4000 F.
REVISED: JTJLY 22, 1-9E7 PAGE 1 0F 7
'r.rHr rEST REPoRT #630-611300
. SEALEZE CORPORATION - RICHMOND' VIRGINIA
The elevator doors were installed in a wall construcLed in the
open side of the dhamber. AIl joints within the chamber and
bitween the chamber wall and malk r,'all were sealed wiLh silicone
rubber caulk.
Make up air was introduced through a calibrated oriface plate_.
metering system upstream of the fieaters. The following is a list
of instium-entation and measurements made during the tests'
1.
4.
s
MEASURED
PARAMETER
Air Flow
Chamber
nraqqttre
Chamber
Tempera ture
Make-up Air
Tempera ture
Barometr ic
Pres sure
INSTRUMENT
Orif ace Plate,/manometer
Dif ferenLial pressure gauge
Type K ThermocouPles and
Digital Readout
Type J ThermocouPle andDigital Readou!
Mercury in Glass Barometer
ACCURACY
-r Llo
+ .002ttw. c.
+ 1.5o E
+ 1.5o F
+.01"Hg
TEST INSTALLATION
The elevator door and frame used r'rere typical of normal
consLruction and represented the shaft tbrridor opening (i.e.
without car doors).' The doors were U.L. listed 90 minule
insulated steel doors t-L/4" thick. As installed there was a
L/4 i-nch space between the edges of the door and the door
frame. Tha Sealeze Corp. Theim-L-Brush II was installed to
span this gap and adjusted so that the end of the brush was
in contact rith tt" it"*e at lhe sides and the gib rail at
the bottom. In these areas the gasket was attached to the
doors. At the top t.he gasket rvai installed on the f rame so
that the brush rqai in contact r'rith the top edge of the doors
when in a closed position. Sealezets 180o extrusions were
used to mount the'gaskeL on the sides and bottom of the doors
so that the brush il"" p"tp"ndicular to the frame and-gib rail
surf'aces. A 450 extrusion rvas used at the top and aligned-so
that contact of the brush was at the upper inside corner or
fhp ton edop of Ehe doors- The gasketing used on the sides
"ti i"ir"-'iu=- Lf 2" r,tide brush. "The top gasket was 3/4
inches rvide.
REVISED : JTJLY 22 ', 1-987 PAGE 2 0F 7.
.I^/HI TEST REPORT #630-611300
SEALEZE CORPORATION - RTCHMOND, VIRGINTA
PROCEDURE
An initial test was run before gaketing ivas installed in an
attempt to determine leakage rate through Lhe ungasketed
door.' With the maximum aii florv available frorn the equipmenl
of 485 SCFM, the chamber pressure could noE be brought. t.o .05
inches w.c. The leakage rate of the ungasketed assembly-
could thus not be deterilined but was estimated at over 500
CFM for all test conditions.
The doors were operated after the gasketing-was.insLalled for
A5Z,lZO cyeles piio. to the first Lest. Gib rail shoes. were
repiaced L. ,".or*ended by the elevator door installer when
rui, "as evident. At the'end of the cycling the-door opening
"u" s.af"d with polyethelene plastic sheeting and- tape and
tests were run to mLasure baci< ground leakage' The-plastic
was Lhen removed and a series oi tests were run to determine
ambient temperature leakage rates as follows:
1. Doors closed - no adjustments'2. Meeting edge taped aia gil rail ends sealed'
3. Meetin! edle taied ana liU rail track unsealed'
4. i"t;;it;E edle taf ed, traEk.unsealed, Sealeze Gasket
readjulteil-to manufactuer' s specs'
These tests \^/ere run to determine the location and amounts of
l;;k;g;-ihiough the Sealeze,gasket system v9.ofhgr porential
i;;k;E" p"i1t"l Ir was found-that a lubstantial leakage wa-s
"".riiit! through the meeEing edge seal and through the gib
rail traEk. Siice the test ilas intended to measure the.per-
formance of the Sealeze gaskeL it rlas decided thaL sealing
itr" *".iing edge of the doot" and plugging the track ends was
"ppt"pti.tE so"that the leakage- rate measured would be a
direct measurement of leakage-through areas gasketed with the
Sealeze product.
Following the ambient leakage tests described above, lhe air
t;t;;;i;re in the chamber was raised to over 400oF and a seg
of ieakage measurements made. A fault developed in the
h-ating Eystem shortly after the 400oF Lemperature was
reached n'ecessitating a shut down of the sysLem'
REVISED z J:JLY 22, L987 PAGE 3 0F 7
.I'lHI TEST REPORT #630-611300
SEALEZE CORPORAT]ON . RICHMOND, VIRGINIA
Run #
L.
Temp.
690 F
. PFCIIT TC
Conditions
Unmasked, NoAdditional Sealing
OF MARCH 9. 1987 TEST
Tes t
Pres sure
LEAKAGE RATES
TotaI:K SCFM/FT, SCFM,/L. FT
2. 710 F .05 70.6.10 107 .4.20 L76.8
Background check .05 2.95
Opening masked .10 6.61.20 72.L9
3. 72oF Unmasked, Meeting
Edge Taped, Track
s ealed
t.96
2.98
4.91
2.4/.
3. 84
o. Jl-
L.82
2. 88
4.7 2
.05 51.02 L.4t
. 10 80.59 2.24,20 L32.26 3 .67
4.
5.
o.
73oF Meeting edge taped, .05 54.LL 1.50 1.93
Track unsealed .10 85.05 2.36 3.04.20 L37.39 3.81 4.97
73oE Meeting edge taped, .05 32.89 .92 L.L7
Track sealed, Sealeze .10 54.87 1.52 1.96
Gasket Adjusted .20 89.49 2.49 3.20
403oF MeeLing edge Eaped, .05 18.6 .40 .63
Track sealed, Sealeze .10 22.7 .63 .81
Gasker Adiusted .20 42,27 t.I7 1.51
Since it was not possible to maintain the 400oF chamber temperature
during this test, a second test was conducted. New gasketing was
installed and adjusted and the doors were cycled 100r014 times before
the air leakage lests were run. In this test the background leakage,
raLes were measured as in the first test and the track and meeting edge
of lhe doors were again sealed. No adjustment was made to the doors or
the gasket.ing after the 100r014 cycles.
Eor this test series an additional pressure difference of 0.16 inches
traler column was used. Under ehe high chamber temperature conditions
leakage readings were taken at 5, 10, 15, 20r 30, 45 and 60 minutes.
Graphs I and II shorv the leakage rate vs time at 400oF for each pressure
andtpressure vs Ieakage rate at ambient and elevated temperatures.
t'rleakage raLes f or runs 2-6 are neE Leakage calculaled as f ollows:
Net leakage = l"letered leakage - background leakage.
REVISED t JTJLY 22, 1987 P.{GE 4 0F 7.
'I^]HI TEST REPORT
SEALEZE CORPORATION -
#630-611300
RICHMOND, VIRGINIA
RESULTS
Test Description
Background Leakage
Ambient leakage -
Meeting edge & track
s ealed
Door Seals at Meeting
edge & Track
5 Min.
10 Min.
15 Min.
20 Min.
30 Min.
45 Min.
60 Min.
Temp. Press.
74 .05
.10.ra
.20
nq
. tu
. ro
.20
LEAKAGE RATES
SCFM SCFM/FT' SCFM/L.
7.L
9.18
L2.271? Rq
ET
74
400
401
398
406
407
406
33. 5
63. 5
99.05
t24.L
7.76
2.7 5
3.45,
r .29
2.44
3.81
4.77
.05
.10
. ro
.20
nq
.10
.15
.20
.05
.10
.zv
.05
.10
.16
.20
n5
.10
1i
nq
.tn
. ro
')n
nq
1n
1i
20.66
4L.7 9
60,82
72.52
15. 59
40.59
61.53
73.97
t9.92
45.63
63.16
7 4.24
L9 .34
44.79
69.Lt
77 .66
18.46
44.75
63.981/, aq
42.17
63.98
75.r3
t6.96/,? q5
lo.vL
1.16
1.69na1
.44
1.13t.7t
2.05
r.27
L.75
2.06
L.23
t.92
2.16
.51
L. LJ
L.78
2.08
.47
I a1
1.82
2.08
.47
t.221 11
2.rt
1 .61
2.34
1. tY
.60
1.56
/..5t
2.84
.71I 7q
2..+J
2.86
.74
L.70
2.66
2.99
.7L
1.7q
I .40
? ,qR
1F.?
2.4L
2.89
.55
7.69a l,q
1 c|,')
REVISED- JIJLY 22, 1987 PAGE 5 OF 7
In both tests, leakage under the elevaLed Lemperature sonditions was
considerably ieduced-compared to AmbienE temperaLure leakage- rates.
This was due to a bowing- inward of the doors resulting from heating the
inner surface. As this-surface htas heated it expanded more than the
outer, cooler surface. This resulted in a bowing of the door which
pr""r6d the door tight to the frame along lhe center area and pulled the
ioor u".y from the frame at the top and 6ottom-. As a.resJ:lt, the gap
being s.Lled became smaller in totll area as the chamber heated up.
The data shows relatively constant Performance t,hroughout.the 60 minute
perioa during which the ihamber temperature was maintained above 4000F'
ttris inaicatEs that there was no thlrmal degredation of the seals during
the exposure period.
The apptication of the Sealeze Gasket showed at leas E a 957" decrease in
i".t.g'" t"iei based on ambient temperature lesLs and estimated ungas-
ket,ed leakage rates.
'I,]HI TEST REPORT #630-611300
SEALEZE CORPORATION - RICHMOND, VIRGINIA
The ASTM D-572-8L test for deterioration by exposure to heat and oxygen
showed no affect on the Sealeze product.
DISCUSS ION
REVISED : JULY 22, L98l PAGE 6 0F 7
I./HI TEST REPORT
SEALEZE CORPORATION -
#630-61L300
RICHMOND. VIRGINIA
The Sealeze Corporation Therm-L-Brush II maLerial evaluated in this
program is eligible for [.larnock Hersey listing and labeling service.
the-fotlowins information will be contained on the label.
1
z.
Manufactuerts Name and Location.
The !ilHI trademark logo.
The words'"List,ed Sm6ke Control Gasketing."
The following information wiIl be included in the listing.
Performance Table as follows:
Pressure
Dif ferenceInch W.C.
.05
.10
.16
.zu
CONCLUSIONS
Leakase
Per F6ot (scru1
AmbienE Temp.
L.29
2.44
3.81
4.77
Leakage
Per F6ot (scru)
400 F
.74
L.70
2.66
2.99
Tests Conducted and Reported bY:Reviewed by:
Rick Curkeet
Technical Director
Ronald D.
Manager -
Bradt, P.E.
Central Region
REVISED: JTJLY 22, !987 PAGE 7 0F 7
ADDENDUM TO REPORT #630-511300
SEALEZE CORPORATION - RICHMOND, VIRGINIA
TNTRODUCTION
On April 1, and April 10, 7987, Warnock Hersey Internatiol?lt
Inc.'conduiLed adilitionai testi on Sealeze Therm-L-Brush II
lasketing to determine the extent of effects of cycling the
Elevator"doors 100r000 times and to determine air leakage rates
iitio"gtt areas othei than those to which the gasket was applied.
PROCEDURE
7. No additional sealing. i.e. gib rail track' meeting- edge gasket and openlngs at the top and bottom of the
doors unsealed.
2. Track plugged.
Following .the tests reported on in report #630-611300 new
gasketin[ was applied io the door by WHI-pe5s9nn9]' Leakage
iates foi ttre giitet"a area were measured with all alternate
ieakag" parhs Eealed. The assembly was then cycled 100,000 times
and nEw measurements made without any readjustment of the door or
gasketing. Tests were run under the following conditions.
3. Track and meeting edge gasket
4, Track unPlugged, meeting edge
5. Track, meeLing edger and toP
From the results of these measurements
identifiable opening were calculated.
sealed.
sealed.
and bottom of
leakage rates
door sealed.
through each
REVISED: JULY 22, 1987 PAGE 1 0F 4
AposNout"t ro REPoRT #530-611300
SEALEZE CORPORATION - RICHMOND, VIRGINIA
Test conditions
New Gasket, aIlalternate leakage
paEhs sealed
After 100,000 cycles ,all alternate leakage
paths sealed
7. CHANGE
Unit UnsealedTotal Leakage
Leakage [hrough
Track
7. of TOTAL
Leakage through
Meeting edge
Seal
7" of TOTAL
Leakage through
Sealeze Gasketed
Cracks
% of TOTAL
RESULTS
LEAKAGE RATES IN SCFMTEST PRESS. (INCHES I^IATER COLUMN)
.05 . 10 ,t6 .20
19.01 29 ,9 4t.9 50.8
;
2L.4 32.s 46.3 53.8+L2.67" + 8.77" +t0.57. + 5.97"
37.O 55.0 76.7 88.3
5.2 6.0 8.3 10.1
t4.17" t0.97" LO.8% 17.47"
7.3 tt.4 15.8 L6.4
19.7 20.7 20.6 18.6
Leakage through
openings at Top
& Bottom or Doorsat meeting edge 3.1 5.1 6.3 8'0
7.of TOTAI - 8.47" 9.37. 8-27" 9.77.
21.4 32.5 46.3 53.8
57 . 87. 59 . L'tr 60 . t+% 60 .97"
REVISED t JTJLY 22. 1987 PAGE 2 0F 4.
ADDENDUM TO I.IHI REPORT #630-611300
SEALEZE CORPORTION - RICHMOND, VIRGINIA
DISCUSS ION
These tests were conducted in an attempt to determine Ehe
relationship between leakage raLes through gasketed areas vs
other leakage paths. Since NFPA 105 is presented in terms of
leakage through the total opening, il is necessary to either test
total systems-for compliance or determine Ehe effects of various
types oi leakage pathi to determine an overall effectiveness of
oilning protecfion. Since the gasket which was the subject of
tiiis invistigation is applied typieally to perimeter cracks, it
is appropriale to give il a rating based on its ability to seal
thesL- cricks. Ifr-in a real insEallation, other leakage.paths.
exist which are unaffected by the installation of gasketingr th-"
Eotal opening wilt leak aL a-higher rate than determined from the
gasket iatin[s alone. The exisLance of alternate leakage paths,
Itreir size aid effect is likely to be a highly variable portion
of the total leakage contribution picture.
The results of this investigation showed that nearly 407," of the
leakage through lhe door system' once gasketing was applied,
occuried throlgh areas othLr than the gasketed perimeter cracks.
This implies t[aL Ehe total leakage rate will in general-be -higher 'than thaf calculated from gasket ratings alone. It also
imlties that even a LOO7" seal of ihe edge cracks would still
allow significant leakage through other areas.
one approach to determining opening compliance with NFPA 105
draft'i smoke control critErii is Sased-on component contribu-
tion. In this method the designer must evaluate the system and
determine where leakage may occur and estimate its extent. In
lhe case of a 4-0 by S-0 c-enter opening elevator door as de-
scribed in these tests' there are'4 baiic leakage paths' 1) the
door perimeEer to frame crack, 2) the meeting edge, 3) the gib
rail track, and 4) small openings between the doors at the bottom
and top where the center gasket ends.
The Sealeze Therm-L-Brush II test daEa provi-des information
regarding expected leakage at. ambient and elevated Lemperatures
thiough ihe perimeter crack. This addendum provides some
additlonal information regarding the other three Ieakage. paths at
room temperature. IL is 6xpectEd tha! leakage through the gib
rail track would not be significantly affected by LemPerature or
door moveiment at elevated Iemperatures. The other Leakage paths,
horyeverr may be affected by temperature and door deflection.
Thus there is.u.t.tttIy not enough informaLion to make support-
able est,imates of tot;L high temperature leakage rates through
r.Li ^ r-.,^^ ^€ ^,,-+En]-S rype oL system.
REVISED:, JULY 22, 1987 PAGE 3 0F 4
,f
ADDENDUM TO WHI
SEALEZE CORPORTION
REPORT #630-611300- RrCHMOND, VTRGTNTA
If on the other
single openingthis case there
leakage paths.
could estimate
inehes w.c. as
hand one considers using the Sealeze
3.0 by 8.0 door, the problem is simpli
are only the perimeter and track end
Based oir the test results reported on
the 400oF leakage rate of the assembly
follows:
gasket on afied. In
areas for
here oneat .05
Perimeter Leakage = (8+8+3+3) x 1 -29 = 28.38 SCFI''I
Track ends 5 '2 scFl'l
TOTAL
Leakage rate per square foot of opening=
33.58 SCFM--It-Tr- = 1.40 SCFM/f t'
CONCLUS IONS
33.58 SCFM
Significant leakage was measured in areas other than
th6se to which ga[eting w4s applied. -ApproximateLy 407"
of the total asiembly leakage occurred i-n these areas'
100r000 cyles decreased the Sealeze gaskets effective-
o."6 by a6out 10% Earlier tests showed adjustment of
door ahd gasket restored effectiveness.
The eomponent approach !o estimating total assembly
leakage'rates i3- feasible but requires more information
on t.hE effects of high temperatures on alternate
leakage paths.
Leakage rates through each path as a Percentage.oftotal"leakage were iearly c6nstant and nearly linear
with pressure change.
1
a
Test conducted and rePorted bY:
Technical Director
REVISED:JULY 22, l-987 PAGE 4 oF 4-
VAILATHLETIC CLUB
CODE ANALYSIS
INDEX
INTRODUCTION
I. AREA SUMMARY
PAGE
II. HEIGHT AND ABEAANALYSIS.,..
III. TYPE OF CONSTRUCTION..
IV. LOCATION ON PROPERW
V. OCCUPANCYSEPARATIONS
VI. MISCELLANEOUSFIRESEPARATIONS
VII. EGRESSREQUIREMENTS
3
4
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11
13
14
15
16
VIII. ACCESSIBILITY
IX. FIRE PROTECTION REQUIREMENTS
X. FIRE ALARM REQUIREMENTS
XI. SUMMARYANDRECOMMENDATIONS
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This code review was based upon the '1997 edition of the Uniform Building Code (UBC), the 1997 Uniform
I Fire Code (UFC) and the locally adopted amendments by the Town of Vail
- This review is primarily intended to address the fire and life safeg aspects of the code.
I The review is based upon the undated schematic design documents limited to floor plans prepared by JMPr Architects provided to High Country Engineering (HCE) in February of 2000.
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AREA SUMMARY
BASEMENT
LOWER HEALTH CLUB
GROUP A, DIVISION 3
GROUP B
SUB-TOTAL
UPPER HEALTH CLUB
GROUP A, DIVISION 3
GROUP B
GROUP S, DIVISION 3
SUB-TOTAL
FIRST FLOOR
GROUP A, DIVISION 3
GROUP B
GROUP R, DIVISION 1
SUB.TOTAL
SECOND FLOOR
GROUP R, DIVISION 1
THIRD FLOOR
GROUP R, DIVISION 1
FOURTH FLOOR
GROUP R, DIVISION 1
GROUP B
GROUP R, DIVISION 1
SUB.TOTAL
GROUP B
GROUP S, DIVISION 3
SUB-TOTAL
2,158 FT.z + 4,042FT.2
4,287 Fr.2
= 26,911 FT.'?
= 6,200 FT.z
= 4.287 FT.z
= 37,298 Ff .2
suMMARy OF BASEMENT AREA (BOTH FLOORS)
GROUP A, DIVISION 3 12,977 FT.2 + 13,934 FT.2
- r+4/5= !Q9
vAILATHLETTccLuB t rt;LlL2-
| =A-J
coDE ANALYSIS I,b\
*
^Afu't.{'
,{
=12.977 n."4
= Z.lSaFT.' ,/
=15,135 FT.2 ,/
=1g,gg4F-f ."4
= 4,Q42Ff .21 i
= 4.287 fi.2 ti
=22,263F1.2-j
= 2,4Q2F-1.2
= 1,932 FT.'?
= 14,960 FT.2
= 13,693 FT.2
= 6,841 FT.2
SUMMARY OF BUILDING AREA BY OCCUPANCY (EXCLUDING BASEMENT LEVELS)
GROUP A, DtVtStON 3 = 2,402Fr.2
= 14,282Ff .2
= 1,932 FT.2
= 49,776 Ff .2
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VAIL ATHLETIC CLUB
CODE ANALYSIS
HEIGHT AND AREA ANALYSIS
ALLOWABLE AREA ANALYSIS. ASSUME TYPE !t.l HOUR CONSTRUCTION
BASTC ALLOWABLE AREA (UBC, TABLE s-B)
GROUP A, DtVtStON 3 = 13,500 FT.'GROUPB =l8,OOOFT.'
GROUP S, DtVtStON 3 = 18,OOO FT.2
GROUP R, DtVtStON 1 = 13,500 FT.'
BASEMENT LEVELS MUST BE BELOW ALLOWABLE AREA FOR 1 STORY I t t <P,t tt ,/-'
ALLOWABLEAREAINCREASES(UBC,eARAGRAnHsos) .t,illi J'"'.,,tft(f
SEPARATIoN oN 3 SIDES EXIsTd MEASURED To CENTER-LINE oF RoAD T U* i I - I (\CAI11}.
MINIMUMWIDTH: NORTHSTZE= 25. 4U'10 " . t,'r
EASTSTDE = 31' 12.-[ /'?(,t1.{J
SOUTH SIDE = 100, I t) n,i?trI u' l\_
MTNIMUM coNDrlBKtil#$- rb'"tr srDE 22' - 20, = 2, ' ia Oy" ' *
^-INCREASE IS A&LE$TED FOR 2.5% FOR THE MINIMUM DISTANCE IN EXCEYS OF 20' /!_
\zxzs.fd% ) / I
A MAX|MIdM solo tNgfrEAsE tS PERM|TTED /.-L:<P,-- t--/
uHUuPA, DlVlSlONS = 13,500 FT.'x1.105=+lr{ts- FT.z !v? J)-Y--"
GROUP B = 1B,O0O FT.rx 1.105={€rgee FT., eO*1f]3-
GROUP S, DfVfSION 3 = 1B,OOO FT., x 1.105 =1€f9O FT.2 -? ;r+n<
GROUPR, DfVISION 1 =13,500 FT.2x 1.105 =4*,fri^ Ff.z \ 5 356
INCREASE FOR SPRINKLER PROTECTTON (UBC, SECTTON 505.3)
AREA MAY BE TRIPLED IN 1 STORY BJUILDTNGS (BASEMENT LEVELS ARE CURRENTLYSPRINKLEREDI r#2 b
GROUPA,DIVISION3 -=\iflSn., x 3=rpfelary +bObzGROUPB 1047{=19,990 FT.2 x grqo,67€!F+" (-,t 4.17cRoUPs,DlVlSloN3- =1e,8e0 FT.2 x 34q€i0fT.2 5ir1,5
ALLowABLb{Hdm-ilElfstEs' **--*- t '/
GRouP A, DlvlsloN 3 = ls,soo FT.2 x .t.105 =+4r{rs- FT.z tr| !gb-* Wn-ElnstS'
AREA SUMMARY FOR BASEMENTS (UBC, SECTTON 504.5)
ACTUAL AREA 26,911 FT.' 6.200 FT.'
,,-/lI/7 1+| \n -.re' ,70vIn* -\/'I \ |41"";-
"o41ui c3t
ALLOWABLEAREA -_&#*FI,.?"+ao4 595?SFT3
ra tq {.\tL+ {.\;s'i*'
RAT|O OF AREAS MUST BE < 1.0'rUBC, SECTTON 504.3)
SINCE.sO < 1.0_TYPE II. 1 HOUR IS ACCEPTABLE
zbl((6Z o *t 4 t t,-/
*60u9
I -*-rdd_.*_rJ-,,- . , -. I i lI_,tT,Lclft'/t; L:r1LJ
t, ,6o^L + f; ln l+___s_:_/_-u l__ 1 .v.l: ) '
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I l. HEtcHT AND AREA ANALvsts (coNT'D)I
AREA ANALYSIS FOR UPPER FLOOR LEVELS
I MULTT-STORY TNCREASE (UBC, SECTTON s04.2)
I BASIC ALLOWABLE W|TH SETBACK TNCREASE (SEE PREV|OUS PAGE FOR SETBACK
tNcREASE)
r GROUPA, DtVtStONs =$4J*SFF.." 1535L
I GRoUPB r{€fgoFlrLetT {,."I GROUP S, DtVtStON 3 = lg.BgOFf .2Z O+-?5*cRouP R, DtvtstoN 1 =*+rffifTi I 7g5A
T THE MULTI.STORY INCREASE ALLOWS THAT THE BASIC ALLOWABLE AREA MAY BE
DOUBLED FOR MULTTPLE STORTES (UBC, SECTTON 504.2) - _., ^r GRoUP A, DIVISION 3 = 14,1ZbFT.t x 2 =-p&,aS(rFT.', ?071'L^I GROUPB =19,890FT.rx2=€S,7mFT., +O44 yI cRoup s, DrvrsroN 3 = rg,sso rr., i z -ffioFi: 4; ; * 0
GROUP R, DIVISION 'l = j4,175fi.z x 2 =e&BSO_Eff An4 ,lJU/IA
I AUTOMATTC SPRINKLER TNCREASE (UBC, SECTION 505.3)
CODE ALLOWS THAT THE ALLOWABLE AREA MAY BE DOUBLED IN MULTI.STORY
I BUILDINGS WHEN SPRINKLERS ARE TNSTALLED THROUGHOUT. AUTOMATTC SPR|NKLER
I PROTECTION lS CONTEMPLATED rN CONJUNCTTON WtrH THE PROJECT.
ALLOWABLE AREA , . .< tt rlI cRoup A, DtvlsloN 3 28,gso FT.2 x 2 = s6,700 n." 6lr+-e!I GROUPB 3s7RoFTzv2=7eqAotrr2 A\0\O\)I cRoupB 3s,zsoFr:ii=is,s6o i."e\40o
GROUP S, DtVtStON g 99,780 FT.2 x 2 = 79,560 FT." 6 \q 0J .I GROUPR,DtVtStONl 2B,gO0FT.2x2=56,700n:6\+LY
T
AREA SUMMARY FOR ENTTRE BU|LDING (EXCLUDTNG BASEMENT)
_4 /I cnoup A, DrvrsroN s cRoup B GRoup R, DrvrsroN 1 ,t or /-/ AI D-I I
ACTUAL 2,402FT.2 1,932 FT.' 45,442Fr.r, \
I = ---r"r-"-'r-- + -------------- + --------------- =.86I ALLOWABLE 56,700 FT.2 79,560 FT,' 56,700 FT.'
- .: .86 < 1.0 TYPE ll - 1 HOUR tS ACCEPTABLE FOR TOTAL PROJECT AREA.
I | ..-7 rl ,--.t -l"/
L+oL,-- + lreL +33la3L 4 q-.r- -l( +-.I .r, ,":., + -._-.--.__ff+t+ 3!il'ot6 t+t+(! (q c"*r- u:I *'^nor
-\ r' "")/ I- C,731$= o'Bczf) a1,41 + c,o(19-:
\t--- ,',-'' ^t^r'il
)nou(fti-;:i+j+tk* \: o K-l--- -t ,,n;;/(h45(f!'rr{/t\a_q4+z-
I + ',n:r":&, 't:"*ylrztqe9k+ =Z ('+t+*
3/00lrjgw;ffi+iumrM
'^lit'Ji..TL?3,'J'
HEtcHT AND AREA ANALYSTS (CONT'D)
cHECK ON NUMBER OF STORTES (UBC, SECTTON TABLE 5-B)
ALLOWABLE
GROUP A, DIVISION 3. MAXIMUM 2 STORIESGROUPB .MAXIMUM4STORIES
GROUP B, DIVISION 1 . MAXIMUM 4 STORIES
ACTUAL
ALL GROUP A, DIVISION 3 USES ARE ON 1ST FLOOR
ALL GROUP B USES ARE ON FIRST FLOOR
THE BUTLDTNG HAS FOUR STOBTES - STORY LtMtT NOT EXCEEDE',
9!!_19![qHEtcHr (uBc, rABLE 5-B) VFOR TYPE II. 1 HOUR HEIGHT LIMIT IS 65'
ACCORDING TO JMP DWG A3.1 DATED 4117196,''' Offi-C}XROM GRADE LEVEL ON
THE FRONT OF THE BUILDING TO THE BUILDING NOOF IS Sg" THd VIRXIMUM PERMITTED
HEtcHT ts 65'AND wELL wtrHtN THE pREscRraeo dq1=._.1
IN SUMMARY, TYPE II I.HOUR CONSTRUCTION CAN BE UTILIZED FOF THE PROPOSED
PROJECT.
,\[s, wtqSu/c s g u;i n,q 5e c. z-o1/
'( F€tutff o(" &4/4//r.b-'i l{t4hvs} 9'r/e61ak a,r
t 'ri -^l 'l' tqfl^t urt&\ru, 5' --- M0/('(kqn l0{ a|'aue la'r#,
--'r-t \". ^' -l .l- t r L 't l t > /-l \wS, v\((fnr =- lowcbl jya{e attthr A 5 '
rrllVet5ursl fo eu(/d(,( h-{ ,o€" nr4hest g4ttft.
/ t , / "J -. !( qrcl, ees+ leuqf i urt\.
53
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CODE ANALYSIS
I III. TYPE OF CONSTRUCTIONI
uBc, CHAPTER 6 (TABLE 6-A) - TvpE lt - 1 HOUR
t coNsTRUcTroN ELEMENT REOU|RED FIRE RATTNG
EXTERIOR BEARING WALLS 1 HOUR
I TNTER|OR BEARTNG WALLS 1 HOUR
I STRUCTURALFRAME l HOURI PERMANENT PARTITIONS 1 HOUR
SHAFT ENCLOSURES .I HOURI FLooF/cErLrNGS 1 HouRI ROOFS 1 HOUR/NON-COMBUSTIBLESTAIRWELLS 2 HOUR (UBC, PARAGRAPH 1005.3.3.2)
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CODE ANALYSIS
IV. LOCATION ON PROPERTY
UBC, TABLE 5.A
GROUP B/GROUP S, DIVISION 3. TYPE II 1-HOUR CONSTRUCTION
EXTERIOR BEARING WALLS - 1 HOURAON.COMBUSTIBLE
OPENINGS NOT PERMITTED < 5'TO PROPERTY LINE
OPENINGS PROTECTED < 1O'TO PROPERTY LINE
GROUP A, DIVISION 3. TYPE II 1.HOUR CONSTRUCTION
EXTERIOR BEARING WALLS - 2 HR < 5'TO PROPERTY LINE
- 1 HRNON.COMBUSTIBLE ELSEWHERE
OPENINGS NOT PERMITTED < 5'TO PROPERTY LINE ." O( TI
OPFNINGS PFtOTtrCTtrD < 1()'TO PFtOPtrFlry | lNtr -. ql
V)s{'e
P-o'd)OPENfNGS PROTECTED< 10'TO PROPERTL|NE,
-/
n,
/ I .
WPr**r1*sgg5#< ( u ?t r c
EAST SIDE . MINIMUM DIST
I?'t;l,f ifif,
e- f-'4!:',^::l'{i"ot
Y, , r\AAV t('
*,n
",Y,, {nt r,,;hii
ar ( tu:'t
-l'^tr[!/i x,
:i,,,,#fty,i;f;:;.
p d *i*led' /
THE ENTRANCE CONFIGURATION M
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I vAlL ATHLETIC CLUB
CODE ANALYSIS
I v. REourREDoccupANcysEpARATroNSI
uFc, TABLE 3-B
I , / AREA RATING REQUIRED
)pnoue[dlvrsroN s/cnoup B r'rorue
I Y/FROUP A, DIVISION 3/GROUP S, DIVISION 3 (PARKING) 3 HOURI v/cRoup B/cnoup s, DtvtstoN s 1 HouRr vTGROUP B/GROUP R, DIVISION 1 1 HOUR
v GROUP A, D|V|SION 3/GROUP R, DtVtStON 1 1 HOUR
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. -ri 6*'- ' ,, g"w c7 K7g = OK
3os "t nA--ry \ r
",1* /'ulnl
e xi sf inq
Io*a( *rarnfi- eyceeds €q
'REQUIRED ON ALL FLOORS SINCE THE OCCUPANT LOAD EXCEEDS 30 ON ALL FLOORS,
INCLUDING THE FIRST FLOOR/LOBBY
ELEVATOR REQUIREMENTS _ UBC, CHAPTER 30
rN BUTLDTNGs + on uoffinnq-ELEVAToRs sHALL BE pRovrDED.
MINIMUM ELEVATOR Sl4E 80'x s4" !D ACCOMMODAIEAMzuIANCE STRETCHERS - UBC,
SECTION 3003.5 , THE AbTIIAI.,€TEVATOR SIZE"IS 57" X 78" WIDE
f ^! trAt€ (l(utYtr ts
VAIL ATHLETIC CLUB
CODE ANALYSIS
7 MISCELLANEOUS FIRE SEPARATIONS
I.,\lnoous wrrH HEATTNG EeurpMENT > 4oo,o0o BTU/HR = 1 HouR - uBc, sEcroN 309,s
IIV OPENINGS ARE PERMTTTED BETWEEN TWO COMMUNICATING FLOOR LEVELS
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VAIL ATHLETIC CLUB
CODE ANALYSIS
EGRESS REOUIREMENTS
OCCUPANT LOAD CALCULATIONS
LOWER HEALTH CLUB
GROUP A, DIVISION 3
GROUP B
OCCUPANT LOAD
UPPER HEALTH CLUB
GROUP A, DIVISION 3
GROUP A DINING
GROUP B
OCCUPANT LOAD
FIRST FLOOR
GROUP B
GROUP A, DIVISION 3
GROUP R, DIVISION 1
OCCUPANT LOAD
SECOND FLOOR
GROUP R, DIVISION 1
THIRD FLOOR
GROUP R, DIVISION.I
FOURTH FLOOR
GROUP R, DIVISION 1
12,977 FT.'z * 50 = 259
2,158 FT,2 + 100 = 21
= ZT0PERSONS
12,229 fi.2 + 50 = 245
1,635FT.'z+ 15= 109
4,042 Ff .2 + 100 = 40
= 394 PERSONS
1 ,932 FT.2 + 100 = 19
2,402 Ff .2 i 15 = 't 60
9,948 FT.2 + 200 = 49
= 2ZSPERSONS
14,960 FT.2 + 200 = 74 PERSONS
13,693 FT.'? + 200 = 68 PERSONS
6,841 FT.2 + 200 = 34 PERSONS
TOTAL BLDG OCCUPANT LOAD = 1,068 PERSONS
I
1/ ceuenal tssuEs' ALL NEW STAIBS MUST BE 2 HOUR. UBC, SECTION .I005.3.3.2 SUB PARAGRAPH #3.
1/ rueeo pANrc HARDWARE oN ALL DooRs wHERE occupANT LoAD EXcEEDS so- PERSONS. UBC, SECTTON 1003.3.1.8.
/ nll SLEEeTNG RooMS BELow rHE FouHTH FLooR MUST HAVE A oeERABLE
DOOR/WINDOW OPERABLE FROM THE INTERIOR. MINIMUM SIZE 5.7 FT.2. MINIMUM CLEAR
/DIMENS|ONS tS 24. HEtcHT - 20" W|DTH. UBC, SECTTON 310.4.
l/ exrr srcNs REouTRED - uBc, sEcloN 1oos.2.B.a
"/ exr |LLUMtNATtoN REeU|RED - uBc, sEcfloN 1oog,z.g.jv IBoTH OF THE ABOVE REQUTRE EMERGENCY POWER 1.s HOUBSV FLOOR LEVEL EXIT SIGNS ARE REQUIRED IN CORRIDOHS _ UBC. SECTION 1007.6.2
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CODE ANALYSIS
vil. EGRESSREOUTREMENTS(CONT'D)
UPPER HEALTH CLUB
PROVIDE RAMPED EXIT FROM SOUTH SIDE FROM DINING AREA _ UBC, SECTION 1104.1.1
FIRST FLOOR LEVEL
SEPARATION IS REQUIRED _ COLUMN 1 1 IN HALLWAY - SEPARATION BETWEEN FLOORS
- sEE ITEM ON DRAWTNG C4).
V SECOND EXIT IS REQUIRED FOR BAR AREA. ALSO THIS DOOR NEEDS TO SERVE AS EXIT
FROM MA|N BUtLDtNG. (gEE NOTE ON ACCOMPANY|NG DRAWTNG C-4).I Nrgj{V SINGLE EXtr FRoMNW Meelruc RooM ts AccEpTABLE wtrH occupANT LoAD LtMtrED
lro
4e PERS.NS' ( c q(cvlnleS @ 4t puson s= , K)
t/ oENTER EXtr srArn opENS tNTo LoBBy Nor pEBMtrrED pER uac, secirox 100s.9.3.2.
SECOND FLOOR
STAIR EXTENSION FBOM COLUMN LINE #4 TO WEST MUST BE 2 HOUR ENCLOSURE.
THIRD FLOOR
TWO MEANS OF EGRESS REQUIRED FROM THIRD FLOOR CONDOMINIUM . EAST _ UBC.
sEcTtoN 1004.2.3.2
TWO MEANS OF EGRESS REQUIRED FROM THIRD FLOOR CONDOMINIUM. WEST _ UBC.
I sEcTtoN 1004,2.3.2
Iv PROVTDE DOOR SWTNG |NTO STATRWELL BETWEEN COLUMN 4/s - UBC, SECTTON
21003.3.1.5I
V ,nccess ro cENTER sTAIRWELL REeutBED. (sEE AccoMpANytNG DRAWTNG NorE c-6)/_ UBC. CHAPTER 1O,I'\, CORRIDOR TO STAIRWELL MUST BE,+4'lN WIDTH. (SEE ACCOMPANYING DRAWING NOTE)c-6-uBc,sEcTtoN1OO4.3.4.2
.t^ tl
FouRTH FLooR LE'EL l I qr ?
THE wEsr END coNDoMtNtuM REpREsENTs A TprAL AREn or Mrr..o .z\
THE CALCULATED OCCUPANT LOAD lS 750/200 =)(PEBSONS
TWO EXITS ARE PROVIDED ON THE WEST END CONDO UNIT.
ACCORDING TO UBC, TABLE 1O.A _ TWO EXITS ARE REQUIRED IF THE OCCUPANT LOAD
IS 1O OR GREATER PER UBC, SECTION 1004.2.3.2.
THE CODE REOUIRES 2 EXITS WHEN THE SPACE ABOVE THE FIRST STORY. THE
EXCEPTIONS DO NOT ALLOW FOR AN EXEMPTION FROM THIS PROVISION.
THE EAST END CONDOMINIUM UNIT WILL HAVE AN INTERIOR OPEN STAIR. WHICH WILL
SEBVE AS THE SECOND EXIT FROM THIS UNIT.
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VAIL ATHLETIC CLUB
CODE ANALYSIS
vur. AccessretuwREoutREMENTSI\,v tHe rtnst FLooR AND THE uppER HEALTH cLUB ARE THE oNLy puBLrc AREAS wHrcH
ARE CONTEMPLATED WHICH ARE REQUIRED TO BE ACCESSIBLE FOR THE PURPOSES OF
THIS ANALYSIS. THE ELEVATORS ARE NOT CONSIDERED AS PART OF THE ACCESSIBLE
MEANS OF EGRESS. NO REFUGE AREAS ARE CONTEMPLATED SINCE THE BUILDING IS
COMPLETELY SPRINKLERLED _ UBC, SECTION 1104j.2, EXC #2.
AS NOTED EARLIER, A SECOND ACCESSIBLE MEANS OF EGRESS IS RECOMMENDED
FROM THE SOUTH END OF THE DINING AREA ON THE HEALTH CLUB LEVEL _ UBC,
sEcTtoN 1104.1.1
THE FIRST FLOOR LEVEL IS REQUIRED TO HAVE TWO ACCESSIBLE MEANS OF EGRESS.
RECOMMEND RAMP OFF DECK ON SOUTH.EAST CORNER. RECOMMEND RAMPED EXIT AT
EITHER EAST OR NORTH ENTRANCE/EXIT_ UBC, SECTION 1104.1.1
HCE .13-3/00
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I x. FIRE PRorEcloN REoutREMENTst1. SPRINKLERS REOUIRED THROUGHOUT BASED ON THE AREA ANALYSIS.
t 2. FLOOR CONTROL VALVES SHOULD BE TNSTALLED FOR EACH LEVEL -RECOMMEND.
I 3. NEED srANDprpE ADDED rN srArRwELLs BETWEEN coLUMNs sA-g - uBc,I CHAPTER9.
T 4. NEED ROOF SMOKE HATCH AT NEW STAIRWELLS > 4 STORIES _ UBC, SECTION
I 1003.3.3.12.
- 5. EXTEND WESTSTANDPIPETOTHE NEW STAIRWELLLOCATED BETWEEN COLUMN
r 4-5-UBC, CHAPTER 9.
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VAIL ATHLETIC CLUB
CODE ANALYSIS
SUMMARY AND RECOMMENDATIONS
THE FOLLOWING IS A SUMMARY OF THE SIGNIFICANT ISSUES RAISED IN THE CODE
ANALYSIS:
1.THE ISSUE OF FIRE RESISTANCE OF EXTERIOR WALLS DUE TO PROXIMITY TO
PROPERTY LINES SHOULD BE WAIVED DUE TO THE LOCATION OF PUBLIC
STREETS ON THE NORTH AND EAST SIDES.
THE ISSUE OF THE ELEVATOB WHICH WILL BE ADDED TO SERVE THE FOURTH
FLOOR LEVEL. BY CODE THE ELEVATOR SHOULD MEET THE NEW MINIMUM SIZE
CRITERIA.
AN ELEVATOR LOBBY IS REQUIRED ON THE FIRST FLOOR, THE UBC. EXCEPTION
IS FOR OFFICE BUILDINGS.
A NEW EXIT (RAMP) tS REOUTRED FROM THE SOUTH END OF THE DtNtNG AREA.
FLOOR SEPARATION IS REQUIRED TO BE ADDED DUE TO THREE COMMUNICATING
FLOOR LEVELS.
TWO EXITS ARE REQUIRED FROM EACH OF THE 3RD FLOOR CONDOMINIUMS.
TWO EXITS ARE REQUIRED FROM EACH OF THE 4TH FLOOB CONDOMINIUMS.
THE FIRST FLOOR MUST HAVE TWO ACCESSIBLE POINTS OF ACCESS/EGFIESS.
PFOVIDE SMOKE HATCHES ON STAIRS SERVING 4 OR MORE STORIES.
REVIEW PROVISIONS FOR FIRE COMMAND CENTER.
PROVISIONS FOR CALL SWITCHES ON VARIOUS FLOORS OF ELEVATOR LOBBIES.\
REVIEW CENTER STAIR TERMINATION AT LOBBY.
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TOWN OF VAIL DEPARTMENT OF COMMIJNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 8I657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 352 E MEADOW DR VAIL
Permit #: 803-0086
M6q
Status...: ISSUED
Issued. .: 06/1912003
Expires. .: 12/1612003
Location.....: 352 E MEADOW DR, VAIL ATHLETIC CLUB Applied . . : 06/1812003
ParcelNo...: 210108255000
ProjectNo , ?t{96 O\7,G
OSINER vArL ATIILETIC CLITB & SPA O6/t8/2003 Phone: 970-476-L98'7
285 BRTDGE ST
VAIIJ, CO
81657
L,icense:
CONIRACTOR B & B ELECTRIC, INC. 06/L8/2003 Phone: 970-242-2450
2ALA L/2 NORTH AVENUE
GRAIID intNCTrON, CO
8L50L
License:266-E
APPL,ICAI{T B & B ELECTRIC, rNC. O6/L8/2003 Pbone: 970-242-24sO
28tA L/2 NORTH AVENI'E
GRAIITD,JIINCTIOII, CO
81501
License:266-B
Descipfion: connect mua/mua-2 in lower mech room
Valuation: $3,000.00
+*'il*l*:lt'la:ltl'l*'l
Electical-> ss,t .00 Total Calculated Fees-> S57.00
Additional FeeF-----> S0.00
Tolal permil Fee--_-..> 95?.00
Palments---------> $57.00
BALAbICE DUE.--...-.>90. 00
DRB Fee-->
lnvestigation->
will call--->
90. 00
$0. 00
$3.00
TOTALFEES-> S57. OO
Approvals:Ifen: 05000 EIJECTRICAI-, DEPARTMENT
o6/L8/2oo3 df Action: AP
ftem: 05600 FIRE DEPARTIUENI
i+|t**'l|*t|it*lt*t+.i*|ii|||tt*|1t+|l*|i'.*|*tl.ll.ttii|l|tt+|l||||+|tti|lii|t||*|*ttilit||***|*|*|**||
CONDITIONS OF APPROVAL
Cond: 12
-'::3:-:]-:..:::::-.lJ::-:-::--.".X..H.ff:J:lff-,:.:.*"::,:,T.i,o"l.::.",,:.-,":y:,:-l-Tli:,,..-..-,,,,,**..*.,*,,i:|+i,|:,,.*,...
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 stnrcture according to the towns mning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR HOURS IN AT 479-2149 0R OFFICE FROM 8:00 AM - 4 PM.
CONTRACTOR FORHIMSELF AND OIGNATURE
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TOWN OF VAIL, COLORADOCopy Reprlnted on 06-19-2003 at 0E:13:57 0611912003
Statement
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Statement Nunber: RO3OOO42O1 Arnount: $57.00 06/:-9/2OO308:13 AIl
Palment Method: Check Init: CD
Notation: L768
Permit No: E03-0086 Type: ELECTRICAL PERMfT
Parce1 No: 21010 8255 000
Site Address: 352 E MEADOW DR \/AIL
Location: 352 E MEjN)OW DR, VAIL ATI{LETIC CLI,B
Total Fees3 $57.00
This Payment : $57 . 00 Total ALIr !'rnta : $57 . 00
Balance3 $o-oo
1+ + + ++f**{' t '} *{r't * +l' *{' {' ** ** * * **** *** ** * ***** ****l'}* + + +*+* f * * ** *'} t +** * *t! *t * f t ** * * * **{i***+ ** * ** *
ACCOIJNT ITEM LIST:
Account Code DescriDtion Current Pmts
EP OO1OOOO31111OO TEMPOMRY POI.IER PER}4ITS
WC OO1OOOO31128OO hIILL CALL INSPECTION FEE
54.00
3.00
JUH-16-2003 ltoN 12r06 Pl{FN{ NO,P, 02/03
^rpuc^troil
wu. ilor rE
^ccrrtro
r ncorffi$nfi@0*lga
rUhfrg runlt t!-*'"---^e, =tffitffi'n-.;E.,',*Jl;lilffi;'
7s6.Dtgnht nd.
Y.ll, Colorlilo ll63t
I q7"'z1z'24ry
W,utl*.nd vtur toitt ;oR AtL
'THEBI
(hDor I lr't.'.h)
-lEECrrucArv LuraoLG.Og9
lr.oumor sQ Prril snucruee | ?oq
ffior(lstl]
il-ffiiu"tt untt ln thb bulldingr
ffiffi'frEffilng untte ln $ts buildlncr
.r r ailiir*ttt ra.... * l.rrrrt-.t 'irttt'trFm OF Icf, UgE OlfLY" tr*r1.."*tt'rr*'ilrrt*"**'r"t'r'
\,vi lU ur\.dt Wol..trSVElJUIfS\HLESPERM DOC
,.ruN-16-2303 l10N t2:0i Pt1 FA)( NC.P. 03/03
d weneaa xryicts ale not tllowcd 1n fie fow6 sf Valt,
i/Undergrwnd services havc to bs in conduh Pr/Q from the ba'rttlormer to the clectrlc meter, main dlsconnect'
switch'and to the frrst electrical dtsuiluUon circult breaker prnal.
n- The maln dlsconnect s/vitch shail bc located next to he'meter on the exterbr wall of the sfijcture eagly
accesslble.
q. all underground Conduib are requlred !o bc Inspccted belolt b*k'filling the rench.p tn mut6-dmily dwet[ng unlts, no elec6ical wlrlng gr feeder cables.shall pess fum qte unit to another' Corvnon- walls and spaccs are accept€d,
^s NM Cable (itomex) ls not itlowed ln commerclal buildlngs or strudures ?geedingttee (3) stqrlen
g/ No uu. of atunrinum wlre snaller ttran slze #8 wltl b€ p€rmitFd wlth the Town of Vail,
ra- All Instailations of exterior hot tube or spa's require a DRB approval frum plannlng. This appllcation wlll
not be accepted wlthout a copy of the DRB appmval tbrm attached (if applicable).
6 lf this permtt is for insbllation of an exterlor hot hrb or'spa on a new elevated platform or deck over
30" above Erade, you must also obtain a bulldlng permit,
.d If this pernit Is for hstallatlon of an exterlor hot tub or spa on any exisffng deck or elevated PbtrLmr
e structural engineer must rerlew the extsting condBon and verlfy that I will suPpoft the added
concentrated loid, ptease provide a copy of the suuctural engineers wet stamped letter 0r drawhg
with this appllcatlon,
sr If $ls Is a rernodel In a multi-family bulldirrg with a horieowners association/ a lemr of permlsslon/ lrcm the association is required.
p Ii this perrnit is for a commercial space. two (2) sets ol'*amped drat^/ings are rcqulred.
rr lr t Ie".".Drte Sfuncd
lf you have any questions regardiq thc abovc information ol heve eddltlonal questionu,
ficisi ionU4 ifrirown of y;1 ttecirtcat Incprcter rt 9?0-479'2147. ThG Inrpector ca1-bc
iearhed on Tuesday, Thursday and Friday morirlngs bctrrccn tJra hours of 8am and 9am, YOu
may atso leave a viicc malt ahd tht insPector will callyou back'
TOI^/N OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2738
DEPARTMENT OF COMMI.JNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
3ao'ot( i
MECHANICAL PERMIT Permit #: M03-0055 3oo { t\o
M 61 eo(-coll
16( -col\
]obAddress: 3S2ENIEADOWDRVAIL Status...: ISSUED y:#;;
Location.....: 352 E MEADOW D& VAIL ATHLETIC CLUB Applied . . : 05/79/2003 Yi ^^n o
ParcelNo...: 210108255000 Iszued. .: 05/30/2003 r'JAvr' -
Itoject No : -"R5DO-O(l 6 Expires . .: 77/26/2O03
OWNER vAIIr ATIIIJETIC CIJTB & SPA O5/L9/2OO3 Phonez 970-476-L987
285 BRIDGE ST
vArrJ, co
816s7
License:
coNrRAcToR D'AGOSTTNO MECI{ANrCAI, CONTRA05/19 / 2003 Phone : 913-384-s170
4440 OIJIVER STREET
KANSAS CITY, I(S
55105
License: 148-P
APPLTCATqf D'AGOSTINO MBCIIAITICATJ COI{TRAo5/19/2OO3 Phone: 913-384-5170
4440 OI.,IVER STREET
I(AIISAS CITY, KS
66106
License: 148-P
Desciption: REVISED DRAWINGS FOR moving mechanical room from 4th to
upper level floor
Valuation: $41,500.00
Fireolace lnfornatioru Restricted: Y # of Gas Appliances:0 # of Gas Logs:#of
Wood Peller FEE SUMMARY
Meclnnical->
Plan Check->
Investigation->
willcall->
S840.00 Restuarant Plan Review->
s2X0 . 00 DRB Fee->
$0. o0 ToTAL FEES---->
$3.00
$0.00
$0. 0o
51,0s3.00
Total Calculated Fees-->
Additional Fees->
Total Permit Fee->
Paymentg->
BALAAJCE DUF->
$r., 0s3 . 00
s0. 00
91,053 - 00
91. 053 . 00
$0.00
Iten: 05100 BUILDING DEPARII{ENT
o5/29/2oo3 cDAvrs Act,ion: AP
ItCM: 05600 FTRE DEPARTMENT
CONDITIONOF APPROVALCond: 12
(BITDG-): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIANCE.
Cond: 25
(BLDG.): GAS APPL,IATiICES SHAIJIJ BE VENTED ACCORDING TO CHAPTER I AND SI{AIJJ
TERMINATE AS SPECIFIED IN SEC.8O6 OF T1IE 1997 TJMC, OR CHAPTER 8 OF THE 1997 IMC.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENT UUST COMPL,Y WITII CHAPTER 3 AllD S8C.1017 OF
THE 1997 IJMC AID CHAPTER 3 OF TIIE 1997 IMC.
Cond: 32
(BLDG.): PERMIT,PITAIiIS AIID CODE ANAI,YSIS MUST BE POSTBD IN MECHAIiIICAIT ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: CONO005885
A BAIANCE REPROT F:ROM CERTIFIED BAI,ANCTNG COIWRACTOR IS REQUIRED PRIOR TO
REQT'EST FOR FINAI, INSPECTION
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 correcl I agree to comply with the inforsration and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoninp
and subdivision codeg desigpr review approved" Uniforrt Building Code and other ordfuurnces of the Town applicable
thereto.
REQUTSTS FOR IruSTECT]ON SHALL BE MADETWENTY.FOUR HOURS
PM.
ANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
t t l l l t t * t * i f i f t t a * t t t l l a * * t * + f t + + + +++t 'i * **{r*:t *a'}{' a'}'}* *{' + +**+*****f*'} *ft l lf f+ l l + *l*'} * **{"t**{' {'
TOWN OF VAIL, COIORADOCopy Reprinted on 05-29-2003 at 17:06:01 051291200.3
Statem€nt
**+ +*+*t{' ** 't ***+ + | | faa** ** ** * ************+t + **t ***tt***+** * ** t +**** **++***a**a+*t++*********
Statement Nunber: RO3OO040?3 Anoune 3 $1,053.0O 05/3O/200305:05 PM
Pa)ment Method: Credit crd Init: KF
NoEation:
Permit No: M03-0055 Type: MECHANICAL PERMIT
Parcel No: 21010 82 55 0 0 0
Site Addreaa: 352 E MEiADOW DR VAIIJ
Irocation: 352 E MEJADOW DR, VAIIJ ATHIJETIC CIiIB
ToEaI FeeE: $1, 053 . 00
Thia Payment: $1,053.00 ToEaI ALt PmtE: $1,053.00
Ba1ance3 50.00
*** ***{'{'l *****ll t + tftt*fft +++++ + + +**f,* + * ***{rl' f*l+l***** * ***+******'a'a* *f | | fl** * '}** l' **++***+**
ACCOT,JNT ITEM LIST:
Account Code DescriDtion Cunrent Pmts
MP OO1OOOO31113OO MECHANICAL PERMIT FEES 84O.OO
PF 00100003112300 PLAN CHECK FEES 210.00
|.lC OO1OOOO31128OO W]LL CALL INSPECTION FEE 3.OO
r'.
I-"'
IOIITI OF URIL
75 S Fftff{T0ff M
lJflIL CB h,J57+79-47F-ZiZ8 l
1414I7101916{32 T0|J?
orlTE 65,ii9i$3 i TIttE 04:08 Pll
{
ITEtt: ffit w snu 0P: tg
ffccT! 54759837018116S5 E)(P: flIg4
ffisP: ffuTf,'T|(T 029891
ToTftL: $1853.89
I RGREE T$ PRT fl8OUE TOTRL AI1{]IIHT
flCCUBDI|IG Tt] [flRD ISII.Efl AGRTEIIEI{T
iIEffi}HI{T ftGRTI]EHT IF CflEOIT UOIICI{ERI
\-----&M--pL!z-:-uL------------- IilGffitufit '
mi cspv-mRclffilI 80n$ coPY-ffsIonER
llednnbf Permit#: /4 fZ -Oat,
9lrG4,79-i2l]9 Gn+eAms)
NMTTWYfiJ
75 $ FrontagE Rd.
Vbil, @lorado 81657
Pennlt uiu not be a@pGEd witiout tfie ftllowing:
Layout drawn
Slze and
$zrand
MFCI-IANICAL: S I
at 6vfrat
FT94.# 1t ot - D7.2 --f t- aaa
bbltmn: y' ,'1 ,/v"-- fo tA / ,Jou ^Wi E H.oA-- ,/9r d;/
hsnf D€scrrpd*lr."c 1lt4lw tr lflnrl. )
ownersNarne r)4 L u L I Addrcss: g?r ,,y'rt/--sili-lw' q >a.42 / 7,. ++,
YY g.nn/rz E o -, -lWt D c-er- -Lt z^L"Jfu9o
" - arz- ?frzqfiffiffi ffi'a^,*r-Yl,; qb a-r ; A ApM, -.-,
!o49lg, *AJf I Addtuon( ) ru#uo"lxl Repatr( ) odter( )
Boller LocaUon: tnterior (l) ' EtErior ( ) Odrer ( )Dean ErlU edstatthb locatirn: Yes (X) No ( )
TypedHdg: Slnglehrfy( ) D4l€x( ) ruEAmfV( ) Aownercbl($ R€stauram( ) 6ter( )
No. d btbdng D$rdllng UnlB In thb buildlng: e ib. dAsnmodatiott Units in thbb{ffilrg: .27
ibffvpedHrepFgExirsting: GasAppllanes( ) caslrrsu/l Wood/Fdl€t( ) wbodBrrnlru( )
NqffypedHrcplae@:GasApdlanes( )Gaslrgs( ) W@d/Pdlet( ) WoodBun|q(NCITAUSTED)
Is ttrb a @nv€rsbn from a rmd fumlng frrcflae b.n EPA Phas tr devie? Yes ( ) itr ( )
*!r*:i rr* ****** *rr*rs***!*oJlLy**,i****,r.:l*******1.******t * ****
Print Name
REGISTRATION FEES
General Contractor A or Construction Management
(Valuation over $1,000,000).....................-.......
General Contractor B or Construction Management
t
NAME OF COMPANY:
MAILING ADDRESS:
PHYSICAL ADDRESS:
PHONE #:
FAX #:
CELL f:
' ,t, F,
This form musl be received and approved prior lo issuance of registration. Please submit to the
Town of Vail Building Departmenl, 75 South Frontage Road, Vail, CO 81657.
PLEASE SUBMIT COPY OF ANY PEBNNENT BEGISTRATION WITH APPLICATION.
Type of regislration being for:
Applicalion made by:
/to,
Reoular Cgst Renewal Cost
$175.00
(Valuationunder$1,000,000)............................ 100.00Plumbing......... 75.00Mechanical...... .....................,.. 75.00Electrical.......... NO FEE
Special (includes drywall. glass, masonry, concrete,
elevalor, etc)................,.
Excavation.......
Omer/Builder..
NOTE: lf you are purchasing an electrical or plumbing regislralion, you MUST provide a copy of A Master Registration
from the State ol Colorado.
IT IS IMPERATIVE THAT ALL CONTHACTORS SUPPLY THE TOV WITH THE FOLLOWING INSUBANCE
CEFTIFICATES:
' LlABlLlry - Option #1: $1,000,000 in the aggregate for Bodily lnjury
$1 ,000,000 in the aggregate for Property Damage
Option #2: Combined single limit of $1,000,000
' WOAKMEN'S COMPENSATION - Show thaf you are covered in the Stafe of Colorado
' No Workmen's Comp (no employees)- Provide a letler stating you are the sole owner & will not hold the
Town liable for any acodents and at the time you hire someone '
you will provide us with WC.
NOTE; ll you are purchasing an electrical or plumbing registration, you !!gg! provide a copy of a Master Registration
lrom the State ol Colorado.
Thank you,
TOV Building Dept.
75 South Frontage Boad
\/ail l1f\ Ft AE?
75.00
75.00
s0.00
$125.00
75.00
5s.00
55.00
NO FEE
55.00
5s.00
970-479-2138
A7A-A1Q..2Ar-, /trav I inal
llry t4 03 o2:tttp
.. n.o 13 O3 OBr59p
,
BCH PROFESSIONRL
D'Rgostino llecheni ar I
970535.173S
7"O-524-1fJ?()
p.l
p.3
W? t)D -!-- ..-,r. .i6\it.r ln tDe and size:
. 3- u$ rh€ most recenr gldesls yq,' orgsnizllioo has had h constn'ffr :Ty^:X ol odm-cl
P/4r li/4t,' /f t'tih', ou e"/*"riJ,
c vrr;.J L;,*tc't
oP h,tto
C'L ,.
Tvoa & class'ol wofi u'heo corlldStsC
taC^. b.+4-iii')
a. List rnunirjPalhcs lul tlle litttdg€oanct otte s!an,s: ' '
lar*lo
i+ni. .{ C.fu
ffi"i *,r*r,* hd vour org.nizaridr comde'd?
& l{ave you ev€r tailed lo cotrd* any uod( a/atded to youl
lf 60, whBro and shy?
,- ffi at'"-t' m"arn capac*v' atd $G mmg ad adress d $re local agency yott
exp€ct lo use:
;ffi;.*Et19ilnf'trffiS or vor'n oqilization and those
B.wh3t is th€ con$rusr'rr anu.*F-.i-pr,i"rr
i,n n" ro"n ol val
ildMdrab 10 ba dledlY inYolve
lndrvittoalb t'€setrl Pos ion y"ifi ila$iltd€ &
Type ol Worfi
,LaJ -//t
hWhal
CaPacity?
or otl'cg Epaince3r ilr Pa'{ *ffi. *'ik'
tr rtr!2 l.rotn'tt/",*
. lolw t'-PlLvlW W-ri;* ,P'E -
l'l.U l4 O3 02:1'tp
nas 13 03 O9: OOpt
:
ACH PROFESSIONHL
D'Rgotelno iach.ni cr I
9705354?39
?zfJ-s?g-1.l?(J
p.2
p.4
9. Do you trold any valid ficenses, i.e. Maslot Plumber, Ardritect' E#r?]l? Please pDvide copy (s)'
l-l
ro. Lis'
'hc
n'ail;,tH' ffifiTJ):f$ X.efiy:,:y,trlry*,gf or wirr be weo on
1 l. Lisl b€bttr tlE Cootrads wi*:h tut q ,ol.f company. 0r corporalion wFre pany to' duing dE -
pr€vious Stll O) yeatt. rhat wer3 h\lolved In @atbn ot a'ry V?e:
irke tr*h #,**,*s - thaor Vul ffif .|i"a . ,-
i^,,,au futd).a -fte.L{eil (*< Ntre <ln*tr.t Mt*{ oonnr'
t2. Th€ totlo{ing b lor all conracts vrtrbh }gu, or }our comps'ly, oI co'peretitn n'Greflv-!9^dJ'tqht}9
Fevious tvt(s, yeaG. whal Perc€nrage ol lhese ptDiscts were cottp|€leo w|ti|tn scneoue '-J:gE-^^+,
13. Hoil/ mucfi ot the yrork wifl you do direcdy compaod to su!co.fie?',loB?::l&l:
-
14. Bankhg Feferences
ra / ).t t trA. \e? Frfinzg+r.
'
E-
Trade Aelerencss
D.
| 6. tia'/e you ever lBd a trcense in ow tea or ary other atea ufder atly name that was:
tuvr*rdJllo -:
I so, plsase exphin:
DBnted-U-4--S:spenUeOJb-
17. lt regislrant is Corporalion or PMnership, plsase.nale appricant GlafionghiCposhion:
i,a-fniln* ,,{ \w /Uez/a'v'u! Q**'*r1
ll.U 14 O3 O2:l.iP RGH PROFESSIOIIRLo }1r! 13 o3 o9:oop D'Fjorsino ll.ohanlcrl..
9?O535.1739
?20-528-?O?O
p.3
p.5
t8. wlrrl '3 yo.rr go,rfrioo In $l| nCir'{bl:
nJJ, V,ii P*-t+,*'n"-"s.b$,r.h;t
?YYmt-bi$':hnct P*$dir4g!
D) Oilt{
19, Sodsf S.ottitY Nunbort €-
t"""t*tD.
hry I tt 03 02: l rtp BCH PROFESSIONRL 9?0535,t?3s P. r+
Contractor's Qualification Statement
1936EDITION
Tltfs lorm is approved and recommended by The American Institute of Archiuctt (AIA) and The Associatetl Ccneral
Controclots of America GC) lor use in a,aluating the qualifcations of contraaors. No endonement of the tubtuitti.,g
pdrty or veriJication of the information is made by the AIA or /GC.
The Undersigled certifies under oath that the information provided herein is tnre and sufficiently
complete so as not to be misleading.
STJBMITTED TO;
ADDRESS:
Pinkard Constr:ction Co,, Inc.
9195 Wcst 6s Ave.
Lakcwood,Colorodo 80215
Tel: 303-98&4555
Fax: 303-985-5050
John L. D'AgostinoSI.IBMITTED BY:
NAME: D'Agostino Mcchanical Contractorg Inc.
ADDRESS: 4l l0 N. Valley Rd.
LongmonlColorado 80504
PRINCIPALOFFICE: D'AgoetinoMechanicalContactorq
4440 Olivcr Stea i Konsas City, KS
NAME OF PROJECT (if applicablc):
FTJTURE PROJECT T
1VORK (lile seprratc form for each Classification of Work):
Corporation X
Par.rnership
Iodividual
Ventrlle
Other
Inc.
66106-1763
TYPE OF
Gcneral Consuuction
Ptumbing
X Orhcr Sheeqncral &.gipi!g
(please specify)
Copyrighr 1964. 1960. lt9, @ t9S6 by Tll Amffic.r trstitltc or-,\rchit!6s, l?35 Nlw Yo.t Avcnuc. N.W., *'ashinglon, D.C.20006-
R€troduclion ot'dE nllcrial hcraiD or subrtutial qloudon of itr provirioos withott pcmirsion of rh. AtA violucs rhi copyright bw: ol
lhe thitcd Srald &d will bc subjccr to tcg.l trGccntion.
X HVAC
Elcctrical
Ar,{ D(rcUllEITalOs . CONTn^CTOR.S QUAUFICATTON STAteM&yT . tgS6EDmON . AIA O -O l9t6
THE.AIIERrcAN Il./SfnUTE OF ARCHnECTS. Itfi NE,v YORK AvCNOe N-idr. wAS N'GTON. D.C, tOOO6rvA[ lIC: Uttrc.nt! ptoto..fyiotvtol.t6 U.S- coptrtht trEr r||d k aublc.t to hgrl ttro.rcrlint.
.{3{t5 - r tE6 |
|lrc lt OA Oe:1.tP RCH PROFESSIONR-9?O535t?39 p.5
I. ORGA}{IZATION
l. t How many years has your organizetion bcen ia busbess as I contractor? 52 ycan
1,2 How nuny ycars has your orgrnization been in hisincas under is prescnt busiaess uernc? 2 yeo: & l0
months
| .2.1 Uudcr uAat othcr or formcr narres bas yor orgmization opcrated?
Anthmy Phmbing and Heating Coryany, hc.
Anftooy Mechanical C.ontractus, Inc,
Arlboay, lnc.
t.3 lfyour organization ic a corporatioo, answer rhe following:
1.3.1 Data ofincorporatioa January 5, 1977132 Ster of incorporetion: Missori
1.3.3 Prcidcnt's nsrrc: John L. D'A.gostino
1.3.4 Vicc-pr*idcnt's nnn(s): Jerry Svrrro4 Max E. Singcrt.3.5 Sccrctuy's narncr John L. D'Agostino, P.E.
1.3.6 Trcasurcr'g naurc: Max E. Singer
1.4 lfyonr organization is a prrtncrehip, answ6 thc following: IVA
1.4.1 Datcoforganization:
1.4.2 I}Ac ofparacrsbip (if applicablc):
1.4.3 Nam(s) of geocrel partrcc(s):
1.5 lfyour orgonizati- ilindi"iduo[y ocr*ed, ansflor thc followirg: ]VA
1.5.1 DrE of qgalization:
L52 Narn of owncr:
t.6 If the form of your orgoization is othcr then tboso lisrd abovg &scribc it rnd namc tha
principals:
N/A
n{E AMEnI(.AN INSTIIUTEO9 Arcflrlcts tAtNtW YORK AVGt{-iE, N.W.. WAS}|I}(i?ON, DC. tmo 430$lgg6 Z
WARNIiIG! lrr[.trn.d plrto.opthl y|,|rr.r tl-s. Goplrld( l'r'' d b r!!j.Ca r. lcg.] pro!.tdtor.
iles l.l O3 O2: 15p RCH PROFESS I ONRL 9?O535.t?39 p.6
2. LICENSING
2.1 List juisdicttons and trade categories in rvhich yow organization is legally qualified to do
busincss. ond indicarc registation or licensc numbers, if applicablc.
State oT Kansas - Plumbing Kansas City, l{O - Plurnbing, HVAC Mechanical
Kansas City, Kansas - Plunbing, H\,-AC Mechanical AtchisoD, Kansas - Plumbing
Stotc of Colorado - Plumbing
2.2 List jurisdictions in which 1'our organization's partoership or uadc namc is filed.
Missouri i Ka$as / Colorado
3. BXPERIENCE
i.l List thc catcgories of work that your organizltion normally pcrforsrs rvith iB own forces.
Commcrcial and industrial plumbing, process piping, IIVAC systcms, shceunetal and
mcchanical utilities
Ncw coDsbrction, service and renovation
1.2 Clairns and Suits, (If ihe answer to auy of the quorioo, b.lo* is yer, pleasc attach details.)
3.2.1 Has yotr orgauizarioo cvcr failed to complete my rrork awarded to iP NO
3.2.2 Are therc any judgments, claims, arbitration proceedings or suits pcnding or ouBanding
against yorlt organization or its officers? NO
3.2.3 Hm your organization filcd any Iaw suib or requcsted arbitration with Egard to
cons&rtction contracts witbin the last frve years? NO
3.3 Within lhe last fivc yoar, hns any offrcer or principal of your organization ever bcen an officer or
principal of aootlrcr organization when it failed 1o complcre a construction cootmct?
(If rhcanswer is yes, plcase attacb dctails.) NO
3.4 On a scparatc she€t, list rnajor constuction projects yoru orgauizatiot has in progress, giving
thc nanre ofproject, owner, arclrjtecg confact amount, perc€nt cornplcte an
and scheduled corrpletion date.
See Atached Schedule3.4.1 St.te total worth of work in progr.ess and utrdcr conhaai
$3,898,668.00
3.5 On a separatc shea, list thc nrajor projccts your olganizadon has compktcd in the past five ycars,
giviug drc narnc of project, omer, architccq conEact a.moutrt, datc of
complction and percctttage of tlre cost of the work pcrformed with your own forces.
See Attachsd Schcdule
3.5'l Slate avenge annual amount of construction work performcd during theprst five years:
s3J68,r66.003-6 On a sepamtc sheet, hst the construction expcdcnce and present coruniblenls of the key
indir"iduals of your organization.
Sce Attached Schedule
THE AMDIUCAN tySTtTUTE OF AR(:|{'TECT'S- tt3t \Ew VOiK .^vtNUE r,l.w.. w_AsHtNcToN, D,c. 20d16 A.305 _ l rg6 f
$ARNlNc: lllliclrad ltftotocop,r{tg tio|ltc! U.S. orpyri;lr lawt rnd it !r.bj!ct t0latal p.oracotio!.
n.U 14 O3 O2:15p RCH PROFESSIONRL s?o535t739 p.7
4, REFERENCES
4.1 Trade Rcfercnces:
Jorban Riscoe Assoc., Inc. The Necoan Company Fergrson Ederprises
9808 Alden Road. 5701 Btuc Ridgc Pkwy. 14861 W. l00th St.
Lcnerg KS 66215 Klruas Cily, MO 64130 l*ncxr, KS 66215-1198
Contacc Mark Riscoe Coniact: MiLc Ncenan Conacl: Doug Erickson
4.2 Bank Rcfcrcnces:
Sccuriry Bank of Kauas City
Mr. Devid A. Nivens. Execttive Vicc President
I flX) Minnesota Avenue
Kansas City, KS 66101
43 Surcty:
4.3.1 Namc ofbonding corpany: USF&G
P.O. Box I138
Baltirnore. MA 21203-1 138
43.2 Nur and addrcsl of agcnt fiomas McGce & Sors
Mr. Tom LaE
920 Main Strccr
Kansas City, MO 64105
ArA DOC-I,MENT Atott . COi|TnACrOn.SQ{_i^UF|CATIot{ SIATEMEYT . r9t6 EDrTror{ .
^tA
C , O !ia6
Tr.rE AMERIC,IN FSTTTUIE Or ARd.rnEcIS. tn5 NEW VORr A\€NU6, N.W.. WASIiTM;ION. O.C.20006 A30tl9t6 4
lYARIli{Or U cantld ph.rocooylr8 alol.!.. U.S. .qrtrEht lrw.-rod lr !l.j.ca t. ktrt r!r6.c!.io.!
hlu 14 O3 O2:15P BCH PROFESSIONFL 9705354?39 p.8
5. I NANCING
5 I Financial Statcrncnt,
5.1 . I Attoch a financial lntcment, prcfcrably audited, includiug yow organization's latesr
baloncc sh€et and inconc statemcnt showing the foliowing items:
Furnished Upon Reqncst
Current Assets (e,g., caslr, joint venturc accounts, lccounts receivable, notes
rcceivablq accrued incomq dcposits, materills inventory atrd
prepaid ct(pense$);
Net Fixad Assec;
Oth€r .A,sscts;
Cuncnt Liabi[tics (c.g., rccounts payable, notcs payable, accrucd crpenses,. ptovision for incomc taxcs, advances, accmed salaries and occnrcd
plyroll taxas);
O6cr Liabilities (c.9., cdpital, capital stoclq authorized and outstanding sbarcs
. par values, cancd surplus and retained canings).
5. L2 Name and address of firm prcaoring artacbcd financial statcmcnt. and date &creof:
5.1.3 Is thc anach?d fmancial slatcmcnr for tha identical orgubation named on p€e onc?
5.1.4 If nog axplain 6e r:latiorship and Iinancial rcsponsibility of thc orgaaization whose
financial statemcnt is providcd (c.9., parcnt-subeidiary).
5.2 lVill the organization whosc frnancial statcmcnt is ottachcd act as guar?ntor of thc contract for constuction?
AtA D()cuM€,irr A3.5 . COyT&{CTOR'S Qt AllFtC^T|o:,J STATCTTiEiT . lFoEbmON---AfiG; O lot6 --
TIIE AMERICAN lNSl TIUIE OI ARCIIITECIS' I t NEriv YORK A\Gh'UE N.v. vASHtt{clON. D.C. r$06 .{305-! 986 S
ruAnNlNG: Urlioia$d Fltolocqrylni l|.lbl!r U,g. cop! rllhl l$rr i|(t ir rrbJcrr to trtil Dr.r.irtbr.
l1.y t4 03 O2:15p RCH PROFESSIONRL S?O535.1739 p.9
5. SIGNATURE
6.1 Darcd at D?gostitro Mechanical Contacors,Inc. this. llt day of FeDnuary 2003
Nomc of Organizariorr D'Agostino Mechanical Contraciors, Inc.
By, Jery Swlnson
Tirlc: Vice PEsilcnt / Constnrctiotr
6.2 Mr. Jcry Swrnson being duly sworn deposcs and says that tte information provided hcrcil is rue
and nfficiently complctc so as not o bc misleadiug.
Mr- Max E. Singpr _
Subscrr-bed and sworn bcfore rne this -__Lt__ day of February, 2003
Notary Public: Max E. Singen
N{y Commission Expires: Decenbcr 17, 2005
AfA CAUTION: You shoutd sign an origitral AIA documentwhich has this caution printed
in red. An original a$ures thit changes will not be obscured ar may occur when document
ere reproduced.
THE AM€RICAX IMiTI?UTE OI RCITJTECTS. I']' NEW YORKAVENUE N.E., W.{S'{INGTON. D-C.2OOff A3OTI9E6 tI
wlmif:l.c: Utl!...!t f clc:ap/|.g tlol.a.! U,S clptrBlrr lrvt .d k ..Uc.r F h;j prrr.crrb!.
tlev 14 O3 O2:15p FCH PROFESSIONRL 9?Os354739
D'AGOSTINO MECHANICAL CONTRACTORS, INC.
4tf40 OLfyER
KaNSAS CnY, KS 6f,t}64763
PEoM: (9rg)s%-4440
FAX: (913) 38+5123
TRADEREFXRENCES
l. FcrgusonEntcrprises
12600 W. 93d Saeer
Lcnex4 KS 66215-380Q
Tol: (913) 752-56fi
Fax: (913) 752-568s
2. The Trane Company
' 8104 Flht
L€ocxa, KS 66214
Tel: (9I3) s99,-4664
Far (913) 5994669
3. NcenanCompauy
5701 Blue Parkway
Kansas City, MO 64130
Tel: (81O923-1300
Fa,r: (8lO 9234417
4. Jorban - Riscoe Associatos, Inc.
9808 Alden Road
Lc,nex4 KS 6621s
Tel: (913) 438-t244
Fax: (913)438-6548
ftu$rrtD..)4rvord\hn[\aorqr.llJroc
P.lo
t7
f,lry 14 O3 O?:16p RCH PROFESSIONRL
920 Main Street . Suite 1700
P.O.Box419013 . Kensas City, Missouri 64t4.t.6o13
61&842-4800 . Fru( 81S472.5018
Website: un^,yy.lhomasmcg€g.@m
9?O5354739 P.rr
lnfr
f$Thomas McGee, rc
INSURANCE AGENCY slNcE 1910
IalallaryZI"2ttO3
Mr. Kit Crowcll
Pinkard Consruaion
9lg5 w. or Avenue
lakewood, CO 80215
RE: Conhsctor Prquahttcatlon
Dear Mi. Clour.ll:
It is loy undcrrtrnding tbaf you are considcring &s scrvices of D'Agostino Mcchrnical Conracorg lnc" I
am pleased to respond in this regard" *
Thomas McGcc, LC has bcca associuod with D'Agctino Mcchanical Contractors, lnc. and is
prcdcccsscs sincc 4 lca$ | 980- Ttr boads prcvilcd on behalf dris comrrctor arc tnd€crminctr by USF&G
of Thc SL Paul. Wc gaically do not gtnre information tcgpdiog cdrblishcd lines of crcdir I ccn confiro
lhat tbe srrcf,y would srryport individual conrac'E in cxocra of $2,000dXt and a otal prograrn ia excess of
$5,000,0110, Thc support k bascd on 6a rcvicw of a rltrrDly acrcprlblc cuma rnd bond fonn+
coofirmaioo ofprojcct lindrcing and firorrblc corditionr atrhc tinc oforr clicrtr's rcqucst Our
experiencc with D'Agostino Mecbanical Contacron lrrc. hrs bccn urtralding Tlrc oper.arbns of tbis
confar;tor arc professiomlty managcd.
I fully recommond your coosidcrarion of D'Agostino Mechaoical Conbac-tors, Inc. Plcasc call widr any
$rcstioos tht tou rary havo in dris regard or if I rry bc of fifdrcr assistance,
Sincercly,
T&omas l4cGe, LC
Eric Van Buskirk
llay 14 O3 O2: l6p BCH PROFESSIONRL
CERTIf|CATE HOU'ER
9705354739 P. l2
CAttICELLAION
ACOND- CERTIFICATE OF LIABILITY INSURANCE '4
oArE Im.DDIVYWI
o1t22IOX
"aool,roER
tltora ucce3, L.C.
92O x.ia, a8ite 1?00
X!,Eaas eity l o 54105
Dboa.: 815 - 842 -4800 8er: 815 -172-5018
fi FEffi FIGATE|3}SSU€O A's A MATTER OF A{Ffi i|ATF
OiILY AIID CO'IFER,S }IO RIGIII19 UPOI{ THE C€RTIFICATE
HOLDER. THS! GEKnFTATE OOES l|OT ASEND' EXTENO OR
ALTER THE COVERAI6E AFFORD€D AY THE POIICIES AELOIY.
NSURERg AFfORIX'{O COI'ERACE raA|c I
ISNED
D,AaoaciBo H€ch{|oicalContr!,ctorr, Iac.4tlto ol'ivcrxetrsa.s clty 18 65105
o{nxERA Ohl,o Crtualtv
nsuRERB: Suildolt. AltociatLolt EeIf- Il a
iEtnERc:
h€un€Ro:
'|SI'FERE:
nG 9o.EIES OF tt{grR itCE ultTED 8E!O|V H VE g€An 6$JCD TO $€ lf{gUnED MrGD AF|,'E FORI}€ POrKlt P4Ip lrOlCAlEo. }.OTWlT}lgtAlOhC
^rfr
REqrREr*rt. rEnx oR coDoarrc|t oF A$t co.rrRAgt oh orHER Doctlcrrr w|tH nf,sp€cr ro wmo{ t}os GER'TEAYE r,|^Y gE F.9lEo oR
M^y p€nt^t{. t}€ h6uR^r{c€ AFFofio€D rv f}€ proucEs DGICBBED }€naN is sJoJEcI to Atl. ?l€ TER '/6, EXCIUlbNlt A O cOND{toN8 oF glEH
FO.ElEr. TGGRCO$E urfls 9rOWN n Y HAVE BEFr R€OJCGO Br PxD C|A[4S.
L1 tl?t oFlltsllritE FOLEY ruIEEN Fqo L'||N3
A I
olxeia urauTY
il m,ne^oacet erur.r ..--fl o^o ** [1o".*x iE]-kt lildl Inrd
8rts0452789003 otloLl03 oLlorloa
E c|rocctFiB|ce r 1000000
I (Ett,rcc,t 300000
iGO EXP lAw ct. D.tr.i'I 5000
PCnSSU! I Alt tt(xjFf 31000000-1 GEiEMI AGOREBATE 3 2000000
GENL AGGfiEGATE L['I' APPU€3 PER:--lrouq'k-l* f-ll ,oc
PR(D{lCl.l| - O(I|P'FAGG r 2000 000
A I
A.|I
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fib|tELng|lw
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sq{€ou-ED AUYOg
I
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rfAol0479202 oLl orl 03 o'-l orl 01
@Mlt€o st{Glc uLT
Gt Glrhltl r 1000000
ooD[Y rlljiY
(Prr ocErl t
SDLY DIJINY
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A|PLOYEIS LIABIUTY
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SPICIAL PNOY'gOTI
Platard coDrtlu€tl,orl co ,,r addltlooal ingured oa Coaa CO2010 11/85 r.dlttoD.
crcepl lor rorkelr I Colrtrcocalloa tor |'bl.ch ! uiver of ,ubroE.tloD 18 .ddCd.
Irau!.!c€ Ls prtlary aad covcrage casried by addl,ttonal Lanq-ed ls orccga
asd soE-coatsibuEory. Th€ lBaursd r,ftorded to ll ar desorlb.d lD tblt
C€rtt ficatc of I!.aur.acc for work perfora.ed by tbe ltsllcd IatulGd, i8
3SIOULD AI|Y O' TXE AIOI'E OESCRB@ POLICIE! 3E CAIICEI.LGD StFORFII{E
oatE r{GnEor, l- r6glc ngrn€i un L EM,€avoR ro uet 3 0 DAYs tn rrEN
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raposE rc od.ri noroRLt lrlrrYoF AxY rhDu?ol Tl{E l{slJREn, Jtg adELls oiPi,lICaEd CoDatnrctiolr Co.
9195 lfcrt 6Cb lvc,l,alcflood CO 80215
i1.y l.l 03 02: l6p RCH PROFESSIONFL 9?05354?33
D'Agostino Mechanical C,ontractors,Inc.
Key Individuals
John L. D'Agostino, P.E. - President
Bachelor of Science, Mechanical Engineering
Univenity of Kansas, Lawrence
Master of Science, Mechanical Engineering
University of lllinois, Urbana
Construction exDeri ence:
P.13
2l years Mechsrical Engineering dcsign and President.
4 years Projcct Engineer for Mechanical/Electrical Consulting
Engineering Finn.
Profcssional Engincering; Kansas, Missorui, Colorado
Master Plumber; Kansas City, MO, Kansas City, KS & Colorado
Master Pipefitter; Kansas City, MO, Kansas City, KS
National, Missouri & Local Professional Engineers,
American Sociery of Mechanical Engineers,
Master Plumber State of Kansas - Block Exam.
Master Mechanical - State of Kansas - Block Exam
License:
Organizations:
License Numbers:Kansas City, MO Master Plumber:
Kansas City, MO Master Pipefitter:
Kansas City, KS Master Plumber:
Kansas City, KS Master Mechanic:
State of Kansas Block Master Plumber:
State of Kansas Block Master Mechanical:
Slate of Colorado Masler Plumben
State of Kansas Profcssional Engineer:
State of Missouri Professional Eneineer:
#013605
#124985
#99980100082
#99980/00082
Issued On 6-3-87
Issued On '12-5-98
#186353
#8736
#0197E3
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tlry 1.1 O3 O2:l?p RCH PROFESSIONRL s?o535.f 739
(913) 384-5170
Fax (913) 384-5173
4440 Olivor Slreet. Kansas Oty, KS 66106-3763
P.la
D'AG[|STI]{I| r!IITIIIITIIIH
MECHANICAT COMRACTORS, INC.
CREDIT INF'ORMATION
OWNER'S NAIVIE: Iobnl. D'Agostino -Presideot
BANK REFERENCE: Security Bank of Kansas City OFI'ICER:
BAIYK ADDRESS: rooo@fty, Ks 66tol
BANKPHONE: (e-iFi:Im'
ANNUAL SALES: 4.0 miilion prus IN BUSID{ESS SINCE: rqsr
DATE OF' INCORPORATION: Ianvary 5, te71
STATE OF' INCORPORATION:
SALES TAX IIUMBER: 1127945T129 - Kansas NOIE: We are taxabte
except for tax cxempt projects for which ]rou will bc firmished a Project Exernltion -
Aedi$s3tq,'
FEDERAL I.D. NUMBER: 43-l0e8e3F
TYPE OF'BUSINESS; Plumbine, Heatine. CoolilF apd Shee.tsnetal as Related to
New Conskuction and Rcnoyation
TRADE REFERBNCES
Davitl Nivcns
(l)
(2)
(3)
(4)
Gladslone Winnelson
Phone: (81Q 842-9466 Fax:
Jorb an-Ri scoc Associates, lnc.
Phone: (913) 438-1244 Fax:
Neeuan Company
Phonc: (816) 923-1300 Fax:
Ferguson Euterprises, Inc.
Phone: (913) 152-5660 Fax:
(816) 842-8436
(913) 438-6548
(816) 92344t1
(913)7s2-s68s
FOAMEBLY ANTHONY MECHANGAT CONTRA TORS. tNC.
l1.v l4 O3 O2:
JFN.2t.2093
t1p RCH PROFESSIONRL
3:36PT-1 THE TRNI€, COfIPRNY
9?O5354739
t{o.818 P .?/4
tnvkugt
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9r3 899 4884
gr3 699 1669 fs
Crry"
fhs7nno&,nwry
KtnsEe W DlttnZt
8Or4 mnt St.'
Lencxa KE 66214
January 21,20A3
To whom it may concem:
The lGnsas Clty Dlstrlct Offce of th€ Tnne Compry offers the folhwlng
summary and endonemEnt of heir engage6enb with p'trgostfno Mechanlcal
Gonhac'lors, Inc. of lGncas City. lGnsas. In addigo'fi b tlE tfadltlonal wndor -
con0"c{or rahlionshlp where DAgosfino Mecttanlcal uould purchasa Trane equipment
under a onpettvE bld gituation. hls rEla{onshlp has evolved to include direc-t
subcontrae{ig and cunently a desErrbqnd assodalion.
In an efiort to expad thelr marlets, Trane has laveraged lhelr systorns
knorledge ino provlding trr*ey soMbns to solye tfielr cllent's needs, In futfillment of
fiis efrrl, Trarp hat subconfaaed wih D'Agostino on several prdeob, all with grcat
suooessi. Thess Include. but arc not limited to:r [rabmrttr Pr.rblishing - lnstallaton snd plphg of 40 Ton Chillerwith mul6pla
connsclions b a color Printing Press.r BNSF - Replacement of 100 Ton Chlller wlth ramof araporabr barrel in a
cri$cal seMce appncafion. Allwork performed over hollday weekand with.no
intemrptlcn to orner.o AtgosY Caslno - ln:tall bmponary conruc{ions fur rEnbl dtiller on floating
casino,, Instalathn complebd orrer onseantive night ofi-tlme windqvs' where
plping remahed full of unter and eeciions werc fiozqr and rsplaced to complete
work wilhin givan tlme mnetnaints.r Aquila -WEekerd insiallation of pipirg and pumping oquipment on lce sbrage
$/sbm.. l(awasakl Phase 2 - insratlalion of 13{i Ton air cooled chiller. plping
nndifications, nerpAHU inebllafion. modltlcalion to existim AHU. extenslve
duciryork modifications, new dustwork fabrlcaflon afft compleb systEm start{rp
if,i $*:!3; encountered on firesa projecrs has tead to a mltatbration as a
design-bitild bam member on lGrvasakl Phase 3, a propoeed central ctrlllad water plmt
of modular deslen u/ih up to 2400 Tons of total capaclty with air disFlbutlon systerns.
Ottr con0nued assodatlon wlth Dhgosdno l,tedranical ls based on iheli
comnitnent to compleb att projeds Wthlnbudget and on sdtedulq comblnetl wlth their
dadication to engur€ that the sptem functlons as fntetded, b all parties sallsfacdon,
As always, please feel frec b call wlh any addltlnnal queslions or concerns
regBrding his mater.
Sincerely,
p. rS
Mike Gallagher. P.E.
Director of Engineerlng Services
H.u 14 O3 O2:18p RCH PROFESSIONFL 9?O535.1?39
O.rw r s B norH E*s
eoirr|l9e?.ox
Deeember 1,6,2002
RE: Tom D'AgastinoII-
3730 East 48rh Avcnue
Denver, CO 80216
ToWhom It May C.onocm; -
tot p'Agastino with AnPam Colorado has complcted two projects for Davis Brothers
Construction in the Denver area over thc past couplc of years. Ono, located in Ft.
Collins, CO, wbich consisted of 224 unis and tbo otber locatcd in Boulder, CO, a student
bousing projcct that was 4 stories high. Thcir work has been vcry professioDal and
complcted in a timcly manncr. I could not be more plcased with lhc pcrformancc of
AmPam Colorado.
.-Plumbing is oae of rhoir sister companies localed here in Houston, TX.
Davis Brothcrs Construction has used this company on many of our projects located in
tre Texas, [nuisiana, and Georgia area over tho past eight yean. Again, their work is
higb quality and very professional.
lf you havo questions conceming the above companies, please call me at 281-355-3800.
ru'fu
Tom C. Davis
Davis Brothers Oonstruction. LTD.
?2oo Louatra
StRrNc,TExas 77 3 B e -,r?og
241,353,3eOO261.gE3,3eol t^r
P.20
illy til O3 O2:18p RCH PROFESSIONRL
To Slhoro lt May. Oonccm:
s70s354?39 P.2l
D'Agortbo Mechaaical Coltaacns-Inc. is arrcntly undcr coutract wilh otr firm. To date, wc bava found
lbem to bc e vcry good corrpauy, dedicatcd o providing r quality, timcly product. It is our opinion that they
arc botL profcssiooal md coopentvc. We would gladly do burims rrilb D'Agoatino tvicchanical Contactors,
Ioc. is hc fpnue, and loo& forward to abiry so.
Siaccraly, 7k RECEIVED
Miksc'bs@ FEB 07 2003Vbc Presidat
ry/{gosnno ilod|. cod.,,ncMG:lcm
cc: Sub #18
Gcneral Contrector rnd Mcmbcr of Aeeociated Goncrat Cotactors
MURRAY &SONS -coNsrRucrroN co. rNc.
^4.
P,O. Box 2698 av>785-267-1961 (
Fcbnury ( 2003
Topeka, Kansas 66601
|1lc lrl O3 O2: l8p RCH PROFESSIONRL s705354?39 P.22
To Whoo It Mry Colccml
I! th. Fst tro ycrr, I Uavo ucd{|@ 6. mdoriry of thc rultihcrity-projcct thrt I brw
co&!!ogcd,
-h.s
consiscody beat oc oftc Ucsr pcrfomdqg rubcoorrcors 6rt I bvc dcdt
with, I brve m hesibtion in rccounariling Mr, D'A3Onino rod hir rffi 6r rny sizo uli'finity iob. For
spccific qpcrrtions, t cro bc rcachcd.t 719-785.331?.
/f /*4(
Dcccdct {, 2002
TomD'Ago*ilo
-J-3?30 Er$ 4tr Avldrc
Dem'er, Colondo t0216
RE: Lctlcr of Rccr ucndrtloa
Clas3ic Glo.rtl ConE clors, I!c.
63E5 Corporde Drlvc, Sultc l0l' Colondo Springr, CO 80919
Tcl: 7 | 9-7E3-3299 Frr 7 | t-t85-0Zl! wwr,clerclcgc.com
l,lau 14 O3 O2: 19 RCH PROFESSIONFL
0l/g7l26A? gg..37 9782235f46
9?O535it?39
Phosc (9?0) 226-E616
Fu (970) zl3-5740
ccconondoq?(dolvcgr"rr r
P.23
BELLISII'I)
Beilisimo, fnc.
37(12 Ml!}flrrn Av6$.
izol
Ft Collio. OO80326
RE:
Janury 6n, 200J
GinoD Canrpura
Prcsidcnt, Bcllisimo lncorporatcd
To Whom It Mry Conccm:
I! 2001 I contactod AilrPAsl to work on a lugc-s6d6 rcsirtcntial prqicn.lllns complctcd its cotrNcru.t obtig*ions to iru satisFrtion end b",
cglsistcorly pcrformcd itr warrmty oblignrioos wi0rout hcsitation. I reooarrurrt Mr.D'fuostino ead hir staff for aay job rcgardless of size-
Thrnl you,
Tom D'Agosrino
373O Eosr 48{' Avcrnr
Danaer, CO t0216
EOSEE€'5S7QI 6/2Sl@e @6! 4EPtt P. @@2
TOWNOF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2138
NOTE: THIS PERMT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: F'01-02U
Job Address: 352 E MEADOW DR VAIL Status . . . : ISSUED
Location.....: 352 E MEADOW D& VAIL ATHLETIC CLUB Applied . . : 70/09/2007
Parcel No...: 210108255000 Issued . . : 10/18/2001
ProjectNo : p'1146- OIZ{9 Expires. .: 72/78/2001
OWNER VAIL ATHI-,ETIC CLUB & SPA LO/O9/20OL Phone: 97O-476-L987
285 BRIDGE ST
VAIL, CO
4L657
I-,icense:
coNrRAcroR B & B ELEcrRrc, rNc. ]-0/o9/200L Phone: 970-242-2450
281,8 1,/2 NORTH AVENT'E
GRAND
'IIINCTION,
CO
81501
I-,icense: 266-F.
APPL,ICANI B & B EITECTRIC, INC. LO/09/20OL Phone: 97O-242-2450
28AA a/2 NORTH AVENUE
GRJA}ID i'I]NCTION, CO
8l_50L
I-,icense: 266-E
Desciption: Electrical for Phase III Renovation & Remodel.
Valuation: $200,000.00
Electrical--> $3,457.00
DRB Fee--_>
Investigation--->
will call__--_>
TOTALFEES-> 53,460. OO
FEE SUMMARY
Total Calculated Fees-> $3 , 450. 00
Additional Fees------> So. oo
Total Permit Fee------>$3 , 450. 00
$0.00
$0.00
$3.00 Payrnentsr-.----2 $3 ,460 . 00
BALANCE DUE-->s0.00
Approvals:Ite.m: 05000 ELECTRICAI DEPARTMENT
10/09,/2001 cRc
ITCM: 05600 FIRE DEPARTMEMT
Action: AP
CONDITIONSOF APPROVALCond: 12
(BT,DG.) : FIEI-,D II{SPECTIOI{S ARE REQUIRED TO CHECK FOR CODE COMPI,IAI.rCE'
Cond: 14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILIIIGS,AIID FI-,OORS TO BE SEAL,ED WITII AliI APPROVED
FIRE MATBRIAIJ'
DECLARATIONS
I hereby adcnowledge thatI haveread this application, filledoutinfull the infomrationrequired" completed an
accurate plot plan, and state that all the inforsration as required is correct. I agree to courply with the information and
plotplan, to conrply wift all Town ordinances and state laws, and to build this structue according to the towns zoning
and suHivisioncodes, design.review approve4 Uniforur BuildingCode and other ordinances of theTownapplicable
thereto,
REQT'ESISFORINSPCCTIONSHALLBE MADETWE{TY.IOI]RHOURSIN ADVANCE BYIELEPTIONE AT4?9-A3E ORATOUROFFICE FROMS$OAM.5
ru.
SIGNATIJRE OF OWNER OR CONTRACTOR FOR HIIVISELF AND OWNEF
0cT-04-2001 THU
' cge-a'l-gn t o. sn
rum{ff|
75S. l'ron(rgl'Rd.
Vail, Colorcrlo 81G57
02124 PII B&B&ELECTRIC INC
FIIO1{ r TOU -COl{-DEv-DEFA;
970241868?r97A4"9'2452
iTE OR
Proled#:
Building Permit #:
Eledical Permit#:
9m - 47 9 -2L49 (Inspections)
TION WILL NOT BE
.4 Qooo
lvoftTyp: ln(rrlor( ) E("Tior( ) BothtX.)
-ffi .5r=-r.:!!1-,i=- | -' --F:!r_.=-:'--_4!Frt t-
TyFeof Blilg: Stftrlo.fFmity( ) rt|f,ler(( ) l.lulti+atty1 ;Cofirmercial 0|o Rc5asrant ( } Other ( )
COl.rH.rxE S(q. FEEr FOR l{Ew BUII"DS and VALUATIoilS FOR ALL OT}|ER'5 (rabor & t{aterials)
CONTRACTOR IN FORHATIOI{
r=:i= !.= ?.r-.r:-i-t'. 7 !?,'!-.-
I L'erk'r(Bl Contracfnr:
il etc [Lrc1'&lc.rNa,
]c,_.fi .t.a,!..r*:-_. *EF*Ei!=!E:.
I Cootructor Signatilrtl: J
Rerrroott- Eil$Tt^lG
'i-+t E=|:tr:r
uo. of f,lisXiryt Dw.illlng UniE In drls buildingr
a ltot hrb:(x) No(
Bllr
Work Clart: N.rvt ( ) Addfiion ( )neriraetpd) Reparr( ) TenrpPqwer( ) Other( )
r l*r t,r**r.r r ;'( . r.l \ * r r'rr t ** r***,t*r*rr r.**+rFOR OFEICE USE ONLY.** *t *t **l*+i* t ***t+*******t**+*'****rr
P. 02t.AtrE I t z.
M
JobNamc: VAtU fnW*Tr4tN Loo6e robAdrressr BSL E.JrAAtooW 0&. Vntl
zes 8ao6e sa. rhrr9|0sT qTo-{?O-ltl+
DoesanEHuexKatttrislocation: Ye( ) No( )
No. of Accommodation Units in this buildiog:
iF. -:r.+;!F?E:-.rF+ ?r !.r... r -.1n.rr.::--.-=:-::-
fi nrnloum'Or SQ FrIN SIRUCTIEE:ELFCTRICAL VALUANOITI: + ?M,OOO, --
&- J -?vo'e+z'a:use,
f :/ivr:ryorrr(or m:-./deqa.rrn
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FAX COVER SHEET
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ApDltcsnt: gHAWcC+rgllluClFl.lCoMFAltY Phon€: 97+?!*a-9?lE' ,' /\'broer: \'AtL ATI-H.ETIC CLUB & SPA Phom: 97&476-19€7 |Contaa*: SFIAWCOf{STRIJCTIONCO}TPANY .,-ptrona: e70,212-923E I
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fFil CoMFAIIY Phon€: 97+?44-9236'Piicsf ?101Piicsf ?1010€l$€tm z"N
AlDllcsnl: sl'lAw cC+rgTRuClPi.l CoMFAIIY Phone: 97$?4G-9236' I \' b*ner: \'AlL ATI-*LETIC CLUB & SPA Pfionr: 97S"176'1987 "-* I -
Corrtaa*: SftAWcOilFTRtJCTtONCntlPaNy :'''-Ftrona: 97S'?.f2'9236 |trEtrllilon: FULL FERI4IT FOR PHASE IE il CONBTRUCTION QI.ILY ItS{co: SFTAW cOtlSTRuCTloN lS SEEK]NG TCO FROlrl puBl-tr WORI(S 't2-22'ffi. Wn-L },lOT ISSUE TCQ I
^ UTTESS AlI MATERHI-S ARE OUT OF RIGHI OF WAY AREA ANf' AREA IS (JLEAN OF DEBRIS, ST'IOT
4 -.0-{tffifFed{h*'Fofi sro.wArfi- TE.NARD sFor(E wrrH $HA*H . A}.rD KErrH vl,rrH s*lAw r
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/1.-,(M b'o-l ^ffi4!"**rFEsAF'ryrs$uEs -LsA roofAf I' l \'7 ' commn*tDl$flffiltflH WARFGN OF SFiAW cOtl$TUCTIOI'l ItlE REoUlRElvlNETS TH/AT HA\,E flOT BE$N| . ^
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STAIES THE CORRECTI)NS WILL EE CfiPTETED BY THIS WEEXEhD. GAFTYi / rv I A g{tSEtfWFHTHEToinHAsALSotlBEEtf NoTlFfED-cDAvl-c Ir Df#r*,t-,t;!1#"ffiWrgT"rfffifr* r.$Fst fof rn [Epectbn cf tlte nodh enby torvet. An Lc n . u]ott
- Cqrrmnt EtEVATOft PERHr RECE\nED FROi{ l''I}rr,COG ON 1Iv27i2C00. sEE Fu-E - COAVF I- cofiil.flt ADoEtsuil t2 sET oF Ft.Aits REcrnED lclilggo - RoUTED To CIARY - CDAVIS I
\Pr* REcncohDorE"nERoFApPRovALn23/20m-lTin . Lin'o*Icorn,o"oros.r 4 ,, pBpfoW+' I i
Ittfiti 530 BLDG-Tcilp, C/o | \'- \ Rcxruestsd Ther 08loo Ar 'l z'
R.qLFsior: SHAWGEn\gTR]WilS|ICOMPAHY \ Phorn: 970''242'fi1$. t'
( n D'PP?owsrI u'r R.xruest d Tlme: o8:oo ArOMpANy \ Phone: 97&?42-S136
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Rauecior: SHAWCCn\gTR{ Cconin4$r: kLqE^rXp Wnn{fAscbncdTo: CDliUSi:' .)Entcred By: DFTORES l( .-..c**q;ffiftqi^#T*"-ffi6r , | )
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Commentu E. STAIR TOVTTER FOOTI?.IG
APAPPROVEO
Run Id.: 1068
11-2&2001 Insp€cdon Request Reportlng
7:59 am . - vAfL. co - TowN-OF --- -t6,pstoo-lrnrEaorl -GRG Acuon: 6ppp6"o(P25/00 lnspeclot: GRG
'mments: SSIDED LOVUER. S. S]DEComments: &SIDED LOVYEFlollzlm ln3g€cb'r: GRq
llom: 52O PLAN-iLC slt6 Plln12mtn
Acilon: APPRAPPROVED
AclbN: PA PARTIIN- APPROVAL
Aclion: DN DENIEO
Commonb: 14:Hff3H E, ELEVATOR SI.iAFT
1U17IW Ingecior: GRG AcOOn: PAPARTIALAPPROVAL
ComFFdb: E. ELEV. SHAFT. TO TOF.l(Izgm hso€dor: GRG Acton: NR l.lOT READY FOR INSPECTION
COMM€NIS: 11:5O. hIOT READY. S.E. MULTFSIDEO WALL. WILL RESCHEDTJLE VWIEN COMPLETE.
1U?4tW lmDoctof: GRG Actton: APAPPROVED
Crmm€nls: SE dalt to*E| lo tul hobtil.
11/10/m hspec{or: CDAVIS - Aclbn: APAPPRO\GD
COMMO{rb: EAST TIEC}IANICAL ROOI/| It'AtL DOTJBLE MAT APPROVED ON CONDrcN YI'EATHER
PROTECTICN INSTALLED
12mln hsp€ctor: (
Coflm€nti: Thb s]t€ pbA
i Plrn - nrpro,ett "lnao€ctor: Geomb' Acton: AP APPROVED
Thb slte obn apdoval ls oEnted ONLY lor ih€ north enfv bnpr. Addltlofltl sli€ plan ILC'S ard
dqge halim LC'i wilt be Equfed thtdrghod the duraflon'ofthe conrructon Prorect. t{o{fy
Item: 3l _ ffnnlng-of h|tule tamlng a;d toundaton ln$p€ctlons prbi to granttu any EpPtorab.B|-DqF!!!rlng - *Apploved" ,eFramlno * ADorov€f"
1ry13/00-ln8p€cbf: COAVIS
mmert3: l.l(t ELEC PERMTTS ISSUE
tvr r9rLJ un|lrtll,urr. \,|Jlavlt r{-urJrr. rJrt r.rErrltEl,.
COMMETTI: i|d ELEC PERMITS ISSUED OR INSPECTED. NO ALARM PERMIT ISSUED OR INSPECTED,
NO SPRNKLER PERM]TS ISSI.ED OR INSPECTED. }JO MECH OR PLUMBhIG ROTJGH
COUPLETED NO ILC SUBTfiTTED OR APF'IOVED
COI'ITRACTOR HAS BEEN NONFEDlUz7tm Insp€ctot: GRG Actlon: AP APPROVEDco nndtts: 2-lbrm & $bdrm FFUS, 2rd lhor. PockE{ cbor lyoodan tlam€ crmpon€nb musil b€ beatod u,ltl
lpptorred ft€ r&rd|nt on slb.tll{$oo lfiDrclor CDAVIS Acton: AP APPROVED
Co{r n€nb: 2 #DROOtt FFU NEW BAYWhDOVI/ AhD Bt trrPOLrT
1?y(}yoo lme€clor: JRM ' Aclbn: Pl PARTIAL ltlSPECTlOf'f
Cornm€nb: APPR FRAMNG PARTTAL FOfi UNIT 438 3 BEDRMS lN FFU EXTERIOR (SOttTt0 WALLS
of{LY.
APPR 2}.ID FL@R AREA FOR ELEYATOR SHAFT AFEA.
COhITRACTOR NONFED OF t5 PERtflTS NSPECTIONS AND ISSUA]'ICE PENDI}.IGIIII
f2l0{3lm lnsoecior: GRG Actlon: I,fiNOTREADYFORINSPECTION
Cotnmenb: l'lo'ro{.Joh €lecfkal irlsD€cton v€t Thb was for tho north €nby totrr only.lzlzlu) hcpeci6r: GRG Acilon: PA PARTIAL APPROVAL
Corm€nb: lrlc*$ Tos3r Entrv OntY.
fi/(5r101 lfiro€cto{: cdavls Actbn: PA PARTIAL APPROVA
comrn nb: FRi\l/llttc FoR uNlT 101 oNLY
A'PROVED WTTH CORRECTION TO NSTALL l.HR FIRE RESFTTVE ASSEMBLY ARO{JND
NE\,V STRUCTUR L BEAM. THE SPRAY APPLIED FIRE PROoFll.G lS 1'lOT ACCEPTABLE
Dt E TO INCONSISTEI.fT CO\TERAOE
ALSO iru6T WRAP THE ExlSnr\E STRTJCTURAI BEAM AS MUICH AS CAN 8E REACff,O
nsn: 50 BLDGIngttHon
1?N7tffJ lrlspedor JRM Acdon: Pl PARTIAL INSPECTION
Comm€nts: APPRO\iED IN UNIT Zt38 3BEDRMS ONLY
12l1U0O Insp€ctof, GRG Adion: PAPARTIALAPPROVAL
Cornm€nb: Nerw Notlh cnw loiier onlv.01/tH0t Inspsclor: co5vts Acthn- PA PARTIAL APPROVAL
Comrn€nts: EXTERIOR WALLS FOR UMT 101 Ol,lLY
tr m: 60 ELOG-Sh3dfocI Nlll " ADDrov€d "
IU(WOO InsoBcbl: GRG-. AEilon: PAPARTIqLAPPROVAL
Comm€nts: 5 COLUtfi{S & INSIOE O'F SHAFT.zND FLOOR. P}IASE 2. l-HR.
10/1300 Inspoclor: cdNvB Actlon: PA PARTIAL APPROVAL
Comrnents: exbrior stnetim for entry torver,| 1/O5/0O lnsD*to.: cddvb Acllofl. pA PARTIAL APPROVAL
C.ommenlg: Paitbl apgoval for 2nd lloor tftr's rrdls onty. Th€ celllrE ar€ not cornpH€ ond wlll bo raimpocr€dfrrIt/101fi) |nspcclor: CDAVIS Acton' APAPPROVED
Coil'Nolrt3: FFU CEILII.IG COTI,FLETED(lf?/1#01 lnrpaclor: cRG Acdon: AFAPPRO\GD
CommenB: D4,*all eround handbeppeo |tl at nev, nonh enlry.
Item: 70 BLDG-MFG. Aoprwad H
o7lo5/O1 ln3p€ctor: cDAMs Acton: APAPPRoVED
Commonts: ALL STRt,C STEEL I.IAS gE. OF SPRAY APPLIED RRE PROOFING APPLIED
LOCATPf-|S.3RD FLOOR EAST PENTHOTJSE.FUTI.JRE SALES OFFEE IN BASEMENT
ALSO NOTIFIED CO|'ITRACTOR Tl-LAT A SPECIAL INSPECT&3N lS REOURED FOR Tl-{S
TYPE OF RREPROOFII.IG,
f;sm: g) EtDc'.Fhellbm: 530 ELDGTenp. C/O
12n1l(lfj lnsr€rlor: GRG
REPT131
Ac{ion: CR CORRECTION REOUIRED
Run Id: 1068
11-2S.2001 InspecUon Request Reportlrq Page 37:Se_grn _t NL CO iTolilit-OF
Comm€nl3: For TCO tbr n€w notth entrdnce ara6 orily, plct up ond poy tot 6ny outsbndhg p.mn3, cDmd€f.
trr|glm of Ell door8. compl€te tolol cb8nolt ot perHrtg'ga-raga. ldcludlng etl laripmry pflftlood
tmlLi: mslntaln €rst entrahco ts a ck6r and unobatructed em€rg€ncy onry exn; comp|eie oher. mi$ellaneous items as n€c6sary. TCO appro\61 do€s not irrfude any resld€ntlal trlts ttEt hav.
b€sn a o€tt of lhb coosiructon groiocl.
12l22lW IttrD.dor: cdlvis - Action: tl0 l'lOTlFlED
COMMENTS: T.IC,RTH STAR TOWER COIIPLETE O.K. TO I.'S€ AFTER OTHER ITEMS COTiIPLETE
-I-IO OT}IER PERIfiTS OR SYSTEMS INSPECTED WITH TFIIS INSPECTION.I ./
-tO D ALL HA\rcES ON 3RD FTOOR CORRTDOR DOOfiS -.PATCH/FIRETAP€ CEILIT,IGAT 3RD FL@R EXTT E}ICLOSURE
-lAltAP STRUCTURAL CotlJirN Of.l lST LEVEL z-
.UAN DOOR{EXiSTNG) INTO EXIT E}.ICLOSIJRE MUST I-IAVE STYLE A}-ID BE TIGITT
RTNNGW]THPANIC I-I,ARDI,\'ARE '.--RElrOl/E ALL EXTENSPil CORDS FRofrl CORRETORS -
-INSTALL EMERGET.ICY trefrttri.Ic AT BASEIIENT LEVEL EXTT Z'
-INSTALL ||AOn ARE At{D LOAD ALL HII-IGES lN BASEIIIENT ARBA u
.COIIPLETE THE C'ARAGE CLEAT.I UP Z
- RETOVE ALL MATERiALS IN R.O.W.
-PUBLE WORKS APPROVAL REOUIRET-irAfrfAr.r REAR ElifS-rno* ens€u-gxr ueus eND u,oMEN's LocKER Rooilg .-'''''
-CoMPLETE PATN|TTNG OF AIL EXIT CORRTDORS AND lNsrALL ESCUECHON PLATES TO
ALL SPRINKLER HEADS ?
-REMOI/E ALL CCNS"TRUCTION MATERIALS FROM INSIDE EXITWAY9 >
-EAsr Exlr ENcLosuRE MqgIlnS teDtDRAlLS.REMovE ALL PLAsrc AI\,lDcoMPLerE
INUSE
i{OTE OF ENTRY Of.l
1A21tffit
THIS INSPECTION WAS PERFORMED AT 3:30 PM 12.22^OO
Item: 531 FIRE-TEMP. C/O
'zNIIff) hsOAChf: GRO ACUON: PAPARTIiALAPPRO/AL
Conrnenb: OKfor TCO lor new norfi anlrance only per Mik€ Vaughan p€r Mlke !kC'€9.
ltem: e32 PIw-TEMP. C:/O12l26lD lmrectot: LS Actlon: DN D€NIED
Conmenb: heAVE llOT RECIEVED BOhJD FOR SID€WALK Ai.lD PLYWOOO MUST BE REMOVEOFROT
RGHT OF WAY AREA GRAVEL iruST BE INSTALLED TO PREVENT AAJY IiATERAIL FROM
TRACXI},IG ONJTO STREET I'VHERE SIOEWALX IS DAIIAGED.
It m:
fiim:
nam:
nem:
Itcm:
533 PLAIITEMP.C/O
537 P!.AI$F|ML C/O
538 FIRE.FINAL CIO
539 Pl r.FlML C/O
5{0 BLDC'-Fha|C/O
REPT131 Run Id: 1068
vt
12-2*?Ogl hspectlon Requess ReportrnE.8:57-ern----- .---"----y*t--cti-Ta.ug[bL--: --Page i
R.quFsEd lfituect L'!!te, I huruday, Oec€m8er 10. i00{
|nsp€ctl'on^rea. GRG
$iie Aodrers: 352 E lSi:AIXlYf DR VA,L
35? E rilErqDCW DR. VAIL ATHLEI1C CLUB
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.s b fyoe: rcO l[r$€: $ l-HR
Phofi€: 97$47F1s87
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RET#OC€L TIG EXI*iTWC Vrul ATAENC. CLUB & SPA TIJILDiIIG
como!.nru RourED ro
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Requ.**drnsp€{nan{sr 16,',lOty",1t<- .l-: u? Mp; YD
tEm: s30 BLDG.TcInp.c,o hh/Pl()'rLu n..irei4'ffiffiAil
Roqwstor: SIiATVCONSTHIJCTONeOI|PAM' Fhonc: 9;$142-Ej3b
ArslgnodTo: CDAVIS EnhrerlBy: DFLORES l(
Acllonr --_-* fln6 E{p:
Bord,aB bea0 sr4{fllHl !n th3 arnounr ot & 60,000.00 dolbrs for 3trtrt improvenunts, approved by 6reg H.
afil Ger{ro R. - IS/TNDOVAI
Plarnlno irrnttlru ooftnnrm:e bond lo{ o{Gtorrdfoid hllD{ovem€nu. - GRIJTHEE
A pedofrr.rrca bi{U for th. roquired publk lmp'tald$ditt lrxxltl $hli o{th6 Etest E rd ho|rl drcp ofo hsr b€tr|
lgbHJ/ffi t?;tffi 'R16ffi tffI*rcrEvE'ANyREvrsEr,,pLA*ssr-nowhrcn{esrREEr
IUPRO,EIffiNTS THAT HAVE BEEN A'{ ISAUE- THE OAIIY CI{ArI{GE THAT HAS BEEN AI.LOWED IS
TIG REI'I(II At OFTHE ADOfilOl,lAL CROSS WALK ACROSS E. ttrEADOw DRIVE.
ALL OTHER ilPROVSIIENTSWERE gT|tt REAURED-
FU$.N WORI$ WLt NOT APPROVE zuILDII{3 PERTJ|ff UT.,LCSS GRE€ HALL IS I.JOTIFEO AI.ID HIS
APPROVAL |s GUEN. . I.6A'{DOT'AL
Itfln: 532 FW.TEHP. CrC
Rcqucdor: SfAW_qONSTRUCTDi.I got pAlly
^*,gffi, LSitrDCn/Al
R€quect d Tlme: 08:00 Ail
Phons: 97G242-92$
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Si$iiriinlng-ft"-romporery sarer oldi *' $t[t cornry ot outteltng, gr.d€ tewl {ilr tuh.rt wlil bi P.ttolr€fturmo.[Eo.cbr: GRG Actttn: PA PARTllt. llPPRgV t
Caetrg ftdt ng. 2m tloor orX corttdo..-E, €nd W. to grld line 5. Atss wdbd thol morlcr rhc€tlhg
b.ilro-rDolLd -on N. d.b ls alDrousd FRT ph^ilood. -
h*p.aor: GRG '' Ar{on: PApARTIALAPPfTOVAL
t nlt419 qtly lfoflrH UDlt?11i.Il$.cior: GRC Acllon: PA PARTIAI. APPRCilAt
t nit 516 oolv, rv[h q rd{ic$r: | | Aoplv tbme rlfttrdrnf he|f €nt to undrr|klo ot .xhiilto ptrreo{
rtrea0rkrE cimrac |n unn G prfi ol cdffitucdon, tnd 2) S'att ofl p€n€trailotrs ln Frly tdb -trr
1-p'rpprord ma'nner erd fill rtud caudat ln p6rty wslb yrrh bc0 hctxedm ptur b drltall ,
ritb€dof: GRG Ncfloh: PA PARTHL APPRCI'/AL
LHt rl23 Oily. dlo cJo€od ltect brsms rAraDIad rvul dn^.rs{ b 1-hout nr}mdsbnc€
hsDcctor: -COAVIS - ldo{r: PA PARTIAf APPROI/A!
FRIMIIIG FCR 2im LEVEL WEST CORRIDOR
CORRECTX'N CoTiFLETE PATCHI}IG OF ,IOINT AT WALUFL@R PATTI IN II,ANY AREAS
haD.CIOI: CDAVIS A&IION: PA PARTIIT AFPROVAL
3fiD LEVEL CORRIDOR FIIAMIT.IG ASID CEII.iIIG CRID
ALL F€hIETRATf,3ftS IIff,,$T EE PATCHED IN AI.I APFROVEO iNCNNER ,o,l*
ltrnr 50 B-Dc*srhlbnll/ot/gl htoeclo|: CDAVIS Acdon: pAP,IFTIALAFPflOI'AL
comffi{r: htstlttl|oN FoR s t-EsoFFtcE AREA
11/lSOt hspedor: GRG
nunenb: t nll4|9lb|mir 2
Acllon: PAPARTI LAPFROVAL
Co!t!r!!g!'!F: Unlt 4l I fb|mir 2 | 1| only. sund In$dafion gfrly_{?!]t!|!f lALgFIg untoilfie(fl.fr[fl€nts: Un[ 419 ffixmif Z | 1] onfy. $rfixt lrr3$rtron mry {ani|to,r lral etBfltlg
11,a1/t)1 ft8Dccrd: cd.rds A.ilcrr: P{PARTIAIAPPnOV'AL
ONLY
Nell : GRG '{c{o{: FA FARTIAL APPROVAI
€onl&{ c.ffbtg, S 0ne E{3t gntyffir: PAPART!{I,{PPR()VAIhooecbr: GRG - A{ildl: PAPARTIAL '\PPROVAL'SdLS dlcr' n rt b lr.rpoi'ry cofidn dioti ofllce, )otrs hvc C SE c.otrl.r of bonillng, ltlcjud'E f0
Ariirn: PAPARTI LAPPRO{,AL
ALSO Dm A I FTOUR COilSlnr ON rCO PltASttJohl0iclor; GRg Actlon: PAPAR
Inspocbr: - c{ffb
Aclio,n: PA PI^RTTAL APPROVAL
A*tio6: PAPARTI.L APPFO{,AL
bOo(rtrr.haD.cb.: COAVIS
lJlrftT 515 Ol.rLY
h$idor: GRg Ac{on: PAPARTIALAFPROVA!
Un[5tC ooly, $9d a[ $f, Type 'x'dr]ftail.fffil r^"*tALAPPRorAi"FrF€cbc GRG " Acffon:
Uil443 e w. cnd d Znd lloor cordtlor only.
*rc.l$cf 2 bytnr rsalt rdr lcn rrcomdats c.HnS €$afitbfycorfud b|{llbrt tc'r !|l|tl rirll tt lmo*c{lrs (trn9s 3't! Lsl corH.t
$d hd coilldor Yvdr -d celfim$
alst enq il.uro panhotr*a csilin'F anO ,mtto opprov€d f,am€ t(otB hts bc.n aPplbd to axlrltng
Dlrrriwod hrulCbn qko hEtdfcrflit hyEf corc losrd around nrcnr|gcrl ductnnt lor xlthcsfi Ifl m€ru.nlnc 16{ il oa oatl panthoqa.[]tt
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httn:
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0914,'01 LltF€cbr: GRG Aclion: PAPARnALAPFROVAL
Coildr.ntr: tha* br znd noor !lcb. rcrt'.ffi-g) ELDC,-FiD.I
53O ELDC-Totno. CJO '" ADDfovrd "1t/23O{ lmo.clo.: c{bvis.' Arilon: CONOAPmOVEEICOND'ITb|aS
comn nt3: FoR uAlN LomY AAD REST. Ot\|Ly
4ORRECTI)IIS
COT'IFI.ETE FhIAL STEAN A}ID UI.&CVER ON RENSTALL AtL SiilOI(E DETECTORS
ADD Sl(}N TO P.E9T Et\tTRASreE STATll.lG THE ISOR rO REtlAlN I"TNLoCKED HJRI}.I(}
AJS\I€SS }IOURS *
COI#LETE RATED ASSEIIBIY AT ZlAlD LE\IEL WEST EtlD COFRIDO|?
lnclcchs: CDAVIS Aclnn: Dtrl D€ltJED
2ND AllD 3RD LE\/EL C.ORRDORS AIJD Lff,STg tlOT READY AT Tl-lS TlllE-
ELECTRICAT FtIAL REAURED.FIXTREB t'tOT INSTALLEDJ BOXES 8€t{$'lD ITOI NIED
IROS I.IOT PROPERLY CO\GRSD ETC
|g A'.tr) R'BLIC YI'ORI(g APPROVAL REOUIREO
T MUST CCUPTY TO APFROTED PIII.IS FOR SOI$253, AAIY REUSTf,NS I'I'ST BE
I ff}PROVED PRIOR TO AI{Y FUNTHER COII9TRIJCTK)N.
IGED TO BE ADOEESSED TO TJST! Actbn: l{OlFTlFlED
12t't7/o1
Comme s:
REPT131
12i19'o'- ftepeclot:
Run Id; 1162
\
i2-Ttr?00f-_- -lrii,ffion RedGimeomns
.Q 4.e*eu. -.- . - yAtl-co :Tsy{il Or:_ --
Requtsted lnsp€ct Date. Sls( esdat, L.}eccr$tlsr 1{1, 3c,0 :
InsF€ction Ar aa: GG
Sita Addr€ss; 351 E blEADOsf ilR r'AiL
352 E frIEADOW BR, VAIL ATITLETIC CLUE
AIP'O Intsrmoden
ActivitV: P0r-0!?O Tye6' Bt-Lit4B Slrb T\€€ .!d:{)i,
Const lype' 0cctrj'ei.'sy' {J*.pireel: 2 101 i,8?&stJoo
otdtl*r: VAfL F,]'HLETIC CLUB & S;PA F!'iDr1€: :rI+476-1?E?
Apolhant. FAf.CCtr ptUMBS\iG & HEATiIIG P!lor']€: 970-4:44€5€
Contrnctor: FALc+fi PLLJMBIi'IG,& l.iEAllt'tc Phr*e: g?O-*i+Ss$d
D.6crlptcn. I'.€MC'FOIJNDAnONAT NE.S€ & EAST EllE. TIJTERiOF AliO EXTf,RTJR r"/OFk
Cornmrnt: 1 O'i A'i&01 : ROLITEU TO GARY FCR FEVrE.rffrAr,pROVAt - LCAMP6f LL
Ststus: ISSUED
lnrp Ars5' 6q3
*'ril
Eesgersd.CItEtlsl{cl \ -<),--' fr(
R*,*$si ?Xil"HFfrlffi ,,* -f,ff;it l#.rn* -
Cornmenls: ADAtnrft4&fr456 f|f\Arsloneri To. COAVIS'Acrlon Tirtt lrp
lleoseotsd f lme: U8:d0 Alg
Ph$D€ j j';O-4-"n4-t$66
Eni€red Sr: trFLoRE$ X,
{sm: ?5O
ttem: ?60 PLM&MEC. * ApfrroJ€d *
10.t1 o1 tr$Fsctcr: ski/b Actiorr. c0lJDAPFRoldEDicc[JDtTlol{s'
Cornnenis Sno*mafr mrtrr$ bGtacl at 100f dtrisst
l1ro FUFTI|EF i4ECF.Ai,IC*L rrrtspE(iTrgt{SALLOWEC}e UilDEA A PLUMB|]iG FERhilT
UUttf 34J,,,., ft{t
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liEm: 24O
tbm: 29O PLld&Frnct
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210
220
PLhdg-Unolqround
Pl.hl8-Fouoh-t'.W.V.F{.niftl-Ftf)uonrtr!.w.v.
11.'Ot,0f in*Dacro''i CDAVIS jrcllon. pA PAFITIAI AF,ptqOV,ct_
ComfilBnis; unfl 311 ond 311 lBt sidcN{
FLMBEunohWatetl1t0li0f lrwpoctrx: CDAVIS .- -.-- Frtion. pAFATiTIALAFpROVAL
Colnmerrb; {Cff slrbtt untt5 211 andtl t .iPLHB.GasFiplno \<-
11r01,(t1 inrisEtor: cdevt$ Artton: AFCRAPPROVEgiCCIRRECTTONRESO
Cofnf snts: Ail gos pFfng tB$t€drt 60# qtrt€sl '
-PrD\rld€ scc*s 6l rl! vNhrc ess€rnutes kr corndor$ rn(i rinlir lrtpr$ltfiFrc stubbed for frr]Jr. ua.Hch att Dcnehfit ('ls thru tkrorc8ilins rit€mbiF$ Gr'd wallE
Reculatoi not in$tstimi at ttic Ume Ttts mr:rl tr,a f*p'trd 1(} b is{tng €yler;nr l> ^t f-Rthsp€clbn required for abd.re femt
PL MFPrnul,fot Tub
',.
Ri:rr Idi 1143REPT].31
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: MO1{,226
[sSu]-L
Job Address: 352 E MEADOW DR VAIL
Location.....: vail mtn lodge phase 3
Parcel No...: 210108255000
Project No :
Status. . .: APPR€IVED-
Applied..: 17/05/2W\
Issued. .: t' lq lOt
Expires . .: t
Phone: 97O-476-a987OVJNER VAII-, ATIIL,ETIC CLIB
285 BRIDGE ST
vAfL, CO
81557
I-,icense:
& sPA rL/05/20o1
CONTRACTOR ENCOMPASS MECIIAI'IICAL SERVICEI1/05 /20OL Phone :
5541 CENTRAI-, AVENTIE
BOI]I,DER, CO
80301
License: 147-M
AppIfICAtfT ETiICoMPASS MECHAI{ICAl, SERVICE1l/05/20oL Phoner
5541 CENTRAI, AVBiIUE
BOIII,DER, CO
I03 01-
I-,icense: L47-M
970-949-L747
970-949-L747
Desciption: Remodel of club & spa, sheet metal only.
Valuation: $100,000.m
Fir€place Information: R6tricted: Y # ofGas Appliances: O # of Gas Logs: 0 # of
wood Pelles *1'*- FEE
^siJMM
Mechanicat_>g2,o0o.ooRestuarantPlanReview_>so.ooTotalCalculatedFees-->92,503'00
Plan Check--> gsoo'oo DRB Fee-------------> $o'oo Additional Fees------> 90'00
Inv6tigation-> 90 . OO TOTAL FEES------> s2, 503 . OO Total Pemrit Fee'---> 52
',
503 ' 00
Will Call--> 93 . oo Pa1'rnents-------> S2 ' 503 ' o0
s0.00
ItsCM: O51OO BUII;DING DEPARTMH{T
11/09/2001 cRG Action: AP see 801-0253 for approved engineer-stamped
Item: 05600 FIRE DEPARTMEMI
CONDITION OF APPROVAL
Cond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE'
Condt 22
(BLDG.): COMBUSTION ^A,IR IS REQUIRED PER SEC. 701 oF TIIE 1997 IJMC' OR SECTION
?01 OF THE 1997 IMC.
Cond: 23
(BLDG.) : INSTALLATION MUST
10 OF TIIE 1997 IJMC, CMPTER
BALANCE DUE--->
CONFORM TO MANUFACTT'RES INSTRUCTIONS AND TO CIIAPTER
l-0 0F THE 1997 rMc.
Cond: 25
(BIrDG.): GAS Appr-,rAl{cEs sHAr-,L BE VEtrVrED ACCORDTNG TO CHApTER I Ar'rD SHAI-'L
TERMINATE AS SPECIFIED IN SEC.806 OF THE 199? I,MC, OR CHAPTER I OF TIIE 1997 IMC'
Cond: 29
(BLDCI.): ACCESS TO HEATIIIG EQUIPME{T lltsT coMPLY WITH CHAPTER 3 AI'ID sEc.]-017 oF
TIIE 1997 T'MC AT{D CHAPTER 3 OF TIIE 1997 IMC.
Cond: 31
(BL,DG.): BOILERS SHALL BE MOUNIED ON FL,OORS OF NONCOIIBUSTIBLE CONST. IINLESS
LISTED FOR MOUNTING ON COMBUSTIBI-'E FLOORING'
Cond: 32
(BL,DGI.): PERMIT.PL,,ANS AI.ID CODE ANALYSIS MUST BE POSTED IN MEC]IANICAL ROOM PRIOR
TO AI{ INSPECTION REQI'EST.
Cond: 30
(BLDGi. ) : DRjAINAGE OF MECIIAI{ICAL
BOII-,ERS SHALL BE EQUIPPED WITH A
sEcrroN 1004.6 0F TI{E 1997 rMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate
plot plaru and state ihat all the information ai 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 thisitructure according to the towns zoning and
subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
ROOMS CONTAINING HEATING OR HOT-WATER ST'PPLY
FI-,OOR DRAIN PER SEC. IO22 OF THE 1997 UMC' OR
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS tN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
R FOR HIMSELF AND OWNE
'ttt:f 't tltt:t** * ** +{' '}**tt*{!* l* 'lt't't*l't*****'t'*{t*l*t 'i *i+'} * * *t*:t***'t+!t*'}*t:tlt't**'t***{'* **t'l'}***'t'}*l **'}
TOWN OF VAIL, COLORADO tatement
t***'t * t**'t*l*** **t*';r**'t* *t ** ***'t'lt***{' !t!t**l'* * * * {' *** * *'}***+* **'t***t'**** ****** * * * ***{'*********
statemen! Number: R0oo0o1?20 Arnount: $2,5O3.00 LL/09/2OOa1-2:26 PM
Palment. MeEhod: Check Init: Lc
Notation: *108342/Enconpase llechanical-
Permit No: MO1-0226 T14>e: MECHANICAL PERMIT
Parcel No: 210108255 00o
Site Address: 352 E Ii{EADOW DR \rAIIJ
Lrocation: vail mtn lodge Phase 3
Total Feee: $2, 503 ' 00
Thie Payment: $2,503.00 Total Ar'Lr Pmte: $2'503'00
Balance: $0.00
* *******'t {r lf'},1**i!t**f*** *l{t***tt'},} 'i +*{t*'l * t*:t'}*'t*****'l *'t tt *'** *:}* * * *d"f * * **:t:*'* ** ****{"}'f+**'+***'}*
ACCOI.JNT ITEMLIST:
Account Code Description Current Pmts
MP OO1OOOO31113O() MECHANICAL PERI4IT FEES 2'OOO.()()
PF 00100003i12300 PLAN CHECK FEES 500'00
t,,lC 00100003112800 I^JILL CALL INSPECTION FEE 3'00
SHAUU@
Town of Vail,
Please transfer all applicable permits to foom #313 Vail Mountain Lodge to Schaeffer
Construction fo; rernodel use. This appties only to this room and Schaeffer Construction
'I
rn #ytv //'#{rhW
Shaw Construction LLC.
760 Horizon Drive . Grond Jundion, (0 81506
For9/0-211-5618 . www.showonsl.com
Phone 970-242-9135
--../ =6trl-'J
r,
a..za CJ.
&*"
O!{NER,
APPLIET]E SHAW CONSTRUCTIOI{ CO}!PAN':T
750 HORIZON DR
GR,AND iII'NqTION CO
815 06
License:
CONTRACTOR SIIAW CONSTRUCT]ON COMPA}IY
760 HORIZON DR
GRAND .]UNCT]ON CO
815 06
License: 108 -A
Valuation: 3,700,000.00
Fir€phce Inforn8tim: Restrict€d: # ofGas Appliances:
r r r i t * *r r t * * t t l*****at***:|:|:|ttaatttaa'lalal**:la,t*,laataaaaaaaa l l it *****
Desciption:
REMbDEL THE E>ilSTING VAIL ATHLETIC CLUB & SPA BUILDING
Occupancy: Rl/A3/S3
Type Construction: II l-HR Type II l-Hour
Type Occupancy: ??
DEPARTMENT OF COMMT]NITY DEVELOPMENT
ISSUED
08123/200r
t010412001
04/0212002
08/23/2oOL Phone: 910-242-9236
08/23/200L Phone:
Add Sq Ft: 0
0 # ofGas l,ogs: 0 # of Wood Pellet: 0
FEE SLMMARY ,rrtt**r*r*t,t**i*t,*r***,r*r*1**trrt.ttr*'rrt'rrrt**'r'r*t****rr"'
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
Job Address:
Location.......:
Parcel No....:
Building->
Plan Check->
S12 , 44 o . o o R€stuarant Plan Review->
58 , os6 . oo DRB Fee-->
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT COMM BUILD PERMT
352 E MEADOWDRVAIL
352 E MEADOW D& VAIL ATHLETIC CLUB
210108255000
Permit #: B0l-0253
projectNo ,?fLtm- Dl>V
VAIL ATHLETIC CLI,B & SPA OB/23/2OOL Phone: 910-476-L987
285 BRTDGE ST
VAII-,, CO
816 57
Lricense:
lnvestigation-> So.oo Recreation Fes--->
9o. o0
s500 . oo
90.00
90 .00
Total Calculaled Fees-->
Additional Fees---->
Total Permit Fec----->
Pa)'ments--_._---->
s21,029.Oo
98,086.0o)
912,943.00
912,943.00will calt->$3.00 Cl€an-uPDePGit->
ToTAL FEES-> 921,02e.00 BALAIICE DUE "--> S0'00
|'t|||||||||t|t|..t''.'l**|*'*||''|''|lt|.|tt......tt'|'t.|*******l***.**'
Approvals:If6m: O51OO BUII.,DING DEPARTMEIIf
!o/02/2ooL GF{G Action: AP Per Russ, check
receiwed tso guarantee extserior inE)rovementsa and OK to
iesue per George .
Item: 05400 PLAI.INING DEPARTMENf
LO/04/200L George Actions AP
IteM: 05600 FIRE DEPARTMB T
PAGE 2
*****:t*+ *,tri*{r*!*** ****** + +*{r * * ** * ***** *,***+'*:**** * *'}*+* {' * **** * * * ++* * * * ***** * ** * * * ** * * 'i +* * **** ** ** *'*** * ****
CONDITIONS OF APPROVAL
Permit #: B0l-0253 as of 10-04-2001 Status: ISSUED
* * t * *,tt:t* * | t**:t* {, * ** *:i !i * * ** * + * * * * * * * * *'t* +t't** + ** *** * * * *** + * * *** * * * * * * * * r! * * * * * * * * * * 'i * * * * * + 't:* *** * *** * tt 'f,* +*
Permit Type: ADD/ALT COMM BUILD PERMT Applied: 0812312001
Applicant: SHAWCONSTRUCTION COMPANY Issued: l0lo4l2ool
970'242-9236 ToExpire: 04102/2002
Job Address: 352 E MEADOW DR VAIL
Location: 352 E MEADOW DR, VAIL ATHLETIC CLUB
ParcelNo: 210108255000
Description:
REMbDEL THE EXISTING VAIL ATHLETIC CLUB & SPA BUILDING
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQT,IRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
telpC.l, FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLI-ANCE.
Cond: 14
<etDG.), ALL PENETMTIoNS IN wALLS,cEILINGS'AND FLooRS To
ile seRlso wITH AN APPRoVED FIRE MATERIAL'
Cond: l8
lelOC.l: HANDRAILS ARE REQI-IRED TO MEET SEC'1003'3 3 6 OF
THE 1997 TJBC.
Cond: 19
<sL'C.I. GUARDRAILS ARE REQTNRED TO MEET SEC.5O9' I OF THE
1997 UBc.
Cond:CON0005005
This is a Type II l-Hour building and most materials used
must be NONCOMBUSTIBLE in accordance with Sections 603,
601.5 and Table 6-.4.
t0/04/200t Mccee
to final insPection
rt,em: 05500 PIrBr-,rc woRKs
09/L8/2OOt LS
HALIJ' S APPROVAIJ, ON
CHANGED FROM ORGINAL
09/2O/2O0a LS
Action: AP APProval subj ect
and compliance wit,h current code.
ACTiON: DN AWAITING FOR GREG
STREET IMPROVEMBiITS. PI,ANS HAVE
PI-'AN.
Action: DN DEVEI,OPER
IMPROVEMENTS AGREEIT{B{T
PI]BLICIMPRoVEMENTSNEBDToBEPARToFTIIESI]BMITTAL.ALL
IMPRoVEMENTSMUSTBESHowNoNSITEPIJANoNTHISPHASEoF
WORK. OIVLY ADDITIONAI, BRICK PAVERS ON E. MEJADOW DR.
AIJIJOWED TO BE REMOVED FROM SITE PLAII'
PROVIDE REVISED SITE PI,AN'
Lo/04/2OOa LS Action: AP APPROVED AFTER
MEETINGWITHSHAWCONSTRUCTION,RONBRYNE,JAYPETERSON,
GREG H., AND COM DEV STAFF.
rralaaaa:raallllaltlaaa'tl***rrrrttiltt
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I here\ acknowledge that I have read this application, frlled out in firll the information required" completed an accurate plot plaq and
state that all the information as required is c'onect. 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 G towns zoning and subdrvision codes. desigl review approvd
Uniform Building Code and other ordinances of the Town applicable thereto'
REQLESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM'
Scnd Ctean-up Deporlt To: N/A
TURE OF O CTOR FOR HIMSELF AND OWNE
Building Permit #:
970-479-2149 (Ins
\., NWNMy "
i $ tt S. Frontage Rd. ,V- Vail, Colorado 81657
Separate Permits are required for electrical, plumbing,
CONTRACTOR INFORMATION\
a
\.\
N
\
General Contractor:
Shaw Conef rrrr-t i rln - T,T,C
Town of Vail Reo. No,:
l(\'/';a
Contact and Phone #'s:
Da rr 'l ffnnrzar All-AA'lW
/-/
OMPLETE VALUATI ONS FOR BUILD PERMIT & MaterialsING
BUILDING:$ . ,nn nn",ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $TOTAL: $
For Parcel # Contad Assessorc Office at 970-328-864O or visit
01-082-55-000not be accepted without parcel number)
lob Address: 352 E Meadow Dr. , vailJob Name:Vail- Mountain Lodqe
Address:P.O. Box 2711'iiis Partner
Detailed description of work:
RemodeL the existinq Vail Athletic CIub & Soa Buildin
WorkClass: New() Addition( ) Remodel(x) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: Yes (- ) No ( )Work Type: Interior ( ) Exterior ( ) Both (* )
of Bldg.: Single-family ( ) Twofamily ( ) MultFfamily ( ) Commercial k) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
of Fireolaces Existinq: Gas Aooliances ( ) Gas
let ( ) Wood Burninq (NOT ALLOWED
Does a Fire Sprinkler System Exist: Yes ( ) No (Does a Fire Alarm Exist: Yes (; ) No ( )
**************************************FOR OFFICE USE ONLY*****'r******'!********j-*
of Construction:
F:/everyoneforms/bldgperm
o Condominium Association letter of approval attached if project is a Multi-Family coniplex. O--... -td
e-{omplete site plan submitted
e-lPublic Way Permit application included if applicable (refer to Public Works checklist)
e-€taging plan included (refer to Public Works checklist) No dumoster,oarkinq or material storaqe
allowed on roadwavs and shoulders without written aporoval
ts-Asbestos test and results submitted if demolition is occurring
a.---Arch itect stamp and signature (All Commercial and Multi family)
e-full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
HVindow and door schedule
s-full structural plans, including design criteria (ie,loads)
e-Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
E Soils Report must be submitted prior to footing inspection N I fr
q-TVe resistive assemblies specified and penetrations indicated
e-lsmoke detectors shown on Dtans
T-f-ypes and quantity of fireplaces shown.
Applicant's Signaturel
Date of submittal:
ruh'I,m
Depaftment of Com munity Development
Project Name:
Project Address:
/ This Checklist must be omoleted beforc a Buildina Permit apolication is
arcpted.
uzAll pages of application is complete
trHas DRB approval obtained (if required) Provide a copy of approval form. Q.,,.-
Questions? Callthe Building Team at 479-2325
F:/everyone/forms/bldperm2
Received By:
\
HOW DID WE RATE WITH YOU?
Town of VailSuruey
Gommunity Dwelopment Departnent Russell Fomst Directoc
(9701179-213s
Check all that applies.
1. Which Departnent(s) did you contact?
Building}:.Environmenbt >( Housing )( Admin >L
Planning ,\ DRB ,X PEC
2. Was your inilial contacl with our stiaff immediate;! slow
no one available ?
3. lf you were require! to wail how long was it bgfore you were
rrdpear \j,&,^.. t.4 rl:-+r4--
4. Was your project reqiewed on a timely basis? Yes / No
lf no, why no?
Was this yourfirsttime fle a DRB app_ PEC app
Bldg Permit N/A
9. Any cornments pu have which wor[d allow us to betetr qerve you
nexttime?
Thank you fur taking the lime to complete this survey. We are
commitbd b improving our seMce.
7. Overall efiectiveness of fre Front Service Counter.@ 4 f 2 1
L What is the besfrlime of day for 1ou to use fie Front Service
Counter? (lrr.r. -tiJJ
llease rae $e performance qf fie stafipenon who assisbd you:(ft 3z INamq Ott=.tlr.,'sko/I
(knowledge; responsiveness, availability)
WHEN A *PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUEfiONS REGARDING THE NEED FOR A
"PUBLIC WAY PERMIT":
tr Is this a new residence?
o Does demolition work being
public property?
Is any utility work needed? YES
Is the driveway being repaved?
YES NOX
performed ,require the use of the Right-of-Way, easements or
YES X NO-
NOY--
YES NO:l-
q
o
o
o
Is a different access needed to the site other than the existing driveway? YES
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_
If answer is NO, is a parking, staging or fencing plan required by Public Works?YES NO
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
Worksat 47s-zls8. }q. .-+<j,"-
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
lob or Project Name:
Date Signed:
F:/everyone/forms/bldperm4
NOX
Is any drainage work^bping done that affects the Right-of-Way, easements, or public propefi?
YES NO X.
Company Name
PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
If yes was answered to any of the questions then a "Public Way" permit is required. You
can pick up an application at either Community Development, located at 75 South Frontage
Road or Public Works, located at 1309 Elkhorn Drive.
utilities prior to signing application. Some utility companies require up to 48 hours notice to
schedule a locate.
i A construction traffic control/staging 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, etc.). This
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.
ts Sketch 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.
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 pefform.
> The Public Work's 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.
i 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".
ts NOTE: The above process is for work in a public way ONLY. Public Way
Permits are valid only until November lsth. A new Public Way Permit is required
each year if work is not complete. Re-application each November 15th does not
mean an automatic renewal.
I have read and underctand the above.
f /11 l n l
Date Signed
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Depaftment Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment review, and a review
by the Building Depaftment, 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
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite 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.
Asreed to by: lfFY F . (R+* R-rcN
Print name
o"te, //171t)
F:everyone/forms/bldperm3
APPLICATION
FOR TOWN OF VAIL
PUBLIC WAY PERMIT 1e- Btds.Permit#'E I I,I
PW*:TT-NITT
Parcerr:I I I I'f -nI-fInTlI
T
1.Job Nams Strgel Addr€Bs nnn-Tl (lfunknowncall
LJ LJ tJ I | 47$ZlgB ext.o)
Ercavating Conlractor Namg Maillng Addr€sg TOV Contractor's Licanse Numb€r REOUIRED
()
Phone fzipCity
3.
4.
Start Dat6
Work is for (circte one) Water
Cornpletion Date
Sewer Gas Electric
(P€rmit Expiralion Dat€)
Telephone CAW Landscaping Temp.SiteAccess
Other
5.
6.
Trench-width
(min,4')
Bond Amount $
ALL MATERIAL, EQUIPMENT, AND TRAFFIC
JOB IS STARTED.
Rubber out-riggers are required on
Asphalt surfaces undemeath the
A signature below indicates a
signatures are obtained, permittee
necessary Town of Vail signatures.
Total Permit Fee $
BE ON THE JOBSITE BEFORE THE
working on asphalt.
at all times.
utility locations and approvals. Once all utility company
application through the Public Works office to obtain the
up to one week to process.
Depth
ToralsF $
Total LF $
Permil Fee
7.
8.
Public Service Naiural Gas Group (1-800-922-1987')
Public Service Company (1
U.S. West (1 -800-922-1 987)
9.
10,
11.
12.
TCI Cablevision of the Rockies (1-800-922-1987)
Eagle River Water & Sanitation District (970-476-7480, exl 114)
Holy Cross Electric Company (1-800.922'1987)
Town of Vail Electricians (970-479-2158)
Town of Vail lrrigation (970-479-2158)
Town of Vail Public works construction Inspector (970'479'2198)
THERE WILL BE NO TOTAL STREET CLOSURESI A construclion trafiic control plan must be approved by the
Public Works Department prior to issuance ol the permit. ?
All excavation must be done by hand within 18" of utilities - (Senate Bill 172).
Pormitta€ must contact Publlc Wofks Department at 479-2198 24 hours prior to commencino ol work. Failure to notify
the Town will result in forleiture of bond money. Scheduled inspections which are not ready may result in the Town
chargiig the contractor a reinspection fee.
t certify that I have read all chapters ot Title I - Public Ways and Properiy, of the Vail Municipal Code and all utility
company agreements, signed by me, and will abide by the same, and that all utilities have been notified as required.
ATTACH PLAN OF WORK, INCLUDING CONSTRUCTION TFAFFIC CONTROL PLAN
Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT.
Whit6 - Public Works
Yellow - Contractor
DRAINAGE AND CULVERT INSPECTI.ONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Depaftment has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culvefts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2L98 to request an inspection from
the Public Works Depaftment. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftiflcate of Occuoancy issuance.
Agreed to by:
Project Name:
Date Signed:
F:/everyone/forms/bldpermS
MVNOF
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dift, snow, ice, or any
other debris or material upon any street, sidewal( alley or public place, or any portion thereof,
o Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dift, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
tr Summons and Penalty: As an alternaUve to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such pe6on shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B.
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 6 (1979).
CODES 7-34.I AND 7.34.3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
D No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1958) 5 1)
a Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge, (Ord. 2(1968) 5 3: Ord. 28(1981) S 1)
I have read and will comply with the above code provisions:
Position or Relationship to Project:
Dalesigned: <) / mI- --------\ift*
F :/ev€ryone/forms/bldp€rn 7
t,
PLAN REVIEW COMMENTS & GORRECTIONS, VAIL MOUNTAIN LODGE
(FORMER VAIL ATHLETIG CLUB), PERMIT #BO{-O253, PHASE lll, 352
W. MEADOW DRIVE.
l. Reference Documents. Please refer to plan review report by C-West Code Consultants, Inc.
dated2/14/01, and Davis Partnership Architects response dated7l2Ol0l. All commitments
made in the response to the C-West plan review report are considered to be conditions of
approval for Permit #B01-0253. Note that subsequent phases of the Vail Mountain Lodge
project are also subject to the code requirements contained in the C-West Code Consultants,
Inc. report and the requirements listed below.
2. Interpretations. Due to the facts that this is an existing building and this project has had
various previous Town of Vail Design Review Board @RB) and Planning and
Environmental Commission @EC) approvals which require a specific exterior appearance
and the use ofwood on the exterior, that the building has been the subject ofa life safety
analysis and fire protection engineering report by High Country Engineering, and for various
other reasons, the following code interpretations have been made:
a. Type II l-Ilour Construction. The building will be considered as having two levels of
basements and four stories, permitting the building to be classified as Type II l-Hour
construction. Much of the existing building meets the requirements for the next higher
tlpe of construction, Tlpe II-F.R. Notable exceptions are that regular plywood roof
sheathing is in place over much of the roof and most of the floor-ceiling assemblies
cannot technically meet the Tlpe II-F.R. requirements for a 2-hour fire-resistive
assembly primarily due to the webs of the existing steel open web floor joists being too
light in gauge to achieve a 2-hour rating. For practical purposes regarding emergency
access, the fact that a portion ofone side ofthe upper basement exceeds the height above
grade of the UBC definitions for basements and stories has little, if any, effect, on
emergency access. See also the High Country Engineering fire protection engineering
report dated 10/512000 and the previous life safety issues analysis by High Country
Engineering.
b. Exterior Wood. A limited amount of certain tlpes of wood will be permitted to be used
on the exterior, as detailed below.
3. Use of Wood on the Exterior:
a. Siding. All wood siding used on the building, regardless of its location and height above
grade, is to be factory fire-retardant-treated wood meeting the LIBC definition and
standard for "Fire-Retardant-Treated Wood" found under Section 207.1997 UBC.
Siding is to otherwise ".. .be placed either directly against noncombustible surfaces or
furred out from such surfaces not to exceed l- 5/8" with all concealed spaces fire blocked
as provided in Section 708." One way that this requirement can be met is to apply fire-
resistive exterior gypsum sheathing underneath the siding.
b. Trim. All trim, including fascia boards, is to be at least "2 X" nominal in dimension.
c. Ornamentation. Larger wooden omamentation, i.e., corbels, "brackets," etc. are to be at
least "4 X" nominal material and larger.
d. Soffits. Any wooden horizontal soffits are to be backed by noncombustible materials or
solid "2 X" wood blocking covered by 5/8" exterior fire-resistive gypsum sheathing with
any wooden soffit materials to be either approved, factory fire-retardant-treated wood OR
teated with an approved, exterior flame retardant treafrnent to achieve a Class "A" (UBC
Class I) flame spread rating.
e. Eaves. All exterior walls are to be built "tight to the deck" to attempt to prevent the
spread of an exterior fire into the eaves and roof structure. The underside of any existing
plywood roof sheathing that is exposed during construction will be treated with an
approved interior flame retardant treatment to obtain a Class "A" (UBC Class I) flame
spread rating. Approved insulation materials will be blown into joist spaces to serve as
fire blocking within the joist cavities of the roof assembly. In accordance with Section
707.3,1997 UBC, kraft paper backing is not permitted to be used in Type II buildings.
Any vapor retarders used must meet the flame spread and smoke developed rating
requirements of Section 707.
f. Guardrails. The proposed rough-sawn-cedar-covered balcony guard rails are EITIIER
to be constructed of approved factory fire-retardant-treated wood OR treated with an
exterior flame retardant featment to achieve a Class "A" (UBC Class I) flame spread
rating. The flame retardant treafinent is also to be protected from ultra-violet degradation
by an approved finish treatment. The applicant is to follow up by submitting a proposal
for the fieatnent of the guard rail materials to the building official for review and
approval.
g. Shutters. The proposed window shutters are subject to the same requirements as item
"f immediately above.
4. Miscellaneous. Any and all new wood installed as sheathing, backing, blocking, sleepers,
etc., within assemblies must be approved fire-retardant-treated wood. See Section 603.1,
1997 UBC.
Chief Building Official
GRG:grg
GatyR. Goodell,
August 13,2fi)l
Mr. Gary Goodell
Town of Vail Building Department
75 S. Frontage Road
Vail, Co. 81657
Re: Phase Itr - V Code Review Comments
Vail Mountain Lodge Expansion and Renovation
Dear Gary:
Attached are responses for Architectural, Structural, Mechanical and Electrical to plan
review comments dated May 14,zC0l on Full Phase Itr - V Permit Documents for Vail
Mountain Lodge, Expansion and Renovation. Please see the Phase III Permit Documents
Dated August 1, 2001 for reduced Phase III scope. Items which are no longer included as
part of Phase III work, will be resolved in future phases.
ARCHITECTURAI
I, la and lb We are approved to consider the building as a four story building with the
two Health Club lrvels defined as Basements. The grade exceeds 12'{"
along the south face only above the spa area. This area represents only 28
percent of the total building perimeter. Fires witl not be fought from in spa
area, therefore, the Upper Level Health Club on Sheet A3-2, should be
considered a basement level. Please see attached letter from Glenn
Hoynoski, P.E. dated October 5,2000.
On Sheet L24, the wetlands and the park area to the south is deeded Town
of Vail land and is dedicated open space
On Sheet L2-0, The separation measured to centerline of road on the North
side is 25 feet and on the East side is 3l feet. To the south, the public land is
greater than 60 feet.
On Sheet A3-2, property lines are correct as shown. The Existing parking
garage does extend beyond the property line.
On Sheets A3-3 through A3-6, the renovated areas are provided with
operable windows or doors which meet the egress requirements for Escape
or Rescue windows in sleep rooms. The windows are accessible, by the fire
department, from the garage roof.
N/A Sheets A3-l through A3-7 have been revised and resubmitted to
clarify scope of work for Phase III renovations, dated 08/01/01.
Denver Office: 2301 Bloke Street ' Suite 100 Denver Colorodo 80205-2108 303.861.8555 Fox 303.861 3027
Voil Oflicel 0l3TMoinStreer'UniiC]06 PO.Box2Tll Edwords Colorodo 81632 970.926.8960 Fox 970.926.8961
GlRy M.
ADAI,lS
-10I6
ffi=t*
Dovis Porlnership PC., Archilects
Mr. Gary Goodell
August 13,2001
Page2
l0
1l
t2
l3
l4
Sheet A5-1. Re-grading and window replacement are part of future phases.
Existing windows less than 18" above grade, on the south fagade, will be
replaced with tempered safety glass.
Sheet S4.0. Architect will provide detail for weather proof seal at steel
bearing assembly on top of existing concrete foundation wall to prevent
moisture penetration.
Sheets A5-l and A7-10 have been revised per new phase three scope. Any
walls with in 40 feet of the property line will be One-hour N/C per tables 5,A.
and 6,4, of the UBC. Exterior finishes attached to the walls as defined in
Phase III revisions are to be non+ombustible siding. Please refer to Phase
III Permit Drawings.
Siding above 35" on the North Elevation is non-combustible siding.
N/A Sheet LI.0. Ramp is not to be completed as part of Phase III work. It
will be completed as part of future phases.
N/A Sheets A3-l and .46-4. Work is not to be completed as part of Phase
IIL The area is to remain unfinished space for Phase Itr.
N/A On Sheet A3-2 and 46-5. Work is not to be completed as part of Phase
III. The Restaurant area will remain as unfinished space for Phase ltr.
N/A Sheet A3-3. Work is not to be completed as part of Phase III work.
Restaurant Construction, Stair 208 and Door 308C are part of future phases.
The exiting through Stair 028 is no longer required.
Sheet A6-5. The folding doors are not the main exit. Exiting is tb'rough door
200A which is 3?' minimum clear wide and exits to grade. The Folding
doors 200D - 200E open to balconies approximately 4 feet above grade.
The restaurant space has been removed from Phase III scope. It will be left
as unfinished space.
The doors are part of the existing exit vestibule. The work is not to be
completed as part of Phase III. The renovation to these doors will be part of
phase Four.
N/A Sheet A3-2. Work is not to be completed as part of Phase III work.
Dishwashing Area will be resolved in future phases.
Division 08000. Door. Frame and Hardware Schedules, Division 09000,
Finish Schedule, Division 10520, Fire Protection Specialties, Division 15
Fire Suppression and Division 16 Fire Detection were issued separately.
N/A Project Manual, Division 08960, will be revised to specify glazing
material if sloped glazing is used in future phases. Phase III scope does not
include sloped glazing.
15
l6
l7
l8
l9
Mr. Gary Goodell
August 13,2001
Page 3
20 Sheet A1-l and Specifications will be coordinated in regards to safety
glazing at doors and windows subject to human impact.
2l Specification Section 06105: Wood sheathing and wood subflooring is not
being used.
22 Specification section 06100 Equipment bases and support curbs will not be
made of wood.
23 Specification Section 14420 referc to wheelchair lift located on A3-3 in
Entry, Rm. 334. The lift was completed in prior phases.
STRUCTI]RAL:
24 The rooftop deck between grids 3 and 4, F and D is the only deck in the
remaining in the scope which is exposed to snow loads' The following
calculations indicate that this framing has been reviewed for 155 psf snow
load including drift.
25 The general notes indicate 100 psf for roof slopes less than or equal to 3: 12
and 80 psf for slopes greater th an 3:12. Neither slope reduction nor live
load reduction was used, as the Town of Vail requires 80 psf as the base
snow load with a separate requirernent of 100 psf for roof slopes less than or
equal to 3:12.
MECHANICAL:
26 N/A Work is not to be completed as part of Phase III work.
27 N/A Work is not to be completed as part of Phase trI work.
28 A reduced pressure type backflow preventer will be provided to replace the
double check type bacldlow preventer. This item witl be addressed in Phase
III Construction Documents.
29 N/A Work is not to be completed as part of Phase III work.
30 The gravity drainage portion of the discharge piping from pump P-l will be
changed to a 4" storm pipe. This item will be addressed in Phase III
Construction Documents.
3l Sump pump P-l serves as the building ground water dewatering system and
is not connected to the sanitary sewer system. Therefore, per Chapter I I of
the UPC, a vent pipe shall not be required. This item will be addressed in
Phase Itr Construction Documents.
32 N/A Work is not to be completed as part of Phase III work.
4l
42
Mr. Gary Goodell
August 13,2001
Page 4
JJ
34
35
36
3I
38
39
40
47
48
49
50
5l
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be conpleted as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Clothes dryer exhaust ducts that exceed 14' will be provided with booster
fans. This item will be addressed in Phase III Construction Docurnents.
N/A Work is not to be completed as part of Phase III work.
The make-up air for the guest room toilet exhaust will be provided by
undercutting the bathroom doors. The guest room ventilation is provided by
operable windows and doors. This item will be addressed in Phase III
Construction Documents.
N/A Work is not to be completed as part of Phase III work.
Combustion air will be provided by Shaw Construction per manufactures
requirements.
N/A Work is not to be completed as part of Phase III work.
Existing solid fuel fireplace chimney vent dampers and chimney
construction shall be permanently opened and inspected by Shaw
Construction.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
It is noted on Sheet M4.3 to remove previously abandoned ductwork that is
located above electrical equipment. Therefore, no abandoned ductwork will
remain above electrical equipment. This item will be addressed in Phase III
Construction Documents.
43
44
45
46
Mr. Gary Goodell
August 13,2001
Page 5
52 A duct detector for unit shut down will be provided for relocated MUA-3.
This item will be addressed in Phase III Construction Documents,
53 Make-up air to EF4, located in the elevator equipment room, will be
provided with fire smoke damper. This item will be addressed in Phase III
Construction Documents.
54 Architectural Drawings will be revised to show Elevator Equipment room
210 meeting 2 hour rating.
55 N/A Work is not to be completed as part of Phase III work.
56 A fire smoke damper will be provided at the M" x 48" supply air duct outlet
from the fire rated shaft. This item will be addressed in Phase III
Construction Documents.
57 N/A Work is not to be completed as part of Phase III work.
58 All valving associated with PIIMP P-l is accessible via a removable top of
the approximate 4'{" diameter dewatering pit. This item will be addressed
in Phase III Construction Documents.
59 N/A Work is not to be completed as part of Phase Itr work.
60 N/A Work is not to be completed as part of Phase III work.
6I Design Build Fire hotection Sub Contractor will submit answer.
62 The pipe sizing is hydraulically calculated per NFPA 13. Pipe Scheduling
per NFPA 13, 8-5 is no longer an acceptable manner for sizing piping in
new projects.
63 A 6" reduced pressure back flow prevention is installed in the riser room
(Sheet FP-2). This backflow prevention device services the entire sprinkler
systenL
63 The piping at column line 3/1vI is in the garage, all of the piping in the
garage is existing and will remain in place.
64 N/A Work is not to be completed as part of Phase III work.
65 N/A Work is not to be completed as part of Phase III work.
ELECTRICAL:
66(a) A one line diagram and typical FFU circuit documentation will be provided.
This item will be addressed in Phase III Construction Documents.
66(b) N/A Work is not to be completed as part of Phase III work.
Mr.Gary Goodell
August 13,2001
Page 6
66(c) Short circuit documentation will be provided. This item will be addressed in
Phase III Construction Documents.
66(d) N/A Work is not to be completed as part of Phase III work.
66(e) N/A Work is not to be completed as part of Phase III work.
67 Street lighting circuit requirements will be coordinate with the T.O.V. This
item will be addressed in Phase Itr Construction Documents.
68 (a), (b) Panel GH2 and H2 circuit documentation will be provided and weatherproof
GFCI receptacles will be used. This item will be addressed in Phase III
Construction Documents.
69 N/A Work is not to be completed as part of Phase III work'
70(a) A one-line diagram wilt be provided to clarify requirements for the future
condominium units powered from the future MMS. This item will be
addressed in Phase III Construction Documents.
70(b) A one-line diagram will be provided to indicate the power source ofthe
existing club elevator. This item will be addressed in Phase III Construction
Documents.
70(c) Elevator pit lighting and receptacle circuit will be document. This item will
be addressed in Phase III Construction Documents.
7 | Elevator pit lighting is not connected downstream of GFCI receptacle. A
note will be added to clarify this. This item will be addressed in Phase III
Construction Documents.
72 72(a) -72(f) N/A Work is not to be completed as part of Phase III work.
73 See comment #70 (c) above.
74 See comment #70 (c) above.
75 Clarification of circuits 38, 40, 42 will be provided. This item will be
addressed in Phase III Construction Documents.
76 Clarification of Panel HG2 loading will be provided. This item will be
addressed in Phase III Construction Documents.
77 Clarification of Panel H2 loading will be provided. This item will be
addressed in Phase III Construction Documents.
78 N/A Work is not to be completed as part of Phase III work'
Mr. Gary Goodell
August 13,2001
PageT
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82
83
84
85
86
87
88
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90
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95
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l0l
toz
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Panel FFI location. NEC 110-26 does not say panelboards cannot be located
behind a door.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to b completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Clarification of elevator equipment room circuit will be provided. This item
will be addressed in Phase III Construction Documents.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Mr. Gary Goodell
August 13,2001
Page 8
103
IM
105
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
FIREPROTECTION
106
to7
108
109
Fire alarm manual pull stations will be provided at all exits at each level and
will be reflected on the revised fre alarm plans.
Automatic heat and smoke detection wilt be provided in elevator shafts and
will be reflected on the revised fre alarm plans.
Duct detectors will be provided for AHU Unit in Mech. 209 and MAU-I and
will be reflected on the revised fre alarm plans.
If the doo(s) in question is installed and is a fre door and is required to be
held open, then it will be held open with a magnetic door holder and will be
reflected on the revised fire alarm plans.
See Item 109.
See Item 109.
Design Build Fire Detection Sub Contractor will submit answer.
Automatic smoke detection will be provided in accordance with NFPA
standards and will be reflected on the revised fire alarm plans.
Audio/visual appliances will be provided in accordance with NFPA standards
and will be reflected on the revised fue alarm plans.
Seeltem 114.
Please call if you have any questions or concerns.
110
111
tt2
113
rt4
ll5
Bailey & Peterson
Ray Story Architect
Shaw Construction
Shaw Construction
Beaudin Ganze
Monroe & Newell
Iay Peterson
Ray Story
Keith Oxenreider
Clark Atkinson
Brad Staver
Scoft Wasson
v\vml\0022000\admin\letter\tov080201.doc
Ftgll C,,Lruirp prrqincrring
Fire Proiecliorr arrd iJuilding Codc Consuitants
972 l{ruy. 46, Suitc 300. Golden. CO 804.03-8B86
(Goide r: Gatc: CauloLr Road)
Pl:or:e: (303) 642-0635 u Iia;i: (303) 582-3855
ocToBEF 5, 2000
MF. GABY R. GOODELL. C.B.O.
TOWN OF VAIL BUILDING DEPT.
75 S FRONTAGE RD
VAIL, CO 81657
frE. u\Jt)tr tb>utri)
VAIL MOUNTAIN FESOFT
Gary:
This letler is to respond 1o jssues raised during rhe Town ol Vail review process of the subject
p roject.
The f irst issue of concern is the classiiication oJ the fir$ storv and the imDact uoon the reouired Tvpe
ol Consiruciion. The pJan revieiv indicales ihai ihe Upper H€alth Club teve; oi tlre prolect musi qualify as
a ba'qemenl. The expressed concern is thai the disiance abwe grade for the lirst floor exceeds 12' along
a relailveJy small potlion ol the souih elevaiion. \4/e agree ihat the UBC is clear in the definition oi a
applicable story, hotrrever, this inrerpretation for this bullding seems impraclical. The UBC Handbook
suggests thai each case should be juciged individually based on characteristic's of the site ancj construction.
One oi lhe more significant concerns is lhe issue of emergency access to the building and fire
f ighting operations. Accordlng to our review only 28k of lhe overall building perimeler exceeds the 12'
provision exclusively on the south elevation. lt shouid be poinled oul that the bulldlng is primarily accessed
by both the public, as well as emergency services on the nonh, easl and west sides. The south side
adjoining Gore Creek is nol generally considered as accessible.
The l2'height is exceeded sllghtly (16') and does nol exceed 50% oi the perimeler. ln order lo
minimize this condiiion, the grade elevation will be increased 1o salisfy lhe 12' criteria along the south side
excepi in ihe area of the outdoor whiripool, refer to Addendum #2. Sjnce the building is noi readily
accessible on the south side; lhe provision for determination for classificatjon ol the fjrst slory should be
waived allo|ing the building to be renovated as Type ll - t hour construclion.
The second issue concerns the 3-story communicaiing space which exisis between the Lower
Health Club, Upper Health Club, and the firsl floor. lt is recognized that the UBC limils the number ot
communicating levels lo two (2). The principal basis for the code reslriclion is to limit the potential ior fire
spread thlough a builciing, as tryell as minimize the impact of smoke travel and the impact on the evacualion
capabiJiiy ol the building occupants.
l\4R. GARY R. GOODELL, C.B.O.
TOWN OF VAIL BUILDING DEPT.
CODE ISSUES
VAIL IMOUNTAIN FTESOFT
OCTOBER 5, 2OOO
PAGE 2
. The design elemenl in queslion is a 6'diameter circular opening (28 it.'?) localed between the Lower
Heallh Club level and the Upper Heallh Club level. Referiothe panialbuilding section ailached.
Due 1o the lirniled size of the opening, il does nol qualiiy as an airium per Table 4-A ol the UBC.
Based upon the above, we propose to provlde the following-saieguards lo mitigale lhe saieiy risks
associaled with the inslallation ol the opening between floors:
1. The installation of a d raft stop localed at the ceiling level of the Lower Health Club level with
ihe installalion of closely spaced 6' o.c. quick response sprinklers around the perimeler.
2. The installation of passive smoke venls al lhe ceiling/root ievel at lhe first fioor level. These
venls wouid be aclivated by either oi the f ollowing:a. Smoke detectors located at ceiling ol the bar on ihe lirst iloor level.b. Manual swilching localed at the proposed lire command center to be controlled by
the fire depariment personnel.
We believe thai lhe installatjon ol the above safeguards will provide an acceptable equivalency io
permil the above menlioned opening between floors and provide an acceptable level of occupanl safely.
Piease advise if you have any additional queslions on lhe proposed alternalives.
SINCERELY,
->ba^S.W,,.*--
GLENN T. HOYNOSKI, P.E.
PRINCIPAL FIRE PROTECTION ENGR.
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VAIL MOUNTAIN LODGE
Phase lll -V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Applicable Codes:
Drawings dated
Manualdated
StructuralCalcs
Architect:
Mech. & Elec, :
Contractor:
Structural:
Civil:
Basement Lower Level
Health Club Upper Level
Parking Garage
Restaurant & Kitchen
Main Floor
2nd Floor
3rd Floor
Penthouse Level
1997 Uniform Building Code (UBC)
1994 Uniform Plumbing Code (UPC) (97 IPC OK)
1998InternationalMech Code (lMC) (97 UMC OK)
1999 National Electrical Code (NEC)
CABO/AN S I A1 17 . 1 Accessibil ity Standard s (C/A)
(Per Town of VailAdoption)
Town of Vail
C-West 201084
Gode Review
Pg.1 of15
Fire Protection: All-State
Code Gonsultant: High Country Engineering
02t26t01
02to't01
o4lo4lo1
Davis Partnership
Beaudin Ganze
Shaw Construction
Monroe & Newell
Marcin Engineering
91,609
1
B-1016
No Stamp
PE-12082
No Stamp
No Stamp
PE22147
A Occupancy Groups : R-1 Apartments Units & Dwelling UnitsS-3 Parking Garage (Underground)
A-3 Restaurant, Bar, Health Club, LockersB Offices & KitchenS-1 StorageB. Type of Construction : ll - 1 HR Fully SprinkleredC. Location on Property :
North : Frontage on East Meadow Drive South : Faces Wetlands & Park
East: Frontage on VailValley Drive West: Mountain Haus Parcel
D. Summary of Floor Areas : These numbers have been calculated from the floor
plans provided. Note that floor areas are larger than the entries provided in
the Code Analysis on the Index Cover Sheet of the review sets.
Floor Area (sf) Floor Elevation15,167 8155.33'12,953 8164.83',4,257 8164.83'2,500 8166.33'16,654 8177.33','t6,474 8186.83'16,318 8196.33'7.316 8207.33'
Total Building
VAIL MOI.,IiITAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
E. Height & Number of Stories : See Review Comment No. 1
Architectural Review
1. L2-0: The height of the building needs to be resolved with regard to total
number of stories above grade as altered by the new penthouse units
added to the top floor. UBC 506 & 3403
a) A 5-1 & L 2-0: Area to be regraded at the exterior spa poolwill
leave this portion of the south yard at Water Elevation = 8160',
which is more than 12 ft. below the main floor at Elevation
8177.33'; thereby disqualifying the contiguous floor level as a
basement. UBC 220 & 208, Definitions of "Story' and "Grade.
b) The Penthouse additions thereby cause the buitding to exceed
the maximum allowable 4 story height for an R-1 occupancy in
a Type ll - 1 HR building. UBC 500 & Table 5-8.
2. L 2-O : Veriff that wetlands and park area on adjacent property south of the
building is public space usable as an open yard greater than 60' applicable
to floor area increase and fire department approach. Otherwise building
has no usable yard clearance to the property line on this side. UBC 505.1.1
3. L 2-0 : Building requires sufficient open yards on 3 sides to justify allowable
floor area on no more than 4 stories above grade. The parking garage and
Health Club Lower Level are onsidered below grade. UBC 505.'1.2
4. A3-2: The existing underground Garage is shown extending beyond the
North property line into the street ROW at East Meadow Drive. Are property
lines correct as shown? UBC 106.3.1
5. A 3-3 : New Bedroom windows on north side open onto yard supported by
the Garage roof underground. Veriff existing roof is adequate for
emergency rescue by Fire Department to all new windows on this side of
the building, including the new penthouse units. UBC 310.4
6. A 3-1 thru A 3.7 : The keynotes and general notes are the same on each
sheet. Since keynotes are not flagged on the plan; the new work of Phases
lll - V is difficult to separate from existing areas outside of the scope.
Torn of Vail
G-West 201084
Gode Review
Pg.2 of 15
VAILTUOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Ddve & VailValley Drive
May 14,2001
7. A 5-1 : South Elevation : Existing windows in South exterior wall of Health
Club Upper Level will require tempered safety glass if less than 18" above
new grade and panels unsupported greater than 9 sq. fi. UBC 2406.4
8. S 4.0 : Sec. 3 : Provide weather proof seal at steel bearing assembly on top
of existing concrete foundation wall to prevent moisture penetration into
building through areawell. UBC 1402
9. A 5-1 & A 7-10 : Wood siding is not permitted on the West Elevation on
exterior walls less than 40 ft. from property line. UBC 603.3.1 & Table 5-A
10. A 5-2 & A 7-12 : Wood siding on North Elevation at new dormers not
permitted more than 35'above grade. UBC 601.5.4 & Table 5-A
11. L 1 .0 : Nevtr exterior 1:12 slope ramp will require a handrail on both sides.
uBc 1003.3.4.s
12. A 3-1 & A 6-4 : Two exits from Basement between Grids 11-12 are not
adequately separated. 112 the major diagonal of the basement area served
is approximately 98'; requiring 49'separation between the exit-access
doors at 101 & 102. UBC 1004.2.3 & 1004.2.4
13. A 3-2 & A 6-5 : New Elevator opens into the egress route from the
Restaurant (Dining) area to Stair 208. The Elevator opening must be
equipped with a smoke and draft seal; or be separated from the Dining
Room by a Lobby. UBC 1004.3.3.5 & 711.4
14. A 6-6 : Door 308C appears to be a non-conforming required exit for the new
Restaurant occupants from the lower level. Address door width at top of
stair, minimum width of exit discharge into courtyard between retaining
walls; and the unidentified gate at the end of the walkway. UBC 1003.3.1.3,
1003.3.1.5, 1003.3.1.8, 1 006.3.5.2
15. A 6-5 : The main exit from the Restaurant may be considered the doors
opening onto the Patio. Folding doors are not considered safe for orderly
evacuation during an emergency. UBG 1003.3.1.5
16. A 6-6 : Door 3088 does not provide an adequate landing at the foot of Stair
308. UBC 1003.3.1.7 & 1003.3.3.5
17. A 3-2 : Dishwashing area is not permitted under enclosed Stair 308 above.
uBc 1005.3.3.6
Town of Vail
C-West 201084
Code Review
Pg.3 of 15
VAIL MOt MIAIN LODGE Town of Vail
Phase fll -V : Expansion & Renovation C-West 201084
East Meadow Drive & Vail Valley Drive Gode Review
May 14, 2001 Pg.4 of 15
18. Specs Table of Contents : The following Sections are noted as not included
in the project manual.
08000 Door, Frame, Hardware Schedules.
09000 Finish Schedule
10520 Fire Protection Specialties
Div. 15 Fire Suppression & Standpipe Specifications
Div. 16 FireAlarm
19. Specs 08960 : Refers to Div. 8, Section for'Glazing"; not provided. ldentify
whether glass or plastic to be used at sloped glazing. UBC 2409 &2603.7
20. A 1-1 : Coordinate specifications and safety glazing requirements at doors
and windows subject to human impact. UBC 2406
21. Specs 06105 : Part 1.2. A 4 & 5 : Sheathing and subflooring may not be of
r,tood in Type ll- 1 HR building. UBC 603
22. Specs 06100 : Part '1.2. A 1 & 5 : Equipment bases and support curbs may
not be of wood in Type ll - 1 HR building. UMC 308.3
23. Specs 14420: Calls for wheelchair lifts; not located on drawings. Use as
an egress component is limited by UBC 1104.1.4
Structural Review
24. Structural calculations use 40 psf LL for Residential balconies; same as
interior floors. Minimum 60 psf required by Table 16-4; greater with snow
drifting based on area snow loads. This includes the rooftop balconies
shown on SheetA5-1. UBC 1608
25. S 4.0 : General Notes : Snow loads call for 100 psf at roof slopes less
than or equal to 3 : 12: and 80 psf at slopes > 3 : 12, Reductions may not
be applied for slopes less than 4.36 : 12; i.e. 20' from horizontal. UBC,t614
Mechanical Review
26. M1.1. Provide trip lever on wide side of handicapped water closet stall
(CABO/ANSI Al 17.1-1 992, 4-17 .5).
27. M2.3, M2.4, M2.5. Required fire rating of rated corridors and floor to floor
separation shall be maintained at all times during construction within
occupied building (UBC 710.11, 713.10).
VAIL MOUIITAIN LODGE Town of Vail
Phase lll -V : Expansion & Renovation C-West 201084
East Meadow Drive & VailValley Drive Code Review
Jt|r,y 14,2N1 Pg.5 of 15
28. M3.1. Provide reduced pressure backflow preventer in lieu of double check
valve shown on domestic water service (UPG 602.3).
29. M3.1. 2' vent serving 4" P-10 floor drain is undersized and should be
increased one pipe diameter. 4" waste outlet normally requires minimum
2" vent. However, excessive length of 2' vent shown requires pipe upsizing
to next recognized diameter (UPC Table 7-5).
30. M3.'1. P-1 discharge piping is too small to be considered gravity drainage
piping. Specified 39 gpm equals 78 fixture units, requiring a 4'gravity drain
by UPC Table 7-5. All 2' PST piping from P-1 shall be rated for anticipated
flow and pressure (UPC 703.2, 710.5,710.7).
31. M3.1. Sump for P-1 shall be vented (UPC 710.10).
32. M3.1. 2" vent may not be reduced in size to 1-112' V (UPC 31 1.5).
33. M3.1. Provide cleanout on two 2'vents originating from grease interceptor,
following vent rise through grade (UPC 905.3).
34. M3.2, M3.3. ,,l-114' MG is undersized for gas load and length of piping to
kitchen and should be increased in size (UPC Table 12-4).
35. M3.3. Clarify gas flow rate at Hors Dourves Range (UPC 103.2.3).
36. M3.3. Minimum vent size at 4" P-9 and 4" P-'t0 equals 2'diameter (UPC
Table 7-5).
37. M3.3. Length of horizontal 1-112' V originating from P-8 at column lines L/11
exceeds allowable maximum length (UPC Table 7-5).
38. M3.3. Provide cleanout at Bath 114 waste branch (UPC 707.4).
39. M4.3, M4.5, M4.6, M4.8. Provide smoke detectorwithin 5'0" of allfire smoke
dampers (UBC 713. 10, 7 13.11).
40. M4.3, M4.4. Clothes dryer exhaust duct limited to 14' length with (2) two 90o
elbows (UMC 504.3.2).
41. M4.3, M4.4. Clariff outside air quanti$ to CUH4 (UBC 1202.2.1).
42. M4.3, M4.4, M4.5. Clarify source of make up air to guestroom toilet exhaust
system (UMC 402.4).
VAILITIOUiTTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
43. M4.3, M4.4, M45, M6.1, M6.2. Sanitary vent below fixture flood rim level not
allowed unless required due to structural conditions (UPC 905.3).
44. M4.3, M4.4, M4.5, M4.6. Provide combustion air to gas fireplaces (UMC
901.2, e01.3).
45. M4.3, M4.4, M4.5. All ductwork penetrations of fire rated occupancy
separation shall be provided with fire smoke dampers (UBC 713.10,
713.',|1).
46. M4.3, M4.4, M4.5. Existing solid fuelfireplace chimney vent dampers and
chimney construction shall be permanently opened and inspected prior to
conversion to gas use (UMC 813.2, 901.2).
47. M4.3, M4.4, M4.5. Clarify all natural gas pipe loading to fireplaces and
miscellaneous gas appliances such as ranges and boilers and total gas
loads such that gas pipe sizes may be reviewed for code compliance (UPC
1217.0).
48. M4.6. 2' horizontal storm drain is not a recognized size. lncrease horizontal
storm drain to minimum 3' diameter (UPC Table 11-2).
49. M4.6. Length of 1-'112" vent above Bedroom 610A exceeds allowable
horizontal length and must be increased in diameter one pipe size (UPC
Table 7-5).
50. M4.6. Outlet of grease exhaust fans shall be located 24" above all building
construction within 10' (UMC 507.11).
51. M4.8. Ductwork may not remain abandoned above electric panels (NEC).
52. M4.8. Provide smoke detector in S.A. duct of relocated MAU-3 (UMC 608.0).
53. M4.9. Provide make up air to EF-4 in elevator equipment room (UMC 402.4).
54. M4,9. Elevator equipment room shall have fire rating at least equal to
elevator shaft served (ASME A17.1, 101. 1a).
55. M4.9. Provide fire rated duct cleanouts in grease exhaust duct systems
(uMc 507.5, 507.7).
56. M4.9. Provide fire smoke damper at24" x48'S.A. exit from duct shafi (UBC
713.10,713.'t1).
Torn of Vail
C-llUest 201084
Code Review
Pg.6 of 15
VAIL MCX.rnfTAlN LODGE Town of Vail
Phase lll-V: Expansion & Renovation C-tYest 201084
East Meadow Drive & Vail Valley Drive Gode Review
May 14,2001 Pg.7 of 15
57. M4.9. Provide minimum 3' high pad below condensing unit CU-1 (UMC
1't05.2.1).
58. M5.1. Check valves and gate valves at P-1 should be accessible (UPC
71O.41.
59. M6.2. Clariff size of vent from P/13 into riser P/14 (UPC 103.2.3).
60. Not Used.
61. FP-2. Pipe sizes shown are too small for pipe size schedule compliance.
Provide hydraulic calculations to justify pipe sizing (NFPA 13, 8-5).
62. FP-3. Provide reduced pressure backflow preventer on sprinkler piping with
glycol (UPC 603.4. 18.3).
63. FP-3. Clarify missing piping at approximately column lines 3/M (UPC
103.2.3).
64. F3-0.1. Plumbing notes, number 11 indicates the need for gas pressure
regulator for each piece of kitchen gas equipment. Plumbing drawings
should be revised to show location of each regulator with appropriate
venting to atmosphere. (UPC 1218.0).
65. FS-1.2, FS1.3, FS-1PP. Food service drawings appear incomplete. Clarify
description of keynotes used on plans (UMC 113,5, UPC 103.2.3).
Electrical Review
66. GeneralComments (E2,1 through E3.5):
a) Document the complete electricalsystem one-line diagram and
load summary from the load panelboards back to the main
service to demonstrate compliance with NEC Article 22O and
NEC 215-5. Show wire and conduit sizes, equipment ratings
and the loads at each panelboard, distribution paneland the
main service. Document each component of load with the
applicable demand, continuous, and largest motor factors.
b) Document guest room panelboard loads and compliance with
circuiting requirements per NEC Article 210 and22O.
VAILMOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Town of Vail
G.West 201084
Code Review
Pg.8 of 15
c) Document the avaihble short circuit current and equipment
short circuit ratings for new panelboards and feeder
replacements per NEC 110-9 and 110-10.
d) The drawings are difficult to read, the background line weights
do not appear to be any different than the device line weights.
Also, the symbols in the legend on sheet E1.1 are heavy line
weights that make is difficult (at best) to distinguish the
differences. In addition, the symbol size in the legend is very
small. For example, the difference between GFl, isolated
ground and other receptacles is not distinguishable.
e) Fire alarm and detection system division 16 specifications are
not included with the construction documents. Document that
fire alarm system shop drawings will be provided per UFC
1007.3.1. Also, document acceptance testing of the fire alarm
system in the presence of the chief and certif,ing to the chief that
the system has been installed in accordance with the approved
drawings and specifications.
67 . E1.2. Reference notes 3 and 4 for street lighting. Document the power
sour@, load and feeder sizes to demonstrate compliance with NEC Article
210 and 220.
68. E1.2 and E2.3. Reference note 6 on E1.2 and notes 19 and 20 on E2.3
regarding X-MAS lighting circuits.
a) Document panelboard GH2 and H2 branch circuits and loads
per NEC Articles 210 and 220: reterence the above general
comments.
b) Document that weatherproof receptacles will be provided in
compliance with NEC 410-57(b); notes only callfor termination
of circuits.
69. E1.2 and E2.7. Document panelboard SPA branch circuits and loads per
NEC Articles 210 and 220; reference the above general comments.
70. E2.1. Referenceflag notes 2, 4, 5, 6, and 7 and plan notes.
a) Document the one-line diagram, branch circuits and loads for
future MMS (multiple meter stack), panel W (panel schedule only
shown on sheet E2.1K), relocated H.C.E pad mounted
transformer, panel Kl and l(2 (panel schedules only shown on
I
VAIL MOUNTAIN LODGE Town of VaiI
Phaee lll - V : Expansion & Renovation C-West 201084
Eaet Meadow Drive & Vail Valley Drive Code Review
May 14,2001 Pg.9 of15
sheet E2.1K), and downstream feeders from MMS to
condominiums GS-S, GS-6, C5-1 and C5-2; reference the above
general comments.
b) Document the one-line diagram and load for the elevator
connections to the club switchboard: reference the above
general comments,
c) Document the circuit and load for the elevator pit lighting and
receptacle per NEC Article 220 and NEC 620-24.
71. E2.1. Document that the elevator pit light is not connected downstream of
the GFCI receptacle per NEC 620-24(a).
72. E2.1K. Reference kitchen detail2, food serviec equipment load schedule
and panelboard schedules:
a) Document the minimum circuit ampacity and maximum
overcurrent device for item number 2,lreezer refrigerator system
(circuit K1-9,11), per NEC 440-35 and 440-22(c); 40A breaker is
shown for #10 conductors and load is 21.4A.
b) Document the feeder conductors for item 19, cook & hold oven
(circuit K1-23,24), per NEC 240-3; a load of 38.5A (8 kWat
208V, 1-phase) with 50A circuit breaker.
c) Document that the feeder to item 37, booster heater (circuit K1-
20,22,24), complies with NEC 422-10;40A circuit shown and
equipment is rated for 33.3A (12 kW at 208V, 3-phase, 33.3 x
1.25 = 41.6,4).
d) Document that the feeder to item 41 , ien machine (circuit K1-26,
28), complies with NEC 240-3(d); 25A circuit breaker shown for
#12 conductors and load is 12.8A.
e) Document that the feeder to item 45, coffee brewer (circuit K2-5
,7), complies with NEC 2a04(d); 40A circuit breaker shown for
#10 conductors and load is 28A.
f) Document that the feeder to item 46, ice tea dispenser (circuit
K2-9), complies with NEC 240-3(d); a 25A circuit breaker is
shown for #12 conductors and the load is 1.7 kW
VAILIIIOUNTAIN LODGE
Phase lll-V: Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Town of Vail
C-Weet 201084
Code Review
P9.10 of 15
73. E2.2. Document the feeder source and load for the elevator pit lighting and
receptacle per NEC Article 220; only nearest 120V circuit indicated. Nearest
suitable 't20V circuit should be identified by the design engineer.
74. E2.2. Document the feeder for the elevator machine room 210 receptacle
and lighting per NEC Article 220 forcompliance with NEC 620-23(a).
75. E2.2. Reference EF-1 (stair 202). The 15A/3 pole circuit breaker shown
panel W-3, circuits 38, 40, and 42, does not comply with NEC Article 430;
17.5A shown per phase.
76. E2.2. Reference flag notes 1, 6, 7, and 8. Load is shown added to panel
HG2 and the panel schedule with branch loads and load summary is not
shown; reference the general comments above.
77. E2.2. Reference flag note 2. Reference the area enclosed by flag note 2.
New circuits are shown to panel H2; however, they are not identified in the
panel schedule on sheet E2.8.
78. E2.3. Document new panelboards A and GIA branch circuits and loads per
NEC Articles 210 and 220; reference the above generalcomments.
79. E2.3. Document panelboard H3 (flag note 6) and G2 (flag note 15) branch
circuits and loads per NEC Article 210 and 22O; reference the above general
comments.
80. E2.3, E2.4, E2.5, E2.6 and E2.7. Reference egress path lighting. Document
that the wiring for the emergency egress lighting and exit signs in corridors
and other egress paths complies with NEC 700-12(e) for unit equipment
wired to the same circuit as the normal lighting, and NEC 700-16 for two
lamps so that the failure of any individual lighting element will not leave the
area in totaldarkness.
a) E2.3. The F5 emergency cove fixtures in corridor 300 only have
one lamp.
b) E2.3. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
c) E2.3. Document €mergency egress lighting in vestibule 344
and stairs 308 per UBC 1003.2.9.2; nothing shown.
10
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2OO1
Town of Vail
C-West 201084
Code Review
P9.11 of 15
d) E2.3. Document emergency egress lighting over the exterior
stairs, outside of vestibule 344 at column lines F, G and 13, per
UBC '1003.2.9.2; nothing shown.
e) 82.3. Document emergency egress lighting in elevator lobby;
see flag note 6.
0 E2.4. Document emergency egress lighting in elevator lobby;
see flag note 6.
g) E2.4 The FS emergency cove fixtures in conidor 400 only have
one lamp.
h) E2.4. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
i) E2.5. The F5 emergency cove fixture in corridor 500 only have
one lamp.
j) E2.5. The emergency lighting and exit sign circuiting is not
shown in corridor 500; the normal lighting circuiting is also not
shown.
k) E2.5. Document emergency egress lighting in elevator lobby;
see flag note 4.
l) E2.6. The F5 emergency cove fixture in corridor 600 and hall
622 only have one lamp.
m) E2.6. The emergency lighting and exit sign circuiting is not
shown in corridor 600 and hall622; the normal lighting circuiting
is also not shown.
81. E2.3. Reference flag note 16. The feeder noted from H3 to A does not
comply with NEC 240-3; #1 conductor (rated for 130A at 75 degrees C)
shown protected by 150A breaker.
82. E2.3. Reference panels H2 and H2A, flag note 17. Document the one-line
diagram per NEC 215-5 (schedule shown on E2.8); reference the above
general comments.
11
VAIL MOUNTAN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
83. E2.3. Reference flag note 1 1. Document the branch circuit and load per
NEC Articles 210 and 220:. note indicates connection of lighting to existing
circuit.
84. E2.4. Document panelboard G2, G2A, FF1, and FF2 branch circuits and
foads per NEC Article 210 and 22Oi reference the above general comments.
85. E2.4. The location of new panelboard G2 does not cnmply with NEC 110-
26; the panel is located behind conidor doors to elevator.
86. E2.4. Further document the location of panel FF1 at column lines F-11 and
document compliance with NEG 110-26; the panelboard appears to be
located behind a door.
87. E2.4. Documentflag notes 13, 14 and 15 on plan; nothing shown. Also,
document the panelboard branch circuits and load per NEC Articles 210
and 220; reference above general comments.
88. E2.5. Document new panelboard G3 and existing panelboard PGS branch
circuits and loads per NEC Article 210 and220i reference the above general
comments.
89. E2.6. Document new panelboard G4 branch circuits and loads per NEC
Article 210 and 220; reference the above general comments.
90. E2.6. The location of new panelboard G4 does not comply with NEC '110-
26; the panel is located behind door.
91. E2.6. Reference flag note 10. Document the source panel for DC-S and
panelboard load calculations per NEC Articles 210 and 220.
92. E2.7. Reference detail 2, MAU-4. Document the branch circuit feeder and
compliance with NEC Articles 220 and 430.
93. E2.7. Reference detail 2, AHU-1. Document the branch feeder breaker
rating and compliance with NEC Article 430.
94. E2.7. Reference detail 2, emergency lighting circuit for dining room 200.
Document the branch feeder and load of existing circuit for connection per
NEC Article 220. Also, document compliance with NEC 700-12(e),
emergency lighting not shown connected to normal lighting circuit.
95. E2.7. Reference detail 1, emergency lighting circuit for wine cellar, passage
and elevator lobby. Document the branch feeder and load per NEC Article
12
Town of Vail
C-West 201084
Code Review
Pg.l2 of 15
VAIL Mo|..,NTAIN LODGE
Phase lll-V: Expansion & Renovation
East Meadow Ddve &VailValley Drive
May 14,2001
Torm of Vail
C-West 201084
Code Review
P9.13 of t5
220; panel and circuit not shown. Also, document compliance with NEC
700-12(e), emergency lighting not shown connected to normal lighting
circuit.
96. E2.7. Reference detail 2. A separate circuit is not shown for elevator
equipment room 210 per NEC 620-33(a).
97. E2.7. Reference detail 1, equipment CU-1. Document the equipment load
and feeder rating per NEC Article 424.
98. E2.8. Reference the "Partial Main Level Electrical Plan" detail. Emergency
egress lighting is not shown for stairs 301 per UBC '1003.2.9.2. Even if the
stairs are not part of the required egress system they are an occupied part
of the building and may be in use; UBC 1001.1.
99. E2.8. Panel schedule H2A does not appear to be complete; document all
loads and the load summary per NEC Article 22Q. For example, circuits
H2A-19, 21 for equipment 101 is not shown.
100. E2.8. Reference the'Partial Main Level Electrical Plan" detail. Equipment
mark numbers and circuiting for 86, 90, 93 and 119-133 (with electrical
loads) are not shown on the plan. Document the circuits and loads to
demonstrate compliance with NEC Articles 210 and 220.
101. E3.1 through E3.5, and E1.1. Reference guest room details and lighting
fixture C4 located above tubs and showers. Document that the fixture is
'Suitable for Wet Locations" per NEC 410-4(a); not indicated on fixture
schedule sheet E1.1.
102. E3.1 through E3.5. Reference guest room details. Document the circuiting
for all receptacles to demonstrate compliance with NEC 210-60; some
receptacles are not circuited.
1 03. E3.1 through E3.5. Document that the type C13 lighting fixture as used in
the balcony is'Suitable for Damp Location' per NEC 410-4(b); not indicated
on fixture schedule sheet E1 .1 . Reference detail 1 . unit 31 3a on sheet E3. 1
for example.
104. E3,3. Reference panelFFU414, detail 1. The panelworking space is
obstructed by the laundry room door which does not comply with NEC
110-26.
105. E3.5. Reference detail 1, unit 5158 electrical plan. Nothing but background
plan is shown; appears to be unfinished.
13
VAIL MOUNTAIN LODGE
Phase lll -V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May {4,2001
106. FP-2 through FP-7. Fire alarm system manualpullstations are not shown
at allstairs and exits at each level per UFC 1007.3.3.1.
107. FP-2. Coordinate elevator #1 and #2 shaft detection with the chief; nothing
shown.
108. FP-3. Document that the duct smoke detector in mechanical 209 is for the
AHU-1; unit rated for 6850 cfm. Document duct smoke detector for MAU-1
per UMC 608; unit rated for 7600 cfm.
109. FP*4. Clarif, and document the magnetic door hold open and smoke
detector location shown at the bottom of stair 328; no door shown on
architectural plan sheet A3-3. Door schedule for project is not provided.
110. FP-4. Clariff and document the magnetic door hold open shown at column
lines G-12; document what doors hold open is applied to. Also, no smoke
detection shown.
'111. FP€. Coordinate and document the corridor double door at column lines
G{; the location does not match the architectural drawing A34. Also,
coordinate the additional magnetic door hold opens shown in corridor 500
at column lines G-5, G-7, and at the top of the stairs at approximately G-10.
112. FP-7. Coordinate and document the floor plan background between
column lines G-2 to G-5; the floor plan does not match the architectural
drawing A3-6.
113. FP-7. The smoke detector at column lines F-5 in conidor 600 does not
provide coverage allthe way back to the door at column line G4 per NFPA
72,2-3.4.5.'1.2 & UFC STD. 10-2; the distance to the door exceeds 21 feet
from the detector.
'114. FP-7. Fire alarm system visible notification devices are not located within
15' of the ends of corridor 600 (near column lines F-5 and F-9). C|A4.26.3
1 15. FP-7. A fire alarm system visible notification device is not located in the
elevator lobby 616 per UFG 1007.3.3.3.4 & C/A 4.26.3
G-West Gode Consultants
2801 Youngffeld Street, Suite 300
Golden, Golorado 80'l0t
Tele: 303205-7860Fax: 303237-0023
E-Mail : steve@c-westcode.com
www.c-westcode.com
Town of Vail
C-West 201084
Code Review
Pg.14 of 15
14
VAIL IUIOI'iITAN LODGE
Phme lll -V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May {4,2001
lcBo # 4495
C'ary Goodell, CBO,TOV
Gorge Ruther,AlCP
Ron Dey, CW
Gary Nickerson, CW
Tom of Vail
C-West 2010|d{
Gode Review
Pg. t5 of 15
Distrihrtion:
15
TOWN OF VAIL DEPARTMENT OF COMMI.JNITYDEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 8I657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT PCrMit #: MOI-0I76
Job Address: 352 E MEADOW DR VAIL Status...: ISSUED
Location.....: 352 E MEADOW D& VAIL ATHLETIC CLUB Applied. . : 09/21/2001
ParcelNo...: 210108255000
ProjectNo , /4f m-0 /2b
OWNER VAIL ATIILETIC CLIJB & SPA O9/2a/20Ot Phone: 910-476-L997
285 BRIDGE ST
vArL, co
81657
I-,icense:
CONTRACTOR HEARTIT EXCIIAIiIGE, INC. (TIIE) 09/2a/200L Phone: 970-827-9623
P.O BOX 670
MIMTURN, CO
81645
L,,icense: 174-M
APPLICAITT HEARTH EXCIIAIiIGE, Il{C. (THE) 09/2I/2OOI Phone: 970-827-9623
P.O BOX 670
MITflTURN, CO
81645
License : L74-Nl
Desciption: INSTALLATION OF GAS FIREPLACES IN 2 2ND GLOOR LINITS
Valuation: $6.000.00
Fireplaoe Information: R€strid€d: Y # ofGas Appliances: 0 # ofGas Logs: 0 4 of- Wood-Pellet: 0
*rl*r*rrtrrt*t*r*r...'*'****':|.|.+...,}|..'....||'tl.l..,}*,},}*,}:}****i*'
Mechanical-> 9120.00 Restuarant Plan Review-> 90.oo Total Calc'ulat€d Fe€s-> 9153.oo
plan Check-> S3O . OO DRB Fee--> 9o - oo Additional Fe€s------> 90 . 00
Inv€srigation-> go . oo TOTAL FEES-> 5153 . oo Total Pemil Fee-----> 5153 . 00
Will Csll-> S3 . oo Pa)T nents""""-------> $153 ' oo
BALANCE DUE ---> $o ' oo
Item: 05100 BUILDING DEPARTMEIIT
09/2!/2OOL DF Actionr AP
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
Condt 22
(Br-,DG.): COIIBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 199? IJMC, OR SECTION
701 OF TIIE 199? IMC.
Cond: 23
(BLDG. ) : INSTALIJTTION MUST CONFORM TO MANUFACTITRES INSTRUCTIONS AIID TO CIIAPTER
10 oF tItE 1997 I'MC, CHAPTER 1-0 OF THE 1997 rMC.
Cond: 25
Issued..: 09/27/2001
Expires. .: 03/26/2002
(BLDG. ) : GAS APPI,IANCES SI{ALL BE VBfifED ACCORDING TO CHAPTER 8 AND SIIALL
TERMINATE AS SPECIFIED IN SEC.8O6 OF THE 1997 UMC, OR CSIAPTER 8 OF TITE 1997 IMC.
Cond: 29
(Br_,DG.): ACCESS rO HEATING EQUTPMENT MUST COMPLY WrTH CHAPTER 3 AND S8C.1017 OF
TIIE ]-99? IIMC A}ID CHAPTER 3 OF TIIE ].997 IMC.
Cond: 31
(BLDG.): BOILERS SHALL BE MOIJIITED ON FLOORS OF NONCOMBUSTIBI-,E CONST. UNLESS
LISTED F'OR MOT'If,TING ON COMBUSTIBI.,E FI,OORING.
Cond: 32
(BI-,DCI.): PERMIT,PIJAIIS Ar.ID CODE AI{AL,,YSIS MUST BE POSTSD IN MECHAMCAL ROOM PRIOR
TO AN I}ISPECTION REQI]EST.
Cond: 30
(BLDG.): DRAINAGE OF MECHAI{ICAL ROOMS CONTAINTTTG HEATrrilG OR HOT-WATER SI'PPLY
BOILERS SHAII_, BE EQUIPPED WITH A FLOOR DRAIN PER SEC. t022 OF TIIE l-997 uMC, OR
sEcrroN 1004.5 0F TI{E 1997 rMC.
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 conect. I agree to comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this stnrcture according to the towns zoning and subdivision codes, design review approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
REQTIESTS FOR INSPECTION SHAII BE MADE TWENTY.FOUR HOURS IN ADVANCE BY AT 479-2138 OR AT OUR OFIICE FROM 8:00 AM - 5 PM.
OR CONTRACTOR FOR HIMSELF AND OWNE
t9/2B6L691 18,42 976a279222
APPTJCATIOT{ WILT TIOT EE ACCEFTE tF IIIGOiIPLET ON. UI
Ptoject #:
TWNW
S. Fmnt4c Rd.
colondo 81657
]t|edlarlcBl
i4frfJ.479-2l.rg
Permit will not be acepted without dn following:
flffift.htfro EquipmrntCut/Sc$aotr
ot{ LY+ +** * {} r. r* !t*+ !r l.:t!tri*+*:f:l
TOWN OF VAIL DEPARTMENT OF COMMUMTY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL. CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE TJOSTED ON TOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P01-0120
Job Address: 352 E MEADOW DR VAIL Status . . . : IASUED
Location.....: 352 E MEADOW DR, VAIL ATHLETIC CLIJts Applied . . : 1.0/1.0/2001.
Parcel No...: 210108255000 Issued . . : 1.0/30/200L
ProjectNo : \WOOO\Z.I4 Expires. .: 04/28/2002
ot{NER VArL ATHIJETIC CLITB & SpA LO/LO/2OOL Phone: 970-476-1987
285 BRTDGE ST
VAIIJ, CO
8165 7
License:
CONTRACTOR FALCON PI,T]MBING & HE;ATING LO/AO/ZOOL PhONC: 970-434-0555
3187 MESA AVENT]E, SUITE A
GRJAND .]I'NCTION CO
815 04
License: 175-P
APPLICAI\T FALCON PI-,ITMBING & HEATING LO/L0/20OL Phone: 970-434-0556
3187 MESA AVENUE, SUITE A
GRAND iN'NCTION CO
81504
License: 175-P
Desciption: DEMO/FOLINDATION AT NE,SE & EAST END, INTERIOR AND EXTERIOR
WORK.
Valuation: $140,000.00
Fireolace Information: Restricbed: ??# of Gas Appliances: ?? # of Gas Logs: ?? * ot
Wood Pallet:
Plumbing--> $2 , 100 . 00 Restuarart Plan Review->g0 . 0o Total Calculated Fees--> $2, 628 . 00
Plan Check-> gs2s.oo DRB Fee_-> SO.O0 Additional Fees--> 50.00
Lrvestigation-> $0 . OO TOTAL FEES-------> $2 , 628 . OO Total Perrnit Fee-----> $2 , 628 - 00
will call->$3.00
BALANCE DUE---->90.00
IIeM: O51OO BUILDTNG DEPARTMENI
1,0/26/200L GRe Action: Ap See applicable plan review conments by c-w'
Consultants and responses by Davis partnership Architects -
Item: 05500 FIRE DEPARTMENI
CONDITIONOF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE.
Cond: 14
(BI-,DG.): ALL PENETRjATIONS IN WAI-,LS,CEILTINGS,AND FLOORS TO BE SEAI-,ED WITH Al{ APPROVED
FIRE MATERTAI .
Payments-> 52, 628 - 00
DECLARATIONS .
I hereby acknowledge that I have read this applicatiorl fiIled out in full the inforrration required, completed an
accurate plot plan, and state that all the inforuration as required is correct. I agree to comply with the information and
plot plan, to cornply with all Town ordinances and state laws, and to build ttris stf,ucture according to the towns zoning
and subdivision codes, design review approved, Uniforrr Building Code and other ordinances of the Town applicable
thereto.
REQUESIS TOR INSFECNON SHALL BE MADE TWENTY-FOTJR
PM.
INADVANCE 479-2138 OR AT OIJROFFICEFROM 8:00AM -5
OR CONTRACTOR FOR HIMSETT AND OWNET
+ * * ** * ** + * * * ++ * * * **** ** * * * * l1* + * *** * * ***** * ** * * * * *** * * * ** *** + + +:tr| * **** * *+ t:! 'i +{. *:}* ** * * ** * * * **
TOWN OF VAIL, COLORADO Statement
* *** * * * *+ + * +{. * * * ** * ** *+** * +ti l:Ft ** + + * * ** * * * ** * * * * +** t t + +* * **ri tl.** * ** | * * ** * * * ++ *.1* *{. *:} ** * * * ** *
Statements Number: ROOOOO1549 Amount: 52,628.0O IO/30/200103:32 PM
PalmenL Method: Check Init: LC
NoEation: #7258/Falcon Plumbing
Permj-t No: P01-0120 T)t)e: PL,t,MBING PERMIT
Parcel No: 21,010 82 55 0 0 0
Site Addregs: 352 E MEADOW DR VAIL,
Location: 352 E MEADOW DR, VAIL ATHLETIC CLUB
Total Fees: $2, 528.00
This Palment: $2,628.00 Total ALL Pmts: 12,62A.00
Balance: 50.00
* * t* ** ++ * * * *l *,i 'i * t * * ** t * * ** * * * ** * * ** ** * * * +* *** * *** * * + +++1. * *:ltl * * tF*+ * * * ** * * * ** * * * *+ * * * ** * * ** * *
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 525.00
PP OO1OOOO31112OO PLUMB]NG PERI4IT FEES 2.1OO.OO
t'JC OO1OOOO31128OO WILL CALL INSPECTION FEE 3.OO
.b&, upTg Building Permit #:
NWTIWytn
75 S. Frontage Rd.
Vail, Colorado 816!i7
COMPLETE VAIUATION FOR PLUMBINGfERIIrT (Labor & Materials)
-
IIPLUMBINGT $ tt(0,000 l
and Phon'tl-/e,,lt
Offie at 970-328-gHO orvisit www.eaole-county.com forhrcel #
8*ffiffiE l,t|totlf,sMo
rob Name: Uail r/l".'th;q hdoe=
rob*dressi- ( thrbt D/ t/ala lttr,
Legal Description Lot:Block:Filing:Subdivision:
'fiH"n*Xhei
ordrtnr lAddress:J5s &-,:Ja.# tL;l A flwf? lPhonet?70470-11t7
Ensineer: Squ{;a fuaze I Md'*'tgtaz D-; ub6rL-rffilPhonefat-.?rg.Jffi
trt,tffiH$6*"r#3ffi f,,V^ar#*!et;-*,a2t"Wsat
Work Class: New ( ) Addition QQ Atention ${ Repair ( ) Other ( )
Typ€of Bldg.: Singletamily( ) Duplex( ) MulU-family( ) Commerciat{ nestaurant( ) Other( )
No. of Existing Dwelling Units in this building: ?No. of Accommodation Units in this building:?
Is this a conversion from a wood burning fireplace to an EPA Phase U device? Yes ( ) No P{
i*'lr*tti*t*nt**ai*rt*t.*r**i!r*ni*t**rrrFOR OFFICE USE ONLY*rir*i**r!i*nin*irririri*rir*rirri*r*ri*
DATE ROUTED:
DATE DUE:
F/everyone/hrms/pl mbperm $vto
PLAN REVIEW COMMENTS & CORREGTTONS, VAIL MOUNTATN LODGE
(FORMER VA|L ATHLETTC GLUB), pERMtT #BO,I-O253, PHASE ill, 352
W. MEADOW DRIVE.
l. Reference Documents. Please refer to plan review report by C-West Code Consultants, Inc.
dated2/14/01, and Davis Parhenhip Architects response datedT/20/0L All comrnitrnents
made in tle response to the C-West plan review report are considered to be conditions of
approval for Permit #B0l-0253. Note that subsequent phases of the Vail Mountain Lodge
project are also subject to the code requirements contained in the C-West Code Consultants,
Inc. report and the requirements listed below.
2. Interpretations. Due to the facts that this is an existing building and this project has had
various previous Town of Vail Design Review Board (DRB) 6d planning and
Environmental Commission @EC) approvals which require a specific exterior appearance
and the use of wood on the exterior, that the building has been the subject of a life safety
analysis and fire protection engineering report by High Country Engineering, and for various
other reasons, the following code interpretations have been made:
a. Type II l-Hour Construction. The building will be considered as having two levels of
basements and four stories, pemritting the building to be classified as Tlpe II l-Hour
construction. Much of the existing building meets the requirements for the next higher
type of construction, Type II-F.R. Notable exceptions are that regularplywood roof
sheathing is in place over much of the roof and most of the floor-ceiling assemblies
cannot technically meet the Tlpe II-F.R. requirements for a 2-hour fire-resistive
assembly primarily due to the webs of the existing steel open web floor joists being too
light in gauge to achieve a 2-hour rating. For practical purposes regarding emergenc:/
access, the fact that a portion ofone side ofthe upper basement exceeds the height above
grade of the UBC defrnitions for basements and stories has little, if any, effect, on
emergency access. See also the High Counfty Engineering fire protection engineering
report dated 10/5/2000 and the previous life safety issues analysis by High Country
Engineering.
b. Exterior lYood. A limited amount of certain types of wood will be permitted to be used
on the exterior, as detailed below.
3. Use of Wood on the Exterior:
a. Siding. All wood siding used on the building, regardless of its location and height above
grade, is to be factory fire-retardant-treated wood meeting the UBC definition and
standard for "Fire-Retardant-Treated Wood" found under Section 207, 1997 IJBC.
Siding is to otlerwise "...be placed either directly against noncombustible surfaces or
furred out from such surfaces not to exceed l- 5/8" with all concealed spaces fire blocked
as provided in Section 708." One way that this requirement can be met is to apply fire-
resistive exterior glpsum sheathing undemeath the siding.
b. Trim. All trim, including fascia boards, is to be at least "2 X" nominal in dimension.c. Ornamentation. Larger wooden ornamentation, i.e., corbels, "brackets," etc. arc to be at
least'? X" nominal material and larger.
d. Soffits. Any wooden horizontal soffits are to be backed by noncombustible materials or
solid "2 X" wood blocking covered by 5/8" exterior fire-resistive g)?sum sheathing with
any wooden soffit materials to be either approved, factory fire-retardant-treated wood OR
treated with an approved, exterior flame retardant featment to achieve a Class *A" (UBC
Class I) flame spread rating.
e. Eaves. All exterior walls are to be built "tight to the deck" to attempt to prevent the
spread ofan exterior fire into the eaves and roofstructure. The underside ofany existing
plywood roof sheathing that is exposed during construction will be treated with an
approved interior flame retardant teatment to obtain a Class "A" (UBC Class I) flame
spread rating. Approved insulation materials will be blown into joist spaces to serve as
fire blocking within the joist cavities of the roof assembly. ln accordance with Section
707 .3, 1997 UBC, kraft paper backing is not permitted to be used in Tlpe II buildings.
Any vapor retarders used must meet the flame spread and smoke developed rating
requirements of Section 707.
f. Guardrails. The proposed rough-sawn-cedar-covered balcony guard rails are EITTIER
to be constructed of approved factory fire-retardant-treated wood OR treated with an
exterior flame retardant teatment to achieve a Class "A" (UBC Class I) flame spread
rating. The flame retardant treatment is also to be protected from ulta-violet degradation
by an approved finish treatnent. The applicant is to follow up by submitting a proposal
for the treatrnent of the guard rail materials to the building official for review and
approval.
g. Shutters. The proposed window shutters are subject to the same requirements as item
'?'immediately above.
4. Miscellaneous. Any and all new wood installed as sheathing, backing, blocking, sleepers,
etc., within assemblies must be approved fre-retardant-treated wood. See Section 603.1,
1997 UBC.
GRG:grg
#\\RsN
Chief Building Official
August 13,2001
Mr.Gary Goodell
Town of Vail Building Departrnent
75 S. Frontage Road
Vail. Co. 81657
Re: Phase III - V Code Review Comments
Vail Mountain Lodge Expansion and Renovation
Dear Gary:
Attached :re responses for Architectural, Structural, Mechanical and Elechical to plan
review cornments dated May L4, zC0L on Full Phase m - V Permit Documents for Vail
Mountain Lodge, Expansion and Renovation. Please see the Phase Itr Permit Documents
Dated August l, 2fi)l for reduced Phase III scope. Items which are no longer included as
part of Phase III work, will be resolved in futurc phases.
ARCHITECTURAL
1, laand lb We are approved to considerthe building as a four story building with the
two Health Club Levels defined as Basements. The grade exceeds 12'{)"
along the south face only above the spa area. This area represents only 28
percent of the total building perirneter. Fires will not be fought from in spa
area, therefore, the Upper I-evel Health Club on Sheet A3-2, should be
considered a basement level. Please see attached letter from Glenn
Hoynoski, P.E. dated October 5, 2000.
On Sheet L2{, the wetlands and the park area to the south is deeded Town
ofVail land and is dedicated open space
On Sheet L2-0, The separation measured to centerline of road on the North
side is 25 feet and on the East side is 3l feet. To the south, the public land is
greater than 60 feet.
On Sheet A3-2, property lines are correct as shown. The Existing parking
garage does extend beyond the property line.
On Sheets A3-3 through 43-6, the renovated areas are provided with
operable windows or doors which meet the egress requirements for Escape
or Rescue windows in sleep rooms. The windows are accessible, by the fire
department, from the garage roof.
N/A Sheets A3-l through A3-7 have been revised and resubmitted to
clarify scope of work for Phase III renovations, dated 08/01/01.
Denver Office: 2301 Bloke Sheet Suile 100 Denver Colorodo 80205-2108 303.861.8555 tox 303.861.3027
VoilOffice:0l37Moin Srra€l UnilCl06 PO 8ox 27ll Edwords Colorodo 81632 970.926.8960 Fox 970 926.8961
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Dovis Portnersh;p PC., Architecls
Mr.Gary Goodell
August 13,2fi)l
Page2
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13
l4
Sheet A5-1. Re-grading and window replacement are part of fururc phases.
Existing windows less than 18" above grade, on the south fagade, will be
replaced with tempered safety glass.
Sheet S4.0. Architect will provide detail for weather proof seal at steel
bearing assembly on top of existing concrete foundation wall to prevent
moisture penetration.
Sheets A5-l and 47-10 have been revised per new phase three scope. Any
walls with in 40 feet of the property line will be One-hour N/C per tables 5A'
and 64. of the UBC. Exterior finishes attached to the walls as defined in
Phase III revisions are to be non<ombustible siding. Please refer to Phase
III Permit Drawings.
Siding above 35" on the North Elevation is non+ombustible siding.
N/A Sheet L1.0. Ramp is not to be completed as part of Phase III work. It
will be completed as part of future phases.
N/A Sheets A3-l and A64. Work is not to be completed as part of Phase
trI. The area is to remain unfinished space for Phase Itr.
N/A On Sheet A3-2 and 46-5. Work is not to be completed as part of Phase
III. The Restaurant area will remain as unfinished space for Phase III.
N/A Sheet A3-3. Work is not to be completed as part of Phase III work.
Restaurant Construction, Stair 208 and Door 308C are part of future phases.
The exiting through Stair 028 is no longer required.
Sheet 46-5. The folding doors are not the main exit. Exiting is through door
200A which is 3?' minimum clear wide and exits to grade. The Folding
doors 20OD -2WE open to balconies approximately 4 feet above grade.
The restaurant space has been removed from Phase III scope. It will be left
as unfinished space.
The doors are part of the existing exit vestibule. The work is not to be
completed as part of Phase III. The renovation to these doors will be part of
phase Four.
N/A Sheet A3-2. Work is not to be completed as part of Phase III work.
Dishwashing Area will be resolved in future phases.
Division 08000, Door, Frame and Hardware Schedules, Division 09000,
Finish Schedule, Division 10520, Fire Protection Specialties, Division 15
Fire Suppression and Division 16 Fire Detection were issued separately.
N/A Project Manual, Division 08960, will be revised to specify glazing
material if sloped glazing is used in future phases. Phase III scope does not
include sloped glazing.
l5
t6
t7
18
l9
IvIr. Gary Goodell
August 13,2001
Page3
20 Sheet Al-l and Specifications will be coordinated in regards to safety
glazing at doors and windows subject to human impact.
2L Specification Section 06105: Wood sheathing and wood subflooring is not
being used.
22 Specification section 06100 Equipment bases and support curbs will not be
rnade ofwood.
23 Specification Section lM20refers to wheelchair Iift located on A3-3 in
Entry, Rm. 334. The lift was completed in prior phases.
STRUCTURAL:
24 The rooftop deck between grids 3 and 4, F and D is the only deck in the
rerraining in the scope which is exposed to snow loads. The following
calculations indicate that this framing has been reviewed for 155 psf snow
load including drift.
25 The generalnotes indicate lfi)psf forroofslopeslessthan orequal to3:12
and 80 psf for slopes greater than 3:12. Neither slope reduction nor live
load reduction was used, as the Town of Vail requires 80 psf as the base
snow load with a separate requirement of 100 psf for roof slopes less tlun or
equal to 3:12.
MECFIAMCAL:
26 N/A Work is not to be completed as part of Phase III work.
27 N/A Work is not to be completed as part of Phase III work.
28 A reduced pressure type bacldlow preventer will be provided to replace the
double check type backflow preventer. This item will be addressed in Phase
III Construction Documents.
29 N/A Work is not to be completed as part of Phase III rvork.
30 The gravity drainage portion of the discharge piping from pump P- I will be
changed to a 4" storm pipe. This item will be addressed in Phase III
Construction Documents.
3l Sump pump P-l serves as the building ground water dewatering system and
is not connected to the sanitary sewer system. Therefore, per Chapter 1l of
the UPC, a vent pipe shall not be required. This item will be addressed in
Phase III Construction Documents.
32 N/A Work is not to be completed as part of Phase Itr work.
Mr. Gary Goodell
August 13,2001
Page 4
JJ
34
35
36
JI
38
39
40
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work'
N/A Work is not to be completed as part of Phase III work'
N/A Work is not to be completed as part of Phase III work'
N/A Work is not to be completed as part of Phase III work'
N/A Work is not to be completed as part of Phase III work'
N/A Work is not to be completed as part of Phase III worlc
Clothes dryer exhaust ducts that exceed 14' will be provided with booster
fans. This item will be addressed in Phase III Construction Documents.
N/A Work is not to be completed as part of Phase III work.
The make-up air for the guest room toilet exhaust will be provided by
undercutting the bathroom doors. The guest room ventilation is provided by
operable windows and doors. This item will be addressed in Phase Itr
Construction Documents.
N/A Work is not to be completed as part of Phase III work.
Combustion air will be provided by Shaw Construction per rnanufactures
requirements.
N/A Work is not to be completed as part of Phase III work.
Existing solid fuel fireplace chimney vent dampers and chimney
construction shall be permanently opened and inspected by Shaw
Construction.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
It is noted on Sheet M4.3 to remove previously abandoned ductwork that is
located above electrical equipment. Therefore, no abandoned ductwork will
remain above electrical equipment. This item will be addressed in Phase III
Construction Documents.
4l
42
43
44
45
46
47
48
49
50
5l
Mr. Gary Goodell
August 13,20Ol
Page 5
52 A duct detector for unit shut down will be provided for relocated MUA-3.
This item will be addressed in Phase III Construction Documents.
53 Make-up air to EF-4, located in the elevator equipment roonL will be
provided with fire smoke damper. This item will be addressed in Phase III
Construction Documents.
54 Architectural Drawings will be revised to show Elevator Equipment room
210 meeting 2 hour rating.
55 N/A Work is not to be completed as part of Phase III work.
56 A lue smoke damper will be provided at tlre'?4" x 48" supply air duct outlet
from the fire rated shaft. This item will be addressed in Phase III
Construction Documents.
57 N/A Work is not to be completed as part of Phase III work.
58 All valving associated with PUMP P-l is accessible via a removable top of
the approximate 4'{" diameter dewatering pit. This item will be addressed
in Phase III Construction Documents.
59 N/A Work is not to be completed as part of Phase III work'
60 N/A Work is not to be completed as part of Phase III work.
6l Design Build Fire hotection Sub Contractor will submit answer.
62 The prpe sizing is hydraulically calculated per NFPA 13. Pipe Scheduling
per NFPA 13, 8-5 is no longer an acceptable manner for sizing piping in
new projects.
63 A 6" reduced pressure back flow prevention is installed in the riser room
(Sheet FP-2). This backflow prevention device services the entire sprinkler
sysrem.
63 The piping at column line 3/IvI is in the garage, dl of the piping in the
garage is existing and will remain in place.
64 N/A Work is not to be completed as part of Phase III work.
65 N/A Work is not to be completed as part of Phase III work.
ELECTRICAL:
66(a) A one line diagram and typical FFU circuit documentation will be provided.
This item will be addressed in Phase III Construction Documents.
66(b) N/A Work is not to be completed as part of Phase III work.
Mr.Gary Goodell
August l3,2Dl
Page6
66(c) Short circuit documentation will be provided. This item will be addressed in
Phase III Construction Documents.
66(d) N/A Work is not to be completed as part of Phase III work.
66(e) N/A Work is not to be completed as part of Phase III work
67 Street lighting circuit requirements will be coordinate with the T.O.V. This
item will be addressed in Phase III Construction Documents.
68 (a), (b) Panel GH2 and H2 circuit documentation will be provided and weatherproof
GFCI receptacles will be used. This item will be addressed in Phase III
Construction Documents.
69 N/A Work is not to be completed as part of Phase III work.
70(a) A one-line diagram will be provided to clarify requirements for the future
condominium units powered from the future MMS. This item will be
addressed in Phase III Construction Documents.
70(b) A oneline diagram will be provided to indicate the power source ofthe
existing club elevator. This item will be addressed in Phase Itr Construction
Documents.
70(c) Elevator pit lighting and receptacle circuit will be document. This item will
be addressed in Phase III Construction Documents.
7l Elevator pit lighting is not connected downstream of GFCI receptacle. A
note will be added to clarify this. This item will be addressed in Phase Itr
Construction Documents.
72 72(a) - 72(D N/A Work is not to be completed as part of Phase III work.
73 See comment#70 (c) above.
74 See comment #70 (c) above.
75 Clarification of circuits 38, q,42 will be provided. This item will be
addressed in Phase Itr Construction Documents.
76 Clarification of Panel HG2 loading will be provided. This item will be
addressed in Phase III Construction Documents.
77 Clarification of Panel II2 loading will be provided. This item will be
addressed in Phase III Construction Documents.
78 N/A Work is not to be completed as part of Phase III work.
Mr. Gary Goodell
August 13,2001
PageT
79
80
8l
82
83
84
85
86
87
88
89
90
9l
92
93
94
95
96
97
98
99
100
101
ro2
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work
MA Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work
N/A Work is not to be cornpleted as part of Phase III work.
Panel FFI location. NEC I 10-26 does not say panelboards cannot be located
behind a door.
N/A Work is not to be conrpleted as part of Phase III work.
N/A Work is not to be completed as part of Phase III work
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase IU work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be corrpleted as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Clarifrcation of elevator equipment room circuit will be provided. This item
will be addressed in Phase trI Construction Documents.
N/A Work is not to be completed as part of Phase trI work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work,
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
Mr.Gary Goodell
August 13,2001
Page 8
103
104
105
N/A Work is not to be completed as part of Pbase III work.
N/A Work is not to be completed as part of Phase III work.
N/A Work is not to be completed as part of Phase III work.
See Item 109.
See Item 109.
Design Build Fire Detection Sub Contractor will submit answer.
Automatic smoke detection will be provided in accordance with NFPA
standards and will be reflected on the revised fire alarm plans.
Audio/visual appliances will be provided in accordance with NFPA standards
and will be reflected on the revised fue alarm plans.
See Item I14.
Please call if you have any questions or concems.
FIREPROTECTION
106 Fire alarm manual pull stations will be provided at all exits at each level and
will be reflected on the revised fire alarm plans.
107 Automatic heat and smoke detection will be provided in elevator shafts and
wilt be reflected on the revised fire alarm plans.
108 Duct detectors will be provided for AHU Unit in Mech. 209 and MAU-I and
will be reflected on the revised fre alarm plans.
109 ffthe doo(s) in question is installed and is a fre door and is required to be
held open, then it will be held open with a rnagnetic door holder and will be
reflected on the revised fire alarm plans.
110
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Jay Peterson
Ray Story
Keith Oxenreider
Clark Atkinson
Brad Staver
Scott Wasson
Bailey & Peterson
Ray Story Architect
Shaw Construction
Shaw Consruction
Beaudin Ganze
Monroe & Newell
v\vml\0022000\admi n\leuer\tov08020 Ldoc
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Bll {.Lrrrrulrp $rrgirrccringFire Prolectiorr anci tsuildir:g Cbdc Consullants
972 Hrvr'. 46, Suite 300. Golden, CO 80404-9886
(Golder: Gat<: Canrrolt Road)
Phcr:e: (303) 6a2-6635 e l?ai: (303) 582-3855
ocToBER 5. 2000
MF. GARY F. GOODELL, C.B.O.
TOWN OF VAIL BUILDING DEPT.
75 S FFIONTAGE RD
vAtL, co 81657
RE: CODE TSSUES
VAIL MOUNTAIN RESORT
Gary:
This ietler is lo respond io issues raised during ihe Town oi Vail review process of the subjectp rolecl.
The f irst issue of concern is the classiiication of the fir$ siory and the impacl upon the reclr;e: Tt,oe
ol. consiruciion' The pJan revieur indicates that ihe Upper Health Ciub level oi ihe project must qualify asa basement. The expressed concern is thai ihe distance above grade f or the f irst fjooi exceeds i z
"ronga relaiivejy small porlion ot the south elevation. \4/e agree tna-t tne UBC is clear in the detinition oi ;applicable slory, however, this inierpretalion for ihis b;ilding seems lmpractical. The UBC Handbooksuggests ihai each case should be judged individually based on characlerisiic's of ihe sile and construclion.
One oi the more significanl concerns is the issue of emergency access lo the building anc iire
f ighting operaljons. According io our review only 28o/o of the overa'il nuitoing perimeler exceeds lhe 1 2,provision exclusively on the south elevalion. lt should be poinled out that the O-uiiCing is primarily accessedby both the public, as well as emergency services on the north, easl and west sides. The south sideadjoining Gore Creek is not generally considered as accessible.
. . . Thg 12' height is exceeded slightJy (16') and does nol exceed 50% of the perjmeler. tn c:rer 1ominimize this condiiion, the grade elevalion will be increased lo salisfy the '12' criteria along ihe south s joe
excepi in lhe area of the outdoor whirlpool, reter to Addendum #2. Since the building is noi readilyaccessible on the south side; the provision for delerminaiion for ciassificalion of the lirst ltory shoutd newaived allowing the building lo be renovaled as Type Jl - .l hour conslruction.
The second lssue concerns the 3-story communicating space which exists between the LowerHealth Club, Upper Health Club, and the firsllloor. lt is recognized that the UBC limils the num::er olcommunicating ievels lo lwo (2). The principai basis for the code restriction is to limit the potenlial ior firespread.lhlough a building, as well as minimize the impact oi smoke travel and the impact on the evacuation
capabiJiiy of the building occupants.
IMR. GAFY B. GOODELL, C.B.O.
TOWN OF VAIL BUILDING DEPT.
CODE ISSUES
VAIL MOUNTAIN RESOFT
ocToBEF 5. 2000
PAGE 2
H eallh Club level and ihe Upper Health Club level. Reler to the partiaibuildini section attached.
Due to lhe limiled size of the opening, it does nol qualify as an atrium per Table 4-A of the UBC.Based upon lhe above, we propose io pro'viOe lhe following'sateguaiJs lo miligale the satety risksassocialed wilh the installation ol the opening between floors:
1- The instailation oi a draft slop localed at lhe ceiiing level of the Lower Heaith Club level with
the installation oi closely spaced 6'o.c. quick response sprinklers around the perimeler.
2' The installalion of passive smoke vents at the ceiling/roof level at the first floor level. These
vents would be aclivated by either ol the iollowing:a. Smoke delectors located al ceiling ol lhe-bar on lhe lirsl floor level.b- Manual switching iocaled at lhe proposed fire command center to be controlled by
lhe fire department personnel.
We believe that the instaliation ot the abov€ safeguards will provide an acceptable equivalency lopermit the above rnenlioned opening between floors andprovide an acceplable level of occupant saleiy.
Please advise if you have any addiiional questions on the orooosed alternatives.
SINCEFELY,
:AA^SUr'**^F
GLENN T. HOYNOSKI, P.E.
PFINCIPAL FIRE PROTECT|ON ENGR.
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VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Applicable Codes:
Drawings dated
Manualdated
StructuralCalcs
Architect:
Mech. & Elec. :
Contractor:
Structural:
Civil:
Basement l-ower Level
Health Club Upper Level
Parking Garage
Restaurant & Kitchen
Main Floor
2nd Floor
3rd Floor
Penthouse Level
1997 Uniform Building Code (UBC)
1994 Uniform Plumbing Code (UPC) (97lPC OK)
1998IntemationalMech Code (lMC) (97 UMC OK)
1999 National Electrical Code (NEC)
CABO/AN S t A1 17 . 1 Accessibility Standards (C/A)
(Per Town of VailAdoption)
Town of Vail
G-West 201084
Code Review
Pg. 1 of 15
Fire Protection: All-State
Code Consultant: High Country Engineering
02t26101
02t05t01
04104101
Davis Partnership
Beaudin Ganze
Shaw Construction
Monroe & Newell
Marcin Engineering
91,609
1
B-1016
No Stamp
PE-l2082
No Stamp
No Stamp
PE22147
A Occupancy Groups: R-1 Apartments Units & Dwelling UnitsS-3 Parking Garage (Underground)A-3 Restaurant, Bar, Health Club, LockersB Offices & KitchenS-1 Storage
Type of Construction : ll - 1 HR Fully Sprinklered
Location on Property :
North : Frontage on East Meadow Drive South : Faces Wetlands & ParkEast: Frontage on VailValley Drive West: Mountain Haus Parcel
D. Summary of FloorAreas : These numbers have been calculated from the floor
plans provided. Note that floor areas are larger than the entries provided in
the Code Analysis on the Index Cover Sheet of the review sets.
B.
c.
FloorArea (sf) Floor Elevation't5,167 8155.33'12.953 8164.83'4.257 8164.83'2,500 8166.33'
'f 6.6s4 8177.33',16,474 8186.83'16,318 8196.33',7,316 8207.33',
TotalBuilding
VAIL MOUNTAIN LODGE
Phase lll-V: brpansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
E. Height & Number of Stories : See Review Comment No. 1
Architectural Review
1. L 2-O: The height of the building needs to be resolved with regard to total
number of stories above grade as altered by the new penthouse units
added to the top floor. UBC 506 & 3403
a) A 5-1 & L 2-0 : Area to be re-graded at the exterior spa pool will
leave this portion of the south yard at Water Elevation = 8160',
which is more than 12 ft. below the main floor at Elevation
8177.33'; thereby disqualifying the contiguous floor level as a
basement. UBC 220 & 208, Definitions of 'Story' and "Grade.
b) The Penthouse additions thereby cause the building to exceed
the maximum allowable 4 story height br an R-1 occupancy in
a Type ll- 1 HR building. UBC 506 & Table 5-8.
2. L 2-O: Veriff that wettands and park area on adjacent property south of the
building is public space usable as an open yard greater than 60' applicable
to floor area increase and fire department approach. Otherwise building
has no usable yard clearance to the property line on this side. UBC 505.1.1
3. L 2-0 : Building requires sufficient open yards on 3 sides to justify allowable
floor area on no more than 4 stories above grade. The parking garage and
Health Club Lower Level are considered below grade. UBC 505.1.2
4. A3-2: The existing underground Garage is shown extending beyond the
North property line into the street ROWat East Meadow Drive. Are property
lines correct as shown? UBC 106.3.1
5. A 3-3 : New Bedroom windows on north side open onto yard supported by
the Garage roof underground. Veriff existing roof is adequate for
emergency rescue by Fire Department to all new windows on this side of
the building, including the new penthouse units. UBC 310.4
6. A 3-1 thru A 3.7 : The keynotes and general notes are the same on each
sheet. Since keynotes are not flagged on the plan; the new work of Phases
lll - V is difficult to separate from existing areas outside of the scope.
Town of Vail
C-West 201084
Code Review
Pg.2 of 15
VAILMOUNIAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,200{
Town of Vail
C-West 201084
Code Review
Pg.3 of 15
7. A 5-1 : South Elevation : Existing windows in South exterior wall of Health
Club Upper Level will require tempered safety glass if less than 18' above
new grade and panels unsupported greater than 9 sq. ft. UBC 2406.4
8. S 4.0 : Sec. 3 : Provide weather proof seal at steel bearing assembly on top
of existing concrete foundation wall to prevent moisture penetration into
buifding through areawell. UBC 1402
9. A 5-1 & A 7-10 : Wood siding is not permitted on the West Elevation on
exteriorwalls less than 40 fi. from property line. UBC 603.3.1 & Table 5-A
10. A 5-2 & A 7-12:Wood siding on North Elevation at new dormers not
permitted more than 35'above grade. UBC 601.5.4 & Table 5-A
11. L 1.0 : New exterior 'l:12 slope ramp will require a handrail on both sides.
uBc 1003.3.4.5
12. A 3-1 & A 6-4 : Two exits from Basement between Grids 11-12 are not
adequately separated. 112 the major diagonal of the basement area served
is approximately 9E'; requiring 49'separation between the exit-access
doorsat 101 &102. UBC 1004.2.3&100/..2.4
13. A 3-2 & A 6-5 : New Elevator opens into the egress route from the
Restaurant (Dining) area to Stair 208. The Elevator opening must be
equipped with a smoke and draft seal; or be separated from the Dining
Room by a Lobby. UBC 1004.3.3.5 & 711.4
14. A 6-6 : Door 308C appears to be a non-conforming required exit for the new
Restaurant occupants trom the lower level. Address door width at top of
stair, minimum width of exit discharge into courtyard between retaining
walls; and the unidentified gate at the end of the walkway. UBC 1003.3.1.3,
1003.3.1.5, 1003.3. 1.8, 1006.3.5.2
15. A 6-5 : The main exit from the Restaurant may be considered the doors
opening onto the Patio. Folding doors are not considered safe for orderly
evacuation during an emergency. UBC 1003.3.1.5
16. A 6-6 : Door 3088 does not provide an adequate landing at the foot of Stair
308. UBC 1003.3.1.7 & 1003.3.3.s
17. A 3-2 : Dishwashing area is not permitted under enclosed Stair 308 above.
uBc 1005.3.3.6
VAILMOUNTANLODGE Town of Vail
Phase lll-V: Expansion & Renovation G-West 201084
East Meadow Drive & Vait Valley Drive Gode Review
May 14, 2001 Pg.4 of t5
18. Specs Table of Contents : The following Sections are noted as not included
in the project manual.
08000 Door, Frame, Hardware Schedules.
09000 Finish Schedule
10520 Fire Protection Specialties
Div. 15 Fire Suppression & Standpipe Specifications
Div. 16 FireAlarm
19. Specs 08960 : Refers to Div. 8, Section for 'Glazing"; not provided. ldentiff
whether glass or plastic to be used at sloped glazing. UBC 2409 & 2603.7
20. A 1-1 : Coordinate specifications and safety glazing requirements at doors
and windows subject to human impact. UBC 2406
21. Specs 06105:Parl1.2. A4& 5:Sheathing and subllooring may not beof
wood in Type ll- I HR building. UBC 603
22. Specs 06100 : Part 1.2. A 1 & 5 : Equipment bases and support curbs may
not be of wood in Type ll - 1 HR building. UMC 308.3
23. Specs '14420 : Calls for wheelchair lifts; not located on drawings. Use as
an egress component is limited by UBC 1104.1.4
Structural Review
24. Structural calculations use 40 psf LL for Residential balconies; same as
interior floors. Minimum 60 psf required by Table 16-A; greater with snow
drifting based on area snow loads. This includes the rooftop balconies
shown on SheetA 5-1. UBC 1608
25. S 4.0 : General Notes : Snow loads call for 100 psf at roof slopes less
than or equal to 3 : 12; and 80 psf at slopes > 3 : 12. Reductions may not
be applied for slopes less than 4,36 : 12; i.e. 20" from horizontal. UBC
1614
Mechanical Review
26. M 1 . 1 . Provide trip lever on wide side of handicapped water closet stall
(CABO/ANSI Al 1 7. 1-1 992, 4-17.5).
27. M2.3, M2.4, M2.5. Required fire rating of rated conidors and floor to floor
separation shall be maintained at alltimes during construction within
occupied building (UBC 71 0. 1 1, 713. 1 0).
VAIL MOUNTAIN LODGE
Phase llt - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
Torm of Vail
C-West 201084
Code Review
Pg.5 of 15
2g. M3.1. Provide reduced pressure backflow preventer in lieu of double check
valve shown on domestic water service (UPC 602.3).
29. M3.1. 2" vent serving 4" P-10 floor drain is undersized and should be
increased one pipe diameter. 4'waste outlet normally requires minimum
2' vent. However, excessive length of 2" vent shown requires pipe upSizing
to next recognized diameter (UPC Table 7-5).
30. M3.1. P-1 discharge piping is too smallto be considered gravity drainage
piping. specified s-9 gpm equals 78 fixture units, requiring a 4" gravity drain
bi UFC Table 7-5. Rtt'2" pSr piping from P-1 shall be rated for anticipated
flow and pressure (UPC 703.2, 710.5, 710.7)'
31. M3.1. Sump for P-1 shall be vented (UPC 710.10).
34.
32.
33.
35.
36.
M3.1. 2' vent may not be reduced in size to 1-112" V (UPC 31 1'5)'
M3.1. Provide cleanout on two 2' vents originating from grease interceptor,
following vent rise through grade (UPC 905.3).
M3.2. M3.3. 1-1l4" MG is undersized for gas load and length of piping to
kitchen and should be increased in size (UPC Table 12-4).
M3.3. Clarify gas flow rate at Hors Dourves Range (UPC 103'2'3)'
M3.3. Minimum vent size at 4' P-9 and 4" P-10 equals 2" diameter (UPC
Table 7-5).
M3.3. Length of horizontal 1-1t2'V originating from P-8 at column lines U11
exceeds allowable maximum length (UPC Table 7-5).
M3.3. Provide cleanout at Bath 114 waste branch (UPC 707'4)'
M4.3, M4.5, M4.6, M4.8. Provide smoke deteCtor within 5'0' of all fire smoke
dampers (UBC 71 3. 1 0, 7 13.1 1l'
40. M4.3, M4.4. Glothes dryer exhaust duct limited to 14'length with (2) two 90o
elbows (UMC 504.3.2).
41. M4.3, M4.4. Clarifi outside air quantity to CUH-4 (UBC 1202'2'1)'
42. M4.3, M4.4, M4.5. Clariff source of make up air to guestroom toilet exhaust
system (UMC 402.4).
37.
38.
39.
VAILMOT,|NTANLODGE
Phase lll-V: Expansion & Renovation
East Meadow Ddve & Vail Valley Drive
May 14,2001
Torn of Vail
C-West 201084
Gode Review
Pg.6 of 15
43. M4.3, M4.4, M45, M6.1, M6.2. Sanitary vent below fixture flood rim level not
allowed unless required due to structural conditions (UPC 905.3)'
44. M4.3, M4.4, M4.5, M4.6. Provide combustion air to gas fireplaces (UMC
901.2,901.3).
45. M4.3, M4.4, M4.5. Allductwork penetrations of fite rated occupancy
separation shall be provided with fire smoke dampers (UBC 713'10'
713.1't).
46. M4.9, M4.4, M4.5. Existing solid fuel fireplace chimney vent dampers and
chimney construction shall be permanently opened and inspected prior to
conversion to gas use (UMC 813.2,901.2).
47. M4.3, M4.4, M4.5. Clarify all natural gas pipe loading to fireplaces and
miscellaneous gas appliances such as ranges and boilers and total gas
loads such that gas pipe sizes may be reviewed for code compliance (UPC
1217.0).
48. M4,6. 2'horizontal storm drain is not a recognized size. lncrease horizontal
storm drain to minimum 3" diameter (UPC Table 11-2).
49. M4.6. Length of 1-112',vent above Bedroom 610A exceeds allowable
horizontal length and must be increased in diameter one pipe size (UPC
Table 7-5).
S0. M4.6. Outlet of grease exhaust fans shall be located 24' above all building
construction within 10' (UMC 507.1 1).
51. M4.8. Ductwork may not remain abandoned above electric panels (NEC).
52. M4.8. Provide smoke detector in s.A. duct of relocated MAU-3 (UMC 608.0).
53. M4.9. Provide make up air to EF-4 in elevator equipment room (UMC 402.4).
54. M4.9. Elevator equipment room shall have fire rating at least equal to
elevator shaft served (ASME A'17.'1,101.1a).
55. M4.9. Provide fire rated duct cleanouts in grease exhaust duct systems
(uMc 507.s, 5o7.7).
56. M4.9. Provide fire smoke damper at24" x48" S.A. exit from duct shafi (UBC
713.10,713.11).
VAILiTPUNTAIN LODGE Town of Vail
Phase flt -V : Expansion & Renovatlon C-West 201084
East Moadorv OnVe a Vail Valley Drive Code Review
May 14, 2001 Pg' 7 of {5
57. M4.9. Provide minimum 3' high pad below condensing unit cu-1 (uMC
110s.2.1).
58. M5.1. Check valves and gate valves at P-1 should be accessible (UPC
7',10.4).
59. M6.2. Clarify size of vent from P/13 into riser P/14 (UPC 103.2.3).
60. Not Used.
61. FP-2. Pipe sizes shown are too small for pipe size s_clredule compliance'
Provide hydraulic calculations to justiff pipe sizing (NFPA 13, 8-5)'
62. Fp-3. provide reduced pressure backflow preventer on sprinkler piping with
glycol (UPC 603.4. 18.3).
63. FP-3. Clariff missing piping at approximately column lines 3/M (UPC
103.2.3).
64. F3-0.1. Plumbing notes, number 1 1 indicates the need for gas pressure
regulator for each piece of kitchen gas equipment. Plumbing drawings
sh-ould be revised io show location of each regulator with appropriate
venting to atmosphere. (UPC 1218.0).
65. FS-1.2, FS1.3, FS-1PP. Food service drawings appe{ incomplete' clarify
description of keynotes used on plans (UMC 113'5, UPC 103'2'3)'
Electrical Review
66. GeneralComments (E2.1 through E3.5):
a) Document the complete electrical system one-line diagram and
load summary from the load panelboards back to the main
service to demonstrate compliance with NEC Article 220 and
NEC 215-5. Show wire and conduit sizes, equipment ratings
and the loads at each panelboard, distribution panel and the
main service. Document each component of load with the
applicable demand, continuous, and largest motor factors'
b) Document guest room panelboard loads and compliance with
circuiting requirements per NEC Article 210 and 220.
VAIL IUOTJNTAIN LODGE
Phase lll -V : Expansion & Renovation
Eaet Meadour Drive & Vail Valley Drive
May 14,2001
c) Document the available short circuit current and equipment
short circuit ratings for new panelboards and feeder
replacements per NEC 110-9 and 110-10.
d) The drawings are difficult to read, the background line weights
do not appear to be any different than the device line weights'
Also, the symbols in the legend on sheet E1.1 are heavy line
weights that make is difficult (at bes$ to distinguish the
differences. In addition, the symbol size in the legend is very
small. For example, the difference between GFl, isolated
ground and other receptacles is not distinguishable.
e) Fire alarm and detection system division 16 specifications are
not included with the construction documents. Document that
fire alarm system shop drawings will be provided per UFC
1007.3.1. Also, document acceptance testing of the fire alarm
system in the presence of the chief and certiffing to the chief that
the system has been installed in accordance with the approved
drawings and sPecifications.
67. E1.2. Reference notes 3 and 4 for street lighting. Document the power
souroe, load and feeder sizes to demonstrate compliance with NEC Article
210 and 220.
68. E1.2 and E2.3. Reference note 6 0n E1.2 and notes 19 and 20 0n E23
regarding X-MAS lighting circuits.
a) Document panelboard GH2 andH2 branch circuits and loads
per NEC Articles 210 and 220; reference the above general
comments.
b) Document that weatherproof receptacles will be provided in
compliance with NEc 410-57(b); notes only call for termination
of circuits.
69. E1.2 and E2.7. Document panelboard SPA branch circuits and loads per
NEC Articles 21O and 220; reterence the above general comments.
70. E2.1. Reference flag notes 2, 4, 5, 6, and 7 and plan notes'
a) Document the oneline diagram, branch circuits and loads for
future MMS (multipte meter stack), panel W (panel schedule only
shoan on sheet E2.1K), relocated H.C.E pad mounted
transformer, panel K1 and K2 (panel schedules only shown on
8
Town of Vail
C.West 201084
Gode Review
Pg.8 of 15
VAtLitOt NTA;NLOD6E Tottm of Vail
Phase lll -V : Expansion & Renovation C'West 201084
East Meadow Drive & Vail Valley Drive Gode Review
May 14,2001 Pg' 9 of 15
sheet E2.1K), and downstream feeders from MMS to
condominiums GS-S, GS-6, C5-1 and C5-2; reference the above
general comments.
b) Document the one-line diagram and load for the elevator
connections to the club switchboard; reference the above
general comments.
c) Document the circuit and load for the elevator pit lighting and
receptacle per NEC Article 220 and NEC 620-24.
71. E2.1. Document that the elevator pit light is not connected downstream of
the GFCI receptacle per NEC 620-24(a).
72. E2.1K Reference kitchen detail2, food service equipment load schedule
and panelboard schedules:
a) Document the minimum circuit ampacity and maximum
overcurrent device for item number 2, treezer refrigerator system
(circuit K1-9,11), per NEC 440-35 and 44O-22(c); 40A breaker is
shown for#10 conductors and load is 21.4A.
b) Document the feeder conductors for item 19, cook & hold oven
(circuit K1-23, 24), per NEC 240-3; a load of 38.5A (8 kWat
208V, 1-phase) with 50A circuit breaker.
c) Document that the feeder to item 37, booster heater (circuit K1-
20,22,24), complies with NEC 422-10;40A circuit shown and
equipment is rated for 33.34 (12 kW at 208V, 3-phase, 33.3 x
1.25 = 41.64).
d) Document that the feeder to item 41, ice machine (circuit K1-26,
28), complies with NEC 2a0€(d); 25A circuit breaker shown for
#12 conductors and load is 12.8l.,
e) Document that the feeder to item 45, coffee brewer (circuit K2-5
,7), complies with NEC 2a04@);40A circuit breaker shown for
#10 conductors and load is 28A.
D Document that the feeder to item 46, ice tea dispenser (circuit
l(2-9), complies with NEC 240-3(d); a 25A circuit breaker is
shown for #12 conductors and the load is 1.7 kW.
VAIL MOUNTAIN LODGE
Phase lll - V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2001
73. E2.2. Document the feeder source and load for the elevator pit lighting and
receptacle per NEC Article 220; only nearest 120V circuit indicated. Nearest
suitable 120V circuit should be identified by the design engineer.
74. E2.2. Document the feederforthe elevator machine room 210 receptacle
and lighting per NEC Article 22Otoroompliance with NEC 620-23(a).
75. E2.2. Reference EF-1 (stair 202). The 154/3 pole circuit breaker shown
panel W-3, circuits 38, 40, and 42, does not comply with NEC Article 430;
17.5Ashown per phase.
76. E2.2. Reference flag notes 1, 6, 7, and L Load is shown added to panel
HG2 and the panel schedule with branch loads and load summary is not
shown; reference the general comments above.
77. E2.2. Reference flag note 2. Reference the area enclosed by flag note 2.
New circuits are shown to panel H2; however, they are not identified in the
panel schedule on sheet E2.8.
78. E2.3. Document new panelboards A and G1A branch circuits and loads per
NEC Articles 210 and 220; reference the above generalcomments.
79. E2.3. Document panelboard H3 (flag note 6) and G2 (flag note 15) branch
circuits and loads per NEC Article 210 and 220; reference the above general
comments.
80. E2.3, E2.4, E2.5, E2.6 and E2.7. Reference egress path lighting. Document
that the wiring for the emergency egress lighting and exit signs in corridors
and other egress paths complies with NEC 700-12(e) for unit equipment
wired to the same circuit as the normal lighting, and NEC 700-16 fortwo
lamps so that the failure of any individual lighting element will not leave the
area in total darkness.
a) E2.3. The FS emergency cove fixtures in conidor 300 only have
one lamP.
b) E2.3. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
c) E2.3. Document emergency egress lighting in vestibule 344
and stairs 308 per UBC 1003.2.9.2; nothing shown.
Town of Vail
C-West 201084
Gode Review
Pg. 10 of 15
10
VAILMOUNTAINLODGE Towt of Vail
Phase fll - V : Expansion & Renovation C-West 201084
East Meadow Ddve & Vail Valley Drive Code Review
May 14,2001 Pg. 11 of 15
d) 82.3. Document emergency egress lighting over the exterior
stairs, outside of vestibule 344 at column lines F, G and 13, per
UBC 1003.2.9.2; nothing shown.
e) E2.3. Document emergency egrcss lighting in elevator lobby;
see flag note 6.
t) E2.4. Document emergency egress lighting in elevator lobby;
see flag note 6.
g) E2.4 The F5 emergency cove fixtures in conidor 400 only have
one lamP.
h) E2.4. The emergency lighting and exit sign circuiting is not
shown in corridor 300; the normal lighting circuiting is also not
shown.
i) E2.5. The F5 emergency cove fixture in corridor 500 only have
one lamp.
j) E2.5. The emergency lighting and exit sign circuiting is not
shown in corridor 500; the normal lighting circuiting is also not
shown.
k) E2.5. Document emergency egress lighting in elevator lobby;
see flag note 4.
l) E2.6. The F5 emergency cove fixture in conidor 600 and hall
622only have one lamp.
m) E2.6. The emergency lighting and exit sign circuiting is not
shown in corridor 600 and hall 622; the normal lighting circuiting
is also not shown.
81. E2.3. Reference flag note 16. The feeder noted from H3 to A does not
comply with NEC 240-3; #1 conductor (rated for 130A at 75 degrees C)
shown protected by 150A breaker.
82. E2.3. Reference panels H2 and H2A, flag note 17. Document the one-line
diagram per NEC 215-5 (schedule shown on E2.8); reference the above
general comments.
11
VAIL i]IOUNTAN LODGE
Phase lll -V : Expansion & Renovation
East Meadow Drive & Vail Valley Drive
May 14,2fill
83. E2.3. Reference flag note 1 1. Document the branch circuit and load per
NEC Articles 210 and 220; note indicates connection of lighting to existing
circuit,
84. E2.4. Document panelboard G2, G2A, FF1, and FF2 branch circuits and
loads per NEC Article 210 and 220:. reterence the above generalcomments.
85. E2.4. The location of nerrrr panelboard G2 does not comply with NEC 110-
26; the panel is located behind conidor doors to elevator.
86. E2.4. Further document the location of panel FFI at column lines F-l1 and
document compliance with NEC 110-26; the panelboard appears to be
located behind a door.
87. E2.4. Document flag notes 13, 14 and 15 on plan; nothing shown. Also,
document the panelboard branch circuits and load per NEC Articles 210
and 220; reference above general comments.
88. E2.5. Document new panelboard G3 and existing panelboard PGS branch
circuits and loads per NEC Article 210 and 220; reference the above general
comments.
89. E2.6. Document new panelboard G4 branch circuits and loads per NEC
Article 210 and 220; relerence the above general comments.
90. E2.6. The location of new panelboard G4 does not comply with NEC 110-
26; the panel is located behind door.
91. E2.6. Reference flag note 10. Document the source panel for DC-S and
panelboard load calculations per NEC Articles 210 and 220.
92. E2.7. Reference detail 2. MAU-4. Document the branch circuit feeder and
compfiance with NEC Articles 220 and 430.
93. E2.7. Reference detail 2, AHU-1. Document the branch feeder breaker
rating and compliance with NEC Article 430.
94. E2.7. Reference detail 2, emergency lighting circuit for dining room 200.
Document the branch feeder and load of existing circuit for connection per
NEC Article 220. Also, document compliance with NEC 700-'12(e),
emergency lighting not shown connected to normal lighting circuit.
95. E2.7. Reference detail 1, emergency lighting circuit for wine cellar, passage
and elevator lobby. Document the branch feeder and load per NEC Article
12
Towr of Vail
G-Weet 201084
Code Review
P9.12 of 15
VAIL MOI,TTAIN LODGE
Phase lll-V: Expansion & Renovation
East Meadow Drive & VailValley Drive
May 14,2001
220; panel and circuit not shown. Also, document compliance with NEC
700-12(e), emergency lighting not shown connected to normal lighting
circuit.
96. E2.7. Reference detail 2. A separate circuit is not shown for elevator
equipment room 210 per NEC 620-33(a).
97. E2.7. Reference detail 1, equipment CU-1. Document the equipment load
and feeder rating per NEC Article 424.
98. E2.8. Reference the'Partial Main Level Electrical Plan'detail. Emergency
egress lighting is not shown for stairs 301 per UBC 1003.2.9.2. Even if the
stairs are not part of the required egress system they are an occupied part
of the building and may be in use; UBC 1001.1.
99. E2.8. Panel schedule H2A does not appear to be complete; document all
foads and the load summary per NEC Article 220. For example, circuits
H2A-19, 21 for equipment 101 is not shown.
100. E2.8. Reference the "Partial Main Level Electrical Plan' detail. Equipment
mark numbers and circuiting for 86, 90, 93 and 119-133 (with electrical
loads) are not shown on the plan. Document the circuits and loads to
demonstrate compliance with NEC Articles 210 and220,
101. E3.1 through E3.5, and E1.1. Reference guest room details and lighting
fixture C4 located above tubE and showers. Document that the fixture is
'suitable for Wet Locations' per NEC 410-4(a); not indicated on fixture
schedule sheet E1.1.
1O2. E3.1 through E3.5. Reference guest room details. Document the circuiting
for all receptacles to demonstrate compliance with NEC 210-60; some
receptacles are not circuited.
103. E3.1 through E3.5. Document that the type C13 lighting fixture as used in
the balcony is "Suitable for Damp Location' per NEC 4104(b); not indicated
on fixture schedule sheet E1.1. Reference detail 1, unit 313a on sheet E3.1
for example.
104. E3.3. Reference panel FFU414, detail 1. The panelworking space is
obstructed by the laundry room doorwhich does not comply with NEC
1 10-26.
105. E3.5. Reference detail 1, unit 5158 electrical plan. Nothing but background. plan is shown; appears to be unfinished.
13
Town of Vail
C-West 201084
Gode Review
Pg. 13 of 15
VAILi]|oUNTAINLOI'GE
Phase lll -V: Expansion & Renovatlon
East MeadorDrive & Vail Valley Drive
May 14,2001
Tom of Vail
C-West 201084
Code Revbw
Pg. 14 of 15
106. FP-2 through FP-7. Fire alarm system manual pullstations are not shown
at allstairs and exits at each level per UFC 1007.3.3.1.
'107. FP-2. Coordinate elevator #1 and #2 shaft detec{ion with the chief; nothing
shown.
108. FP-3. Document that the duct smoke detector in mechanical 209 is for the
AHU-1; unit rated for 6850 cftn. Document duct smoke detector br MAU-1
per UMC 608; unit rated for 7600 cfm.
109. FP*4. Clariff and document the magnetic door hold open and smoke
detec'tor location shown at the bottom of strair 328; no door shown on
architectural plan sheet A3-3. Door schedule for project is not provided.
110. FP-,4. Clarify and document the magnetic door hold open shown at column
lines G-12; document what doors hold open is applied to. Also, no smoke
detection shown.
111. FP6. Coordinate and document the conidor double door at column lines
G-4; the location does not match the architectural drawing A34. Also,
coordinate the additional magnetic door hold opens shown in corridor 500
at column lines G-5, G-7, and at the top of the stairs at approximately G-10.
112. FP-7. Coordinate and document the floor plan background between
column lines G-2 to G-5; the floor plan does not match the architectural
drawing A3-6.
1 13. FP-7. The smoke detector at column lines F-5 in conidor 600 does not
provide @verage all the way back to the door at column line G4 per NFPA
72,2-3.4.5.1.2 & UFC STD. 10-2; the distance to the door exceeds 21 feet
from the detector.
114. FP-7. Fire alarm system visible notification devices are not located within
1 5' of the ends of conidor 600 (near column lines F-5 and F-9). CIA 4.26.3
1 15. FP-7. A fire alarm system visible notilication device is not located in the
elevator lobby 616 per UFC 1007.3.3.3.4 &CIA4.26.3
C-West Code Consultants
2801 Youngf,eld Street, Sulte 300
Golden,Colorado 804{ll
Tele : 3|t3 205-7860Fax: 303 237-{1023
E-Mall : stevo@c-westcode.com
www.c-wostcode.com
14
TOIVN OF VAIL DEPARTMENT OF COMMUNITYDEVELOPMENT
75 S.FRONTAGEROAD
vArL. co 81657
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D0l-0031
Job Address: 352 E MEADOW DR VAIL Status ' ' ' : ISSLJED
location.......: 352 E MEADOW D& VAIL ATHLETIC CLUB Applied. . : 0712912001
ParcelNo..'.: 210108255000 Issued' ' ': o7/3ll2o0l
ProjectNo.: ?? ('/-Acn=O(L(? Expires"': 0112712002
ovtNER VAIIJ ATHLETIC CLITB & SPA O7/29/200t Phone: 970-476-]-997
285 BRIDGE ST
VAIIJ, CO
91657
License:
CONIRACTOR SHAW CONSTRUCTION COMPANY 01 /29/2001- Phone:
760 IiORrZON DR
GRA}ID iIIJNCTION CO
s1506
License: 108 -A
APPIICAI{T SHAW CONSTRUCTION COMPANY 07 /29/200L Phone: 970-242-9236
760 HORIZON DR
GRAIID JI'NCTION CO
81506
License r
Desciption:
VML PHASE In DEMOLTTION. See plans dated 711610l.
Occupancy: Rl Multi-Family
TypeConstruction: II l-HR Typell l-Hour
Type Occupancy: ??
Valuation: $300'ooo.00 Add Sq Ft: o
Fireplnc€ lnformttion: Restric{eit # ofGas Appliances: 0 # ofcas l'ogs: 0 -{ of-Woo-d,P€llcl: 0
atlrlrtlrlrrlratrrrartaiaaraararrrraaaaaaaaaaa'trrrra,ra*a*rrrraar*aa FEE stTMMARY *rttttlt***tltittttt**'ltt'l"lt'1"'l'*lt'*"t*tl""t'l"tl
Buit<ting-> s1,540 . oo Reduarant Plan Review-> so . oo Total cdculalcd Fe€s-> s2 ' 7'{ ' 00
Plan Check-> S1,OO1.OO DRB Fe€---> S2OO'OO Addilional Fees-> 50'00
fnve$igrtion-> 9O.OO R€cfeation Fe6---> so.oo Tolal Permit Fee--> l2'744'OO
Will CaU-> $3 . Oo Clean-up Deposit-> 90 ' oo Payments.-.-> S2 ' ?{' ' 00
TOTALFEES-> 92, ?44 . oo BALANCE DUE--> 50.00
tl+*'itti+|r'lll|.''|||||||||||l|l|'|tl|]tit't.'ll|||||||||***l...iil|..|
Approvals:Ii.6m: 05100 BUII-'DING DEPARl'l'tElfit
O7/29/200a GRG Action: AP
IIEM: O54OO PI.AI{NING DEPARTMB(I
07/3]-/2001' George Action: AP
IIEM: 05600 FIRE DEPARTMENT
O7/3L/2OOL nrvaughan Action: AP subject tso field
inepecbions
PAGE 2
t*****{r*If *ttlll****t****it**|*:}********t **** | {r**'* * * **** * * *:ttr * * tl**'* *'} *l * * *:t* *,t't'}*****l*'} * **:l **l*'} * a******
CONDITIONS OFAPPROVAL
Permit#: D0l-0031 asof07-31-2001 status: ISSUED
,t,t ** *****'t:t **'t* ****!t** **,t*** * * ** * *,t***** * ** {. *t* +* * *!t*** *** * ** *** * 'i * *** 't * * * * * ** ***** *{r 'f '} * * {t '** **'* t ***it * tl 'r'}
Permit Type: DEMO. OF PART/ALL BLDG. Applied: 0712912001
Appliiant SHAW CONSTRUCTION COMPANY Issued: 07/3rl2g0l
970-242-9236 o ExPire: 0112712002
Job Address: 352 E MEADOW DRVAIL
location: 352 E MEADOW DR VAIL ATHLETIC CLUB
ParcelNo: 210108255000
Description:
VML PHASE III DEMOLITION. See plans datd711610l.
Conditions:
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORKCAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQLJIRED TO CHECK FOR CODE
COMPLTANCE.
Cond: 14
(BLDG.): ALL PENETMTIONS IN WALLS,CEILINGS,AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond:20
@LDG.): FIELD INSPECTIONS BY FIRE AND BUILDING DEPARTMENTS
INE REOIIRED TO CHECK FOR CODE COMPLIANCE BEFORE BEING USED
FOR OCCCI.JPANCY.
Cond: 9
(PLAN): Prior to the issuance of a final csrtificate of
occupancy, the applicant shall have completed all site and
landscaping improvements as shown on the approved DRB plans.
Cond: CON0004913
Contractor must coordinate closely with TOV Fire Dept. &
Bldg. Safety to prevent false alarms and to ensure that
required emergency exits, signage, etc., are available at
all times during demolition ad consfruction.
Item: 05500 PITBLIC WORKS' oii lto lzoo1 Ls
PARKER REGARING STAGING
CONTRACTOR IS TO SET I'P
Action:
ISSITES.
FENCE PER
HAVE MET WITII MIKE
LAST YEAR APPROVED PIJAI{'
See page 2 ofthis 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 requird completed an accurat,e plot plan, and
state that all the information as required is correct. I agree to comply with the information and plot plarL to comply with all Tovm
ordinances and state laws, and to build this struchre according to the towns zoning and subdivision codes, desigr reviqw approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
REQI.JESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN
Send Clcen-up Deporlt To: N/A
OUR OFFICE FROM 8:00 AM - 5 PM.
CTORFORHMSELFAND OWNE
TOWN OF VAIL DEPARTMENT OF COMMT]NITY DEVELOPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT PErMit #: MOI-0088
Job Address: 352 E MEADOW DRVAIL Status...: ISSLIED
Location.....: 352 E MEADOW DR, VAIL ATHLETIC CLUB Applied . . : 06108/2001
Issued. . : O6lll/2001
Expires. .: 12/0812001ifrj'3,\:; ?ilitiY\ta-b
OI{NER VAIL, ATIILETIC CLIJB & SPA 06/08/200! Phone: 970-416-a987
285 BRIDGE ST
VAILJ' CO
8165?
License:
CONTRACTOR HE"ARTH EXCHANGE, INC. (rHE) 06/08/200L Phone: 970-527-9623
P.O BOX 670
MINTURN, CO
8154 5
License:174-M
APPI-,ICAI{T HEAITTH EXCIIAI.IGE, INC. (TIIE) 06108/2001 Phone: 970-827-9623
P.O BOX 670
MIN|T'RN, CO
8154 5
Licenge: 1?4-M
Desciption: INSTALLATION OF A DIRECT VENT GAS F/P IN THE RESTAURANT
Valuation: $3,700.00
Fireplace Infonnation: Restricted: Y # ofors Appliances: O # ofGas Logs: o ....tof Wood Pellcl: o
*r*it*+rrr*rrrttr**rrr*a,rt****,iittt*
Mechanical-> S8o.oo Reshraranl Plan Review-> $o.oo Total Calculated Fees--> S103'00
Plan Check-> S2o . oo DRB Fco-----> So ' 00 Additional Fees-_-'-> S0 . 00
Inveetigation-> 9o.oo TOTAL FEES---> S1o3.oo Totrl Ps:nit F€e------> $103.00
Will Chll-> 93. oo Pelrnenis- > 5103.00
BALAI{CE DUrE_> S0.00
:ttaaalaaalt*tttltlt'l'r*|***|rattttaaaItemr 05100 BUILDING DEPARTME'IT
o6/tl/2o0L df Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDCI.)r FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIICE.
Cond: 22
(BL,DG.): COMBUSTION.A,IR IS REQUIRED PER SEC. ?0L OF THE 1997 UMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BI.DGI.): INSTAII,ATION MUST CONFORM TO MANTTFACTURES INSTRUCTIONS AND TO CTIAPTER
10 OF TIIE 1997 IJMC, CHAPTER 10 OF TIIE 1997 IMC.
Cond: 25
(BI-,DG.): GNS APPI-,IADICES SHAI,T., BE VE}ITED ACCORDING TO CHAPTER 8 A}ID SIIAI-'rL
TER$TNATEAS SPECTFTED IN SEC.806 OF TIIE 199? UMC, OR CHAPTER I OF TIIE 1997 rMC.
Cond: 29
(BL,DG.): ACCESS TO HEATING EQUIPMEIIT MUST COMPLYWITH CHAPTER 3 AIID S8C.1017 OF
THE 1997 IJMC AND CHAPTER 3 OF TIfi 1997 TMC.
Cond: 31
(BL,,DGI. ) : BOILERS SHAIJIJ BE MOIIrflTED ON FLOORS OF NONCOMBUSTIBLE CONST. ITNLESS
LISTED FOR MOIJTITING ON COMBUSTIBI-,E FI-,OORING.
Cond: 32
(BLDCI.): PERMIT,PLAI.IS AIID CODE AI'IAIJYSIS MUST BE POSTED IN MECHAI.IICAL ROOM PRIOR
TO A}I INSPECTION REQI'EST.
Cond: 30
(BLDG.): DRAINAGE OF MECHANICLL ROOMS CONTAINIIIG HEATMG OR HOT-WATER SITPPLY
BOII_,ERS SHAI_,L BE EQUIPPED WITH A FT.,OOR DRAIN PER SEC. L022 OF TIIE 1997 IJMC, OR
:'""f'*I'::".i;-l--3lr-TH.i?.t-]'."lli-;'***r****'r,r,r.,rr.*r'r*'r**:|:,*.r*'..*......'**'...."r."*r*.'1......**..'ar.trrti..r.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll 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 rwiew approvd
Uniform Building Code and other ordinances of th€ Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOI]'R HOIJ'RS tN ADVANCE BY TEIJPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
OF OWNER OR CONTRACTORFORHMSELF AND OWNE
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 8I657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M0l-0087
Job Address: 352 E MEADOW DRVAIL Status . . . : ISSUED
Location.....: 352 E MEADOW D& VAIL ATHLETIC CLUB Applied . . : 06/08/2001
ParcelNo...: 210108255000 Issued. . : 06lll/2001
ProjectNo: ExPires..: l2l08l200l
OWNER VAIL ATHLETIC CLIIB & SPA 06/08/200L Phone: 970-476-L987
285 BRIDGE ST
VAIIT, CO
816 57
Lricense:
COMrRAIOR HEARTH EXCHAIiIGE, INC. (THE) 05/08/200L Phone: 97O-927-9523
P.O BOX 670
MINTURN, CO
81645
License: L74-M
APPLTCNTI HEARTH EXCIIAIIGE, rNc. (TIIE) 06/08/2001 Phone: 910-827-9623
P.O BOX 670
MINTT'RN, CO
8r.545
LicenEe: L'74-M
Desciption: DEMO/FOUNDATION AT NE,SE & EAST END, INTERIOR AND EXTERIOR
WORK.
Valuation: $4.900.00
Firepface lnformalion: Restristed: Y # ofGas APPliances; O # ofGas l,ogs: 0 # of- Wood Pellet: 0
*......+'..:'......|....:l+tt+|t*|***tll'*tl,|l''||i|t,t1****tt*****t*l.....FEEsI.JMMY
Mechanical-> S10o.oo R€gtuarant Plan Review-> So.oo Tolal Calculaled Fees-> $128.00
plan Check-> S25 . oo DRB Fee--*> 90. OO Addilional F€es.._----> S0 . 0O
tnvestigatior-> so . oo ToTAL FEES-----> $128 . 0O Total Pemit Fee-----> s128 . 00
Will Catl-> 53 . OO Payment5--"'---'--__> 9128 . 00
BALANCE DUE-> 50.00
Item: 05100 BUILDING DEPARTMENT
o6/La/20ot df Action: AP
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG. ) : COIIBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1.997 IJMC, OR SECTION
701 0F THE 1997 rMC.
Cond: 23
(BI-,DCI. ) : TNSTALLATION MUST CONFORI.I TO MANUFACTI'RES INSTRUqTIONS Ar'ID TO CHAPTER
10 oF THE 1997 UMC, CHAPTER 10 OF TIIE 1997 rMC.
Cond: 25
(BI-,DG.): .GAS APPLIAIICES SIIALL BE VEI{TED ACCORDING TO CHAPTER 8 AND SHALL
TER.I,IINATE AS SPECIFIED IN SEC.806 OF TIIE 1997 UMC, OR CIIAPTER I OF TIIE 1997 IMC.
Condr 29
(BLDG.): ACCESS TO HEATING
THE 1997 I'MC A}ID CHAPTER 3
Condr 31
(BL'IDC!.): BOILERS SHAI-,L BE MOUI{IIED ON FIOORS OF NONCOMBUSTIBIJE COIIST. IINI-,ESS
I.,ISTED FOR MOI]NTING ON COMBUSTIBLE FI-,OORING.
Cond: 32
(BLDG.): PERMIT,PLAIIS AI'ID CODE ANALYSIS MUST BE POSTED IN MECIIANICAI ROOM PRIOR
TO AN INSPECTION REQI'EST.
Cond: 30
(BL,DG.): DRAINAGE OF MECHAIIICAL, ROOMS CONTAIIIING HEATING OR HOT-WATER SUPPLY
BOTLERS SmLL BE EQUTPPED WITH A FIOOR DRArN PER SEC. L022 OF TI{E 1997 IJMC, OR
sEcTroN 1004.6 0F THE 1997 rMC.
t||||.ttt*ftt|||t||ti|||'|..||||'|l||||||||||'|*||'|**|||||||||*l|||||t|||*'.,t|.*.'l|||..'
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in ftll the infonnation required, completed an accurate plot plan, and
state that all the information as required is correct. I agreo 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, desigr rwiew approvd
Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOLIR HOLTRS IN ADVANCE BY
EQUIPMENT MUST COMPLY I{ITH CHAPTER 3 A}ID SEC.1O17 OF
OF TIIE 1997 IMC.
AT 479-2138 OR AT OLrR OFFICE FROM 8:00 AM - 5 PM.
CTORFORHMSELF AND OWNE
Building Permit #:
Medtanical Permit #:
75 S. Frontage Rd.
Vail, Colorado 91657
97 O-47 9 -2t49 (Insp ecd otrs) .
rerrntr wtil not be accepted without the followinE la_,
:-t&l1ffi i'lTlfi Tl*rl:l,.""rawnroscaretol1d[.f\Atzi FT,'J#:#t::i,1?fl:"?n*L" I t v. J
o Heat Loss Catcs. ^ls r.sqr Lgss €lCS.e Equlpment Cr y:_..
ar-rcrmrr wlt not oe accepted without the followinq:
ti ""
Contad
Parcel #
Job Address: g 6 2 Easf -?aA- Dn
*tkc*t hf l noartr."( I art",2ionpg Repair( ) Other( )
Typeof Etdg: Sngtefamily( @ )-Commerctatlo nesaunnt( ) Other( )No. of Existing Dwelting U",C lrffiEffi
COMPTETE VAIUATTON FOR MECHANICAL PERMIT (LAbOr & MAICTiAIS ) 77A,*
t* *" * t/.;/ /.oafota ,4J.
Subdivision: l/*, /
DetE ited aescrip.onGFGn:
: /a/-.11-,ct^ .ty-
Bo@_nnrior@
Does an EHU sdst at this locaUon: yes ( ) No ( )
No. of Accommodation Units in this buitding:
r4Ecl-fANIcAt-: S 75. lo
CONTRACTOR TNFORMATTON
4echqnical Contacton7ar//
bntractor SignahJre:
DRB
:veryone/forms /metfi oerm
****lAl*$J*loll*'*******
.!v . r,.- /,rLLtr I Et, rr .lttr.tJ|'|rlt I E gR
mwnnvytn
Buifding Permit #:
Medtanical Permit #:
97 O-47 9 - 2149 (tnspecdotrs) .
75 S. Frontage Rd.
Vail, Cotomdo 81657 Permitwittnotoea@
irnot-aas;Fm
JobName: y
SubdMsion:
W"rk q"ss: Ne^, ( ) Addition ( )Aftention (X) Repair ( ) Other ( )Boilerlocadon: Interiorffi Does an EHU odst at this location: yes ( ) No ( )
Type of Eldg: Slngt+family ( )Duple<( ) Murufamrry( )-corr"rrd(x) R"or""ont( ) otfier( )
No. of Existins Dweiling un,e inEls Uiiiiiiifi No. of Accommodation Units in Uris buitdino:
Is $is a **"o"n
ConEct @pneatg7o-or visit for Parcel #
Noffype of Fireplaces pr""o="a, :$ffi GaslogQl) Wood/pettet( ) Wood BumingGOfnUoweED
COMPLETE VALUATION FOR MECHANICAL PERMIT (I.AbOr & MAtETiAIS f/2oo,*
CONTRACTOR INFORMATTON
Medranical Gonbacon,/E
Contrador Signatrrel
r********?roFEICE
USE
| / everyon!/formr/medtpenn
oN Ly** * * *** * *** JllN-oJ J$qt -
'i** * **'t:* + ** + * + ****** *!t +* * + * ** * t * * 'lr*+ + *+ + + + + {.,} * * * +'*** * *
'lr '1.,1** *
'li:1.
{.
'1.
+
'1.
+ *'f * t * * * * {.*{.* f'f {.
'lt
I't:t * lt'}*'l*
TOWN OF VAIL, COLORADOCopy Rcprinted on 06-ll-2001 ct 13t39:27 06llll20iDl
Statement
* * ** *,f * * f**** +,f :*rf t* * ** ***:|!**i****+* *{r*+t{r** * **** * ***:t*,}* *a'*{t,}+l*****{',* * * *{' *,}**!t'}'**{t'}**+ **+* *
StaEement Number: Roooo00924 Amount: $103.00 06/LL/200],0]':39 PM
Palment Method: Check Inj,t : DF
Notat.ion: check 1?73 /1811
Permit No: I.{01-0088 Type: I,IBCIIANICAL PER!{IT
Parcel No: 210108255 000
Site Addreee: 352 E MEADOII DR VAIL
I,ocat ion: 352 E MEADOW DR, VAII, ATHIJETIC CIJI,B
Total Feee: 9103.00
This Payment: $103.00 Total ALL Pmts: $103.00
Balance: 50.00
|*f**f I * * * **'r** *!t'*'*'t * * {r'lr* *'t*'}* l.* *
'lr
** 't* 'l 'lr*'tt***'t**'t* * * lt't'l** * +'t,*{. * *'t'f '****!t!**'}*t * *'l***** {t'}*{' '}{' *
ACCOI]NT ITEMLIST:
Account Code Descriotion Current Pmts
MP OO1OOO()31113OO I,IECHAiIICAL PERMIT FEES 8O.OO
PF 00100003112300 PLAN CHECK FEES 20.00
t.JC OO1OOOO31128OO WILL CALL INSPECTION FEE 3.()O
TO\^TN OF VAIL DEPARTMENT OF COMMUMTY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E01-0032
t'a_/, t | )
Job Adtuess: 352 E MEADOW DR VAIL Status . . . : AfF€*ED
Location.....: 352 E MEADOW DR, VAIL ATHLETIC CLUB Applied . . : 03/20/2001'
Parcel No...: 210108255000 Issued . . :
Project No : ? g-5 o0 'O\L@ Expires . .:
OWNER vArL ATHLETIC CLIrB & sPA o3/20/200L Phone': 97o-476-L987
.285 BRIDGE ST
VAfIJ, CO
81557
License:
COIfl|RACTOR B & B EITECTRIC, INC. 03/20/2007 Phonez 970-242-245O
28L8 L/2 NORTH A\ImIUE
GRAND iIIINCTION, CO
815 01
I-,icense | 266-E
APPT,TCAN:r B & B ET,ECTRTC, rNC. 03/20/2007 Phone:. 970-242-245Q
28L8 1/2 NORTH AVBIUE
GRAND iIIINCTION, CO
8 L501
L,icense : 256 -E
Desciption: tempservice
Valuation: $4.000.00
FEE SUMMARY
f,lsctricat-> S?2 - OO Total Calculated Fees-> $?5 .0O
DRB Fee-> So. oo Additional Fees-> 90.00
lnvestigation--> $O . oo Total Permit Fee--> $75 - 00
Wilt Call-> g3 . oo Payments-> S?s . 00
TOTAL FEES-> 5?5.00 BAI-AIICE DUE-> SO.OO
Approvals:Iderm: 05000 ELECTRfCAL DEPARTMENT
03/20/2o0L Ic
03/23/2OoL,JRvl
Action: NO Routed to GarY Goodell
Action: AP
CONDITIONSOF APPROVAL
Cond: l-2
::.:*:1j"-:--.:.".:*::::.'-:-'.:.:::*y--:"*:::::*.:.:"j::-::":::*"::"::j:i11-Tll;
DECLARATIONS
I hereby acknowledge that I have read this applicatior; filled out in fuU the information required, completed an
accuraie 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 zoninS
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVM{CE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5
PM.
CTOR FOR HIMSELF ANDOWNEI
'ti!*'t rt!*** | *'i*!t! *'t ** {***'lr * + 'l **'t * *{ot'i *:f ** * + *:t't't * * 't 't * *:t*'t**tr:* *:t**ti**+!tt!t*'t**{.:t:t**:r*****!ti*{r*****
TOWNOFVAA., COLORADO Stdeo€or
'i'l i++'iir*t *******:l**lf rt**ltr+tt **i*f **:t**'ttr*{.tt***'t***+*:i*+tt*'t*+'t:t**{.1 *+!tt:l:t:}:tt*+t**rt!ttt**+*'t*{.:l
. State{rent Mrnrber: R00000052? ArnounE: g75.oo O3/23/2OO1-LL:33 Alt
Payment ltethod: Check Init: IIAR
ttlotation: 4348
_ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - - _ _:_ _ _ _ __ -
Pomit, No: E01-0032 Type: SLESI?ICAIJ PERMIT
Parcel No: 210108255000
Site Addregg: 352 B IIEADOII DR VAIIJ
Locat.ioD: 352 E Ii,IEN)Ofl DR, V2IIIJ AIStETIC CIJT B
Total Feea: $75.00
Thie PaymenL: $75.00 Total AIJIJ PmtB: $75.00
Balance: $0,00
f l*l*t|****t**lf *'l'l**tt*ttttl*l**:l*'il**{rrt*t*ll**l*rl*r}t*ttl**tt**{.*'l******l**'}*****l**'t******+'l't**
ACCOTJNT ITEMLIST:
Account Code Description Current ffis
EP 00100003111400 TEI4P0RARY P0,JER PERIIITSr{ 00i00003112800 wtLL CALL lt{spEcllor't FEE
72.00
3. 00
I{AR-23-2001 FRI Og:50 M B&B&ELECTRIC INC
SEF-2?-gO lO:5[] tsROM ' TOV-COI{-DEV-DEPT.
TWTIWYfiL
75 S- FrontrEe Rd.
Vail, colordao 81657
FAt( N0, 9702418687
t D.9?0479?{52
,, orle tt
FAGE I/
APPI.ICATIO}I WILL T{OT BE ACCEPTED IF INOOMP1ETE OR UITISiTGNED
Project #!
Building Permit #:_-&o --9lJ
Elecfiicaf Permit #;, E-ol:qqnz-
em4ilr2t.49 Qnspections) t/3sfrt
Paroel rc Udg. permit # is pmvided
Job Name; VRtL fvtounrnrr-t Looa€JobAddress: jS7- E nnEaosw Ofr, Vn-her)
rcE - 3oo ,rmP
CT C.Pdhtlc1.Utezac|a- - 3fl U,rl, 4leEhEQ,csr,b
WorkClass: New() Additfon( ) Remodd( ) Repair( ) TempPower!4) 06er( )
WorklVpe: Intcricr( ) extcrior(X) Both( )
Tyfic.'c,f Rldg-: singl*.fomily( ) Duplex( ) Multj.famify( ) Commerdat $) Resrasrant( ) Odrer( )
Does an EHU o<r-st at his locat-ron: Yes ( ) No ( )
No. of Clisting Dw:lling Units in thls buildiry:
Is [lis uerrnit fur a hot tub: Yes
l,lo, of Acmrnmodatim Units in this buillllng:
COMPLETE Sq. FEET rOR NEW BUIUTS and VALUATIONS FOR AtL OTHEnS (fabor & I{abriab)
AMOUNT OF 5Q Fi- IN SIRUCfuR€I EI.ECTRICAL VALTATION: $ + Ooo,%
CONTRACTOR IN FORIIAIIOiI
BrB ELb(TRlc,,^tcr.
f-rro'
F "tro ' ztl
*:t***{$*r.I I l':t }* x*cr*r*tr****r******++}FOR OFFICE USE ONLY***r*.*.r*****rrr*:}**}***t tt**r*+r+t*r.
Filelreryone/f or nc/ehcp.'.rm
4q/
TOI^IN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
97M79-2135
NOTE: THIS PERMT MUST BE TOSTED ON TOBSITE AT ALL TIMES
SPRINKLER PERMIT Permit #: F01-0006
Job Address: 352 E MEADOW DR VAIL Status . . . : ISSLIED
Location.....: 352 E MEADOW DR, VAIL ATHLETIC CLUB Applied . . : 03/12/2007
Parcel No...: 210108255000 Issued . . : 03/1'2/2001'
Project No : 0A5 0O'Ol Lte Expires . .: 09/08/2007
OWNER VAIL ATHLETIC CIJttB & SPA O3/L2/20OL Phonez 970-476-1987
285 BRIDGE ST
VAIIT, CO
816s7
License:
CoNTRACTOR ALL STATE FrRE PROTECTTON, TO3/L2/2001 Phone: 303-288-3901
5045 E 76TH *L2
COMMERCE CITY CO
80022
I-ricense: 370-S
APPrJrcArcr sIIAw coNsrRucrroN CoMPANY 03/L2/2ooL Phone: 970-242-9236
750 IIORIZON DR
GRJAIiID iTI'NCTION CO
81506
License:
Desciption: INSTALL FIRE SPRINKLERS TO REMODEL AND NEW AREAS
DEMO/FOIINDATION AT NE,SE & EAST END, INTERIOR AND EXTERIOR
WORK.
Valuation: $150,000.00
FEE SUMMARY
Mechanical-> S3, oo0. 00 Resh.rarant Plan Review-->so.oo Total Calculad Fees-> $3,?53.00
Plan Check--> S?so. o0 DRB Fee------------> $0. oo Additional Fees-------> $0.00
lnvestigation-> SO.OO TOTAL FEES--------> S3,?53-OO Total Permit Fee--> 53.?53.00
Payments-------------> $3,?53.00WillCall--->$3.00
BALANCE DUE->$0.00
rtem: 05600 FIRE DEPARTMENT
O3/L2/2OOI MVAUGHAN Action: Ap CIIANGES SIIBJECT TO FIELD INSPECTION BY FD
CONDITION OF APPROVAL
Cond: 12
.::"::.:ilr...::."-::..":::-:-":'-11-"::..::".::::.:.Y:.::-::""-::.:::.".::.::..::.:.:-"-'.T:""1
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 zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS FROM t:00 AM - 5 PM.
ANDOWNEF
+***f+t**+****+'l ***{.*,**+**+t******* **+*{l+***++********* * f* t*,1. {.******+**t* ********1.1.***:t,t**t*
TOWN OF VAIL, COLORADO Starement
*****:F*+* t*** ********f**** ** **** *****+*:i ***:*'|****** *f ,F***** * * {.**,} *lr*****+**+*** ****lr'}*+{.****
Statement Nuniber: RO0OOO0502 Anount I $3,753.00 03/t2/200103:50 PM
Pa)ment Method: Check Init: LC
Notation: *2e449 /A]-]-- SEate Fire Proteclion
Permit No: F01-0006 T]4)e: SPRINKL,ER PERMIT
Parce1 No: 210108255000
Site Address: 352 E MTADOW DR VAIIJ
I.,OCATJ.ON: 3 52 E MEADOW DR, VAIL ATIII.,ETTC CLUB
Total Fees: $3,753.00
ThiE Payment: $3,?53.00 Total iILIJ tmts: $3,753.00
Balance: 50.00
* +* +* **l'f 1f** t t *** * +t*** ++tt ++* t* *t* * ** ** * * * * +*+ ** * * **r' * * * * + 1. * * * ** * *l ** * * * +* llt * *** * * **!* * * f* *
ACCOI.]NT ITEM LIST:
Account Code Descriptjon Cunrent Pmts
l.,lP OOiOOOO31113OO MECHAN]CAL PERI.IIT FEES 3,OOO.OO
PF 00100003112300 PLAN CHECK FEES 750.00
I^/C OO1OOOO31128OO !.]ILL CALL INSPECTION FEE 3.OO
f' f1l ac 970-t28:85t0 for percal C.
lr
rowx on vArL coNsrRuqrroN DF I
"*ILH5!$$S ** 'Oiope
PERilrr t &t.@6
, AIPLfCATIoN }|UST BE FIL,IED oUT CottPLEXELf OR IT ltAy NOT aE ACCEPAED
X*rr:rr r*l**tit**t**t*t**** *l** PEnilIT nfFOnUATfON rttt*.rr'rtt*.t**1.*r**rr**j**,l [ ]-Buirdtng t l-pruDblng I t-Electrical I t-trechanl'ca1 [ J-Other
,Iob Narne:Job Addressr
Ipgal Descripti Bloak_Filing
Onnirs Naloes Address:\r'
Address:@1]bU8
ceDeral Description:
0
Pork classi I l-Nes P<}ettera!,ton 6 J-Addtrtonlr 6 1-n"palr g I
Nunber of DnelLLngr Unitsl Nunber ol Acconuodatlon Units:
r and itlpe of FJ.replaccsr Gas Appllancos Gas logs lrood/Pallet__
*at* **i*tr**lrt*trr+***rr**** **r** VATITAEJONS *rrir****r*rrt.**************r*t**a
oi'IIER; $
TOTAI,:
r **t* *****il*** *+* r *r r r i *t*t
Address:
Electrl.cal CoDtractor:Addrcss:
.Plunbing Contractor:
.Address:
!!own of Valt Reg. No.
Phon. Nunber: _.[
Town of, vaLl Reg. No.
Phone NuDber:
Torn of Vail
Plronc Nunbet:
Torrh of Vall
Phona NuDbet:
ReE. NO.
**ta****trra***
l{echanlcal
Address:
lat*a**'l***rt* ****t tt***t***tttt*
BUII.,DTNG penuir reo:
PUIUBTNc pERur! FEEs
MECEA}ITCi.L PERITTT FEE:
EIiECTRTC,IT FEE:
OTITER TIPE OF FEE:
DRB FEE:
FOR
BUTI.DTNG PIAI{ CITECK FEE:
PU'UBING PI,AII CIIECK FEETI{ECIIANICAI' PIA}I clTDCK FEE
.RECTEATION FEE:
CI.EAN-UP DEFOSIT:
?OTAL PERI{IT FEES!
EUXLDD{IJ!
SIGNATURES
ZONfNG3
STGNAN'RE'
--l--
(Lslolot
TOWN OF VAII-.
75 S. FROIITAGE ROAD
vArL, co 8L657
970-479-2L38
DEPARIII'IENT OF COMMTTNITY DE\TELOPMEItr
NOTB: fiIIS PERMIT MUST BE POSTED
DEMO. OF PART/AI-,IJ BI]DG.
ON iIOBSITE AT ALL TIMES
PermiE #: D00-0020
Phone z 97Q-242-9236
Phone: 910-242-9236
Phonel. 970-476-L987
#of GEF t ogE:*of, Eood/grllcc !
ilob Address:
Location. . .:
Parcel No..:
Project No.:
352 B MEADOW DR
352 E MEADOII DR'
2101- 082 -55-000
PRiro0 - 0126
Statua...: ISSUBD
vArr, ATEApplied. . : 05/05/.2000riiued.. ': 06/09/2000
E:qrires . .: L2/06/200O
APPLICANI SHAW CONSTRUSTION COMPAIIY
?60 IIORIZON DR, GR.,N{D iII'NCTION CO
COT.ITRAC]TOR SITAW CONSTRU TION COMPA}IY
760 IIORIZON DR, GR.,AIiID intNcrroN co
81505
81s06
OVINER VAIL ATITLETIC CLTIB E. SPA
285 BRTDGB ST, VArL,, co 81557
Descriptsion:
DEMO AT NB,SE & BAST BND
occupancy: Rl MulEi-FamilY
Type Const.rucElon:
T1pe Occupancy:
val-uaEion: 150, 000 Add sg FE :
Flr.plrc. Inf,ot:Etign: R.r!rict.d!*of oas AFPlirncos:
T;;:il::::::""""'::::;:""'-T::::::.li:il;":::."*" ""':i.""";:::'::il;::::1::::::: 2'o5..oo
pI.n Ch.ck---> 611.00 DRB t|.c-------- '00 Addlelon'I FacE---------> 'OO
tnv.rcig|Eiqr>.ooR.crc.lion!G.-.-.--...->.ooToc.lParulcF.c..-.-.-->2.054.00
Hr,r crrr----, ':;; ;;f;:"j::::::_:_:_-__: ,,ill:li iiil,i:i";:_:::-::::_::: ''o".ll
ttattaitttatrtatatttttlai!rtttttttaltatttltttttltattrtt'"irtt',.'t ttttttttit'rttt"ttrltttt**ttlttrltit''r+rrtlt"ttttttrt,.
6E?Ti r g 3 t8 0KRffi+DrN""BEIt*yFS-E RorlrED ro 8f;R!' BUTLDTNG Divi slon :
667 467 2060 @OoDELh-AsErsli AFPR
iEig i t Hi H
offi#frt.""Agt*yffi'u oo.*o ro gfEF"=pr.ANNrNG Divi e ion :
6-670172660 KAfi{Y Actsion: APPR N/Artem: ose do'?'iiifi DBP}\F{T4Ei'IT PgpE: FrR"E Divielon:
6E7'iilI666'Ki'riiT ---[CEion' tlots Bo.ltrBD ro McGEE
6676172666 flrlif - 4s!-1on: APPR N/Artem: ossdo'Effiirc wtjFftS--' ---- ::' - -^ Dep-t-'i-EItB woRK Divieion:
d67TL / r66d - KitfiT- - "I-Ct'Ion, NorE RoIIXED -ro ^tEolIARD-
i!ff",\iifi : ffi:W:+'ffit ;ffi: sEsE ffiH'- :i;i : i:t,
6Eroi/8EE80Kk+8VoR Acrion: AppR N/A
;;.;;; ;;'; ;;;' ;;;;; :;;;;;; ;;;:;;';;;';;;
DEEI,ARAITIONS
r h€r.by rcknotl.dg. chrt I hava rcad thle rppllcaElon, fllIed ouc In full th. lnforlBtlon requlred, couPl€t'd tn accurrt' p1ots
pl.n. r$d .t.t. tshrc rl]' . lnf ororelon Provldld rs rlquir6d Ie cor!'cts ' t t"ttt t:, :T?lyfltlo cmpty rlCh .11 Iorn ordlnrncG! rnd .tce. 1Er,6, and ro build !hi6 tcluctur' t.!ttt:ti?-:Z:l:-
cod.r, d..lgn r.vl,.r tPplovcd, lrnlfor. Bulldlng coda and other ordl'nrnc'r of th' Tovn 'Pp/acrDrt
RAQUES?B FOR TNSPEcIIONS S!|AIJ! B8 T'ADT !|V!!OTY-'OI'R BOT'RS tN ADVAXCE BI
grnd chen-UF D!Po!l! To; gHAll CONSTUCIION
ghc
aorn'a
lnfo: clon
Eonl,ng and
rtrd plo! PIur,
rubdlvlrlon
g loo Atl 5300 PtloFFrca rRoll
FOR HIUIIEI,F AND gItCER
********************************************************************************
COIIDITIONS
Permlt #: D00-0020 as of 06/09/00 sEatus: rssuED
****tt**!t**!r***********************i**:l******************************************
Permit, T14ge: DEMO. OF PART/AL,L BIJDG-
Applicant. : SIIAW CONSTRUCIION CON'{PAff,f
970-242-9236
Apptied: 05/05/2OOO
i-eeued, 06/09/2000
To E:<pire z L2/06/2AOO
ilob Address:
L,ocat,ion:
Parcel No:
352 E MEADOW DR, VAII., ATHLETIC CLITB
2101-082 -55 -000
VAIL VILI,AGE FIRST FILING,A PART OF TRACT A, BIJOCK 58
DescrlpElon:
DBl,lO AT liIE,SE & EiAST El[D
CondiEions:
.1. FrRB DEPARIIIE!{T APPROVAL rS REQUTPAD-!Eq9-$-}NY WORK CAr'r BE
STARTEDIFTIIBREIsAFIREAI.,AII'{oRSPRINKJERSYSTEMEXIST-
ING IN TIIE AREA OF CONSTRU TION'
2.FIELDINsPEefIoNsARERBQUIREDTocIIEcKFoRcoDECoMPI.IAI{CE.3. AIJLWORK SIIALL IN CONFORMAIiICE WITH APPRO\IED STAGING PLAN'
PLEASBcoNTAcTIJEoNARDSAI{DoVAIJNE4Tg-zLgSFoRQUEsTIoNs
REGIARDINGTHBSTAGINGPI,AN,DELIVERIES,LOADTNG,ETC'4. TI{IS IS A DEMOIJITION PERMIT ONLY AI{D DOES NOT AUII{ORIZB ATiff
ADDITIoNAI, coNsTRucrIoN oR PRoVIDE AITY ASSIJRANCES TIIAT AIIY
SUBSEQITEI'IT PERMITS WILI-, BB APPROVED OR ISSLED'
aattt*tl!latttttttat!}tttatilttat***tt*tt**t*t}ll}t***rltr**tttlltttt!lt
IOINT OF VAIIJ, @IORADO StatemnE
*ttia*tttail*alaa*rlaaia***tt*ta*a*trrrttitrtrttt*arlirrrlrtt***it
gtatennt lnnnber: RBC-O539 enroua!: 2,054,O0 06/09/00 LSzOS
Palment llethod: 034355 Notatlon! SHAtf COI{STRUCTIO Init! ,JN
Petmlt. Nor D00-0020 rlDe: A-DEttO DEMO.
Parcel No: Z1O1-oO2-SS - o0Ogite Addresr: 352 E IIEADOI{ DR
Irocatloor 3 352 E UEADOW DR, VAIIJ AmILETIC
Total Fee6:
Thi6 P.)4!cnt 2,054.O0 Aotal AIrIJ Prte:
Balance :
t*ta*rtttit*rttt*trt***r***t***tat***ti***f r*rt*arttt***f a*it*ti
Account Code Descrlptloa
BP OO1OOOO31111OO BUITDINC PERUIT FEES
PF OO1OOOO31123OO PIJAN CHECK FBBS
AI) D2-DBPO8 CLEANUP DEPOSITS
WC OO1OOOO31].2AOO WIIJIJ EEIJJ INAPECTION FBB
OF PART/AI,I. BU
CIi'B
2, OS4 .OO
2, O54 . OO
, o0
Amount
940.00
611 . 00
500.00
3.OO
lO/28/O0 09:00 8970{881208 Bool
!A o02
Apo)lcaCon*
Job AiC;:ress:
iegnl)csc-':
Cc;l+--
)ia-:rg Acd*ss:
Flcec :
glevs,tor C+niPcraf:
l'1iii:g
?hola#:
ftLf {
l ul l4aY*t
gee-o nS r.j ta:- t ar\arle r_.J;i
Cless ofV/ork:
lescnleWlrh
I icre4 c<tifv tu : lev: af-a{--lgt-t'i.:L=iEL?i't'* *''-' ? -o'-:.::: T:.1:'"i;1TffiNg:ICE
i"ilfro" dtse rryi'5 rvlc'l:: 'n*r: 1f-1;-]ivcr- wur de ery tit' t g'w sti'::ffre graning of a Scrt ry.-t !, - -.r- --i ar .n.-l
'-if#tiii;;;ic"; ii e. Y ote-' s:e cr'o::r
'aw reguld:g maswdon :. pcJorca,ce ol
cos3!|'l:Ctioc-
5!g3:rtue c{cgctndcr ol
Sigrar-l:c of orvlcr t:)4:!
lt
.i.i.s:o,cii.il.ii'c':ico:-s-ric'oo1oF-'I^5'
-J iidii.ll "t
i="::::'-!ceci cver 95QCCC'00
"':ii:-#;#i;#$':si$ffi s','#
lri i:'6tl't-.li rr="co: $':rorr cv.' s?l' l ;)'3|
:."o5", =oi. G sh:: ie rs s:" fl'' :t ]z:-"c )'F' ci
* '.:Ji.; ea"*,ts:=1'rc Crl: e: la:l: )-c' !''\ c-- '!''c
n {4o
ec:l:d 5y thc fo"'5wes:-Cc'orec: Cc":'uc!I of
covc toelt$ PbBs Yitt '" 'l'i'iiJ "-lrvccoc--'-
*t"tn rnc rlprovci' schecr:ls h:::c*ons by
conbcting tlc liw'ccC'G t#;:l;;"' o1 9tol qss-c6i-',::e' '9i'as"
's:ic c'eclis ?:'j'eble to
Reci-.ot i
necrv
ocT 2 4 2000
$wccoc.
NwccoG
TO!{N OF VAIL
75 S. FROT.ITAGE ROAD
vArL, co 81657
970-479-2L38
APPLTEAItr
COIirTRACTOR
OWNER
DEPARTIIENT OF COMMT'NIIY DE\TBLOPMENT
NOTE: ITIIS PERI.{IT MUST
ADD/ALT MF BUII,D
BE POSTED ON iIOBSITE AT AJ.L TII'IES
PERMIT Permit. #: 800-0094
ilob Address: 352 E MEADOW DR
I-,ocation. . .: 352 E MEADOW DR,
Parcel No. . : 2LOL-082-55-000
Project No. : PRiIo0-0126
sEatsus...: ISSI'ED
vArL ATHApplied. . : 05/05/2000Issued...: 07/21/2OOO
Ercpires. . : 0L/L7/200L
SHAW CONSTRUqTION COMPA}IY
760 HORIZON DR, GRAIID .'IJNqIION
SHAW CONSTRUCTION COMPAIVY
760 HORIZON DR, GRAND iIIINCTION
VAIL ATHIJETIC CLIIB & SPA
285 BRTDGE ST, VArL, co 81557
Phone: 9'10-242-9236
Ptrone z 970-242-9236
Phone: 970-475-1-987
co
co
81506
81s05
Description:
NEW FOIJNDATION AT NE,SE
OccuPancY: R1
fipe Construction:
Type Occupancy:
& EAST END OF BLDG
MuIti-FamilY
ValuaEion:200, 000 Add Sq Ft:
liraplrcs Inforuaelon: Rcdtrict.d: YBg llof 6a6 Appllanc.s:*of cae t ogs:*of wood/Pcll.t !
t*.|:rrt'.*''rrtFaEsuUt|ARY'r''t'*'t'+rarr
Building----->1,].{o.ooR.gtuarantPIanR.wici-->.ooTotalcalculalcdFcc!--->2,983.00
PIan chcck---> 1,1{o:OO DRB F6c--------
Invc.ligieLon> .oo R.croaeion Pcc----------> .oo ToCal Pcroit Fcc--------> 2't83'0O
wlll c.ll----> 3.oo clcan-uP Depo6i!--------> 5oo'oo Payrtl'nc6----------------> 2'943'00
TOTATT AAES- -- - -
*tatlrtatttartarti**ttiir.tt**ttat*tttrtrt*ir*lr*ti'rtttt**rtltt tt 'ltttt*'
', !r a.,r t rr.r rr,,,, r i * * * * r r it r r * t rar,r t r r * r r,, i * r a I r 'r t a a * rr t t a a * t t a a t ', t 'l t * r * * i a * ir t,rt 'l t a t r t tf " t t' tt * ' J t t t t r t
See page 2 of this Document for any eondiEions that may apply Eo tshis permit.
DECIARATIONA
t hcraby .ckno{lcdg. that I h.vc rcrd this rpplicacion, fillcd ouc in fuII thc inforuation required, coEPlltcd 'n rccutrt' plot
ptan, ana stala that all lhe lnf,orE.cion provided as rcquirld i6 cor!sc!. r aErr. to codply ,itsh Lhc inforuNEiort rnd pIots phn'
go coup1y rith ill Toxn ordin.urceF .nd 6tatsc laxs, snd to build this strucgure according tso chc Tosn'6 zoninE rnd lubdivieion
cod.s, dc6igrt rcvicr approved, uniforn Building cod. qltd oth.r ordinanccd of tshG Totn altltlicablc th'rcto'
Item: 05100 BuILDING DEPARII4ES DepF-: BUILDING Division:
6E7 Ii t 56 o6- KAff --' -AcE-ibn ; NOEE BoIrrED - T9- -cARY5i76s72666 ec66DsLL ACtion: APPR F & F oNLY-itail;' o6ioo-Fi,alrfifre SfiFa-dfiaiffi _ --'
_
-pepg'_PLAIiINING Division :
6E7it t16o6-KAffiy-'----AEEi.on; r.tOte noTrrtsD ro qEpRqE -
rtaft;'65aoo-F1,16lmrNc DEPARrl,lBlT DQp!;-er'amtrNc Drvagaon:
6E7Iit z6o6-KAffiy-'----AEEi.on; r.tote 4otrreD ro qEoBqE .6t'/ri71oo0 ilAiiit A-EIon; liotr pretl Fsv PENDTNG MEETTNG
0772072000 GEORGE AcEion: APPRit6fr;'dieoo-Fi-dr-DgpARntgl{r Depli,-qIBE--- Division:
6E7ilizi6do-K4frtr ---ACEioril totg BourED ro UGEE/vAu.GIE'I
giLgi? ]"PPI""WJP+1",H; E I oii ; AFFn FEi - raee'eE E;$tT tn#' #fl * Divi s i on :
nEQUEST9 FOR INgPEelrONg gHArtJ BE UADA TWE$IY-FOI R HOITRS rN ADVaNCE Bv
g.nd cl..n-up Depo6its Tor SHAW
********************************************************************************
CONDITIONSpermit #: 800-0094 as of O7/2L/00 SUatsus: ISSIIED
*************:r*****************:r************************************************
Permit 1:pe: ADD/AL,T MF BUILD PERMIT
Applicant : sHAW coNsTRucuoN CoMPANY
970-242-9236
Applied: 0s/0s/2000
Issued: 07/2L/2OOO
To Br<pire: oL/L1 /2oo1-
ilob Address:
LOCAEiON: 352 B MEADOW DR, VAIL ATIILETIC CLI'B
Parcel No: 2101-082-55-000
VAII.,VILI,AGEFIRSTFII,ING,APARTOFTRACTA,BI'OCK58
DescripEion:
NEW FOUNDATION AT NE,SE & EAST END OF BI.,DG
CondiEions:1. FIBI-,D INSPECfIONS ARE REQUIRBD TO CHECK FOR CODB COMPLIAI{CB '
2. ALL PENETRATIONS IN IIALIJS,CEIIINGS,AIiID FL'ooRs To BE SEALED
WITII AN APPROVED FTRE MATERIAI.
3. SMOKE DETEcIoRs ARE REQUIRED IN ALL BEDROOMS AriID EVERY STORY
AS PER SEC. 310 . 6 . 1 0F TIIE 1997 I'BC.
4. FIRE DEPART!,IEIiIT APPROVAIJ IS REQUIRED BEFORE AI{Y WORK CAN BE
STARTED.
5. ALL WORK TO BE AS PBR APPLICABLE PROVISIONS OF 1997 I'BC'
1999 NEC, 1998 IMC OR 1997 I'MC, 1994 ttPc oR 1997 IPC' ALIJ AS
ADoPTED BY THE TowN oF VAII-,, & AIVY oTIIER APPI,ICABI,E oRDI-
NAt{cEs, REGI'LATIoNS oR coNDITIoNS oF APPRoVAI BY THE TowN
OF VAIL
5. PIBASE COORDINATB WITH THE TOV FIRE DEPT REGARDING PEASING'
PRBSERVING SAFE EXITING DURING CONSTRUSTIoN, AVoIDING FAI-',SE
ALARMS, 6. THB DESIGN, REVIEW & APPROVAL oF AJ-,ARM SYSTBM &
FIRB SPRINKLER SYSTEM PLANS & THE SITBSEQITBNT IN PROGRESS
INSPBCTIONS OF TIIBSE LIFE SAFETY SYSTBMS. CONTA T MIKE
MCGEE OR MIKE VAI'GHAN AT 479-2135.
?. TIIIS IS A FOI'NDATION PERMIT ONI.,Y FOR THE CONSTRUCTION OF
NEW FOI'ND]ITIONS FOR THE PRO.JEEI ONLY. NO OTHER WORK IS
AUTHORIZED T]IIDER THIS PERMIT. AS TIIB RECIPIENT OF A PARTIAIJ
PBRMIT, T.IIB owNBR Is PRoCEEDING AT HIs (TIIEIR) owN RISK
WITHOUT AI\TY ASST'RANCE THAT A FIJLL BUIIJDING PERMIT FOR TIIE
PRoiIEcTwlttBEAPPRoVEDoRISSIIED.SEESE(IIoNt06.4.L,
3RD PARIAGRAPH, 1997 I,BC, FOR THE ADMINISTRATM PROVISIONS
GOVERNING PARTIAI, PERMITS.
S.FINALPROiIB TWILI,BEREQUIREDTOMEETTHEMINIMIJM
RBQUIREMEIIrS OF AIJL APPLICABLE ADOPTED CODES & REGII,ATIONS.
9. this approval shal-1 be for foundaUion only. No porLions of
trre luiraing including scone veneer and roof overhangs ald e
aves shall 6e permitLed to exLend beyond the property' An
OUR OFFTCE PRON{ 8:00 lll 5:00 PU
COITARACIOR FOR HIMSE'JF AND OIINBR
:l
excepEion shall be grantsed only for thaE porEion of Lhe
curr-ent building which is over-the propercy line as depictsed
on the fianl Plats.
*tlrla****t+*****trla**a*t*r***ti.***tl******a*t*******t***i**r*t*
.Ttr$N oF VAIL, CoIORADO gtatennt
**** ** * **rtt*t a*t *tt *t* ***t******t **:lt* t***frt i*rtr.ra*tr trrrrlr* r *
- StatemDt, ![u[ber: RBC-0550 trnowrt:2, 933 .00 07/O5/oO O8z3o
Palment ltethod 3 4933 notatloD: DAI{ LEROY Init : illf
ADD/AI,T rlIF BUIIJ' PR,
Varr, arru,rrrc cLIrB
Total Fees:
Balance !
Account code Deecription
BP . 0O10O0O3.1111o0 BUrI,I)Uce PERI'IIT FEES
DR 00100003112200 DESIGIT REVTB! FEES
PF OO1OOOO31123OO PLAN EHECK FEES
AD D2-DAPO8 CI,EJANI'P DEFOSITS
TIC OO1OOOO3112AOO WIIJJ EAIJJ INSPEEIION FBE
Total AI.L PEtE :
2,983 .OO
2, 983. 0O
.00.
Amount
1, 14O . 0O
150 - 00
1,14O. 0O
500.00
3.OO
Vri/ Wil/sf" dal ,
ilow: VN/ /Ylh). /"/fU
Farcel l{o: 2101-082-55-000
Site Addrese: 352 B MEADow DR
Location 3 352 E UB}|I)OW DR,
Thie Pal'[elrt
\.->><-/- 'Fu4rlstt ' 'uv
a** * ** tri**:lii*at*rtt a*t*rl * ****t*****t i**rtitti*** tt t tt tl t*** *** * ***
D
^^,9
.ot:sg1\,O Project *: PPil t....S" DEl.llO- BnilCrirg-Permit #:er*U\9 (\$97 O- 479 -2t49 (Inspections)F0DnMfl6N' 6Ob-OCg+
mwvuFYtn
75 S, Frontage Rd.
Vail, Colora?o 81657
Separate Permits are required for electrical, plumbing, mechanical, etc.!
Contad Assessorc Office at 970-328-864O or visit for Parcel #
Parcef # 2tot - O82 - gg -Oo t Scdo.rcd I ZogSG
tf
,l
rob Name: y'rn A"r"ETtc c.ue,
CW. E- fneadou, ua.
JOD AOOTeSS: t ',l13, L4tr n64o6) DAvn
Legal Description Lot:Block: f Filins: I'f F.,-,Subdivision:
Owners Name: ll S.l t- LLC .Address:7 gf l>uoupt l/a-Phone: 47A _ l1 g"
ArchitecVDesigner: JMp Ap"U.Address:P.E.tg"^ zoo+ Auoa onon"' rilu) 1'r1- 132L
Englneer: 7u|op/orc l. L)f-,,1t_-Address: P.O. Eot t f,1 7 Aun^t Phonet (jVo> q 19 -7?b g
Detailed description of work: ( SF,L /'.,i.rr 4..a
$pr.rcor flOO Uo fs,,,,r|s4 n es L.r)o-r af
c.,oatL L.-rftr->
'r,)
E t3E,,w Casr Er,o (xunt,.- i Evrgr.t-\
WorkClass: New( ) Addition( ) Remodel ( ) Repair( ; O"roQ{ Other}'{ Fosrtbane,-t
Work Type: Interior ( ) Exterior ( ) Both bO Does an EHU exist at this location' ^y6r.*gA-S ( )
Type of Bldg.: Single-family ( ) Two-family ( ) MultFfamily g,Q Commercial gQ Restaurant 0O Other ( )
No. of Existing Dwelling Units in this building: t (t 7 Ff O)No. of Accommodation Units in this building: 2 B
Noffypeof FireplacesExistinq: GasApoliances( ) GasLoqs{ ) Wood/Pellet( ) WoodBurninq ( ) N/4 f*tsP
NoiType of Fireplaces Proposed: Gas ApDliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED)9
Does a Fire Alarm Exist: Yes ffi No ( )Does a Fire Sprinkler System Exist: Yes ()Q No ( )
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials)
I
BUTLDTNGi$ frLOr>,.r.>o ELECTRICAL: $
--
orHER: $- l/f,o,ooo
PLUMBING: $
-.
MECHANICAL: $
-
TOTAL: S
REFUND CLEANUP DEPOSIT TO: S.terrr: CCfn-ST?r r r Tl 1^1L_1
CONTRACTOR INFORMATION
General Contractor:
Sqa, C|,\)Jr/,i'c-Tto-)
Town of Vail Reg. No.:lo8^A Contact and Phone #'s: (17o> zYL- ?z'b
KE t nt Oxtuof-r,cr.tt (9f+?sV -r-+zc
Contractor Signature: .Z /IK tzt?_r'f.///oo
:t******r.t **t!****'l***************:r*****'rFOR OFFICE USE ONLY***********!r*******r{**,i**r.*****-&*****
Public Way Permit F€e:
F:/weryone/forms/bldgperm
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 8L657
970-479-2L38
DEPARTtrIEI{:r OF COMMUNITY DEVELOPMEI,TT
NOTE: THIS PERMIT MUST BE POSTED
ADD/ALT COMM BUILD PERMT
ON .]OBSITE AT ALL TIMES
Permit #: 800-01-15
.Iob Address: 352 E MBADOW DR
Locat,i-on. . .: 352 E MEADOW DR,
ParceL No. . : 2LOL-082-55-000
ProjecE No. : PI{J0O-01-26
Statsus...: ISSUED
FORMER VApplied. . : 105 /23 / 20Q0Issued...: 08/24/2000
bq)ires . .: O2/2O/2OOL
APPLICAIVT SHAW CONSTRUCTION COMPANY Phone z 970-242-9236
760 HORIZON DR, GRAND JI]NCTION CO 8150b
CONTRACTOR SHAW CONSTRUCTION COMPANY Phone: 970-242-9236
OI'INER
760 HORIZON DR, GRAND iIUN TION CO 81506
VAIL ATHLETIC CLI'B & SPA PhONE: 970-476-L987
285 BRTDGE ST, VArL, CO 81657
Description:
FI'I.,I, PERMIT FOR PIIASE T & II CONSTRUETTON ONLY
occupancy: Ra/A3/F.2Multi-Famj-l-y w/ Assembty & Bus
\pe Const,ruct,ion: II 1-HR Type II l-Hourqlge Occupancy: R]-/A3lB2Not in table!
Valuat.ion:4 ,7,75 ,000 Add Sq FE: L9542
Fir.plac€ Inforlnation: Rertrictsd:*of ea6 Applj.anceg:*of eas Logs:*of wood/Pe]ler:
Buil.ding----->
Plan check- -- >
Investigation>
will call---->
13,965 .0O Rcsluarant Plan Revicrr-->
13, 855. OO DRB Fee---------
,0O Recreation Fee---------->
3 .00 Clean-UD DeDodiE-------->
.o0 Total calculated FeeE-__> 48,975.0o
5o0. o0 AddiLional Fees---------> .0o
!9,542.oo ToEal PedtriE Fee--------> 48,875.00
1, 000 .00 Palmenld- - - - -- -
TOIAIJ FBES-- -'-
,*tJ**!rtrriarrr'.rtr*tat***:r*rr **rtit*i**t****'r*r i*t att*tati*
DePE: BUILDING Division:
ROUTED TO GARY
CORE & SHELIJ ONLYFI'LL PERMTT. PHASE I & IIDeot: PI,ANNING Division:
ROTITED TO GEbRGE
Dept: FIRE Division:
ROUTED TO MCGEE/VAUGHN
PER MCGEE E-MAIL 7/3lOO
DepE : PUB WORK Di-vision:
ROI}TED TO LEONARD
DEIiIIED
APPROVA], DENIED
NEED CIVIL DRAWINGS
APPR PER GREG-ALI ISSUES
DISCTISSED WITTI GBORGE
IEEM: O51OO BUILDING DEPARIMEIiTT06/OL/2000 KATHY Action: NOTE
O7'/1-9/.2OOO GGOODELL Action: APPR08/22/2000 GGOODELL Action: APPRII,EM: O54OO PLANNING DEPARIIIT'IEIiII
O5/.O1,/.2OOO KATITY Act,ion: NOTEO8/LL/2000 GEORGE Act,ion: APPRITEM: 05600 FIRE DEPARTMEIiITO6/OL/20O0 KATITY Action: NOTE07/L8/2000 KATITY Action: APPRrtem: 05500 PIlBtIc woRKs06/0r/2000 KA,TIIY Action: NOTE
06'/O5'/2OOO ISANDOVA Act,ion: APPR
06'/ O5'/.2O00 LSATiIDOVA Action3 CANC06/O5/2OO0 I,SAI{DOVA Act,ion: NOTEo8/.L5'/.2O00 KATIIY Action: APPRO8/L5/2000 KATIIY Action: APPR
r * * i i r * * * * r r !r * ''l r **rf I i* !r * *r.r *ri*i * r* * t *ilr * r * * * * * t tt ft
See Page 2 of Ehis Document for any condit.ions uhaE may apply Eo tshis permit,.
DEEI,ARATIONS
I hereby acknowledge tshac I hav€ lead thi6 application, filIed out in fulL the inf,omation required, couplct'ed at! .ccuratc plot
plan, and stale lhat all thc Lnformation provided a€ required is correct. I agree to co[ply
Eo conply rriCh all Toen ordinanceB and dtatse lar6, and to build thi6 struceule according to
Permit #: B00-0L15
COIIDITIONS
as of 08/24/00
Permit Tlpe: ADD/AIT COMM BUILD PERMT
Appl j-cant,: SIIAW CONSTRUCTION COMpAI{Y
970-242-9236
oftlrat10n
and
and ploc plan,
subdivi si on
codes, design reviett approvBd, uniform Butldtng code and other ordinance" ot
/tn. y-" Tt,REerr'srs FoR rNgpEcrroNs sHArJrr BE UADE TwErrrr-FouR HouRs rN AD\rANca sy ***WyrA OFPI PROl.l g:O0 Afl 5!OO Ptt
send Clean-up DepoElts To: sllAtl SIGNATURE OF CONrRASOR FOR HIMSELF
********************************************************************************
****************************:l***:l***********************************************
SEaLus: ISSIIED
Applied: 05/23/20OO
Issued: 08 /24/2O00To Elq)irel. 02/20/2OOL
Job .Addt'ess:
LOCAEiON: 352 E MEADOW DR, FORMER VAIL
Parcel No: 2101-082-55-000
VAII, VII,LAGE FIRST FILING,A
ATI{LETIC CLI]B
PART OF TRAET A, BLOCK 58
Description:
FT'I-,I, PERMIT FOR PHASE I & II CONSTRU TION ONI-,Y
Conditions:1. FIRE DEP.A,RTI4EI T APPROVAL IS REQUIRED BEFORE ANY WORK EAN BE
STARTED IF THERE IS A FIRE AIARM OR SPRINKLER SYSTEM EXIST-
ING IN THE AREA OF CONSTRU(TTON. ARRANGEIIENTS MUST BE MADE
WITII THE FfR,E DEPARTT{EN T. TIIIS WILL PREVEI T FALSE ALARMS.
2. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI,IANCE.
3. NO PARKING OR STAGING OF MATERIAIS WILL BE ALLOWED WITIIOUT
AN APPROVED PIJBLIC WAY PERMIT.4. AtL CONSTRUCTION TO MEET TIIE REQUIREMENTS OF THE 1"997 I'BC,
1-999 NEC, 1998 rMC OR 1997 UMC & TTIE 1994 IIPC OR ]-997 rPC,
ALL AS ADOPTED BY THE TOWN OF VAIL, & OTHER APPLICABLE
ORDINANCES, REGI]I,ATIONS & CONDITIONS OF APPROVAI .
5. THIS BUILDING PERMIT APPLTEATION WAS SI]BMITTED BY THE
APPLIEA}iIT AS A OPHASE I & IIN ONLY APPLICATION.
FOR THIS REASON & BECAUSE NC|lr ALL REQUIRED DETAILS OF TIIE
CONSTRUCTION IIAVE BEEN SI'PPI,IED TO DATts, fiIIS PERMIT IS
BEING ISSI]ED AS A PARTIAL PERMIT IN ACCORDANCE WITII SECTION
106.4-t, 3RD PARAGRAPH, 1997 uBC. TIIUS, PER SEC. 106.4.1,I]. . .TIIE HOLDER OF A PARTIAL PERMIT SHAT,L PROCEED WITHOIIT
ASSI]RANCE TIIAT TI{E PERMIT FOR TIIE ENTIRE BUILDING OR
STRUSN'RE WILL BE GRAN|'IED,II6. PLEASE COORDINATE WUITH rHE FIRE DEpARTI\4ENT AT ALL TIMES
REGARDING PRESERVATION OF SAFE EXITING FROM TIIE BUILDING
AT AJ.L TIMES TIIAT IT MAY BE OCCUPIED DI'RING CONSTRU TION,
TIIE PREVEI!:TION OF FALSE AI,ARMS, & TTIE REVIEW & APPROVAI OF
AIVY REQUIRED SHOP DRAWINGS FOR FIRE .A,I,ARM & FIRE SPRINKLER
SYSTEMS. COIITACT MIKE MCGEE OR MIKE VAUGHAN AT 479-2l.35.
7. ALL LAIVDSCAPING ISSI]ES MUST BE RESOLVED AND ELEETRICAL
TRANSFORMER LOEATION AND DETAILS MUST BE SHOWN ON SITB PI,AN.
8. The developer sha11 submit a desigrn review board applicat,ion
for the proposed rai-sing
on the nort.h side of the
of the utility transformer locatedbuildino. The utilitv Lransformer
shall be reviewed and approved prior Lo the constructsion oralteration to the uciliEy work.
9. A snowmeLt syst.em is Eo be provided on Ehe north side of
East Meadow Drive. Construction drawings shall be submitEedto the Town of Vail for review and approval prior Eo the
construction of Ehese required improvements.10. The owner musE su-bmit, revised floor plans showing trhe
IocaEion of t,he required 150 cu. ft. of sEorage for t,he
required employee housing units. These revised plans must,
be submitted by the applicant and reviewed and approved by
Town of Vail staff prior t,o the scheduling of a rough
framing inspection for this area of the constnrctioir.11. The developer must submit revised plans addressing each of
the issues idenLified and agreed ro in the leLter from Gary
Adams to George Ruther, daled Augusc 4, 2000, prior to the
scheduling of a rouglr frarning inspection.
12- The developer must submit a revised roof plan showing the
locatrion of Ehe elevator Lower override, if one proves to be
necessary, for review and approval by Town of Vail staffprior Eo the scheduling of a rough framing inspecLion.
The heights of the tower shall not exceed tshe height approved
by Lhe Town of Vail Design Review Board.
13. The developer must submit. revised plans showing theconstruction of the wooden shut.t,ers as depicLed on the DRB
approved plans. These plans musts be submitted by che
applj-cant and reviewed and approved by Town of Vail sLaffprior to the scheduling of a rough framing inspecEion.
1-4. T'he developer must submit revised plans showing Ehe
finished heights of the entry tower. The finished height
of tshe entsry Eower musL be as indicated on t,he plans
approved by tshe Design Review Board (DRB).
l-5. The developer must submit a revised grading plan showing
all proposed grading on one plan. Specifically, the areas
on the east and west si-des on the underground parking
st.ruct,ure along East. Meadow Drive must. be shown.
16. The developer must revise sheet 3 of 5 of the civil engi-
neering drawings to increase Ehe wi-dE,h of Ehe bench shown on
Section L/L2.L. The plans shall indi-cate the horizontaL
dist,ance for the bench and wa11 baEter. The revised plans
mrst receive approval from the Town Engineer prior to the
scheduling of a rough framing inspecLion.
17. All issues regarding meeting t,he minj-mum reguiremenLs of
the adopted building codes of the Town of vail will be
required tro be resolved as part of the construction.
The owner wil.I employ a gualified fire protrecEion
engineer t,o provide an engineer-stamped reports and detsails
confirmJ-ng that, in the besc judgment of Ehe engineer, any
proposed const,ruct.j-on meEhods and/or maEerials are ac least,
eguivalent to or exceed the minimum reguirements of the
adopted codes of t,he Tovm of Vail .18. The following issues and any. other building codes compliance
issues identified during Ehe consEnrcE.ion of this project
must be resolved Eo Ehe sat,isfact,ion of Ehe chj-ef building
official . fssues identified aE Ehis time include:1) Otrlenings connecting more Eh€rn one floor and required
means of egress issues for the proposed three-level
restauranE and bar-2l The use of wood/combustible mat,erials on t.he wesuern
exterior of the building where wood is not permitEed.
3) Classifi-cation of t,he basemenEs as "sEories" based on
the finished floor above being more than L2 ft. abovefinished grade aE any point.
**il**trl**rl*rl****lll*at*ltitttttat*t**l*********t**a***i***i*l****
TOnN OF VArrJ, COTORADO Reprinted: oe/23/oo L3:49 Statemnt
*********t**{*tr******t**t*t*a******tt*t*t**t*tiltt**tt*t*t*tt***
gtatemnt Number: RBC-O658 Amount :29, o92.oo 08/23/oo a3 :47
Payment lrlethod r 0002 Notation; V.U.L.L.L.C.Init: ilN
Permits No: BO0-0115 T)E e: A- ClCIrt{ ADD/AL,T COUIiI BUILD P
Parce1 No: 2101- 082 -55- 000
glte Address: 352 B IiIEADOW DR
Location: 352 E llEADOlf DR, FORMER VAIL ATIILETIC CLUB
Thls Pa)ment
Total Fees:
29 , O92 .OO ToEal Ar,r, Pmts :
Balance I
48, 875 .00
48,875.0O
.00
Amount
500. oo
1 ,947 .OO
1,00o. oo
L9 ,642 . OO
3.00
i****A******tl*****ll*******t**artt*t**ta***********l+llll*+*+**it**
Account Code Descrlptlon
DR 00100003112200 DESre[ REVrEtf FEES
PP OO1OOOO31123OO PI,AN CHECK FBES
AD D2-DBPO8 CLB:ANUP DBPOAITS
RF11100003112700 RECRB,ATTOT{FEES
TIC OO1OOOO31128OO IIILL CATL INSPECTION FEE
NWN0Fvtn
75 S. Frontage Rd.Vail, Colora-do 81657
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
Building Permit #:
97 O - 47 9 -2149 (Inspections)
TI
Separate Permits are trical, plumbing, mechanical. etc.!8 SHETL
ConEd Assessorc Office at g7o-328-86/n or visit vvvvw.com for Parcel S
Parcef# ZIotOgL St@Q w
rob Name: y'^,t 1-lo,n,r.i,r LooAL Q.a.c)rob Address: 3; z E. flcn >o,rl)g,rt
Legal Description Lot:Block:Filins; t'a,. #
1 subdivision: ( Spr 4rne**)
owners Name: Vn U, L. L, C.Address: z\i k,otE 9r. l/41"Phone: r7c -/ga7
ArchitecvDesisnu,;D4n,, hu,n.,*)loo9iTrLS_tintJi,nn', @ ll Phone: lzu .g1ao
Engineer./Llte.,pF l lJt* l^*.-Ad95"ll'rn,r-" at', @ Phone: ?,/1_ TVGg
Detailed description of work: F&,*ru
tJo-, E)7&" Ta.rtt.t- Ft
/fur+rl* -t ttsr &ro
ilo-t 5ll b&tr n^to,
.F Borrt,or
C0A^'PA w,q.
,r\rC.i.l,craat
lE Ldr-f- eoT.
WorkCfass: New() Addition(rzf aemodel 6.l Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Eoth (,zf Does an EHU exist at this location. Yes (fJ No ( )
Type of Bldg.: Singte-family ( ) Two-family ( ) Multi-family (,rzf Commercial (/t Restaurant ( ) fther( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building:
No/Typeof FireplacesExistinq: GasApoliances( ) GasLoqs( ) Wood/Pellet( ) WoodBurninq ( )il/4-6*15
No/Type of Fireplaces ProDosed: Gas Aooliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED) Aj
Does a Fire Alarm Exist: Yes (,zJ No ( )Does a Fire Sprinkler System Exist: Yes (wJ No ( )
Fbr
4
CoMPLETE VALUATIONS FOR BUITDING PERMIT (Labor & Materaals)
BUILDING: $ /, f,OO,OoO ELECTRICAL: $ 3(A>. eor>OTHER: $
PLUMBING: $ /OO, goo MECHANICAL: $ qoo, a€c ToTAL: S 2, G Go,ooo. ee)
REFUNDCLEANUP DEPOSITTO: Shnrrf O,r6srer lr-hrcn ?
CONTRACTOR INFORMATION
General Contractor:
C*rr*u.Town of Vail Reg. No.:
rcts-q
Contact andlhone #'s: (gto\ gl z -92 )b
E A,m 6\,^t+, ot tL (t to)tot -
zzrloo
-Nbrrne Vrla
R OFFICE USE ONLY* * *t *******'t**** *:t*t ***,t**:!****^!*****
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I#8L?*E9PErl4l#lEEE&.$Sff 9$rES Ito.866 P. 1
SCEEDI]I}A
Ordu Nunber: 9 902 6 I 27 44
LEGALDESCRIMON
UAIL AITELB'IITC CtI'I 4TUMr:flVJUr6,
ExCEDgINe coadoailirln tait9 A aad 8,
Aocozllag to tic Coadoninlrn l'ap tlcreof tecozdtedt A|grgu't 34, t98l in
Eook 393 at Dage 326 6r nracpticn Ib. 209622, and Accotding to tbe
Ala€edeC srrC Eestatcd Condmjalun riap teoo*t& *-_aad as aatbel aad dcpctibcd ia thc c<radoniaiuu Deelaratlon a€oorded
Auguat 24, 1904 ia Eook 393 et page 339 aa aaceptlon lto, 289621t andtl€ eneJtded aad Sestlted Coadoaiaitn Declaretlon tecoulldred,
COL'Nf,g OE 3aCEE
dIAlE OE CODOBADO
c3 c&ttrrwvt DaNE t2ll7 l9g Bv IBw
C2 COTINfTEEET DONE 1I/TJI99 BT I.C'W.ruls coe,/TuEd4 tag paapex8D oy ocf. 7t 1999. nn ouDEIIoN$ PLEAEE
CALI) $INDA VIIdTIAIT$ At (970)919-r.0tt,
Ihlg cffitttuent is sc.at tot
torltr 84RAu55
EXWEST fl, dEI.I{nlI
JEFT LAI'PIASI
IOI,I'N OT IdJI
Project Name:
Questions? Call the Building Team at 479-2325
Department of Comm unity Development
Vo ,, Plooora n L,,t t t ( Vn,- Ar*.t, * C.ue
Project Address:E*rr Mu*s Dr,vc \ l,/n,. il,.,,t/ b*,rt
/ This Chqklist must fu comoleted before a Building Permit aopliatrbn is
accepted,
"/ ett pugu, of application is comptete
/ nurDRB approval obtained (if required) Provide a copy of approval form
S Condominium Association letter of approval attached if project is a Multi-l
d Comolete site olan submitted
Condominium Association letter of approval attached if project is a Multi-Family complex
Complete site plan submitted
{ pr1nrWay Permit application included if applicable (refer to Public Works checklist)
{
/vtr" ?Po!t,i' lf\ P.r-QotAEs
{Staging plan included (refer to Public Works checklist) No dumpster,parkano or material storaqe
allowed on roadwavs and shoulders without written aooroval
Asbestos test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Commercial)
( winoo* and door schedute (a/a - 6tr i Srea)
{ 9U structural plans, including design criteria (ie.loads),// Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
/ Soitt Report must be submitted prior to footing inspection
d fir.resistive assemblies soecified and oenetrations indicated,/{ lsmoke detectors shown on plans
dtyp.tandquantityof fireplacesrho*n( Oe,t.orttfls sf+r|'^r , Tftts td,rur- c;r}rt|
vtftl nlgAc- lql"rlr Ailarc.Anet)
Applicant's Signature:
Date of submittal:
1)y6*>t *r bf,-A
CgrosTps.-,ru
F:/everyoneforms/bldperm2
Received By:
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requir.es a Town of Vail Fire,Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment 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 tlme. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite 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 tuture permits that I apply for.
Agreed to by;
Project Name:
Date:
Print name
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{
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IVWNOF
WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESNONS REGARDING THE NEED FOR A*PUBUC WAY PERMIT":
Is this a new residence? YES
Does demolition work being performe( require the use of the Right-of-Way, easements or
public property? YES X NO_
Is any utility work needed? YES-1K_ NO
Is the driveway being repaved?YEs--X- No- (b+,t^ur)
Is a different access needed to the site other than the existing driveway? YESI- NO
Is any drainage work being done that affects the Right-of-Way, easements, or public property?
YES ,Y NO_ (Pose ,r"y)
{
s/
YES_D<_ No
If answer is NO, is a parking, staging or fencing plan required by Public Works?
YES X NO
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
Work at 479-2L98.
I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS.
SA.<* Cuus,rqvtno*)
Nol{_
Is a "Revocable Right-of-Way Permit" required? YES NO
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
&
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F:/everyone/forms/bldperm4
Company Name
PUBTIC WORKS AND THE PUBLIC WAY PERMIT PROCESS
How it relates to Building Permits:
Fill out the attached check list with the Building Permit Aoolication.
If yes was answered to any of the questions then a "Public Way" permit is required. you
can pick up an application at either Community Development, located at 75 South Frontaqe
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 control/staging 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, etc.). This
plan will expire on November lst 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.
Sketch 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 peform.
The Public Work's 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
"Buildino Permit".
) NOTE: The above process 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 15th does not
mean an automatic renewal.
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F:/everyone/forms/bldperm5
Date Signed
DRAIT{AGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Buitding Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streets and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culvert installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Ceftificate of Occupancv issuance.
Agreed to by;
'./t.V$tu f4r,o. Lo D,tEProject Name:
Date Signed:
Print Name
F:/everyone/forms/bldperm6
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MATERIAL STORAGE AI{D CONSTRUCTIOT{ PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSTTS ON PUBLIC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
q Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow; ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cause any such sand, gravd, rocks, mud, dirt, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
o Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or causes another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section l-4-L of
this Code. (1997 Code: Ordinance 5 (1979).
CODES 7-3A-1 AND 7-3A-3I PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
u No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) S 1)
a Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
seqtion of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) 5 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Project:
Date Signed:5r/zz /*
Po*. r{ q - >a*,'ffil"-c.,*t,p
F :/everyone/formsibldperm 7
TOWN OF VAII,
75 S. FRONTAGE ROADvArL, co 8L657
97 0 -479 -2t38
ADD/ALT COMM BUILD PERMT
.fOb AddTCSS: 352 E MEADOW DR
Location. ..: 352 E MEADOW DR
Parcel No. . : 2l-01-082-55-000Project No. r PR;Io0-0126
APPLICAI{:T SHAhI CONSTRUCTION COMPANY
750 HORIZON DR, GRAND .JI]NCTION
CONTRACTOR SHAW CONSTRUETTON COMPA}IY
760 HORIZON DR, GRAND .IIJNCTION
OI,{NER VAIL ATHTETIC CLI]B & SPA
285 BRTDGE ST, VAII, CO 81657
Description:
TEMP ACCESS/EGRESS STAIR FOR EXISTING SPA/CLI'B
Occupancy: 81 Et1
T:rI)e ConsLruction:lfpe Occupancy:
DEPARIMEIiIT OF COMMI]NIW DEVELOPMEI T
NOTE: THIS PERMIT MUST BE POSTED ON ,JOBSITE AT ALL TIMES
{t-tt.Permit,
Status. .
(SOUTH SIAppIied..
Issued. . -bcpires. .
B0 0 - 0115
: ISSI]ED
:To5 /23 /2oOO: 07/20/2000t ot/L6/2ooL
815 06
8r-506
Add Sq FE:
.00
Phone : 97Q-242-9236
Phone: 970-242-9236
Phone:. 970-476-198'7
co
co
FEE SUUMARY
Valuat.ion:
Fileplace Inforualion: ReBtricted:
25, 000
*of caa Appllanceg:
Regtualant Plan Revle*- - >
Rect(lation F6e-------- -->
CIean-Up Deposit------ -->
*of Gas LoE6:*of iiood/Pcllcg:
Total CalculaLed Fees_ - _ >459 .7 S
Additional Fees---- -----> .o0
Toeal Perdi! Fe6- -------> 449.75
Pavmenb6------ - {89.75
Buildj,ng----->
Plan check-- ->
InvestigaEion>
wi.11 call---->
295 .O0
.oo
3.OO
.00
.00
TO:'AL FEES-----
ITEM: O51OO BUILDING DEPARI14ENT06/0L/2000 KATITY Acuion: NOTE06/09/2000 JRII Action: APPRITEM: O54OO PI,ANNING DEPARTMEIiIT06/OL/2000 KATHY Action: APPRItem: 05500 FIRE DEPARTTiIEIiIT06/0L/2000 KATTIY Action: NCrfE
O7'/05'/2OOO JRjM Accion: APPRIt,bm:' 05500 PIIBIJIC WORKS06/OL/2OOO KATITY Action: NOTEO6'/OL'/2000 KATT{Y Accion: APPR
DEPT : BUTLDING DiViSiON:
ROUTED TO .]RM
APPROVED
DepE : PIJANNING Di-vision:
APPR PER GEORGE W,/COND'S
DEPE : FIITE DiViSiON:
ROT]TED TO VAUGIIN
OK PER MCGEE (BUII,T)
DepE: PIIB WORK Divisj-on:
ROI]TED TO PUBI-,IC WORKSN/A
*t* ttrt* i*l t*f tt
See Page 2 of t.his Document for any conditions EhaE may apply tso this permit.
DECI,ARATIONS
I heleby acknowledge lhat I havc read Ehie applicacion, fillsd outs in f,u11 che infornation !equi!.d, conPleted an accurato Plot
plrn, and Bta!6 chat alL Lh6 j.nformatsior provided aE requir€d i6 corr6ct. I agrr. go conply ltitsh !h€ iltforllation and plots pIan,
to conply idbh alL lo$n ordillances and ELate 1ans, and fo bqild thig 6cruccur6 according !o the Tot.n'6 zoning and au.bdiviEion
code6, de6ig't r6vi€w approved, UnifolE BuiLding cod6 and other ordinancos of ch€ Torn appllcable lhereto.
REQUESTS FOR INSPECTIONS Sl'{LIr BE M:\DE TWENTy-FOUR HOTRS IN AD\IANCE BY TE TEPHONE Nl 479-2135 OR AT OUR OPFICE FROlil SrO0 AM 5:00 PM
COI{IRACTOR FOR HIMSELP AND 06;;Sena 3lean-Up DeposiE To: SHAW
********************************************************************************
Permit #: 800-0116
CONDITIONS
as of 07/20/oo SIaEus: ISSUED
***************************************:l****************************************
Permit Tlpe: ADD/ALT COMM BUrLD PERMT
Applj-cant : SIIAW CONSTRUCIION COMPANY
970-242-9236
Job Address:Location: 352 E MEADOW DR (SOIITH SIDE) VAIL,
Parcel No: 21_01-082-55-000
VAIL VIII,AGE FIRST FII-,ING,A PART
Descriptsion:
TEMP ACCESS/EGRESS STArR FOR EXTSTTNG SPA/Cr-,UB
Conditions:1. FIRE DEPARI1IIENT APPROVAL IS REQUIR-ED BEFORE ANY WORK CAII BE
STARTED IF THERE IS A FIRE ALARM OR SPRINKLER EXISTING IN
TIIE AREA OF CONSTRUCTTON. THIS WILL PREVENT FALSE ALARMS.
2. FIELD INSPECTTONS ARE REQUIRED TO CHECK FOR CODE COMPLIA}ICE.
3. TTMPORARY STAIR TO BE REMOVED PRIOR TO ISSUANCE OF T.C.O.
Applied: 0s /23 /2000Issued: 07 /20 /2000To Ercpire z 0l/L6/2001
ATHLETIC CI,IJB
OF TRACT A, BLOCK 58
***t*a*tt**t!t**it***t*****tt*tt*it;*i****itr**rr****rf *rt*ttr*t*
TOnN OE VAIL, CoIOrieDo sraremnr
tt** ** ****t **t**t ***** *****!t******* t** i* ***i ***a**** tt*tt* *** t*!}
Statennt l{unber:. RBC-O656 Amoutrt: 4Ag.7S O7/2O/OO L3:2O
Payment ltethod: 35297 Notation: SHAW CIoNSIRUCTIO Init: r]t{
Pd.mit No: BO0- 0115 fl4re: A- CgMt{ ADD/ALT COmt BUII;D p
Farcel No: 2101- O82:55- 0O0
Site Mdreee: 352 B IiIEADOW DR
IJocat,Lon: 352 S MEADOW DR ( SOITTE SIDE) VAIIJ ATIIITETIC CrJU
Total Pees: 4A9.75
this Paymefirt 4S9.?5 Total ALIr PrtE: 4A9.75
Balancer .00
*a**fitrltt*t t*t*t**a t* tt,llt a *t !lr * *rt *t*l}i*tt******tt*****tt*.****r
Account Code Description Anount
BP OO1OOOO3111100 BUIIJDING PEN$IT TIEE8 295.00
PF 00100003112300 PLAN CHBCK FBES 191.75
wc 00100003112800 wIIJr cAIJr MSPECTION EBE 3.00
APP|ICATIOTI WILL TTOT !E ICCEFTED IF I]ICOIIPLETE OR UIISIGIIED
ProJccl *! -_ ,_Buiuing@
97O-aV9-2149 (Inrpcctons)
IWNUWhIY rowlr 9F vAJt BUILD
75 s. Fronterc Rd. seprnrlc Pcrnits rre rcquircd I
Y.ll, Color.do E165t
rlrc PERrirr APPLI+FG EIVE D
or clcctricrl. plumbirg. mechrflcl^|. erc.!
6g$ltll\unY 2 3 2ooo
,qtlo t ttffi tt*ny.eaatM *
JobAddrcss: 3gz t,.H,u'n trL,u,
t-egatD€scridion I t-oe I gbcr: I ritng, S*r,4.r*,.rn I suuoveion,
ownennane:VyAL. (LC - -Phone: 171"- tlL?
nrcnitecVOesigner:Aar,, / -r***Iffi IL? Hrl* 9r|.,satl'ts a-6.Phone:1t*- B?coPhone: i#-ttt E
Detailed descriotion of crc*: --,\Pcl'w Stt Annerlno Ltt-t-
workclassr Nettr() Addrtbn( ) Remodet( ) Repair( ) perno( ) orher({-ptrrnP*rr6;1;'u
Wort Type: Interlor ( )Exterior( ) Both (Lrf Does an EHU edst at this location: Yes ( ) No ( ) t
Typeof 8tdg.: slngh-famify( ) Tryofamity( ) Multi-famity( ) cmmerdai( ) R".t--rrt pAk;
rq[vpeofFircolacesExistins: c'asA slms( ) wood/pellet( ) woodBumins( ) N/l
Io/Tvpeof Fir€elaesPtoffi:CsAoolb sloos( ) wmd/Hl€t( ) woodBurninE(NoTAttowED)
Ooes a Fir€Abrm Exlst: vesld---Ff Doer a Fire SpdnlGr System Extst: ya ( w{ Xol l
cotfP[ETE yAtuATrOlfS FOR tuttDrilG pERrrtrr (t'bor i l|rb]rNb]
BUILDING: $2;,ws ETECTRICAT: $OTHER: $
PLUMBII'G: g I,ECI'IANICAL: $TorAL: S 2f.eog
RETJUND CLEANUP DEPOSIT TO:
cotfTR cron nFoRtrtAttorr
S
ruaqor:
6tL.z ol -tlLt,
*. r.* * *rt* * r * **** ** r* rl****r*rrr rt* ***.r*FOR OFFICE lIlE OilLv* * r***** **r** r****** ***r*** **** * **rr * *
i--:--, Tlpaofconrtructtoru i
PubllcweyPirnEE
^-- rts .peg?kon'up f6e's uDawdd- fJn qolroactia er,crt,nj Fbj.
F :/ercrtongfr omVbldgperm
: & FSOCIAIES np.ffi P.1
&wlga
&derlfinfu: 990a60a7-c1
1
LESIILD8SdRIPEON
uar.- I,tIEt,gEtc cltD @ryDoflIUIUr3,ffirDtnl{| OerdorLottr lECtr I trt D.
lrcEEabj u t r. cerderlaJn t{t ttoarof t .toEba rsrart 2a, tgaa ta
acpif ttt rt trt 323 tr l.o{rcf.t| b. at9522, d lf/'fa,dhg tc U.
.lr.rCod rad t rt.trd Garulnlalua tnp r'/o96!t.,,
nA .. drtJlat. d td dl,tg,lbld ln gtr Oandctetu Drp.ltstttcn srcc:drd
^ttgart
,a, ,'tl ir loot t9t $ ,'lr. taa rr lreqrtJaa tfE, 21)621t udttr rraCod otd Saatatrd 6oa&rja&n Drohatlol tt oar6.d
coNncr o2 \w
6UgE O' @[Att,o
cJ dd48ltilafi! DotE ,2ll7l9g Dt rRfl
c:, &t4$[w w rttttlgt 9, tarr.f|Ilg cilrrut mt ttlPar8D o[ oct. 7t t9t9. tur 9urtfto[t Drira&tt
crI'E SIIdD] rtti&,titrt Xt (r70tta9-r0tt.
Slttr cEbltt.rt Ir rrtt, tor
inEN cn oS!ffitr E. .d8uar
JEFY ,,,retrcI
TOWN OFVAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
VAIL, CO 81557
970-479-2135
OT|NER
Elect ical->
DRBFc€l->
Inv!$ig8tion->
will cbll->
TOTAL FEES->
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
Permit #:A0l-0012ALARMPERMIT
Job Address: 352 E MEADOW DR VAIL
Location.....: 352 E MEADOW D& VAIL ATHLETIC CLUB
ParcelNo...: 210108255000
Project No :
& SPA 02/t2/20OL Phone:
Status...: ISSUED
Applied. . : 02112/2001
Issued. . : 02/1212001
Expires. .: 08/ll/2001
970-4',t6-1987VA,IIJ ATIIIJETIC CIJ'B
285 BRIDCIE ST
VAIL, CO
816 57
License:
CONTRACTOR COMMERCIAIJ SPECIALISTS OF 02/L2/200L Phone: 970-513-7100
WESTERN COT,ORADO, r-,LC
P.O. BOX 1572
SILVERTHORNE, CO 90498
L,,icense: L5L-S
APPIJICAIiIT COMMERCIAL SPECIAI-,ISTS OF 02/r2/2O0t Phone: 970-513-7100
WESTERN COLORADO, LLC
P.O. BOX 1572
SILVERTHORNE, CO 90498
License:161.-S
Desciption: FIRE ALARM SYSTEM RETRO-FIT
Valuation: $72,000.00
ttittrrra'rar'taaartrrllllaaallallllaaaaaa*rraaaaaaraar,rr,r,|r:r,r*tr****ll FEE SIIMMARY
s1,281.00
s0.00
93.00
s1,284.00
Tolal Calculated Fees->
Additional Fccs-->
Total P€tmit Fce_-->
Paymeds--.>
BALAT{CE DUIE->
91,284.00
$0.00
91,284.00
91, 284 . 00
Approvals:rfem: 05600 FIRE DEPARTMENT
02 / 1-2 / 2OOL MVAIIGHATT Action: AP
CONDITIONS OF APPROVAL
Cond: CON0004547
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll the information requird complet€d an accurate plot plar\ and
state that all the information as required is correct. I agree to comply witb the infonnation and plot plan, to comply with all Town
ordinances and state laws, and to build this sfiuchtre according to the towns zoning and subdivision codes, design review approved,
Uniform Building Code and other ordinances of the Town applicable thereto.
CONTRACTOR FOR HMSELF AND OWNE
REQUESTS FOR INSPBCTION SSALL BE MAI'E TVYENTY.FOIJR HOURS IN ADV
f'l*lll't:;l***tl****l:i*'il******tl:i***'l*'|*'|*{r****l'*'}'}:}:}**!*'t*l**!t*****t}****t*l***'}****t{t{t'i*{t*{t***
TOWN OF VAIL, COLORADOCopy Reprhted otr 02.12-2001 at 15:40:5.3 0?l2n00l
Strtement
fl +t'l i t'i{r'}** 'lr* **'lt't** lr'}*!tl *'l** * *'l'*'t't* +'}* * ** ***'l** *'lrt** * *'l*:}*'} 'lr'l*'*f *'l*** *'}'}'t* **{' * ** *** * '} ir* f '1"}:}
Statemerrt ltumber: R00000044? Amount: $1,284.00 02/L2l2OOLO3:40 PM
Payment lttethod: Caeh Init : KMI{
Notation: *10050/coililERclAlr SPECIAIJISTS
Permit No: A01-0012 Ty?e: AIARI,I PERIT{IT
Parcel No: 210108255000
Site Ad&eee: 352 E tilBADOIt DR VAIL
Location: 352 B UEADOW DR, \IAIIT AI]IIIJETIC CIirB
Total FeeE: $1,284.00
Ttrie Payment: $1,284.00 Total AL,Lr Prnt.s: 91,284.00
Balance: $0.00
****i tt ** t**'tl trttt'lr I *t** ft'r*** *tr'l** t{r* * t* *'t**t * t*'}'}* * *:lttlt** t*'f 'l'lt* **{t** t*'l'}* *'l'l't***** **'t* *'t't * *'}
ACCOIJNTITEMLIST:
Account Code Desription Current Pmts
EP OO1()OOO311T4()() TEMPOMRY POI^IER PERMITS
M ()()1()()()()3112800 WILL CALL INSPECTION FEE
1,281.00
3.00
APPUCATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI
rcvN 0prilL
75 S. Frontage Rd.
Colorado 81657
Commercial & Residential Fire Alarm shop drawings are required at time of
application submittal and must include information listed on the Vail'
2"0 pag-e of this form. Application will not be accepted without this
information.
ConEct Asessorc Otrice at 970-328-8640 or visit for Parcel #
WorkClass: New( ) Addition( ) Remodel ( ) Repair( ) Retro-fitX) Other( )
Typeof Bldg.: Single-family( ) Two-family( ) Multi-family( ) Commercial fi) Restaurant( ) Other( )
COMPLETE VALUATIONS FOR ALARM PERIT,IIT (lAbOT & MAICT|AIS)
Fire Alarm: $ *1e, ooO r oc:
CONTRACTOR IMORMATION
Parcef # (Required if no bldg. Permit# is provided above) 7t1l Oge 55 oOl - o
JobAddress: 35Z. Easr tdelr:oul Dg.Job Name: \siu N\our"ys1n1 Looce
Phone: ( q.',o I 4l t-- O-l OOAddress: 3Sz e.m,eoo,^, Drz.Owners Name: 1N\L-. r L C
Phonu'(3o3) G4e- 06Address: Qrz \\irv.4o Gclx,..rEngineer: Hr('u (g-s,r
Detailed Location of work: (i.e., floor, unit #, bldg. #)
Detailed description of work:
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: zf q-,
Does a Fire Sprinkler System Exist: ves (A) No ( )Does a Fire Alarm Exist: Yo $() No ( )
Fire Alarm Contractor:<snmE{.CrAL ape{tAtr S-TS oF
\lE=srr€rli.t C-ci Lr>r<-lort ^ L!{, r
Town of Vail Reg. No.:
lut- I Contact and Phone #'s:
f,e'srv [)or{'cn (lro) 513--1 loo
Contractor Signature: A tY(r, ht L_-Z--
*******i**r*i********************it***iFOR OFFICE USE ONLY*.********'t*trt***************it**'r****
S tzslce
F:/everyone/forms/alrmperm
#lotyrro
TOWN OF VAIL FIRE DEPARTMENT PROCESS
FOR COMMERCIAL & RESIDENTIAL EIRE ALARM SYSTEMS
Commercial and Residential Fire Alarm shop drawing requirements at time of
submittal must include the following:
.\
\
\
A Colorado Registered Enginee/s stamp.
Device locaUons on reflected ceiling plans.
Typical device wiring diagrams.
Battery calculations.
A list of specific device model numbers.
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 conductors.
The source of AC power circuits.
Fire alarm panel locations.
Knox Box location.
Information indicating monitoring method and monitoring
a9ency.
tnformation regarding property managerc and contact numbers.
Owner/s primary residence location and contact numbers.
Instructions for fire alarm system operations and any peftinent
code numbers for proper operations.
This check list has been provided to ensure that our leview process may be
handled in a timely manner.
I have read and understand the above listed submittal requircments:
Project name:
Contractor Signature:
Date Signed:
TOWN OFVAIL
75 S.FRONTAGEROAD
VAIL, CO 8I657
970-479-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT
Job Address: 352 E MEADOW DR VAIL
Location.....: 2 MOCK UP LTNITS
Parcel No...: 210108255000
ProjectNo : Q 9-EOg - to\Lto
OIINER VAII, ATIILETIC CLI'B & SPA
285 BRIDGE ST
VAIIJ, CO
816 57
CONTRACTOR ALL STAIE FIRE PROTECTION, It}/1-2/2000 Phone: 303-288-3901
5045 E 76rH #L2
COMMERCE CITY CO
80022
L,icense:370-S
Desciption: fire sprinkler SYSTEM FOR 2 MOCK UP UNITS
Valuation: $2.000.00
Fireplace lnformalion: Restric'ted:# ofGas Appliances: 0 # ofGas t ogs: 0
FEE STMMARY
54 O . oo R€stuarant Plan Review->
s1o. oo DRB F
so . oo TOTAL FEES--->
93.00
t0/L2/2000 Phone : 970-476-L997
9o . oo Total Calculalcd Fees->
5o. oo Additional Fees-->
953 . oo Total Permit Fes---->
PaYnents----"'-1
BAL{]{CE DIJIE.-_>
F00-0027
ISSUED
to/t2/2000
lL/02t2000
05/01i2001
# of Wood Pcllel 0
Mechanical->
Plan Check-->
Investi galion->
will call->
s53.00
s0.00
$53.00
ss3 . 00
50.00
It,irtItt*I||t* |||I'rItem: 05100 BUII-'DING DEPARTMENI
Item: 05600 FIRE DEPARTMBflT
tL/OL/2000 rnvaug'han
nfpa 13 required
Action: AP subject to rewision on inspecEion. Complian
CONDITION OF APPROVAL
Cond: 12
::lT.":,T.t::,",:,:fl:..,X.-:::::T,:-.::--.T:-".:,:,"-1-::::,::,T.:-'-1H-:,";,+,.,,.,.,,*.,,,*,,,**,.,,,*,,,*,**,.*.
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 correct. I agree to comply with the information and plot plan, to comply with all Tov"n
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'
TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM ' 5 PM.REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADV
l*f *'ll***lt't!t*l*''1.*l**l*f *'t**f al*f *t+*f **l***f f f ***l***'|*'ilf f *f *t****t**'t'il*'| *ll*'i'if *'*'ir*'|'|f
TOWNOFVAIL, COLORADO Stdement
*t**f *f *tttt**l*rl**tttttt*rt*tt**t'itttrirt*tf **tr*tf *'**tf **'|*t*{ri,}'}*l**'tf *'ltlr***'l't'}**:}'t*l**'}ll***l
gtatemeltt lhlnrber: RO0OOOO165 Amount: S53.00 Ll/o2/2OOOOt:08 Pl{
Payment ltlethod: Cash fnlt: LC
Notation: CAfIH
Pemit No: F00 - 0027 Type : SPRINKIJER PERT,I]T
Parcel lfo: 210108255000
Site Ad&eee: 352 E lilEeDOW DR \IAIL
IJocatiorr: 2 I,IOCK IIP UNITS
Tota1 Feeg; 953.00
flrie Payment: 953.00 Total AIfr IhtB: $53.00
Balance: $0.00
||ttr*ttt**ft'i+tf**'t*********+'illt*f*t**|}l*lt'l'lr*li*{r{ri*tl***'}***tl*{t'}**+*lf*+**'t+****l*'}f*:t'}'}+
ACCOIJNT ITEMLIST:
Account Code Description Current ffis
MP OO1OOOO31113OO I.|ECHANICAL PERMIT FEES 4O.OO
PF 00100003112300 PLAil CHECK FEES 10.00
rfi 00100003112800 I{ILL CALL INSPECTIoN FEE 3.00
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970419-2138
DEPARTMENT OF COMMI.JNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT
Job Address: 352 E MEADOW DR VAIL
Locatiol....:
ParcelNo...: 210108255000
hojectNo :
Permit #: F00-0028
otrtNER vArIJ ATttL,ETrc Cr'uB & SPA :aO/72/2OOO Phone: 970-4?6-t987
- 285 BRIDGE ST
VAIL, CO
ApprrrcANr ooitSilt" FrRE PRorEcrroN' rto/:*2/2ooo Phone: 303-288-3901
5045 E 76',tlH #L2
COMMERCE CITY CO
coMRAcroR o"floSiirt FrRE PRorEcrroN' rto/t2/zooo Phone: 303-288-3901
5045 E 76TH *L2
COMMERCE CITY CO
80022
License:3?0-S
ISSIJED
t0/1212000
0112212001
0712112001
# ofGas Logs: 0 f of wood Pellet: 0
.".i":;;-fiff;--*-*ttttt*tt*tt*tttt*+***"*'rr**r*'!FFtrr+rFr"$2s3.00
Desciption: FIRE SPRINKLER SYSTEM'
Valuation: $10'000.00
Firalace Infonution: Resticted: # ofGas Appliances: 0
rttitt*t+*rt**r*tt.'rtrrr*.*tr""r*'*"**tt*"*'r'trt*r**ii*t+r*tl* FEE SUMMARY
Mochrnicd-> $200' 00 RestuErl Plrl Review->
;i;?n;-t fso. oo DRB Fee---->
Inv€otigtfon> $0 ' 00 TOTAL rEES-'------>
lvill Call--> 13 ' 0 0
$0.00
$0.00
s2s3.00
Totrl Cslculat€d Fe€s->
Artditionrl Fees-.__->
Tolal P€mdt F€a-__>
Psyln€,nls------------->
BALANCE DIJE..--..--->
$0.$o.oo
i2s3.0o
53,00
10. 00
i2s3.0o
l2s3.0o
IIEM: O51OO BUII,DING DEPARTMENT
iIEM: O55OO FIRE DEPARTMENT
1,2/2L/2OOO 4Eo Action: APCR plans are approved as meeeing minimum code' I
was duetoownerchangeinscopeofFPEcommenLs.Futurechangesandcorrectionsareper
on
t?iirirto? Sioi?E"tt""ttot;..ron: Ap pER 450 AppRovAL GRANTED FoR PHA'E r oNLY',FUI
SUBMITTAI,S ARE REQUIRED
CONDITION OF APPROVAL
t2Cond:
FIEI,D INSPECTIONS ARE REQUIRED ro cHEcK FoR coDE col{P!,1}I-9*
DECI.ARATIONS
I hereby acknou,redge that I have read this applicatioq filled out in full the infonnation required, completed an accurate plot plan' and
state that all the information as required is correct. I .d;-."tttpft,h the inf. ormationand plot plan' to comply with au rown
ordinjances and srate laws, and to buitd this structue acc;;;;-ffi ryo^ zoning and subdivision codes, desigp review approve4
i;"tf"#;dt"c code and other ordinances of the Town apptic,able thereto.
REerJEsrs FoR lNspEcrroN
'HALL
BE MADE TwENTy_FouR HouRs IN AD'AN'E By TELE'H'NE AT 479-2138 oR AT orJR oFFIcE FR.M 8:00 AM - 5 pM'
TOWN OF VAIL DEPARTMENT OF COMMLTNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL. CO 81657
970-479-2t38
ParcelNo...: 210108255000
ProjectNo : ?4TN-O/e4
ot/\rNER vArL ATIILETIC CLUB & SpA LO/O9/20OO Phone: 970-476-)-987
285 BRIDGE ST
vArr_,. co
81657
CONTRACTOR B & B ELECTRIC, INC. 70/09/2000 Phone: 970-242-2450
2e18 1/2 NORTr{ AVEXTUE
GRAND .]UNCTION, CO
O.L]UI
License t 266-E
APPI-,ICAIIT B & B ELECTRIC, INC. 10/09/2000 Ptrone: 910-242-2450
28!8 L/2 NORTH AVE$IUE
. . GRAND .JI]NCTION, CO
815 01
Desciption: ELECTRICAL FOR PHASE I CONSTRUCTION.
Valuation: $70,000.00
FEE SIJMIVIARY
s0. oo
s0.00
s3 .0o
TOTALFEES-> 91,2 so . oo
Approvals:IE6m: 06000 ELECTRICAL DEPARTMEITT
!0/09/2000 cF(G Action: AP' Item: 05600 FIRE DEPARTMENT
CONDITIONS OF APPROVALCond: 12
FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI.,IANCE.
Cond: CON0004415
AI,L WORK TO BE IN ACCORDAI{CE WITII TIIE 1999 NEC AS A.DOPTED BY THE TO$'N OF VATI,.
Cond: CON0004416
SEE BOO-0115 FOR ENGINEER-STATUPED ELECTRICAL DRAWINGS.
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,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E00-0201
Job Address: 352 E MEADOW DR VAIL Status...: ISSUED
Location.....: VAIL MOUNTAIN LODGE (FORMER V.A.C.) Applied. . : 10/0912000
Issued. . : 1011312000
Exoires . .: 04lll/200l
f,,f6eff61f---> 5J.,247 - oo Total Calculated Fees-> 51, 250 . 00
9O. OODRB Fee-->
lnve$igation->
will call-->
Additional Fees-->
Totel Permil Fee-> 51,250.00
Paynents-> 51, 250 .00
BALAI{CE DUE->9O .00
Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ,\DV TELEPHONE T 479-2138 OR AT otrR OFFICE FROM 8:00 AM " 5 PM.
OR CONTRACTORFOR HIMSELF AND OWNE
* 'l * 't't* * +:* + {r*'t f +++*tl*'l'l'}r**'}r+{r++++++ttt++*,t+rt!t**ti*:S*f *a*'t:t{r'tf *'t,tt t + {r:f,{t 't + r* *+ + +'r* f *!r!sir*+*t't
TOWN OF VAIL, COLORADO Stst€rn€ot
*++*'f :l++*'l'|**+*++*rif +**'l'**:t'lrr|tl'f 'i{r'|:tl+{'*,t***'l+'l+'l'lf*lt*****++{r*+***!t**{.:r!***dr:$d.*+{.*+;+'l*,t'}r{r't*+
Statenrent Nuiber: R000000050 Amount: 91,250.00 70/L3/2OOO1I.:35 Alt!
Palment l{ethod: Check Init : .IJC
l{otat.ion: #59'l9 /B&B Electric .
--------:---
Permit No: 800-0201 lYpe: EITECIRICAIT PERIIIIT
Parcel No: 210108255000
Site Addrege: 352 E MEADOI{ DR VAIL,
Lrocation: IIAIIJ ITIOITNTAIN IJODGE ( FORI4ER V.A.C. )
rhis paymenr,: $1,2s0.00 t"."lo:;i fi::: 31:3i3:il
Balance: $0.00
+*'**+****************'t*'t'*++**rt*r.'t**'tt't'f **+*{'+*+'i***f *'t*****'t*****,}*i*+*'*l+******,i,r.r.*:rr*'}**{.**
ACCOTJNT ITEM LIST:
Account Code Descriotion Current Pnts
EP OO1()O()(}31114()() TEMPORARY PO.JER PERMITS
I,JC OO1OOOO31128OO WILL CALL INSPECTION.FEE
1,247.00
3.00
SEP-27-2000 tlED 02:02 Pl'l B&B&ELECTRIC INC
gEP-27 -tAO lOrSO FRo r TQV-CoM-DEV-DEPT '
75 $ FmntageRrI.
Vail, Colorf,o a1657
FAl( N0, 9702418687' t D | 3'lttq f :12114-1
APPLICATTOIT WIU iIOT BE ACCEPTED TT IflCO}IPL TE OR
PruJ-d#t
Building Permit #:
Eted'rcal Permit #:
9m-479-2t!9(l
frFee*:.::-1 i. . "i'r' ' :.6Fe:neEfl:"r .-
,A-r.EirtadBy;
atner Sqn.ofE.' . '
P. 0t
at97G32E-Effi orvf,st hr@l#
)ob Narne:VAtt- fv\ouFlT*rFl r-6o6e
JobMdress:--- ?5z. g. mtrou, OR. Vftt\'
rrgalgggptrf It-on iebcrs llntins,I sroolvis'rm:
.---- 'i
trfffiJi9&ei rc,c.-rra l--sea A FLo.-.* vorr ^.r "*t*TqEngfieen-Address:lPhone:
:=DAiiE'aAfr
Ftioii or wo * :
NeW - Pw I Co"tsrs.$,cl rqa
I
WorkChss: Nevr( ) Addkioo( ) RemodelQg Repair( ) TemPPdwer( ) gqg]( ) --
lnrnr''"rt t Exterior(t eoth(.1 lOoesanEHUcdstat0rlslocatbn: Yes( ) No( )
Type of Bldg.: gngle"lbrniV ( ) Duplex ( ) Multi'famity ( ) Comncrcial (tQ Festaurant ( ) Ofher ( )
No. of Exi*ing Dwelling Unfs in thls builditlg:No- of Acornnrodotion Units in this bqilding:
Is tiis permit for a hot tub: Yes L -)
t/
coupr.ETE sQ. FEET FOR t{Eut BUTLDS and VALUATTONS FOR ALL OTHERS ({Uor U {ateriatsltt-__-.-r
AMOUNI-OF SQ FTIN SIRUCTURE:ELECUIICAL vAlIAnorl. +
"!gq..a
-
CONTRACTOR INFORIiA'TION
EffitalConhcbr;
GrtG rlec*ri<., lr'e,
Tom ofVail Reg, No.:
Zl.a.'L
Corrba and Bhone #'s:#fuA."'J- ?lo'L+"-z+so
\--crntrector Signaturel
F./eve0€rgbrnvelecp(rrn 4-
off+
TOWN OFVAIL DEPARTMENT OF COMMUNITYDEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: 800-0203
Job Address: 352 E MEADOW DRVAIL Status . . . : ISSUED
Location.....: 352 E MEADOW DR, VAIL ATHLETIC CLUB Applied . . : 10/10/2000
ParcelNo...: 210108255000 Issued. .: 10/13/2000
ProjectNo : Expires. .: 04/lll200l
OWNER VAIL ATIILETIC CLI]B & SPA LO/L0/200O Phone: 970-476-L987
285 BRIDGE ST
VAIIT, CO
81657
COIfTRACTOR B & B ELECTRTC, INC. L0/L0/2000 Phone: 970-242-2450
28L8 !/2 NORTH AVENTE
GR.AI.ID ,IUNCTION, CO
81501
L,icense: 266-E
APPLTCAIfT B & B EITECTRTC, rNC. L0/L0/2000 Phone: 9'70-242-2450
28L8 A/2 NORTH AVEEilttE
GRAND iIIINCTION, CO
81501
Desciption: REPULL FEEDER FOR BUILDING TRANSFORMER.
--::::.:::,...-.:.::::::*-**++++.****'.r,r,,..,,*..r.r.*,:|:*:r FEEsuMMARy *,r,,,r,,,*,,*****r..*,,**:r*:r*+.,|*,','***r',*r.'r'r''.',|
Total Calc,ulat d Fe€s-> 993 . O0
Mditional Fees__> 90 . 00
Total psrmit Fee__> i93 . 00
Paymants-> 993 .00
BALANCE DLIE-> S0.00
Elech.ical--> 390.00
DRB Fce-->
Investigalion->
will csll->
s0.00
90. 00
93. OO
Aoorovals:IfAm: 06000 ELECTRICAI DEPARTMEIE
TOTALFEES-> S93. OO
10110/2000 GRG
Item: 05600 FIRE DEPARTMEIII
Action: AP
CONDITIONS OF APPROVAL
Cond: 12
FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPI,IAI'ICE.
Cond: CONOO044L7
:l:.::::.,::...::,-::,,:-::,",',.::::.:-,::,:.1--::."---T.'.:.x:..::-.:::,n:."-:,,:,1,-:.::.-:."*-.:,:,...].:Lt*;.....
DECLARATIONS
I hoeby acknowledge that I have read this applicatioq filled out in full the infomration 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 sfiuctue 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.FOUR HOLIRS IN ADVANCE BY
SIGNATI.JRE
AT 479-2138 OR AT OIr'R oFFICE FROM 8:00 AM - 5 PM.
CTOR FOR HIMSELF AND OWNE
*f **'ir**'lt*l**t*l*f *lt+tf tt{'***ll***'tl*{'***l**'l**ll***'}l**'ltttt**lr*l+*'}'}r+*'}:tl***'tt*'t'}llr'lr'r***
TOWNOFVAIL, COLORADO Statemeot
Statement Nuniber: R000000051 Arnount: $93.00 L0/L3l2OOotL:36 All
Pavme't lletshod: check
ooa.aroll,tt'*it"rrl"* Elecrric
Pemit No: 800-0203 Type: BLECIRICAL PERI{IT
Parcel No; 210108255000
Site AddresB: 352 E I{EADOIT DR VAIIJ
r lJocation: 352 E I{EADOW DR, VAIIJ ATHLBTIC CIitB
Total Feea: 993.00
Ihis Payment: 993.00 Total AL& Irrnta: 993.00
Balance: S0.00
t*tr+t+*rttt*ttt***tt{rt**tttf ttt****++***ttxttt*f l{r't't'}t+d.lrttll*'l'l*i{r****t,}'3:}l**'t***'t**+'t****{r
ACCOIJNT IIEM LIST:
Account Code Oescriotion Current ms
EP 00100003111400 TE|I'IPORARY PO.JER PERHITS
I{C ()()1()()()()31128()() HLL CALL INSPECTION FEE
90 .00
3 .00
sEP-27-2000 tfED
SEF-2?-os 1O t SO
02:02 Pil B&B&ELECTRIC INC
FROI{: TOV-COU - DEv-DEF L FA}{ N0. 9702418687
I l): g'llt.| f a?1uz
P. 02
AprlrcArroil wrLL Nor EE AccEprED rF rnry"tffj{ IiW
Buitd in g Permit # :,.$-oo-*f 15-
SedkdFermit#:
97O-479-2L49(rn
TVtrT]NYfrL
75 S. tr'rontrse R.l.
Vail, Colorddo 81657
"t orvisitaraa
lob Nryne:
vAll
Job Address:?5?- g $/t€noour oR. .vtllL e.o
t-egalHiption ll tou ll Blodc I Flhg:Subdivision:
Engineer:Address:Phone:
TGipoodiiFub[oiwofr:
ReP,rt-t Feeose FoG. ButuPrxe T8fttrlsFoRlrEa.
I
WorkClass: New( ) Addrtioo( ) Reilmdd( ) Repair( )4lempPonver( ) 0$er04)
WorkTyper Intcrior( ) E$enbr( ) Eoth( )Doe an El{U uist at thls'locatim: Ye ( ) t,lo ( )
llro' otnccom^oOatlon Untts in ttris bulldlng:No. of Exlsting D'^telliq Unils In thls building:
---------=:=---.-- :;r =-. lE =-,;,-.!----a
Is this oermit for a hot tub: Yes ( ) No ($
cOllpt.ETE Se. FEET fOR NEW BUIIDS and VAII,ATIOilS FOR ALL OTIIERS (Labor & ttlaterLrls)
ATJOUNT OF SQ. FT IN STRUCIIJRE:EI,ECIRICALVTTATION: f $. 66e.v
giB Elecrtctc-.rr{c
*****fri *r*i+*r{.r.**.***+ll trr**r*"*****FoR OFFICE USE ORIJ.**"**r**r.{.lllr***+4}l***er11116r4**
Filevrt)€na/tlormqtdcr:p('1fi
TOWN OFVAIL DEPARTMENT OF COMMUMTYDEVELOPMENT
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTNCAL PERMIT Permit #: E00-0204
Job Address: 352 E MEADOW DR VAIL Stafus . . . : ISSUED
Location.....: 352 E MEADOW D& VAIL MOUNTAIN LODG Applied . . : l0/l l/2000
ParcelNo...: 210108255000 Issued. . : 10/13/2000
ProjectNo : Expires. .: 04/lll200l
oI{NER VArL ATHLETTC CLITB & SPA L0/L1/2000 Phone: 9'70-476-L987
285 BRIDGE ST
VAIIJ, CO
81657
CONTRACTOR B & B EI-,ECTRIC, INC. L1/LI/2OOO Phone: 910-242-2450
28L8 a/2 NORTII AVEEiIUE
GRAND JI]NCTION, CO
815 01
License: 266-E
APPLTCANT B & B ELEeIRIC, INC. L0/LL/2O00 Phone: 970-242-2450
281-S L/2 NORTH AVEiITIE
GRLIID ,JITNCTION, CO
81501
Desciption: Demolition of existing pools and spas, former VAC.
Valuation: $5.000.00
FEE SUMMARY *rttttia+araltt*artrll.rtttaaaaataaraaa*rt****aatrtr...r.....
Total Calculetcd Fe€s.-> S93 . 00
Additional Fees->90.00
Total permit Feo_> S93 . 0o
Paymerfis------> S93 ,00
BAI-ANCE DUE----> so'oo
llla,laaltltlllllllllaat||i****ala**,t
Approvals:Item: 05000 ELECTRICAL DEPARTMEIiIT
Electrical-----> S9o. o0
DRB Fee---->
Invctigalion->
Will Call----->
90 .00
so. o0
F3.00
TOTALFEES-> S93, OO
10/1112000 GRG
Item: 05600 FIR"E DEPARTMENI
Actionr AP
CONDITIONS OF APPROVAL
Cond: 12
FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIAIICE.
Cond: CO110004418
:]:.::::-::..::-.::--::H::-::i:..:l-:,,1-,:::..:;'..T...:.::..::--:::.:::.1.:.1,.,'.::..:.':..:.'...:::.1:.....
DECLARATIONS
I hereby acknowledge that I have read this application, Iilled out in firll the information required, completed an accuate plot plan, and
state that all the infonnation as required is correct. I agree to comply with the information and plot plar1 to comply with all Town
ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved,
Uniform Building Code and other ordinances ofthe Torvn applicable thereto.
RDQI-,'ESTS FOR INSPECTION SHALL BE MADE TWENTY-I'OTIR HOURS IN ADVANCE 138 OR AT Ol,'R OFFICE FROM E:00 AM - 5 PM.
ORFORHIMSELF AND OWNE
'il*:l'i*+*,i'i*****f *'i******f f tt't*l**'f {rt*l*'}+:t*+*'t***l*:l:}*ll*att*lt{r**'}f *lr'}'}'lt:}:}:al*tt'l*li**l****+'t
TOWNOFVAIL. COLORADO Statmeot
Statemerrt N'ur$er: R000000062 Arcunt: $93.00 LO/X3/2O0O1I:38 AII
Payment l{ethod: Check Init: LC
Ilotation: *5979|sfa Blectric
Pennit No: E0O-0204 Tlpe: BLECIRICAIT PERI'IIT -Parcel [fo: 210108255000gite MdreEs: 352 B IIEADOW DR \rA.IIr
Location: 352 I UEADOII DR, \rAIIr UOI'NTAIN I'|oDG
Total- Pees: $93.00
Thie Payment I $93.00 Total AIJL [tntB r $93.00
Balance: $0.00
.trtltttr**l***l**tt'tf*'i**l*'a*'it***'|t*t+{rt******'}**{r{r'}!t*f t**'}*rl***'}'}*'f ,l 'f *t{r*{r**********'tl****+{r{t*
ACCOI,JNT ITEM LIST:
Account Code Description Current Pnts
EP 00100003111400 TEI'IP0RARY PotlER PERNITS
r.rc 00100003u2800 hlILL CALL INSPECTI0t'| FEE
90.00
3.00
SEP-2?-2000 l,fED 02103 Pl{ B&B&ELECTRIC INC
S;EP-}?-aa lO: sa FEQM: ToU-CO!I-DEV-DEPT '
APPIJCATTOil U'IIL NOT BE AOCEPIED IF II{COMPLETE OR UT{S
ElecfriEal Permit #:
97O- 479-214t (Inspecfions)
XINNMYffi
75 S- Frontase Rd-
Vail, Goloraio 81657
CO}IPLTTE se.FOR NEW BUILDS
I
6**rr******+.r*** *.J*********r*.*?.-***rFOR OFFIGE USE Ol{LYl**tr'*l*+***a.r*-+i**********$ll*+**
FAl{ NO. 9?0241868?
ll) | 5'att4 l5:d'rtz P, 03
ConAct orffiFrtr6;ilfr-ir@lirref :
Job Address:352- E,DR. VAIL. errirrehoow
tegat Descrlptbn fl Loc ll Btck I Fling:Snbdlvlsion:
FrfERWr; .r* t tP-1ffifo^o6c <r v*,r c.. Pr!.g ftont'gto- rrt-tqg"-
Erqhrecr:Tddress:Phonet
'iretailed?€scriffi n q? wotk:
bEmotrrr"N oF Poil.s .ArilD SPRS
Wo,rkclass: New() Addirion( ) nemodil( ) Repair( ) TempPo ,,erd) outofXt
WorkTy?* Interiorl ) E)ftrt6( ) 8oh( )Does an EHU o<ist a thls locati<m: Yes ( ) No ( )
TrTpe of 81d9.: Singlefamily ())Duplex 1 ) Mufi-famiV( ) comnwdal (!) R€saurqrtt( ) A|g(
No. of Histing Dwdling Unfts in this buildang: I
ffi;F'ieaErrn Effi : --ET)-laa1
VALUATIONS FOR ALL OT}IERS (Ltbor & ifaterials)
F;/seryon4forms/clecpetm
<
sEP-2?-2000 l,fED
sEF-a?-o0 ro.so
02:03 PI{ B&B&ELECTRIC INC
FROtI : ToU-COll-DEu-DEPT '
Ffl( N0, y7024l868?
rD. g'?84"924s2
P. 04
FAGE 2/2
-f o\rcrhead services are not allouted in the Town of Vail'
-' lJndergrouno ="*ic.s t uuu to be in conduit trr6 ii"* ttt* transfonner to the electic meter, main disconnect
- ilit*r-una to the fiJ ehctrkal distlbution circuit breaker panel.
s- The main disconnJsrlt*, Jnarr be bcated;;iliil i';JJ"n the exterior wall of he sbudure easly
accessible.,.liffi fi ;undconduitsl'e'€qu:c1.9,h.:1'f 1t1d-,*j::S3ll11"gT;F;fl1 Commonfil ffiir:jr:ffiffi1'il;"H Ll"Jilil *ii"i"i r""*. ."btes it'all pass fiom one r$rit to another'
umlls and sPaccs are acxePted.
.o. -;.iM
caure (iromed is ryt 11ry9 jyil1ip""lfy:ili o(ceeding three (3) stories.
7ilf 'HIr:ffiiilffr",,n"t1.r than size *ewilibe pirmitted \"ith trerown of Vail'
n All installations of efterior hot hrbs or spa's require a DgB t
- not-OJ.optuA wfthout a copf of the DRB approval form
from plannlng. Thls application will
(if applicable).
a new elenated platsorm or deck over/a If th's permit is for installation of an e<terior hot tub or q
30" above grade, you mut also obtain a building permit'
9. Itlht5pefml[lslorllr>tdrEtrurrr'r srrt'Ars"'lJ' "slrwv v_F- !" - ' y thA t Will SUppOft ttfe addedt ; ,t dtural engineer must rcview the existinglcondition.and-verif
concenbatert loa<|. please provide a cow oitni sruaural enginee* wet stamPed letter or dnwtng
with th'ts aPPlication. 4_
rr If this ls a remodel ln a multi-family buildino with a horneowners association' a letter of permisslon
from the association is required'
d- lf this permit is for a commercial'space, two (2) sets of drawings are required.
I have the above'
Signalurc Signed
;1#JHtH{r,11?i""'i'f iU:si;'gr#'**:g:-n*"H':"ffi f tfrffi;f"l?ft:HJ,fiffi#;?-#fi;;;iG, b.^,*"n dre hours of sam and eam. You
ffi;;1 "*;;". ,;G mait aho the inspecror will call vou back.
TOWN OF VAII,
75 S. FRONTAGE ROADVAIL, CO 8L657
970-479-21-38
DEPARTI{ENT OF COMMT'NITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON iIOBSITE
PermitMECIIAI{ICAL PERMIT
AT AI.,L TIMES
# : M00 -01-03
ilob Address...:Location......: 352 E MEADOW DRParcel No..... : 2101-082-55-000
Projects Number: PRiI00-0126
Status...
(FORMER VArrJ AApplied. .
Issued. . .
E:<pires. -
: ISSI]ED
IJO9 /LL/2OOO. 09/L4/?OOO: O3/L3/20ot
Phone t 970-949-0259
Phone: 970-949-0259
Phone: 970-476-0'70O
75, 000.00
l+of wood/PcLlot:
APPI,ICANT
CONTRA TOR
OI'INER
ROBINSON MBEHANICAL
5541 CEIWRAL AVENI'E,
ROBINSON MECHAIIICAL
5541 CENTRAL AVENT'E,
VAII. MOI]NTATN LODGE
, vArL, co 91657
COMPA}IY
BOI'LDER,
COMPAIVY
BOI'LDER,
80301
803 0r_
co
co
Description:
SHEET METAL WORK FOR REMODEL
Fireplac. Inforoetsion: Rc6tricted: Y *of Gas Applianceg:*Of Oa€ Log6:
,00
.00 Additsional F6es--------->
1, 87s .0o Total P.rflit Fcc-------->
Pal rcnta-------
Valuation:
*r**re**aratr. FBE sIrullARY trrr*tr j*r*****
Mcchanical- -- >
PIan check- -- >
Invcdtigation>
$ilI calI---->
1,500.0O Re€luarant Plan Rcvicr- - >
375.00 DRB Fes--------
.00
3.O0
TOTAL FEES. - -- -
BAIA.IICE DUE- - -.
IIEM: O51OO BUIIJDING DEPARITI'IEIiIT DEPts: BUIIJDING DJ-V1SiON:O9/L3/2OOO iIRM ACEiON: NO1TE PERMIT TO GARYo9'/L4'/2000 GGOODET-,L Action: APPR SEE 800-0115 FOR Pr.,AliISrtbm:-05600 FIRE DEPART!{ENr Dept: FIRE Division:
EONDITION OF APPROVAL
FIELD INSPEETIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.
COMBUSTION AIR IS REQUIRED PBR SEC. 701 OF THE 1997 UMC, ORsEgrroN 701 0F THE 1997 rMC.INSTALI.ATION MUST CONFORM TO MANT'FAETURES INSTRUETTONS ATiIDTO CHAE{TER TO OF TIIE 1.997 I'MC, CHAPTBR 10 OF THE 1997 IMC.
GAS APPLIAIICES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND
SHAI.,L TERMINATE AS SPECIFIED IN SEC.8O5 OF TIIE 1997 UME, OR
CHAPTBR 8 OF TIIE 1997 IMC.ACCESS TO HEATING EQUIPMETiIT MUST COTI,IPLY WTTTI CHAPTER 3 AIIDSEC.1O17 OF THE 1997 IJMC AND CHAPTER 3 OF THE 1997 IMC,BOILERS SI{ALL BE MOI'NTED ON FLOORS OF NONCOMBUSTIBTE CONST.I'NLESS I.ISTED FOR MOI'NTING ON COMBUSTIBLE FLOORING.PERMIT,PI,ANS A}TD CODE ATiIALYSIS MIUST BE POSTED IN MECHANIEAL
ROOM PRIOR TO AN INSPEETION REOI'EST.DRAIIIAGE OF MECHANICAI. ROOMS CONTAINING HEATING OR HCIT-WATER
SUPPLY BOILERS SHATL BE EOUIPPED WITH A FI,OOR DRAIN PER SEC.LO22 OF THE 1997 I'MC, OR SECTION 1004.5 OF TTIE 1997 IMC.ALL WORK IS TO BE IN ACCORDANCE WITH THE APPLICABI'E
REQUIREMEIITS OF THE 1998 INTERNATTONAL MEEIIA}TIEAL EODE (IMC)
OR, AS AN APPROVBD ALTERNATTVE CODE, THE 1.997 I'NIFORM
1, 878 . O0
.o0
1, 8?a .00
1, S7S . OO
1-2.
3.
4.
5.
6.
7.
8.
9.
l
MIiCIIANICAL CODE (UMC) , Al.lD THE APPROVED ENGINEER-STAII{PEDPI.}\NS.10. SEE BOO-0115 FOR APPROVED, ENGINEER-STAIIPBD II{ECIIAIIICAL PI,ANS
********************************************************************************
DBCLARATIONS
I h.r.by acknorlcdgc thal I havc r6ad gh16 .pplication, fillcd oul ln fuLL Chc Lnfor[tlLon r.quir.d, coDplct.d rn rccurrC. ploe
plen. rnd atels tstrtl al.I thc inforlaElon provLd€d es requilail is corr6cL. I agr66 t'o couply rItsh Ehr lnforrecl,on and plot pllr|,
to cotlply i,iCh rll Toen ordlndrcr! and slata 1rx6, and to buil.t tshLa Etructurc accordj,ng to thc torn'e zonlnE .nd subdivlelon
codca, acaign roview approvcd, lrnifolE Building codc and oth.r ordinenccr of thc Toun epplicrbte chGrcto.
REQUESTS FOR INSPECTIONS gHAI,], BE MADE T!{ENTY-FOUR HOI'RS IN CB FROU S:00 llil 5:00 PM
SIGNATINE OT OflTTBR OR CONTRI'C,TOR EOR HIMStsIJF AND OWNER
t*tt******ttttt*t*t*t*t*a***!ttt**t***tt****t****tta**t*a*t**!r**t
TOm{ OF VAIIJ, COTpRADO Reprlnted: o9/15/0o 14:13 gtaeemrt
t*t*tt*atlt*tt*llitt*l*t*Att*tlt****l*lt!tt*ttt*l**itttta***ttAlt
gtatemrt Number: nEe-0676 Amount :1,8?8. OO 09/L4/0O 09 !7.0
Inlt: JRMPalrnent Method: cK lilotation;100083
Perf,it No: !l0o- 0103 TlI)e : B-UBCH UECITANICAL PERI'IIT
Parcel No: 2101-082 -55- 000
I,OCAtION: 352 B !'IEADOW DR ( FORIi'IER VAII,, ATHI.|Ef,IC CII'B)
ThlB PaynenE
**ltra*it**l*tattt*l*at*tttt*ttt!raatttt*t*t*tttlttitt'*t*ttit***t
Accormt Code Deacription Anount
1, 5oo . oo
3?5 . O0
3.O0
Total Fees:
1, 878 . 00 Total AIfr l,rnt6 :
Balance:
llP 00100003111100 I,|ECITANICAIJ PER!'IIT FEES
PF 00100003112300 PLAII CIIBCK FEEA
WC Oo1oOOO3112800 WILL CALL INAPECIION FEE
1, S78 . 0O
1, 878 . 0O
.o0
sEP-08-2000 FRI 12:07 Pll
mvvnFliE
75 S. Frontage Rd.
Vail, Coforado gtGST
FA}{ NO,
APPLICAIIOil I|IIt,t T{OT EEACCEPTED tF I]ICOMPLETE OR UNSGNFT,
Proiect *:
Building permit #e_i,b
Mechanical pernft til
9 70- 47 s - Zt4g (rnspeaninsl
P, 02
:.,,||tff"*lhTllTl:;1il,i.'.,0-_,toscareroindude;
" !:nq_urtion Air DuctSize inJ r,ocaUono jrJue, tent and Gas Line Size and i-o*'tiono Heat Loss Calcs.c EquipmentCut/Specsheets
Mact
{.+*:t**;t++*+* :t ***t***il***
offieat or visit
Permit wiil not b" ac.c@
f"**'_eota F H*/o/bri;
h\ hr""k- -L-4- \-
Wor* Class:- wew ( )R"p..,r( ) Otfier( )gf ut"' _ t;'t"'i"< @rrffiffi Does an EHU exist .t tnEm --:
--------
itlonr Yes ( ) No ( )Type of Bt@: Singb-amiryTj Drpl*!) "r'nf.riti |cm
!o.:t.I*nn o*"ring [nis iffil No. of Accommoortion unEiffi
? Yes( ) -N6
M5cHA tIc4L: $ Z{oOO ""
COHPLETE VATUA?ION FOR MECHANICAL PERUIT (tAbOr & MAtCriAtS)
@rhctand ptrone ylt:
5_lrz" 6""d O:
F, /€veryom/f orms/ncctrperm
SEp_08_2000 FRt 12:01 ptl
9l rta lt {\,i .U $,.,,i.1 rn '?.. CO tl6.!l'r{{ lrtil!'l,l.r,l{F., t't.lrl:'Jlrl
FALIo.P. 0t
F'AX COVER SHEET
No. 14
llllO.lECl': Vail Morurtain Lodgc
l)A'l'll: 9/8/0Q
'l'(): 'Iilwl of Vail
NAi\'lll: Aclnrinistralion
l'f fON0: 970 47r-Zl3B
I'rtl(: 970 4?r-2452
St,ll,fEC'l': Mrchanioal pennit Application
.IOts NO.:I1J0763
TfME: 12:54
I'ROMr llobinson Mechanical Conrpony
NAMD: l-lolly Klcirr
I'IfONE: 970-940-0259
IIAX: 970-845-s404
4
Dtlscutp't.toN 4.-
NIIJ\113P9 OF PAGI]S INCLUDIN(; COVER SIIEOT: 2
To Whour It Mny Conccru:
llii[,ilffil''Application lbr a Mccha^ical Pcrmit orr thc lrmjccr krown as Vail Mounrain Lottgc (Forrncr Vail
\\t hclicvc that all of thc spccified requiremeuts, eg: dimensiorrs, nir rhct siz.c climensio's, Ireat loss calcs, erc.
il:l;,ffilli'$tilsuhntired lbr tlrc original Buitdin;p*mit, iilft,;;,;;"lri" sendirg our vatuation of the
Plcasc call with thc ilnrount of lhc Permit, ancl wc will scnd a chcsk to you as $oon as posuible.1-ha'lt yorr lbr your help nnd ptcase give mc
" *rr *i,r, any rurrtrcrqriJsiir"r.'Sirrcrcly.
Ilrtlll,l(lcin
t';tric'rt (bordiniltOr
ltolly rkil
TOIIIN OF VAIL
75 S. FRONTAGE ROAD
vArr_,, co 8t657
970-479-2L38
APPI-,ICAI.TT
CONTRAETOR
OWNER
BUSINESS
FALCON PLI'I,IBING & HEATING
3187 MESA AVENT]E, SUITE A, GRAIiID
FAI,CON PLIJMBING & HEATING
3187 MESA AVENUE, SUTTE A, GRAIID
VAIL ATHLETIE ELI]B & SPA
285 BRTDGE ST, VArt, CO 81657
VAIL MOIN TIAN LODGE
Phone:. 970-434-0556
JttNcrroN co 81504
Plrone : 970 -434 - 0555
,JIrNqrroN co 81-504
Phone: 970-476-L987
Va1uaEion:16, 688 . 00
Totsal Pornit. Fcc--------> 321.75
DEPARII,IENT OF COMMT'NITY DEVBLOPMEIiIT
NOTE: fiIrS PERIiIIT MUST BE POSTBD ON iIOBSITE AT ALL TIMES
PLI,MBING PERMIT PETMiI, #: POO-0077
Job Address: 352 E MBADOW DR staEus...: IssttED
Locatsion. ..: 352 E MEADow DRrvE, v.A.cApplied.. :To8/o3/2000
Parcel No..: 2LOL-082-55-000 Issued...: 08/o7/2000
ProjecE No.: PRJ00-01-26 E>cpires..: o2/03/200L
Description: INSTALL NEW GAS LINE
rrr*r*r!rrrrrrttirr*tttttrlr*attrttt*attttttlrt*ti*1*titrt**t* FEE suuuARY
Plud.bing----->
Plan chack- -- >
Inv66tigaCion>
will call-- -->
255.00
53.75
.00
3.OO
Rcdturrant Plan Rcvicn- ->.00 Total calculatsed Fcc6---> 32f.75
Addifional Fe6s-- ------ ->.00TO'IAIJ FEES-. - - -
32L.75
BALANCB DI'E. -_.
ITCM: O51OO BUILDING DEPARII'IENT DCPE: BUII,DING DiViSiON:
O8/03/2OOO KATI{Y ACTiON: APPR APPROVED PER-KWIib.m:'.65e 0o rrnr pepARntEri Depts: FrRE Division:
O8/03/20OO KATIIY AcEion: APPR N/A
***rrrr*****rtt*rr***ttr*r*tt* *t**ltt***r*rttt
CONDITION OF APPROVAL
FIELD INSPEqTIONS ARE REOUIRED TO CIIECK FOR CODE COMPLIANCE.
NO PARKING OR STAGING ALf,OVIED ON PI'BLIC RIGHT OF WAY WITIIOUT
AI.I APPROVED PITBLIC WAY PERMIT.
1.2-
DECI,ARATIONS
r hcrcb,y .cknoxl6dg. chat I hav€ r.ad chi€ applicetion, fillcd out in full lhc inforuation r.quirea, complcccd an acculatc Plot
plan, and otet'c th.t. .11 th.t inforEation provided a6 raquj.red i6 corrocts. I aglae tso coBply with th6 inforuelion .nd Plot Pl.r,
to conply rith all Towll ordinancas altd ELegc law€, and lo build lhi6 B€ructurc according to thc Tonn'B zoning and BubdiviEion
codcB, deEign revier approved, uniford Building code and other ordinanc6s of the Totrn applicable thercto.
CE FROU 8:00 Afi 5:00 PMREQI'ESTS FOR TNSPECTIONS SHAIJL BE MADE II{ENTY-FOUR HOURS IN ADVANCE BY
srglaTuR8 0F OR CONTRAqTOR FOR HIHSEIIP T}{D OIINER
tlatttl**lltt*a**ltt***t*llt*t**tt**t*a*tt*tt*ttt***!rtt**l*rtt****
TOI{N OF VArr,, COTORADO gtatennt
*****'l***l*rl***rl*llaalt*i**t****i****ttt**l*t*tl********a***ttl**t
gtatemat lilunber: RBC-0663 Amount :e6.'tS 08/o7/ 00 13 :3?
PalnneDt llethod: cK Notation: *5517/PAL,CON PLU Init: LC
Permlt No: P00-0077 Ttrpe: B - PIrMB PII,!4BING PERMIT
Parce] No: 2101- 082- 55 - 000
gite Addre66: 352 B IIEADOII DR
Localion: 352 B MEADOW DRIVE, V.A.C., (VAII, I4IN TODGE)
Total Pees:
86.75 Total AIrL Pnts:
Balance :
This Payment
32L.75
32L.75
.oo
***t******tt*t*tr*t**t*t**t******tttr*t***tt*t***irrt*tr*******i
Account Code Descrlption
PP 00100003111100 PIit!,lBING PERMIT rBES
PF OO1OOOO31123OO PI,AN CIIECK FEES
wc 00100003112800 lfrLl cAr.,L rNaPEcTroN rEE
Arnount
20. oo
63.75
3.00
***************************:i************************************
Toj{N oF vArL, coLoRADo stat,erurE*************************!t!t*!t*******'*************!t**************
statennt Number: REe-0661 Amountz 235.00 ol/03/oo r-r:L7
__:1r:::_Y::i::: cHEcK NoEarion: #6sL4/pALcoN prrvr rnlt: KMW
permir N",
-;;;-;;;;---rye;; -;:;tr*-- -;;,,*ffi-;il;- - - - -
parcel No: 2101_0S2_55_-oboSit,e Address: 352 E MEADOW DRLocation: 352 E MEADOW DRIVE, V.A.C., (VArt MTN LODGE)
This Paynent.Toual Fees:235.00 Total ALL pmts:32L.75
23s .00Balance: 85.75*******************************************!t********************
Amount
23s.00
Account Code DescriptionPP OO1OOOO31111OO PLUMBING PERMIT FEES
' r-q16;t$rQ'-5t'S"''l-''H:g'"'i-v'.-r:t,<)-, t,J+La
-
AppucATrotrt wtu Nor BE AccEprED IF rncotfpt-ETE oR
Project t:
Buildirq Permlt #:
Plumlring Permit #:
97O-a?9-2149 (lnrpectlons)
,5 S. Frontrtr Rd.
Vail, Colondo El6S7
oel
otnce et 970-329-9640 0r v Parel *P"*at* (n qatt
JOb Address: 352 Fast Ueadoys Itrive
reatD€scrip(on [rot; la**, ffi Subdtulslon:
il8f"ffll c"o"" coor.r.roe-Tffi
lffist ueadows Dr. vail co lPd?6t3az7=o4rr
fFf;o= 39 vatl co 81658 I Phqne:e7o-sae-6toR
D€bil"d
Install tres Gas Line
Ilrk Clas5, ilcw ( ) Addliloil ) Altcndg (x) R€palr ( ) Other ( )
Tpe of 8tdg.: gngtehmiv (
No. of Slsting Dudltng UniS rn nls Uuttafng No, otAccommodaUon Unlts in tfiis buitsing:
Is $is a.*"o,on .
collPtETE VALUATTOI{ FOR pLUMilt{G pERt{tT (tabor l, t4arcriats)
PLUMEING: $ 16,588.d5
CONTRACTOR, IIIFORHATIOII
Don l{cGrlre 97(F4
tt{' t} I ttlrltt.t.l tr ttt*t *..rrtt.ar{ri..FOR OFFICE USE ONLYr.ritt}r.rrri*.. r......irr...i. r...l.tr
fficDAUG0S2000
l
F/6,eryone/to|mt glmbpenn
TOWN OF VAIL DEPARTMENT OF COMMUI.iITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P00-0123
Job Address: 352 E MEADOW DR VAIL Status . . . : ISSUED
Location.....: 352 E. Meadow Drive (former VAC) Applied . . : 10/2012000
Parcel No...: 210108255000 Issued. . : 1012512000
Project No : Expires . .: 04/23/2OOl
OWNER VAIL ATHLETIC CLUB & SPA 10/20/2000 Phone: 970-476-L987
285 BRIDGE STvArL, co
81.657
CONTRACTOR FALCON PLUMBING & HEATING ]-0/20/2000 Phone: 970-434-0556
3187 MESA AVENTIE, SUITE A
GRAND iIUNCTTON CO
81504
License: 1,75 -P
APPLICANT FALCON PLIIMBING & HEATING I0/20/2000 Phone: 9'70-434-0555
3187 MESA AVENUE, SUITE A
GRAND JUNCTION CO
81504
Desciption: PLUMBING FOR REMODEL
Valuation: $114,900.00
Fireplace lnformation: Resl cted: ??# ofCas Appliances: ?? # ofcas l,ogs: ?? #of Wood Pallet: ??
Plurnbing-> $1,725.00 RestuanntPlsnReview-->
Plan Check--> $431 . 25 DRB Fee-------->$0.00 AdditionalFees--->$0 .00
Investigation->
Will Call-->$3.00
BALANCE DUE_--->$0.00
* ****++'r1.'*'| **i**
IICM: O51OO BUILDING DEPARTMENT
1,0 /20 /2000 Jwl Action: NO PERMIT TO GARY,ARE THEY REQ'D TO SUBMIT PLA
AI.,,SO CHECK ENCLOSED IS NOT ENOUGH
ALSO LIC EXPIRED.
CONTRACTOR HAS NOT BEEN NOTIFIED.
r0/2s/2000 cF.GItem: 05600 FIRE DEPARTMENT
Action: AP See B00-0115 for engineer - s tamped p1ans.
CONDMON OF APPROVAI
Cond: 12
l1.E.L;t..JlH*lE..,c,T*I9,T.s.,*11..1P.9.Y1-13.?..T.o*,S*9*1.191..9.?P-"...t:li:ll3y,9l;,***,*.****,**.*,,,,**,,*:,:,+:r*+*N,*,*{.,*1.*,.*,r
DECLARATIONS
I hereby acknowledge that I have read this appiication, filled out in I'ull 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 Torvn 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.
$0.00 Total Calculated Fees---> $2,159.25
$0 . 00 TOTAL FEES-_--____---__> $2 , 159 . 25 Tonl permit Fee__> $2. 159 .25
Payments---> $2 , 159 .25
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCqBY
/7
AT#q-2I38 OR AT OUR OFf ICE FROM 8:OO AM - 5 PM.
,, SIGNATURE OF OWNER OR CONTRACTOR FOR HMSELF AND OWNER
TOWN OF VAIL, COLORADOCopy Reprintcd on llL2+2000 et l4:4E:35 L0n4n000
Staternent
'||****'i:l***'l***{.'i*'}****1.:{.***:lrtrrt**'l':**!i.******t *******'t'i*!t{r**t***********'}**************:t*******
Stdtement Nrnnber: R000000097 Amount: $800.00 LO/23/2OOOO9:05 AI'[
Palment l,lethod: Cheek Ini.t: iIl{N
Notation: FAIJCOI{ PIJI,I,IBING & HEATING OF CO
Permit No:' Parcel No:
Site Addrese :
Locatidr:
Thie Payment:
P00-0123 Type: PLITI,|BING PERIIIT
210108255000
352 E !,IEADOW DR \rAIIr
$800.00
i*i!tr** lrt+*tr rt+* '1.'i{':lr****'t{.**** *'}**!i!*r*****i$t*'t******!t'}*l'***'}**{r*!t**r**:t******!***!*t*:1.'i'lr*'t**rr**'**
ACCOI.JNT ITEM LIST:
Account Code
PP 00100003111200 PLUSING PERMIT FEES 800 .00
Descri pti on
Total Pees:
Total ALL Pmcs :
Bafance :
Current ffis
i2,Ls9 .25
$800.00
91,359.25
AUG-O2-56 tl:t6 Ar4 SHAI.I,,VA I L'IT. LODGE
APPIJCTIIOI wlu. tfof BE rccEpltD tF tt{corpl.Ert ot urr!ilcx
979477941€P. g2
/<
L+
NTNWYIL
tS S. Front.i|. Rd.
Vrjl, Colofrdo !:t687
GOIIPIETE YAIUATIOII FOR PLlrHttilc EnilIT (1rbo7l llrtlrirFD
cottfi n^croR IilFoRilATrorr
tttttr *irrri rr.t r ra rl r-*r.r.trror.+rr.rFOR OFFICE USE OllLYrrrr*.+rr.ra*..a...t..t..t.tt..a....
Poo-o tL}
-Or 2-.b
_ol
#Parcdl (Rcqut
JobNane:y6i1 Mountain Lodge JobAtldresi: 352 East Meadow Drive
regarD6cripdon I Lou I ar*r, -T"t,rg tubdlvl$on:
Owers tt{ane: Wt,LtC l$$tzas Brtdge street, vairlM:
Englneer:p.n1" part"eisr,ro f'l€fFlio* 271r, Edwards. co Phgru:
Dcbilcd Ocscri*ittn
wott Clr$: New ( ) Ltdtflon (*) Altcra0gn 0() rcpeh ( ) Ofrcr ( )
TygcofBldg.:9$lefrnily( ) hocl( ) Multi.frmlty( ) cornnrcr,ots() R:staunnt( ) ofrcr( )
ftlo. of Ebting Drdltng Unib h thb buildtng:No. dAEcomr?Edaton Unlts in this buildittg:
Is this a cont,ersion ftom a woO
PLUMBING: g
Falcon Plunblng & Ife4fi Ravan 970-
FrGr.ryondfumgpl'nbpc?rn
#2r5?,
TOI^/N OF VAIL DEPARTMENT OF COMMLJNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL. CO 81557
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PUBLIC WAY PERMIT Permit # PW00-0035
fob Address: 352 E MEADOW DR VAIL Status . . . : ISSLIED
Location.....: 352 E. MEADOW DRI\IE Applied . . : 05/24/2000
Parcel No...: 210108255000 Issued . . : 06/05/2000
Expires. .: 06/05/200L
APPLfCA$r LONGS EXCAVATION, INC. 05/24/2000 Phone: 97Q-949-4682
P O BOX 894
AVON CO
BLASTING PERMIT rfi-.I-, 9/16/99 8L62O
License: 171-X AIso is CONIRACTOR
CONIRACTOR LONGS EXCAVATION, INC. 05/24/2000 Phonel. 97o-949-4682
P O BOX 894
AVON CO
BITASTING PERMIT TILL 9/1.6/99 AL62O
License: L7L-X Also is Applicant
OWNER VAIIJ ATHIJETfC CLUB & SPA o5/24/2!0o Phone: 97o-476-a987
285 BRIDGE ST
VAIIT, CO
81557
License:
Desciption:
DEMO.-REMODEL AND STREET IMPROVEMEI\ITS
FEE SUMMARY
Public WaY->
lnvestigation->
Bond Amount->
Payments---------> S5, 665 . 00
BALANCE DUE-->90.00
TOTAL FEEg-> Ss, 55s. oo
Approvals:I€dm: 055O0 PIIBLIC WORKS
05/05/2000 IJSAIIDoVA Action: APPR APPROVED
06/06/2000 KATHY ACtiON: NOTE CIVILS TO ],EONARD
Item: 05550 ENGINEERING
CONDITION OF APPROVAL
Cond: CON0003955
REFER TO APPROVED STAGING/TRAFFIC CONTROIJ PLA}I.
Cond: CONo003957
SI{AW CONSTRUCTION IN AGGREMEMT WITH THE PI'BI,IC WORKS DEPT.
WfIJIJ NOT HAVE A CRANE ON VAIIJ VALLEY DR., OR E. MEADOW
DRIVEO}I DAYS OF SPECIAIJ EVEIi|ITS IN THE VII-'I'AGE OR FORD PARK
AREJAS.
Cond: CON0003958
MUST GET IJINE IJOCATES FOR TOWN OF VAIL ELECTRICAL DEPT.
WHE}IWORKING IN RIGTM OF WAY DURING TITE COI'RSE OF THE
CONSTRUCTION PROiIECT.
Cond: CON0003959
VAIIJ VAIJIJEY DR. AIID E. MEADOVI DRIVE CA}INNOT BE NARROWED
DOWN TO ONE LANE IN THE SAl,tE DAY OR TIME.
Cond: CON0003970
TRAFFIC CONTROI, REQUIRED FLOW FII,L ASPI{AI,T PATCI{ MUST BE
INFARED
Cond: CON0003971
BOND TO BE HEIJD FOR Ol{E YEiAR
DECLARATIONS
I certify that I have read all chapters of Tifle 12-STR of the Vail Municipal Code and all utility company agreements/
sigped by me, and will abide by the same, and that all utilitiid as required.
Public Works will have a spec/ detail book available in April of. 1998.
**** REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ****
ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
tftll***t*rltl tll fl +t f+fl*l *{ alt*+ * *'t l** t * | +* t{r'l **rl {'***+ at*l * ** + * * ft* * ***fltf'ttffflltl*fa{t'}*
TOWNOF VAIL, COLORADOCopyR€printedon03-l3-200l at09:11:38 03l13n00l
StatementIt*alr*a**ll*tlltltl{tflllfalllalt*flt't**aat**l*+tllf,ff{'tt!t***t'at*l*tf**+r''}*+t*f*t*{''}aa*aa+aa
Statement Number: REC-0535 Anount: $75.00 06/05/20OOt2:53 PM
Pal/r|lent Method: CK Initr LS
Notation: CKf*{886
Pernit No: PW00-0035 TIE)e: PITBLIC lfAY PERMfT
Parcel No: 210108255 0 0 0gite Addresss 352 E MEADOW DR VAIL
!,ocation: 352 E. llEiADOYf DRrVE
Total Peeas $5,655.00
ThLs payment: $?5.00 Total Arrr, PmtsE: $5,565,00
Balance: $0. OO
**t**!tftl'|t*'}|.*a***f*l*+ltlftf*lt+frtlflfl*ft*t*'t****lt{rtl*a+lf*{''}fl+la***ta*a*at}lt*aalftl*lt*a
ACCOTJNT ITEM LIST:
Account Code Descrintion Current Pmts
ST OO1OOOO31121OO PUBLIC liAY FEES 75.00
TOI^AIOF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81557
970479-2138
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PLIBLIC WAY PERMIT Permit # PW0G0053
fob Address: 352 E MEADOW DR VAIL Status . . . : IASLIED
Location.....: 352 E. MEADOW DRIVE Applied . . : 06/26/2000
Parcel No...: 210108255006 Issued . . : 06/26/2n0
Expires. .: 72/15/1995
APPIJTCANT GAs DrsTRrBIrtroN coNfRAcToRso6/26/2oo0 Phone: 262-641-7L54
P.O. BOX 510650
NEW BERLTN. MO
531s1
License: 114-x AIso is COIi|:rRACTOR
owNER ANGET,O JOHN M & iIItDrrH H 06/25/2000 Phone:
3OO CNTRJAI-, PARK W
NEW YORK NY
lo024
License:
coNtRAcToR GAs DrsrR.rBlrrroN coNrRAeroRs06/26/2o00 Phone : 262-64L-7L64
P.O. BOX 510550
NEW BERTJIN, MO
53151
License: 114-X AIso is Applicant
Desciotion:
GAS bERVICES
FEE SUMMARY
Public Way->
lnvestigation->
Bond Amount-->
Pay'arents------->
BALANCE DI,'E-_>
$0 .00
s0. 00
TOTALFEEg-> S5O. OO
Approvals:I€e'm: 05500 PUBLIC WORKS
05/26/2000 LSANDOVA Action: APPR PAY Er[D YEAR
ITEM: 05550 ENGTNEERING
CONDITTON OF APPROVAI-,
DECLARATIONS
I certify that I have read all chapters of Title 12-STR of the Vail Municipal Code and all utility company agreements,
signed by me, and will abide by the same, and that all utilitiid as required.
Public Works will have a spec/detail book available in April of L998.
**** REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ****
ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SIGNATURE OF OWNER ORCONTRACTOR FOR HIMSELF AND OV\AtrER
TO\^TN OF VAIL DEPARTMENT OF COMMI.INITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
PUBLICWAY PERMIT Permit # PW00-0122
Job Address: 352 E MEADOW DR VAIL Status . . . : ISSUED
Location.....: 352 E. MEADOW DRIVE Applied . . : 09/15/2000
ParcelNo...: 210108255006 Issued. .: 09/75/2OOO
Expires . .: 12/15/1996
APPITICAM GAS DISTRIBIITTON COI\IIRACTORSO9/]-5/2OO0 Phone z 262-54L-'7164
P.O. BOX 5L0650
NEW BERI,IN, MO
53151
License: LL4-X AIso is CONTRACTOR
owlIER AIIGEIJO \TOHN M & antDrTI{ H O9/A5/2OOO Phone:
3OO CENTRAL PARK W
NEW YORK NY
]-oo24
License:
coNTRAcToR GAs DrsTRrBUTroN coNrRAcroRs}g/L5/2000 Phone: 262-64t-7L64
P.O. BOX 510650
NEW BERIJIN, MO
53151
License: 114-X Also is Applicant
Desciption:
REMOVING OIJD GAS SERVICE FROM MAIN I'INE
FEE SUMMARY
Public Way---->
Investigation->
Bond Amount->
TOTAL FEE$->
??
Payments----->
BALANCE DUE-_>
90. 00
$0 .00
Approvals:ffem: 05500 PITBIJIC WORKS
O9/L5/2OOO I,SANDOVA ACIiON: APPR PAY EIID YEAR PSCO
Item: 05550 ENGINEERING
CONDITION OF APPROVAL
Cond: CON0OO4O44
MUST WORK WITH S}IAW CONSTRUCTION TO COORDINATE,TRAFFIC
CONrROL, TIMING OF WORK, DATE, ETC. NO STREET CLOSURES Al'lD
MINIMUITI AMOI,IIT OF VEHICIJES ON E. MEADOW DRIVE/VAII-, VAIJI,EY
DRA],I,OWBD. MUST COIi|:TACT TOTVN OF VAIL EI-,ECTRIC DEPARTMEI{:T
FOR I-,INE ITOCATES. CONfRACTOR IS RESPONSIBLE.
DECLARATIONS
I certify that I have read all chapters of Title 12-STR of the Vail Municipal Code and all utility company agreemmts,
signed by me, and will abide by the same, and that all utilitiid as required.
Public Works will have a spec/detail book available in April of 1998.
*'FII REQIJESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOT.JRS IN ****
ADVANCE BY TELEPHONE AT 479-2738 OR AT OIJR OFFICE FROM 8:00 AM - 5 PM.
SIGNATT.JRE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
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75 SofiFrmtlgeRoad
Vail, Co. 81657
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Job#: 1520
DearGuy:
Atiac,hcd rcthe specificdios fu " NochorFireRetardmt" foryorreview
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From: George RutherTo: ComDev
Dde: 7l20lOO 12:03PM
Subject Vail Mountain Lodge
I hara sQned the foundation permit. The existing foundation has encroached to within 4yz" of lhe
property llne. Thls causes the need for changes to plans since the proposed 18" - 24" of stone veneer
will now extend over the propedy line. Planning will request the issuance of a red tag should the stone
veneer issue not be resolved. No new work beyond the foundation is allowed. I strongly suppod having
e discussion regarding our "fast-track" process and the potential problems it creates.
Thanks
SHAI'U
Mav 22.2000
Re: Vail Mountain Lodge (Vail Athletic Club Remodel):
Minor Remodel - Addition of AccesVEgress Stair to South Side of Spa/Club
Town of Vail
Dept. of Community Development
75 S. Frontage Road
Vail, CO 81657
Attention: Kathy Wanen, Permit Review Coordinator
Please find the following information in consideration of our South Stair Addition:
r Completed Permit Application Form
o South Access/Egress Stair Archit€ctural Plans & Elevations and Structural Plans &
Sections, including Architect's & Engineer's Stamps.
The installation ofthis stair will allow access and egress ofthe existing Spa/Club areas
without circulating through demolition/construction areas on the South side of the
building. (Re: Demolition Permit Application dated May 5, 2000)
Please call me at (970) 904-5726 if you have any questions or comments.
Thank you.
SHAW
Ron Byrne, VML, L.L.C.
Jay Peterson, VML, L.L.C.
Tom Braun. Braun & Associates
Dan Leroy, Shaw Construction
Clark Atkinson. Shaw Construction
Tyzt-t SGlE
RECEIVED
TOV.COM.DEV.
760 Horizon Drive . Grond Juntlion, C0 81506
For 970-241-5610 . wrw.showronst.rom
Phone 910-242.i236
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PROJECTTITLE: VAIL MOUNTAN LOOGE
EXPANSION AND REMODEL
DATE:
PROJECT NO.
05n2lq
0022m0
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SCALE: 1/8"=1''0'
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I Denver O{fics: 23Ol Blake Street Suito 100 Denve( Colorado 8O?f,+2108 3@.861.8555 Fax 303.861.3027
Davis Pannership P.C., Archilscts ]lVail Oiice:0137 Main Street UnitC106 P.O. Box2711 Edwards, Colondo 81632 970.926.8960 Fax 970.926.8961
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Oavis Pannership P,C., Arctfecis IlVrilgffice:0137 Main StG.t UnltC106 P.O.Box2711 Edwards, Colorado 81632 970.926.8960 Fax 970.926.8€61
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Oenver Oflic€:2301 Blak€ Stre€t Suite 100 Denver, Colo.ado 8020$2108 303.861.8555 Fax 303.861.3027
Davis Pannership P,C.. At€hit€cB II Vail Office: 0137 Main Strest Unit C106 P.O. Box 2711 Edrsrds, Colorado 81632 910,S26.8960 Fax 970.926.8961
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DATE: 06122/00
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5H[I'U
May 22,2000
Re: Vail Mountain Lodge (Vail Athletic Club Remodel):
Application for Demolition and Foundation Permits - Follow-up
Application for Core & Shell Permit
Town of Vail
Dept. of Community Development
75 S. Frontage Road
Vail, CO 81657
Attention: Kathy Warren, Permit Review Coordinator
Dear Kathy:
Please find the following information, as discussed, to be included with our demolition
permit application (Submitted 5/5i00):
o Asbestos Inspection Certification Letter by Adams Environmental Architecture.
o Finalized Staging Plan (Color Plan Submitted to Public Works) and Written
Description of Construction Plan, including comments received from Public Works,
Fire & Safety, Streets, and Transit Departments.
o Public Way Permit has been secured through Public Works Dept.
Additionally, we are applying for our Phase I & II (North Entry east to South Pool Area,
InteriorlExterior) - Core & Shell Building Permit. Please find the following items for
your review in association with the application for this permit:
o Completed Permit Application.
o Public Way Permit has been secured through Public Works Dept.
r Staging Plan (See Above)r Full Phase I & II Floor Plans, Life Safety Plans, and Structural Plans, including
Architect's & Engineer's Stamps.
r Fire Assembly, Alarm, and Sprinkler system design.
r Soils Report and Asbestos ReporVCertification submitted with "Demo/Foundation
Permit Application".
r Fireplaces for Phases I & II are shown. Types and final quantities will be submitted
with final Building Permit Application.
J." .
RECEIVED
MAY 2 3 2n00
TOV-COM.DEV.
PZJco'otztc'
PrdJec* fi1,e,
V, rf,Cl/
750 Horizon Drive . Grond lunttion, (0 81506
For 970-?{l -5618 . vwv.showronlf.tom
Phone 970-242-9235
Please call me at (970) n4-5726 if you have any questions or comments.
Thank you.
SHAW Construction LJ.C.
cc:RonByrne, VML, L.L.C.
JayPetercoq VML, L.L.C.
Tom Braun, Braun & Associates
Dan Leroy, Shaw Constnrction
Clark Atkinson, Shaw Constnrction
i.
t
I
nAY.e..ZAAA 2:54PM RON B\I?NE & ASSOCIFTES
Mty22,2000
No. B1?--F. 1-'--
RECEIVED
MAY 2 3 2000
TOV-COM.DEV.
Town of Vail Buildins D€parurentlll S. Frcntage Road West
Vail, Colorado 81652
Re: Reoovation of Vail Moumain Lodee
(f/k/a Vail Arhletic Club)
To Wbom It May Coucem:
Tbe nndersigncd as Presideirt of the vail Club Condominium Association herebyoousenb and agrees to the raovation and remodel of the vail M;u"hin Lo_dge. In d;id"qcoarsetrt is hercby given for vML, LLc and/or sbaw consfiuction; apnr, r*
"'brrildi"g
p€mi]fromtbe ToumofVail.
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RECEIVED
MAY 2 3 2000
TOV-COM,DEV.
lhrr th, ?trllns:
I|| Ts-q{do$ tfth tour raql.3t ldus Envlroililntrl Arrchttrcturc, p,G. pcrfornntr! flf_Xf -ffb|ito_s inrlrr_c-tlon of thr refrnncd Arwffrt in ltt6. As-r nrulreltDl! lrtt rctlm llllG drrcorrrrd rm rrbcrtos:conirining artrrtrl co titIlttr. ltttt JGkrtE in tie tfecirolcrl Roon. fG ntnt tf rrchd to Drre thrsr|t.rtr! ancy|o rrd dtrDotaa of rr u EtA rpprovrd lrndfill- -To thc *r[ oi!r^rcccllactlor,-rll tnoh rrbrrto, In th. rlthutcrl Roon rrs rcmvro a,ifniOcteDrr er flcrt'lcr 0f 1900.
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TOTRL P.61
W FRtrf AUAT.I:; ARCHITECIURE 383 499 1844
. .': ,
THE VATL AIHIEITC CLUB
ASBESTOS ITISPECTIOII REPORT
P.2
Vlru Arutln\q cuDB \
CVA,. L{TIL \'oDqE'/
1.3
1.4
qCCO' OntlNq ftp. FpKTRLFZM EEFgn$ct Acru.bl- DrsE oF
BbFFCD EETND)AL IN MEftIALTICAL EOOM.
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sEcTIoN 00100
EXECT'TIYE SU}II,IARY
1.0 The Vail Athletic Club Building consists of a four (4) story building
withan adjacent health club facility consisting of a'l ower and an upper
level . The building was constructed in 1977-78. The guest rooms were
remodeled in 1982 and the Spa, Club and Lobby were remodeled in 1987.
Reconstruction of the entire facility will begin in mid September of 1996
(Phase l) and April of 1997 (Phase II). The total area of the existing
building is approximately 68,285 SF.
l.l All suspect asbestos-containing building materia'l s (ACBM's) were inspected
and evaluated during the developnent of this Asbestos ltrspection Report(AIR). Eelow is a brief summary of the asbestos-containing building
materia'l s contained in the building units for purposes of this study. Also
included in this section is a "Schedule of Samples and Homogeneous Areas"
for the entire facility.
1.2 Ihls subject building has only one (l) homogeneous area which has been
identified by the inspection and/or sampling to contain ACB[1'
The following Homogeneous Area is jdentified to contain > L%
asbestos:
,,zlHomogeneous Area VA-09 Elack coating over HlJ Tank lnsulatione Bt^rn .Ltnu I77U
Inspection reporLs, bul lt sampl ing arralysis reports and physicai assessments
are included in each designated section of this report.
Lead-based paint, 'lead in the drinking water, 91yco1 , PCB contamination
and radon have not been addressed in this report, but should be taken into
consideration by the Vail Athletic Club.
00100-l
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b-vz-Z@ | , I lPl't FROM AUAI4S ARCHITECILRE 93 499 lgAA P.5
. ASBESTOS
CBRTIFICATION
STATE OF COLORADO
Colorado Deprtment of Public llealthl
and Environnent
Air Pollutlon Control Division
This certilies that
Jane H. Adams
Certification No. 031-40'5679
has met the requlrements of 2*7-5O7, C.R.S. and Air Quality
Contrbl Commisston Regutation No. 8, Part B, and is hereby
certiFred by the state of Colorado in the following dlsclpline:
INSPECTOR/MANAGBMENT PLANNER.
Issued: 00/30/1999
Expires: 06/30i2000
. Thts ceailicua is vdid only.wita the postxtloa ol ct rruxt &HEIIA ccniticoilm h thc dkclplinc
tpccltlcd r,bova
Rxord Nutub:r: 823
SIIAI'U
May 5, 2000
Re: Vail Athletic Club - Application for Demolition and Foundation Permits
Townof Vail
Dept. of Community Development
75 S. Frontage Road
Vail, CO 81657
Attention: Kathy Wane4 Permit Review Coordinator
Dear Kathy:
As discussed with you and JR Mondragon earlier this week, we are applying for both
dernolition and foundation permits for the Vail Athletic Club. This work will be
concentrated at the North Enty, Southeast Exterior, East Exterior, and East End Interior
(excluding the existing restaurant) areas.
Per our discussion, please hnd four (4) copies each of the following:
o Completed Building Permit Application - (One Copy)
o Asbestos Inspection Report and Certificationr Staging Plan (Color Plan Submitted to Public Works)and Written Description of
Construction Plan
o Schematic Design Drawings. Demolition Plans
o Foundation Drawings (Stamped by Structural Engineer) and Preliminary Structural
Framing Plans (Not Stamped)r Preliminary Soils Report (We will follow-up with an'bpen pit" invesigation during
excavatiorq as we discussed)
Please call me at (970) 904-5726 ifyou have any questions or comments.
Thank you.
SHAW Construction L.L.C.
cc: RonByrne
Jay Peterson
Clark Atkinson
760 Horizon Drive . Grond Junttion, (0 81506
Fox 970"2{l -561I . www.showronsl.com
Phone 9 70.2 4 2.9 2 35
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TOWN OFVATT
Department of C ommunity Development
75 South Fronnge Road
Vail, Colarado 81657
970-479-2138
FAX 974479-2452
November 21. 2001
Shaw Construction
760 Horizon Dr.
Grand Junction Co. 81506
Att: Steve
Re: Vail Mountain Lodge Existing Non-Conforming Wood Roof Decking
Dear Steve,
It has come to my attention that there is a non-conforming roof assembly located in the east wing of the
existing Vail Mountain Lodge building. The existing roof deck assembly is constructed with plywood. In a
Type II l-HR building, combustible wood products are not allowed for this type of construction. This is an
existing situation. If this assembly were to be constructed today, the plywood would have to be removed. I
have been made aware of remedy to this situation that was proposed by one ofthe architects on the project
and the Town's Building and Fire deparfinents have accepted the proposed remedy.
Anytime the non-conforming plywood is exposed during construction, a field-applied flame retardant is
required to be applied to the plywood. After that has been completed, the whole space between the plywood
and the lightweight bar joists will be filled with some type of draft stopping material such as fiberglass
insulation. When that is completeq a layer of 5/8" type X drywall will be installed to the bottom of the bar
joists to complete the assembly.
ln locations where the plywood is not exposed a layer of5/8" Type X drywall must be installed to cover
the existing insulation and vapor retarder. I have also noticed in this area that the mechanical equipment for
the restaurant below may not be up to code compliance. It appears the Type I grease duct is unprotected
and not within a one hour shaft. This grease duct is required to either be located in a one hour shaft or some
type oflisted duct wrap used, to obtain a one hour rating. The exiting ventilation duct will also need to be
contained within a one-hour shaft.
Please provide the Town with a proposal for us to review.
I hope this clarifies the Town's requirements in this area. Feel free to contact me at (910) 419-2142 if any
questions arise.
Acting Building Offi cial
Mike Mcgee
Russ Forrest
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Architect's
Supplemental Instructions
AIA Document GZl0 -
Electronic Format
OWNER
ARCHITECT
CONSULTANT
CONTRACTOR
FIELD
OT}TER
( Jov Peterson)
(G.Adoms. R.Storvl
(l
IK, Oxenreide0
I Mike Porker)
IJ.Olinek,S. Nevinl
THIS DOCUMENT HAs IMPORTANT LEGAL CONSEQUENCESI CONSULTATION W]TH AN ATToRNEy ls ENCoUIIAcED wrTH RESpEcT To ITSCOMPLET]ON OR MOD]FICATION. AUTHENTICATIO-N OI'THIS ELECTRONICALLY DRAFIED AlA DOCUMENT ]\4AY BE MADE BY US]NG AIADOCUMENT D4OI.
PROJECT:
(narnc, addrc:s)
Vail Mou.ntain Lodpe & Spa
-152 E. Mcadow Drit'e
\tail.. CO 8 i657
O\\I}JER:
Vail Mountain Lodee. LLC
352 E. Meadow Drive
Vail. CO 81657
TO:
(Contrcctor)
Slrcu, Cortstruction
352 E. Meadou' Dri.ve
Vail. CO 81657
CONTRACT FOR: Addition ond Renovotion to VoilMountoin Lodqe
CONTRACT DATED:
ARCH]TECT'S SLTPPLEMENTAL
INSTRUCTION NO: Fifrvone (5] )
DATE OF ISSUANCE: September 26. 200']
ARCHITECT:
Dalis Parmershio P.C.. Archirects
0137 Main Street. Unit C106
Edwards. CO 81632
ARCHITECT'S PROJECT NO: 00220.00
The Work shall be carried out in aciordan6 u'ith the u,ing supplenrental instructions issued in accordance with the Contract
these instructionsDocuments without change in Contract Sum
indicates your acknowledgment that there wiil
or Confact Time. Proceeding with rhe Work in accordance with
be no change in the Contract Sum or ConEact Time.
Descdption:
Entrv Lobbv Fire Seperation.
Attachmenls:
(Here wscrt listittg ofdocunents @t support desctiption.)
Architectural drawinqq AX- t - AX-6 & PARTT
AIA DOCUMENT 6710 - ARCHMECT'S SUPPLEMENTAL INSTRUCTIONS. 1992 EDNJON - AIA . COPYRICIIT i992 . THE AMERICAN INSTITUTE OFARCHITECTS' 1735 NEw YoRK AVENUE, N'w'' WASHINGTON. D .c., ?0006-5292. ilaRNtNc, Unlicensed photocopying yiolaes U.s. copynghr ta$,s andis subject to legal prosecution This document was elecronically produced with permission of the ALA and caD b€ reproduced witlout violarion uDtil the date ofexpiratioD as Doted belo\,.
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ArP,D |ntlojmsuon
ActivlN: BO1-0253 -Ivr€: I.L.Ol.iM Sub Tvp€: ACOM St tu$. ISSUEDConstTyp6: occuF,oi'il: R1 AISS t,ts,€: lt l-HF lnBpdroa: GRG
Parcdl: ?1O108245@0
c\rfiet: VAIL ATHLETTCCLUB&SPA Ph{,ne: 97&47Fi987
Camr6clcr: SHAW eONSTRLJCTION COMPANY.\eelkant SHAW COUSTR!-JCTIO{-j COMPT$IY rlherre: 97t}i4?'9236
DeSchptlon: REMOOEL THF. EXI$TIN6 VAIL AThLgTii: .:!1J8 S IiPA BLU.DIIIG
frdotce: Boncl m b$on $rb$rit!a{j in llrc arirount o{ li fll 0tl0 0O riicihr$ for stt6s4 improvetnetrts. apprwed by c'Ieg H.
snd G€orfi€ R. - tsAl{EOVI{
Cor nrnt. Plafininq e{trarunq Detk rm€nLt tx'{ rJ fo: i'ulstfi$d:.u ifirHsv€tnenl5 GRU ll-lEtl
Crwun€nr A porforhence uddd br fh€ r€quhed puble rrnpr:udnorits tnonir sidc c{ |he stlctrr ard ttont drop oltl hat b€nn
approvd by Plsnnlng 1D'04iO1 - GFU'IHER
Commonr: AS oF l0.t-01 PUB[.tc lfsont(s HA$ rior REctEvEp A]tY REVTSEP PLA]rs sHOWll.tG THe $TREET
ilPROWil'ENT5 THAT IIAIG BEEN AI.I ISSUH THE OT{LY G'-[ANGE 'TITAT T'iAS BEEN ALLO'\'ED IS
THE REI,IOVAL OF THE ADDITIONAI- Cf?OSS WALK ACROSS [. MHADOW ftrN/E.
,ALL OTHER IMPROVEMENTS IA/EFT s'l|L Ff;AUREDpUBl-lC WORKS V'lllt I'tO-'!'APPfIOVE l3L{Lf.{NG PEIqn r I.JI'ILESS SR'EB HALI lS NOTIFED ANO HIS
APPROVAL I9 GIVEH. .
Comm€ol: ROTJTED TO
? rq €*-F4ov1 Ooa[S**TltrrT S€{MPffic..
( frln^trv+-,ol ltnAtqs 6; FGerSs
GrustPccnonl Qc€.tt*t- @ Ppwe 70
QryT. F?"{t x,
7b PrGc,L*\ )
-REII,IOVE AL| OEGANN$ TNQM g.I"I8GF.AOE F-NRO TO CON{:RETE PISCEME'\'T{TRASH &
COHSTRUCTIO}I D€BRISI
Itam: l0 ElDGFoun6tion'9taelIt*m 3O ELDG-Framlm .' Arauo,tati "
l0rO5O1 -in$crctOr: fiRO A!-tio4- FA PARTIA,I APPAOVAi.
cofim€nt$; 3rd tknr irect r'rnre€ft. DK L\ &c,tl{ dsuti "it
10/22i0i lftrssclrrr: GEG .Aution. AP APPROVED
Comrrrents: Flo$r d€ck. {&l tlcor L.nlv, OK tri rour.lO/zAO'i lnspoctor: oFG Action: AP AFPRUVEtrgomnrontB: Slorl tramrng for tsmporary s€i€ri oificG fi S'Jg cornsr ot bultdinfl. grodo l€vsl (|n fut € w'lll b€ pottot.estrursnl. i,{11t06.01 Insn cto{' GRG .dclr$n: FA FAITnAI. APPROVAL
CorfiF€nt3' C.eilln{ ftamirrp 2nd ftor,t p-rli cn+Bj..:r . E. €rl,j W te qrir! llne 5 dlffi verifled lhd enerlor sheethtng
being ipoittt itn N. :rde rs spFtovetl FFT p!y^r,'oc'd -
InspcctlguElqjLbg
ll€|n: ln Bl-Dc-F?oilFoi,/Ste€l '. ADlrov€d "
{0i23,O1- Insp€ctar tlnlVlS Artior\: Ap APpROVHD
comrnonl\ : SOIJTI.|WES] .:CFtlER
RSPTJ.3l Run fd: 1338
I
I,t ..r_ _ _u
[dn:
Lflr:
UDlt 419 onlv fibdn r Unn 211).tracdor: 'GRG A.flon: PA P RTU,L AFPRCTV L
Unlt 518 odrr. wlh oondluorE: | | ADDIy tbmc tebftbnt teetnent b mdqtld. of .xFlhg p|t|t/rod
rndmo efiocrd In ur{t c orit ol idrrfiucton. lnd 2) Scl a[ DemfaUorB ln F.tly Filr ln tn
aoorord ndmrr and llll rfird cndtht h rnv rvrlb wl|h b.il lDstlt!ilon p|br to dttd.
l|isD.Gbc CRG ACiltiT: PAPARTIAIAFPROVAI'
t fllt il23 oolv, .ho crDoc.d tbal b.cms wramcd wfrh dm.nll b l-hour ffFr6Bbnc..
hcDlcbc 'CDAVIS' Acdon' PAP RTUIAFPROVAIFRlilll.lc FOR 2NI) LEVET WEST CORRIDO,R
CORRECTKTN COilPLETE PATCHII.IG OF JO0.|T AT WALUFLOOR PA^l lN MANY AREAS
IAl1D1 hlD.cbfi CDAVIS AEIbN: PAPARTULAPPROVALCofl[tlffi: 3RD LEVEL CORRDOR FRAIIhIG AID CEtrT{G GRIOAI PEt€TRATKrl.lS lil,rsT BE P TC]ED lN A},l APPROiTED ilAr.liER
ffy{n/Da hsD.cbr: COA\,!S
^.ilon:
PAPARTIALAImOI/AL
Ganurnrb: lAmga6
-hISTAL DRAFT STOPS BETWEEN UMT AT{D EXMNG ATTIC SPACE
.PROVDE STRI.,C.EI.IGAPPROVAI FOR STRTJC TRAIIE
.PROVDE REPORT FOR STEEL FREPROOFhIG
50 Btoc-|nsu[dhntl/Ol/t}t hsp*b'r: CDA\fi' Actbo: PAPARTI LAPPROVA
comtncrilr: T.lSt LATlOl.l FOR S^LES OFFICE AREAtlll5rt}l f,rD.6r: GRG A"ton' PAPARTIALAPF'ROVALC.n t.{3: t nlt4|g{bflxrztt) mly, lo|rd h3uffion or*t (€!.Hor u,rs €|d3fftg lnbucndD.l'1'nlfl{ }:p.cbr: cdct,lr Arflon: PAPIIRTLILAPPRO\rAL
Corurnr{r: unlslg onh,l2(}:yfi h8D.cbr: ?DA\tls Ac{on' PAPARTUIAPPRoI/A
Co|tuno|ili: UMT4|I3ONLY
60 ElDc€m*ockl.Lill -Arqornd"lltlztf}| tEpcbr: GRG " Ac{on: PAPAITIALAPPRO/ACoflxElbr 2nal lhor coddor cdlno, 5 [na EGt only.
II!IE/O1 h.p.cbr: GRG - Acfrn: PAPARTIAAPPROVAL
Conymr*r: 'Sdlet oltce' .ren b fnpo.ery c.mtuciloo otlce, lotu larC d SE coffi of bu$*p, hcfd|ng b
bgof d!|r3.t|llgol InbD.cior: CDA\lEf Acdon' PAPARTIALAPPROVA
coflr||nrb: t MT5t60ilLY
ALSO DD A I I{OUR CONX;ULT ON TCO PIIASII.JGhrp.cbf: GRG A.iloo: PAPARTIqLAPPROVA
unll6t6 onlv. u*d .[ 5/tr TF 'x' d]rvd.ttll6r: -GRG Ac[oo: PAPART]AI-APPROVAL
t o[ 42it A W. orxl of 2il noor conkhr onty.
Comm.|{r:
11/144)l
Coflunsrti:
|',fiNn1
Corflnq{r:
lAO7lM
Co|nnmb:
llP]&(},
Coman€r$s:tztoot
Cornmeilt:
1A1gO1
Com|tEds:
o1/15'OA
Coilnr€nb:
70 ELDemsc.gl.g0l
Const|€ili;g' BLDeFh.l
hcp.dor:_ c&vt Adlon: PAPARTI LAPPROVA
shd€lrod( 2 byr|t$Gt rlrl brE comp|rb ceiln{t as8 tnbty
cor€bffirl brfil.d h sh'|t rvrl rl smd(g/lho ilfirDot 3fi1 brBl csrld{
$d hlrtl cord(bt mlb md csilftos
..3t €nd ft[rls per$oulc cellnlF and wlls epro,sd tLme lob ]|G be.n .p?ll€d b odstrlga.st €ndftfu18 Der$oulc cellnos and
plv{Dod trcuffio a|so haiall€f,
f !t bFr cotl-qFlg_ilomd msh.dgaa b{rl sround m*hrnhal ductr,ofi tor lfiEen h mozanhe lewl ol ailf PantltouLCDAT,IS ACIOII; APAPPROVEDh$cclor: CDAIJIS Ac[ofi; APAPPRo\,ED
.TH tEVEt OORRDOR WALS.CEIIII.IGAND MEC}uISCAL S}IAFT
hc9.cbi: GRG ACfOO: PAPARTIALAPPROVALD..l tor 2ilt lhor rbb. wl|l .nd.
liSOBLDGTotnp.C/O "fpgongO-lll??nf fisD.ctor: cdflb-- Acflon: COtlOAPPRqrED/CotlDlTlOtlSCdtmo'rlr: FOR MAIN LOBBY AI.ID REST. ONLY
€ORRECTIONS
COiIIPLETE F$IAL CLEAr.l At{D t IICOVER OR REhISTAL ALL StilOl(E OETECTORS
ADD SIC}N TO REST ENTRA'I.ICE STATlf.lc THE mOR TO REliAlN UNLOCKED DURI{G
Btxf.lEsg lnURS
@N|FIETE RAIED ASSET'BLY AT zND LEVET WEgT END CORRIDOR
12117fiJ1 lnso€ctoc CDAVIS Acthn: DN DENIED
CO|ilNoNIi: 2}ID AND 3RD LEVEL CORRIDoRS ATD UNITS }IOT READY AT THIS TIME,
ELECTRICAL FT{AL REOURED"F'IXTURES NOT INSTALLED J BOXES BEI.II\ID Ttr't'T{TED
I€ADEOA,RDS I.IOT PROIPERLY COVERED ETC....PII'S{t.lCi AT.ID PUBLIC WORKS APPROVAL REOUIRED
+RqECT lrt ST COIiPLY TO APPROVED PIlt\IS FOR H)l{Xlgs. A}lY REVISIOITIS llt ST BE
ST,'B|STTED AiD AI'PROVED PRIOR TO ANY FI'RTHER CONTSTRT'CTIOI{.
TO ilANY |TEXS }GED TO BE ADDRESSED TO LIST
bm:
It m:
RSPT131
lzlgf,l [tspofic a&Yb Acilort f.lO l.lOTFlED
Rtm Id: 1338
InrpertotEequeqt
Ancon|t|o|tmrdbc and firtdst pt|orm.d
12t2W1
Coilnaail3:
Fhr Deprapp|o'd
'8qdlalPlmL*r t'.arDorod rq{rs
RrDIc UYofii adrorra nquh.d
Al rcdlo*fne pe*o ntuin nr mar d.g[F on t|c ill!fie.DtHor $ulh tnd u[l d(b||ildbolffi
fiffiHffiffiEil.nclourrcsJnlt* clocs unnr *'. t $rlrd b b.lmbL.t
All tfrl ilooc corralt.nd h.blLdd
Satclodno6aalrSlc ruuk dmd lnl dooF new or eddbeTls wll Di m roorod dircdrgancy h lho '!afa o||lca la ttr tu*cd thrrtUp .rr rrcdt drr anqovr(l Wtn Town sr ilss bt5 cn l zDnlng FsL8.
ilrflv-dr.r lElb ldhtstEl aifihilm. andbo rmnv5 ndeho.|for: cdwb Ariloo: OOI\DAPPROVEDCOnDIKnI|S
2nal .nd 3d floor.ccornr(Son untB lrd fbols only
condondTCO
-ALL EXITS rfi.rsT BE MAINTAT.IEDBE MAINTAD.IED FREE A}ID CLEAR AT ALL TIES. ltlO Ft RITGR
ACTMTY IS ALTOUYED AT AFFECT T}C TCOD PORTT]IGI OF T}E
EGRESS PATH OF TRAI/EL llt ST BE MAltttT [.lED AlrlO FREE Al0 CrE R AT
PARTOFT}TS
t siEoFAr.lY
THE Aoqno|'lOF2r€EXfGi
BE ItrT wlT}T}.I IO UYORKNG FORI| tzlztnt.
t SE ATOWED fitl S]l W COt'LSTRt CTlOtlS TEMP' OFrcE I''ITL 2l'lo EIrT]s
CONSfiUCTED CN REVTSED ONNWTTrcS ARE RECIEVED AI.IO APPROT'ED BY TTE TOWTiItr VAL FCn Airy tfitE. l.llC|( OF COUPL|ANCE TO Ttfl[t CoiDTlOt{ COULD RESIIT hl
TIE LOSS OF AtlY OCCI PAICY N Ttlls il.il."Dll.lc.C[EA}I I.T REOUNEDO}I BIT^D$re EXTERIOR
€OTII.ETE CLEAi.I T.|P OF PAR(hIG OARAOE
TEruT'T: CDAI/IS ACilOO: APAPPROI'ED.flf{ LE\rEL E}{ r AIPROVED FOR OCCUPAI.ICY
MUST OOTf,t^ETE S}GETROCK IN @RRFORbn: lxli! PW-TEIP.C/O -ADorod-
'2lfinl
[Eo*br: LS A.too: ON DE]{ED
Cor|||tr{3: }.lcrTREADY
O,|/B'trl
Commnb:
bfi L5 trOoll: (
T$I TRAfFE CON'TROT I{ IGEDED
Adlon: CoNDAoPRClvEDtCOilDfnontslzllE(}il fEgcbt: LS
Comrrnb: ilID{TANTR|
A}$T REOI'REDYYC'RK NUY|{TER ilO}ITHS XI'ST 8E AI'PROUED BYTO'PYI'AM)VAT.
I?,1Afy, [t.f'Ebr: €ort|. Acdoor DN DE].IED
coorErb: Thb pmfd b brbo hooilFhbb sPprov€
llem: 537 Plr0+FI.l LC/OItilr 538 FIRE-F[.| LC,Oirn: 5@ PW-Ff,ilALC/O[m: 6aO BfDCtFhtlC/o
PI,|$I.C Fo.fifilhnPhnPllfil{.CShPbltbm: 2lbn: 2i!
SDEWALX hl FROIIT OF BtttDf,{G MANTANED BY 9HrW CO[tlS'IRt CTION OR VAL
K,(n|TAIILOOGE.Itiln: {XB Plll+,TEtP.C/o
REPT131 Rltn Icl: 1338
APR-02-2002 TUE 10:05 Al{ NLICCoG
lorrrac: i .J r._': f vrr,r.-alr r ln*
,*Ff
..,^...;-.
To: Chorlis Oa'vir
Frpm: Wayne Martin
970-45 8-0295 ert 108 or ele,ratcr@nwc.cog. co.usDate: 4lrflooa
prolertName: Vai I fYlov,r*ain L"ltr+ Spa'
FA){ N0, 9?04681208 P, 0t
:
u
Eievatcr Plan Re'rie',v
Eie'rator Tesi and Inspef.icn
35A E' lfl26l"Yt fuivtLoc=dcn !uJ,h. gllfj
' PErmit i',lumter ilwec?6 o0-o&l
Ele'/aicr lype HY P
The plans hEve b€€n re.rie.,.red and Found to ccnfcrm to all applicable ANSI fZ.i -^A
UEC ccdes
I
The eleva[or | ffiri Ri dumffier at the above lccaUon was inspected and
tested on - -lru.q:,q aM a:
: TE|vIPORARY Certificaie has been issued.
n/
tY FrllAL Inspeciicn Certificate has been issued.
Comments:
Signah.rre U' , , (1-/ !^
z_,
Ncnhlvest Col(:racr ;owc,l of Governments r ?O 3cr l30il t Svefihorne r CC r 3Ca-cB
970-€a-m95 r Fax 970-6&l2CB . ',r\r\r r,wc cog.co us
,.!| t
tl
APPUCATION WILL NOT BE ACCEPTED IF INCOMPTETE OR
Project #:
Pennit #:.-.ttrtfils {cs\ort Qpt'rt tutn-Dwro '}'t$rDAlt
/fr[T|J. FPEFEEb filtr- Broq El'lrr
L --\\t ,r/ |
t --iI,mmtwny rgwN.o=F v+IL BUtt?INjG PFBrl
75 S. tr'rontage Rd.
Vail, Colorado 81657
Separate Permits are required for electrical, plumbing, mechanical, etc.!
foNT-kAcron TION
General Contractor:
SUp.nJ Cut-sTit -LA-
Town of \lail Reo. No.:t'Contact and Phone #'s:
W.+C.e6t B,iR*g- 477 cfll
contractor sisnature:
I /( / o4,\FL-
v TIONS FOR PER"IIIIT
BUILDING: 51,6O0, O)CI-ELICIRICAL: $OTHER:$
PLUMBING: $MECHANICAL: $TOl'Al; $
REFTJND CI$AIIUP DEPOSIT TO:9tft+'vJ .' t x:-- / z. t'-<-
'Jl'2C I'h.) \. i2i"- ')l\z, .2"r*r -) r - r -'l-l l2 )-(; l:t C{.L
tur #A55€5tr/rs
ffitK 2tcl- oE
robName: VAlz /l|i;lulr.t)J LoDaF Job Address: 7tt E, {ltt^fr)trw n R , 'l A t r-
LesalDescription ll-wrl lqlancr: $ [ rirns: I Subdivision:1/A lL VtllAfrE: l)r
ownersName:vAL+sPh Inooress:rifBRr bt {tr tJAtt- Fltsi Phone:gro -t 72.1 ti'b'7
Arcnrcct/Desisntt',)Av,
s r>renJekAo$fi g bx21tl u-DtnrAFD5 (?)Pnolr'v)ria b,gl a it
Enginer: n e*ilt rJ6 ledc?.( il Aqt?T--il,,,hrr.*sp t -o*t.r AwJ Pnon? 7c Q',4ti 7fu.9
DetaiH description of work:
RcntcDEL 'T?t€ ENtsD*t:, Vn tu ATHE{rL cL.lB d.SpA 9uDa .
WorkClass: New() Addition() Remodetld Repair() Demo() fther()
Work Type: Interior ( ) Exterior ( ) Both Xt)Does an EHU e){st at this location: Yes ( ) No ( )
TypeoFBtdg.: single-family( ) Two-family( ) Multi-family( ) comrnerciat fi) Resaurantffl Onerl 1
No. of Existing Dwelling Units in thls building:No. of Accommodation Units in this building:
l!-ollypeof FireplacesEdstinq: GasAooliances( ) GasLms( ) Wood/Petlet( ) WmdBumino( )
No/Tvoe of Flreplaces Proposed: @s ApDliances ( ) Gas Loqs ( ) wood/Pellet ( ) woodrBumiline*'+Otffi)-l
Does a Fire Alarm Exisil Yes X) No ( ) FDoes tFiie Spanrcr System E (istl'17E!EE
*r*r*r***r*r**r*****ir****r*i:r*rri**'r**FoR oFFIcE usE oNLy***i***r****r*F*t**l .{.il#-,t.
I
I
:'
F:/eveqonefo rE/bldgperm ftrrornrn
Sol,0ac't cu
IF INCOMPLETE OR UNSIGNED
Building Permit #:
szo-lrg-erls (riib
Separate Permits are required for elcctrical, plumbing,
,ffiPT,
MWNWYilL
75 S. Frontage Rd. /
Vail, Colorado 81657
CONTRACTOR INT'ORMATION
General Contractor:
Qhalr lrnnclrrrr'{_ i nrr T,T.n
t"*'"lui'ffnd",,Crntact and Phone #'s:
I)arr l H6.lwor L1-7-na17W
PTETE VALUATIONS FOR BUILDING PERMIT (Labor q}laledelq
TOTAL: $PLUMBING: $
Far Patel # Conhct Assesnrc Office at 970-328'8640 or visi!
rdf]Lrtt lr
i;;;ii;""#rft '*;,t#;ffit$wnhoutparcernumber)
Job Name:. Vail Mountain Lodqe JobAddress: 3s2 E.Meadow Dr., vair
LegalDescription ll Lot: - ,.ll etoctc . ll Filing:Subdivision: rr-.i 1 r,.i
Owners Name: VML,LLC Mdress: 2g5 gridoe street, vaj.l Phon"' orn-o ,i-, oo.,
Architect/DSJner: partners Address: P;o. Box 27ir, Edwards-Phone:970-926-Rq60
Engineer: M.\n r^r^r i Narrra Lt Address:? O Et.a rr nh
PhoneiL PA {tn, ^"-
-
Detailed descriotion of work:
Remode! the existing VaiI Athletic club & Spa Building
WorkClass: New( j'.Addiuon( ) Remodel(x) Repair( ) Demo( ) Other( )
Does an EHU exist at this location: ves (, ) No ( )
rvpe on grag.' single-family ( .i.t k ) nesturt.nt ( ) ott* ( )
2 No. of Accommodation UniE in this buildiry:_2Alq
No/TvDe of Fireplaces existins: ,l"ettfE*& f f *t *t f ) *".
TYpe ofConstruction:
acuDenoy Grcup:
pte Reelved:
F : I e,t ery one / f or ms I bldgperm
U
1''D ll
APPUCATIOT{ WILI NOT BE ACCEPTED IF INCOMPLETE OR UT{SI
ttftcrb -lo S\drt Qprjtt tta'tn -Dbrro -Mq.sa.{ Prciect #:
FEEFE€5 FIJLL elo€r Elrtr Bui Permit #:
Ip/VN0FVtn
75 S. Frontage Rd.
Vail, Colorado 81657
Separate Permits are required for electrical, plumbing, mechanical, etc.!
fo rwltcro R I NTo RMATI oN
General Contractor:
SUA-ri Cux,sf,r c-LL
Town of fil Reg. No.:Contact and Phone #'s:
W.A'Pert BJ e*E- 47 7 c ft I
Contractor Signature:'( / c,\,l2-
COMPLETE VALUATIONS FOR BUILDII{G PERMIT (Labor & Materials
BUILDING: S 9,6O0, O)C-ELECTRIOAL: $OTHER: $
PLUMBING: $MECHANICAL: $TOTAI: $
REF{'ND CLEAI\IUP DEPOSIT TO:5H1l'u,J ('c x': 7 z t-t
-7(rc l+r?-tze"- )A
/.: l?.r-*' ) r .., r., t'f1b t'-c itt €L0
# Conbd AswsorsOffieat9TO-
Hf,ffi 2 tcl- o
rob Name: V4 tr /l1i; ttrhvt tJ t t,v g 6 to' *o*t 3;.) F, vlr t]rt) c,t* I (l . \ A t t-
LesatDescription fl*-l/q ll eb.k' f ll rilins' I Subdivision:{1 t t v t I I *r',g I t t-
Owners Name:lAZ. {5 pA Mdress: 2h{BRl D rr sr \/Art urn')PhoneqTg4Th/Et;7
ArchitecvDesisn"t'r)Ari/ \ r:nenlPil'ootfi:j B r-, x zl tt FD4zftpg5 .'<)Pho\7v)ria b&l b i)
Engine€r" fftoL'Rucvrri |i.*r2-/ [A4$ry,B"* t t\/yt.r&c F-;>i-t,ut Avci Phonu 7c ?4q 772.F
Detailed description of work:
RcnloD EL 'TTr€ rxrsn r t:V4It ATHE€NL.C/.UB d5N DUDA
WorkClass: New() Addition( ) Remodelld Repair( ) Denro( ) Otrrer( )
WorkType: Interior( ) Exterior( ) Bothfi!Does an EHU odst at this locauon: Yes ( ) No ( )
Typeof BUg,: Singl€-family( ) Two-family( ) Multi-family( ) @mmerciallQ nestaunntrf Ofier( )
No. of Existing Dwelling Units in this buildingt No. of Accommodation Units in this building:
Nofrypeof FireplacesExistinq: GasApoliances( ) GasLoos( ) Wood/Pellet( ) WoodBurninq( )
No/Type of Fireolaces Pmoosed: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) WoodrBffmtf,$ffi"filEmil
Does a Fire Alarm Exist: Y* (X) No ( ) I Does a Fire Sprinkler System E iistl'lfd I rtl E
n
ffi
***n*****rrir*r*****l*iri***r****r****FOR OFFICE USE ONLY***,r't,tr***********f
F:/everyone/f orrm/bldgperm fwonun
APFLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
Project #;
Building Permit #:
a,1. --Fl||
tvnti0FVnil!
7i !. Frontase ltd..,1;;il. CororaEo 81657
Seprrafe Perrmits
97 0-479-2149 (Inspections)
umbing, mechartical, etc.!
Contact
P;rrcel #
Assewrc Office at 328-8640 orgL 9f oo
.F fusr Eoo &fJt,:t t r\, C Lu er.rT
b&.*.
Multi{amily (Commercial (y'J Restaurant ( ) O$rer ( )
Exist: Yes (No( )
COT.IPLETE VATUATIONS FOR BUILTYING PERMIT (Labor & MAIETiAIS)
,J/z -c,ut Fcc
NOT ALLOWED 4
ilt tt I t I
V qlo /10"*14 't L'DA
-_}r--.. , r.ription l! t-ot' I ebck:r --!., ! :irne: vnu, L.L. c. finri'=1i1%[
I i: rgineet:14r* es1 | l)1**- {.a.li od9.fttl;.r,
:i . .tailed clescriptron of ivork: &b"**- ,/6at4rr,.-
il ,l)n-t fnr* Ta;lt+- +"t a.la,^r SE
rob Address: S; Z E . I'lCo >orrbp,rt
9F-p Ar*e.ua
'285 B&,ot^c 9r.
Phone: lZU .glAo
V\loikClass: New( ) Aclditicn(rzf nemodel (.,{ Repair( ) Demo( ) Other( )
Wcr"k Type: interior ( ) Exterior ( ) Both (Does an EHU exist at this location: Yes (v4 No ( )
No. of Accommodation Units in this building:
Does a Fire Sprinkler System Exist: Yes
tl TILDING: $ /, f,OO.O.lO ELECTRICAL:5 te>ieor>OTHER: $
PLUMBING:$ feO,geo MECHANICAL: $ 7OO)-e€o TOTAL: s 2, G,l9,O,OsO. Oo
REFUND CI-EANUP DEPOSTT TO: $fi63;1 P,.v.:<tpr ln4f rm f
i. .
.l
riiL
I
e ntractor:
Le^,, :::===!: Sionatu
CONTRACTOR INFORMATION
-NlU-nErF Y
R OFFICE USE O
BEST
COPY
Contact andfhone #'s: (gto\ 9l z - tz, b
Et-rnt &pl+twA (1u)2ot- ctzt
Town of Vail Reg, No,:
ICE-q
f,/z4eo
F :/everyone/f ormsTbldgperm
$ffik
AVA'LABLE
APFLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
Project #;
Building Permit #:
a,1. --Fl||
tvnti0FVnil!
7i !. Frontase ltd..,1;;il. CororaEo 81657
Seprrafe Perrmits
97 0-479-2149 (Inspections)
umbing, mechartical, etc.!
Contact
P;rrcel #
Assewrc Office at 328-8640 orgL 9f oo
.F fusr Eoo &fJt,:t t r\, C Lu er.rT
b&.*.
Multi{amily (Commercial (y'J Restaurant ( ) O$rer ( )
Exist: Yes (No( )
COT.IPLETE VATUATIONS FOR BUILTYING PERMIT (Labor & MAIETiAIS)
,J/z -c,ut Fcc
NOT ALLOWED 4
ilt tt I t I
V qlo /10"*14 't L'DA
-_}r--.. , r.ription l! t-ot' I ebck:r --!., ! :irne: vnu, L.L. c. finri'=1i1%[
I i: rgineet:14r* es1 | l)1**- {.a.li od9.fttl;.r,
:i . .tailed clescriptron of ivork: &b"**- ,/6at4rr,.-
il ,l)n-t fnr* Ta;lt+- +"t a.la,^r SE
rob Address: S; Z E . I'lCo >orrbp,rt
9F-p Ar*e.ua
'285 B&,ot^c 9r.
Phone: lZU .glAo
V\loikClass: New( ) Aclditicn(rzf nemodel (.,{ Repair( ) Demo( ) Other( )
Wcr"k Type: interior ( ) Exterior ( ) Both (Does an EHU exist at this location: Yes (v4 No ( )
No. of Accommodation Units in this building:
Does a Fire Sprinkler System Exist: Yes
tl TILDING: $ /, f,OO.O.lO ELECTRICAL:5 te>ieor>OTHER: $
PLUMBING:$ feO,geo MECHANICAL: $ 7OO)-e€o TOTAL: s 2, G,l9,O,OsO. Oo
REFUND CI-EANUP DEPOSTT TO: $fi63;1 P,.v.:<tpr ln4f rm f
i. .
.l
riiL
I
e ntractor:
Le^,, :::===!: Sionatu
CONTRACTOR INFORMATION
-NlU-nErF Y
R OFFICE USE O
BEST
COPY
Contact andfhone #'s: (gto\ 9l z - tz, b
Et-rnt &pl+twA (1u)2ot- ctzt
Town of Vail Reg, No,:
ICE-q
f,/z4eo
F :/everyone/f ormsTbldgperm
$ffik
AVA'LABLE
I
:
I
r Pase I ofl
Ron iust came an and submitted a development improvement agreement with a check for $60,000. I talked with George over the phone and he says
the permit can go out now and we can lift the red tag.
Thank you
Russell Forrest, AICP
Director of Community Development
75 Frontage Rd
Vail, CO 81657
970-479,2146
russ4l@yail" n-e!
fi le :i/C :\Windows\TEMP\GW l 00003.HTM r0/0212001
DETACH AND BRING THIS PORTION OF CARD TO
Office of Building Officiat, TOWN OF VA|L COLORADO
I
'27v"-"..",.
Building Inspector
$ffir
rr,kl .fi rt "l8ui 3I Jfi'b[fFfB?^'wfiff1'
l-dl? rr,, BUILDING Has Been Inspected, and- Cllp.,{{eTHts BUILD|NG Has Been Inspected, and-
of,=*AL coNSrRUcroN D coNcRETEI rr/[trunv I PLUMBING
N WAf,M AIR FURNACE ..N ELECTRIC !3 wAitTul AIR FURNACE T0ELECTRIC WIRING
qg6fi,firrlNc AND vENING ]So BUTLDTNG pERMrr
^'"'X;rHER: NoC,A {ie reVia,ae WOtk
dll
Do Not
'rtn
Building Inspectorffi
Remove This Notice!- . '
f-p6s*tuCil,w\.5lnttr
04/zE/oo l7:3{Fal 303 {{4 1857 JYA, IIiC,.' JIP F-w
chen and associates, inc.
CONSULTING ENGINEERS
$ S. ZUril . DEI{VER, COLORAOO t02?3
192' EAST FTRST STREET ' CASPER' WYOflIilG I2IO1
$[ltqnDrflof,
Ir0lxltllllG
SOI L AI{D FOUIIDATIO[ IIIVESTIGATIOH
FOR PRO?OSED VAIL ATHLETIC CLUE
VAIL, COLORADO
Danno
Prcprrcd for:
PIERCE, BRITIER C FITZTIUGH SCOTT ASSOCIATES
vArL, coLoMDo 81617
t03/ila-710f
. firl2?,|.21'|
rg o0I
%Koxy"
fturoxnxt Boo-o
-nffieo
MAY o 5 ?t)oo
TOv-coM'DEv'
Job No. 11876A Fcbnrary 18, 1977
s{izE/so 17:34 FAI 303 {dd 1857
t.i
JVA, INC.
TABLE OF COTTEffiS
coilcLusrols
sCOPE
PRoP0SED CoilSTRUCT|0ll
stTE coilDlTtoxs
suBsotL coilDlTtoils
CROUNDI{ATER
FouNoAT | 0x RECoTflENoAT I oilS
RETAIIIITIG STruCTURES
FLOOR SIAES
uilDER0RAlil SVSTEil
EXCAVATIOil DI FFICULTI ES
svt|ililr{G P00L cotsTRucTt0r{
SURFACE ORAINAOE
TIISCELLAI{EOUS
FIG. I - LOCATIOI OF EXPLONATOfiY HOLES
FIG. 2 . IOSS OF ET?LORATORY HOLES
FlG. , - SUELL-COllS0tlDATl0x TEST RESULTS
FIGS. 4 througfr 6 - GRADATI0II TEST RESUTTS
FIC. 7 . FOOTITIOS O{ COITPACTEO STRUCTURAL FILL
TAELE I . SUITIIAIY OF TASOMTOiY TEST RESUITS
. JtP @ oo2
I
z
z
2
t
t
I
5
5
6
7
7
8
8
APPENDIx A - SUGGESTE0 ltlllll{Ufl SPECIFICATIONS FOR THE Pl.AcEnENT 0F
CO'IPA TED FILI
o4i26/OO l7:3tl FAI 303 44{ 1957 JVA. INC.
nry bc foundcd wlth rprcrd footlngr plrccd
dcrlgnodforr@
r JIP @003
a
coltcLust0]rs
(l) Thc propocd cthlctlc club
on thc upp.r nrtutrl rol lr
3.000 prf.
Ql fehlghcr onxlmer ellqrblc roll prcrrurc of 51000 prf can bo obtalncdJ
I Uy placlng footlngr on r nlnlnlm of ! fcct of ccrnpcctod rtructsnt J
I rrrr
(r) Dccp brrcmnt walll thould bc dctlgncd
rcrlrt e lrtcral Grrth prcsrurc bescd
cr rctelnlng ttructur.l to
upon a_n-ccu I vrlcnt f luld
(lt) Gror.rndwetcr
bc cxpcctcd
wac found at elcvrtlmc 8154
to rlrc durlng thc rprlng ond
to 8156 ln Jrnuery cnd crn
crrly runncr nonthl . Thc
(5) DGflatcrl n! of thc foundat I on cxcrvrtton rnay bc nGccrrrry.
rdreln I
A; INC.r JfP &00{
-z-
SCOPE
Thlr rcport prctcntt tln rclult! of a coll rnd foundrtlon Invcrtl-
g.tlon for thc propotcd Vclt Athletlc Club. Thc rcport Prcl.ntt thc nott
dcrlrablc rnd rafe typc foundrtlon, rllcrblc cof l pr.!!ur$, rrtcr teblc
condltlmr end othcr dcrlgn rnd congtructlon d6ttllr portlncnt to tht
subrol I cqrdl tlmr.
|lc prcvlorsly canductcd e prcllmlnary toll and foundrtlon Invcctl-
gatlon rt the rltc raportcd undcr our Job t{o. 13876 drtcd Nwcrnbar 10,
1976. Infomatlon obtalncd fron thlt Invertlgatlon hrs bccn Incorporatcd
Into thls rqport.
PR0P0SE0 C0ilSTRUCT|0r{
Thc propoccd rthlctlc elub wlll be r 5-rtory structur! wlth barcmcnt
lcvel cnd covcrcd perklng lcvcl. Thc bercnpnt lcvcl wltl Includc a lwlrn.
mlng pool and handbrll courtr. Tha handbell courtc wlll br con3tructed
wlth a rrod floor rt clcvatlon 8154. Coturnn loadr up to l5O ktpr arc
expcctcd. Typlcel wsll loadc wlll be on thc ordcr of l! to 15 klps per
llncal foot.
stTE coilDtTt0il5
Thc proporcd slte lr currcntly occuplcd by tr*o cxlrtlng t to 4-story
itructurrs. Thqgc structunar arc gcncrefly In good condltlon; hcrover,
rsrc mlnor cracklng trrr obtoryrd ln thc soncrrtc block of Poor Rlchrrdr.
Thc tltc lr locetgd m thc north bmk of Gorc Crcck. Thc Around rurfacc
:loprr rtlghtly to nodcrrtcly dornwrrd tanrrd thc crcck. Thc wrtor lovrl
In thc crcck rar rt approrlmtc alcvrtlon 8155 rnd wr! oot foot dccp.
0.1,2b,.00 17:3i fAl, 30J 4{4 195;J\.{, It\C.
-t-
lr!3 cngountercd from 6
tlmo of drllllng, Ar
c?c.k l! rpprorlnrtcly
-, JIP
hols ls on thc ordcr
helf of thc slte and
to l5l fect dccp (clcvatlons 8l5lr
Indf cetad prcvlously the elevatlqr
8155. Duc to thc arrnulrr nrtur.
B oo5
The maxlmum dlffcrcnco ln olevatlon botracn our tott
of 12 fect. Vegetatlon wrs eonflncd to thc routhcrn
contl3ted of natly€ grassgs, weeds and plne trcos.
SUBSOIL CONDITIONS
The subsol I condltlons brc rc Investlgalcd by drllllng 3 eddl tlancl
exploratory holcs et the locrtlons s hourn on Flg. l. Thc rlopc of thc clto
and the preeencc of exlstlng bul ldlngs I lol ced drl I I lng acccsslbll lty, Thc
2 exploratory holer frcrn our prel lmlnary Investlgatlm lrc al!o Indlcatcd
on thls flgure. The subtol lg cneountcred et thc sltc brc rc qultc crrctlc.
General ly, t hey conslsted of a cornblnatlon of rned I grn dcnge to dcnsc sllty
sand and grevel and sllty sandr on the north ond of thc tltc. Frcqucnt
cobbles uere cncounBcrcd ln the upper 14* to 18 fcct. At the routh ond of
the iltc the subsol ls conslstcd of l0 fect of sl lty srnd wlth grewl ovcr-
lylng rrcdlw to vGry stlff sllt. some arcas of cxlstlng flll worc cncountcrqd
both along the north ond south sldcs of tho sltc, Thc flll conslstcd of
sllty sands wlth somc aravcl and cobblcs. sqna of the fllls ncrc orgrnlc,
A swel l-cmsol ldatlon tesr on a typlcel semple of rl lty rand f t I l,
prcsenred ln Flg. t, Indlcotas that thc flll wlll conrolldato axccrrlvcly
under noderate loedlng. Gredatlon chsroctcrl!tles of the granuler rubrollr
lrc prGlontGd In Flg:. t through 6. Therc grrdrtlons do not rcflcct thc
trua ahount of large grrvel and cobblas wlthln sqnc of thc subrolls.
GROUI{DIJATER
Frce watcr
to 8156) ct tho
of n.b? In thc
u4; Zor UU I r : Jo l'A,l JUJ ,1'14 1957 JVA, ll\U.r JIIP
:
I4 006
-ll
of th6 rublot ll, wc would cxpcct thc watcr tablc to fluctuttc cloccly wl th
chrngcs In the Hetcr lavcl In Gore Creek. Informatlon obt.lned frcrn the
U.S.G.S. Indlcetcr an rvorlgc tacron.l fluctuetlon ln the wetGr lavel on
thc ordcr of 2 to 5 fcet wlth the hlghcri wctGr lcvGlt oceurrlng durlng the
sprlnE rnd corly 3urnxrr monthr of thc ycar. ]tc mexlmum tcetonal fluctur-
tlon In the lest 25 ycart hal bccn approxlnatcly 6l fcct.
qr.-g I I ph tlX._9s!s{-Ue-e.Ec@e!9.f
.table, a posltlvc undcrdraln3[g_11_cgrntlnuous purnplng wlll be_.q'p*ulg9g.S..*rr_*--*rr .€?.- "!>+qc!.r.'!---ir--
It utlllle lmportsnt to proteet the woodcn floor fr<rn nolsturo as well
as the frce water. t{o suggest consldcrstlon be glvcn to ralrlng thc lorer
f loor lcvol ro that coritlnual purplng wl|| not be nocellery or consldcr
dcrlgnlng thc loner floor as a w.tcr tlght rtructure.
FOUNDAT I ON RECOHIIENDAT.I Ot{S
Conrlderlng ths subsoll condltlons at the proposcd slte, wc bollcvc
the ttructure can be founded wlth spreed footlngs plrced on tho n€turrl
solls. The foll*rlng deslgn and constructlon detellc rhould be obserucd:
(l) Footlngr placcd on the gturrl rol ls bolow thc cxlstlng flll rhould
bo dcslgnod for e msxlmum.soll prerrurc oflrgggl.
(2) lf a hlgher maxlnun ellorable soll pretsurc ls dcrlrrblc, foottngt
moy be placcd on a mtnlnum of lfcet of gqo
dcslgncd for c maxlmun roll prasaurc "fJ*900*sj. A detoll for
footlngs pleced on ccnprctcd gtructurul flll ls prescntad In Flg. 7.
Structural flll chould conrlst of granulcr sollr slnllrr to thc on-
rlte tofl!, lorl .ny rtonor grcrtor thcn 6 Inchcr In dlanatcr and
cqrpactcd to l00l rtrndrrd Proctor dcnrlty rt optlmm nolsturo eontont.
v4/28/og 17:3tt !A.L JOJ {{{ 1957 J vA, I tic.r JXP r4 007
-5-
Gulde rpcclf lcatlonr for thc plicmcnt of coPectcd structur.l f ttl
€re attrchcd In the apPcndlx.
(:) Under thc abovr prcrrurcs' trc ortlnrtc thet totrl tcttlqngnt wlll bc
on the ordrr of I lnctr and naxlnrm dlffcrcntlrl rcttlsnsnt tcross tht
proporod rltc wlll bc larr then J/{ Inch.
(tt) lf largc bouldare .rG encountGrcd ltrrnedlatcly bsla, thc fmtlngs,
(6) Contlnuous foundrtlqr wrllr should bs ncll rctnforccd to rpan .n
unrupported length of ct lorct l0 fcct.
(7) Dcwetcrlng of thc cxcevrtlon, as dlrcurrod In r trtcr rcctlon, n y h
nec'olsrr.y to fcstlltatc construcdlon of thc foundatlon.
(8) gld fogndctlons rhould be renpvcd cnd backfllled whorc noodcd wlth
granuler goll ccnprcted to l00t standrrd Proctor donslty.
RETAIT{ING STRUCTURES
Thc basorncnt wolls rhould ba dcslgncd to rcslrt loteral 6arth pra3-
turor, llc recqmpnd thrt rctrlnlng wallr bc dcrlgncd brlcd upon rn
oqulvalcnt fluld wclght of 35 pcf. Thtr assrmos backftll tollr slmllrr
sollr and drclncd condltlong OctrtnC ahc welt. A drrln
thcy should bc renrovcd rnd replaccd wlth cdnp.ctod flll.
{All footlngs rhould bc pleced below any cxlrtlng fl ll or old
)/ tlons. The Gxlstlng flll ls rlmllar to th€ on-sltc sollr. I
I OtfflcutGy ts cneountcrcd In dellncatlng nrturrl roll rnd ftl
I\ should be notlflcd to Inspcst the foundrtlon excavltlon.
(5)foundr-
feny,
l. irJ
to tha
rhould
on-: I tc
ln
.s I vc hyd ror nt I cJ ror rjf.?-r !,e!r I nd Jhc .wo I | .
u4izE/00 r7:3n fAI 30J 44{ 1957
!nd
of
..no
JVA. tNC.
. -5-
- JltP @ o08
FLOOR SLABS
. Thc nrtural solls rrc c.prblc of supportlng llghtly loldcd floor
slrbc. Any cxlrtlng f tll or old foundrtlstr locatcd bcnceth f l9or llrbr
ghould bc cqrplatcly rcmovcd.tnd rcplaced wlth t.grrnulsr noocxPlnslvc roll
conpected to .t lcr3t 951 rtrnderd Proctor dcnrlty. To nlnlmlzc drnagc duc
to rllght dlffcrcntlel rtrb ttovGrEnt. rlebc rhould be:cparatcd frm ell
borrlng wrtls end colunns wlth a posltlvc cxpenslon Jolnt. Slabs should
also be dlvtdcd Into rirodcretc sl!c unlts to mlnlmlza danage due to shrlnkegc
cracklng and ttrcy should bc relnforccd.
rovldod boncrth ths floor ilrbg to dlstrlbutc floor lod
to prewnt capfllcry watcr rlse. Frec dralnlng grovel should conrlrt
at lcart 50t grovel alzed aggregrtc hevlng r nExlrnrn rlza of J Inshcr
lcrs than 5il pesrlng thc tZ00 rlcvc.
UNDERDRAI}I SYSTE}T
Slncc frcc wotcr ls gencrally ncar or ebow thc a roporcd lourer floor
elcvattons, lle rGcornEnd that tho I oncr lcvel of thc butldlng bc protcctcd
. by rn underdrrln ryrtcm. Thc undcrdrrln ty:tcnr should o(tcnd oround thc
pcrlmtcr of thc bulldlng and lotorrlly bcnerth thc slab on nlxlm,m Intervrlr
of 50 fcct lcadlng to rcverot sunrps wtrcrc xctcr can be rqnovcd by plnnplng,
Thc rystan rhould conrlrt of dreln tllo crnbcdded In a grrvel flllcd trcnch
Instrllcd at lcart 2 fcct balor the bsrcmcnt slab. Thc underrleb gravcl
chould connrst lnto thc udrrdrrln tronch. ThG lyrtcm rhould bc dcslgncd
' for r tolrl cryrclty m tho ordcr of 200 gpn. Thlr rlzs 3yitdn rhould
handlc nornrrl 3c!son!l flueturtlal! In ground€tar. Thc systan rhould bc
prwldcd rlth rtrdby punrgr rnd rn dtorglncy pc.ar rourcr to protcet rgrlntt
purp or pcrrr frllurr. Sfncr thr lanr flor lcvrl lr rbqt thr rrrr lrvrl
gravcl 3ltoulC
U{t 26t 00 1.7:37 FAI f 03 'ltt{ 1857 JYA, INC.
-7-
-' JfP rg 009
€! thc cr.cck, a grrvlty dlrchrrga prdtbly lr not fcaslblc. It thc !y!t.tt
ls dcslgncd for grrvlty flan to thc creek, HQ recoirncnd thet a flap vclvc
bc Installed to prrvent watGr frcn thc srrck frm backtng rp tnto tfr.
dreln tl lq.
Thc undcrdraln rystern lr cxtranrly crltlcrl bcnceth thc proposcd
handbcl I courts. Thc proposcd hardr.rood f loor ls vGry sensltlvt to tttolstur..
Uc strongly reccnmnil sn altcrnatc floor lystcm for the handbrll courts.
ihe slab shoutd also be deslgncd to reslst sone hydrostatlc pressurc In
the event of cxtrame groundnater rlse. Ue rccqnnend a rnolsture barrler
be lnstallcd beneath the slab.
EXCAVAT IOlI DI FFI CULT IES
To facl ll tote thc constructlon of thG l6Gr lovel , lqnc dewatcrlng of
thc exbavotlon tn€y be ncccrrary. Duatcrlng can bc rccomp I lshcd by cxc.y!-
tlng dralnage dltches or plts along thc pcrlncter of the €xcavltlon whrro
the water can bc Interceptsd and purnped.
Tonporory €,ut slopcs rhould have a s lope no stcopcr then l:1. Permanrnt
stopes rhould bc malntalntd at a maxlmrm rlopc of 2:l (horlrontal to vertlcrl).
svtf,lr{tNG P00L coilsTRUcTt0N
The proposed swlnnrlng pool wlll be a leppool havlng a conttrnt dcpth
of 5 feet $rlth a bottdt st elevstlon 8155. Thc gubsoll condttlong arc sucb
that conventlqral ${lmrlng pol conrtructlon crn b6 utlllzed. Tle-gggl
d]:rurqd-to-! !_tp;-
capt any wa ,rfgl
{:gl:!_tgjlf__pgg!-_{:g __te_jytg! g*c- erelsua- A rcvc rre f I or d ro I n vr I rr
04/26/09 17:37 FAI 303 4it4 1957 JVA, tNC.
-8:
. JIP I4 0r0
mlght bc dcrfrablc to pf6wnt Gnc'lrr hydrortrtlc Ptclurc outlldc thc pool .
Grre should be trkcn In constructlng r watertlght Jolnt bctrilcn the poot
watl cnd dcck to nlntmlzc leakegc lnto thc foundatton tolls.
SURFAGE DBAII{AGE
Thc fol lovllng drelnagc prccsutlqr! rhould bc obscrwd durlng cor-
ltructlon rnd mlntelncd at oll tlmes aftcr the bulldlng has bscn coflPlctcd:
(l) Exccsslrrrr'ncltlng or drylng of the foundatlon excavatldr should be
arroldod durtng construct lon.
(2) Backflll around the bulldlng shorld bc molstcnad lnd copectad to et
least 85t arandard Proctor dcnslty.
(r) hrc around rurt€cc rurroundlnE thG.xtcrlor of thc butldlng should bG
slopad to drefn anry frm thc bulldlng In ell dlroctlqtr. lfc roccnrrnd
s mlnlmurn tlopc of 6 Inchor ln thc flrrt l0 fect.
([) Roof do^nrspout! snd dralns chould dltchargc rell beyond the llmtts of
all brckflll.
htscEtLAfrEous
a'' Our cxplorrtory borlngl ularu spaccd er clorcly m fculbla In ordcr to
obtrln r cqprchcnrlvc plcturc of tho rubroll condltf orr; hmvcr, Grrrtlc
roll condltfor rlll probrbly occur bctrr.n tc1t holcr. l{c rcconncrd thr
!m br Inrpcctcd.
ilvlcrrd
DtlA/dr
:
ftai:t*e;?y-1.;i9"'€a{.i)
ri 14486 !rA di.':
fu,.,.,
AilD ASSoCIATES, lilC.
3 Artocl.t.res: Johntsr, Vollrnd, Archulrtr
f.Indicates
O lnd i cates
(Job No,
exp I oratorY
exp I ora torY
I i,876) .
E lev. =tl | 70.
holes dri I led
holes dri lled
+ JIP
t-14-77.
l0- 28- 75
Sca le:
O
| 7' l$'r= | | $'
1-
4'
#t3,876A
Hole 3
04i28/00 17:38 FAI 303 444 lS57 JVA. INC.@ or2
ROAOWAY
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EXISTING BUILOING
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LOCATION OF EXPLORATORY HOLES
Fi9' I
04/2b/oo 17:3E FAtr 303 4{{ lS57
'.ole I
sl.=8 171.55
JVA,tlic.J JIP
Hole 3
El.=8159,98
@or3
Hole 4
El.=8161.15
Hole 2
El .=8169.22
Hc
El.=
F
lr-
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::
i-.:
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33/ t2I UC= lJ. '
-200-9
l00r 5
32/ 12
--
lJc= | 2. 3
-200- l0
')6/ 12
VC=l?.?
-200= l2
8/ t2
WC=9, 5pg=tb.9
-ZUU=q I
8/ t2
|/.c=?|..2
-20o=72
NP
20/ l2
t./C=20.7
3Fr0l.6
- 200=5lr
tB/ t7
WC=27.4
-200=E0
NP
2t/ t2
Prel inrinary lnvesti
Job No. 13,876
rlP
26/ tz
yg= l!r.8
- 200= 20
NP
7r 12
B/ t2
rlC=29.9
- 2 0o=96
t\r
t5/ t2
-ZOO-22
23/ 12
iir 3876A
lJ!l/ 10/
,
'9.8rt
50/6
uu I r : Jd l,Al JU., {{{ luirl
8t75
8 r70
o ro)
JVA. lNU.+ JilP |a or{
Finished
l'larrdba | |
t'l.=5l5It
29/o
WC= 16.3
\o/ tz
F Ino.8 l6o
Courts
8t5l
8 rb5
B ll{0
F
rrJut
t!
I
;
trJJ
r.L
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u i sturbea
-lttd
i cates
IIOTES:
LEGEND:
DQ Ii-lJ, s i lLy sand, organic, moi st, dark brown'
N-/l
nt,lt (ML), ntedium to very stif f , wet' brown.
L.A
Sand (sM) , s i I ty, occas iona I grave l and cobb lcs ,
rnedium dense to dense, nroi st to wet, red-brown.
Sand and gravel (SM-Gn) , s i lty, frequent cobb les,
nredl um dense to dense, red-brown.
l.. Undigturbed drive sample, Ttte syrnbol 33r l7' irrdic"tes that
U ll Ulows of a 140-pound hanme r falling J0 inclres were
I requ iretl to drive the sanrp ler l2 inches.
stondard split spoon sample.
deptlr to free water t the time of drilling'
(l) Test lloles l-l wcre dr I led J.:nuary 14, 1977 and Tes t
lloles 4 and I were drilled Octrber ?8, 1976 vritlr e A-inch
p orre r duge r .
and refer to B.11. showrr on
d iameter cont iruous f I ight
(2) Elevat ions are approximate
Fi9. I
(3) tJC = Water Contenl (%);
DD = Ory Density (pcf);
-200 = Percent Pass ing l{o. 200 S ieve ;
llP = Nonplastic.
on
LOGS OF EXPLORATORY HO!ES F i9. 2
Nc.
CHEN AND AsSOCIATES
0
I
2
3
It
)
6
7
8
9
AfPLlSg PrttlUtS - rrt
Srrpl l-Csrnl idof ion Trrt Rrrrltr
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co
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8
' lf ctu?cl Ort Unrl t.ie ht - 96.9 gct
lloturol loi.lstt Confail . 9.5 Drtc.nl
lloterol oft Unrl W.rghl ' Pcf
Xol|/r ol Mor Itu?a Co;trnl - D'rc'nt
,t 3,876A
Flg. lco t
s4/28/00 17:40 FAI 303 {a{ 1957 JVA.INC.{ JXP q! or6
Cxrx exo AsrgctATtl
C.onsl tlrn Scil cd Fern&tlar Eqinrer
!tt
ITtII
g!aY ttlrttal tO llLV lno'tl'llrCl
arlv.L 9 %' taxe 82
Lleulo Ll,r r T,
.a..rL3 o: Sl lghtly sllty
7 rtt-r axo cLAY 9 ol.
tLArrrctrY F{oGx * .
sand F.oM Hole I at dcPth 4t-0rl
a!tt
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SraV ttlaltat 1! a[Ll trD4rllcl
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LtcurD
tararL3
t3r
LIMI'
tar.o
%
t0%r
at dcgth l7 | -0"o' 3l lghtly rll tY
grrvcl ly rrnd
GRADATION
77 * .tLY ^xo .LAY
tLAlttglrv lxorr
rnd ?rou Hole I
TEST RESULTS
fl 3,876A
orarlrlr ot
0r.rllll ot
a
ll
Fle. {
04"28/00 l7:40 FAI 303 4{{ 1957 JVA, uic.r JTP
Cxsx exo ArsocrAtt3
Canulrlng Soil ard Fqn{stlm Erginro
cllv l?!'rl'l iD lllv lE-
crAvrL zl 1, laxo 67%, .rLr axo cLA., 12 %
lrouro Lrxrr % tLaarlcrrY txoer *
raLrL: or Sllghtly sllty, TroM Hole I at dcpth 24r-0'l
g revcl ly sand
C,tty ttr.0lEl !O atLT lC'"laltitl
orAvGL I * tAxo 6g lh trLT ^xo cLaY
Lleuto Llr. I t 'h
larrLe or Sl I ty rrnd 7ror. lblO 2
RESULTS
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22%t
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orarSlla ot tra?tltl rr
fl 3,876A GRAOATION TEST
J JXP go2o/022
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May 5, 2000
Re: Vail Athletic Club - Application for Demolition and Foundation Permits
Town ofVail
Dept. of Community Development
75 S. Frontage Road
Vail, CO 81657
Attention: Kathy Waneg Permit Review Coordinator
Dear Kathy:
As discussed with you and JR Mondragon earlier this week, we are applying for both
demolition and foundation permits for the Vail Athletic Club. This work will be
concentrated at the North Entry, Southeast Exterior, East Exterior, and East End Interior
(excluding the existing restaurant) areas.
Per our discussion, please find four (4) copies each of the following:
o Completed Building Permit Application - (One Copy)
o Asbestos Inspection Report and Certificationo Staging Plan (Color Plan Submitted to Public Works)and Written Description of
Construction Planr Schematic Design Drawingso Demolition Planso Foundation Drawings (Stamped by Structural Engineer) and Preliminary Structural
Framing Plans (Not Stamped)r Preliminary Soils Report (We will follow-up with an'bpen pit" investigation during
excavation, as we discussed)
Please call me at (970) N+5726 if you have any questions or comments.
Thank you.
SIIAW Construction L.L,C.
cc: Ron Byrne
Jay Peterson
Clark Atkinson
760 Horizon Drive . Grond Junrlion, C0 81506
Fox 970-211-5618 . wsw.shovronst.com
Phone 970-211.9236
YA. INg.
Llqutd Limlt - t
(ASTH . Des | 9n at l on
D-1r23-66).
Greater than 50
30-50. Less than 30
CO}IPACTING SOIL
tn maxinurn dlnrcnslon shall be placcd In the fl l1'
APPEHDIX A
SUGGESTED
'tINI}IUIT
SPECIFICATIOI{S FOR THE PLACEI{ENT OF COI'IPACTED FILL
GEilEML
A soll en$lneer shall be thc ownerrs rcPresentatlve to cdltrol thc
backfltl conrpacllon. it. Sotls Englnecr shall approve the matcrlal' the
mcthod of placlng and comPectlon, ind shalt glve a wrlttcn aPprov'l of thc
cornpleted f I I l.
I.IATER I ALS
Thc solls uscd for cornpactcd ftll beneach Interlor floor slabs shall
bc non-swelllng for the deptir shonn on thc dranlngs. Solls rneetlng thc
follovrlng crlterla wllI be considered non-swel llng:
t llinus #200 Slze
(AsTx oeslgnatlon
D-I r4o-51).
The Prepsratlon of Natural qrcglqt l{o brush, sod, frozen materlal or
or stones oi 5 tncnes or greatcro6'cr perlshaEL or unsuitabl" materl.l '
+ J.ff
:
wo2L/022
t5 - 30t0-q0
5-50
The dlstrlbutlon of the naterlal on thc flll shcll be such as to
avold the,format.lon of len:e3, or l€ycrs of metcrlal dlfferlng substantlally
In-"l"i."i"ristlcs frorn the surrounding materl.t. The materlals shall
U" J.if".r.d to the backflll surfacc ai a unlform rate, end In 3uch quantlty
ai to per"t t a satl sf.ctorY constructlon procodure. Unnecessary conccntratlon
of tra;el tcndlng 9 cause ruts and uneven cqnp.ctlon shall-bc avolded'
Beforc ptaclng the successlve layer, all ru.ts end othcr hol lours more than
6 Inehes In depth shall be regraded and compacted'
'After dumplng the flll matcrlal on thc beckflll surfrcc, the matcrlel
shalt bc spread by approved methods In approxlmately horlzontal layers.
irtui. f.v".s shali noi b" grcatcr than 6 lnches.ln thlckncss efter carrPactlofl.
l{olsture Control: Thc materlsl In each laycr, whlle belng compacted by
;oTifr!-hTfi-onGaln the arpunt of nolsture requlred for optlnurn ctrnp.ctlon
"r ncaiiy.3 13 practlcable, !3 dctcrmlned by thc soils Englnccr end the
rclsturc contcnt shall bc unl form thfoughout thc laycrs. ThG Cgntrlctor
rnay bc rcqul rcd to add the ncccaslry molsturc to thc flll matcrtal at thc
borrer rourc. lf, In the oplnlon of'thc Solls Englnecr, lt ll not Porrlble
to obt.ln unlfortn molsture cont"nt by addtng water on the flll surface.
rJli1A/VU lr:t6 !/tA .tUJ {t{ IUOI JVA. INU..| JTP FAo22/022
' -2-
ConrpacttOn: llhcn thc molstur! content and condltlon of cach tpread layer
;fiiEi'ilT'actory, lt shall be compacted by a ncthod approved by the Solls
Engtncer to at least 95 t standard Proctor denslty for naterlals suPPortlng
floor slabs only, and to lOOt for rnaterlals supportlng foundatlonr. A standerd
Proctor test Ghould be performcd on cach typical flll materlal and frcquent
dcnslty tests of thc fill nrust be tokcn. tlornrlly, 4 to 8 passes of e
sheepsfoot rollcr are suggcstcd for thc first trlal. The fcet of the roller
shall extend approxlmately I lnc'hes ln clcar proJectlon f rqn thc rollert:
cyllndrlcal surface and shall be spaccd .3 to Provlde approximately onc
tampcr foot per 100 square Inches of rollcr arca. The roller shall ble provlded
wlth eleaner bars so dcslgncd ind attached as to prevcnt the accunrulation of
rnaterlal bctwccn thc tanpcr feet. Thc roller shall be the type whlch can
have lts weight Incrcased by the addltlon to the drums of water or sand,
or. both. The welght of the roller, whcn fully loaded shall be not lcss than
4,000 pounds per llneal foot of the drum.
PRoCToR CoHpACTlot{ TEST, ASTf,l 0698-70, }rETH0D A
Essentlal ly, Proctor denslty ls deftned .s the dry deisl ty obtalned
In the laboratory by conpactlng minus f-lnch'soll at the optlrnum moisturc
for cunpaction Into a l/30 cublc foot nlotd ln 3 equal layers, uslng 25 blors
of a 5l pound, 2 lnch diarneter hanmer dropped 12 Inches.
COI,IPACTtNG, COHES IONLESS FREE DMINIIIG I{ATERIALS
Uhen compactlng cohesionlcss free dralnlng materials such as sands
and gravels, the rnaterlal shall be deposlted In laycrs and compactcd by
treads of a eravrler type tractor, surface or internal vlbrators, smooth or
pncumatic rollers, hend or pov{e|" tempcrs, or by any other means approvcd
by the Soll Englncer. The thlckness of the horizontal layers aftcr compactlon
shall not be more than 6 Inches lf conpactlbn ls perforned by tractor
treads, surflce vJbrators or slmllar equlp.nent; or not more tha8 the penetratlng
length of the vlbrator herd lf conpactlon ls performcd by Internal vlbrators.
Thc rnatcrlal rnay be ponded or flooded to aid ln the compactlon, lf specifically
approved by the Soi ls Englneer.
Thc relatlve denslty (dry) of thc compacted materlal shall not be
lesr than 75t ss determlned In accordence wlth ASTII D2049-69, Relative
Densltlcs of Cohes lonless Solls. The relatlve densl ty tests are conpletelydlffcrent, and arc not to be'confused wlth the Proctor tcst descrlbed abovc.
The relatlve denslty tcsts wlll bc made by thc Solls Englncer. Therelatlve densl ty of a coheslonless frce dralnlng soll, expressed as a pcrccntage,
ls dcflned as lts statc of compactncss wlth rcspect to thc most loosc.nd
nost comprct stetrs at whlch lt c,an bc placcd by leborotory procedures.
Thc rclatlve denslty lrlll bc based on thc followtng fonmrle, r"f,rcreln the
maxlmun denslty ls the hlghcst dry unlt Lclght of the soll, nlnlmum densltyls lc*rert dry unlt brelght of the soll, rnd In-plecc dcnslty ls thc dr.y unlt
welght of thc soll ln plecc:
Relatlvc Denrlty (t) - Xax. Den. r (ln-Pltce Dcn. - itn.oe,n.) x 100
LZ/ 2C/00 uu: r3 'd97046E120E Nllccoc U oor
P. Ot0nAnr)$q
I rl r. 17.r-r r i,i*
Jurisdiction
)o s }cooo
VIIT APPLICATION
l)rtrt
Application f
Job.Addresr:
vrr.ir* OO - /.Q 7
Legnl Dcscr:
Oqmcn
I{ailing Atldtrss:
Phorrc#: ol 70'
Elevator
llailing Addrtss'
?horp#2470-
ClrscofWork , Ddtnstellati* SMqjorAltention
DccrfbeWork ,{f-!e'?' 4.& .
NOTICE
I b€r{$,y ccnify thlt I ha,/c tErd sd cx'utiacd thl*
gplicuioo grd tmrs thr !rr$ !o bc ma ud €rlccl AII
prwirions of taws od odits€ Sortming Ols rypc of
nndi rvitl bc ,;omotlea wth whcthrr spacifist hlcin 0t noL
Th. lrsnrhg of I grnnit docr aot prcsmc to Sivc uthority
ro tiolarc or.r:elccl rlc P{Dvisiars of -ry dcf ltlc or lo.5l
trrr rcguhdng coostrucrloa or lbc po'frrruncc of
r;on$rnrctlco.
NIEU$STAITAIJCIN-ISES.
Perrcrgcr or frcitbt.frtltoar ctcshton novlnl rn3t:
Up h !d imlodiog SJ4000.00 of vuludon - t350.00
Orcr S50.fi10,00 ofrrlu:ttion - S350.00 plur 56.00 for
crch S l.0fillXt or fnrtion thsrtuI u'/€r S50.000.lltl
Dumbwlltcf or priv F retidrlq! c'lsuttnt:
up ro and includiqr 9Q0O1.00 of tntuuion - S3i0.00
Orc $?0,000.t8 ofretuetion - SlSo.lto plus $J'00 for
drch Sl.tloo.m ot fnclloo rltcrcofovcr $f0.000. 1
MA,'OR ALTERATION-EEEST
Fccr ftr mQio( $l(€tdiont shrll be as .ltt fonh io Trblc 3-'{ of
thc Lhifrrm Arlninisrsir€ C'odc or 1'&lc No. l'A ofthc
Liaifcu &rildiogda .'\
4nQCNVALUATION . I/D?
@
Totrl Frr Ihtc Prld
0r{.)
WaSo.oo
f,lcvator phn
(;ovcrnmcnts.
contrctinl thc
r-lvccoc.
rcwicw and ticld inspccrions witl bc conducted by thc triorthrvcst colorndo council of
Ptrns wlll bc forwrrdert ro NTVCCOG for rcvicw ond rppmval Schedulc inspcctionr by
NlvQqqlc Etcvlror lo3Fctor nt (9?0) J68-{1295 x l0E. Plcrtsc utakc chccks pryrblc to
\
tu)
.., I
;. r+
75 S Frontage Rd.Vail, Colorado 91657
Parcel f 2tot 'o82's9-oot
Joi. tiame:
Separate Permits are required filr elc r: t:'. .
Asressrc Ofrice at 970-328-86,;"
'9, mechanicel, etc.l
Address: Zvt
lrant 0<J Other ( '
i Units in this bu:.d.. ,,
of
of
jXat r
'lJtttt
t3(e t
t
]zr- lr
l.-..1
************FOR OFFICE USE ONLY
L"qtr P{t*o,":h," Arr""tuc C.us
Address: P.D. a"* 2oot
'P.O. Bot, tr|?
Wor k Class: New ( )Addition( ) Remodel ( ) Repair i
Doe: ',
Tyre of 8ldg.: Single-family ( ) Two.famity ( ) Multi-.ramily 0o
No rf Existing Dweiling Units in this buitding: .l (t 1 ff rl 1'
Gas it{,@4j
Gas CIIEL Wood
COMPLETE VALUATIONS FOR BUITDING PERI,.,,bor&Materials)
ELECTRICAL: $
MECHANICAL: $IAL: S
CONTRACTOR JNF,{n!:i, l
Town of Vail Rcg. Iru... ,,d Phone #'s:(tlo> .
/oB -Krt.,rrt Orr-t,4j,*P (9P\,,..
'f/"o
J(JU r\9!rr !J.:,2.t
Firins: I'r Ft,-
our-5r.,Phone: ,/7t" - t
ito) 1'11
O7a> g'l I
(2u1g,"r- t fiy,
rhis location:
Publlc Way
MAY 0 5 20''
TOV-COM.D'.
, r * **** * ***rtrt*rt *****
{lqt
NTN$YilIL
75 S. Frontage Rd.
Vall, Golorado 81657
tl
APPUCATIOITI UNLI NOT BE ACCEPTED IF II{COMPLETE OR UNSIGT{ED
\rnfib *o Start ft>t'rt ttr+h-DFA6 -t{ssal1 Prclect #j
FeFes RJtl. Broq*eFTrr
Separete Permits are required for electrical, plumbing, mechanical, etc.!
Prciect#: Ptr.Jclr - el2b
TIONoNfRI]\tI
General Contractor:
SJ-l-Ar^/ Cnt't Sf, r uLL-
rown or/il Res. No.:Contact and Phone #'s:
Wilr€.eal BJRFr 477 o'/ll
contractorsBnature: l/( / n/X:,fu
BUrf.DrNG: $ a,5OO, OOO -
REtrUNIt CLEAIL P ITEPOSTT TOr 5l+-*v1 e O N 5 T L t-4
7a;gpgt-t,""!;r*
robNarne: VA,r ltlottNlwtil Lo>oa JobMdress: 3F) F,flre-fioovlD R, v4/L
LesalDescriptton tr-r*t-lO I ero.r' 5 | nitins' I Subdlvisionr{tr lL vtlh6e: lst-
Owners NameVA4, P.s PA I AddressrT9 {BRID E{Sf VM L gtA-Z Phon.'grn 47b | ?97
ArchitecvDesbno'i)^.,, { Daef,r,pkAdtr8 g ox 27 t l,6u^4ApDS 4dL onoP oqab&bD
Engh.*r: 1161R-ouJ e ilanal I 14wi}otrohrv'l.r'p xa3t.yt k'lvJ Plnnvro q4q 776A
D€failed descripUon of work:---Rer,1;n eL-'flG ailt gn F tc V* t t- A-rHE#l (t cLU B tS PA guDa,
WorkClass: New() Addition( ) nemoaetll Repair( ) Demo( ) osrer( )
Wo*Type: Interlor( ) Exterior( ) Bdhb0 Does an EHU exlst at this locatlon: Yes ( ) No ( )
Typeof Bldg.: sinsle-famtv( ) Two-family( ) Mul$-famlti( ) commerdatl)Q nstarr.ntff ourerl I
No. of Exisfing Druelling Unfts In thb bul6ing:No. of Accmtmodation Unlls In thb bullding:
No/Tyoeof FireDlacesProooeed:GasADoliances( ) GasLoss( ) WooO/pettet( ) Wffi
Does a Flre Alarm Exist: Yo X) No (Does a Fire Sprinlder Systern E ml"[EFlf;iFl\lEl D
*******t****t**t** it r.tit * ** * ** ** * ****FOR OFFICE USE Ot{LYr**** rt** **tt***.*.F n
ffi
F:/4,lryonqforns/bldgp6m Kpornrn
P.2llov Og O 1 O8: O3a
INI}I'PENDEI\TT TTDSTING &
INSPEC'TION SDNYICES INC.
l200avAsEEl{ cT.
GOilIFEECOLORAOO m€it
30367+7560
FAX il867+7t60
Plgo-!-of
-2
OBSERVANOil REPORT
Cllcnt Georee Shaeffer Construction Co. - lTlS Job l{o. J0A9!!L- I}eb: - .10-29-01
Prcroc{:Vail Momtain Lodge - Unit 313 Loc.fon: Vail, Colqqrlp
Inrpec'tor David L. Sturgeon
Thts raport pad€gB contains lnfiormdlon aon€nsng Bpodfic b6ts and inspeolioriE of structral steel
rreldrng, struciural bolfing, sfuctural sprayed fircprooling, and/or nondestructfire te6ting.
The specific criteda u$ized in ludging Ote degree of confomance foreadr area of inspedbn are
conlahed on eacfi individual inspec{ion fom.
Also included may be lTlS' 'Llst of Orrtstarding Dsqepencies (O.D. UEt). Thc O.D. List will be
coneeoiivety nurDered for each page iswed thrcughout the duratlon of the pmFcl. Each ln<lM<lual
ilem listed will also be conseortively numbemd.
lf thele are any questions rBgarding th6 oontent of tttb Gport, please bd frBe to conlact fTlS al your
comrenience.
Aru
Devid L. Sturgeon //President (,/
ICBO Certified lnspeaor f1 138247€5
AWS QC-l ffi2122691
Resident Level lll
Itov O9 O I O8: O3a
GEORGE SHAEFFER PO Box 373
CONSTRUCTION CO. Vail, CO 81658
p.1
FAX
To:
Town of Vail Building llePlrtment
Attn. Garv Curdell
Fax phone: 479-2452
Date: Friday,November09r200l
Numberofpages includingcoversheet: 3
Frrm:
JobName:
Phone:970t845-56s6
970184s-7013
nUfta.{'RKS, ! U;*, ffi For your rcview I Reply ASAP n Pbutt comment
Hi Gary, Anached is the slrustural steel inspection r€port for pcrmit # B0l-0068'
Please call with any question. Thank You, Jay Carlson GSCC.
lf any problems wlth receiving ttris transmission please call GSGC's main office immediately.