HomeMy WebLinkAboutWEST DAY SUBDIVISION LOT 3 GORE CREEK PLACE MECHANICAL ROOM LAYOUTf4orcus
Qore- Crce-h P\acq
f4<chant c,A n^oorn U-tlo*
rnt gy: 4240 ARCHITECTURE INc;
POi r540o
3U JZ9Z65 / '+ ;
Phonc: ?48-?543
Frr: 949-43?9
May'c-uo v.lv.\Mt
., El6?0
INT'ORMATION
No.00024
rrfLE: Mechanical Room LaYout
PROJECT: Gore Creek Place
TO:Attn: Pax Chagron
42140 Architects
162l lSth Strcct
Suitc 200
Denver. CO 80202
DATE:3n2n005
JOB:
STARTED:
COMPLETED:
REQUIRED: 312912005
REQUEST:
Please provide us with a Mechanical Room layout for all Mechanical Rooms. We need to make sure the
electicil panel6 hav€ enough clearanc€ to mect cde requiremen$. We will need 36" cleer out front, floor to
ceiling and apptox.45" along thc wall.
Y€-, M\tb ?* 28 a. )FP+**
fA- Z fuYA
R.q i.
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/ By:R.A. Nelson & AsliociatcB
Colemar D. Wisc
Erp.Oril|| a
ent By: 4240 ARCHITECTUBE 3U329205/4 ;
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i
ient Byr 4240 ARCHITECTUBE INC;3032926574 ;Page 4/4May-5-05
R.A.NTLSON
FORINFORMATION
No.00028
{ .
"est
Forest Road
\arl. CO 81657
Phone: 74E-7643
Far: 970-176-7882
TITLE: Traflic rated J-Box
PROJECT: Gore Creek Place
TO:Attru Randy Hart
42l40 Architects
162l lSth Street
Suire 200
Denver. CO 80202
Phone: 303-292-3388 Fax: 303'292'3113
DATE:4/15/2005
JOB:
STARTED:
COMPLETED:
R-EQUIRED: 412212005
REQUESTI
Is it possible to install a traflic rated junction box in the ground on Sheet ES I '2 @ grid I 3 '3 & T25anarking?
-{c;i;C ;;dt"FD'-t -go/'(n- cat.,.d^'{ d' A' a''.'r)
A{T}4'{4> LLff {'*E{I{*'o
Rrrrested By'R.A. Nelson & Associates
l. ,,
't{rxrfV BATCD Pu{LLFTX $ rurc trtAC5lf,'!(t-pffi 1t:
tfr.* r/,,/";
Coleman D' Wise
Dete:
g'tg4l2A85 15i67 719536063? o
M-E ENGINEERS INC
FAX NUMBER:
FROM: MichaelWatlace
PROJECT NO: W04007'00
CC:
tvl-E ENGINEERS' INC'
1".'- :;'fi ;i nuo euecrnt cll
Ubil'diifrrNe ENcTNEERSw
FAXTRANSITITTAL
DATE:5/4/05
TO: Mike DaY
PROJECT: Gore Creek
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FROVIDE IOAV CAT.INECTIOI{ FOR I-.IEAT TRACE.
COORDINAfE LOCATION PIFIN6.
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't4l RA'N,ewoN
nuau Es.r luR INFORMATIoN
No. flljl7
!2a W.fl FaEd Rodvit co u6t?
7a'.1f,,tyMTC:ntn
TITLT: TrrrrcltiloloDrrhr
Pf,OIECT:GortCrccf Pbco
TO: AlDt: P|Icl||gniql
42/'00 Atthitccts
162l ll|b Strcct
Si*rcd:
DATE: tltlr200l
tOBt
STARII,D:
Srin.|||r- ,.*rrE-rE- !- - -r- .*f-O- !$%i -ocntic6S[zbt---- _- nrsronbuREQltftED:5trMluXt :
Pluro: 103'291€ltl Frx: 303'292'! I ll
nsQUDST;
h Rcftncncc lo P3rArc{o3.
c003 rlrorr r 12'rc. dth from h|tusl Into todlt Ml{ti (ryp) ald P:l'lA rlpsr l- .Ia dain ft'om tuilEl to
MHS. Wt|dl lr corruct?
R$r.rf*fd aw"'y' 4 '/&/'l- e/nez "
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06/L7 /2005 mB r0: tt lrr u ro zrzol Eool
r r.r/ avv{ lvD l{.o9
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p.eRLPG ENGII{EERIHG s?(J833so
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RESFONSE TO RFTNO. g!Z_Darc:05-l?-05
Tr *rt"'"'n fr -
lt'r a 12' area dratn that coonccts to ur 8" PVC pipc. Plcasc rco Nfischd skctch6.
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06/17/2006 TttE 10:36 [u/RX No z6tsl 8002
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FORTNFORMATION
No.00042
I GrgG 4,
l'^R.A.NELSON
line buiIders
I WEst Fotcar Road
vail, CO 81657
74t-76J3
978476-7tt2
I'ITLE: Fire Alarm Pull Box Heights
PRO.IECT: Gore Creek Placc
TO: Attn: Randy Hart
42140 Architects
l62l lSth Strcet
Suitc 200
Dcnvcr,9o E0202
Phonc: 303-292-338E Fax: 303-292-31 l3
R.EQUEST:
Hi Pav',
Can wi place thc firc alarm pull boxes at 45" centcr of box offof finish floor per thc atcached resPons€ from RJI
NFPA 72, section 5. | 2.4, indicates manually actuated alarm inidating dcviccs to have the opcrable part mounted
not less than 42 inchcs and not more than 54 inches above floor level.
So rhe owncr/architect and fire alarm contractor have somc flexibility in mounting height.
' ''
. ; this answers your question and any RFI.
DATE:5/2012005
JOB:
STARTED:
COMPLETED:
, RESFONSE REQ$IIEIDI 5D712o85 "
I'vc copicd the architcct so all are informed. ,/--\ a-A..--\r/--=-fa--)f__.r
=g: G*^.*L.D t,.no,* \
BrianThornpson,p.E. L teal^. Ge-lA* -TabvfsoFt/D4trar)
RoffJenscn & Associatcs / t-lAY ZO. 2,,€l-,
5460 South Quebec Strccr ( ' 7' -)\Suite 370
Grcenwood Village, CO 801I I
+l 303.573.7848, Ext. 309
Fan +l 303.573.7843
http ://www.rj agroup.corn
/uh-
Reqlertcd By:R.A, Nclson & AssocisEs
Siprcd:
, ( Colcman D. Wisc
Drtc:
P{.lofl
)crr! oy, rt4.tv atnvlll rEvl\Jntr lllv,
,' ParChagnon
From: bthompson@riagrqrp.com
Sent Friday, Mry 20. 2005 11:57 AM
To: Scotl Zabriskie
Cc: Pax Chagnon; Randy Had
9ubJect Re: FW: Gore Creek RFI/|4.?
The operable pad of tho pull statbn m.rst be within tho dislances irlentified. I wottld think thet tho conler d box
being at 45 incheo placss the operabl€ portion within the distances identified, horvever, I am nol the one choosing
the equipmenl to be mounted.
Typically, the fire alarm contraclor solects oquipment lo comply with the design drawings and specifications, I
review lhe shop submiltral oeated by th€ contractor (which identifies the sel€ct€d equipmenl), and it g€ts
approved.
I am ok with lhe cenler of box rnounting height at 45 inches as long as it places lhe op€rable pottion of the
manuel pull within 42 irrhes to 8l inches above llnished lloor. Withorrt knoring lhe exact manuf,acturer and
model nurnber I can not delermino tvhere the operable portion of the manual pull will b€ with a center of box at 45
irrches. l-lorever, mo3l manual pull boxes I knory of will comply with this with a 45 inches center of box mounting
heighi.
Regnrds,
Brian Thompson, P.E.
Rolf J€ns€n & Associateg
5460 South Quebec Street
Suite 370
Greenwood Vitage, CO 8011 1
+1 303.573.7848, Ext. 309
Fax +1 3)3.573.7843
httr/Wtrw dagroup.com
(Thb etectronic m€ssage Iransmission conteins informatlon from the offices of lhe RJA Grorp, lrr. whlch may be
conlidenllal or priviloged. lf yan aro not lhe intended recipienl ol this message, be aware that any disclosure,
copylng, dlstrlhrfing or use of th€ conlonts of this hrfurmatlon is prohibited. lf you have recelved this electronic
transmissim in enor, pl€ase notify the s€nder al the phone number listed above immediatety. Ahhotgh lhis e-mail
(includlng ettachrnenb) is believed to be free ol any virus or other def€ct lhat might negatively affect any
computer system inlo which it is received and opened, it is the responsibility of th€ recipient to ensure thal it is
virus free, and no responsibility is accepted by the sender for any loss or damage ari8ing in any way in lhe event
that such a virus or defect exisls. Thank you.)
'lkolt ?*d*b' <tt$dd'bo'2{0"ci'coltP ro ndan ttronpso.r (E-marr dhonp$oorl.grorrp.com>
?ar Chaltpn' <pctrag.ro.roa2i{r.rch.cotp, nrndy Hatf
05/20/2005 1l:O5 AM cc <rirnl6a240udr.co.r>
Sullacl Fw: Go.. Ctl€ft RFI lrl2
,(
ouo.vzsor+ i Mdy-z+-uc lu:zJAM; Fagg J
O Page I of2
5/20t2005
Brian,
Let us know if you take any exception to approving this as subrnitted by F|ANA?
Scott
---ollglnal Messags--
Fpm: Colernan W|se [mailto:cvrise@ranelson.com]
licnt: Frlday, May 2O 2005 10:45 AM
To: Dennis Ward; M[<e Cuthbertson; Mlke Graham; Pax Chagrrcn; Randy Harq Scott Zabrbkie;
SouHlng@valhesorG.corn$rUoct Gore Creek RR #42
Hi Pax,
.,...-. ., ,.,.Wew*runaucblocalrlheFlnAsrntullBorhcighbothrTunndFi'rAbrmpLn thbmaning. lgda
hold ol Mike Day this moming and he got me the attached answer from RJA. Apo|ogies tor skippir€ prop€r
pfotocol in regards to RFI's. we are currenlly formlng stalr walls and I needed a qr,rick ansrror.
taey - I IU:Z'AI;
a-\&tnxr'
-.
mr#,ie%ffifi"ftzriroi nn'*r). ?/ro, ,bil '92 piprv"fur/ "/h /2,
4/'rt o" aE (#tu) kD,// il t*; *A / 7"/,/ *
rQ popn a"t"E l h,b ) P4 t;"4,,,&/"Lrff t z th'/( /*p': #"/.d:4 t tr' 4:l; -f' r r ,a/rwr4:h/ttaarylr1af nrf -t. / ./)', ,
Thanks,
Coleman Wlse
R.A. Nelson & Associal€s
Cdl: 970-471-2891
Ofrlce: 970-748-7843
Fax:97047&78f,2
crvis@ranelson.corn
o
vv\ravavrr,'t t Hage 4/u
Page 2 of2
,(t.
5/2U2005
r.lav cL, \ro
S.nt By: 4240 ARCHITECTURE It{c;3032920674 ;
REQUETIT FOR TNT1ORMATION
No 00O43
rhy. 20'05 l02PI;Pege 212
FA R.A.NEISON'' 'i\f ino butl:lcrt
12{ Wjsl Pqrlr| Rord
vril, CO lt6j7
?t&7er3
9tr,..,t7&7r2
TlTl.E: Wrrcr Lilr Trp nd Boilcr Rour
PROIECT:GocCrc* Plrcc
TOI Attr: Rnrdy Hen
42140 ArchitEctr
162l ltri$rcGr
Sults 200
Ihnvcr,CO 80202
'"- -'*' i{ thorc: ,03-29.3ltt" Frr 30J-292-3l ll '
REQUEST:
On Mmd.y cvenhg wc will be teppiq into dtc Forcsr Rod rdcrfinc end hinjiq it iilo thc ltnncl Boilcr
Rom. Currudy, wc do nol hav: a &fnirc leyout for thc boilcr roun ro, wc cotrtsd Mikc Dry rnd hc
rccommardcd plecing thc wrtcdinc in thc centcr of tbc Sourh rdl 6'char ofrhc wdl.
Qtrcstions:L Should wc plecc thc n'lcrlir t'ofiof ttc South wrtl to Ecqnmodrrc dr2'rcoustical wall covain3?
2. lf wc do plrcc tlrc wrulinc t" ofrof iho Sqrth ndl. cn wc move thc wltcdlac tap Soudr rpproxiarrtcly l0'
in ordcr ro hlvc r srlith{ rtot r. 6c boilcr roda tocraion?
3. ls thc Sou6 wrll tho bctt phcc o phcc thc wdcr linc givcn the Elccalcrl ri Gae lincs in ilc rrca?
R.qr||d ly:R.^. Nclco & Arsei*r Ih3:
Slrrd:
Cr/srm D. Wirc
DATE:JD0Z(X)S
JOB:
STAITDDT
COMFLETED:
IISFONO! IDQUITEDT 5t 7t20''/t"," ' "
(',
..-g Le
Date: 05-20-05
RESPONSE TO RFI NO.g13-
l0'sou0r.
ldon'tthinklcanrespondtoquestions I &3. Question I appears-tobe.architectural or
mechonical. Qucstion I appecrs to be mechanicol or conttactbt related (for constructability)'
s'^"a,&jE4
Jennifer Brbcock, PE
t\
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F n I R.A.NELSoN| --i-{
I P1 West Fo.est Rcad
'' vat. CO E1657
Teiephon€ 7J8-7Ug
Fecm e: 9764767882
REOUEST FOR INFORMATION
No.00063
TITLE: Rain Learler Drlin Connection
PROJECT: Core Crcek Place
TO: -12/.10 Architects
162l lSth Street
Suite lil)
Denlr'r. CO 80102
ATTN: Randy Hart
DATE: 6/.10/:005
JOB: -il-0.1-00
PHONE: -101-192--1388
FAX: 301-192-31l3
TOTAL PAGES SENT:
REQUTRED RESPONSE: 7tit2U)5
COST llvlPACT: SCHEDULE INIPACT:
REQUEST:
At gridline l7 plan shows a 6" rrin leader going into the trench drain in the center of the parking structure. ls this wherr
it is to dump or should it tie into the North wall 6" collection drain system simular to the 6" leader at grid line 12.
L IESTED BY: R.A. Nelson & Associates
SIGNED:DATE: 7/ll/2OO5
Coleman D. Wise
ANSWER:
The 6" drain leader should tie into the North wall 6" coilection drain systems similar to the 6" leader at grid line 12.
In addition. RE P3.2B,Al0l,CO22. At the North stair of the Tunnel civil and Arch. Show the correct number of deck
drain penetrations, (3). P3.2B shows (4). this is incorrect. The drain penetration located along the North Wall of the
tunnel at grid line 1.9 is to be eliminated. In addition, the location where the 6" drain line (which runs along the North
wall) penetrates the tunnel slab on grade is to move to the West of the door which leads from the tunnel out to the Nortb
stair(at gris l7). RE. P3.28 and PSK 001.
RESPONDED BY: -t2l40 Architects
{\ DBY:
Randv Hart
DATE: 7/lll2005
JUI Ub U5 UI:ZtsiP HLP I NE
o
b.N(' I NEEX t NU 5'/ (,33909e5
a
P.2
A},PINT
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El.lchEEfiltG |rc.
Thc civil roof drain plaa cnds al the tunnel dcck pcndrNtioq I bclicrrc tb6 rcuting iocidc thc
tururcl is chown on thc plumbing plan- sb€ot P3.28. I am rct cxac0y clcar on whcre the
Mechlnical ir running the Buildiry 4 roof drain cither, ro pleasc h.vc ME clrrify. lt rnay bc
berrficiat for thc contnc'tor to inctude tbc Shcct numbcr(s) of whcre the RFI ir bcing gcneratcd,
so it's easi€r to underutrrd and rcspond to tbc roguert.
st*a,Sf*{E,/--(
Jcnni&r Babcu,lq PD
RESPONSE TO RFT NO. 063 Datc:07-06-05
CREEK RESII}ENCES
1'
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GORE CREEK RESIDENCLS
LIONSI ILAT}, Utr.fl' DAY L()T\ '1ll"lI {r
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PAGE 62/A2
Page 212
REAUEST FOR It{FORIIATION
1.1o.00064
TIf LF,: Frlr t.i8hrr porvc.
?ROJECT! (iots Crs* Plrcs
1o: ' ,t ao r1.tn."r.,
l52t llrb S&!cr
Suir.200
Drnvcr. (I) t0202
Brcndt (lr icnez
IIATE: 7;5i2UJs
JOE: Jt.0+00
PffONE: J0l-29:..l3rt
I'AI,:303.29?-1 1 t3
TOTAL ?AGE6 6EXT:
ATTII:REQi IRDD RES?OI{SEr Ttt2tZWs
coST IMPACI: SCHED(rLE TMpACT;
REQUEST:
Thc invcrtcr prqvidcs 208v powcr lo .u s] lrgh[s. Th. .t(it lighrr rrc rtro shown o th. rr'||€ circuir r3 fto st liEln!but arc 120/277durl volr-8c dcvic;r. I.3 rh. i-nrcntion rhu rtrliir ligh;b#;;-6;;singto t4 of nc 20!v circr,rir?
RI;QOESTED El,: R.A. Ncleon & A$ociatar
SIGNEI'j
Milc Cutlrbcnnn
DATB;
AI|SWERr
Yes,
Qg^"e
?e-os,re A N elr'tp4c
lAafi,rn (-t&<,tsrts.
(o*ortta- UAtr -fi+e ?p?, V
14,""r* W*'*'r
7lof"s
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{'i
DATE:
Brcndr Gudcntz
o7/o7/20ot TIJU t2t56 fuuRr No szzsl Aoo!
,rdlA I R.A.NErsoN'' | , / "
i 824 West Fo.est RoN
va co 81657
fetegho,ta 7,!A-764:t
FaamE: 90-476-IA02
REOUEST FOR TNFORMATION
No.00067
TITLE: Tunnel lid loading capacity
PROJECT: Gore Creek place
TO: .12/.10 Ar,.-hitecrs
l6l I lSrh Srreer
Suite 200
Denver. CO B0l0l
ATTN: Brenda Gutierrez
DATE: 7/6/?Ws
JOB: ,11-04-00
PHO|\E: l0-l-192--1-t88
FAX: 103-l9l--t I l-l
TOT.TL PAGES SENT:
REQUIREDRESpONSE: 7tr],t2a)S
COST INIPACT:_ SCHEDULE [vtpACT:
REQUEST:
what is the weight that can be. supported by the tunnel lid? what size equipment (bobcats. loaders, forklifts, etc) can bcdriven on top of the completed Precast lid lo facilitate the north watt tacitiiP Also, afler the topping slab is installed,does the criteria change? what size equipment can safery be driven on tof oi tr,. topping slab,l
REQUESTED BY: R.A. Nelson & Associares
SIGNED:
Mike Cuthbenson
DATE: 7ll3t2005
ANSWER.:
lqgl ry over a year ago and we looked at various equipment incruding rhe tblrowing:l. CAT TH460B Telehandter - OK
2. 2628 Skid Steer loader - OK
3. 287 B Multi Terrain Loader -OK
4. 928 C Wheel Loader - This is rhe only one that wsa too heavy.
The precaster should verify the adequacy ofthe tid for (2) l4wheel loads spaced g,apart (service Ioad): They have donthis once so it should be no probrem. \''!r v rLE ruou,,: I rtc
RESPONDED 8y: 42/40 Archirects
S r. JBY:
Brenda Cutierrez
DATE: 7t13t2005
,nt sv : 4240 Archtt €"*ut. tn";J
", "].."ttJ::t::lt;Jul 25 OS Og:+gr
iont gy: 4240 Aichitectunf Inc'; 3032S2t'574;
"i;?l;f,l;T*'
JuI - l5'05 1l:44All;
Y age :zt5
p.3
Page 212
FAI R.A.NEIsohlt.'lrr r r, )',.. ',.,.
ar. r5aFd rb.aY:aD.ttl(-ta ?tOrYtFfr N}.J|}"A
REAUEST FOR II{FORXANOT
No.00076
TITT.E:
PII(UECT:
TO:
ITI'N:
Srad tlil Intac.9trr
f'orc ('rd Pfcc
l2/.t0 Arcihcc|t
t62t llrh slrq
Srrirr: ?Ol)
tlmcv. C0 D20?
landy llm
rra f&
JIOB:
PEONE:
FAI:
Tnltt$s
1l {r-00
30!.2ta.l.ur
l0t-292-' I I i
TOTAI
'ACTS
SEN T:
REQUIXIDrxsnoNSl: 7nri2|.IJJ
(OST t[tPAL-T:SCHEDULU IMPACI'r
REQUES'f:
Fcr P3.28 lhc Sr||d Oit Inlcrccptfi hvcn a Ctid Llfi l0 ir to lo,v to hit th Sl mraholc bcn'con t|uiHi'lts 2 & l
bcceurc of thc bn6, run ftom I rer*h dnin | @ Crid linc 17.
! pmporc t r rFrG llE srnd oil lnLfEpttr b Gtid t jrc ll inlirr wilh lhc 3' drein pipc ord drain into tlr stcm
*rr rnrrtrolc .91 tm Cd)ilA. 13 rlris -tcphbL?
R[.(XJ88TED DY:B.A. Nd$l At$d{d
SIGNED:
Ct brrD. wis
DATE:
ANSTTYER:
?2. -tAz lsrvo,erltD t ri2{)^',l. Al-t 4r{r:
ffif- A[fac+\tA -=.s-rrT4+'1. f2<>'\- f4't"'46'
i/vra: /jtus-
rt gY: 4240 Afchitocture
JuI 25 O5 O8:4?r
{
t
""" t ", "
f
" "t::::':: l-j
JUI - 27- 05 7:49AH;
s?ososso
Pag€ 3/t
p.2
RISSPONSE TO RFI NO' QZO
oU C*y would provi& rh pipingdi4nm'
Thccandoiloutletcrnbcpipedro$ormrns|rholoS'MH15'thereshouldnothGsni6slrwith
doprlr sc invort out of thc ;Gt;- ; ii 9'z'{5 ud tho;J oil invort ehould bo eppoximuely
8t99. Thccon*ri* oill*Joiirlri,ifrr"" i--t-s."robooui Itdkd withMilc Dav'hc
::^3F'"s:T:i**"
Datc: 07-21-05
accaourtbf)
nt Byl 4240 Arcnltecture rnc.;
s7/zil2AgS 11:49 9709491959
ont By: {2i0o Archltecturc lnc';
R.A.NEI.SON
I.r" ,.t.' J.It
rrUI-2, -UO /;994[i
E EI-GI|.EERS o
Jul-15-05 l1:42All;
SUJZCZOs /4 ;
lil
30329206741
r dgn .i, i,
PAGL U'2
Pege 212
6l
tta |llF.ri &,tt, CO tLttl|',Er't7..r.,'F-,|'n' at t+ra
REQUEST FOR I}IFORTANO}I
tb. 000?6
TITLET
PROJEI(T:
T(}
ATTN:
Sld Oil Intrrooglrr
Crora ('.rt* Phr.
4U4ll A|tilcar
162l l&n Stsli
Sullc 2O0
Dccvq, C0 80iXl2
Rltldy H.rt
DArS: 7/|3rm:t
JOD 314+00
?ll(XIF,: 301.292-ltut
FAX:303-292-tl l3
TOTAL PAGf,S SENT:
COST IMPACI:ICHEDUI.U IMPACT3
RE([JDST:
pcr lTt2B thc Srnd Oll Inrcrccptor invfi rt Grftt Lirr l0 is tm bt ro hlt the 33 rnurholc l*nrreqr bulldingl 2 & f
bcceusc of th: long nm. fronr Trenclr dnin | @Grld lie lZ
., Frop6c to molc tnc S.nd Oll |rfoapaor to Crid Llre t4 lnlinc with tho 3' &ain pipc eld &rin inf tho Jorm
rq rnohofc g4 m CodlA. ts fia! Ecptibhl
ttQUEtTED uYt
S'GNETT:
Rr. Nclsr & At|t,ohtrr
DA'fE:
Cobt||n D' sl|'
AMIOYER:
fr t5 Ad4-r*"ra<Rl4 VFr4p to Aililc-f'{ED =#'Ereft'
IIEPiOI{DDI' IY:
.:NE,D BY:
a2llo A(6i!ctt
OATX;
Jt.flt' llrt
.ttlo t tl. !7 rTrlPr No s!s? I @oo2
3032e26574; . r*r*ri!t-"4 7:soAM;Pago 5/5
PAGE U3
ent B.v:. 4240 Architocturo Inc., a
a7l2612gg5 11:49 978949t959 v
I
z'9EFARATOR - ?
vE\T uP 1O ?t26G 4vEN2F-ftn
RE, CIVIL
FCR CONT.
)OO GALLOTI 9AND/OIL
a'ue TO
4pE4 ppAlN
I
\
\,,
RE' CIVIL
z
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GORE CREEK RESIDENCES
IJONSHETID. VES'f DAY LOrv.|l.Gdd.tlt
v.,lll llitgut! D3ly[.('tt.INrcrnc NY
n.**E PSK-0(}2
ffimre rt.r P6rlEE [!tr gl lautt .' tr*at ltzttnrnaf: F
tllr oy. 'l4rlu ttl vrrr\ew!sl
REQUEST FOR INFORMATION
No 00079A.NELSON
,rr btttldcrt
Roud
R.
I l,
!'olcst
il657
It'
Wcall.co
b
I
t24vri
7av76t3
9n -4767tt2
TITLE: North stairwaY horn strob€
PRGIECT: Got€ Creck Plsce
TO:
Mikc Cuthbctlson
Ann: Brcnda Cuticrrez
42/40 Architects
162l ltth Strect
Suitc 200
f)enver. CO 80202
Phonc: 303-292'338t Fax: 303'292-31 l3
STARTED:
COMPLETf,D:
RESPONSE, REQUIRED: 7 n5nW5
DATE:7118t2005
JOB: 3l-0'l-00
RSQUEST:
ls it rcceptable to mount the horn-strobe at thc north slairs 2' above gnillc. as shown on thc north clevatioin
drawing. Wc belicvc tfr* tfre-icighi nceds to be a rninimum of 7'abovc tt1g ground to meet codc'
F€Ast- P€- rAt- 'l$TAt-iltD F€sfr*J(4' ttao''1
6. r trorteso xl ,/*se. A$\O TAa Arr:aaA tD A,Str-'o-?l
A.to /,rsv-'O.ee.
(r rrlcd B!:R.A. Nchon & Associstcs Drl,c:
!ll! 9t. 't<'iv ftr l,rlr\evrql
JLL-5.2ffi L4ZL?
P.VJIWJ*-t .lr', FND 6srr'
iOIJJ
o
ENstil e ASSloclArEA, lt.c.
NHTH f fie FROtECllOft €xclf€ERf{l cof'St.flAr{ts
July 25, 2005
Bpnda Gutlenez
42140 Archibdurc, Inc.
1621 Elgtrlsonth Street
Suitc 200
Denver. Colorado 8O2O2
Re: Gore Cred< Resldences RFI 079
Dcar Brenda:
RJAharrcv|clygdthcextcdorhomand:tro.FcforheFircDepartnentconnection
(FDc) atrho nor0r *ir=il[i'!i*l.l;y* Frr. "no
Emergencv servlces (VFES) FirE
Mershal. The guarC t"if[ o'n i6p o1t" ctonc uvall (north of thc ctalr) chould bc
extsnded to be ebove ft-.tt*ri hom and strobc locatlon' TtSc sbcl should be used
wihin thie guald rail, "ilor"
tt" thorvn hom and strobc location, to itouse the new
location of the horn and atsobc'
Thc horn and sifobc should bc rnounH et about the height of thE top of the guard rail
abovc the FDC. Condui'$;id 6,;|["tdcd bl thc Fhc Abrm conkactor to use for
wirinE of the devlce. Clii iftin-*fi be hidd; within the stone wall or routed insre lhe
lrJl"*tlr u.hlnd orc notti face of the stone wall'
Pleaec n@ rnc ilthere are further queelficnc'
SincerelY,&a7+
Brirn ThomPcon, P.E,
O zxtS Rot.Flsl a esrodla' lnAl Egit R.rrsrd
Bt icufi o(trc 6ri!!L GluErtrooo vr't^or' co rlll'l'lr!6^. 'r !6ft+t!l' FAt rr & 5':lit'l
r,rtstet,.It
r f!|!|rtt c rl.'JACE 'F'
TOTfl- P.€B
07/28/2006 IoN lt:02 ITIIRI No 53311 &oos
,nt Ey: +eqv Al ullr|'Evlur It rrrv!,
o
FOC HORN ANO STROBE
MOUNIED TO 6'x6'x3/16'15
(RE:MECH)
STONE !€NEER WALL
CONDUIT TO
tNSt0E TS. AND
BE CONCEALED
BEHINO STONE
VENEER
H*. 'ot oF RA,L,NG ARouND N.RTH
'TAIR
ls ro
EF 3, -7- ABOVE CAP STONE OF T'/ALI, IHIS WILL
EE dunnrrreo tN FoRTHcoMEING Asl-019' --il tibie-ioi or rs wrTH srEEL PtArE' GRrND
ilr EbEE-s ril'o wElos suoorH. PArNr srM' To
iirirrnc: rxcHoR To coNc. wALL BELow'
(; OR[.: CRE,L,K RI.iSIDE,NCE,S- -- i.ttlxsuP,ru, wF^sr D.{Y lr)T
I '\o-ajt xr |t'$rl
1'.U1. il'g r|ni l)l:11lLt )plll':\T (:l r$PrNY
6r rc '0 ASK-021
i€FERE|TCE: Z/ A2Or (Pn-o79)
ESU€:05.16.O10Af8 07.24'05 -SCIE: l/2" t'-0-
onfix Et: P|I
eri! rrt e .rrv. t
: \r'- ..t . .;' \ !- \' '. - i. ,.1:r_ i - j.
lrur_Gr'wv , ..t<l ltn t
{.-O. trI)E REilOVABLE
PANEL FOR (PT-O2)
AREA IIY€LL ACCESS
FIR€ D€PT. CON}.IECNON
(FOC) ITH HORN AND
SIOEE O}I SITE IYALL
(RE: FIRE PROIECnOf'|)
gw|J3gc'r,v. r,rdus iJ/ o
-..i.
RAILING MO\ED FROM
WEST SIOE OF AREA
IYELL IO E^ST SIDE.
RAILING ADO€D IO
NORIH SIOE OF AREA
ItELt
6-x6'r3/16' TS
E" ROUND, CONC. FILLED. XX
STROiIG STEEL PIPE (PI-O2)I
4'-O'A80vE GRAO€ & {'-0'
EMBEODEO INTO THE GROUNO WII|{
coMuoN coNc. FOuNoAnoil B€Low
NOIE:r:top oF RAtLtNc ARoUND NoRTH STAIR ls ro
BE J'-7. AEOVE CAP STONE OF WALL' THIS WILL
BE CI.ARIFIED IN FORTHCOMEING A5t_0I9. --t. cLosE ToP oF ls wtTH sTEEL Pl TE, GRINo
II.I- EOCES AND IVETDS SMOOTH' PAINT SIM. TO
RAILING. AI.ICHOR TO CONC. WALL BELOW.
GORE CREEK RESIDF,NCES
LI( )NSHFiD, \XJ hs'l' DAY l.()l'
v.\ft. nt':ri( nTS lvtf lI)F.rfli!'t r;a)Ip,t\t'
on^| c 'o ASK-022
i€ftR€r.CE: J/r6Ol (ff1-o79)
tssuEi 0t. t6.05
ll^tE:07.26,05
SC/11a, t,/.'. r'-O'
oR^til 8l: PAx
t61r rtlt stEr, !r t lo
omfi. co 02@rtr (!t) re-JJalr|r |!!) ln-J t
sSl27l2B65 L4tA4 49491959
o
97
R.ANETSON
f-tr.. 5ni1.d...ts
a.ll'adtu
ra* C! Itdt
frir,r!|( t,HlagFrm: ttGanitE
M E EcrfEEL PA6€ a!
REqUEST FOR INFORIATIOII
No.00t0E
TrILIr Boila Cqnhrrlm Air &, pluc
?R(}lECl: Oolc Crcel plecs
DATE
JOI:
U'Jno{rs
3t-0t00
TO:{240 Arllircctr
5591 Colrot! Ridgr
. P,O.Bcr fl33
r\;st\ CC Ei520
Jbl \ilihyAlTflr
PIIoI{f,: 72GJ0s-7s03
trAx! 9?ox4t.g[tl
TOTAL PAGI,S SEt{lf!
nf,QUUtDRl,SoilSl3 EtEItZfis
COSTIbIPACT:SCEEDUIJ tMPACt__
REQIJDST:
hraftretcctoMl-lB&A2l3,ttsbotkc@otgsotutciritdilae6GErrtElct'dqr8A2l3. ,rtesfutnhlc
ldd b f,gt b|s to bc wiftin 24n of cecb orbcr bcizontelly
"o.ooiry r nr- rpceifcatioor, ir elso c',-,oltEmrbeE lite thr denil on thc Eart e,tcvatiqr above 6c;kcut"#;k". ----
otlshstMl-lBfuphli allfc3f Ft n, b ooufictntr ryecificr 4r orce. Plcrre scr eltrclrcd docrrbcrtt{iotArmrou&ctr.cq,
Plc.rc adviac.
IIQUEBTTDDYt
EtGhlEIlr
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Drrn,
ColaaqD-Whr
Al{$5t'ER:
4 WC fur{It- fiar- W eilAqffiht LtNLb tra T()
w tNsrftue> b 40hN oN 7ffi,A1r/44FD 5dEa3
WL ?LStC41,l-
TISPIOIfDEII IY:
SIGTTED.EY:
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PAGE A5
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onn ra
NFI MIMBER:
suerBLT: lF Stdm Line North of Tunnol
424c'
Gorc Crcck Residonccs -
Tlrnnel
Pf,OtEctNo.; 20900.00
FIL& RI'I Ing
coilfe^clo* R^A- Nelson & Associares
NTT M,qNSNtrTTAt
00r34
nQUIRED RETUTN DATE 09,0g.Os
RFI RorlhS
frercC.hlti&,t9l ftys ni&r. Avo., C! n620 | T. ?D3(tr.?HB I F. 9?0.H5.$5t (P.o. Bd !il[t)
SubndtEd by: Cokqn Wise Dr@: 0?'0205
.,{;{"?!- '}ri r n6drdtL!4Jabt_:__. ., d'.ri'.1t' f ?- .. i . ,- 1116"' s.|E.6'
ftor {ll0 to Courltrt l:
Snrtby: JELq4ry DNtr: 9.02.05
Rrcchort by: .Icn labcocl(/ Alplnc Engimcring - 926.3390
-
Datc: 9.02'05
"o',*oo-rETi-tuowrnrpuuoTTlffiTii6r,orlceortrEG
misnHistrco-nloru*ionlrr-FTiiilismeul
Ibon il2{ll to Canultut 2:
Sqrtb1c
Rocoivcd by;
Cqnmont*:
ton C.r$db- f b 4?r& !l9l Corrutc Ridg!, Avoa CO Er620 lT. 7203(11.7t01t F. 9?0.iit3.t95l (P-O. Box 33tB)
Scot by:lcn Bsbcoct Ddc;
Rccoivod [:Jin Wiley
Cmmenls:
Drtc:
Dslc:
fron Goudtrut 2 tl 'l2tl(h 162l rl"'$. Src.2oq DG||wr, CO flru lT. 3ql2tl3:ltE lF. 3{)3.A23113
Dil;Stat by:
Rrcdvcd ty:
Comncils:
ti-ltl/|eloG.C:
Scnt by:
RA li*m I F.Yt0."?C?tlD (i.Se)
Jirn lltibv
Rcccived b5r:Colcsrsr Wisc Dato:
CC: Brsnah Guri.rca
w: 4'12,66 -
Conm;
,S o^'i|ih.tIrtr- dr''tod'r' t 161l F&brrh sdtlt Srdtc2o0Drnnrr. Cohr& 8ltl02 l l032'l llt! l l r9ll 13 w42{ffi|Cr0!
taalNFft'ldFdw6.GtT*fifrt?Gl,*'ffi tn&|7&
REqJEST FOR ITIFOANATFT
ltb.00134
TITL& l2r Saonn llm Nortb of Ttuncl
PR(NBCT: GdlGt*Phor
TO: 4Z{OArdti!*E
ATTI{:
DATE:
JOB
9ruXn'
3t"oHn
PHONE 30E-:EIr-t3|il
: lr|Wr?' ffi ffi,ffi ,*r,lbtlll,HffIFitrei;itrr.
thdt€200
D.ar,r,CrO t0A(E
RBdyHdr
TOTAL PAG,EII gDhIT:
nEQIJI|ltrOnEsFoN8E: 9EmAS
COSTIMPACTT SCHEDULE IMPACT:
RDQUEST:
rcJhn,
Mikc Grahrmcrcrtld thouglf $e ecJldRFl with JcnBaboock il AIpiDr"
corrcct Gaoyou issrE rs dt ASn
Plcas€ rGvicv rfil cotfirm that tlds h
REQOESIIED BY: R.C,- Nd$n &Assoobeo
srcl{Elt:' CdgmrD.Wise
DAI'Er
ANSWER:
1!?'getpslyr?Wp *IT?q@ ffir oo1
4a.+o Wtl,,a,, J%oe Ttng 4S /A#u leT
IDSFOI{I}EDBY:
$Gltx,ttBY:
4?./qArDhltGdl
on* 1,,w.og
Gore Greek
o
Re sidences
Engineeds Supplemental Information
Tofucncy/Flrm;VRDC M ot/:toiF ESIdon 007
Fnmlilnp&Fim:Ien Bebocl - Alphq lhginos{ng. bF.hdc.tNo:l,;25t3
Atbnt*n:Todrl GorHhg @eaTilor Llonlbc.dtudovihpntml
Gorrc Crr€k Pleoo
srblc.f U'Sh! Ilcmilbolnrrd
lrfoturlior
n!ft.!#,f{*t*:r,{:ilSttEft.i,f;rnmr{nl|*?1."r::ltln5[tdqt1{t*ss} kqi.ultr:)1i!d, :J.. )'a t'"
RAl,lA aslcd ug b rtryi.E' fto pmpos€d loootim of&e l?' pvc stqm run end 2'x2' inlets thd rutr oorth of thc
tunncl, Thcy reqrrsted thgt tbe lino bq rolooaied so they don't hrrre m Er out any of tre odsting shorfug to install
tho lin€ ond inlcb. Tbc inh box6 w€ro 6ot €d slightly and at I 1.25" bcrd wrs added to fre line. Thir lo€tca 6G
rtorm sewcr cloalf to th€ boilding ad locag it mqe oo top of the .rniury ccmcr, which may mrbo it noro
ditrmh to dig rry tbe storm or soify sewer if rrpah ic crm rqlired. tlowuvcr, it minirnizrr lmhlooc rriS
in*rlling ftc oro sowtr wldrort rwoing rom of tbc oristing shoring rl/o hrye dtrciled e rketcl of lts rwisad
' line, mdhavo sottte infcncion toI'cskfor st*itrg
Wc rrc rcndinl yoo thc follon'ion $rplcm€ltll ltcns:Th*uetomiltad: FcYouUsc Vt:
CoS.r l,crcrlpdo ILt!
I 0&29{t5
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@ (EP'12' &rb.Elr/t ultFt-r6|mF 2 Eg[.rlE€CPaoruo4fl&aIGrtLt9.9Ar:l-ffil
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REQUEST FOR IIIFOilANOil
l'b. @16:t
TITLE: Trmd Spti*lcr Frcczo Pro$clbn
PII(}|ECT! OocCEGtPhc.
Al'fhl:
4Z,OAt$ir.c&
3t9t CoyotcRi*g
P.O.Box 33E8
Avc, CO t1620
JimWllcy
DATE:
rce
rw12tw05
3t4fin
PllONI: Ztull/J/&j|ffB
['AX: gnt|'tlrsl
TOTALFAGESSEMT
RPQUIREDrB3rcltl8ft l0l9r2005
dXITIMPACT:IICHEDULE llfACT:
R'EQIIETIT:
n6b rconftnfurg Rn dmrruffig&sconftrrncc cdldr morning bcrrcarRAN/L4210' RIA' rrdAllsae Fire
Prrdctim.
'Tbcpgpoccof
thscalt was bflalizefbo pllr faprovfdog&cszl potoctiortothc sprintkrhea& locabd indoce
6odnity to int*c.ir i! fu tntd.
Aftp1 dscu$hrg o mgltltrdc of optic, tt rras rleri<hrt to rdd Slycol looFs wtut rtqubd to ptu€cn &e afwt€d hca&
odllFs.
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THNUMBEk @l&l Reviecd
st slEct': Bfllh #4 CpilinE ltoist$ coqflioa
R4unED RErrnN DA]E 11.14,0,
4240.
Got Crcd< Rcgidaccs -
Tunnel
FRoIECINO.: 209m.00
FtrB RFILog
oof'tR^croE R.A. Nebotr & Assooidtg
nerc.' ll.l0.llt/tl,t6lXl
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frorGGtof2tl0:
Subndttod by
5591 Coyob BidF, Aaoa O rK20 | T. 7z)3o&nuj I F. yt0-t45.895 t (P.O. Bs( 33st)
Coloonllfuo
Rccelvcd by:
ftca.'t|o to CodfrBt l:
IiEWil€y
Scft by: Iin wilay ,_ Dsb: ..
I r'ru'q'rr|'re'E
Rccci*cd byr Srnr €err/$rlrty Cocr"en 56$3i!tr . Doe. U:1o054116'05
Comror$: f A Nohoa bs.d fi3 twid Bnvl|.l b cbsOfi
fror 42n !o CoEultrlt t:
SsrtB:
Reivedby:
Datc:
Drlc:
Comner*s:
'--z'torCffil bl2{l:SStt Cotota8ibe Arorl @
!tr.h Catrsat byi
tl60o lT. zdrjoS.?frll 1 F- 9?0.845.89t1 (P.O. Eor 3388)
Date: 11.246
Date: Il'?t#R*?ivod by: Jim Wi
Conmats:
Frl Ccrrlurt I to42ah l6U rf S., stc 2m,Irorycr. CO flm I T, 31F.2923388 I F. 3$,292,31 13
Ddc:
Drts:
SenttS
Recived by:
Coflr|€ils
froo lltotoG.C:' RAlhtsm ll.97o.{?5.7t&l 0obib)
Sert by: .4n Wikry Ddc: 't+jn}! U.*r6
Receiled by: C.olcoan W's9 Dde: ll.?.7.O5
_tlqEcq4t &tiottc4 Todd Gouldllr
cootn€,Iflsr
.t{Arrltrntrfr fuo&t',t 162'| Eidd.GrA Sb!r. S! 1m Dsrg, Colqrb muf aroJ rr Srt6 f:tot 2rA tl 15 rv,tu0j6tllc qac
alvt'''&||r'R*t
YJ, CO tt6t '
l|Ftwf'}r$&td] arta?&rc,
REQUEST FOR INFORTATIOT{
t{o.00183
flIT,E: Edt#4cciftBHdgbtcotrfllcB
PRoJ$CT: Gdtcr€d(Plscc
DATE:
JOEr
rmn(M
3t{4{0
TO 42140 ArEhiEcb
5591 Coyolc Rllg.
P.O.Box33t8
AvoqC0 81620
JimWt6y
PHONf,; 72G30ttEol
SAX: 97vt45-S%1
TOTALPAGESSENT:
IEQIIIREDRESPONSE: rVt4nci09ATTN:
COSTIMPACT:SCHEDMiIMPACT;
REQTJEIIT:
Th€ "A' Uoit bsth #4 ceiling height c@fltcte wttlt dle light ftdurc ard nodicinc cabinas. Pcr ID drwirg 3.07/C the
light fi:cures are to be set at 7-9", &is is the hoigfo of tlm colllng per Al l? ls 8'{", ploas€ rdvisc.
ll/ltRANA$€gcsts3-0hlghMedicforcabilduticbwillmachtbetlpicalrwealofl'-6*!oc€ilirg- Pleasoadvis€.
IDQUESTEID BY: R-A, Neleon & Agsocidc$
SIGREI':DATE, \.
Col€qre D. W-1!€
AIIISWER:
Wx/we W tTtt ?b" thJrtf t-4rluaLMc o^'eu.rcF
RASPONIIEDDV: 4?'0Ardtitects
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PRoEcT NCr.: 20900,00
rEl: REJ lrg
coNTn'rcroe: RA Nehon & Associrtrs
RRmlr'sER: 00190
$LIf,tECr: TiErel tlrrll mcbl sud detdls
REQLIRED REIITRN DATE, llzzgs
ISI ltorilng
f!iln G.C.t {2alh ' J591CcyotDNd!,o, Aror! CO 81620 | T. ?20.30E ?803 | F. 970.sf5.tD5 t (P.O Bor 13E8)
SubCIitEd by:_!$kq Cutbbcrtlon pgt.: ll-r5,05
Rcceivcd by: Jln Wllc'y Dats: 11.15.05
filr {2'O to Cuuhrt 1:
Settr b!':kte
Date:Receivcd by:
Coomcnrs:
tom O{oao Cor|nbnt2r
Satby:Ddcl
HelReceivod byl
C,roff|lnts:
tof, C.urltut I to iU{&5591 cotol' RidgF, Avo[, C10 11620 lT. 7203(n.?!Ol I F. 970.E43.19J1 (P'O. Bq 33Et)
hb:
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Coomants:
&onCorultut2|D,l2{Or
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162l lti sr., sk.200, D!rv.r, CO
Bin pi*
802u I T. 36rvr.33ls lr. 303191.3113
ha rl"n.05
Reeived by:JimWilcy I l:2.05
Coonrrds:
ftr! f1,10 to G.G.r 8^r$dton I F970.476.nf2 tobdtc)
iim lYilcySEot by;DE
h:
11.23.0rt
R€cciied btq MikCutfibcrt$o 1123.05
Co(nrna!ts:
CG Srqdr Guticrrqz. Todd OosHiar
oao,rftIfd'tloa Mo&rw t62t Etttrct Stcrt $iE 20lt D0 'rr, Cdordc ff202 $d3m13/tl fl0l29l3rl3 rtlaoerr[igrer.E
glllt,4*@w
w@ata?l*elfir:r,EI*tuffi gtutbtt&
REOIJEST FOR I]{FORNAfiOII
t|o.00190
TTTLE: Tr$rtdWdlDslslh
Pna}lECTr Gotcecd(Plss
ATI?{:
{?40Ar&ibcrr
t59l CoyeRi@e
P.O.Bo(33tE
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nlnWiLy
I'ATE:
JOE:
PIIONE:
fAX!
u/152005
3l-04.ff
?2$30t-?803
9?0*45{95r
TOTAL?AG[SSENT:
RIE(IJIREDRE$FON$E; rrnZ2s05
COSTIMPACT:SCHEDIJLE IMPACI:
REQIJESTT
To follorv p on cocvcnathns wi0r Slrawa last w€& corsanrlng turnel wall ssanblos:
l) Wall l}pe D shorrs a dm$h @ tnck to 6llow for dcll€dion It reftrcnces aul. systern IIIU-D,0010 which we
have been rroble to find" This uall is locabd irclte of thc c$t-in-placo concr€{c fouDdltion wall Thcrc sltould be uo
deflaeiqr srd m nesd f6 tb chmel. Is lt amepbble to build per the dolail cxoop fc tb metol ccllirg nrnner with
. 2'flango and lhe lEf€rcrcc !o HW-D.0010?
&flection ttrat could be s@" Ar ttro lotg sparu, it is not orpccned to bs dorc dran 7r". At dr€ shortfi spam (uihcrc all
tre rralls arc) it is €xpocEd b bc "ouch les!'. I u not awarc of m assarrbly th* allows for 7'defcctixr above, and
mainhins tlrc lirG ming Istc 7i o.olLjoid $ilficicnt to allow forthe anticipded dcflectbn tr these aleas? At
drawq tne dry*all will cndr if tb pcsbess dodccts u&m tood€d. lt tlw U.' gnp is suffcicnt, it n€€dsp be ntitrincd
at all laycrr. If it b not, f,crsc provide adeoil.
We have soppod ftaning d ttris point md icod clerifcadm of tlw dctails rs som as porsibla
REQ{IISTED EY; R.A. Nelsm & Aseocirhs
SIGNED .DATE:
Mikc Cfihbatron
ANSIVER:
?<F'e?F kroaw F€s?6NtE
BESPTONDEI| DY: 4Z{0 Architlctg
"'-i slct{tD BY:o,tril; lt.7-4.8
,._.... 4240/RJA
RFI I9ORESFONSE
I1.23.05
Walt typcr t'A', B', "C'r , no rdin g= 314" anticipaFd deflectio& Provi{b a top of wall
slip dstail that will sllow 7." deflection md provid€ a J4n curlk joint at fu top.
Wdl typc "D", 3 horn rating = no anticipsted deflecfiom. Provide a Yr" caulkjoint at
tlutopofwall
Wall Rpc 'E(, I hout rating=314n anticipatcd deflection. Use tbc HW-IHX}44
lsrembly hr ttlrwrll
Well type "F", 2 hou ratcd shaft wall' = 3/4n auticipsted deflection. Ure t[c HIY.D-
m'H rrsoobF forttLrall
tll., ArrenHy EW.D-flXf fu attrched foryour rcilsrcnce
brgesrh
^ lcr L vL -.
UL Onlina Certlflcadons Directoty
xltBlf.Hlrv-D{o44
tolnt 3r.tCm.
tolnt SydG|nt
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t. Aoor f|!.{|lt - tlh +-U2 ar. t d *acr-rdb.6rd lgiH$t a nom.l rrlc* (1o0 to 150 pcf}.truhr.l o{t trt '
a U.ll ldll|t - 1. ?. 3 0r { hrtrt{ao eype|ln 0oftt/rurn rr|f, 8..d at rf||r b! coottt.l!tl dth. m.!.rflt rrd |nt|l
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ddrGtb|| C& qrt'|at ly firFrd r3fi runnar. gotfid cFl 9,uta.d rldr i.p D|6nfi$, tr
pcmrmtt httcing ot rtqi thjds, lffic'l tltlrcto|r gilhe rumrr *qtrd lo con(rttc floor tbt nlli
atad mrcdny a|rd|cE rtiod rro. 2a h, a)c. w|rt vlrdcll dalirclion tallhg nnnGr ii l|3!a[ difE tbo
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p6l!v!ly alrOac $c t lda'llf,ra. d t|ta id inrb (&sn 2t). Trld tbad lo acEomnorbta G ttod3(lqn ZD, tfrf trla3lo E a .r 2^Va rL ClrF.r, dltr nrlar rorld to @aclr& noa !..b shd df,srrr, trdr3 t'tad na t2 fr {le lnr| d!9ad cdrT rufinf I rFi. d.de.!oi cltrr|t.l(trfn 3A) $rC ||ot b" o|.it
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bauf.d o|lr Urr tca oa ttr* d h*ftql ufttrtr rn! oihg rurrE q fitldL{ cnflid. Cf9 t{ htor!, t0 ura dl|o nrmr c dfiadon atlnnd wlt Io. t rat d;trg, rGr bDd€ n al hilltcrt.
tlrugh l|olct Frrlllql rtbh'ura rlp, Cltp rtoy bG s€c1|fd t? li! rtu! rltt tso' 6 Dan haad ltad l(r.I
ttu9lEh lratu3 enrldod nlhln tha Eit. & on alilmrtc, ttr? lc![ ot tht dl9 r!ry ba Intt lbd a/ar d|. toD ot
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3. fl.f fylr - fr rtr|dl.| lGr r tffin ottld aBd tot ot |'fffi lc|nl (A akra dlt$Llloar.f ,qhtrF!m, |. I tL Ir rd t rr '||Irrr..a 1b. btd a lr ]r$1|r' ir. |cr.tt-|r l a-ltrd lc.cr.n'|oart. nF! tifll -ata-c affi frn ||l ||bH rfr fr" I r- I tr ?dlilt na a r rt tSlrra on.Fa ttr .'cEElrala.rtrhLab frlhlrtra a lre.lflErorf *r|r $.r !q6t d hft3|r rd tt trrdrrLb, rilh a
norqn a dai.llar dt! .1 ([Er 3A). I hlhr8:
acoi|n|oflr s||'|g F rw (Hn 2A), DallGldr artrrul l.E tld lD Ecncd! aoot r$t t|lti attal
nGo|ry drlrr rD.ort mu 24 ll|. oC ftG (dhe nfi|!' (E n A) ts trb|td rltln $, abtLcilo' ci.||ml to rlat||*r . V, it t/a nL fl9 b.!||!A ttro Up ol Urr dfr|e runaar rd thc loD et tha dairfrl' d|.rra. ft a|!rg,u.nc n ir ffic t|ia fiLclor (hmd rlturtt allrr||||lcr|t.
t. Ftrht Lbrll|. - ScdbrE d cr a !d daitEy nhard |ool ltt aoanFlls.d 50 latflta b
t rklms ||i tnolfll ai ldcc nntt to rontLt D tl tt! 940 bati-r ttlr lup ot tx oyEur|r bord r|d
o|e lortdr ol li. @.E& ltor. Thr I'oi nt .r||E ld rha| tc hrut|ctl ll|tl tIft boti lol||clt otr.li
. -Ct, J v^ J
tltlll lxtl^ll(trll lilC - rDl( Stu lE htbn
n3 rl|I@l I I G- ilnwo.].l:U s|fig
l(ru+ rtc - sdt
iOOl rcO|. Itlltl6tutlia CO - O.tr lard
tn!|rllttEen llc - 5 F
c. trl Ylal or rrrt ltrbF - a-tra - ,1lD l/t In. a|t t 4ru.| (rri Vlt rl' dry) ot rAfitfiLl l!:af alotrd Cn Efi *of tlta U|a DGn rUracaoal'rt I and B|itoat otfi tba,
rrt esLp r |th t/, h, orto gFq toJ{ o|rbotsirthrcr|l rddo||| flt|t. toctnHarat ottll
fl&rlrt thal c{alat a oh !n fr. oob th. docr ao lo|t !,fi c, I|lt
ttrcrFtoradlroroet{t G - 3lrcs.d AS2OO €t rbr xic 39frt
rl.f,ltrg the lt Ch3tIklthn l|rrt
LrRlbffiar 20Gro.{t
, _,! oo.rnod? Itlotb d Dlrd.lr .r 8| rTet
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th. rP-to or r corrfrvr n.mi F ,.odsd $r Uia r,ita!!$ .to.r ac lr trd -ara lt|.a Fldrrtr r0 lt rru.a hin 6.ar ntl'rAcndo |!d!. IJL! tthrD
ttaltc.. Ooly d|or| D.!.IIB !|aag tti ln f,t irouL t (ootld. d b t" Lffi .mt @rarril urrb tf,t tof 0d-14 lqtb. fhyr bal |irft! irt al qtt
F!dJC.
UL Fqtnls fa rrrrg|r|r fm ol tlx mtd||| (ntt raO ln dt Orlha Cardn(.0o'| Elrs{tDry rntltttr tr. tolldre cU|lqE t- lh Gdale lrfonrtttn Dadgnl
anqoa Urnnf. (al-) mrat br Fiibd tr tltats srttrt flra In r a.'l-rittaadl|e nrnon rrltron rfry flrolp||h|lo ql tf dai| (ot *r{hlt). l, tht trananf
'll.fhna l!f tr| O.{hc Cadndcrt Dl Batoay vrtlt lunidoi tr!'| th{cfita' bor$rLt lnc' murt lpr€r r4Fqt to tha sl..drd 1r*QLl. Irr tGlir,
$r fO.fbd rr|t.rld ft,rt lidrh I rottdc]A ndrr b| tha lolol|lre Sm&: 'Cott ght O 2ll05 l,tnt t rlEf| t tor.todrt lr.e"
An Indap!ndint rrltntz-rtion rorllfig lor. srter $0rrd,rlli lrlegritt. pfe0irlon an0 kntirlad9a.
ffits$Jt14z
NTT NAT.ISMITTAL
00196
424c,
Gsrc Credr Rcgfioncc -
Tumcl
It{rJECr}{o.: 20900,00
Itr.El RFI Lr8
RR NUT'/EER
suNEcr: dftlftlml Arc Faohchde
hECIJSTED TEfUTN D^IE;
RFI f,,ortlng
lnom G.C. to 4t$r t59l Coydr &idtr, Avorl CO
Miko Cutl$cruoa
l1.25. 05
Sublrtttld bt:
Rccehed bry:Jin lVilsy
fror 4240 to Cocltrrt l:
S.dtby:_j!Ll4b hrc:
Dab:t t.rr.05ncivaty: !flaC ![r!rcl!!s{o$n
Cdilne
coltrf,ACrd. RA.Nelson & AlsoclG
t1620 | T. 720.30t.7803 | F. 970.t4J.89J l (P.O Bor( 33tt)
Dc: l!.ltl)j
Dsia I l.lt,05
ll.rE.05
froor {0|| io Comclbnt tr:
Scnt byi Dslei
D.lo:Roccivcd by:
Coomcnts:
'-- irou clrrbd I b al{h
Scnt by:
J59l Cqpr Ri{s Arm, 6 8f(in I T. T/l.3m.7tG I F. y'0.t15.t95r O.o. Botr 3tt)
Dato: lL?.4.o8Rrccivld Dy:Jtfl Wilolt
Conr't|cotf:
ild Coo!trlt d2 b i@+oe 162r tf e. $E.20q olrtr, co toan lT. 36.a,x.3lst lF.3ct2gzll 'Da0cS.,!r bl
nacolrrcd tf
CoEcnts:
frlnilt{lbGC.i RA t'lckon I F,9l0.4?5.?t8ll 0d8ib)
$tat by: Im Wilet
Reivcdty Mlhc CudfiGr|ron
C€: Bmtdl Gci:aea, Todd GouldltE
Dc|€:
Dslc:
Llr.a-6
a 2q. d{
Ooormb:
aA .ddd|ld.nlr.- d,tqofu l62t Eblb.[nltllt Sd.lfiDrovrr.Cd.ndo fD02 rl0r 2tl3ttS t30tZt3ll3 *|24lb.[ld!a.d
alvuffiMtfl,@.1Q7tffi.:l eft'offi. 'foavfv
REOUEST FOR IIIIFOffiATIOTI
t\b.00199
TITLE; Addiliood Atc Frult (Incuit!
?R(MNCT; Gorc Crec& Plrco
DATE:
JOh
tlnt/2005
31.0/t{P
ATITI:
4?40Ar$ltdE
5591 Clyotc RjqF
P.O.Bo($tt
Avon, CO t 16il0
Jim \tfloy
Pf,OICEi 720'30E 7803
FAX; 9G&t5.t9Jr
fiIfAL}AG83SENT:
nEQrnnEIt RDSBIII{SEI ttnsnuxt
COSTIMP.ACT:gCHEDIJLE IMPACT:
REQUE$Tc
The phrc call fc srp gult circuitr on bodron recctrclcs. Thc dcctricat inspccror is rcquireing them oo all 120 volt
op€oirgs incMins liglB. Itis wtll rcqutre tho aditioo of approriafiely 72 alc hult bleakerx
RDQUESTEDXY: R"dNolon&A$oofttEs
SICNAD
AlISIYE*
tt $fe ,uwe ,GLc Tu c,iFctlf Mrstr aF TBe t,/gHtilu wrTh 1lf€ he?wA
9UA&iN4/89..lthrr FLtMllrrrfr\e' ],Dtr op TltE AwaTrorrALlt9 hlya otg0vtr we* l4f--'.. 3t taoF t ug;e yrrFgTnt HGEDOpe APqlor.lAL F,{Ca lp EepH ehrtf foF A tDTt+1- aS l(r.f
f,lF'tE frtr& F AlTAcric,e E il691
?Eo.t-h, ?e6.24, Ff-1.2a, P:ot.zPl El.lF I arc
l,tt0ttlrZt- W&^/AGE
REIIPONITEID BY: 4ztl0 tu*iEclt
Mke Cuthbcrtsm
'.--" STGNEDBY:orrs, [.4S.Af
irrr rnexsunral
RFI NIJMB,ER: 00198
424c,
Guc Creek Resikoocs -
Tutrtrol
B,olECTto.; 209m.00
FILB: IU.l tog
coNIR'cToR R.A. Nolsqr & Associatei
suB|Ecr: Undq Crbimt liglr switching
eIQIIREDBEI'URN DA'E, l l.2 j. 05
RFI loltln;
fi.or G.G to l2rlf: 5591 co!'ot RtC!, Avoq co t1620 lT. t20.30&?t03 | F. yt0.84t 8ttJl (P.o. Bos SltS)
Suhninodtf tr4!r6iqEthlcrEqa 1;gio: $.lEl)t
Rrccivcd by:__..,|! q I[!q Ddc: r1.1t.05
f'o! al{l to Colrdtrnt 2!
Scor hi1
Roclvd btq
Connw:
--l it'- Co-dt oi I i! aZ0: t59t cqo!3 RHr3 Avor\ CD Et6q) | T. ?20.3G.?!0! | F. 9ru,s{5,sr51 (P.o. Box 33ss)
Srot Utn_!{&tao! ffahe_...............Dete:
Roodvod by: Jim Wiley
Comma:
,hoo a2aOlo Cmft.Dt lr
srntbvL oue lllEt-
Reocivcdby. M4lr4ly"lhp:ZlslgF0yt n rc, iljt'$--
c
Datc:
Datc:
t.. Ccn*ur2 &424f: 16ll ltF St, Stq. !0O Ocavcr, CO tolm 1L 3tB.ryr3:It8lF.1(B1923l l3
Scntby; htl
Recctvcd by:Dtig'
Cofincnts:
froo ,f210 tc G.C.. . RA l.[.ls@ | F.9t0.at6.?te 0d.il.)
Scm by: In f,iilcr
nirt".ltr. !{b!qbc.tlq
Ildc: ll,25.6
Drrrct -146,8
Conumls:
CC: Brcndr ftrdenq ToiH Gouldlnr
ar.| A.ttL..rEb, tuWrhw 162l Elrtscd S*a 3dc t[ &.8, cobn& &102 t3('r1t2 rlal f:103 292 3ll] w a2{hliu:s.o
,ftItl|f'''Fo,!6'Rfr'
v|d@ 81fi7
rrt gldJfiClat
Fffi. Jftlft TW
REOUEST FOR I]{FORiIAT|0T'|
1.1o.001S8
TTTLE:
DI(}IDCT:
TO:
Und6 Cdrin€t Liiblg
CscCrodrPlec
4240 AEbirccB
5591 Coyotc Ridge
F.O,Box 33Et
AYoqeO El6:tO
JhWtl€y
DATE: ll/182005
JOD: 314+m
PIIOHET 720-30E-7EO3
tr'AXr 970-t45-895r
TOTAIPAGES$ENTr
nEQUInnDnES?OilSB: rrtl5t2|JfJrjATTN:
@STIMPACT:SCTIEDLILE IMPACTT
BEQI'EST:
Are tlnes swidres for urdsr cahlnct ligh8 u drarm rcqulred or daeL€d? lf it *as ny hotm I would uant I switch.
..__--, nEQfJf,SfEDBY: R.A.Ndsr&Alscides
STGNAD
Mkc Cuthbcrtsm
I'ATE
PPovtetrFo\tueE A ?'wtJ ?\ rlTl,il* 'ID ereFtlEi *tA,- vrJ9e?- carg$rFft&ttrgr urTF ohrE =TrrrTc.et 4T wa B.rTF1 ? TttF FrlrttE.l
A +-w*Y € l/lTe *]D ffi7e
ANSWE&
RISIOI{DEDBY:
SIGNEIDIY:
{Ztm AlotiEcb
RFI TRANSMITTAL
nnr\tr rraER: 00lgg
4240
corc Cltck Rosidlncot -
Tunoel
PRoJEdrNo.: 2(n00,00
flLE: RFJLog
to*T* n.S Ngbg-q noq"t"r*
sJBrEL'lr Fn€Dhoc crn llfitdimt[rrimg
n'EQrJrRfD RE1URN rlrrTE I lrg. 05
nI'l RouthE
frur G,C. to ,l?l{l: 5591 C4}.arr Rilrr. A}rq C'O 81620 i T. n03}8.7m lt 90.845.t951 fPO. Bor 3388)
Subnltad by; CMs lrM!Drtr: | 1.22"05
Recsived by: Iirl Wilcy Ddo: 11,22,05
tluo {2{O to Couultert l:
S€r3 byi ho:
Dotc:R.odvEd try:
Commenrs:
troD 41{0 to Coir|lt ot tr,
Srnr by:
R*eived by:
CoorEetrt!:
fmnCo|Edl.itIL{0,& t59r coJor.Rit!, Asoo, CO tl62o 1T.720.30&?eD lF.970.t/t5xsl5l (P.o. Bc 33Et)
o&:
Datc;
. S*nt hl:Datc;
Recciwd byl
Cmmeotr:
fron Conllrot2 to a24O: 162l tdrq $!.200, DEr.., CD $:lgl1T.30t:92-33EE lF.3032yl3lll
Scnt by:
Received b:i:
Drrc:
BTG:
C.ommerts:
frur 42{0 to GLC,2 RANoIlon I F.9t0.4?6.?$r {ob!tu)
ScDl by: JiE Wllcv
Reccivcd bla_Clrlr lsnmct!
Coomcnts:
D1q I l:J.05
Drte: I t-25.0J
OC: Btto& Ornisrca Todd Crafiltg
fl|o Ardbtrt l!G. dtlqDtbrlfr 16ll rqfl+!. ' s|'otsoirr 200 Dilttr, colcldo &I2aD tfiJ2923lt f30l:92 tltJ r.r{r{l.tdit!c8!.c0|l
taa l{trF rdFord
w,@ fi$'l&t*t'o.'{'-ftfiFffi t lOQOnn
REOT'E3T FOR II{FORTATFI
ib.00r90
rtTlfi!
Ff,(Nf,CT:
fih
Afllrl:
Fftpbecnli$tdnodonr
Gor. Cft.& Ph6o
l2ln ArchitxB
J59l Col'obRi{c
P.O.Bo.3381
AvoqC0 tl6iF
tilnWaky
DATET
J08:
rrn2f.M5
3l-0+00
PflONE: 720.3Ot-7tO3
FAr! g?tFt{s.Sgtl
TOTAI"PAGESSENI:
RIQ{JInED nDSfONSEs 11,49/?&5
COSTIMP.ACT; SOfiDIJLEIMPACT:
REQTIEST:
Pleare erpply a dintcnsion frr the dislrE thn tb l,orrer levol can liglxr rne ftrom thc fiorn of the finplacc,
REQOECfEDBYT Rl.Ncleat&Armirlcr
..-.,.EIG!{ED:DAfTI
. Cfuic Lffi
ANSWER:
z'e"
Pt4'Fl
TVPI eAL re? 8*H&E t-t.\Iev ?+?Lf-|cEf- qv$)b
v?&/Awd.
RHil(}{{ND!ff:42,',il1 Arclrilocts
SIGNEIIBY:
irn rn^qNsMTTTAL
0u15
424c,
Gors Oeek trsi&[oci -
Tnmd
PTOEqIN0: 20900,00
Fu..Er RIiI lrg
8FI MJI|EER
SUB!ECt:Garago lrvol Unif Effiy Doqs
nr.QUruD RflrnN D^r* t2.16. 05
XFI Bortir6
ftom G,C. b Oi0:
Suboircd hyr MikG C\r&bcrbon
Rrccivcd by:JiD Wil€,y
fbon {NrO to Crnrltmt lr
Solt ty:
nrcdvod b:r,
Cofimobl
c0N'rn^sNx; R-,{" t|elgm & Atsoci$oc
5J9l Cqiom Rlhr, Avor, m 816A) lT. 720.30G180! | F. 970.t{5.09t1 (P.O. Bu 3388)
D8rir 1,2.09.(ts
Dilc. 10.09.05
Drrc:
Ihtc:
Ibor iO{O tr Corrtr$ 2;
Scn by:I)nc:
Date:Rccoivod by:
Comom
fitn Crnr*rot 1 3o i|2{h 591 Coyoto Rifto, AY!o, Cp 8r6t0 | T. 72D.30eflm I F. 970J45.t9t1 (P,O, Bd 33t8)
Drfg:Scnr by:
RccctyEd brn
CoDn€ s:
fioD Codrdtrll t b {2{h r6:rf rF $, SiE.2q', Dqu/Er. co W]fllT.re.XE233ttlF, !€r9jl3tl3
Ddg
D|tE:
Seil qF
Rocsivod bj".
Coom!rB
tora2a0bG,C.:RANrto|t I F.9'04?Ctgn @!ic)
tinWihySrrl by:
Rcodvcd by:Mikc Cllbbcrrron
Ibs:
Ddo:
1212,05
tLr2,o3
Comrfsntgl
{t{a ,{tlltrt tft bG Mo.btrt' ldu E rh!fi6 8r!.t Sdi! 100&,rt,rr, coldrdo lffil tlol?j'n$E f ,0! 2t2llll l|{2{0!thlcE!tcoD
ElV|t'!,fo'&,d
ybt @ Etatl*elE''.:niAtwh crHro|Ea
REQTJEST FOR ITIFORXATIOI{
No. (X)215
IITLE: GragolcvelEnuyDocs
PR(}|ICa: GomClockPlaco
T(} 4r4oArlhitscb
559t CoydoRidgo
P.O.Box 3388
Arron CO E1620
ATTN: JhWilay
SA8CONTBAC|IOR RFI# : il)219
DATE:
.!o&
t2Bt2fi5
3l-(H.m
FRON:RANA
PflOND: 1:|()-30E-710t
FAX: 970"&is{951
TOTALPAGESSENT:
nf,QIIIREDRESFOIISE: r2tlffiWs
COSTIMPACT:SC}IEIX'LEIMPASN
REQTJEST:
Thc garage lowl mtry door shall bo builtpcrGENdetails
b 3-ln chinod Aldcr. No additioal detdls requirod.
SUBCOilTRACTOR RFI I IXII1B
REQUESTEDBY: R.A.Nshon&A$ociss
SIGNND-
MikoCuthbensm
Rated mstrl iloors rnd ftanes $/ith wood overlery. Tiin to
DATE;
ANSWER:
PP.oe.wp Aq troTBD AEovE
RESFOFIDEDXY:
SIG TED BY:
a2l4oArohiffit
INI{D,DET
N'B'ECT:
RFITRANSMTTAI,
(xlng
4240,
Gqc Crcek Reridcncts -
Tund
Ro,EcrNo.: 2{800.00
m fnhg -
cQ{TRAclol: RA Nolro & A.rsocider
Bas in Rcsi<hn@ Qqqx.
Rf,l f,oothg
fror G.C lo tlll:
RDqITETEnnNDATE' 1.12.06
5591 cq|or ru{c, Aml! CO tl6a) I T. 7il.m.?UIJ I F. 970.llj.l9ttl (P,O. Bo( !3!l)
D!ts. t..0t.6
Rrc.ivcd bF_Ji$ Ui!!q ' Ilc: t.05.06
frolr 42tl0 to C.||rh.nl l:
Scnr by:
Reivld by:
Ddc:
Datc:
Cornmrr:
lboilar{LC.!,I}rn2:
SGlt Iry:
Rc.ivcd by:
D*c:
Ihtcl
Cqlrnnrtr:
lhor Combrt l b rl(!I: tttr Cryb EtqArr+ cO trar! lT.7tr.n?$ lF.9mr|5Jm {r.O ir$,
Sd b!r:
R.eivod byi
DdC:
Drta
IflCcdut2b{llt 162l ItS..,$s m,Ilcrrq, C0 fflc IT.36:9l.3LS|F.303rgtltIt
Solby:Dt:
Rcuirrd by:
tlolataa!.G.cr B^l,tt6lF.9?O4?6.?ra0drb)
Scaby:_-.[qf![ey
Rccoilcd bfr_CghmF _l!b.
Cmurt*
Ihaq
Dan
01.(D.ttr
0t.0.06
d.|,|ftu]l ba (',4ryD-' " lt2l EIH $d sdr A DClc, Colar& foldl .!trt&t rtn f3Gl29!3lt1r42at!l&dc.!C
.7-\-
FA I R.A.NEISON
l. l f r'r.c bttllotzI'
{2ar.{lFdtdv{ @ tr6ttl'|'/g/-l*rrltitFffi 'rtaf'ta,
REOTJEST FOR I t{FoRmAtrc}l
l.lo.00elc
TITLk Bt*iogn6cs
PR(UlCf: C'onClgkPlr.
DAII:
JOn
COSTIMPACT:
vinffi
3r{4-{X}
ATT]TI:
4tl40Arclficr!
559t Coyob RidS!
PO.Box 338t
Avon, CO 81620
na Wlcy
Pf,ol{E: 72G3G7E03
FAX: 9G845{9rl
IIOTALPAGEII SIhIT:
grQUrlErl nErPrlf{Bf,:vr2ffi
ITCHEDTJI,EIMPAGT:
NEQUETIT:
gnrldtcrt bc brlc o 6c wdlr httc ttrrgpN Dd t!fircl? Tbc uoiuatfuoof 6F &twdl i! 6c givar gnSot
aod 6c trcoel nigh lool nrch bcdrr wlth bc!c. lVo aho reoord ttrt dr brr be rc trlLr tha J l/4" bccor
of ocoflict witb tirnhlitsr ckrnfotor pot A9llR. Plcarc advirc.
RTQUISIIDBY: R.ANelro&Arrocict
r[GlfllD:
ColooD.Wir
DAI,I:
AIIITWf,I:
Duc to prcvimr vrhc engheerln3 cEoilq r corcrctc otb wrll brro rer prtrldd
for tho rerldcntld grrrgstr[a Tb Dr5rlil Suboll|rrslor th.uH provHc Gdg3
tr{n rt th: botiom of tbc rrl E/ptrn board ar Equircd by thc rpccifnSlol rection
W2.ffiA. TLI reqrhcl tret 'odgc o{n bc phccd tcrc gl1xlun wrll borrd rbutl
dLdnllrr nrlcrirb'. Ttc cdgc Hl rhorld bc plrccd !o r oDndctGrt 14'lclnt b lcft
for tLc epplkrfou of Acourlicd Soetelt
tlllrctt{DlDlf,: a2l$i+rfu
SIGTJ{ED Df:osz: l,al,Qh.
424q^
RFI TRA}ISMTTAL
Rnl{l/Fn; 00t3E
ujDssr: Bojllcf Sbfi FlLs: RI}I lrg
RBQITIREDRErIIRN DAIE I25.06 coN*^croR: R.A, Nglsm & fuBocialgs
RFIRontirg
lron G.C. to l2{ll:
Submittcd b:/:
Reeivod by:Jitn Wilc!'Ilarc: 01.1t.06
frtn ftl0 to Conllut l:
S€|ltby:Ihe:
Drtc:
Conurcntr:
Gore Creek Rocidcnccs -
TinDcl
PRoJECT rfrr.: 20900,00
59t Coloc RidF, Avm, CO
Colcrnm $risc
t1620 | T. 720308.?t03 lF. 90,845.M1 (f.O. Bq33tt)
Dslg: 0r.rt.06
Rcccivcd by:
lhor al{l to Co|rllbDr 21
Scnt by
Rcccivod b:r:
ComuncnB:
fnoD Corrllbit I io 4r{l} 5&)r Co!/otc fi.rSr, Amr, €'tO n620 | T. 7n.at A I f. 970r{6lt!r {PI). 8or 3f,t)
Data:
Da&:
Scof by:
R'eceivod hy:
Ihc:
Dotc:
ContneoB:
froo Coorulblt 2 to {2,{h
Scu by:
t62l ltA Sr., $e. 2$, D!nv!r, Clf, WW|lT.*lIn$ 88 | F. 3032y23n3
D8u
I)@:R.cdvcd by;
CourEcols:
too f2t|{}b G.C:RAI{llnt I F.9m.{?6,7t& ootaie)
tbt WilcvScnt by:Dctc:
D.lc:
0120_06
Roceived by:Colcntst tVisc 01.20.06
Cmma|s:
CE: &cnda Guficncz Todd Goul.lint
ttil0^ttit GtrEhc. drbqo erw 162l Ehia.-A StEt lt|litr 2m Dc|E, Cddrb t02m ry0t ry2lfil f3cl292 rllS tr42l0rnddblnd!.@D
n *^l|ar$.oc'
REQUEST FOR INFOR]I{ATION
No. fl1238
&14 Wctt Folest Rmd
vril,C{) t1657
J'}rrr" 7*164?'Frr: Y|0{7678&l.
PROJECT: Gors Cttck Plape
REQI'EST:
AtftJimWilcy
42/40 Archit€cts
5591 Coyotc RidtF
P.O.Box 33t8
Avon,CO 81620
Phone: 72&30t-7t03 Fax; 970-345-S951
STARTED:
COMPLEIED:
REQIIIRED; l2sn0ffi
Thc unit Boilers require a stod pcrth€ m€chmical drawings. Tberc is not a specification fo this st8nd.
lv
\-/
1ee Affnc,ot 6P V,/O .
Rcqroicd By:R-A. Nelgm & A*rcigta
's[rd:
Colcmen D. \llirc
ltdb3
Ihcf
]to I l8l
oo
Ll__:l L___l
PLAN
l-,.,,,-,-l [-,1--i
ELEVATION
@
I
r.,
1/t, CHECKER PI^TE
BOILER STAND RFI 0238
scALE s/4" - 1'-0"
2' x 2' ruEE gEE-
IFI NlrlitsR.:
nrr rnanrsrrnTTAl
00252
4240,
. Goro Crdc Reside&es -
Tmnol
aoBcrNo: 2$m0,00
Ftrx: RFIlog
coMRAcNn: IL.l- Nclsm & Arsocidcr
STJBJECT:
Cango Enfy Kcypad
RFI Roudng
fioD G.C. toa2l0t
tror llll) to Colreltert l:
Sert by:
REQIxREo TET BND^IE' 0A.14.06
' 5591 Colds RilgB Aloor CO f 1520 lT. 72030s.7frt3 | F. 9m'8a5.8051 (P.O- Eotr 3383)
SubmifrGd by', Mikc crrhb6rts6
-
Dac: (D'07'06
Rocclvcd by. Jisr wiby nnrc: 02'0?'ff
Datc:
Dste:
C;orfimcnt3:
Rcaoivcd b|:
i!|. a2{O ic Crqfrrnt2:
S€ot ryl Dale:
Dale;Rr.civcd by:
CdnDGoa:
fror CoDhr|t f b aZ&
Scn. by:
$9r ColiE ndtB Avoq CO tr6t I T.7AJG.7iGI I F.9tltI4S.eSr CIL E t ltlt)
he:
Recoivcd by:
CollmcG;
fri. Cootllui 2 to aZ0!ldll lt! st, sE. 2m. D.fvcr, CO tfi102 | T. 103192.33tt I F. 30!293113
fhL:Scot by;
Rccelved by:
Comm*
fton 4240 to G,C.:RA Nctro I F.970.476.fit2 0$oih)' Sarlby: !un_l[t!q hci
Datc:
04.t0.06
u.r0-05Rlocived bt:_ Mit Ctrfibt:rtrm
Conmenls:
Ct: Bradr &tiarca Todd Gouldine
at{t Arctt tu! h, fuodara 16 EiclDath gna 3fr 200 D6ff, colqdo r@02 r !03 29l r3l8 f J{3 zql3ll3 v41{o.thlxu!,(..
&aY|EFCttWt
tiNd', @ ualll*Ig/t:T,l+lWFffi, an ltgfw
REQUEST FM INFORIIATION
No.0@5il
ITILE: Grtrg€ eaky k ypad
PIOJECT: GonCcekPhoc
ATT!T:
42/40 Arobilbctr
559t Cryob Ridge
POSox 3388
Avon, CO 81620
JiEWihy
DAII:
JOn
2nnM
3t{x-fi)
PHONI: ?UL308J803
FA:& 97rLt4l89Jl
. TOTALPAGESSTNT:
REQIIIRIDRESPIONSE: Ul4nOC6
COSIIMPACT:SCHEDULEIMPACT:
REQTJEST:
thic RFI cofros rc€€ot &cisiEr in tbe OAC rcSlditrg th€ grrag€ €nty sy$€or.
the islnd ud gooceoec,t rho*n o ehcct A(Xl4 d€ to be elimfui&d. The cnuy lcyFd il b be monned in tbe gtcne
o lte wal b lte nortf, of 6e &ivcray, ihc sane dimce ftrm.the fu as thc gmsanaot, md mouftd 42' abovc
grs&.
A sccond l" coduit, run to a 4 x 4 box will bc providcd fc fttrc urc. Thir box will bc mounEd direcdy t4iacc6c to
the teypcd od will be frnirhd with a blaok phte, mired to rdch 6c bntrel louver colan. Tbc conduit will
crmiaae in tic rcst dccuicel rmn
R8QITDSTIDBY: RANdson&Ars@ie
EIGNED:DATD:
MtcC\fibedron
AITTSWER:
-Tttrs tM4s 9t3e.r.Fw ND ACCEPTE0 4T T116 2.b.q" OAO
! ffTJ.NO.
4U,lO ArchibctsBITIFO!{DIIDtrY:
D^n.l.10-QQ
RFI NUMBER:
RFI TRANSMITTAL
00273
4240,
Gore Creek Residences -
Tunnel
PRoJEcr No.: 20900.00
FILE: RFI Log
coNTRAcroRr R.A. Nelson & Associates
suBJEcr: Tunnel East end Fire Protection
REQUIRED RETURN Dotu, 03.29.06
RFI Routing
from G.C. to 4240:
Submitted by:
Received by:
from 4240 to Consultant l:
Sent by:
Received by:
Comments:
from 4240 to ConsultNnt 2:
Jim Wiley
Jim Wiley
Steve Rondinelli - BCIER - 303-422-7900
Steve olease send back to me at the Avon Addr$s below.
5591 Coyote Ridge, AYon, CO
Chris Lammers
81620 lT, 720.308.7803 I F. 970.84s.8951 (P,O. Box 3388)
Date: 03.22.06
Date: 03.22.06
Date:
Date:
3.24.06
3.24.06
Sent by:
Received by:
Comments:
from Consultant I to 4240:
Date:
Date:
5591 Coyote Ridge, Avon, CO 81620 | T. 72030E.7t03 | F. 970.845.$5t (P.O. Box 33tt)
Date:Sent by:
Comments:
Received by:
from Consultant 2 to 4240:t 621 l8'h st., st€.200, Denver, CO
Steve Rondinelli
80202lT.303.292.3388 | F. 303.292.31 l3
Date:Sent by:4.20.06
Received by:
Comments:
Date:4.20.06
from 4240 to G.C.3 RA Nclson I F.970.476.7882 (jobsite)
Jim Wiley 4.20.06Sent by:
Received by:
Comments:
Date:
Date:4.20.06Chris Lammers
CC: Jennifer Hunt, Todd Gouldins
4240 Archftecture I nc. chicago denver I 62 I Eightccnth Street S uitc 200 Dcnvcr, Colorado 80202 t 303 292 3188 f 3 03 292 3 | | 3 w 4240arch iteclurc.com
&.W.{'ForcdRd
vd. co ct67
T.bdtoaa:97$7tt&f6,
Fdnlb: glttT&rw
REQUEST FOR INFORMATIOT{
No.00273
TITLE:
PROJECT:
TO:
ATfi:
Tunnel ea$ erd fire proGaion
Gorc Creek Placc
4/l(l Architects
5591 Coyotc Ridge
P.O.Box 3388
Avoq CO E1620
Jim Wiley
DATE:
JOB:
3l22n$6
3l-0+00
PHoM: 720'308-7E03
FAX: 970-845-E951
TOTAL PAGES SENT:
REQUTRBDRESPi(INSE: 3n92OO6
COSTIMPACT:SCHEDULE IMPACT:
REQIJEST:
Please provide direction on what to do with the fire protection on the east end of the tunnel. Mike McGee (Town of
Vail Fir€ Chief) does not like the placement ofthe one sprinkler head under the grate. Mike McCee is not sure if this is
needed at all in fiis area.
One other suggestion is to place this sprinkler head in the stair landing wittr the sprinklo pipe running up the stair well.
REQUESTED BY: R.A. Nelson & Associates
SIGNED:DATf,:
Chris Lammem
AITSWER:
9fp1r*roo C-oaln Tg Ddil-t5tED frB SlrcW-fTP
- LT "!lF trr Corl4v$+r.;B/# Y@e-e,e o*+/1P-s IAJ'Tt+ls
AI(BA ilA ^.tva
A4e.s6 @ F,tzr jv1b'Q.st+&-)
ffio\E> tlttt WLl**{-tOl{ .
RESnONDED BY: 4Zil0 Ardritects
SICNED BY:
gcl* gJ(errln€ Dtlrrc
Jim Wiley
DATE:
1l rtf zrr
821W&Fo,&Rd
vd. co 8t6!t7
fdg.llg!':970.UU65f
Fa,f,b 974.f&78/,2
REQUEST FOR INFORMANON
No.00297
TIILD: North nmncl cairqcll marry
PROJECT: Gore Creek Place
DATE:
JOB:
4128,tffi
3 t 44-00
ATTI{:
4240 Archit€cts
5591 Coyotc Ridge
P.O.Box 3388
Avorl CO 81620
Jim Wil€y
PHOhTE: 72G30&78O1
FAX: 970-845-8951
TOTAL PAGES SENT:
NEQUIRED RESPONSE:5/5n006
COST IMPACT:SCFIEDULE IMPACT:
REQUEST:
orn masonry contsactor ha! rcviewed tte north tonnel stairwell in thc middle of the poject and has s(me concer t sbou
Sc above grade portion They think that 6c current design will not function and is aes6etically unpleasing. They believ
the tiny grorn line between veneer and stone cap will fail. They are proposing that we extend the veneer by 6' in height
and then insall cap.
Also will thc lights in thfu qea sill fit with cun€nt design?
LIQUESTED BY: R.A. Nelson & Associates
$IGNEII:
Cbris Lmmcrg
IIATE:
ANSWER:
eArse w4t^, v+",!&Jt'l. 9Y ttl c,wv ytfr)(. lflrtoqT fiJ 44e grms oF grrolf_
tilo AQ?A Wet+. Sol-rp gwr rfltugtsu.4 ??a/rgg oovvG# t^,To ed,,rax"4eu.dfLr Q 1ruqoo. vt/,t+ts wrr& wv?ua w rttl'1$-;, wq4p Heta47.
IIATE:
424o^
ARCHITECT'S SUPPLEMENTAL Gore Creek Residences
INSTRUCTION No. or3
ro: Mike Cuthbertson PRolEcr No: 20900.00
RA Nelson & Associates
5l Eagle Road #2 DArE: 08'22'05
Avon, CO 81620 rssuED: 0g.22.05
PRolEcr: Gore Creek Residences FRoM: Pax Chagnon
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates vour acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: Clarification of the Residential Mechanical Inlet and Exhaust Locations.
Reason for Change:
This is a clarification of the residential mechanical inlet and exhaust locations.
Description of Instructions:
Re. attached Ml.2B, Ml.3B, Ml.4B, Ml.5B, Ml.68, Ml.7B, and Ml.8B. These mechanical sheets show mechanical inlet
and exhaust locations which have been coordinated with the exact locations shown on the Architectural Elevations.
In addition, re. attached ASK-030, 031, 032, 033 for revised elevations which show the correct locations of the kitchen
exhaust grills for the base packase.
Note: The louver and grill locations for the west elevation of building #8 will be revised to accommodate the new location of
the boiler flue. These new locations will be contained in the forthcomine 'Boiler Relocation ASL'
Attachments and Enclosures:
Mechanical: Ml.2B, Ml.3B, Ml.4B, Ml.5B, Ml.68, Ml.7B, and Ml.8B
Architectural: ASK-030. 031 . 032. 033
By: Pax Chagnon
Received By:
Copy To: Todd Coulding (VRDC)
Randy Hart (4240)
Jim Wiley (4240)
ASI File
42 | .10 ARCHIECTURE lNc
l62l Eithteeodr Street
Suite 200
---?:1"-"I:9"]::t'^t^-ryTl Tne info,rnetion
"onta
n€d in this mssssg€ is prjvit€g€d and confd€ntial inlend€d only ror tho use ot lh€ individual(s) or ontiMies) nam€d
I 303.292 3388 t 301.2923 | 13
"J*. l m. ,""0", or trs m6ss€g€ is nor the intonded recid€n! you are her€by notft€d that any dissemimtion, di;tibutio.r, ii c6pying of
ww.424oardritacore.corn lhis commu*Eton is sicry prhibit€d. tfyou have.ec€iv€d ihis cdnrrnication in 6ro., pbss€ notir 4z4o Archil€ctuB, hc. imm€dialoly.
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r52t t8[]t stftIl. surE 20
@ D202IE. ($J) 292-JJIEFrI (yID 292-5ltJ
GORE CREEK RESIDENCES
LIONSHEAD, WEST DAY LOT
VAIL.C()lt)L DO
VAIL RESoRTS DEI'EIr)PMENT COMPATIY
opavflNc No: ASK-O30trsr-orsl
REFERENCE: A21
ISSUE: 05.16.05
[)ATE: 08.22.05
SCALE: 1/4'-l'-0'
DRAWN Bl: PA(
2ELdwg
4240,
162r r8fi srftIl, $m 200
Dorftn, 00 mmzlrl (JoJ) 292-JJE6
Frx ($t) m-51r5
GORE CREEK RESIDENCES
LIONSHEAD. WEST DAY LOT
vA ,, il)l-(rRAtx)
VAII, RFSoRTS DNVNI-OPIIF,NT CoNN'ANY
DRAWTNG No: ASK-031 (Asr-o1r)
REFERENCE 1221TC73
ISSUE: 05.16.05
DAIE: 08.22.05
SCA.E: l/'1'=1'-o'
DRAWN 81: P/0(
oo
I
1/a" = 1'-o"
4240
162r tsrH stRtEI, smE 200
otxvtB c0 60202rn (Joo a2-1J88FX (JoJ) 29:l-5r rJ
GORE CREEK RESIDENCES
I,IONSHE,AD, WF]ST DAY LOT
vAIl-. (ioll)RAl)o
VAIL R-ESoRTS DF,VELOPNIhNT COMPANY
DRAwNG No: ASK-032 trsr-orsl
REFERENCEI Tzl 412251411 tC51 427 1
ISSUE: 05.16.05
DATE:08.22.05
scALE: r/a'-1'-o'
DRAIYN BY: PA(
oo
UILDINGS
424(J^
t62t tElH slRET, SUm 200
DOI,E @ q1202ltr (JoJ) 292-JJ88Ftx (rN) a2_J1$
GORE CREEK RESIDENCES
I,IONSHF,AD. WEST DAY LOT
vAll,. (tl)RAD()
\/AIL RESORTS DEVI]LOPM bNT COMPANY
oRAwrNG No: ASK-033 trsr-orcl
REFERENCE: 4233,c61
ISSUE: 05.16.05
DAIE: 04.22.05
SCATE 1/4'- 1'-0'
DRAWII B/: P/U
424(o^
PRoJEcr: Gore Creek Residences
ARCHITECT'S SUPPLEMENTAL Gore Creek Residences
INSTRUCTION No. or7
ro: Mike Cuthbertson PRolEcrNo: 20900.00
RA Nelson & Associates
5l Eagle Road #2 DArE: 08'25'05
Avon, CO 81620 rssuED: 0g.2S.05
FRoM: Pax Chagnon
The Work shall be carried out in accordance with the following Supplemental lnstructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these lnstructions
indicates vour acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplemental lnstruction Title: Mailbox relocation.
Reason for Change: As requested by VRDC
Description of Instructions:
Provide mailbox as described in lhe attached documents.
o Referto ASK-020 and ASK-020A for location of mailbox. Refer to l/A502 for similar sill condition rnd2/A502 for
similar head condition.o Refer to structural details 8A/S3.2 for revised head reinforcing at mailbox location and 8B/S3.2 for concrete wall
columns at mailbox location. Refer to 5/S3.3 for typical steel lintel to support masonry at header and lypical sill
reinforc ing condilion.r Refer to L-3,4 for mailbox specification. Install mailbox per manufacturer's recommendations, and with
manufacturer suggested accessories fbr masonry veneer instillation.
NOTE:
Re. ASK-020A. Boiler combustion air intake to be relocated. New location to be defined in forthcoming ASI regarding additional
boiler issues.
Attrchments rnd Enclosures:t. ASK-020
2. ASK.O2OA3. 8A/S3.24. 8B/S3.25. L-3.4
6. (2) Mailbox cut sheets, 8.5x1I versions of whal is shown on L03.4.
By: Pax Chagnon
Received By:
42 | .r0 ARCHFECTURE tNC
l62l EiSh@en$ Street
Suire 200
Copy To: Todd Goulding (VRDC)
Randy Hart (4240)
Jim Wiley (4240)
Mark Gee (M.N.)
Dennis Anderson (DAA)
ASI File
Denver, Colorado 80202 ,,F ,,omation containod in ttfu message ls paivileg€d and confid€nti€l int6nd6d oily fof the us€ of th€ individual(s) or entity(ies) namedLur 'z'r'r 5oo | 5u 5.tt L.r | | 5 abow. It the r€ader of this mess€ge i3 not lh€ idend€d r6capi6nt you are hereby notified thst any dissernination, distibulion, oa copying of
www.424{h'dlitect,re.co.nthi!co.nmuni5tionis3t|icdyprhibited'|fyouhav€r€ceiv€dth.scohrnUnicationiiefo..p|e6s€notify4z40Aibduio
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STONE CAP
PTD. SIEEL GUARDRAIL AT
TOP OF GARAGE STONE WALL
(PT-OI )(RE: LANDSCAPE)
CONNECTIONw/ HoRN &
ABOVE. RE:
(FDc)
STROVE
FIRE
DWGS.
4240,
162r |SIH $ftIT, SUn 200
Dfi{|tn, m BP02'rE. (J0J) 292-JJEB
F X (J05) A2-JlrJ
PROTECTION
;-;i I l:_::'lt ::, r, ...
MAILBOX
(RE. ATTACHED L-3.4 FOR SPECIFIED FIXTURE.
G.C. TO CONFIRM MANUFACTURERS R.O. DIMENSIONS)
NOTE:
BOILER COMBUSTION
AIR INTAKE TO BE
RELOCATED. NEW
LOCATION TO BE
DEFINED IN
FORTHCOMING ASI
REGARDING
ADDITIONAL BOILER
ISSUES.
gRAwrNG No: ASK-020A
REFERENCE: 2/A5O5
ISSUE: 05.16.05
DATE: 08.24.05
SC,trLf : I /4'-1'-0'
DRAWN BY: Pox
GORE CRE,EK RESIDENCES
L]ONSHEAD, WEST DAY LOT
\,lll. col.()R,\D()
Vr\ll, RESORTS DEVF,I,OPN{I]NT CONIPA\Y
vtgi 23/ 26b|J L1:33 5i u66urO
Monroe & Newell
ED€lnccts. Inc,
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08/21/20Oi TtlE 15:34 (TxlRx No b5ss) Aoo2
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H0RIZONTAL MAILB0XES - cusrou UF-q$lL
FRONT OR REAR LOADII{G
Made entirely of aluminum, Salsbury 3500 series U.S.P S. approved custom horizontal mailboxes are available in fuur (4) dii{erent mailbox door sizes and three
(3) diffurent parcel locker door sizes. Each atuminum mailbox door includes a five (5) pin cylinder cam lock with two (2) keys and a 2'' W x 5/8'' H clear plastlc
card holder (card included) to idemiiy the tenant's name and/or box number. The mailbox compartments are made of sh€et aluminum. 3500 s€ries custom horizootal
mailbox€s can integrate differer* combinations of mailbox and prrcel locker door sizes and include a standard aluminum finish. Matching collection units (5,5
If Frcnt Loading:
Door panel switrgs on a
continuous hinqe, Ane
tnailbox opening is rcquired
for a master postal or
commercial lock and cannot
be used for mail distribution.j
Units include factory installed
3/4" W x 1/4" D ttim and a
solid rear cover.
If Rear Loading:
Mailboxes can be used for either U.S.P.S.
access (master postal lock not require or
private access (master commercial lock not
required)- A,ll openings are usable. Units
include factory installed 3/4" W x 1/4" D
trim and a removable rear cover,
. c[*Fr.$glgrrfr! ..*!s5ioue'itrt
See sanple inttallatian oi pagc ))
ORDERING A CUSTOM HORIZONTAL UNIT
SAMPLE FNOilT LOAI'IN6 UNIT
{trnr r ol shosr)
3 " 3600 A" doors 12 llsablo) 2 " 36O0PL2
1 . 3600 'B' door
2 - 3600 rC' daors
Custofi froot loading unit
with standat"d aluninum fi,lish displayed
! - 3600 '0' door {xith slot and gngraving)
f o'a' f- t' -*-f--- '" -*---l
Note: There is a l/4" vertical space
tf.rlvF.ren door sizes shown above.
MA1LB0X 'www;mailboxes,com fax 1-800-624-5299
3 ) Determine tt " numoe, ot
openings required using
"A", *B', "C", 3nd "9"
mailbox doot sizes and
PLz, PL3 attd PL4 parcel
locker door sizes.
X ) aonfinrr" requirements
to flt a mirimum ol
2W x 3H standard $A',
doors t0 a maxirnum ol
5W x 7H standard
"A" doors.
t9\
.3 | Contact us for rough
opentnq 0rfiensrons or
layout specifications.
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custom hor i zo ntal un its
t'? 'Y Doof ard 16"12" D Comptrtnsn
36oOPL2i2 Parcd Lockot {2 doors high atd 2 docs wld€)13"Wx
FROI{T OR EEAR LOAONG
3600A '' 'A'Door 8nd 1&r/? D cdrDerrnent
36008 | 2 "B' Door ard 1F.U2' D Comparfnenl
360OC tr "C'Doo. snd 161P D Compstm€nt
3600PL312 ParcelLockor (3 dooB high and 2 doors wide)
3dDPL4lr Parcsl l..bd(6r {,t dose high and 2 door6 wide}
coLLECnON UillTS"
36OOC5 ''' Cotl€oiig| thit (for 5 doq l|ign unn)
380OC8'2 Colbction Unit (for 6 door hqh unil)
36OOC7 'r Colbcrion Unit (br 7 door high unit)
SFAFE pAFni / Omoirs
6-12'wi $r/a! H, '
t3"Wx$l/,t'H
8-1/2"WrlG9/4"H
13'W x 1G3/4" H
13"Wx'16-1/4rH
13"WXA-3Y4"H '
Unlt $lrc
21"Wx2$E/4'Hr12'D
21'',WxgS1/4"Hx12"O
2l" W r 4G3/4'H x 12'D
(2) keys...6r2' W r 5-1/4" H
6 lbs.
6 rbg.
12 lbs.
20lbs.
25 lbs.
s4o.oo
$60.0o
$@.00
$80.00
I spe.lty . For lrqnt loeding h3lalla$on
' For r€r loadirg imtalldbn
. Fo. U-g.P.S.;a[ dsllvei], hra8rilot '
. For p|iwle ntall dbubudon Ingialblioo
lo'drt #62a. la hdrl b*o n bu wtit)
@refrfA.wpttCl@
btet rlutl.ldd lotlilg Mt sro
.6rqus f,nFh
tAl trmt accesg coll4don unllq trave an
l8'w x 2$14' H x t2'D tnail slo.aqa cqopstfit€n.
On reat accass ooll€otion (f{te, cusbmsr io supply
mdl .p!tade.
t!oe: Jle pric6 lor cusiom tErizonbl marboros b
p9r lrdivktual opcnlng witlln a unil ard iftlLrdo8 a
door, standard koy lod( lrd codpadrn9nt. Atow
Spgroximatet 2-3 w€€ks lor alElom lrorizonlal
m.iboc ddi\r!ry For $rid(€. ddv{n aaa
pao€s 10 Nod 1l tof sttndard hod.o{td llallbolos.
$160.00
$190.00
60 lbe. S750.00
65lbs. $800,00
70 hs. s850.00
365r
3652
3353
3054
3666 '
367S
3676
#77
3686
3690
3699
$25-00
$35.00
$s5-@
$60.00
add 10%
sl0.00
$10.00
$r 0.00
ss.00,
$s.00
$25.0O
Door - 'A'size relacemenl dm{ and loc|( wth
Door - "8" size rsplacernenl doot dltd bck wl& (2) koys,.,lo" w x 5-1tfr H
Door - 'd size redacemsnt dq and fock lridt (2) keys...&t/z" W x lo4l/4" H
Door . '0' size rsplacemont doo. and hck wilh (2) keys.., l g" W |l &3,/4" H
Cuslom Finish
Ma$s CornrFrdal l. ck - tq iofil lG*lg lrdbo( |'rlit - hcbry i$hll6d itrtor pah& mail dist|{xlion
M&r Commercial t ck " b perc8l bd€a - b.foty lnsbh if h pdval,e rnail dislrilutofr
Maslor Comnnrclal Lak- for tront lodhq coXecdon uI*- hilo.y rgalbd il la p.iEte matl dstrdixr
CcrthafFn fock - g dgt sp.tE kkfi - addih'd F doot - tor i*llatiorE nt s€rvbed bt fE U.S.P.S
Loc* - standard r€placomsnt ior 3800 s€rks dooB . wrth (2) keys
Key blanks - fo. slandard 3600 series locks - bo.\ of {5O)
HORIZOI{TAL IilAILBOX OPTIOT{S . FOR sYsTEtts
14'H
yith . Ct6tonr .ic'a!he oo cdle{tbn {$t [4,:la*i l. :.1 (t3646 - s8-00) ff;,
l'" l-.='-llc!sronrrorsj:e5 i#s#;ftPl **-
,iiy,rf&** J,,,'. "WI
n ti--l iffii$' I il[l " '* I Wi.*, cu,ton horizontat na;tboxes with parcet tocke,s and
. curtoinffni* ffi collection unit wtth gold fit ish #365l, and custom
(f?566 - add ro% to uott prlcc) ffilIffi eneraving G3665, dlsplayed.
. lp€city qotd o' b.oole {h,* I Loc(s
-.6\' ctl3ton .ograEd pld.ardl E Ea.h $aitbc. door inctudes a flw (5) ptn cytird.r.fi #.ffiiffiffr*:l* ffi, [***':::m::'::-" ffi@(d!or will be sotb - no (ird hotd.r) tr,(13668-t3.0or ':!::::::,' wrth spr'ng ratch and autonutic thro\t'of(
. cu*orn .ng'avhq o.r cdre{rbn {r$t ffiF-T-In tl:uur - le.oot l 90 1t686
(r355i - g20.o0r I :?:;Yil i.o*ru,.n --*, "r" be cnaneed bv ot*nrr) t#f;i* '*'t.'i|'*t. Safftdh6ivr 4ontara'Jheatr ot (1oo) E,Br"rd d*, t{or i'l3ullsnla'3not t€rriccd b} lh. U.S.P.S.) t5.OO
* 90 ,t686
(43695 - tl5S0) . Thumb latch {in lllu of 5tardnrd lo.t) : 1-\
(rr6s9 - t3.00) --{\ @. Add(ionnl kryj per 106l whefl ord.rin, {ffill \ \ )
l{ (rrl5e8.sa.oo} (-}-1[U il tr\\
pkrik rLd ho5.r {t3697) to lde.iit dE t.oarr's nam. . Custo.n lo.k ,rrl.ilrtion - 'no5t ity.e5 rccotnrnodatld *(lJ W $
- crlin&r proyidad by fincr - 100 {toc, nfi;. xn
i rir oftl.n upon r.q{4it. L*.1 fiold.6.(rlo70 - f.30.00 " prga 6rl neatt (*i69, - t3,00 rdditiqlal lcr door)a3689 13698
Thu.nb lafr1 Addltio,ral keys
the nalbd cornp$t lrnt5 ard ar! al/llhua 6a an op$on !!on rtq|t3i.( cofip|Ifnrnts ad ar! al/llhua 6a an opdon !!on rtq|t3i. . Keyblanks - ba( ol (50t - lot 3600 satiai '1ffi- lu 13690
(11699 - t25,00) S2.00 Pef ll,
424(o^
ARCHITECT'S
ST]PPLEMENTAL
INSTRUCTION No.034
ro: Mikc Cuthhrtson
RA Nelson & Associates
Gore Creek Residcnces
PRoJ€crNo: 20900.00
Avon. CO 81620
PROJECT: Gore Creek Residences
lssuED: 09. | 2.05
rRon Jim Wiley
The Work shall be canied out in accordirnce with the tbllowing Supplernental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. hoceeding with the Work in accordance with these Instructions
indicates vour acknowledsement that there will be no chanse in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: 12" storm line rcvision
Reason lor Change: This ASI moves the routing ofthe 12" storm drain per RA Nelson request.
Description of Instructions:
Revise the routing of the 12" storm north of the tunnel as requested by RA Nelson.
Attachnrnts and Enclosurtc:
Alpine Engineering ESI #7 dated 8/30/05 and storm line relocation drawing datad 8129105.
By: Jim Wiley
Received By:
Copy To: Todd Goulding (VRDC)
Randy llart (42,l())
Scott Zabriskie (4240)
ASI File
thc irdormailoi contlin€d In thig m6srrga is priMl€96d and corifldmtid intendld o.iy lo.tha use ol lh6 indilidrd(8) of €nliMi!3) nam€d
abo/r. lt thr roadlr ol thl! mo3ssec is not thr int€odcd rocidarn, yoo arc her€by nodlird lhal any dlgs.rnlnadon, d3ldbriion, or copying d
thiE cqimunicdiql i3 stidly prdlibitld. Itycr h.v. cctivcd lhi! cqn.ionidioo in aro., de.!r ndit 4Z4O Ardribcluf.,}rc. imm.ddtly.
,I2 I ,O ARCH]TECTURE INC
161l €lthtccndr Str€.t
Suitt 200
Dcncr. Colcndo &1202
t 303.292.1188 f 303.192.31 l3
www.,l2{hrchltccqrc.com
Gore Greek o
Re sidences
Enginee/s Supplemental lnformation
Ttr Agencyffirm:
Projcct No.: 8425-1.3Jen Babcrrk - Alpine Engincering. lrc.Fmm Name & Firm:
Core Creek Placc
Subjeft 1?'Storm Linc nortl of tunml
lnformrtion:
RAN.A askcd us to review the proposed location of the 12" pvc storm nrn and 2'x2' inlcts that run north of the
tunnel, They rcquesred rhat the line be relocated rc they don't have to tear out any of the exisring shoring to install
thc line and inlea. The inlet boxes were mored slightly and an I 1.25'bend was added to the line. This locares the
storm sewer ctoser to the building and locates it more on top of the sanirary sewer, which may make it more
difficult to dig up the storm or sanitary sewer if repair is ever rcquired. However, it minimizes problems with
installing the storm sewer without removing sonrc of the existing shoring. We have attached a sketch of the revised
line, and have sent the information to Peak for staking.
We are sending you the following Supplemental items:
Thesc are trammined: For Your Use
Copicr Dcccripdon Dete
I ll" x 17'Storm line relocation (20 scale)oE-29-OS
Signed: JenniferBabcock
Copy: Mike Cuthbertson, Mike (haham, Randy Harr' Kent Kriehn, file
Cr\D0.utrEt{.r r l $'rdn$\otnhltll R/lNA'.J-d'il llctri!&r\Tcnpot{ry licBts| Fi!i\OLXE9\ESl-A€l-CCPrlaJ?.{bc
Via:
Alplnc Engh.edng, lnc.
Tctuphorrl 90.9!6'393
r Edwrrdc Busln4rs Cantcr Udt A9
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424c,
ARCHITECT'S SUPPLEMENTAL Gore Creek Residences
INSTRUCTION No. o36
ro: l,like Cuthbertson PRoJEcrNo: 20900.00
M Nelson & Associates
5l Eagle Road #2 DArE: 09'09'05
Avon, CO 81620 FsuED:
PROJECTT Gore Creek Residences FRor,t: Pax Chagnon
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates vour acknowledgement that there will be no chanse in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: Etiminate Concrete Wall and Footing below revised Pedestrien Path
Reason for Change: Ambulance access relocated.
Description of Instructions:
Eliminate concrete wall as indicated on attached structural drawings, in preparation for reconfigured pedestrian path in lieu of
ambulance access pathway. Additionally, do not install the portion of the concrete wall along Grid line A that occurs between
Grid lines 34 &36. Ilstall only the footing for this wall, as the wall height will not be determined until approvals are in place
for the planned access north ofthis wall.
Attachments and Enclosures:
Monroe Newell Attached Drawings-S2.40, S2.41, S3.2
By: Pax Chagnon
Received By:
CopyTo: Todd Goulding (VRDC)
Randy Hart (4240)
Jim Wiley(4240)
ASI File
42 | 40 ARCHTTECTURE rNC
162l Eighreend Srr.et
Suire 200
9:1"f 9]::t -t?9? ,,. ,nlo,-.t* -nr,ainod in tlis m€3ssg6 b pnvrr6g€d and confd€otal inb'd€d or y tor the use of tho indivitusl(s) or s it(i6) nam€dt3o3.2'2'3388f303.292.3||3a6ve.ttttrereeaerorthi5m€65sg€is;otth;int6n-d€dl€ciPient'youarshor6bynolfi€dthetanydiss€mination'distrib(lo,or@p'ngoi
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4240^
ARCH ITECT'S SU PPLEM ENTAL Gore Creek Residences
INSTRUCTION No. o57
ro: Mike Cuthbertson PRoJEcrNo; 20900.00
M Nelson & Associates
-- 5t Eaglc Road #2' DArEr lo'10'05
Avon, CO 8 | 620 rssuED: I O. 10.05
PRoJEcr: Gore Creek Residences FRoMr S. Zabriskie
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: Clarification of Tunnel Roof Waterproofing Design,
Reason for Change: Confirmation that the tunnel roof waterproofing shall be per the Issue 16 base package documents dated
5. 16.05, and not as per previously negotiated agreement between Owner and Contractor where the top layer ofdrainage matt was
deleted for an altemative drainase solution.
Description of Instructions:
Provide tunnel roof waterproofing as per Issue 16 base package documents dated 5.16.05. Reference Details 8/A506 &
F/A506 where two layers of drainage mat are indicated across entire roofdeck.
Attachments and Enclosures:
Issue l6 base package documents dated 5.16.05
By: Scott Zabriskie
Received By:
Copy To: Todd Goulding (VRDC)
Randy Hart (4240)
Jim Wiley(4240)
ASI File
42l () ARCHTTECTURE rNC
l62l Eithteeid Street
Suite 200
OeriYe., Colorado 80202 ,,- ""odhation contain€d in lhi6 m€ssag€ is pri$lsgd and confd€nlial int6nded only for the us€ ot the individual(s) or entity(i6s) namedEJv,'Z,l.J56o|'u5.z72'5||5abovE'|flh€r€sdoroftli6f€s6ag€i5not|h6int€nd€dr€cipi€n!yoUarEhel6bynoli|i€dhatanydiss€mination'distdbUtion'orcopyi|l9
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424C^
ARCH ITECT'S SU PPLEMENTAL
lNsrRucroN No. o5gb Gore creek Residences
ro': Mike cuthbertson PRoJEcr No: 20900.00
RA Nelson & Associates
5l Eagle Road #2 DArE: I l'03'05
Avon, CO 81620 rssu€D: | | .03.05
PioJEcl: Gore Creek Residences FRot't: S. Zabriskie
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Cortract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledeement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplementrl Instruction Title: Revised Tunnel Ventilation, Part lI.
Reeson for Change: Relocation of exhaust air from the north side of the tunnel to the south side of the tunnel per VRDC request.
Description of Instructionsl
The height ofthe westem louver opening shall remain unchanged ( I '-8").
The height of the eastern louver opening shall be increased to 2'-7". The new top of louver elevation height for both
louvers shall be 8116'-1 %". (Bolded text describes revised information from ASI-058a. See attached Building
Elevation Drawing).
NOTE: Because the remaining dimension of concrete wall above the louver openings is too small to be practical,
remove all of the concrete wall above the required opening. The stone veneer will be carried on a steel angle set level
at the top of louver height to span the enlarged openings. Details will be provided in a future ASL
Electrical and FA,/FP drawings are not included as part of this ASL Required adjustments are anticipated to be made
in the field as necessary or to be accomplished through shop drawings as appropriate. If design documentation from
these disciplines are deemed necessary to make the required revisions, please notif the architect.
Attachments rnd Enclosures:
4240 Architectural Sketches - ASK-072, O73, O74. 075,076 ( all date I1.03.05 )
Monroe & Newell Structural Sketches dated I l./l/05 labeled Partial 52.40
M-E Sketches -
By: Scott Zabriskie
Received By:
42 | 40 ARCHITECTURE rNC
l62l EiShteendr Strecr
Suite 200
Copy To: Todd Goulding (VRDC)
Randy Hart (4240)
Jim wiley(4240)
Mark Gee(Monroe-Newell)
Mike Day
ASI File
*ivell9old-aJ9 89m? Th€ infdmat'on cdrrain€d m rhi3 m€s3age |s pivrr€g€d snd contid€ntial int€nd€d only for th€ uss of tho individual(s) or €ntity(ies) nemod
t 303.2911!88 f 303.292.3113 "ti".. n u. ,""c* * tris messaqe is rit nd inrn-ded .€cipien! you are h€Gby notftd that any dbsominalim, di;fibutron. ;; oopyhg ot
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GORE CREEK RESIDENCES
LIONSTIEAD. '$(TEST DAY LOTv lL coLoMDo
VAIL RESORNi DTJVELOPMENT COMPANY
DRAvnNc tlo: ASK-072A
REFERENCE: A005 & AOO4
ISSUE: ISSUE 16 / 05.16.05
O IE: 11/03/206
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ARCH ITECT'S SU PPLEM ENTAL
lNsrRucfloN No. oEz Gore creek Residences
ro: Mike Cuthbertson PRolEcrNo: 20900.00
RA Nelson & Associates
5l Eagle Road #2 DArE (X'06'06
Avon,CO8l620 EsuED:04.14.06
PRolEcr: Gore Creek Residences FRoM: Benlamin Gray
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplementrl Instruction Title: Pedestrian and Emergency Vehicle Access Path Revisions
Reason for Change: Adapt design to accommodate the future construction of the Ritz-Carlton Residences.
Description of Instructions:
See attached ASI drawing sheets and landscape written description.
Attachments and Enclosures:
AS002, C004, C008, C009, L-I,I-2,L-4,L-5, Landscape written description, 52.40, 52.41, S3.1, SSK-32, A102, .A201, M3.1,
ESI,5
By: Benjamin Gray Copy To: Todd Goulding (VRDC)
Jim Wiley (4240)
Received By: Coleman Wise (RANA)
ASI File
42 | ,O ARCHITECIURE rNC
162l EitlEeenth Srreer
Suit 200
Denver, Colorado 80202 ,,,- ,,rfolmalio.! cor{airFd in f|is rno3laoe i5 priti€C.d dd co.rtidor id ini6n& orry fo. fus6 of lhe individud(s) or eility(id) nam6d
abov€. lf tha ,6ad€r of lhis mersagB i! not tho ir fidod ,€cifi€nt you de h€r€by nolifod lhst any di$ornination, dislrihrtbn, or cogying dwww..l2.|(hrch.rtecErr.cornthi!co.rmic€tionbs1'id|yp.ohtfed.fyouha\,.l€c€iwdih3ooinmunica[orrinenw,p|easeno't.tylzloer*riu<t.r
Gore Creek Place
Landscape Revisions
Issue ASI-082, Dated 4-14-06
Sheet L-1, Layout and Materials, East, Bldgs. 1-4
I . Change pedestrian walkway from north of Bldgs. 3 and 4 due to new vehicular
access. Slight adjustrnents to address markers and where flagstone walks meet
pedestrian path to buildings 4,5,6,7 and substantial change to building 8 area.
Slight adjustment to wall adjacent to pedestrian / ambulance path in front of Bldg. 3
2. Extend flagstone paving from top ofcentral garage stairs south to meet pedeskian /
ambulance path which shifted to the South in this area. Move a light bollard to this
location, previously located (l of 3) at 4' walk from the Marriott.
3. Move Path Light Bollards to relate to realignment or 4' walk from Marriott.
Sheet L-2rLayott and Materials, West, Bldgs.5-8
4. Add 4 recessed step lights to the new stairs at Forest Road.
5. Remove stand alone Mail Box unit located north of the pedestrian / ambulance path
near Forest Road. Replace with build in Mail Box unit located in south wall at
garage door, per ASI-17.
6. Shift the locations of the Path Light Bollards at the west end of the pedestrian
/ambulance path and at the bottom of the new steps at Forest Road.
7. Remove access bollard (to match timber TOV bollards) at west end of pedestrian /
ambulance path at Forest Road and relocate to end of hammerhead in front of Bldg.
8. Remove railing on top of wall at north tunnel entrance, north of Bldg 8.
9. Revise top of wall elevations for the address markers and walls north of Bldgs. 6, 7
& 8 and adjacent to the revised pedestrian / ambulance path based on revised civil
elevations.
Sheet L-4, Planting Plan - East, Bldgs. 1-4
10. Shift plant materials east of new vehicular access from Marriott. Change sod to
mulch bed between new path and access paving.
I l. Shift plant materials along pedestrian / ambulance path due to realignment.
Sheet L-5, Planting Plan - West, Bldgs. 5-8
12. Shift existing plant materials do to realignment of pedestrian / ambulance path with
no changes to quantities or species.
13. At west end of pedestrian / ambulance path, north of Bldg. 8 add I | 2-l/2" Caliper
Aspen, 4 Spruce (2-10',2-12'), 16 Snowberry, 13 Red Twig Dogwood, , 7 Woods
Rose.
Landscape Revisions for: Issue ASI-082, Dated 4-14-06
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Monroe & Newell
Engineers, Inc.
P-O. Box 1597
70 Bcnchmark Road, Suite 2O4
Avon, Colorado 81620(970r 949-7764
FAX (970) 949-4054
EMAIL avor@ mo.uoe-newell.corn
TITLE: TUNNEL FOIJNDAfiON PLAN
DNTET 4/r112006
SCALE:3/4"=1'4"DRArJ/N BY: DFL
4240-
ARCHITECT'S
SUPPLEMENTAL Gore Creek Residences
INSTRUCTION No.084
ro: Mike cuthbeftson PRolEcrNo: 20900.00
RA Nelson & Associates
-r--*^:i;3+ Etts Rord+l?* DArE - 0{.1 1.06
Avon, CO 8 | 620 rssuED: 04. | | .06
PROJECT: Gore Creek Residences FRoM: Jim Wiley
The Work shall be carried out in accordance with the following Supplemental [nstructions issued in accordance with the Contract
Documents without change in Contract Sum or Conract Time. Proceeding with the Work in accordance with these [nstructions
indicates vour acknowledsement that there will be no chanse in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: Tunnel Door Revisions
Reason for Change: This ASI revises door swings on (5) five doors in the tunnel.
Description of Instructions:
Revise the door swings on Doors T04, Tl9A, Tl98, T37A and T59A. The existing frames are to be utilized and installed in a
reverse position. Doors Tl9A, Tl9B, T37A and T59A are to have hinges that allow a 180 degree swing, so that the door will
be against the wall when open.
Attachments and Enclosures:
None
By: Jim Wiley
Received By:
Copy To: Todd Goulding (VRDC)
Randy Hart (4240)
Scott Zabriskie (4240)
ASI File
42 | ,O ARCHTTECTURE rNC
162l Eighteendi Street
Suite 200
Denver, Colorado 80202 ,,,. ,niomation containrrd in this messago is paivileged and confijantial int€nded only foa lhe use of th€ individual(s) or 6r{ity(ies) named! Jvr'ztz rJoo rJvr.r'..Jrrr abov9. lf lho r6ad€r ot this msssage is not tho int€nded r€cipient, you ar€ hereby notii6d that any disg€minaiion, distribulion, or copying of
www.4240arch|tecture.comthi9communica|io.lissl'ict|yplot|ibi6d'|fyouhev6r€c€ivec,ihiscoinmunicationin€lrd'p|easenotify42/4och[€
424()
ARCHITECT'S SUPPLEMENTAL Gore Creek Residences
INSTRUCTION No. o87
ro: Mike Cuthbertson PRoJEcrNo: 20900.00
RA Nelson & Associates
5l Eagle Road #2 DATE: 05'17'06
Avon, CO 8 | 620 rssuED: 05. | 7.06
PRoJEcr: Gore Creek Residences FRol4: Scott Zabriskie
The Work shall be carried out in accordance with the following Supplemental lnsiructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplemental Instruction Title: Tunnel Exterior Entry Lighting
Reason for Change: IlljlpWlEBIlQgZZS, toAdd f,xterior Lighting per VRDC request.
Description of Instructions3
Add exterior lighting as indicated by the atlached Sketches.
Attrchments and Enclosures:
ASK.O95
ASK-096
RSI.4D
Luminaire Soec Sheets
By: Scott Zabriskie
Received By:
Copy To: Todd Goulding (VRDC)
Randy Hart (4240)
Jim Wiley (4240)
ASI File
42 | 40 ARCHITECTURE rNC
l62l Eighteendr Sareet
Suite 200
-^^?:1"-"::t"l::j:P191 Th6 informerim contained in lris m€ssago is p.rvrroged end confid€ntid inr€nd€d qlly for th6 use ol lh€ individual(s) or 6nliMi€3) namodtJulztlJJEU lJuj.lvz.JllJ abo\€. ll ths reader of this messago i6;ot th€ ir{€ndod rcipisn! you aro h€reby notif€d that any dissomination, distribulion, or copying of
www.4240architectufe.comthiscommunicalionisstrictyprohibitsd.|fyo!haveEc€iv€dthiscdnmUficetionin€rol,p|oa66notlr42/40Arrhi|ectr,|nc.immdiab|y.
STONE CAP
RNER
SHED ROOF WTH
STAINED FRT WOOD
SHAKES
PTD. SIEEL GUARDRAIL AT
TOP OF GARAGE STONE WALL
(PT-01)(RE: LANDSCAPE)
4240,
162r r6rH srREEI, $'m 20
00rfi. @ f,nmtEt (JoJ) 292-5J!6
F r (JGr) A2-y rJ
coNNECTTON (FDC)
W/ HORN & STROVE
ABOVE. RE: FIRE
GORI] CREE,K RESIDENCES
LIONSHEAD, WEST DAY LOT
\ lt (:()L()RA|X)
vA.L RI,JSORTS DIJVUU)PMUNT C-OMPANY
DRArrrNc No: ASK-095
REFERENCE: 2/A105
ISSUET 05.15.06
DATE: 05.08.06
SCALE: 1/'l'-l'-O'
DRASN BY: SZ
NOTE: RECESS ROUCH-IN BOX
FOR TRACK HEAD FIXTURES INTO
DECORATIVE WOOD BEAM. RUN
ELEC CONDUIT ON TOP OF BEAM
OR RECESS TO CONCEAL FROM
VIEW.
STOR.T-rd-l .otr,|ili*og
(rrP.)
4240.
1021 lAH STRET. CnE 200
EaiIR. C0 6@2la (Jo5) 42-3388fx( (JoJ) 292-5IJ
GORE CREEK RESIDENCES
LIONSHEAD, WEST DAY LOT
vAtL(:()u)RAIX)
vAlL RIISORTS DLiVIILOPMUNT CoMPANY
'-o 1/2"
DRAtrrNG No: ASK-096
REFERENCET A00B
ISSUE; 05.16.05
D IE: o5.Oa.Os
SCAE; 1/E -1'-0'
oR wN B/: SZ
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GORE CREEK RESIDENCES
UONSHEAD. WEST DAY LOTv rL eoronADo
V,UL REsCIRTS DEVELOPMENT COMPANY
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REFERENC& rsr-oo7 (ElJ)
ISSUE: 06.026.05 l33uo 16
MIE:06.10,06
scALE: I /8'-1'-0'
OR,AWN BY; SRR
424c^
ARCHITECT'S SUPPLEMENTAL Gore Creek Residences
INSTRUCTION No. o88
PRorEcT: Gore Creek Residences
PRoJEcrNo: 20900.00
DArEr 05.17.06
ISSUED: 05.17.06
rRoM: Scott Zabriskie
The Work shall be carried out in accordance with the following Supplemental Instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these Instructions
indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time.
Architect's Supplemental lnstruction Title: Tunnel Entrance Headache Bar
Reason for Change: [U_fjggg9.!q-8&09j!99, Add Tunnel Entrance Headache Bar per Fire Marshal request
Description of Instructions:
Add Tunnel Entrance Headache Bar as indicated by the attached Sketches.
Note: ASK-098 shows the location ofthe headache bar in the east/west direction in order that it will receive adequate lighting
from the track head light fixture above.
Attachments and Enclosures:
ASK.O97
ASK.O98
ro: Mike Cuthbertson
M Nelson & Associates
5l Ea$e Road #2
Avon, CO 81620
By: Scott Zabriskie
Received By:
Copy To: Todd Goulding (VRDC)
Randy Hart (4240)
Jim Wiley (4240)
ASI File
42 I ,O ARCHIECTURE INC
l62l Eithteend Srre€t
Suite 200
.^.?:1"."::"1::1d""^.89191 The info.metion contain€d in t*s messeg€ b privir€ged and confid€ntiat int€ncled mly ror th6 us€ of lhs individual(s) or entity(ies) named| 5vJ.zt z JJ66 | 5u5.tt L.J | | 5 above, lf th€ Bad€r of this messago is not lhe int€ndod recipien! you ars h€reby notfiod that any dissemination, distriblton, or copying of
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PTD, STEEL GUARDRAIL AT
TOP OF GARAGE STONE WALL
(PT-01XRE: LANDSCAPE)
NECTTON (FDC)
w/ HoRN & STROVE
AEIOVE. RE: FIRE
OTECTION DWGS,
ll=llt="'- '
NOTE: RECESS ROUCH-IN BOX
FOR TRACK HEAD FINURES INTO
DECORATIVE WOOD BEAM. RUN
ELEC CONDUIT ON TOP OF BEAM
OR RECESS TO CONCEAL FROM
VIEW.
4240
r02t t6IH stFfr, suIE 2m
06rfr. @ &202rB (Jdr) 292-JJA
F r (JCr) 29-Jr rJ
GORI] CREEKRESIDENCES
LIONSHEAD, WESTDAY LOT
\"uL (I)U)R.llX)
VA]L RL'S0RNi Dl:VTJTTX>MUNT (IOMPANY
DRATvTNG M': ASK-OgB
RFEREIICE: 2/ J05
ISSUE: O5.16.06
DATE: O5.17.06
SCAE: 1/4'-l'-O'
DR Wf| BY: SZ
oo
039
040
041
042
043
044
045
046
o47
048
049
050
051
o52
053
054
055
u3b
057
058A
0588
059
060
061
061a
061b
062
063
064
065
UOf,A
0658
066
067
068
069
069a
070
07'l
072
0724
0728
073
074
074a
075
076
077
078
07s
080
081
082
083
0834
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.23.05
09.26.05
10.03.05
Buyer selections and upgrades for Unit #2
Buyer selections and upgrades for Unit #3
Buyer selections and upgrades for Unit l*4
tBuyer selections and upgrades for Unit #5
lBuyer selections and upgrades for Unil #6
Buyer selections and upqrades for Unit #7
Buyer selections and upgrades for Unit #8
Buyer selections and upgrades for Unit #9
Buyer selections and upgrades for Unit #10
Buyer selections and upqrades for Unit #1 1
Buyer seleclions and upqrades for Uni!t12
10.07.05
10.07.05
1 1.01.05
11.03.05
Buyer selections and upgrades for Unit #13
] Buyer selections and upqrades for Unit #14
Buyer selections and upqrades for Unit #15
Buyer selections and upqrades for Unit #16
UNIT #15 spa location.
] noo an erea Drain in Fan Room #! area well
Unit #16 soa location
Unit #16 Stone Pier Position Adiustment
Tunnd Roof walerproofi ng
Revised Tunnel Ventilation System - Part I
Revised Tunnel Ventilation System - Part ll
' B unil Master Bedroom AC Air Supply Revision-mechanical sketcheq
B unil Master bedroom wall revision for AC supply-Architeclural sketches
]BuyerRevisionUnit#2Greenhi||(CQf1andCo#2)
additional buyer changes
switching at master bath-unit 2 Greenhill
11.01.05
'12.21.05
12.22.05
11.31.05
11.03.05
't 1.11.05
12.12.05
12.14.05
1 1 .06.05
1L07.05
11.18.05
12.22.05
1 1 .18.05
1'1 .15.05
Handrail larification
Hot Tub Spa Colors
Revised Ln / Panel Locations
Buyer Revision Unit #8 Sauvaqe (CO #1 and CO #2)
unit #8 accepted bar upgrade.
Unit #8 Final Buyer Changes
Revised Lighting at Upper Level Intermediate Landanq
iqs bq!]t changes to wall due to mechal|!Q3! ductinq-buildings '1-4
proposed valance detail
buyer Fvisions Unit #3 (CO1 and CO2)
unit #3 additional revisions
buyqr revisions unit #5 (COl and CO2)
buyer revisions unit #7 (CO1 )
buyer revisions unit #6 (CO1)
location of conduit for art liqht
Statement from M-E reqardinq art liqhting for unit 6
buyer revlsions unit #4 (COl AND 02)
Unit '8" kitchen ceilinq reconfiguration
unit A and B revised kitchen RCP
i but;; ievisions unit #1 (co1)
i Addendum #5, lssue No 16 are base dralvings for MNA'S contract
L Revis€d Stair Newel Post Design and Lqcations
Unit I and 2 TOV comments-addressing AV closel issues-deck locatiql
ESK for bar locations that have the insta-hot teature.(unit 2)
Relocate north wall of "8" Unit Kitchen! to accommodale Slifer casework
I ]lssue revised qrading at Marriot south side walk.
, Revisgd Pedestrian and Emergency Vehicle Access Path, Ramp and Slair4.4.06
4.06 06
4.18.06
12.14.05
12.21.05
12.01 .05
11 .21.O5
12 20 05
12.2.O5
12.05.05
2.08.06
't2.21 .05
3.27 .06
3.27 .06
4.14.06
4.06.06
4.18.06
I . Relised Chimney Cap'l per Bldg Dept, req'mt. Cap 2 & 3 included fet ilfo
Revised Chimney Cap 3 per Bldg Dept. req'mt.
- C A lt (,-trtt '-
; .' .<)1t' :..;
:
424ro^
ASI LOG I
I
L,l
Gore Creek Residences - Tunnel
Description/Comments
Marriolt Drive - Parking Gate Relocation
Marriotl Orive - Ramp Configuration Maintaining Min- 7-0" Clear Headroom
Marriott Sanitary Sewer Service Manhole Layout Modification
Marriot Parking Garaqe Entry "Headache Bar"
l-jtidl&.l,IAl.*.F-
rouqh openings in precast panels.
Added residential unit storaqe spaces and corrected window dimensaons.
Residential unil storage: Additional Elec., FA,/FP, Mech, and room finish
info]mation
Coreclions to Window Types L, L2, and Q.
Added heat to added residential unit storage spaces (to prevent FP freeze)
rBuyer Revision Unit #14 Klutznick (CO #1 and CO #2)
Buyer Revision Unit #14 Klutznick (CO #3) ff hul Electroniqs)
Buver Revision Unit #14 Klutznick (CO #3) (Additional Revisions)
, Buyer Revision Unit #14 Klutznick (CO lt4 and #5)(Additional Revisions)
Buyer Revision unit #14 Klutznick (CO #5) Sqund attenuation
53 and 57 Liaht fixtures
Buyer Revision Unit #11 Castletop (Co #1)
Buyer Revision Unit #1 'l Castletop (CO #2)
Buyer Revision Unit #10 Orvananos (CO #1)
Buyer Revision Unit #1 5 Sepic(CO #1)
Buyer Revision Unit #15 Sepic (CO #1) (Modified Package)
Buyer Revisions Unit #15
Lu
Shower Door Swinq Orientation
Revised Mech. intake and exhaust to match Arch. Elevations
tunnet Eo er Ftue Ketocal|on
Ramp Slope Clarificaton (2/4305) --
Provide elec.outlet for future heat tape at roof areas near skylights. (Buyer
Revisions to units #15 & #14.
Provide ADD/ALT pricing for heat tape, gutler & downspout at roof areas near
skvliqhts. (Per Buver Revisions to Units #15 & #14 onlv.)
Build #4 - Concrete wall blockoul
Mailbox Relocaiton
Revi:ied FireDlace Mantle
ASI No.
001
002
003
004
005
7
Date I lssue Date
1 1.15.04 1 1.15.04
11.19.04 11.19.04
12 03.04 1 12.03.04
12.15.04 " 12.15.04
01.13.05 01.13.05
06.21.05 06.21.05
07.13.05 07.13.05007A
ooTB
.-407€
07.25.05
xxxxxx
07.01.05
07.25.05
X)o(xxx
07.01.05
07.22.Q5
08.23.05
008 I
008A
0088
008c
09.16.05 09.1 6.05
ooSD
009
010
0104 I
I
BR10-01
011 i0l1A l
011 B
1'lcnt2
G.911-': I
0't4
nr 6
BR15-01
07 _22.05
08.23.05
BR15-014 09.12.05 09.12.05
I
I Revised top of guardrail height at tunnel north stair.
Clarilication of exterior light fixture sconce locations
Buyer Revision Unit ttg Ruting (CO #1)
tBuyer Revision Unit #9 Ruting - Mechancial Air Transfer
Additional FA,/FP requirements below Residential Stairs.
Additlons of hose bib at lower level Datio of each unit.
Exheust fan access panel locations
Eliminate Plumbing Penetration at Party Wall
Retaining wall East of Tunnel
tRevised BIdg '1 Steel Shop Drawing Dimensions
Revised Mechanical Ducts Routing
spa upgrade revisions
Stone Header at Entry Doors
Added & Corrected Liqht Filtures at Unit B Exterior Decks
Correction of electrical plans issued with ASI-031
Stru,:tural Framinq for stair at main level of all Units A and B
#1
r LFinal Gas Meler Localiols - RevisedLI2" r;torm Line North of tunnel
Revised Baseboard Details
Pedestrian oath in lieu of ambulance access drive from Forest Road
.:nt BY: 4240 ARCHITECTUBE
R,A. Nblson & Associates
PO; r 5400
3U3:l9Zb5 ,4 ;
Pbone: ?48-?643
Frr:949-4379
rvldy_c'uu v' I ua'trtrt
RGQUEST III-FORMATION
.) 81630
No.00024
n fLE: Mechanical Room Layout
PROJECT: Gore Creek Place
TO:Attn: Pax Chagnon
42140 Architects
162l lSth Street
Suitc 200
Denver, CO 80202
DATE:3i72/2A05
JOB:
STARTEDI
COMPLETED:
REQUIRED: 3/29/2005
E
REQUEST:
Please provide us with a Mechanical Room layout for all Mechanical Rooms. We need to make sure the
clectrical paoels have enough cleamnce to rne€t code reguirements. We will need 36" clear out front, floor to
ceiling and approx. 45" along the wall.
F€.. enc'r{a ?* z$ a. )fta.rv\
t'4--z a)h
Rer I
--.-, -GO!
E:F.rril|| 3
J By:R.A, Nelson & Associatce
Coleman D. Wise
By: 4240 ARCHITECTURE INc;
t_r
L
a'oA.
DOIIN
t/.'HllJglR
--r---
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EGIJIFtrlENT.
l7u-eE^ffiNeru.nrc,.
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RM2.3A
303292U5/4 ;May-c-uc
By: 4240 ARCHITECTUBE INC;3032926574 ;Page 414May-5 - 05 9:20AM;
TER FILTRATIA.I
EAUIFHENT.
,-t "rze'Flll9lR
/-\
iE/n-aax?tfrs€R5. n€.
tJ w,llumtar<uatfr dt lt
D, u,fp$?ffi\@.wn,
Tn,onwy f#,afirgwn
trar F.
M2,38
R.A.NTLSON
FORINFORMATION
No.00028
t .
"est
Forest Road
\arl. CO 81657
Phone: 748-7643Fu: 970-476-7882
TITLE: TratAc rated J-Box
PROJECT: Gore Creek Place
TO:Attn: Randy Hart
42140 Architects
1621 l8rh Street
Suite 200
Denver. CO 80202
Phone: 303-292-33 88 Fax: 303-292-31 l3
DATE: Ul5n005
JOB:
STARTED:
COMPLETED:
REQLIIRED: 4/22/2005
REQUESTI
Is it possible to install a raffic rated junction borr in the ground on Sheet Est.2 @ grid I 3'3 & T25.'farkinc?
-d;P u-'a-.xrt} " Fu.-t-' -w;' lpo- c,>*,ost'p' ft '212' os )
A,flF€-tD LL\T {'tl€[fi-' '
ftn-nerted By:R.A. Nelson & Associates
| _,:
Coleman D. Wise
.,.tpodilro O
-i{rxrfV RATcD PL{LLBTX 6 K({i{Ad}1.,tr"k'{-R T)
W r/'rf-s
Drtc:
M-E ENGINEERS INC
'asrcqizaas l5:s7 7195368637 O
--,o..rgi'EIE r\r-E ENGINEERS, lqc''il il- ''' :;'^,;;LAND ELECTRICAL\Iry MEilr coiiiiliirHc ENGTNEERS
FA)(TRANSIIITTAL
DATE:5/4/05
TO: Mike DaY
PROJECT: GOTE CTEEK
ir*:;ffies+l;:mr,n+'"^.
g;war.
,aain drfut lener. ll
J,nx"? I?"3Hl, s"IJrn
ai n drive rener'
FAX NUMBER:
FROM: MichaelWallace
PROJECT NO: W04007 00
CC:
Oocumtnt orBinal F Wiil or n will NOT be ma[cq
T:\Snodrrd Formr\WORD FORMS\Maater Fax Tranemittal Logo & Footer'doc 6/42005 3;07 PM
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71e5360o IVI-E ENGINEER' '.
PAGE 04
Ounzrtg"
U[ LI$TED PROIIUCTS
$-nuw;**,-@tTlilfiiiFnues--.-'lll{ifi'u'.' EZ
A5tA4/26A5 15: B7 7195364
lld b ?dtrfi 0rncntd?
Polymor oonorole ls made lrom sclocuvoly'oradcd eggragalss
in comblnatlon wlth a polymer resln system. When combln0d
thmugh a proceee of mixing, moldln0 and curlng, an exlremely
powcdul cross.llnked bond la lormed. Prccast polymeloonorem
is relnlorcod wlth flberglass for excepflonalstrcnofi and rlgldity.
mt|b. Polns Gmsotf?. Utmr.lltt- 1/10 to 1/3 ths weight 0f concreto
. llltl tlrmltl - compresolve, flexural end tansils
suongths ftrae to five tim6 hiOhtr 0tan tradilional concrete
. lalod Mhtlm G.ib - easy to handle, n0 sp€clal
equipmant required
. fhbh llltrr tno/ftrr Godltlonr
. l|.d ndri||t -Iested per ASTM 0.2441
. lor lrlar llrlrltlq - l€ss fian 1% p€r ASTM 0-570
. Ganorll| lcrirtrlt - r0slstant to alkalinos, acids,
'r/safiiring and oth€r forms 0f dcteriorati0n
. Cxt Effldlr. * outperlormg convtntlonal matcdals for
longer service afld lowor llfo cycle costs
. lhr"f,rmnllr - wlll not support combustlon
. lfor-audrtln - no groundlng requlred for the box or
cover
M-E Er.Gr.EERs la PAGE 85
lrboduotlor
For more than 25 yoars, QUAZ|TE ptGca.sl polyrnel concreto
products havo beon used by utilities arul contraclors lor dunble,
cogt-ellccWe sppllcations. 0UAZ|TE oncompasses a broad
ranoe of under0round ulillty producls including: ssrvlce boxes
and handholoe, watar mcbr boxss, sleclrical equlpmont padB,
tslophone cebin€t padg, CAW enclosures, box padg and trafflc
signal bases,
0UAZITEo is a producl of Strongwell, the nation's lar0o6t
precaster ol polymer concrelc. Manuf acturi ng/dlstribution
benters In Lenolr Clty, Tennessgg and San Jore, California
provide nadonwid0 servico and promPt delivery.
Enllrrrlrt
Reqlstersd professlonal enoineorS ara od hand l0 as8i8t with
dcal0n, spoclllcation dsvolopmont and rovlcw. Full CAD
oapabilities ate availablc and can be used to alectronically
tranrmlt drawinos and files to you. Product drawlngs and
specifioations arc available on c0'R0M and/ot can be
downloaded lrom our wsbsite:
ww.sblngwdl.Gom
0tdltt lrnruor
The Ouallty AsEurancc sbff at eaoh OUAZITEo manulacturing
laclllty assures ploduct conslst€ncy and conformance to
cuslomor spociticatlonS, Tho tost labs and manufaoturing
procossos et all 0UAZITEo faoililiee are UL csrlifiod.
lylml Php!ilhr of oUlaIP Polynrr Gilcnh
ldcehillsal Ptoprdlo
. ilodduof chddty I to 2,1 x l0' PslcomD|l$in3wh s,0G15,000Fl
FLxunl s!.mth 3,{100{,000 Pd
lrpnt onorgy 30.72 ft{bo.
lbillb rrl|noh 80D1,100 PC
Hryrl3|l Ptltrnhr
Fn@,!nr, r*Ef,r{2rF/o qpb) No tlonlfiornt ctEngc
DeildU 8S150 [|.ictr.ft
Bsool tladnesr 45
Coofrclrrl of frldlon (cotcm) Cru& tlxtn 0.5
WEhAtBorglim. trct fian l!6
G|||nlCll R|thhrc!
1bd!d accordl$ 10 $c nquircmcnb of A8lli Msiltod D'613, Secllon 7,
Procrdun I lor clpmlcrl rsililm, urhg tlr lolh$ng cheDir|ls h tho
concantrlirF nolcd:
QUAZITEo Products for Underground Gonsfrucilon
ct{EltcAt
$qtiutn Cltori,r
sulfirh Apld
It^fod otlo Adtl
Sodlum HtdttDdd.
colc$fiR noil
5ti
0.1
0.2t{
0,1t|
Frrrrllc rlllnr 4l$dh eorltt '|rlftl.rh
rmr, Pln|.
ciaal $tl
'|rt
l..rl 0t fifltro ntn rrt{l|. |tt $rllla Frrat6.&cu{.nlt a tntrr lrr r lc rehletrd It rln| malarrd trhr, trlrifi rr dfi! ]rliloo{ndr. rtrd h ltllorh! ll| .e.nll
cotrfon i tl.
B,/84/2ass 15:87 719s36g,l,l-E El.CIl€ERs IO PAGE OE
Thc elpcnieal industy has not hd a natbnal standardfot
inground spllce borcs , , . antil nowt
STROIIGWEIL Intruduces
0UAZITE@ Borss with a UL Llstlng!
"f Stilr - Shckable,r straighl sldsd box assembliss for applicationa roquirin0 stmnger design loads.
PGI ll8
PGl324
PGl730
PG2436
PG3048
ll" x 18"
13" x'24"
17" x 30"
24" x36'
30t'x 48"
12", 18"
l?" 18"
t?" 18" 22"M:",2l'"W'
l8', 24". 30",42
19,24".,36'',
"iG" 8ty[ - Stackable stnhht slded service box assemblies designed with handholor for sasy handllng.
PC0608
PC08l8
FC11l8
PCt2t2
rcn2A
PC1730
6'r x g"
8" x 18"
6"
ll" x 18" 1?', l8*
12" x 12"
13" x24"
L7" x10'
12^
IT'
12"
-Pl- liltlr - Ncstablr, flared deslgn service box asemblies for rtronger design load applications.
vft324
PT1730
13" x24"
17" x 30'
r8'
18"
?f'3$r - Neshble, llarod dctlon 80Mc6 box assemblles.
PXt324
PX1?30
13" x24"
17" x 30"
16"
16',
W|ty UL Llrtlng fior Undctgmund Encbrutes?
The components you put into your electrical systsm ns0d to be sale and risk free. N0 ons wanls t0
be responsible for an accidenhl eloctrocullon from a collapsed box or energizod cover. A UL Listed
product has boen lhoroughly tested and qualified to ensure sefe and refiable pedormance. 0nly the
most dunablo products like 0UAZITEo retain fisir strustural integrity and are Usted. The oUMlTEo
boxss and cqvors llsted above passed UL tests and reguiremonts for all lhe following criteria:
. UV Degradaton perA$TM 0-53. Fire Resistance per RU87 CFB 1 755.S10 & WUC 3.6 section 5.2.7. Chemlcd Hcalstance per ASTItt D-543. lmpacl Resls€noe per ASlil ll24tt4. 3 Po6ltl0n L0ad R0quirom0nB per SCTE Coaxial praclicm Sectlon 5. Coelllcbnt ol Fdcdon using Horizontal Dynamometer mcthod ASIltl C 1028. T00l nqulrod to remove sovor per WUC 3.5. Adfdila-S;r"ioo pef fiUC a.e * Asru . A,troi"onsarcitty lorTniry and t a@idt. WarcrAbsoryrion prirWU0s.o ,;/^'.ffir;,#::# "-
WUC - Wc*m Un&rfmtpl Cottudntt
SCIE - 9mhty olcekkhcoonnuicatin* Eqin<tn
65/g4/2gA5 L5:67 71953680
Enclosurc $slectlon Guldo
tlsing Thlr $alacllon Suida
Follow the stepe oufllned In thls guld0 to
sslect the enclosure for your application'
The3e stops wlllhlG you through the typical
decisione necessary to dchrminotfis propsr
size and style endosurel0ryour appliatlon.
Ths UL Listed enolosureg are highliohtod
lhrou0hout thls s6l0cthn ouide to h€lp in
ldcntitying &sm,
Detalled product drawingg follow lhc
selectlon ouldc. All uL Listad ouMlTE'
produots are lisled h€re by sizo and stylo.
For more infomaUon or for answ€ts lo atry
questlons you mloht haw, call your local
OUAZITEO reptessnhtive. Dotailed produci
drawlngr can bo downloaded lrom lhe
oUAZIIEO CD-RoM or trom tho Strongwcll
wsbsna:
rw.rbll|rdl.om
M-E EFT3TNEERS Io PAGE g7
To Select the Enclosure You Need for Your Application:
1) 0eiaminc UL Eaquirrmnlr
D Determine Load Ratinus
$ Determine Handhole 0pening Ske
O Selecl Cover Seiles & StYlo
lD Select Box Stylo
D Detormino options & Hardware
I u, u*rd Enolosrar
0UAZITE. is tha flrst in tha
industry h be abls to oflor a UL
Lishd undat0round enclmurg. UL
Lbted handholes and spllce bo)Gt
havc bcrn tcsbd &nd csttilled h
rigorous nallonal sataty
standardr. Thls ensures lhal tho
underground enclosun is safe
and rbk tros.
Most QUAZITE. underground
onclosures in sizes up to 30" x48'
ar€ UL Llsted, Theso Ploducts arg
cloarly marked with the UL label
on both thc box and the cover.
UL Listing assures strlcl
complianco with $CTE and
Welern Underground provisions.
Fedsrally tunded electrical and
telecom prolocb, Es well at msny
stato and munlcipal ProlBcts,
generally lequira fic uec of a UL
Listed product whonavrr ono i8
avsilablo.
Higffigttttt r@t indwfr uL LMhg
!e2
uflnfrf,Undqcdtgs Ldtqratod€s Inc.Card I of I
uL Linine ctnt
s?i/84l2sa5 L5zo7 7l9s36sBO M-E Er.$il.€ERS re PAGE 68
Enclosure Selectlon Gulde
T0 Select the Enclosure You Nood for Your Application:
D Determine UL Reguiromonts
D 0stsrnin! Load latings
O Dgermine Handhole oPening Size
S Select Cwer Series & Style
lD Select Box SlYle
D Determine 0Dtions & HardwarqN toad Rrtlnr
Tirr designadons aro usod in $e undsroround on6^losur0 .industry to aid in specitying the^ p-erformance 0t products. The Tler
il;t;i n-t;r;r ir a nominat dxign load ftmes 1,000 pounds (ie; Tier I = I x 1'000 lbs. - 8,000 lbs').
All Tier loadings will have a conesponding ted load which is at l6asl 50yo gleatol then tho d$lo.n.load' The maximum deflection at
in, i|tr*irl l*itn toau srrarr ue itz inci tor vertical lssts and 1/4 inch per foot ol lenglh for hleral lests'
lfdr: U[ TieEbrludntingsarelistedinthcchattbetowwitlr-thcpropetQUMTFenclolura.lorthdssntlngs'.Notc:aWTPii;'i ;i;;;i'i;,6-;;;'i;;niriiiil'i'ii,i'iiiiFiiii it iii'i'niuir'iments and are accephbta under this desisnatinn.
Anllortlon flffi I $trtlc Urileal thod lral lrtinF
finr trdltor Ttdl|| is required to dstormlns how a prnduct wlll perform in actual_uge..ln oldor to qualiry a product't
prrfoir.*r't rt toaOinO shoulO be porlormett at ths lamial runter of tha longest sidswall, atltre vertloal center of thc longest
loiiliii, ,n-o.i rhevertl-cat in thr cehtq ol tho covcr. 0uMlTI. prodrrts havo bson tssiod to eaoh of the tfiree poslsons as
roqulrud bV UL and all have met or sxce0dod lh€ r0quiremonb.
-fmmpn*lcf,rl.d Hb-
(ntn')
Q,ttrI?nrl od|rlad t6tlrd
(nln.)-lflrlrllrp
nEi I
Sidrs[lk aotlisalion! Ytilh r
i.letv lrctbr tot occarlonel
non.(Hbante vlnbulr tl!fl lo
5tm0lt6.11,284 lbr.lffir 1300lb&11,284 lbt,PX 131C4-, FX I i.:Uq, PU I Jaz+' or
PC 17Y3tr Stvlo 8or end Covcr
Aosombler whh Sundard Covcrs [0])
and Strnd{rd Coven wio Bols (tff)'
TET '8,001) lb!.12.m0lbs.Anv pc and pT gM. 961 ud Cove]
Asiombly (p to 30' x 48' ild PC ,tYlc
ln shr3 61(f. I'rl 8'. I I'x l I sd'ffxl? whh Etrndrrd cdwt! (3$.nd
Sbndrrd Covcn n/o Eott (Ul)'
nnl0
orfu|rvry, pe lng tof, a of{otd
mtllcrdom ruDhcl to
oi:irDlond norddlb$Ntr
vghloular rdlo
10,400 lb6.22,56E lbt.TEn 15 15,flt0 lbs.22,58E rb|.PG .nd PC gtlr Box and cow'
A|scmbllrr uo b 8O' x,l8' t{fti
Herw Duty Cirw'! ([t).
nilz 22,568lbt,93.862 lb.,PGr ll21HH00, mlru{H}l{10,
PG24il6}l H00 ot PG80aEHH00
msfi[ l]20
Dilft.r& vd|iru|r ndfic
aoolicdbr|Ftm.Wnc,ffilrlifiW.lipWror
rll[T0s20
tfof.gvltyy'i'!
NlMC87
20,900lbs.IUA Cefllflcd PEor$ Conorcb or o[rcr
MSHT0 ncognizsd m.bddr.r
ffiHIW##W.fl"rTlffifpL:t !44n9:ff1 t Etati tfitmo{ 4t flhwrp, p r -! l
wtL. turffirEtfllFt:;'lg nga.twntpv E
Vrrlhd Sidr{dl T.dlftrd gdnnllT.|l
\4
Enclosule $electlon Gulde
O ilarilholr heninl Slrsr
A5/a4/2A85 15:47 ,rraaauf
8or & Gorrr
Stylo tYiilrblr
6"x8"
I'x 18"
11" x 18'
12'x 12'
13" x24"
17" x 30'
24'x 36"
30" x 48"
PC
PC
PG&PC
PC
PG, PC, PT, & PX
PG, PC, PT, & PX
PG
PG
ouAalErrmlo r !'! ligfilrse m tor rrry lnrts||tm.
Hlghlbh8d.t . indiete uL Lblinc
M-E El.E'rER. re PAGE 89
To Select lhe Enclosuro You Nood for Your Application:
1) Dstsrmine UL Boquiroments
D Dstarmine Load Ratings
* octemlno l|rndtol. 0porin0 Sizf
O Selecl Cover Series & Styla
l) Solect Enclosure Style
D oetsrmlne Optlons & Hardware
ouAaTPonchlmr f,m r|.d tor utrllroo t [b.r op0c! ar|.| obno c$1.
ar thr EMfV Dlml h 6ncr, Sfl$ Carollm.
5
Stillra l.I lrrtrlldlon
&5/a4/2aas 15:07 71953644
Enclosure $electlon Gulde
fi Gorol Srlcc & $tfler
Cl/tlASrrlct Oerutr
CA covers are designed to boh down. WA covors do not havo
provislons lo bolt lhe covsls in place.
r Dssign Load: 8,000 lbg. over r 10' equare with a
minlmum tsst load of 12,000 lbe'
(For PG, FI, PR and smaller PC slles)
. Desiqn Load: 5,200 lbs' ovor a 10'gquarc wlth a
miniirum rd load ol 11,284 lbr. (For PG 13'x 24'and
PC 17 x 30'sryles and all PX and LG 8lytos)
llltrlrrGrrn
Heaw Dutv Cowrs (avEllable lor PG arxt PC sMcs) arc doslon d
tor diivewiyt, parHho bte and otf-roedway appllcaliom whcrc
sublsct to oocasional non-delibetate heaw vehicles.
. Doiign Load: 15,ffi0 lbs. over a 10'square with a
mlnimum aest load of 22,560 lbs.
C -6undid dovir
tlA-he/y drv cwir
WA-3bnd8d/no bollt
C$.plilooff
HS-h..q, dulY .Pl|t ovcr
Cl.tonlDn rBltl cotrrf
HH-€xba hrn y dulY
M-E EhlGrNEEre ro PAGE 1.6
To Select the Enclosure You Need for Your Application:
1) Delermine UL Requirements
D Determine Load Ratings
D Determine Handhole 0penlno Size
rD $ctect Gorer $edes & StYlr
S Solect Box Style
D Determine 0ptions & Hardware
w
PCt;T_llPeul
len Ln
I
Couor load Batnl
Stand.rd C6fi.
l{o l,Uie o.l
Cofitsal your lo€al
0uAZllEo roDnsenietivc
bf morc lnto.nt.thn
on cowt e.?iEtionr.
09
00 - Elfik Prnftrrd
(Her hoed boltt
3bndll!. no
dsrignalion
nmdod)
Q|nilIEle0lrPrt mililGLtl
Gor lr|rLrJ l..l lql llrt lnr
rtb 3ar{-
PC1324 A Pfi730
PC all other sim
P6/PT
PC
PG
CA/WA
CMI'VA
CA/IYA
HA
HA
5,200
8,000
8,000
15,000
15,000
11,2&f
12,000
12,000
nw
n,sfi
1O x 10'
10'x 1(r
lOx1O
1(rx1(r
10'x 1(r
Gover llumboilng Systsm
1730
&ldrh r l.noirl
?xemDlc: 1/' r 30'
CA
HWighMt aqe, infrNlc UL Llstlng
85/A412OA5 15:07 719536484 M-E ENGil.EERs rfo PAGE 11
lonlon Asslrt GoYen
Availabla on 30"x 48"
and lal0or a$omblios
only.
. Design Load: 5,fi)0 lbg. ovar a 10' squar. wlth a
minimum test load ol 7,500 lbs'
icgleeclerl Grrcn
cover! thrl are interchangoablo wlih
several mlnutacturers' Ploductg
includq PG1324. PG1730, PG2436'
and PG3M8, oth€r style3 and sizoE
are also avrilable.
. oogign Load: Load RallnF t',|il \ary.
contict vour local OUAZITEO reprssContiqt your local OUAZITEo reprosonlativs.
IlGbr RGdlrt udl
Avallable In PG styls covers'
. Desl0n Load:5,000 lbs. owr a 10'oquarc wlth I
minimum test load of 7'500 lbs'
5lt
- lvrtor
\-''
Enclosure Selectlon Gulde
$ Cover Sellec & Stfler
0tit QUIAIEo Gorcr tiYlal
(Not Cunently UL Listed)
HH $ulcc Gorcn
HH Covcn arc €xtra heevy duty cowrs availabla.lor speclfic
aoDlication whcrc load rcqulr0mints cxcocd HA loadlngs'
C6'nuct iour f ocal OUAZITEo sal6s representative lor avallablllU
ol sizos,
. D6si0n Load; 22,568 lba, ovsra 1Ox 20" plato wlth a
minimum test load ol 33,852 lbs.
t0 SU|l Gorsn
327c lightel in weioht ae com9ared to the PG covere'
. Dellon Load: 6,0$ lbs. over a 10' square with a
minimum test load ol 7'500 lbe.
0nde00ittt Couer
Available in sizes 30"x 48"' 30" x
60", and 361( 60' as oilhcr cA oI
HA ratings, Ellminatee soil
inlihration and allows for easier cover
remowl. Not reoommended for sidewalks.
. 0esign Load: Avallablo In olthcr CA or HA ratlnos'
L- Potyn concrste 7" x '13' drot
5 - though rlot (no molor lid)
V - Vrntd mctlr lld
7
To Ssloct the Enclosurs You Need for Your Applicali0n:
1) Dotermins UL Requirements
D Determine Load Ratlngs
* Determine Handholo 0Pening Sizs
O S8locl CoYer Serior & StYla
D Selsct gox Stylo
O Determine Options & Hardware
2 - opi|s ond.r 90'
0 - Usod wlu drop In
m
(& sundord. .ll rut .
l& m c.||bcd on
lhr covtl)
Hlghlwt d eneo lnd,eb UL Lhtlnll
,ffi16412f]65 15:87 71953600
Enclosure Seloctlon Guids
I ror Wer
m$ytc
For uge ag a gplice box, Pull box'
equipmont onclosure or arry appllcation
requiring easy access to an underground
seMce.-Strr{<able lor increased dopth.
Straioht stdos br lasy adlustment of box
to grads,
PD8tilr
$tralghl sidas permil easy
movement of box thould gradn lGvol
change. Gsskoting alto avellabh. All
slzcs arc tbckablo.
. Sizcs: 5'x 8', 8" x 18', 11' x 18' and'lt x1t
Ocstgn load: 15,000 lbs. Test load:22,568 lbs,
. Slzes: 13'x 2f and 17'x 30'
Deslon load: 5,200 lbs. Test load: 'l 1,2S4 lbe'
. f-18'dcptts
1730
(wld$ x lmqilr)
cx.mpL: 17' x 30'
M-E ENGT.EER. tO PAGE L2
To Sslsct lhe Enclosuro You Noed lor Your Appllcation:
1) Daormine UL Requiramants
2 Dstermins Load Ratings
S Detormino Handhole 0poning Slle
O Selest Cover Serles & StYle
!D Selcsl 8ot SlYlG
D Determlne Options & Hardwara
PT Stylc
lprwloudr cdlod PE stYlol
Fhred de8ion Provonh trosl hoavt.
Covers are interchangeable with
many procasl concrete Partt.
Nostablc for comPact storagr.
. Sizoa: 13'x 24'and 17'x 30'
o Oesign load: 15,000 lbs. Teat load:22'568 lb8.
. 18'deep
12
12'&Ep
High gtied a@s iqdlce|F UL lkdw
ruffi{ti**titllJ'|arod
s'or I
.Oeslgnload: 5,200 lbs. Testload:11,284 lbs'
. 10'dacp
r Avaihbhlnelzffi: 1l'x18' 21'x36'
13'x24' 30' x 48'
17' x 30'
. Dsslgn load:22,568 lb3. Tclt load:33'852 lb!.
' 12'.42'depths
Bor llumboilng SYstem
0UMlTEoproductsarerelErredtobyanldentilyln{pattnumber.Anexampl0olthe luqb:eJi!0_E_stamlsshoutnbdowloielpyou
unOeriandnor ro id€ntity the prodilayou ne6o t-oi your application. conbot your local 0uAZlTEo repressnhtivs it you navo any
quostions.
@PG,
lPc Pr
IlPc r.x
Il*"1
M-E ENGj€ER5 t|...s5/94/2865 15r 87 7195360
Othr0$on-
Penta-head Boltr
Covcr Hookt
Penh-head sockeb
Torminaton
Holer
Knockouts
Electronh Locatln0 Markers
Stsuts
Gmtor Go|la
PAGE 13
Enclosule Selectlon Gulda
D 0ptlmr and Hariluat
Erbrdorr - Enensions are nol cunonlfy UL Llstad. UL Lisling
wlll br sought on these items Shortly. Botlom and top oxtensions
ara availabie to olvo cxtra dspth- Bottom extension only availabl€
lor slzes: PA1324EA through PG3048EA. Top and bottom
etrenrlons avaihble for sizes: PG4872EA and PG4896E'4. Top
oradc adlugtment oxtensions avallablo for sizes: PG1324ED,
Fsrzsoeb, PG21il6EO, and PG3660ED.
To Solect the Enclosure You Need for Your Application:
1) Determine UL Requirements
D ootormine Load Ratinos
i Determine Handhols Openino Size
O Sglect Cover Seriss & Style
D Select 8ox Stylo
DtrrlrmlmDtlon&lhdwr
Color optlons dor ilrc bq rnd 60vrrb bc mltrhcd to vrrious skleurll mwlalg'
lt6 oolrt sldt ibov! l,lrt tttrdc lo mrdl ti3 3unoundlng brid( cdrsrlk + thr
Tr0nleto. thF Aqmtlum In Chslbnoog|, Tcnnasllo.
Pullln0 Eycs
Gasksb
Cabh Rackt
Raok Hooks
csblc Rohincrg
8ox Dlvidcts
Motor Llds
ColoIs
Logos
lmort Locotlon3
TIIIrII
Nots: Prlntsd c0lon rnsy not doctly nprssent pmduot oolors.
Contect your local 0UAZITEo rapntcniallvc lor oififf c0l0l
oDtions.
le' Lt t vva ll-rf ^'.. rrv
l'-lau' t" OS l l lSOa
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TITLE: Trrlrl Smtn Dnlnr
PX,OJDCf : Gorc Crccl PLco
TO: Atqr: Frr Clu8lotf
42|/40 ArchitecG
162l llrb Str€ct
Sqito 200
Dcavca,C0 t0202
Plrqrs: 3o1-292'3!tt Fax: 303'292'3t t3
laqrdrcd
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DATE:5/112005
tol:
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RTSPONSE RDQUIREII: 5l ru200t
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FOR INFORMATION
No.00ll42IFR.A.NELSON
linc builclers
4 Wcst Forcsr Road
veil. CO 81657
74t-7643
97047G7tt2
TITLE: Fire Alarm Pull Box Hcights
PROJECT: Gore Creck Placc
TO: Attn: RandY Hert
4?40 Architccts
l62l lSth Strcct
Suitc 200
Denver, CO E0202
Phone: 303-292-3388 F-ax:
Regards,
Brian Thompson, P.E.
Rolf Jensen & Associates
5460 South Quebec Strect
Suite 370
Greenwood Village, CO EOl t I
+l 303.573.784t, Ext. 309
Fax +1 303.573.7843
http ://www.rj agroup.corn
Rcquetrd By:R.A. Nclson & Associstcs
Slgrred:
STARTED:
COMPLETED;
RESPONSE REQUIRED: 5 lZ7 | 20ii5
303-292-3113
*e Asfa4-Ac.D tt{AArr- P.asfol.E-e-
ftary\ GFJ.a* Tatai/PsoFL D4iFtJ)
M.a-7 2D)W,
DATE:5t20l200s
JOB;
R.EQUEST:
Hi Pa:L
C* *i placc thc firc alarm pull boxcs at 45" center of box offof finish floor pcr thc anached resPonse tom RJr
NFpA 72, section 5.12.4, indicales manually actuatcd alarm initiating devices to have thc opcrable part mounted
not lcss than 42 inchcs and not more than 54 inches above floor lcvel.
So rhc owncr/architect and fire alarm contractor have somc flcxibility in mounting height.
' ' . ; this answ€rs your question and any RFl.
f,vc copied rhe archirect so aff are "tT
-_\r/1f-=\a-\a--).__\flrornts ,': ( Y \
1(
/uh-
Cotcman D. Wisc
DC:
P{. I !f I
)9r | ! 0y . .t4.tv ftnlrtl' I cv I unE rttv t
' PaxChagnon
From: blhompson@riagroup.com
Sent: Friday, May 20. 2005 1 1:57 AM
To: Scotl Zabriskie
Cc: Pax Chagnon; Randy Hart
Sublocl: Re: FW: C'ore Creek RFI #42
The oporable part of the pull statbn must be within the distances identified. lwould think lhat the c€riter d box
being at ,[5 inches places the operable portion within the distencss kjentified, holever, I am not the one choosing
the equipment to be mounted.
Typically, lha lire alarm contraclor selects equiptnent lo comply wilh lhe design drawings and specificalions, I
review the shop submittal created by tho contractor (which identifies lhe selected €quipment), ancl it gets
approved.
I am ok with th€ cont€r of box mounting height at 45 inches as long as it places the op€rabl€ portion of ths
manual pull within 42 inches lo 8l inch€s abwe frnlshed lloor. Wilhout knorving the exac* manufucturer and
model rumber I can nol d€l€rmine where the operable portion of the manual pull will bs wilh a cent€r of box al 45
irrches. Florever, mo3t manual pull boxes I know of will comply with this with a 45 inches center of box mounting
height.
lglf:===
Brian Thompson, P-E.- Rolf Jensen & Associales
546i0 South Quebec Skeel
Suite 370
Greenwood Village, CO 80111
+1 303.573.7848, Ext. 309
Fax +'l 303.573.7843
htlp : /Arrvw. rjagrou p. com
(This electronic mossage lransmissbn contains information from the offices of lhe RJA Gratp, Inc. which may be
confidentiral or prlvileged. lf yan are not the inlended recipient ol thb message, b€ arvare that any disclosure,
copylng, dislribullng or usa of tlp contents sf ihis infonnatlon is profiibited. lf you luve received this electronic
transmission in enor, please notify the sender at the phone number lisled above immediately. Although this €-mall
(includlng attachrnnts) is believed to be free sf any virus or other defecl lhat might negatively afiect any
compuler system inlo which it is rec€iv€d and opened, it is the responsibility of lhe recipient to ensure that it is
virus fiee, and no responsibility is rccepted by the sender for any loss or damage arising in any way in tho eraent
lhat such a virus or defect exisls. Thank you.)
SGoi z'btlslh'<'r$dtlLo'2,o't€h'coft' ro trnn nronrecon (E{,.rr <bthonDsor€rr.grow.cofli>
Oe2ooflr. lr:o{i AM cc :JffilHH-(!4z40arch
com>' 'Rrndv ttrtr
gd.6l Fw: Go.. Crrck RFI J42
ovo<v<oor+ ; May-z+-vc lv:ztAm; ragg .,
v Paee I of2
I
5/20/201t5
Thenks,
Coleman Wse
R.A. Nelson & Associates
Cdl: 970{71-2891
Ofihe: 97G748-7O43
Fax:97047&78ni,2
nige@ranelson.com
Brian,
L6t us knorv lf you take any exceptbn to approving this as submifted by RANA?
Scotl
----Origtnal Message---
From: Colernan Wise [rnailto:cwir@ranelson.com]
licnt: Frlday, lfry 2Q 2005 1O:45 AM
To: Demis Ward; Mke CuthbeGon; Mlke Graham; Pax Ongrcn; Randy HaIt; S@tt Zabriskie;
Qouldlng@vafresorts.cant
$rbtoct Gor€ Crcek RR #42
Hi Pax,
Wa wrr uneble to locat lhc Fire Alrm tull Bor troighlr on lhr.Tuncl Fill ALnn dertl lhlt msning. I gol .
hold of Mik€ Day this morning and he got me th€ attiachod answerfrom RJA. Apologies for skipping proper
prolocol in regards to RFI's, we are curr€nlly formlng stalr walls and I needed a quick answer.
\rvl,agal,lr r.? ,
ffil*.sc 4,ud.2e 4 r*/-p//-*t
l, oU'*"t;,t:t;/("," //* lit t lrl :F.liroi nr;*r). ?/rn, ,%l "ga pip,v"r*./ "/h lt
0/a ro aE (ft4o) aD.,//il U .e/ 7"/4*i'"tll,l da,% ) Pd /;#, 4/.h;; aa n i!4,/ap'- u;olo#tk i /t' 4-1. t
^1/,"/ 77,fnfr 4W & * / /*n o
Mdy -
o
tv:ztAM;Page 4/c
Page 2 of2
I
s/20/2005
11a !'4L' UO
Page 212
Srnt ! 4240 ARCHITEcTURE lt{ci 303292657.
REQUEST FOR
No
Att R.A.NETSON
f iae buillcrt
l2tl W6j Pes5sl Xo|d
vril. CO 11617
ll'.r6,.t
9n.a7&7tt2
ray-20-0l2:02Pr;
IN-FORMATION
00043
TITLE: Wrcr Lirc Trp ld Eoilr Roonr
PROIECT: Gors Crcck Placr
TO: Am: Rrndy Hut
42t40 ArchiEctr
162l lttl|SrrGct
Suia 200
Dcnva,CO 80202
Phonc: J03.291-3ltt Frr: 303-292-l l ll
DATt: J/20/200J
X)E:
STAITIDT
COMPLETf,D:
nESFONSI IDQUITED: tn7 DW
REQU[ST:
On Mttd{y wcninj. wc will bc trppiry into hc Fccsr Rod vdcrlinc rnd hlnjiq it iao lhc l'urncl Boilcr
Room. Currcndy, we do nd hrw r &frnb lryout for thc boilcr roorr ro, we cqtrcd Mjkc Dry rod hc
ncunmcrr&d plrcing thc wrtcrline in rhc ccne of thc Sourh wrll 6" ctcer of thc wrll.
Qrstirxs;l. Should wc plecc thc worcrlir t'olTof thc South wrll to rconrmodd€ th 2".cousticrl walt covciry?
2. tfwcdoplrccdtcwUlinct"ofrofthcSoiltwdlcrrwcmovsthcw.tcdbctrpSou$tpproximrrcty l0'
h ordcr to hrvc r lrdghl rDot at 6c boilcr mom location?
1. ls thc Soub wdl tho be* ple to pbcc thc wla linc givcn the Elcculcrl il Grs tincs in 6c rrca?
Rqricr.l lyrl.A. Nclsoo &, Aer8irc|h.:
Sljrrd:
Coknn D. Wirc
GORE CREEK RESIDENCES
RESPONSE TO RFI NO. 043
Question 2.
Date:05-20-05
t don't think I can respond to questions l & 3' Question I appears.to be-architcctural or
mechonicol. Qucstion I appears to bc mechanicat or contractor related (for constructability)'
st-r,a,&---rt1,Fq-
Jennifer Babcoclq PE
(
.l
t'l R.A.NELSoN O
82l lVesl Forcst ncad
va . CO 81657
Tetaphone. i18.:6J3
Fed,mtto: 9/G476-n82
REQUEST FOR INFORMATION
No.00063
TITLE: Rain Lelder Drain Connection
PROJECT: Core Crcek Place
TO: .ll/-10 Architects
l6ll lSth Street
Suite 100
Denr c'r. CO U0102
ATTi{: Randy Hart
DATE: 6/.10/lm5
JOB: -11-0.1-00
PHONE: .103-192-.1.188
FAXI .10-.t-:91-3ll.l
TOTAL PAGES SENT:
REQLIREDRESPONSE: ;t7t20o5
COST IIYIPACT: SCHEDULE llvtPACT:
REQUEST:
At gridline l7 plan shows a 6" rain leader going into the trench drain in the center of the parking structure. Is this wherr
it is to dump or should it tie into the North wall 6" collection drain system simular to the 6" leader at grid line 12.
I 'TESTED 8Y: R.A. Nelson & Associates
SIGNED:DATE: 7llll2OO5
Coleman D. Wise
ANSWER:
The 6" drain leader should tie into the North wall 6" collection drain systems similar to the 6" leader at grid line 12.
In addition. RE P3.2B,A | 0 |,C022. At the North stair of the Tunnel civil and Arch. Show the correct number of deck
drain penetrations, (3). P3.28 shows (4). this is incorrect. The drain penetration located along the North Wall of the
tunnel at grid line 1.9 is to be eliminated. In addition, the location where the 6" drain line (which runs along the North
wall) penetrates the tunnel slab on grade is to move to the West of the door which leads from the tunnel out to the Nortl
stai(at gris l7). RE. P3.28 and PSK 00 I .
RESFONDED BY: lV& Architects
{, DBY:
Randy Hart
DATEz 7llll2005
JU.t ub u5 u{: dbtP
RESPONSE TO RFT NO, 063
P.2
Datc:07-06-05
l. I nE
o
HL E NU I NEEI( I NG /09e63390t
Thc civil roofdrain plan ctrds 8t the tuanel dcck penetntion, I belicrrc t[e routing iosidc rlrc
tururcl is shown on thc plumbing ptan- sh6t p3.28. I am rct cractly clcar on whcre thc
Mechanical ir nrnning thc Building 4 roof drain eiihrr, eo pleasc hove ME clarift. rt rnay bc
bencficial for the contractor lo includ€ tbo Shcct numbc(s) of whcre thc RFI is bcing geocratcd,
so it's easicr to underslrnd and rcspond to tbc requcst.
s'';":^/,4(K/L4
Jcnnifcr BabcrxL" PE
rl
CREEK RESIDENCES
07/oG/200s l|ulr l5:00 lTr/Rx N0 Ezzol Oool
,I-c-.'
I3R- 51 |
| /tu
I1 --' I- "-*-v'
I
aL3_-c _:aEc
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? e.'9
./-1
../
b'
4240,
'ct ar{lrffir. i,|I D[{'eOld
rs.|xlrx.c
t{r ttrl!l.tll3
GORE CREEK RESIDENCE;S
LI()NSI ILAD, U,TrliI' D.\Y L( )T\ 1||-tr {r {,\lt,
vtll. Rll{t tllS Dl'rVltl.r lltllllti'l t:r rltlrAt\!'
oe^*frro PSK-fi)l
RE ERe.CA ifl.3 {n2$
,sst,E: 602.S tsSUE i
oAlE 0tfa 0t
Sc,{E l,t'.f{
oi.{W 0r: x$O
ltt-
I l't 't lvev' - - .. I
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il
5tolent
07/97/2005 L4212 719535400y: 12{ 0 Archrtecturo Inc.;
R.A.NEI.sON
ftr. ,.rtl.t, tr
.24 utrtl Fl|.l40',v{ g! ,r-tllladltt tajrC.it
F,o,'* tr$lf$r*2
rFt
r,l{
3C3?92657a;
EISII{EERS II.|(-'
Jul.5.osf:tsPM;
I et s 4t <
PAC 82/a2
Page 212
{
RECIUEST FOR II{FORIHTI ON
No. 000€4
TITLF,:
?ROJECTI
l'o:
ATTN:
nrlt l.ightg Powc.
(krro Crc* Ptrcc
a2l,10 Aruhi(tcrt
162l ltrt S!!cl
Suitc 200
D:nrct CD t0202
Brcndr Outigncr
IIATE: Tnncl|,s
foDr J t.0+00
PgO f,: J0l-29:.9 3rt
lAX,: 30J-292-t I tJ
TOTAL ?AC86 6ET{T:
Rf,QUntDRDSPONSET IltZtZlOs
COST IMPACN SCHED('LE TMPACT:
REQUEST:
Thc Invcrtcr provi&s 20tv pou,cr to rll Sl lighs. Thc clit lightr u! rbo shown oo thr crnc circuit rr tlro S I ligtnsbut ',tc l20l2TI durl volr'ge dcvi*s. ls thc i-nrcntton rhar rhc?it tteild;;*; tiiingro r.s of 111c 206v ci.c{rir?
RUQUSSTTD BY: R.A, Ncbon a Alsociart!
SIGNE.D:
Mils Curhbcnn
DATE:
A.F{SWER:
Yes,
G *e.+"c
?e-ov,a A N eptl+c
Lta fi,r+ /-toeon S .
Cououcta- Qtrr 'fi+e ?pg v
l'4r"tq* l,U*'*'r
Tlof "r
R'SP'T'N
SlGrrlED lYr
(r
DATZ!
Btandr Gudanlr
o't/ol/200t TEU l2:56 [tlzru No st?sl Aioot
| 824 West Forcst Road
vat. co 81657
Tetephonc.718-761!t
Faa,mE: 970-476-79i,€
REOUEST FOR INFORMATION
No.00067
TITLE: Tunnel lid loading capacity
PROJECT: Core Creek place
TO: ,,12l.{0 Architecrs
l62l lSrh Srreer
Suire 200
Denver. CO 80101
ATTITt!-tlEi?Ft!*utie nez
DATE: 7/6t2Cfls
JOBr .11-04-00
PHONE: 30-l-l9l--1.388
FAX: -103-:91-Jl ll
TOTAL PAGES SENT:
REQUIRED RESpONSE: 7/t3/2U)s
COST IIVIPACT: _ SCHEDULE IIvtpACT:
REQUEST:
what is the weight that can be supported by the tunnel lid? what size equipment (bobcats. loaders. forklifts. etc) can brdriven on top of the completed precast lid to facilitate the north wall tacitiit? Also, after rhe topping slab is installed,does the criteria change? wlrat size equipment can safery be driven on tof oitie topping rrour
REQUESTEI) BY: R.A. Nelson & Associares
SIGNED:
Mike Cuthbertson
DATEr 7ll3l2M5
ANSWER:
This came up over a year ago and we rooked at various equipment incruding the tbilowing:l. CAT TH460B Telehandler - OK
2. 2628 Skid Steer loader - OK
3. 287 B Multi Tenain Loader -OK
4. 928 G Wheel Loader - This is the only one rhat wsa too heavy.
The precaster should verify the adequacy ofthe lid for (2) l4wheel loads spaced g,apart (service load): They have donthis once so it should be no problem.
RESPONDEI) BY: 42140 Archirecrs
S r. JBY:
Brenda Cutierrez
DATE: 7t1312005
rnt 'Byr 4240 Archltect
Jul 2s o5 o9:*""'"t
tt""r"rO
="nt'oi::t::lt;
iont-By: 4240 Architectur' Inc'; 303292657'l;
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TTEQUDS":
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bacrrrre ofth. long run fon'l rench dnin | @ Crid linc 17.
: FFo3. to now lhc srnd oil ldLcFft. b Gdd t jrc ll inlinc wirh rhc 3' drrin pipc ud rkaio inlo r slo[fli
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*iA rlry woold providc rhc piping diagnnr
Thcsrndoilout|ctcanbepipedto$ormmaltholos.MHl5.tlrorcshouldnotbcsnisstrcwith
deprlr &c iovorr our "f rh" ffi;. ;iii-lZlj ""4 O";; "il rnvort chould bc epproxinerelv
il99. The conori* ,,rr:*Jniirliir-ur" i--*so.ro boo6. I tallrd with Mikc Dav' hc
Duc:07-21-05
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PAGE. U'2
Page 212
^/*-FA I R.A.NEI,SON
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REQUEST FOR II{FORTANO}I
hb.0@78
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PROJBC'T:
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ATT1\I:
Sadoilthtrylr
Cort t:(t* Pl|c.
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Sutc l{P
Dawrr, C() 802112
Rudy llrt
DAT& ,lvum$
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tlKXrG; 301-292.1.111
FAX: 7$3292-lltt
TOTAL PAGES SENT:
IEQUIR3DTISXX{!3: 1i;, ttrl/)s
cosT TMPACI':SCHEDULUIMPACT:
REQIJEST:
pcr lTt.2B fic Srrd Oll Inrcrceptc invrr rt Cdd Linc l0 is to bt ro hlr tho 33 n]drolo bonvtrft bulHirgr 2 & I
bocau.rc of tht lorg rur fiun Trnch dnin | @Gddlirr 17'
r propGc to .1oyc thc Srnd Olt IntorFor to Crid Llrc 14 lnlirc wirh tho 3' darin pipc rnd dnin ;nr tho rtorm
nrq mmhdc Sa o CofilA. 13 thi! scpi.bL?
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3032926574;Jul-2 7 : 50Ail;Pag€ 5/5
PAGE U3r'r E El-lGIt€ERS
\l
RE. CIVIL
FOR CONT.
a'9r
-'OO G,ALLOT{ SAND/OIL
SEPARAIOR (TY?-2
a'uP TO
AREA DRAIN
Z' 9EFARATOR ..,'
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GORE CREEK RESIDENCES
IJONSHEAD.'VBST DAY LOT
valt Gdc.rg,v rL lrlsOII! D[lttr'olEt{T d)lc.||llv
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4240
REQUEST FOR IFIFORNIATION
No.00079
t24 Wcsr ljorcst Rosrl
V.il.(n tl65?
74t-76/.3
enF4767tt2
TITLE: Norih stairwaY horn strobe
PR0.IECT: Gore Creek Place
TO:
Mikc Cuthbqtrtn
Attn: Brenda Cutierrez
42140 Architects
162 | lEth Strecl
Suitc 200
l)cnver. CO 80202
Phone: 303-292'33E8 Fax: 303-292-31 l3
atod 8y: R.A. Nclson & Associltcs
STARTED:
COMPLETED:
RESPONSD REQUIRED: 7 n5 n0O5
IIATE:7ll$tl00s
JOB: 3l-04'00
REQUEST:
ls it acceptable to mount the horn-strobe 8t the north sl,airs 2' abovc grdd€ as shown on the north clcvatioin
drawing. Wc belicvc tf,rt 0r" i"ighi nceds to bc a minimum of 7' sbovc the ground io mc€t codc'
F€.Ast- P.€- tAt- AilAr-dtD Pgtu'Y-E 3to'\
b. r ironeso I ,/*sx A+\o T'*E- ,'rTa<-A"D
Aro A5l.-'oea.
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ASSOCIATES, l]{c.
NETH f ne PAortCTIOI ENot€ERilG Co'{gt.lrANrs
Juty 25, 2005
Brcnda Gutlenez
42140 Arcfi ibctuto, Inc.
1621 Eighteenth Stteet
Suite 200
Denver, Colordo 80202
Re: Gore Credr Reeld€nces RFI079
Dcar Brenda:
RJAhalrgv|cwct|thccxtedorhomand:!qrfortheFicDeparUnentconnection
(FDC) at tho 116131 t16t'i3li'1i wit-rt frte varlFrr. "no
Emergency SErvlcss (VFES) Firc
Maphat. The guard tdirlii'^ i6O-;*" stonc wall (north of ihc stalr) thould b€
extended to be abovettrc-*totrm hom and siobc k;cauon' T.sc ataGl shouH be used
within thie guard rail, "iir. ir," "n wn hom and stoba locataon, to house the new
bcdion of ttre horn and rtsobc'
Thc hom and strcbc should bc mounH et gbout the height of dre top of the guard rall
rbow the FDC. ConO,iiitiriO 6" pfi"rO"a tu f,. Firc Abrm conhacior to use br
wiring of the devtce. #;dr-.n "ildU" rtioO*, *ttt in tttt stone ut3ll or rouled insh{e the
lilri'"'.n Lt lnd fi. north face of the stotNe rvall'
Pleaec nofrfy mc if trer€ are further queetlonc'
Sincerely,
f .vJ/vJ
o
JENSlll t
8^a7+
Briran Thompson, P.E,
O 2{Il5 Rol Jcnrdt & A!'odt'!' Inc' Al RrgIfi Rrffrd
SO t(t,rfH OUrtC SfilCt, GAEtItTOOvrIJrnr' cO Ellt'lllt(!A 't !6r'l!tl'l' Fl\a At'ta'i,|ll
F.tl.lFa.iir
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FDC HORN ANO STROEE
MOUNIED TO 6'x6'x5/16"TS
(RE: MECH)
STONE !€NEER WALL
CONOUIT TO
tNS|DE TS. ANo
BE CONCEALED
BEHINO SIONE
VENEER
--I
G^||,.c r0 ASK-ozI
REfERET€E: 2/16r lnn-O79).
ISS{rf : Og l3.O3
DArf: 07 21.01 -SCALI: l,/2"1'-0-
on^rll El: Plf
Y*ot oF *^IL'NG ARouND N'RTH
'TAIR
ls ro
EIT I -1" AEOVE CAP SIONE OF WALT, THIS WILL
EE duirrao-tN FoRTHcoMEING Ast-o19'
2. Abifioi or rs wlTH sTEEL PIITE'.GRTND
ilr E-oEEs air'o wEr-os sMoorH' PAINI slM' ro
iiiirric: rxcHoR To coNc. wALL BELow'
G OR.t.:, CRT,L,K RESIDENLCES- -- i.toxsur"ru, wF-sr D,tY [.()T
\ '\ll- lj( rl ' ll'lllr
v l,ll. Rl s{ )tT]i l)li\'l?1.( )Rlli\T (l )lll'A:\Y
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slrl lJt nl vrrJ.ls\,lvr 9 lllv.,
RATLING ilOVTD FROU
W€ST SIOE OF AREA
'iIELL IO E^ST S|OE.
RAI-|NG AooEo ro
NORII{ SIDE OF AREA
tfGLt
6-x6'xJ/16- TS
vw v|llrcrri, r t t \,|..I_3r'vrJ ,.J4ltlit
4.-O. fi)E R€MOV^BLE
P^NEL FOf, (PT-02)
AREA YTELL ACCESS
flRE D€PT. CONilECNO}I
(FOC) flTH HORN
^ND'SIO8E Oil gTE WALL
(R€: nRE PROIECION)
rcgv u/o
I'ROUND. COtlC. FlLtEO. xX
SIROiIG STEET PIPE (PT-Q2);
,r'-o' 480\E GRAO€ & {'-0'
EMBEODEO INTO THE GROTJNO HTH
corluoN coilc. Fot NDAnoil EELOW
4240.
NOIE:r-iop oF RAtLtNc ARoUND NoRTH STAIR ls ro
BE J.-7' AEOVE CAP STONE OF WALL, THIS WILL
BE CI-ARIFIED IN FORTHCOMETNG ASI-0I9. -_z. C1OSE TOP OF TS WITH STEEL PIJTE, GRIND
II.I. iOCES AiID WELDS SMOOTH' PAINT SIM. TO
RAILING. AIICHOR 10 CoNC. WALL EELOW'
li2r r!f,r tltfi, slrlt 26d*n, co oflaEr {SSl 2t?-lsrr| l!$ la-lllt
onn c fc ASK-022
REltREl€E; J/a6Ol (Rfl-O79)
tsslf,: 0t.1c.05
oAlE: 07.26.05
SC lI: l,/."t'-O'
onAtrt. 8Y: PAI
GORE, CREEK RESIDF,NCES
LK)NSHEiD-, \l F-s'l' DA Y l,()l'
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@$f IMPACI:SCEEDTJIJIMPACT:
REQIIf,ST:
h rofuacc to Ml -lB & 4213, rLo bdlor cmd ?cd ulc it ir &rw! o rbo Erc Elevrtqr o A213. ,rtc .ir t rtskEtEd b f,u' h|s tobc riftinz4't of *h otbcrhodzoatalty-accodiagr nrolfi"t n* lpccifcrtioa;, it atso c1onottomimlc Hre thc dctdl u tbc Eert dcvrtior abow 6" #tt ry fiffi. ---"
9a s['-Et Mt-lE b phil €lt fa 3" Flucc, rbe ruufrcru*ryeciicr 4' frcl plcr* srs :ftrctred docrnntd,mfrmoouficrrs.
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?I{ha GAe-FTRED wATEF BotLER - Vent Suppleme
PAGE A2
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4 VenUair termlnatlon - sidewall
EtrMtr
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oceosicnr rutl rr cevca ;nr:apcll bakodrr or drb.
Folrur o or4rtycould rrolt il scrrrc panoael iairry,
dqr.h or eubcadal propctT drrugc-
Insdhtirx nwt coml*y with locrl roquiraacots aod
with thc l.lrtiond Fud Ges Codc- AIIISI 222t. t ftr U.S.
in*rllrtioos or CSA Bll9,l or Bl{9t for Gadiu
insuledona
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guidclilrc
r. The torl lcoftb of piping br veot or eir murt not
tasd dc linitt StyGE i! TaH! 2, p.gr fz
ThG ab pipirrt .ort tGlrnis.t! ia e dowo-tracd
dbow l shor,rr io Figue 3. Tf,ir arrrogcocut
ovoidr rccircdrrioo of Euc productr hto rha
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FILE: RI'1I6g
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srrE EcIr l? Stom LlncNOrthof Tumol
REQUnED RET1JRN DATE 0g.0g.05
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t'ri*/fltoG.C.:RA!&hoa I I.9nt 47G7BA Gsstu)
Sc*ty:_Jrn-rlhy w, 4'12.69
Rccdvcd b1r._Co!cgrer-at!13 Dah
Ocr BrFda Cutict|le
Co|Iulcril!:
4t o^'ttbaurtr! cnr!tod''/'',r lol EjftFUr SrGd sulb2ooDtrfl/f. ctadrdo lfi!02 t 3UJ ltl lltt l!,0! 2yl 3l 13 {.,nlfr|!E|at0r.ctc
6aa h'HfrrdFordtfl oo rrrt?t#wTtf}.irv('F&lE Crt'D7&
REqJEST FOR ITIFORUANOI
ltfo.00134
Tffl,IL
PROIBCT:
TOr
12r Slonn Unc l.lorlh of Turucl
Oorc Gc* Plrce
{2l/40Ardit€ctr
DATE:
JOB
Pll0NEr
9ndn'
3l-{t'l-{X)
30t.f2-336r
ATTIft
$dt€200
Drnccr, CI) toaz
R@dyHat
TOT/IJ, PAGBS SNNT!
nf,QIJIIf,DRESFONSE: gflfaJi}s
fr}ST IMPACT:S{}IH}IJLE IMPACT:
REQUESIT:
mJin'
Mitc Golnmr+o*od ftuBttilbe attdEdRFl withJcaBabmck at Alpina
conscL Cin you issr rs m ASI?
Please rcview anrlcmfirm fut dds is
REQIJESTED BY: R-4. lihlsr & A$ochtec
$IGNEII:
Colemon D. lMsc
llATEc
AJYSlilER:
T?rseap56.4., F;Erep-p ATrr4tcp ffir ooJ
4a4o tl/ tt/, L%ite Twrg 4'S /rir lteT
REIIP(}NIIEDBY:
$GNXIIBV:
4214{tudrhccrs
,o* j,w.og
Gore Greek
o
Re sidences
Enginee/s Supplernental Information
srblcct: 12' Ston Llrc nortt ottrud
lrforurtionl
RANA rslrcd us to rwiew dlE proposed locatim of the 12' pvc storm run and 2'x2' fulet$ thd run nofib of thG
tuonel Tby reqrrsted thd fts linc bq rplooatod so they don't havo to Br out any of fte existing shc'ring to instsll
th€ lfuF ond inlsb. Tbc inh boxcs wue mot/€d slightly and an I1.25" bcnd was added lo 6€ line. This lettcs th€
storm ssnrcr ohscr to th€ building and bcatss it nore or iop of tho r4rriary ecwcr, which may make it morc
diffncuh to dig rry tbe storm ot suiary sewer if ropoir is crrsr Equir€d. Howevar, it minimiur probbos wi$
inoallingtlre corn scw sithorc rmoving sm of thc ori*ing struiog We have attached c $kctch oflhe rYis€d
lins, odhavc soDt the infqmadon toFcsk for strking
Wc arc sadirH you ile follon ill Swplcrngotal iteNns;
TbsE uetrs@ittod: Fr YurrUso Via: E-Ii{ail
Coptcc ltercrlpdotr Dat?
I I I' x l?" Storm line relocation (20 spnle)0E-2945
$gce fuooiftrBaboock
Cop: MIkc CUbercE, Mikc (ffirn, Randy HEt IGDI Kri*q file
tpt/rrhrtr {fa0rcl.cerari|rt @!t'Id.rn&ccP.l2'crrb.Eltr/|_rrlaif.r_t|88lf-2-Egl.AFj€@.0o?rbercflAA2rg-|rctr4ryt-g^El-0Ml
To Agonry/Firm:VRDC Dab: l0t/!lo/tlF ESlnmbec i OOZ
FrourNop&Firm:Ien Baboc*. - Abino Pnginoclqg, lDG.hdodNo.:E42533
AtEntion:Todi Gouldiry
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Thlrig rconfiroiry RH dmrnltrgthocou&rooo crllUs nonhg bdr/ecrRAllA,424{1, RJA rdAll$rE Fire
hotctim.
'Ttc
purpoce of bocatl ms O firafze&c phr fcpovidogScoza ptotccliortothc ry,rinthrbca& locobdindocc
Diordnitt to inotcriri! lbtDrd.
Aftor discushrg e muttttdc of opakt6, ft rrs &ddod to rdd gtycol bops vtc|! reqr{rcrt to pmtoct tbo &ed hcadr
0dliry
Ductmfrgwillrlson Gdobcd&Erscd. Sslrydofthcitrt*o.bdswillrrtnttonrn-dorvntlr-qpid..F${t:
sr1g3rc3fr wdtrndUniruc [mrg[nr116[]rlcDovrlhc doabprurrUoseadistbctnmlfrtouldd. rLta4
dr minspimkrfner.
Scc rtbhed l€dticd Plan fu moc inffion
Alls1clo b rwi* pbnl and 1royide r picc tu tocc toopc. Wh oofldc, Allstie to tlke 6. ryfusd plus to RJA
fo" tppg,y.l, Ed si|l r?{|6mit io fr; fll dcpt. rr a cbngo o tt|c cigi"d plt6. llc rywd lnd pt'Eit Fos i!
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RESPONSETO REI NO.0lf0
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tFtNlluBEk $l&} Revleed
suBEr': Both t4 CLj4ns Hdsk Cmfli{tt
R{urRE) nErunND lB lr.t4. 0,
4240
Gst Crcek Rsideoes -
TEreI
PRO:EC-I No.: 211900,00
FILE: RFILog
o$IlRAcrllk R.A. Nclsm &Asseica
RfI Roudrg
frorGf,totlztl&5591 Coyorc Ridgs,.tr*co tl62o lr. 7203$.?to3 | F.9?OJ45.8qtl f.O. Bo( 33t8)
Subnitcdbr. @@!ql!:g p6s; ll.lD.0!/ll.l6.0t
Rrcelvcdby: Jinwik:y p$g ll'10J6/ll'l6lB
froa ll{O to Gmrdbut l:
frorr tlZ{l to Conult[t 2:
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..-.- ior Coorrlart l b rt2{l: r$r Corotal.itEa Aroa CO Sr62D lT. Z!OJOS.?SO] I F- 9?O.tt45j9tn (P.O. Bor l3Et)
Sg|tby:ItdhCrr DiF: ll.Lad-1
Roceivcd by: Jim Wi Date ll,D.*L
pq1e: lt,l0,05nl.l5,Ct
Rcccivcd ty: Srnf crrrr3.p0! Cocrrm !5ttti)ttl . pge; I t '10'0J11'16.09
ConrnErts nA !lC!S!l!!S.d !!g mvbd! UE
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Commour:
frilCGS|rl2to4zh-
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Remivcd by:
Cdntmils
ldlr ltl S, slc. ,n0, D!nF, CO ilm lT.30L292jil881F.3G.2923t 13
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trooaLotoG.C:RAr*ls I r.97D.1 76.7$a Gtbb)
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tzly?DdFi''dF,'lt
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furr, 9t}atatlt
REqUEST FOR INFORUANON
No.00183
TlrI.E: Bd#4CcinrgHdgbcon0lctg
PR(I'ECI: GflrCred(PlacE
IIA1I:
JOB:
ltn,fns
3t-04{0
T(}4Z4O Arrditecr!
55Sl Coy@Ridge
P.O3ox33tt
Avon, CO 8t620
,imWt6y
PgoNE: 7z}-3rw._7t0t
FAX 97(}r4$95l
TOIAL PAGES SENT:
REQUIREDRESPTONSE: lVl4nfiSATTN:
COSTIMPACT:SCHEDULEIMPACTt
REQIJEST!
TIrc uAu Unitbath #4 ccilitrg teight mflictr with the ligln fixrure nrd msdicine cabircts. Per ID &awing 3.07/C tho
light fixffi€s reto be sf* &t 7-9i, &is is theheiglrr oftho coiling per Al 17 is 8'4*, plcase rdviee,
ll/llRA}IAsr4gcsts34btgl'IttedtictpcabimtutichwiltEatchth€typicalrwedofl'-6*bccilLg. Pleaodvisc.
RDQUDSTED BY: RA"I.trdeon&Associtilc
SIGNEIIT
Coleman D- W.rrc
DATE ).
AI\I$WER:
qftrce W rftt +b\ ttrutt t-4frD.Gr;lrc a^#trb€l|:
RES0II]EDDf,: .f2l0Atdrilcets
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424c'
Goro QccI Rcsidcmcs '
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Frx: RItJIpg
@Mx^c{oe RA. Nehon & Arsocites
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fnrtG.C.of?ll):' 559r CrJorE njdgs AvGr, CO 8168l lT.20jxB,7eE lF. 970.845.t95t C.O. Bn 33tS)
tuhdedqtt_!CI(cg4$.ltl!!D&; 11.15,0!t
necivcdb: __':!!trlSrb Ih6; ll.l5.Ot
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B?dri{cd bY:
Date:
DaIE:
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Receivod by:
frof, C.r.rltrd f b iFft 5591 carGnt4F, Avoc C\} tr620lT. 720300.?E00 | F. 970.14J.1051 (P.O. Bm 33tt)
D8IE:SGrrt byi
Rcccirrd by:
Coomcnts:
Fon Coarulteat 2 to al{O: 162l rf sl., Se. 2m, D6}rr, CO
Reteived by:JimWlcy
$2@ | 1. 3Or29r.33SS iF.303194.3113
hc llu.05
I1.22.05
Cooarcntg:
ftrr|la0roG,C.:
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RECIUEST FOR INFORTABOiI
ib. m190
TflaE: TffitdftltDttdh
PROIECI: Gsr&cctPloce
rl?{0 Arcftitrc.ts
559t Coy*Ri&e
P.O.Bo{33tt
Als, CO 6l@0
tEWihy
DAIB:
JOB:
FHONEI
FAXI
lut5rmos
31.04.0
720-30E-?m3
970{41-8951
TOTALPAGESSENT:
ATAN:RF-QT]IREDRESF(}N$E; rrl2ltzo0j
COSTIMPACT: SCHEDTJLETMPACTI
REQUESTT
To fotlow rp on cowersdorts utlh Sharm lrst rrcek tnmemltrg tunnel woll nssdrblic:
l) WalI I)rpc D Sorvs E dorbb top tttck to allow fc delkclio. It r€ftrtnoes a uL system IISI-D-001 0 whhh we
haw been rrobb to ftrd. Thls q'r[ is locabd iaite of th! crst-in plrs cqroreb fflndsfim wall Tlse sltotld be no
r|€flectisr a|il m neoal for tb c,hmeJ. Is lt aselhble to buih{ per the dcail excpt fu lhe mebl cciling runner wi6
. 2' frnges and fte tfertnco to Hf,i-IXXll0?
deflctkra that euK be gs. At tha long rpan, it is not cnpocned to b€ Eore |hn %n . At St€ str(tor spts (uihcrc all
tre walls are) ft ir cxpccod m te 'much lccs'. I m not arrrarp of m rsorrbly tfia alloua for %* deflcothn abore, ad
dainuins the firo ratln& Is trc y.:' ourll.joirt srfficient to altow for lhe olicipded dcflecriot u these areas? As
drrwn, rne dryrvall wilicflrsh if fuptrtcss dcdccts r*hen tood€d. lf thc %" gip is suffcicnt, it nceds{o b€ nriffiined
at all laycrr. If fu b not' plcasc provide a detril
Wc hovc sopgcd funirE 0t mis pofut sd iod dEtifcadon of tFse dElsils as swr .s po$iblc
REQIJESTEI) BY: R.A. I{ctron & Aseocintcs
SIGHED DATEI
lSlrcCfitfratrcn
A!{SS'ER:
le?'e? F ktTDdzfigiD' F€S?6...lSCt
REBFONIDf,I}EY:.t2/rrcArrtrilEcls
SIGI{IDBY:otrr;z K.?-9.6
1._; 42{/RJA
RFI I9ORESPONSE
I123.05
Wdl typer tA*, E', "C" , no nling: 3/4" anticipated de,flectiqL Provi{b a top of wall
slip dstail thd will allow7r'dcflection md povi& a 3/4n caulk joint at fte top.
Well type "D", 3 horn r*ing = m anticipatcd deflaction Provide a 7." caulkjoint at
tlrctopofvrall
Wdl typc 'Err, I hqtr rating - 314' uicipded deflcction Ure tbe Hl{l-I}lXl4f
ltrembly ftr ttlrrrlf
Wrll type I'F",2 hour ratcd shaft qmll :3/4" anticipcted deflection. Ure thc HW-lh
0ll 14 rgoobV for ttb wall
uL As€DbU EW'IXII)4{ b sttr&od foryorr rcftnncc
-"rf*. s6v ^ 14 !,
UL Onllnc Certlflcatlonr Direcf,oly
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1. Ec a[.dlr - llh +t 2 h. lilc rttd-r|trvcat lc$rdct a nnc xtli|t (tlro to t50 t t) tuunrd 6|E*.
z t|| r{rllt - L l. 3 a a ]'t r-- typa.ri Dottd/ert r|f arinut |,dl tc o.rdud!|' dtfi. B|!.'* md h tll
nr||rar d.agtiart h lla lCvt*,d UfO c VfO sd|cr taf |'|d m.{r ryr s. urr U, tlra alltre afrufo,y r|. !M ltdrs
ih: Eldr| lc.InEibo fial||ltr.
l, Fatlrof dCIhl lE-|r - ior rnd caltng ntr*t! ot rial urrDry drt o taolqflv
td (l|r {.t{db rc6mrm{td. fiJ ad! (lEttl 2!1. wn n d.iGhr drn|||.a llt|'l,Al l..n d,
llrnF hl![t {t o{rg nnn? b !o br rqrrl to o. g|! tar tlrft ttnoc hallht 0t {fdlldlart cf|'mcl atd th€
Eathi nfiiG at b ra* 'd8{n tlu fill|gbn Crrt||.l nlt|l | 3/t to I tr t||p rnalntthd bdrcctl ura too
ott!. catte ntrn r o$rbtof t|a rhhlon dirttd. Whm ddac on alrmd It mt lrd, irn$
hqtt c cdhc rumc |ld b! fib 3'a tL lnr|ff th.n |ron tsht ror, c ng rufflr F srctrd tD
C!.E ttr ttc ltaD rdt ttL, |t|lao||ry r|('rot rp*!d rnar L lr, 0C.
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r. LI|x lhr }iir|f - g.fna Cdfa lrne - Utn oo|o t ||n Xnn b |lr d6n or ir|al lo
t-t/a l[,, rmd dmo |rfnar lrtt D. ltd t6 lr alurrto to rna dlnt flr|or rr tcri ?a. g#d' aal|l nr|xr b coatbt f ialv iI| chnd i,tft Jlcc.l lb.gtt lld b ra(!.rrrc(hr !E!l rlr(ts (Dt[l'fa). 4.ct9 rurnr nrrd b arErE tlc !l[ i|'r ttd rB*||rt rriqr tpdd mr It ln. OC
Uha J6.t dR '||ortil! uFd, rldlxlbo dlfi||d (tt||r ] ) thal n a or qstl
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REOUEST FOR I]IFORilATIOOT
i|o.00190
TITLET Adr$horl Arc FrDli Ctculb
lltO.lET; OoltGcckPlu
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illlE/2005
3l-04{x}
ATTN:
moilE: 720'30E 7E{B
FAX: 970-845.t951
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f,EQIIIREDRDSFONSB IIN'NW:'
COSTIMP.ACT:SCTIEIXT.E IMPACT:
RSQUEST:
The phrc call for arc frult cirqtite on bo&oqrr recstaolcc. Thc €lccbl;al inspcctor is rcquireing them on all 120 volt
operiry imtding lighb. Thie wtll rcqulrc thc additioo of 8lpiorisgf€ly ?2 arc frult brcakers.
RDQ{JESTBD lY: R.,t. Nohm & A$ooiatca
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I1o.00198
TITLE:
PTft'D'CT:
T(}
Und6CdtnctLiibb
CnrcCmdrPlmc
42/l||)tudtircdi
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F.O,Bor( lStt
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JhWilc?
DATE: ll/182005
JOD: 3l-0+{n
PEOllEr 72&30E{E{E
FAX: 970.t45-E!t5l
TOTAI. PAGES SENT:
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@STIMPACT:SCHEDI'LE IMPACT:
BEQIJE$I:
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@STII#ACTI SCIEDULEIMPACT:
REQUEST;
Pleare *pply a dimquiqr frr the dislrn thst tbt lower lcvcl cm liglrs arc frram thc fiorr of the irplrcc,
REQ{/llTEDBYt R.,t.N.lh&Arsaillct
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REOI'EST FOR II{FORXATPII
No. {P2t5
TITLE: GmgG LcYElRlFy Dods
PR(UECI: GonoClockPhoo
T(} 4ufi)Afthibcb
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AY0'LCO E1620
AITN: Jhn Wilcy
SU8COTffiAC|IOR BFII : IN2I9
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JOB:
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FAXr 9?G.S.i5-t951
TOTALPAGESSENT:
RDQU|REDRESFOIISE: lAlffiWJ
COSTIMPACT:SCHEDIJI.EIMPACT:
REQTIEST:
Thc garage lovol entry dou uhdl be built pcr6ENdefails.
fu 34n ct8hEd Aldcr. No additioal details requircd.
STIBCONTRACTOR RFI I @19
IBQUESTEDBY: R.A"libhoa&Agciaica
SIGNSD-
MiksCuthbefism
Rstd rctd doors dod fones with wood overlay. ftitD to
Al\rswER:
Weftp A€ tJoTED Ato\,€.
nESFOIYDEIT BYI 4?40Archiccr
SIGIT'ED BY:
iw Tn qNsMTTAL
ml229ln NuxEEl
f,II Roollrg
fron G.C.b {l{l:
from a2tl0 to C.o|lltrr l:
srlrrcr: B!!.r in Rcrktcntbl Grages.
J59l Coytn rudSB Amt\ C{) t1620 i T. 710.3([.7t{D I F. 9fl}.tlJ.t9:it (P,O. Bq' 13tE)
424c,
Gon Creek Roldonccs .
Tuet
PRorEcf No.: 20900.00
m Rnlog
cufiMcnoR: LA. Ncbm. & Alsocile.
Debr 1..0t.6
Dar: 1.05.06
DficI
Drtc:
iEQurE) rEIrnN DATE 1.12.05
Submitred by : _go_lcmlqWlE
necciv ed hr__-',!!a lf riley
Sc'rt by:
Rcccivcd ry:
Comaxno:
ton al{ t Ce|t|atrc 2:
SGnt bf Dac:
Ihrc:Rcoivcrl by:
C-rnrnaE:
hor Combrt I b lil{l: t!'r Corli trdlq
^ro,
CO trcl I T. Tfft|azto I F. tto.ra&r$tr O.(} fc tilt
sd, by:Ilr.:
Rccivod bn Ih!c:
Coffiitti
frrr Ccrt!rt 2 b 1:l&, l6trl If !a, Sre 200, Dqrir, CO ro?fir|T.3@:gl.33$|f. t0fry2Jt l3
sdbI
Rccired tg:
hG:
Drc:
CoryrW
Iton a2a0 t C.C.l RA tilobd 1F.974476.7m (i$r10
Recii?d bf.__lEglcrnll _t!bc
Ddc:
DG
0t.0!il5
0t.0!1ff
Cmngr3r;
'Ea.lrdt il|!. ba iii.fo &i.7 L:ll BatH Sit agd.2d DorE Coffi lIrdt .!0! n rl|| f3O! 2913 | lls 42{Ltfuaoc
61 R.A.NEtsoI.l
lan. battd..t
Oa lt|E Wd
vd @ tr66tl&rf.or',:tF'd't tro.al?fa
REQTJEST FOR INFORTANO}I
ilo.oozn
TfI.I,ft Bcbp4cs
PR(l|lCA CronCrurtPbc
ATT]II:
42/40 Ardrilctt
5591 Coyob Ridgc
PO.Box t38t
Avon, CO 8162o
trnWiley
DAT'T:
JOn
COSTIMPACT:
v5nffi
3r-&00
Pf,oNI: 72(L3G7tO3
FAK y,GE4J{9'I
f{IIALPAGEII SIN'I:
RIQUBIIIRX{PoIGIS: fi2tlffi
ITHEDI'I,EIMPACT:
nEQITEST:
$Fuldrhat bc brle on hc wdls in$c gnnga aod tunncl? Tbc fruinatioaof 6E drfwdl in to pivatl grrrtc
aod th! tnn€t migh lool nrch bctF 11116 br*. Wo rho reoncld ttrt tfto brr bc rc lrlt r fro J l/{" bccars
orf a coflbt witb rbnh$litsf ebruion| pcr A9!1/3. Plw advisc.
nXQUESTEDBY: R,ANeIs&A!|ocLet
sGrflx):
C.oloaD.Wil
I'All:
AIilswEE:
Duc to previDrr vrbc cnglnecrll3 cfiort* | concrtctc orllr wdl brrc wl prwlded
for l.bc rcddcatid 8rrr3: wilr. Thc llrlrrrll $lubodreslor rbedC prwHc cdgo
trln rt thc botlou of thc tr[ gprr[ board o rcquircd Dy thc rpccilhrtlol rection
Wl6oA. Tbir tqnlrcr het scdgr n{n bc phcod tcrt En}iun wrll bold lbutl
dhdnffrr netcrirb'. Tte cdgo Hl rhould bc pbccd to I sonrfutGra%" btDtb|r;lt
for thc eppllcrffoa ofAcourdcel Sedent
nI {DLD!f,: au$Atctrldll
SIGNIDIY:D^rE-. Ll,ob.
424(J^
RFI TRAT.ISMITTAL
xnro!6e 0023E
.. . rl[Er @r#frhr.r]rfiFi;e E_!4&f*t-::__
*"@morc'125.06 ooFrRAcrm: R-A. Nolsm & Asrociaes
Gorc Cttcl Rcrid.ncg -
Tumcl
PRorECIm.: 20gql00
lfon G.C. to {2tO:591 €o9utc Rid3c, Avc, CO tl51t I T. 720j0t.?t03 lF. 970,845.tt'1 (PO. Bil33tt)
C;olcmo $risc llate 01.f8.06
Jim \Vilsv Dsta 01.1t.06
Drtc:
D'IG:
Submittcd b:t:
Rcceivcd bY:
Ihor al{l to CoDlltrtrr l:
S€flt by:
Rcocivcd by:
Cmrcats:
lbm a2l0b Coilttoot 2:
Sat bX
R*civcd by:
Ilc:
Dr&:
CooD€ot3:
[trCo!*.-lb,12*
Sctl bY:
3t''t Colol! EdlB Atoo, OD tl6L l T. tf3r.7tct I r.
'?0t4t
tlr (PI'. Dor lill)
Ddcl
Dctc:Roocivcd by
CooEanE:
froo Coordtut 2 to {2{h 162r rtr st, sG.200, Dmvd, co wn E.*J92.!!881F.303292.31t3
Drb:
Dde3
SeuS:
Reocivod by;
C;onrrrats:
tro f2{f b G.C.s ' RAriU$r I r.9m.476.7tE? (iottsb)
Sat bp Jin Wilcv
Rcccivod by: Colarrm Wirc
Dqtc:
D.t€:
01.20.06
CdmaE:
01.2006
C€: Bmdr Guiatce Todl Goddim
/n/lo^trJtGtlt|t ll.. dr!4io tb'eP 162l f,{li.ril s!{s{iE2mDglvg, colondo rc!02 r yll ,2 !ll8 f 303 292 tl'13 v42lorrti6[q.DD
& rrol+Yr$.o<t
REQUEST FOR INFORMATTON
No. fl1238
PROJECT:GorcCrcekPlape
TO: Afin:JinWilcy
42/40 Architocts
5591 Coyotc Ri$e
P.OJox33t8
Avon,CO t1620
Phone: 720.'30&7t03 Fax; 970{45-8951
REQI]ESIT:
Thc rmit Boilers requirc a *and perthe mechrnical drawings. Therc is not a ryecitication fo thb stsnd.
tr
JOB:31-04-00
STARIEDI
COMPIJ'IED:
RDQIJIRED: lnin006
'ree ATffcrt EP V^/O .
Roqraltd Bt:R..{. Nekm & Arslxer
'Sfrd:
Colcrnen D. Wiro
lqdti.a
Dro:
l|r.loll
oo
+i
-T_T
PLAN
l-,"*_,-] [,,_,,,--l-
ELEVATION
BOILER STAND RFI O23B
SCALE 3/4" : 1'-0"
+
1/4' CHECKER PTATE
2. X 2. TUEE S'EEL
AO'USTA8I.T IEGS
+
il
__lL::J
-RFI NIJIT{BIR:
NTT MANSMITTAL
w252
424c.
- Crorc Ct€d( Rcsidcnces '
Tmnol
RoJBctl().: 2(D00.L
mx: RFI I{g
coNtRAct(n: ILA Nckm & Arsocidcr
E Elc:
Datc:
STJBIECT:
Garaeo EnfryKq/pad
RDqmED rSnnN DATI:(n.r{.06
5591 Co!ret! Rklgc, Auut CO t1620 lT. 7203OSJm3 | F. 970'8'15.t951 (P'O. Eot( 33rC)
SubctitEd by:Mikc ftthborsm pa61 02'07'06
Dac: 0207.05
RFI loutlng
fron G.C. to {210r
Rocelvcd DY:
tor l2l0 to Corrdtrrt l:
Jim Wilcy
Scot tyl
R$oivcd bt:
torl rl2IO b Ccaultrct2:
Scot byi Ddc:
Dole:Rcccivcd by:
CodDanB:
fio.--5.1116{lll}f$r Coy.a St , Arn.. CO !lf2.lr.7ru67nf lF.gtotasrDfl GIr. Eor iilt)
Dsle:Scnt by:
Rceivod by:
Cotr|rucob:
fior C.otdtrDi 2 to l2aar 162r rtrst.sc.2m, D.orcr, CO $2ID lT.3o3rcl33tt IF 308'1Il3l t3
f,bte:Sot byi
Rccdved by
Conmroo:
ftonaA{ObG.C,:RA Nlbo I F.970.476.7t82 (itboitc)
' Srrd by: Jirn Wilcy Dac:
Ildc:
02.t0.06
02.10.06Rlccived Dy: MiL O|lhbdisfi
ComDcnB:
CC: Bttilb Geicroa Todd Oouldine
at$ Adl$rEh. dttqo btw t62r Eifb.Dtfi StlA 9uF100 Ddtfi., Cokdo Eq2 t ldt 29:f tl$ fJ03 2!r:l3ll3 w42403rhlffiGco-
,2lytElrd,ltut
v|d, @ t16llffit il&f613F&d|: 970.1t6.lltn,
REQUET}T FOR INFORilANOil
No.00:152
ffil,B: Odrjocatsykcypod
In(\nCn GorcCtcC&PIEG
AlAN:
42110 Arobiliotr
5591 CrydcRidge
PO.Box3388
Avm,CO 81620
Jin Wiley
DAII:
JOh
2nnM
3t44-00
PEOI{E: Z0-308-7E03
FAt( g/G&4895r
. IOTALPAGf,$8EI{T:
RT,QUIRIDRESONSE: Al4mW
COSTIMPACT: SCHEDLLBIMPACT:
f,EQUEST:
thir RFI cofrnr Fceot decUoar in tDo OAC rcgrding thc grrage eotry sym.
Ttc islnd od goocenec.L rhwn oa shcct Am{ rre to be eliminrted. The cnry lcypod is b be moubd in tb sbnc
o ttc wall to tle norfr of ttc drinewry, 6c auu ditucc ftrm.ihe &c ar the gmsauc,f, od moutoit 42" abovc
tfsd..
A recond f " cmduit, run to a 4 x 4 box will bc prorvidcd fa ftturc urc. ltis box will bc mouatcd directly !4i!c€ot to
thekcypodudwillbefnirhcdwitlablau&plc,paiordbneh6ctnnellouvprcobr. Theconduitwill
ermingc in thc west clcctricd mmr.
REQUESEDEY: RANdsoq&Alsie
EIGNEI}DAil:
Mtc C\thbertron
A.IISWER:
-Tttt$ WAs DFereW tlo'lD Aecc;Pf15D 4T Tlt6 2.b.q' OAO
MtrTtNg.
NESPONI'EI'EY:4U,{0 i{nbibctr
EIGI{III EY:D^n+lx-oQ _
RFI NUMBER:
RFI TRANSMITTAL
00273
424c.
Gore Creek Residences -
Tunnel
PRoJEcr No.r 20900.00
FILE: RIiI Log
coNrRAcroR: R,A. Nelson & Associates
suBJEcr: Tunnel East end Fire protection
REQUIRED RETURN Dott' 03.29.06
R.FI RoutiDg
from G,C. to 4240:
Submitted by:
Received by:
from 4240 to Consultrnt l:
5591 Coyotc Ridge, Avon, CO
Chris Lammers
81620 lT. 720.308.7803 | F. 970.845.8951 (P.O. Box 3388)
Date: 03.22.06
Date: 03.22.06Jim Wiley
Sent by:Jim Wiley
Received by:Steve Rondinelli BCER - 303-422-7900
Comments: Steve Dlors€ send back to me at the Avon Address below.
Date:
Date:
3.24.06
3.24.06
from 4240 to CoNultant 2:
Sant by:
Received by:
Date:
Date:
Comments:
from Consultrnt I to 42,1{l:
Sent by:
Received by:
Comments:
559t Coyote Rldge, Avoq CO 81620 I T. ?2030&7803 | F, 90145.8951 (P.O. Box 3388)
Date:
Date:
from Consultant 2 to 4240:162l l8'r'St., St€. 200, Denver, C0
Steve Rondinelli
8O2O2 lT . 303 .292.338 8 | F. 303.292.3 l I 3
Date:Sent by:4.20.06
Received by:Date:4.20.06
Comments:
from 4240 to G.C,:RA Nelson I F.970.476.7882 fiobsite)
Jim Wiley 4.20.06Sent by:Date:
Date:4.20.06Received by:Chris Lammers
Comments:
CC: Jennifer Hunt, Todd Gouldine
4240 Archltectlrc fnc, chicdgo den\ter | 621 Eighteenlh Street Suite 200 Dcnv6, Colo.ado 802(n t 303 292 3788 f303 292 3l 13 w 4240architectur6.com
t1.t l,lbd FondRoed
t/!', co 816,7
Tr&,u'pjC7O7ilSf6l
Fffi,r' 97017078/a
REQUEST FOR II{FORMATION
No.00273
TITLE: Tunnel east €nd firc pot6c{ion
PROJECT: Gort Creek Place
I'ATE:
JOB:
3n2n0$
3l-04-00
ATfi:
4?40 Architects
5591 Coyote Ridgc
P.O.Box 3388
Avoq CO E1620
Jim Wiley
PHONE: 720'308'780.3
FAX: 97G845-E951
TOTAL PAGES SENT:
REQUIREDRESPONSE: 3n9nffi6
COSTIMPACT:SCHEDULE IMPACT:
REQUEST:
Pleasc provide direction on what to do with the fire protection on tlrc east end of ttle tmnel. Mike Mccee (Town of
Vnil Ffe Chief) does not like the placement of the one sprinkler head under the grate. Mike McGee is not sure if this is
needed at all in this area-
One other suggestion is to ptace this sprinkler head in the stair landing with the sprinkler pipe running up the stair well'
REQUESTED BY:. R-A. Nelson & Associates
SIGNEI>
Cluis Lammem
DATts:
AI\SWER:
Sff$9119,9 CA*I) E6 DCir-t'Ttlo tJs Strc64TP
-Ll .r!5 7r7l-
It Ht cqtl4gw+f,frt& z@v-'e'e o4+rt?-9 lA' -Tths
A(Gf. ilrt pnrve /tqe66 @ fr,tzv mes**t'2
NW4\rV> <rttt WPLg*lr{1orl .
RESFONDEII BY: 4240 Ar*iteca
SIGNEII BY:
gq* gldrla€a*c
Jtun Wilcy
IIATE:
altluru
821W&Fott6'Md
v'it. co 6t657
Tdq,'gl,:97[71&765f
Fenb: 9fG1/6-7W
REQUEST FOR INFORMANON
No.00297
ilTt,l: North hnrcl sttiru/Ell marnry
PROJECT: Core Creek Place
DATI:
JOB:
4nBnUJr
3lrl+00
ATTN:
42/40 Arcbitects
5591 Coyote Ridgc
P.O.Box 3388
Avor!CO 81620
Jitn Wil€ry
PHONE: 72G30&7803
FAXI 970-845-8951
TOTAL PAGDS SENT:
RXQUIREI' RESPIONSE:5t5t2m6
COST IMPACT:SCTIEDIJLE IMPACT:
REQUEST:
Orr maconry contsactor ha8 reviewed thc north ttmn€l stairwell in thc middle of the goject ald has ssne conccrns atlou
Oc above grade portion They thin* drat 6e current design will not function and is aesthcticalty unpleasing. They believ
dre tiny grout line between veneer and stonc cap will fail. They are proposing that we extend the vene€r by 6' in height
and then install cap.
Also will thc lights in this area still fit with current design?
REQUESTED BY: 'RA. Nelson & Associatcs
$IGIIIED:
ClrisLmmcrs
DATT:
ANSWER:
RArse WrilI, b+€|{r}+f fi ttl cw 9[tr+ }tcrgql *) 41, sro,g*l oF grretF
lnto pp4 weL4". 6or.rp e@f tWgl-tv.i ?povOe oorr/Glt t^,lo brut".4tu.e&s @ 24qoo. t t{rerTs wwvwgr wrTh'd;-;, w44p Hfie47.
RESPONDED BY: 42l4O Architects
DATE: