HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 5D LOT N O GATEWAY UNIT 5TOWN OFVAIL
Department of Community Developme nt
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
March 30, 2000
Ms, Mary Gorham
Colorado State Plumbing Board Investigators Office
Fax # 303-894-7692
Re: Follow up to our telephone conversation
Dear Ms. Gorhanl
Here is the follow-up correspondence you have requested in regards to a plumbing and nechanical permit
issued for a remodel located at the Vail Gatervay Plaza Condominiums, Unit # 5 in Vail Colorado.
The owner of this rurit is listed as a Chmles R. Lipcon. The plumbiag permit number is P96-0062 and the
mechanical permit number is M96-0013. Both of these permits were issued to Colorado Plumbing Service.
Colorado Plumbing Service is listed in our contractor file as having a Satc Master Plumbing License of
#799. Thc work description for both of these permits is for an interior remodel. Neither permit discloses
the fact that any mschenisal equipment was to be installed during the remodel. The inspection history does
not show any inspections occurring on any mechanical cquipment. I performed a final inspection for both
of these permits on 8129/97 - During the final inspection I would not have been able to verit if any air
conditioning system or heating system would be adequatel-v sized to provide the proper condilioning of the
interior space, nor would I have inspected zuch s_vstems because it had not been disclosed on the permit
description.
Please be aware that the final inspection was performed over two and a halfy'ears ago and the only
information I have to rely on is the information in our permanent files. These files do not sholv any
mechanical equipment being added during the rernodcl. It is customary for thc Town of Vait's Building
Department to require cutsheets and rnanufacturer specifications on any new equipment being installed-
We would not have required any heat loss calqrlations on a rernodel if there were not an addition being
done to the rmit.
I trust lhat OIis is the tlpe of correspondence you have requested of rne. Ifyou have any funhcr concerns,
feel free to contact me at 9704'79-2142.
Serdor Building lnspector/Plans E:rraminer
Town of Vail
{p *u"'""'o "n"o
I
ES ign Review Action Form
TOWN OF VAIL
Project Name: Gateway Unit #5
Project Description: One-year extension of previous approval for a residential addition
Owner, Address and Phone:Vail Apartments, Inc.
Architect/Contact, Address and Phone: Steve Riden, PO Box 3258. Vail. CO 8165E
Project Street Address: 12 Vail Road
Legal Description: A portion of Block 5D, Vail Village Firut Filing
Parcel Number:
Comments: Project#:PRJ99-0177
Building Name : Gateway Plaza
Motion by:
Seconded by:
Vote:
Conditions:
Town Planner: Brent \ililson
Date: June 16.1999
Board / Staff Action
Action: Staff Approved
DRB Fee Pre-Paid: $50.00
F:\EVERYONE\DRB\APPROVAL99\GATEWAY5.WPD
CSgn Review Action #fo
TOWN OF VAIL
Category Number 7 oa,e /L/ 5/7/
ProtectName; I ruil !1 Q=;r-s-tL,.+l rlt>t>r l- n, /
Building Name:
Project Deecription:
tb '*
Owner, Address and Phone: \r+r I 14 '"r-,2n, r,=. ,l"s 7-.-rz
ddress and Phone:
rt1'e' ;-4- F
Legal Description:tot?u+erof@ck'5t> SuboivisionV*-l Vril*k,E /i* ZoneDistrict'tDlfzl
Project Street Address: / Z J,.+- I -ih,r.'--
Board / Statt Action
Motion by: Vote:
Seconded by:
! Approval
! Disdpproval
!i starRpprovat
Conditions: ln-.- ter- .-itu' ;-.,irn *^ --c L- n,Hpr-
:.. \ (,()
DRB Fee Pre-paid t-; -
,.t
',t NORIvIAN R. IIELWIG, P.C.
Attorney at Law
1000 South Frontage Road West
suite 2oo-A
Vail, Colorado 81657
Telephone: 970479-9579
Facsimile: 970479-9481
Denver Line: 303-893-1226
September 11, 1996
Greg Moffet, Ghairman
Planning and Environmental Commission
Town of Vail
75 South Frontage Road
Vail, CO 81657
Re: Vail Gateway Plaza Building
Residential Unit No. 5
Dear Mr. Moffet:
s[P x8199$
T 0V"t0t\llb,{' DLV' DEPT'
I represent the Vail Gateway Plaza Condominium Association. John Dunn, a
local attorney representing Knightsbridge Corp. (the owner of Unit 2 in the Vail
Gateway Plaza Building), has contacted me regarding a letter of approval that was
signed by Leo Palmer nka Leo Palmos on July 18, 1996 regarding approval of a roof
deck enclosure project adjacent to Residential Unit 5.
Please be advised that it is my understanding that Mr. Palmos signed the
approval letter in his capacity as a principal of Palmer Development Co., the developer
for the building. As the developer and Declarant under the Association Declaration, it
was necessary for Palmer Development Co. to consent to the use of reserved
development rights by the owner of Unit 5 with respect to the roof enclosure project.
To the extent that Mr. Palmos may have infened in the letter that he was
providing approval for the project on behalf of the Association, you should know that
the members of the Association have not yet conducted a meeting conceming this
project, and that the members of the Association have therefore not yet voted to
approve the project. The board of directors of the Association has reviewed and
recommended approval of the project, and we anticipate that the members of the
Association will, in fact, vote to approve the project at the Association's forthcoming
meeting. In the meantime, however, your office should not be under the impression
that the Association has formally approved the project at the member level.
I
1 September 11, 1996
Page 2
A meeting of the members of the Association will be scheduled to take place in
the very near fttture, and I will certainly let you knor the results of that meeting. Please
let me knour if I can provide you with any additional information.
Very truly yours,
oc: John Dunn
Don Schaper
Charles Lipcon
Steve Riden
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THIS ITEM MAY AFFECT YOUR PBOPERTY
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and EnvironmentalCommission of the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on January 8, 1996, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of:
A request for a Minor SDD Amendment to allow for changes to the development plan
located at Millrace Phase 3, 1335 Westhaven DriveiDevelopment Area A of the Glen Lyon SDD
(SDD No. a).
Applicant: Steve Riden representing Gregory WaltonPlanner: Jim Curnutte
A request for a Major SDD Amendment to allow for a 485 square foot addition to an existing
condominium in the Gateway Building located at 12 Vail Road, Unit Sl/ail Gateway Plaza
Building.
Applicant: Steve Riden representing Vail Apartments Inc.Planner: Randy Stouder
A request for a building height variance to allow for a residence currently under construction to exceed
the height limit located at 1339 Westhaven Circle/Lot 23, Glen Lyon Subdivision (SDD #4).
Applicant: Bill Anderson representing Mr. and Mrs. Charles HoveyPlanner: Lauren Waterton
A request for a wall height variance and driveway grade variance for the Koenig residence located at
795 Potato Patch Drive/Lot 26, Vail Potato Patch Subdivision.
Applicant: Eric Johnson for Gary KoenigPlanner: George Ruther
A change to the TOV survey policy to require an lmprovement Location Certificate (lLC) prior to a
foundation inspection when a project is within three feet of a setback line, has a building height within
six inches of the maximum allowable, has a driveway that is greater than 10% or for all projects
including three or more separate structures.Planner: Lauren Waterton
..Sign fanguage interpretation available upon request with 24 hour notification, Please call 479-2114
voice or 479-2356 TDD for information.""
Community Development Department
Published December 20, 1995 in the Vail Trail.
F teveryonetpecvraices\o1 089s.,,!pd
MP'
(970) 949-4r2r FAX 949-0304
Town of Vail
Community Dwelopment
75 S. Frontage Road
Vail, CO 81657
December 8, 1995
Re: Vail Apartments Unit #5, Vail Gateway SDD
SDD/l\rfajor Amendment
This proposal is for the addition of a glass/roof enclozure adjaceirt to Unit #5 of the Vail
Gateway Residence. This enclozure witr increase, approved and built square footage by4S*15 square feet, but does not exceed totrl atlowable squar€ footage of the original SDD.
Tbis proposal does not exceed any existing ridge elevations and all materials are to be
compatible with the existing structure.
u\0
69 /
PI tj
POST OFFICE BOX 3238
vAIL, CO.81658
. MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS.
rovlmd 10/5/
I
92 IFfr
IDPI,ICIITC
'(n|Dr!t!lrq!
DATE APPLICATION
rm SDtctt&Dn'tl4marl!i | :995
The aplrlication wlll. notls Bubnltted,
(please prlnt or typet
A.APPLICANT
UAILING ADDRESS *ouTt+
hl(
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E.
F
II.
D.
A.
B.
E.
I. Tht! procadurc ls rcguirod for any proJerhroush rh. spcclar D.vcr.op,.nr or.r"r.uc!*lrr{CIh U!ru|
be acceptcd untll all lnfortuBion
Et t c+vt:e. gt+, M t *.at.R- 3,tEloNE J%:2 3":_j? | 6
B,APPLICII.IT' S REPRETEN?A" 1
ADDRE1S ?:Q -3_2'58 t'AtL,lo pnoN34l3_3lA_
c. PROPERTY OmNER(S!/\otlrrn(r, Etmruttsf (J!fA FAi).
I'AILIT{G ADDRESS
STAI'PED. ADDRE3SED ENVELOPES OF lHE NATES OF OIINERS OFALL PROPERTY IDJACENT TO THE SUEJECT PNOPER.TI N.rO ILt$T oF tHErR NN{ES AND ItArLrNc eopnnssis.
A TITI.E REPORI to VERIFI O$UBRSHIP AIID EASET{ENTS.
Fo.ur. ({) .coplee 9f ghe follorlng lnformatioa nust bcsubnitted:
Detal.lgcl rritten/grapbi c d€ecripti or, of proposal i
An spyl"onruntrl . fuhpact reporc sttall be Eubrlltied toEne_zontng a(blnlltrator ln lccordance rr.t,h Cbapter18.56 trereof untce$ walved ny siiii'on-ralS-e.Oril, eierpcproJ6cts,
f1-oqcn epace and r€creatlonal plan sufflclenr ro meett'ne.dcnrndr E€n6rated by the d€vslopmcnt Hlthout, undueDurocn on avrllablc or proposed publlc flcllitlosi
Exlgttng contour8 havlng contour lnterr ala of not tnorethan flve fect lt the average slope of tne iffe fct$enty perceDt oa less, or iith contour lntervals ofnot mote than tcn f€et. lf the aueraqo ,Iope o! the sltela greater than tuenty pcrcen!.
t p.roposcd alte plan, ee a scalc not amallar than onell9n.9quars f1f.ty fcet, shortng the approalaaterocations and dlnenalona of alt bulldinqs andSt,ructules, ureE therein, and tll principal 6j,Leoeveroptr|ont fGaturea, aueh ag landscaped arear.recrelc,ional facllltica, pedostrlan piazar-anO'ralhrays, rcrvl.c. entrtial oriveraisl -ino-oii_st,.ect
parklng and loadlng areas utth proposod contours aftergrsdlng and stt6 developrnent I
/*/q f
DearMr. Riden
tr have reviewed the documents you sent me and have no objection to the proposal toenclose a portion of the deck indicated adjacent to unit #s;vail c,at"*"y Lulairrg v"il,Colorado.
Date kilJ| b
'
I
i..
o
Dear Mr. Riden,
I have reviewed the documents you sent me and have no objection to the propoeal to
enclose a portion of the deck indicated adjacent to Unit #5, vail Gateway Building vail,
Colorado.
-tUnit# 5 VailGateway
vail, Co6ilo
Name
I
)
Du r**.r, Aeeren"iil fftii*'"
JOHN W. DUNN
ARfIiUR A. ABPLANALP. JR.
ALLEiI C. CHRISTENSEN
DIANE L. HERMAN
R. C, SlEpHElr90N
sftcu! couNaEr:
JERRY W. HANNAH
Txe Vlrl BlHx Burr-orr.rc
SurrE 3oo
roe Sourx Fnoxaoe Roao Wesr
Vltu. Couoaaoo eresz
I,IAY 1 TELECOPIER:
19701 47A-47G3
TOV.COil,1l\ll. DEV, DEMEL*.HI:["'
AprlI 30, 1996
Ms, Lauren !{aterton
Department of Community Development
Town of VaiI
75 S. Frontage RoadVail, Colorado 81657
Re:
Dear Lauren:
This will confirm that I wish to receive notice of anyfurther proceedlngs before the Plannlng and Environmental
Commlsslon ln connectlon with the appllcatlon of Karl Kehrman andvail Apartnents for a nodiflcation of Unit 5, Vail cateway Plaza.
Yours very truly,
ABPLANAI.,P & CHRIStrENSEN,P.C.
. Dunn
kem
J-L:1S!g :3:.i3 STELTEil JAFE FiEi Ai€ ,*
footags avril$lc to mch* r|rir ponio! aftho do* .
of the vril
&J 949 a3a4 p. E1
TOTAL P.A1
TXIRX N0.1241 P.00i
T9T9$Z?f0r \:If { q7:qtt 9q /77 "n
oD b-softb vrll Grrrrey codmiira A.*ddoq E.pt d L hEtry drr ft(Vril Afrtmcrrte lno. o*acr of Unit #j, to cdm a ponin-ofrhe qidirg --oe a.a.arra rdjrcat to tls upper leud of urut #s. I hcw rcdcn Ed oa pmpoo acuoco rnahrrro no objcaion to rhe propod rs FFcrH ro oc, Alrc r hcrcbt elb,w to uro of, rho
4 -'C- 0Lf70 {7t-
Crrtarvry Condominiuru Ascooirdion
07/18/96 t3:80
r\r0O.l I'troo B I
Encroachment of Approved VVI phase 4
Encroachment of kritial Vail Gateway Submital
Enc;gachmg4t of Val Gatgway St2BtBB
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TOWN OF VAIL
?5 S. FRONTAGE ROAD
vAIr,, co 8L657
970-479-2L38
OccupancY:
Type Construction:
Tlpe occupancy:
Valuation:
Fireptace tnfofnation: Restri cted i
Job Address: status"
Location... : VAIL GATEWAY PLAZA CONDOSAppIied'
Parcel No..: 2101-082-64-005 Issued' '
Project No.: PRJ96-0077 ExPiree'
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON .]OBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #t 896-0105
lSSUED
05/L3/Lee6
APPLICANT R.A. NELSON & ASSOCIATES. INC
P O DRAWER 5400, AVON CO 81620
CoNTRACTOR R.A. NELSON & ASSOCTATES, rNC
P O DRAWER 5400, AVON CO 81620
OWNER VAIL APTS INC
I CHARLES R LIPCON, BISCAYNE TOWER
Description:
INTERIOR REMODEL
Phone: 3039495152
Phone:3039495152
srE 2480. 2 SOUTH FTSCAYNE BL
fof t,md/Pa L tet:
Rl Multi-FanilY
V 1-HR Type V 1-Hour
640,000 Add sq Ft:
fof Gas Appliances:#Of Gas Logs:
i**f*tr***Jr*f*frlt***irffif,rihffi*Hr**rr*****i*i**** FEE SUl,tllARY *f,h**rrHnt#rt*********i'f,**ffi
Bui Lding-> 2,900.m Restuarrnt Plsn RevieH*> .oo Total catcul'Eted t.es--> 5,958'00
ptan chrck--> 1.E€}5.OO DRB Fee---r------> 4OO.OO Additionat Fees--------> 'm
Inve3tigation> .OO Rccreation Fcr--------> .OO Totat Pernit Fee-----_> 5,938'00
uitr catt-> r'oo li*lt!3,! --::l ,,1i3:ffi ;:|.lil:'il-r= i ""',S;
Item: .05100 BuILDING DEPARTMENT Qep-q!--EVTIDING Divi-sion:
65713/Iieii-DAN --- Action: NdrE DAN PLANS EXAMTNER
05'/20'/1996 DA\t Action: APPR -- - --.--r,a ^ ! - .ii5;;'.05 4 0 0-'p-l,euurue--neFEfliM'Eirh'- _ _ - _ __ _ ---_Dgpt : PLANNING Division :
d57l3l1990 oatl Action: NorE ???? PLANNET
o5'/20'/L996 DOMINIC Action: APPR See condrUron
iirefr;,65-ooo-rlnE-DepenrMellT --_-- -- Depr: FIRE Divr.slon:
O5l13l1995 DAN ACTION: NOTE T{IKE EIRE-06'/2i'/it06 5'eTr e li;alona AFFn fire dept approval
rtbm:'ossdo-FirirTc wdnrS--- tEFt: FDs wonx Division:
A5/1311996 DAN ACTION: NOTE TERRY PWos/22/Issd LARRY_P Action: APPR LARRY PARDEE
****t******t****
See Page 2 of this Document for any conditions that nay apply to this pernil'
DECLARATIONS
I hereby acknovl,edg. that I have read this apptication, fitted out in ful,t the informtion required, conpteted an accunate plot
- ptan, and st€te that art the infofmrtion provided as "lquirJ is corfect. I agrer to compty iith the intormation 6nd ptot pLan,
to coety yith al,l, Tolrn ordinances and stlte tavs, and io buiLd this structure lccording to the Tovn's zoning and subdivision
codes,'disign review approved, Uniforn Bui[ding Cirde and other ordinances of the Tovn apPl'icabte thereto-
REQUESTS FOR INSPECTIONS SHALL 8E NADE
send ctean-up Deposit To: RA NELSoN
HOURS Iil ADVANCE
o
TUENTY-FOUR
********************************************************************************
CONDITIONS
Pernit #: 896-0105 as of 05/30/96 statust IssuED********************************************************************************
Permit rt?e: ADD/ALT MF BUrLD PERMTT
Applicant: R.A. NELSON & ASSOCIATES, INC
303949s1s2
Job Address:
Location: VAIL GATEWAY PLAZA CONDOS #5
Parcel No: 2101-082-64-005
Description:
INTER]OR REMODEL
Conditions:1. FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE.
2. ALL PENETRATIONS IN WALLS,CEILTNGS,AND FLOORS TO BE SEALED
WITH AN APPROVED FIRE MATERIAL.3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.1210 OF THE 1991 UBC.
4. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.5. THE CONSTRUCTION MUST COMPI.,Y WITH AI,L FEDERAL AND STATE
ACCESSIBILTY REGULATIONS.6. FIRE AND SPRINKLER PLANS MUST BE SUBMITTED PRYOR TO FRA},IING
INSPECTION.
7. A].,L STRUCTUAT STEEL AND BEARING WALL TO BE ONE HOUR FIRE
RATED8. All stucco nust natch with existing with no sign of repair.
epplied: 05/t3/L996
fssued:
To Expire:
****************************************************************
TOd!{ oF vArr,, coLoRADo Statemnt
****************************:l***********************************
Statemnt Nunber: REc-0149 Amount:5,938 .00 05/30/96 11:58/30/
Payment Method: CK Notation: #11755 Init: CD
Permit No:
Pareel No:
Location:
Thie Payment
Account Code
01 0000 41310
01 0000 41331
01 0000 4L332
01 0000 22002
01 0000 41336
896-0105 Tlpe: A-MF ADD/ALT MF BUILD PER
2t0l-082-64-00s
VAII GATEWAY PLAZA CONDOS #5
****************************************************:************
Total Fees:
5r938.00 Total ALL Pnts:
Balance:
Description
BUILDING PERMIT FEES
DESIGN REVIE}I FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
WIT,L CALL INSPECTION FEE
5, 938 . 00
5,938 . 00
.00
Anount
2,900.00
400.00
1, 885.00
7s0.00
3.00
TorW oF VIIL Id: ACrP185 *"tU, *.t ueer: aINoL;EN - o3lzsloo
Acti\rltte6 As.ocLeted to PRO\tBer: PRrT96-OO7? PIJITUBII$C' PERIIIT
Pct*llt l[o : F96- 0052 Agrpllcant : CALORiADo PIOIitBIlfc SERVICB
Statur: FMAtrr L,ocation ! VAIL GATFTIAY PLAZA CloNDOg #5
Lina Actiffty Type geq gtatus Irocatiob
1 .896-0A05 A-IIF FINAI, VAIIJ GATETIAY PLAZA CPTqDOS #5
2 896.0089 B.RLEC FINAL VAIIJ GATBI{AY PI.'AZA CONDOS #5
3 P96-0052 B. PI,}IB FINAI, VAIL GATEI{AY PI.AZA COIIDO8 #5
4 lti96 -OO43 B-I|BCXI FINAL DAIL GATSWAY PLAZjA cANDoS #5
5 T96-0139 A-I(ECH FINAIJ VAIIJ GATEWAY PIJAZA CONDOS +5
EDter Llne lilumber:
Rlssr|lqtty Screen, Fz=Next 15, F3=Firet. 15, ESC-S<1t Liet
TOWN OT'VAIL
75 S. FRONTAGE ROAD
VAIL, co 81657
970-4?9-2L38
Job Addresa...:L,ocation......:
Parcel No.....:
Project Number:
DEPARTMENT OF COMMI'NITY DEVELOPDIENT
NOTE: THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
DAIL GATEWAY PI,AZA
2101-082-64-00s
PRJg 6-0 07 7
Status...: ISSUED
coNDos #s Apptied. .r 0s/.13/.L996
riiued. ..t 05/30/Lge6
ExPires. . : LI/26/L996
ON JOBSITE AT ALIJ TIMES
Perrnit #: M96-0043
Phone: 3039459809
816 01
Phone: 3039459809
81601
APPLICA}IT
CONTRACTOR
OWNER
COLORADO PLI'MBING
45705 HIGHWAY 6 &
COLORADO PLT'MBING
45705 HIGHWAY 6 &
VAII APTS INC
I CHARLES R LIPCON, BISCAYNE TOWER STE 2480,
Valuation:
SERVTCE, INC.
24, GLENWOOD
SERVICE, INc.
24, GLENWOOD
SPRINGS
SPRINGS
co
co
FEE SUilITARY
5$.00 Rcstulrant Pt8n RevieY-->
2 SOUTH BISCAYNE
25 r 000. 00
#of Gas Logs:fof tl@d/Pal.l..t:
,00 TotaL calcutat.d Fccs---) 628.W
BL
Descripti-on:
INTERIOR REMODEL
Fireptac. lnfomation: Restricted:fof Gas Appliances:
llechanicat---)
Ptan Chcck->
InvestigrtiorD
t'li tt C!tt-_>
125.00 DRB F
.00
3,00
TOTAL IEES-_--_
Additionat Fees--->
TotaI Permi t Fee---)
Paynren t s-------)
BALANCE DUE-----
.00
6eE.00
.00
62E.@
628-00
.009,tL rtr.E rrvE-
*r*t***rt*r*******
.l
2.3.
4.
5.
6.
7.
8.
accurrta ptot
and plot pt.n,
Item: 05100 BUILDING DEPARTMEN? Dept: BUILDING Division:
651i6/lgg6i-cHARLTE- -AeEion: epPR pen oAN
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REQUIRED TO CHEqK EQR qQDF^q9MPLIANCE.
e6frEEsii6N-Ain-iS nEOurnEo PER sEc. 607 qF-TEE--1-291 uuc.iisifArililoN-i,iuSi cOfiront'l r0 MANUFAcTURES rNsrRucrroNs AND
TO APPENDIX CHAPTER 21 OF THE 1991 I'MC.
6[s-aFFilIAi,icp-s -SHeu-BE-vENrED AceoRDIb]c-To qUAPTEB e ANDSiilrittEnuillEie-As-SpnerrrED rN sEc. e06 qE-THE-legl tiMc
ledffis - tii frEiiiTN-c-s00lFfrEfri-M03r-e6upr.v wl rH snc . s 0 s AND
703 0F THE 1991 UMC.6orr,eR.s-iiFail-se-MduNreo oN FLooRs oF NoNcqyBqgTr-ELE coNsr.
IwiE55-rrSrsD FOr MouNrrNG oN coMBUsrrBL, ELqqRI!\lG-.FEfrfrir,FtIN5-eftD--cUDE- aNAl,vSls Mrusr BE PosrED rN MEcHANrcAr,
ROOM PR]OR TO AN INSPECTION REQUEST.
ijF.Ei'NldE - cir -MELTHAN I eAl - n66us e0llTn rtlrne HEATINg- qB- Hor-wATER
SitTF-tT-sotlniiS--sntil-,L -ee- EOuipPED-wtTH A FLooR DRAIN PER sEc.
2119 0F THE 1991 I'MC.
DECLARATIONS
I hcrcbv acknontcdge that I hav! rcad this apptication, fil,ted out in ful,t the infornation. required, conpleted.an
ptan, aid statc thit ltt the inforertion prcvided as rcqui red is corfcct. I agrle to corPty lrith the rntorFlron
********************************************************************************
according to thc Tom's zonlng lnd rubdivision
. Tovn apptic!b[c thercto-
AT OUR oFftcE FRolt Er00 A|| 5:00 Pi
SICMTilNqloF Effi€N 9R CONINACTOR FOR HIIIgELF AilD OIINER
i
;r.
I.i '
i
I
I
L
I
I
.':'..
TOWN OT VAIL
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-47 9-2L38
APPLICANT
CONTRACTOR
OWNER
Ptumblng----->
Ptan Check-_>
DEPARTMENI OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
PLT]MBING PERMII
Job Addresst
Location. . , :
Parcel No..:
Project No.:
ON JOBSITE AT ALL TIMES
Pernit *: P96-0062
Status. . .
VAIL GATEWAY PLAZA CoNDOSApplied"
2101-082-64-005 Issued' "PRJ96-0077 ExPires ' '
I S SUED
05 /t3 /7e96
os /30 /tee6Lr/26/tee6
COLORADO PL,LMBING SERVICE Phone: 9709459809
45705 HTGHWAY 6 & 24, GLEMIOOD SPRTNGS' CO 81601
COLORADO PLUMBING SERVICE Phone: 9709459809
45705 HTGHWAY 6 e 24, GLENWOOD SPRINGS' CO 81601
VAIL APTS TNC
tCHARLESRLIPcoN'BISCAYNETowERSTE24S0'2SoUTHBISCAYNEBL
Valuation:60 r 000.00Description: INTERIOR REMODEL
F€E SUI'II.'IARY
900.00 Restuarant Ptan Revieu-->
2?5.00 ToTAL FEES------
**rtddrt#tr**
.OO Tota( Cal,cul,ated Fees--> 1,12E.00
t , tZg. OO Addi t i ona t Fees-----> '00' Totat Pernit Fee------> 1/128'00
PaYrents--------
BALANCE DUE-------> .m
Investigation> .00
uiLL caLl,--> 3.00
M
Ite.m: ,05100 BUILDING DEPARTMENT Dept: BUILDING Division;
65fto1tsse CHARLTE Action: APPR PER DAN
ffi ,r***i*t***frr**Rffi t*t*f **t**ir**f *Jrif r*ic|*fr/r*i*
CONDITION OF APPROVAIJ
t**********t****t*t***i**rr********trt*****t***i************************+i*****r******r**r***ffi
DECI,ARATIONS
t hcreby rcknoHl,cdge thlt t havc read this sppl.icstion, fil,tcd out in fuLL the information r
pf"^, "'"a statc th;t atl the infornation provided as required. i.s corr"ct' -l "gf:: I9.:9"tP
c ptot
10n
and
t ptan,
sionsuHii;;;rptt ;iih-" i [-i;; ""din"n""" and stite [avs, and io buitd this structure according.t-o th:
codes, drsign reviey approved, Uniform Buil,ding Code and other ordinanccs of thc Toylppticabt
REOUESTS, FOR I]{SPECTIONS SHALL BE }IADE TIIENW-FOUR HOURS
, cotrptctrd
et
FOR: B.ri:9197
q)e/1'u-e1 (''x4"ua'' 74-- >
t t htb f u'lrt 's;
F'f1GH 4
f,REA: CD
REPT131 TfiI^JN OF VAIL,. COI.BRtrbT]
fig/e9/97 OB:OO REEUESTS FOR INSFEf,TION h,ORP. SHEETS
tret i v.i t-y r-.€86-tZt 1fi5 A/i!.q /'J? 1-ype r A-.MF
Address:
Locat i on ri [oNnos #5
Far'ce I
De ser i pt i on i
Statr"rs: Ii3$UED
Oct:;
[-'frone+ : :f]rzr394Q5l.5E:
F'hone:
F,hnne: 3fr3949515t
EonEtr": AllF
[Jse: V 1*HR
Appl icant r
Owner:
Cont ract or :
INTER]OR RHHNDEL
R. FI. NTLSON &. A55DCIATEs.
UAIL AF.TS INC
R. A, NELSON rt trgiSnCIRT'ES.
IND
I NI)
Inspeet i an Reqtiest Informatian..,,
ReqrlEslorl LFIRRY/J, L, UIELE
Req Ti me: O1 : ?tlZt Conrment s r AF-f ER
Items requested to be Inspeeted..,
A12'1196 BLD6-F in*l .-
Fhone: 47 1-[t633
3 F'M
Act i on lloroment s Time Exp
Inspection Historry. .., .
ltemr slErslrzr dr.iveway qrade final
Itemr OAfi1O BLDG-Foati.nqs./5teel
Iten : taAEEO BL.DG-For-rnclat inn/.$teel
Item: @OEPO F'LAN-IL-C Si1:e F lan
It em : ACIA3E BLD6-Ft'am i ng
lA/LA/)A Insnectar: tjF
Not es; main rtr"r-rctr-rr.al stee
protected, :,r-rbrrrit pr'
t'emovP tt'ap anij st*n
all penetrations thr'
f it'e blo*k al I wal ls
shafi neerjs 5,/{3 x ro
lA/3q/94 Inspector': D$
NoteE: LETT'ER REtiUIRIi:D STRT
OF DOUBLE 5II[[I-ROCH
Item: BSTO4O * * Not iln File * n
Iten: 0AqtFAl BLDG-Insr-rlat ion
l1l48/96 Inspector.: CF
Notes: nain struetr-rr'a1 stel
It em : fiOgt6ta BLDti-Sheetrcrck Nai I
11/e5/96 Inspeetcr': DS
Item; EtOtltSO * * Not 0n Fi Le x *
It em I AtaETtA ELDG-Mi Er.
It em r Ettlatgo BLD6*Final
Iten: OlAS3lA BLDti-Temp. tr/nIt en: OlA331 FI RE*TEIYIF,. C/i.l
Item: qtelSSg F,hI-TEMP" tlt)
It em: C1ft533 PLRN*TH|YIF . C/A
Iten: 84337 F,LftN-FINAL" T,lfr
Item: 0BSSA FIRE*FINRL C,/il
ltenr tZttZrs3g Ft^,-FINAL filO
Itemr 00t544 FLDG-FinaI C/fi
Ar:t i on : AF trtl AF F RIIVFt)
I & r:oluinns i* r'eqr-r i t'ed to be one lro
cposal on hcrw this wr.lt he aconrplish
d lripe f r"sm inter"ior wall
u f loot- and eonridcr r*al l s t-t$i be f
and cei I i.rrgs and conrealed spacee
c.k and fire tanecj
ACt i ON : ffF,F'R AF.F'ROVED
IN6 I^IILL RBCP. I-JONL F,Hlf4ARY STEE;T" IhIL
Action: AF:'trR finish vaBor bai't'i er
I protected Fer' aHreernent with b, o,
Actionr AFFR AFFnOUEII
r_t
e
REPT 137 TNWN AF VAILN EBLORADO PAGE
AREAI CDA8leg/i? OBrOB RFOUESTS FOR INSF,E{-'TION IIORK SHEETS FflRt 8/:39/97
- - ---- -:=========-= === ===== =
Act ivity: M96-8F43 A/!9/97 Type I B*MECH Statr.rE I I$SUED Constnr AAtrT
Address r
Loeat.ion**SAIL*6AT€WnY pLf'lZf; CUNE66 {*S
trarcel : 31O1-tZlBP-64*UIO5Descriptionl INTERIOR RE:MODELApplicant: trOLORADO PLUMI{ING SERUICE, INC.
Owner; VAIL APTS IN{:Contractorr COLORADtr F,LUMBING SERVICET INC.
Ecc: Use:
Frhone: 38394598t2t9
Fhane I
F,hone: 3tZt39459BOB
Inspeet i on Request Infor.mation....
Requestorr LARRY/J.L. VIELE
Req Tiner Ol:OO CommentE: AFTERItene requested to be Inspected"..
OO39O fttECH*Final
F,hone: 47 l_rIrBSB
3F,M
Art i on Comment g Time Exp
Inspect ion
It,etr
History.,,,.
OOEAA MECH*Rough
l@/ L7 /96 Inspeet or-: CFNotes: MECH R0UM l{AY NEED TD
trOe40 trLMB-Gas' triping
80310 ltlEcH-Heat ingg
0O3AO MECH*Exharrst Hoods
0O33O FIECH-Bupply fiir-
OO34O MECH-Mise.
00396 MEtrH-Final
60538 FIRE-FINAL C/O
Act i on : AFtrR AF'F ROUED
BE SF.RINKLERED
Iten l
Iten r
Iten l
ltem r
- Itenl
rgh, Iten r
:,,i, Itemt
F!AGE
AREAI CD
Act iv'ity: tr96-til06a A/'e9/97 Type I B-F,LltlB l'btat'rs: I55UED Constrr: AAF,T
Addr.ers l
Location r
Far ceI l
Descrii pt i on :
Appl icant r
Owner:
Contract or:
VATL GATEKJAY F.L.AZA CBNDT]S *5
elol-a8e*64-oaF
INTERIOR REMODEL
COLORADO PLUMBIN6 SERVICE
VAIL AF'TS INC
CT]LORADT] PLUMBIN6 SERVICE
Oec: Use:
F h on e : 97O94598O8
Fhone:
F,hone r 97O9459SO9
', .t ,REFT1SI Ttlr^JN OF VRIL.! COLORfrDB
Ag/e9/97 OBr08 REAUESTS FOR 1NSFECTION NORK'SHg€.rS FORt 8/u9/\7
===== ===i=titaiii=-====*=e== ==*= =
Inspect i on Request Informat i on. . . . .
Reqr1s5tr orr LARRY,zR. Q. NELSON
Req Tiner @1:0O ComnentEr AFTERItens requested to be lnspectc"d...
Otae90 trLFlB-Final
trhone: 471-tI833
3F.Mo"/ifldp?ir'm'.Ti me Exp
In:pbction History.... "Iten : AOeIA FLlr'lB-Under.gr.or-rnd
Itea r 6OeeO trLl{B*Rough/D. tt, U.
@6/19/96 Inspeetor: EF
@8/eAl96 I nspect or' : DS
Iten r O0ESA trLFlB-Ror-tgh/t^lat er
&6/t9/96 Inepectot': CF
A8/gS196 Inspector': DSItrnl 06e46 FLlvlF-Gas F,ipingItem: AOe50 FLMB-Fool,/Hot Tub
It in ! Q9ebg F|LMB-Mi ec.Itelt OgggCI trLltlB-Final
ItOmI OO538 FIRE*FINAL C/O
Action: RFFR
Action: flPFR
Action: Af--'trR
ffct ion: AtrFR
5LFS. AIR THST
3F.SI
BIZ'l.Fs. AIR TEST
DOI{ESTIC F'RESSURE
TOWN OF VAIIJ
75 S. FRONTAGE ROAD
vArL, co 81657
97 0-479-2138
lnvestigation>
l,li t t cat l.-->
TOTAL FEES-_>
DEPARTMENT OF COMMUNITY DEVEI.'OPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit +: 896-0089
Job Address:
Location...:
Parcel No..:
Project No.:
APPLICANT WAGNER ELECTRIC INC
P.O BOX 4995, VAIL
CONTRACTOR WAGNER ELECTRIC INC
P.O BOX 4995' VArr-,
OWNER VAIL APTS INC
* CHARLES R LIPCON,
DescriPtion: INTERIOR REMODEL
EtectricaL---) 630.m
oRB Fee
Phone: 3039495151
Phone: 3039496161
TOWER STE 2480, 2 SOUTH BISCAYNE BL
Status...: ISSUED
VAIL, GArEwAv PLAZA CoNDoSAppIigd"' 92/,\1/,\2292101-082-64-005 Issued"'r O5/.3o/.t9eb
PRJ96-0077 ExPires": LL/26/1996
co 816s8
co 81658
BISCAYNE
Valuation:35,000.00
Total catcutated Fees---> 63]-00
.00
3.00
533.00
Additional Fees--------->
Total Per[it Fee------>
Paynrnts-------
BALANCE DUE--_-
.00
633.00
633. m
.00
Item: -06000 ELECTRICAL DEPARTMENT - Pept: BUILDING Division:
65716/irtii-cttAnl,iE Action: APPR FOR ERNST G
*****r****f*rffi
CONDITION OF APPROVAL
********r******
DECLARATIONS
t hereby acknoHtedgc that t have read this appticatjon, fil.Led out in futt the information required, conPteted.an
pt"n, "ia "t"t. tfrit "tt the infornration proviOea as required is correct. I agree to Gonp I'y vith the infoPmation
i;;;tt,itt "tt Tohln ordinances and state tavs, and io buitd this structure according to the ToHn' s zoning and
codesr'disign rcvicv approvcd, Uniform Buitding Coda and other ordinanc.s of thc fovn apnticj\e thcreto'
AT OUR OFF
accuratc Ptot
and ptot Ptan,
subdivision
REOUESTS FOR INSPECTTONS SHALL BE IIADE TI.IENTY-FOUR HOURS IN ADVANCE BY IELEPHOIE AT
HI}TSELF AND OI.INER
,::::i,P"r1;i oF vA* coNsrRucrrt
tact Eagle County
970-328-8640 for#:2-tg PERMIT APPLTCATTON FORMD^rE, 5.lftlq0
-, APPLICATION MUST BE I'ILL,ED oUI cotiPLETELy oR IT uAy NoT BE AccEpTEDU
f,****************t************ PERtlff fNAORUATfON ****!r*********************i**
-[f,]-ButIdtng[yJ-P1unbin9u.]-E1ectrica1g/1-r,reehaniba1trq$F;
Job Name:
Legal Descriptions rc# etuci_ -rtfrnt- ,rr"r"rrr._,
owners Narne: q Address: tri+:
Architect:S"rwev sq*sr Prcr\ Address:Prltc.'\3z3A vA\[r^ s[6{ prr.&i]-*J_
ceneral Description:
It,work crass: [ ]-New [ ]-Alteration t r-Aalclitionar [ ]-Repair [ ]-other
Number of Dwelling Units:Nunber of Aceomrnodation Units:
PERI'IIT #
Plunbing Contractor:
Address:
Mechanical Contractor:
Address:
*****************************a**
BUTLDING PERMTT F8E:
PLI'!{BTNG PERMTT FEE:
MECHANICAL PERIIIIT FEE:
EI.,ECTRTCAL FEE:
OjrHER TYPE OF FEE:
DRB FEE:
Town of Vail
Phone Number:
Town of Vail Reg. NO.
Phone Number:
FOR OFFICE USE ***** ***************** *** ******
BUILDING PI,AN CHECK F'EE:
PLUI{BTNG PI,AN CHECK FEE:}IECHANICAL PUA,N CHECK FEE:
RECREATTON FEE:
CI,EAN-UP DEPOSIT:
TOTAL PERI'IIT FEES:
BUTLDTNG:
STGNATT'RE:
ZONING:
SIGNATIIRE:
It,EArr lrP DEPOSTT REFI|I{D trO:[-.A- utdsrq S A&{oL,OOLo 13+6r
^{r<ll, ',Al rrr-r fO r., n-<f irr u,a4 ? H f.
P I'Dtaq"rr* s4oo
'Avou- f rr. $toZO
I o
R.A. NELSON
o
&essoctATEs, lNc.
October 30, 1996
Dan Stamick .
Town of Vail Bldg. Dept.
Vail, CO 81657
RE: Gdteway unit #5 - Fire Protected Steel
Dear Dan,
In reference to our walk thru of Gateway unit.#5 on 10/29196. All
eteel an'd columns will be:' A. Wrapped with 2" mineralwool S;A.B., Fire Attenuation Blanket tor 1 112 hour rating
or- B. Wrapped. with a double layer-of 5/g"'sheetrock.
This should address any concerns you may have for the fire rating
Please call me with any questions.
rN?70-949-4379
major structural
of this structure.
''
PO. Drarer 5400 ,Avon, Colorodo 81620 .970-949-5152a
Hydraulics Summary
All-State Flre Protection, lnc.
6045 E. 76th Ave, #12
Commerce Gity, GO 80022
(303)288-3901
S heet
Designer:
Qolc By:
Dote:
F.P. / 0.K.
F. P. ,/ D. K.
10-22-96
System Information
_Hydraulics Design Criteria_
System Type: tJet
Density: Lz Gpi4/
Remote Areo: 4 AS
Sprinkler Coveroge: 2O, x2O'
Design Stondord: NFPA 13R, 1994 ed.
Hozord: (NA)
Figure: (NA) Curve: (NA)
Sprlnklers / Nozzles_
Monufocturer; Cent.al
Model: Residential Optima Concea I ed
size: 7/L6't 0rifice - 1/2" NPT
K-Foctor: q.2
Temp. Roting: 160 degnees F
Project Information
Gateway Plaza Unlt 5
12 South Froniage Road
Vail, Colorado 81657
Controct No: 96047
Building: Unlt S
System lD: Remote Anea
Ref. Drowing No: FP - t ol 2
Construction: Combustible
Occuponcy: Residential
7a
*1
Authority: Uai I Fine Pnevention
Hydraulics
Information
Demand...
Spr Req'd Pres:
Spr Req'd Flow:
Add'l Flows:
Hose of Srce:
Totol Flow:
Totol Pres:
Stotic Elev:
Supply...
Dote:
By:
Water Flow Test
Stotic: 100.00 pS t
Residuol: 80.00 PSI
Qty Flowing: 3000.00 GpM
Elevotion: 0.00 Ft
62.90 PSI
76.06 GPM
100.00 GPM
O.OO GPM
176.06 GPM
64.29 PSI
0.00 Ft
Time:
(NA) PSI
(NA) PSI
(NA) GPM
176.06 GPM
4LO2.67 GPH
Pump Data
Roted: 0.0 PSIe 0.0 GPM
Boost Pres: (NA) PSI
Dischorge Pres: (NA) PSI
Dischorge Flow: (NA) GPM
Combined
Stotic:
Residuol:
Qty Flowing:
Avallable...
P) ss.se Psre
F) 64.29 Psre
Margin...
Pressure: 35.60 PSI
Flow: 3926.61 GPM
Dynomics Corporotion
770O Summory Sheet
=oo-
efoop4
Remote Area #1
System Demand..
Spnink ler Demend 62.90
Additional Flows
Hose et Sounce
Total Demand 64.29
PSI e 76.08
100.00
0.00
PSI e 176.06
GPM
GPM
GPM
6PM
Water Supply..Static 100.00 PSI
Residual 80.00 PSI e 3OO0.0O GPMElevation 0.0O PSI
6lgme Dynamlc! Corporetlon
7700 Supply , Donrnd Oraph
Margln
Pnessune 35.60 PSIFlow 3926.61 6PM
n a-l-- 350
Wator Flo\^r(GpM)
. .SIIBMITTAL SERIAL NO:23801IY1 10-22-L996 PAGE 1
Remote Area #1
Gateway Plaza unit 5
12 South Frontage Road
VaiI , CoLorado 8165?
Al-l-StaEe Fire Protection, Inc.
5045 E. 76trlr Ave, #12
Cormerce City, CO 80022
(303) 288-3901
FIJOW TEST RESULTS
I{ater SupplySTATIC 1OO.OO PSIRESIDUAL 8O.OO PSI @ 3OOO.OO GPM
CITY PRESSURE AVAII.ABLE AT 175.1 GPM 99.89 PSI
ST'MI{ARY OF SPRINKLER OIITFLOWS
ACTUAI., MINIMT]MSPR FLOW FI,OW K-FACTOR PRESSI'RE
101 17 .00 17.00 4.20 1_5 .38L02 20.48 17 .00 4.20 23 .78103 L9 .49 17.00 4.20 2L.53104 r_9 .09 17 .00 4.20 20 .66
TOtrAIJ VIATER REQUIRED FOR SYSTEM 76.05 GPM
OI'TPI,OWS AT 20 1OO.OO GPM
TOTAL !{ATER REQUTREMETiTT 175.06 cpM
PRESSURE REQUIRED AT O 54.29 PSI
!4N(IMI'M PRESST'RE I'NBALANCE IN IJOOPS O. OO PSI
II'IA:(IMUM VEI.,OCITY FROM 52 TO 53 13.25 FPS
ST BMITTAI SERIAL NO: 2380HY1-
Remote Area #1
GaEeway Plaza Unit 512 South Frontage RoadVail , Colorado 81657
LO-22-L995 PAGE 2
Pipe Fittings Equiv FricLion PressureSize & Length Loss SumnaryIN Devices Ft PSI/FI. PSI
0.811 L 0.33 C=150 PT 15.38 (101)
F=E F 3 .00 PE -0 .14DR T 3.33 0-2232PF O.74
0.8L1 L 14.00 C=150 PT L5.98 ( 54)F=T,E F 7.50 PE 0.00BN1 T 21_.50 0.2232 PF 4.80
PT 2L.79 ( s3)
Location
From To
54 101
Flowin
GPM
0 17.00
o l-7.00
5453
55 103
57 LO4
o
57
o
s3DQ
o
19 .09
r_9 .09
17 .00
35 .09
0 .8L1
DR
0.811
BN1
1.055
BN2
0.811
DR
0 .811
BN1.
0.811
DR
1.05s
BN2
2 .009
FM5
F=E
F=0
F=T, E
F=E
F=T, E
F=T
F=T
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
IJ
F
T
56
55
53
52
50
51
Tt
F
T
L
F
T
L
F
T
L
F
T
t
F
T
L
F
T
L
F
T
0 .33
3 .00
3 .33
L.25
0.00
L.25
5 .75
10 .50
15 .35
0 .33
3 .00
3 .33
4 .50
7 .50
12 .00
C=150
o.2766
C=150
o.2755
C=150
o.2496
C=150
o.2874
C=150
o.2874
0 .33 C=l-50
4 .504.83 0.31s1
3.75 C=l-50
7 .60
11 .3s 0.0875
5.75 C=150
15 .20
20 .9s 0 .003s
20.66 (104)
-0.14
0 .92
2t.44 ( 57)
0 .00
0 .35
2j..79 ( 53)
0 .00
4.08
2s.87 ( SZ1
21_.s3 (103)
-0-14
0 .95
22.3s ( s6)
0 .00
3.452s.80 ( 50)
23,78 (X02)
-0.14
L.52
25.L5 ( ss)
0 .00
0 .9926.t5 ( s1)
2s.79 ( 50)
0 .00
0 .07
t9.49
19 .49
55 102
20.48
20.48
52 50
L9.49 F=28
Location
From To
FIowin
GPM
SUBMITIAL SERIAI NO: 23801IY1
Remote Area #1
Gateway Plaza Unit, 512 South Frontage RoadVail, Colorado 8L657
to-22-t995 PAGE 3
Pipe Fittings Equi-v Friction PressureSize & Irength Loss SununaryIN Devices FT PSI/FE PSI
2.009 L 12.08 C=150 PT 2s-86 ( 52)F=0 F 0.00 PE 0.00FM5 T 12.08 0.0241 PF O.29
2.OOg L 5.7s C=150 PT 26.t5 ( 51)F=0 F 0.00 PE 0.00FM4 T 5-75 0.0431 PF 0-25
2.009 L t2.25 C=150 PT 26.40 ( 27)F=E F 7.60 PE 0.00FM3 T 19.85 0.0431 PF 0.85
2 .009 L I .75 C=150 PT 27 .25 ( 261F=0 F 0.00 PE 0.00FM3 T 8.75 0.0431 PF 0.38
2.009 L L2.92 C=150 PT 27.64 ( 25)F=28 F 15.20 PE 0.00FM3 T 28 .L2 0 .0431 PF L.zL
2.423 t 52.50 C=150 PT 28.85 ( 24)
F=T,2E F 35.00 PE 0.00FM3 T 88.50 0.0173 PF 1.53
3.260 L 4.s8 C=120 PT 30.38 ( 23)F=0 F 0 .00 PE 0.00FM3 T 4.58 0.0062 PF 0.03
4.260 L 10.17 C=L20 PT 30.41 ( 22)
F=2E,BV F 25.60 PE 0.00FM3 T 35.77 0.0017 PF 0.06
4.250 - L 10.?5 C=120 PT 30.47 ( 2t)F=0 F 0.00 PE 4.65FR3 T 10.75 0.00r-7 PF 0.02
4.260 L 35.08 C=120 PT 35.15 ( 20)F=0 F 0.00 PE 15.53FR2 T 35.08 0.0079 PF 0.29
4.260 t 12.83 C=120 PT 51.07 ( 13)
F=E/E,T F 29.60 PE 0.00FM1 T 42.43 0.0079 PF 0.34
27
26
25
24
23
22
2L
26
25
24
23
22
2L
20
s]_ 52DQ 35 .09o 5s.s8
27 s].DQ 20.48
o 76.06
a 76.06
a 76.06
a 76.06
a 76.06
o 76.06
o 76.O5
a 76.06
13 20DQ 100.00
a L75.O5
13
a L76.06
10
SUBMITTAT SERIAL NO:2380HY1
Remotse Area #1
GaEeway Pl-aza Unit 512 South Front,age RoadVaiL, Colorado 81657
LO-22-t995 PAGE 4
Flow Pipe Fit,tings Equiv Friction pressure
in Size & tengEh l-,oss SwrunaryGPM IN Devices Ft PSI/Ft. PSI
4.260 L 6.67 C=120 PT 51.41 ( 10)176.06 F=T,BV F 28.00 PE 2.89FR1 T 34.57 0.0079 PF O.27
4.260 L 1.08 C=120 PT 54.57 ( 7)
176 .05 F=0 F 0 .00 PE 0. O0MA T 1.08 0.0079 PF 0.01
4.260 L 0.95 C=120 PT 54.58 ( 5)L76,06 F=E,DCA F 6.80 PE 0.00MA T 7 .75 0.0079 PF 0 .05
4tr Ames Mod. 2000ss - Double Check Valve Assembly 12.0012 psi l-oss allowed for existing conditions
4.260 t 7 .25 C=120 PT 66.64 ( 5)
L75 .06 F=E F 5 .80 PE -3 .14MA T 14.05 0.0079 PF 0.11
4.260 L 17.00 C=120 PT 63.51 ( 4)X76.06 F=E F 5.80 PE 0.00MA T 23.80 0.0079 PF 0.19
4.250 L 42.00 C=120 PT 53.80 ( 3)175.06 F=0 F 0.00 PE 0.00rvtA T 42 -00 0 .0079 PF 0.33
4.155 I., 18.00 C=140 PT 54.13 ( 2)Ll6.O5 F=0 F 0.00 PE 0.00ItN2 T 18 .00 0 .0057 PF 0 .12
6 .275 L 10.00 C=140 PT 64.25 ( 1)L76.06 F=T,2GV F 48.00 PE 0.00UN1 . T s8.00 0.0009 PF 0.05
PT 54.30 ( 0)
Location
Frorn To
710
a
a
EXISTING
COMMEI.IT:
45
a
4
1
Hydraulics Summary
All-State Fire Protection, Inc.
6045 E. 76th Ave, #12
Commerce City, CO 80022
(303)288-3e01
S heet
Designer:
Colc By:
Dote:
F. P. ,/ 0. K.
F.P. ,/ 0.K.
LO-22-96
System Information
_Hydraulics Design Crlteria_
System Type: t^tet
Density: Lz GpM/
Remote Areo: 4 AS
Sprinkler Coveroge: 2e' xZO'
Design Stondord: NFPA 13R, 1994 ed.
Hozord: (NA)
Figure: (NA) Curve: (NA)
_Sprinklers / Nozzles_
Monufocturer: Centra I
Model: Residential Optima Conceeled
Size: 7/16r, orif ice - !/2r NpT
K-Foctor: 1.2
Temp, Roting: 160 degnees F
Project Information
Gateway Plaza Unlt 5
12 South Frontage Road
Vail, Colorado 81657
Controct No:
Building:
System lD:
Rel. Drowing No:
Construction:
Occuponcy:
96047
Unit 5
Remote Area $2
FP-2o1 2
Combustible
Res identi al
Authority: Uai I Fire Prevention
Hydraulics
Information
Demand...
Spr Req'd Pres: 72.35 pSI
Spr Req'd Flow: 70.85 GPM
Add'l Flows: 100.00 GpM
Hose of Srce: 0.00 GPM
Totol Flow: 170.95 GpM
Totol Pres: 73.69 pSI
Stotic Elev: 0.00 Ft
Supply...
Yllater Flow Test
Stotic: 100.00 pSI
Residuol: 80.00 pSI
Qty Flowing: 3000.00 GpM
Elevotion: 0.00 Ft
Dote: Time:
By:
Pump Data
Roted: 0.0 PSle 0.0 GPM
Boost Pres: (NA) pSI
Oischorge Pres: (NA) PSI
Dischorge flow: (NA) GPM
Comblned
Stotic:
Residuol:
Qty Flowing:
Available...
P) s9.so Psre
F) 73.69 PSre
(NA) PSI
(NA) PSI
(NA) GPM
170.85 GPM
3478.53 GPM
Margin...
Pressure; 26.21 PSI
Flow: 3307.69 GPM
-.Ao-
efoo
eo-
Remote Area #2
System Demand..
Spnink len Demand 72.3E PSI
Additional Flous
Hose at Sounce
Total Oenanct 73.69 PSI
e 70.85
100.00
o. o0
e 170.85
GPM
GPM
GPM
GPM
Water Supply..
Static 10O.00 PSI
ReEidual 80.O0 PSI e 3000.00 GPM
Elevation 0.OO PSI
Slgma Dynamlc! Corporallon
7700 guFply / D.nend Orrph
Margln
Pnessune 26.21 PSIFlow 3307.68 GPM
oS6
WaterFlon(GPM)
SIIB!,IITTAL SERIAL NO:2380IIY1 t0-22-L996 PAGE 1. .RemoEe Area #2
Gateway Plaza Unit 512 SouEh Frontage RoadVail, Colorado 8165?
Al1-State Fire Protection, Inc.
6045 E. 76th Ave, #12
Conunerce City, CO 80022
(303) 288-390L
FIOW TEST RESULTS
Water SupplySTATIC 1OO.OO PSIRESIDUAIJ 8O.OO PSI @ 3OOO.OO GPM
CIIY PRBSSI'RE AVAILABI,E AT 1?0.9 GPM 99.90 PSI
SI,MMARY OF SPRINKLER OUTFLOWS
ACTUAIJ MINIMTIMSPR FI,OW FLOW K-FAqIPR PRESSI'RE
20L X.8 .15 17.00 4 .20 18 .58203 18 .l_8 17 . 00 4 ,20 L8 .75204 17.00 17.00 4.20 16.38205 Lt .52 17 .00 4 .20 17 .39
TOTAL WATER REOUIRED FOR SYSTEM ?0.85 GPM
OI'TFIOWS AT 20 1OO. OO GPM
TOTAI, TIATER REOUIREMENT 170.85 GPM
PRESST'RE REQUIRED AT O 73.59 PSI
MAXIMT'M PRESSURE I'NBAI,AI{CE IN LOOPS O.OO PSI
MAT(IMI'M VEI.,OCITY FROM 33 TO 44 12.91 FPS
SIIBMITTAI SERTAL NO:2380iIY1
Remote Area #2
GaEeway Plaza Unit 512 South Frontage RoadVail, Colorado 8165?
Location Fl"owin
From To GPM
45 204 o 17.00
0 17.00
46 205
LO-22-L996 PAGE 2
Pipe Fittings Equiv Frict,ion pressure
Size & l,ength l-,oss SununaryIN Devices Ft PSI/Ft PSr
0.81L L 0.50 C=150 PT L6.38 (204)F=E F 3.00 PE -O .22DR T 3.50 0.2232 PF 0.78
0.81L L 9.7s C=150 PT t6.94 ( 45)F=E F 3 .00 PE 0.00BNI_ T ]-2.75 0.2232 PF 2.85PT L9.79 ( 44)
4544
4634
3433
t7 .52
L7 .52
L7 .52
0.811
DR
0 .811
BN1
2 .009
NC
0 .8L1
DR
1 .0s5
BN2
2 .009
NC
0 .811
DR
0 .81r-
BN1
l_.055
BN2
F=E
F=T, E
F=0
F=T
F=T
F=0
F=E
F=0
0.s0
3 .00
3.s0
L2.50
7.50
20 .00
5 .00
0 .00
5 .00
0 .50
4.s0
s .00
4.75
7 .60
12 .35
s .00
0 .00
s .00
0.s0
3 .00
3.s0
6.00
0 .00
6 .00
7 .25
2t.20
28.45
C=150
0 .23s9
C=L50
0 .2359
C=150
0 .0028
C=150
o.2529
C=150
0,2382
C=l50
0 .0218
C=150
o.2s20
C=150
o.2520
C=150
0 .0700
IJ
F
T
L
F
T
L
F-
T
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
t7 .39 (20s)
-0.22
0 .83
18.00 ( 45)
0 .00
4.72
22.72 ( 34)
0 .00
0.01
22.73 ( 33)
L8.75 (203)
-o.22
1.26
19.79 ( 44)
0 .00
2.94
22.73 ( 33)
0 .00
0 .11
22.84 ( 32)
18.68 (201)
-o.22
0 .88
19.34 ( 41)
0 .00
1 .51
20 .8s ( 42')
0.00
1 .99
44 203
a
44DO
o
33DQ
o
33
32
18 .18
17.00
35 .18
L7.52
52.70
L
F
T
L
F
T
L
F
T
41 201 L
F
T
L
F
T
L
F
T
4142
a 18.15
o 18.1s
32 42 o 18.15 F=T,2E/T
SITBMITTAL SERIAL NO:2380r{y1 r O-22-tgg6 PAGE 3Remote Area #2
Gateway plaza Unit, 5
X2 South Frontage RoadVail , Colorado g1G5Z
Location Flow pipe Fitt.ings Equiv Friction pressurein Sj.ze & Length Loss SunrnaryFrOM TO GPM IN DCViCCS Ft PSI/FT PSI
31 32D0 52.70 2.009 L 57.83 C=150 pT 22.84 ( 32)o 70.85 F=E,GV,2E/gI ,T,28 E 70.7O pE O.O0NC T 138.53 0.0378 PF 5.24
30 31 2 .009 t L3 .92 C=j_50 pT 28 . OB ( 31)O 70.85 F=E F 7.60 pE 6.03FR4 T 21.52 0.0378 PF 0.81
50 30 2-009 L O-SO C=150 pT 34.92 ( 30)a 70.85 F=0 F O. OO PE O.O0FM7 T 0.50 0.0378 PF 0.02
52 50 2.009 L S.7S C=150 pT 34.94 ( 50)O 70.85 F=28 F 15.20 PE 0.OOFM6 T 20.95 0.0378 PF 0.79
51 52 2.009 L t2.08 C=150 pT 35.73 ( s2)0 70.85 F=0 F 0.00 PE 0.00FMs T L2.08 0.0378 PF 0.46
27 51 2.009 L 5.75 C=150 pT 3G.Lg ( 51)o 70.85 F=0 F 0.00 PE o.ooFM4 T 5 .75 0.0378 PF 0 .22
26 27 2.009 L L2.25 C=L50 pT 35_41 ( 27)o 70.8s F=E F 7.60 PE O.0OFM3 T 19.85 0.0378 PF 0.75
25 25 2.009 L g.7S C=150 pT 3i.L6 ( 26)0 70.85 F=0 F 0.00 PE 0.ooFM3 T 8.75 0.0378 PF 0.33
24 25 2.009 L L2.92 C=150 pT 37.49 ( 25)o 70 .8s F=28 - F l_s .20 PE O .00FM3 T 28.t2 0.0378 PF 1.06
23 24 2 .423 L 52 .50 C=150 pT 38 .55 ( 24')a 70.85 F=T,28 F 36.00 PE O.OOFM3 T 88.50 0.0152 PF 1.35
22 23 3.250 L 4.59 C=120 pT 39.90 ( 23)o 70.85 F=0 F 0.00 PE 0.00FM3 T 4.58 0.0054 PF 0.02
3
SIIBMITTAL SERIAI NO: 2380HY1 LQ-22-L995 PAGE 4Remote Area #2
Gateway Plaza Unit 512 SouEh Frontage RoadVail , Colorado 81552
Location Flow Pipe Fit.tings Equiv Frict.ion pressurein Size & f-,ength Loss SurnnaryFrom To GPM IN Devices FE pSI/Ft pSI
2t 22 4.260 L tO.L1 C=120 PT 39 .92 ( 22)O 70.85 F=2E,BV F 25.60 PE 0.00FM3 T 35.77 0.0015 PF 0.05
20 2t 4-260 L, 1O.?5 C=120 PT 39.97 ( 21)o 70.85 F=0 F 0.00 PE 4 -66FR3 T 1_0 .7s 0.0015 PF 0.02
13 20DQ 100.00 4.260 L 35.08 C=120 pT 44.65 ( 20)a 170.85 F=0 F 0 - 00 PE 15.63FR2 T 36.08 0.0075 PF 0.27
10 13 4.260 L L2.83 C=120 PT 50.55 ( 13)0 l-70.85 F=E/E,T F 29.60 PE 0.00FM1 T 42.43 0.0075 PF O.32
7 LO 4.260 L 6.57 C=120 PT 60.87 ( 10)o 170.85 F=T,BV F 28.00 PE 2.89FR1 T 34.67 0.0075 PF O .26
6 7 4.260 L 1.08 C=120 PT 54.02 ( 7)o 170.85 F=0 F 0.00 PE 0.00MA T 1.08 0.0075 PF 0.01
s 6 4.260 t 0.96 C=120 PT 54.03 ( 5)a 170.85 F=E,DCA F 6.80 PE 0.00MA T 7.76 0.0075 PF 0.05
EXISTING 4n Ames Mod. 2000ss - Double Check Valve Assembly 12.00
COMMENT: 12 psi loss al-l-owed for exisE,ing conditions
4 5 4.260 L 7 .25 C=120 PT 76-09 ( 5)o 170.85 F=E F 6.80 PE -3 .l-4MA , T 14.05 0.0075 PF 0.11
3 4 4.260 L 17.00 C=120 PT 73.05 ( 4)o 170.85 F=E F 5.80 PE 0 -00MA T 23.80 0.0075 PF 0.18
2 3 4,260 L 42.OO C=120 PT 73.24 ( 3)o L70.8s F=0 F 0.00 PE 0.00MA T 42.00 0.0075 PF 0.31
L 2 4 .155 L 1-8 .00 C=140 PT 73 .55 ( 2'to 170.85 F=0 F 0.00 PE 0.00tN2 T 18.00 0.0053 PF 0.11
...-f.'-
SUBUfITAIJ SERTAL I{O:2380IIY1 lO-?Z-tggG pAeE 5R€mote .Ar€a *2
Gateway P1aza Units 512 Sglrth Frontage Roadvail, CoLorado 81657
Irocatlon Florv Pipe FitLings Equiv Frict,ion pressurein Size & LengEh Loss SunanaryFrstr To GpM IN Devices Ft psl/Ft. psl
0 1 6.275 L, L0.00 C=140 PT 73.66 ( 1)o 170.85 F:T,2GV F 48.00 PE O.OOnN]. T 58.00 0.0009 PF 0.05
PT 73.7L ( 0l
Hydraulics Summary
All-State Fire Protection, Inc.
6045 E.76th Ave, #12
Commerce City, CO 50022
(303)2SS-3e01
S heet
Designer:
Colc By:
Dote:
F.P. / O.K.
F.P. / O.K.
8-27-96
Sigmo Dynomics Corporotion
7700 Summory Sheet
77a/,6.2t|Jrc6T t-{1- 111#olqBsT
Project Information
Gateway Plaza q'rt s
12 sourh FronrasJHtll
Vail, Goldrado 81657
Construction:
Occuponcy:
Authority: Uai I Fine prevention
Controct No:
Building:
System lD:
i3?i1$,'
f,6m[rJ5{igts*hltJ|.\
Res i dent i al
Hydraulics
Information
Spr Req'd Pres: 75.48 PSI
Spr Req'd Flow: 76.62 GPM
Add'l Flows: 100.00 cpM
ose of Srce: 0.00 GPM
Totol Flow: 176.62 GPM
Totol Pres: 76.88 PSI
Stotic Elev: 0.00 Ft
Supply-..
Water Flow Test
Stotic: 100.00 PSI
Residuol: 80.00 PSI
Qty Flowing: 3000.00 GPM
Elevotion: 0.00 Ft
_Pump Data_
Roted: 0.0 PSIQ 0.0 GPM
Boost Pres: (NA) PSI
Dischorge Pres: (NA) PSI
Dischorge Flow: (NA) GPM
-Combined_
Stotic:
Residuol:
Qty Flowing:
Available...
P) ss.8s Psre
F) ze.ea esre
(NA) PSI
(NA) PSI
(NA) GPM
176.62 GPl{
3244.32 GPM
Margin...
Pressure: 23.01 PSI
Flow: 3067.70 GpM
System lnformation
_Hydraulics Design Criteria
System Type: uet
Density: tZ GpWseerN(LER.
Remote Areo: 4 AS
Sprinkler Coveroge: ZO' xZO'
Design Stondord: NFPA 13R, 1994 ed.
Hozord: (NA)
Figure: (NA) Curve; (NA)
_Sprinklers / Nozzles_
Monufocturer: Centnal
Model: Residential Optima Concealed
--,":l';, 11i':",::":":dFffi
Temp. Roting: t60
ff, _SFp ;, ,ssa
!?wn
=.A.L
et.|
.Apa
Remote Area #1
System Demand..
Sprink len Oemand 75.48 PSI
Additional Flows
Hose at Sounce
Total Demand 76. BB PSI
e. 76.62
100.00
0. o0
e 176.62
GPM
GPM
GPM
GPM
Water Supply..Static 100.00 PSI
Residual 80.00 PSI e 3000.0O GPM
Elevation 0.O0 PSt
, ., Slgme.Dynemlcs Corporellon.
7700 Supply , Demend Graph
o
blo-r-
Water Flor (GPM)
t
SUBMITTAL, SERIAL *O,rttry:.
RemoEe Area #1
Gateway P1aza Unit, 512 South FronE,age RoadVail , Colorado 81-657
All-StaEe Fire ProtecEion, Inc.
6045 E. 76th Ave, #12
Conmerce City, CO 80022
(303) 288-3901-
FTOTI TEST RESULTS
Water SupplySTATIC 1.OO. OO PSIRESIDSAL 8O.OO PSI
CITY PRESSURE AVAII.,ABLE
08-25-1996 PAGE 1
@ 3000.00 GPM
AT 176.6 GPM
.
99.89 PSr
SUMMARY
ACTUAI,
SPR FLOW
OF SPRINKLER OI'TFIOWS
MINIMWFLOW K-FACTOR PRESSURE
101
LO2
103
LO4
17 .00
22.95
18 .39
18 .28
17 .00
L7 .00
17 .00
17 .00
4.20
4.20
4.20
4.20
16 .38
29.87
L9.L7
18 .94
75.62 GPM
100.00 GPM
L76.62 GPM
75.88 PSr
TOTAL WATER REQUIRED FOR SYSTEM
OUTFLOWS AT 20
TOTAI, WATER REQUIREMENT
PRESSI,RE REOUIRED AT O
!4ATIMT'M PRESSURE T'NBALANCE TN LOOPS O.OO PSI
I,TAI(IMT'M VELOCITY FROM 27 TO 5]. 28.12 FPS
SUBMITTAIJ SERIAL NO:2380HY1
Remote Area #t
GaEeway Plaza Unit 512 South Frontage RoadVail , CoLorado 8l-657
08-25-1996 PAGE 2
Location
From To
54 101
a
FiEEings
&
Devices
F=T
F=E
F=E
F=T
F=0
F=E
F=0
E=o/T
F=E
F=T
Equiv
Length
FL
L 0.33F 4.50T 4.83
t 14.00F 3.00T L7 .O0
L
F
T
L
F
T
L
F
T
!
F
T
L
F
T
L
F
T
L
F
T
EricCion
Loss
PSI/FT
C=150
0.2232
C=150
0.2232
Pressure
Sununary
PSI
l-6 .38
-0.14
1 .08
1-7 .32
0 .00
3 -792t.tt
Flow Pipein SizeGPM IN
0.81_1
r.7 .00
DR.
53 54 0.8110 17.00
BN1
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
L
F
T
L
F
T
53
52
52
51
51
( 101)
( 54)
( s3)
57 104
o
57
o
s3DQ
a
18 .28
1_8.28
17 .00
35 -28
0 .811
DR
0 .8Lr_
BN1
1.055
BN2
0 .811
DR
0 .81L
BN1
1 .055
NC2
0 .81_1
DR
1 .055
BN2
1 .055
NC1
56 1_03
a
56
a
52DQ
o
0 .33 C=j_50
3 .00
3 .33 0 .2553
t.25 C=150
4 .50
5 .75 0 .25s3
3.75 C=150
0 .00
3 .75 0 .2393
0.33 C=150
3 .00
3 .33 0 .258r.
8.25 C=150
0 .00
I .25 0 .2581
12.08 C=150
7 .60
19 .58 0 .5201
0.33 C=150
3 .00
3 .33 0 .3890
3.75 C=150
7 -60
1r_ .35 0 .1081
7 .7s C=150
0 .00
7 .75 1_ .0049
18.94 (104)
-0.14
0 .8s
19.55 ( 57)
0 .00
L -47
2t.t2 t s3)
0-00
0 .90
22.A2 ( s2)
19.17 (103)
-0. L4
0 .86
19.89 ( s6)
0 .00
2.L3
22.02 ( 52)
0 .00
]-o.24
32-26 ( s1)
29.87 (102)
-0.14
1.30
31.03 ( ss)
0 .00
t.23
32.26 ( s1)
0 .00
7 .79
r_8 .39
18 .39
35.28
53 .66
55 102
o
55
o
slDQ
o
22.95
22.95
53 .65
75.62
27
F=0
SITBMITTAL SERIAIJ NO: 2380HY1
Remote Area #1
Gateway Plaza Unit 512 South Front,age RoadVail , Colorado 81652
tocation Flolr Pipein Size
FTom To GPM IN
26 27 2.009
o 76.62
25 26 2.009
- o 76.62
FM3
24 25 2.L57
a 76.62
FM3
23 24 2.635
o 75.62
FM3
22 23 3.260
o 76.62
FM3
2L 22 4.250
a 75.52
F!43
20 2L 4.260
o 76.62
F'R3
13 20DQ 100.00 4.260
o L76.62
FR2
10 13 4.260
a L76.62
FMl
7 10 4.260
0 L76.62
FR1
5 7 4.260a t75.52
MA
08-2s-1995 PAGE 3
Fittings
&
Devices
F=E
F=0
F=E
F=T, E
F=0
F=2E, BV
F=0
F=0
F=E/E, T
F=T, BV
Eguiv
tength
FE
10 .25
7 .60
17.85
8.75
0 .00
8 .75
12 .58
3-50
15-08
42.08
15 .10
57 .18
4.58
o .00
4 .58
10 .17
25.60
35.77
10 .75
0.00
10 .75
35.08
0 .00
35 .08
L2.83
29.50
42.43
6.67
28 .00
34.67
1 .08
0 .00
1 .08
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
t
F
T
T
.e
T
L
F
T
L
F
T
L
F
T
L
F
T
-FricLion PressureLoss SunrnaryPSI/FT PSI
C=150 PT 40.0s ( 271PE 0.00
0 .0435 PF O . ?8
c=150 PT 40.83 { 26)PE 0.00
0.0435 PF 0.38
C=120 PT 4r..21 ( 25)PE 0.00
0.0456 PF 0.7s
c=L20 PT 4l-95 ( 24',)PE 0.00
0.0176 PF r-.01
c=120 PT 42.97 ( 23)PE 0.00
0.0062 PF 0 .03
C=l-20 PT 43 .00 ( 22)PE 0.00
0.0017 PF 0.05
c=120 PT 43.06 ( 21)PE 4.66
0.0017 PF 0.02
C=l-20 PT 47 .74 ( 20)PE 15.63
0.0080 PF o .29
c=120 PT 53.65 t 13)PE 0.00
0.0080 PF 0.34
c=l-20 PT 54.00 ( 10)PE 2.89
0.0080 PF 0.28
C=120 PT 57 .t7 ( 7')PE 0.00
0.0080 PF 0.01
F=0
SUBMITTAT SERIAL NO : 2380HY1
Remoee Area #1
Gateway Plaza Unit 512 South Frontage RoadVaiI , Colorado 8165?
08-2s-1995 PAGE 4
Sumnary
PSI
Location
From fo
55
Flow Pipe Fittings rqdiv Friction Pressurein
GPM
Size
IN
4 -250
MA
Lengeh
FT
d.
Devices
F=E,DCA
I-rOSS
PSr/Fr
0.95 C=120 'PT 67 .Lg
6 .80 PE O -00T 7.76' O.-OO80PF 0.05
t 7 .25 - C='120 PT 79.24 ( 5)
5 .80 PE -3.L4T 14.05 0.0080 PF 0.11
L 17.00 C=120 PT 76.21 ( 4)
5.80 PE 0.00T 23.80 0.0080 PF 0.19
L 42.00 C=120 PT 76.40 ( 3)F=0 F 0.00 PE 0.00T 42.O0 0.0080 PF 0.34
L 18.00 C=140 PT 76.?4 ( 2')
F=0 0 .00 PE 0.00T 18.00 0.0058 PF 0.12
L 10.00 C=140 PT 76.86 ( 1)
F=T,2GV F 48.00 PE 0.00
T 58.00 0.0009 PF 0.05
PT 75.91 ( 0)
I,
F
EXISTING 4tr Ames Mod. 2000ss - Double Check Valve Assembly 1-2.00
COMMEIiIII: l-2 psi loss allowed for existing conditions
a r75.52
45 o L76.62
23
o L76.62
a L76.62
L2
o L76.62
o L76.62
4.260
MA
4.260
MA
4.260
MA
4. r-55
I'N2
6.275
I]N1
F=E
F=E
Hydraulics
All-State Fire Protection, Inc.
6045 E. 76th Ave, #12
Commerce City, CO 80022
(s03)288-3901
System Information
_Hydraulics Design Criteria_
System Type: ilet
Density: 13.SGpM/spRrNKLrR
Remote Areo: 4 AS
Sprinkler Coveroge: 2O, x2O'
Design Stondord: NFPA 13R, 1994 ed.
Hozord: (NA)
Figure: (NA) Curve: (NA)
_Sprinklers / Nozzles_
Monufocturer: Centna I
Model: LF
Size: 3/9,, onif ice - 1/2" NpT
K-Foctor:3.0
Temp. Roting: 1SS degnees F
Summary S heet
Designer: F.P. / D.K.
Colc By: F.P. ,/ D.K.
Dote: 8-27-96
Project Information
Gateway Plaza Unit 5
12 South Frontage Road
Vall, Colorado 81657
Controct No: 96047
Building: Unit S
System lD: Remote Anea $2
Construction: Combustible-Ha*
Occuponcy: Res idential
Authority: Uai I Fine Prevention
Hydraulics
Information
Demand...' Spr Req'd Pres:
Spr Req'd Flow:
Add'l Flows:
Hobe of Srce:
Totol Flow:
Totol Pres:
Stotic Elev:
Supply...
Water Flow Test_
Stotic: 100.00 PsI
Residuol: 80.00 PSI
Qty Flowing: 3000.00 GpM
Elevotion: 0.00 Ft
Dote: Time:
Byt
Pump Data
Roted: 0.0 PSIe 0.0 cPM
Boost Pres: (NA) psl
Dischorge Pres: (NA) PSI
Dischorge Flow: (NA) 6PM
Gombined
Stotic:
Residuol:
Qty Flowing:
Available...
P) 99.92 PSre
F) 6s.s6 PSre
64.37 PSI
55.01 GPM
100.00 GPM
O.OO GPM
1S5.01 GPH
65.56 PSI
0.00 Ft
(NA) PSI
(NA) PSI
(NA) GPM
155.01 GPM
4023.15 GPM
Margin...
Pressure: 34.35 PSI
Flow: 3868.14 GPM
%;u4o4tJtz6.7 c.-vL tv#ot a3S?
=oo-
g
=.'0
Eo.
Remote Area #2
System Demand..
Spnink len Demend 64.37 PSI
Additional FIows
Hose at Source
Total Demand 65.56 PSI
e 55.01
100.00
o,00
e 155.01
GPM
GPM
GPM
GPM
Water Supply..Static 10O.OO PSI
Residual 80.00 PSI e 3OO0.OO GPM
Elevation 0.00 PSI
Slgme Dynamlcs Corporallon '
7700 Supply / D6m.nd Gr|ph
o bto
SUBMITTAL SERIAL NO:238-0HY1-
Refiote Area #2- Gateway PLaza Unit 5
l-2 SouCh Frontage RoadVaiL, Col-orado 81657
ALl-State Fire ProtecEion, Inc.
6045 E. 76th.Ave, #12
Codrnerce City, CO 80022-
(303) 288-3901-
FLOW TEST RESUIJTS
08-25-1996 PAGE 1
l{ater Supply' STATTC 100.00 PSrRESIDUAL 8O.OO PSI @ 3OOO.OO GPM
CITY PRESST'RE AVAII,ABLE AT 155,0 GPM 99.92 PST
SUMIVIARY OF SPRINKIJER OUTFIJOWS
ACTUAL MINIMT'MSPR FI,OW FLOW K-FACTOR PRESSURE
20r_ t3 .77 13 .50 3 .00 2]-.07202 13 .94 13 .50 3 .00 2L .59203 13.50 13.s0 3.00 20.25204 13 . 80 13 .50 3 .00 2t.L5
TOTAL WATER REQUIRED EOR SYSTEM 55.01 GPM
OIITFI,OWS AT 20 1OO. OO GPM
TOTAL IIATER REQUIREMENT 155.01 GPM
PRESSURE REQUIRED AT 0 65.56 PSr
I,IAXIMT'M PRESSURE I'NBALANCE IN TOOPS O.OO PSI
IJTAXIMT]M VELOCITY FROM 47 TO 202 7.29 FPS
SITBMITTAT SERIAL NO :2380HY1
Remote Area #2
Gateway Plaza UniE 512 South Frontage Roadvail , Colorado gLGsT
08-25-1995 PAGE 2
Frict.ion Prbssuretoss SunmaryPSI/FT PSI
c=l_50 PT 20.25 (203)
PE _'-O.220.0958 PF 0.72
c=150 PT 20.7s ( 41)PE 0.00
0.0317 PF 0.53PT 2L.28 ( 42)
-L,ocatiOn
From To
4t 203
:Q
42 4L
a
Flow Pipein SizeGPM IN
0 .884
r.3 .50 ...DR
1.l_09
r_3 .50
BN
Fittings
&
Devices
F=E
F=E
Equiv
Length
FT
0-50
7 .00
7 .50
9.75
7 .00
L6.75
L
F
T
L
F
T
43
44
42 204
o
4zDQ
a
43
o
44
a
13 .80
1-3 .50
27 -30
27 .30
27 .30
0.884
DR
1 .400
BN
1 .602
BN
2 .003
BN
0 .884
DR
o .884
DR
1. r_09
BN
l_.400
BN
1.602
BN
L3.77
13 .94
27 .7L
F=T
F=E
F=E
F=0
F=T
F=E
F=0
F=0
0 .50
7 .00
7 .50
1.00
0 .00
1_.00
10 .00
0 .00
10 .00
4 .00
9 .00
13 .00
c=150
0 .0993
C=l-50
0.0329
C=l-50
0 .0106
C=150
0 .0200
T.
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
0.50 C=150
3 .003.s0 0.0997
8.00 c=150
8 .00
r.5 .00 0 .037s
2 .83 C=1-50
9 .00
1r_ .83 0 .019s
6.00 C=150
0.006.00 0.0065
0.50 C=150
3-00
3 .50 0 .1016
PT - 2.1.15 (204\ .PE -0.22PF 0.35
PT 2L.28 ( 42',tPE 0.00PF 0.60
PT 2L-88 ( 43)PE 0.00PF 0.23
PT 22.1L ( 441
PE 0.00
PF 0.04PT 22.15 ( 45)
45
47 202
49 201
o
48
a
47DQ
a
13.77
a L3.77
2t -s9 (202)
-0.22
0 .36
21-.73 ( 47)
21-.07 (201)
-0.22
0.74
2t.s9 ( 49)
0 .00
0 .03
2L.62 ( 48)
0 .00
0.L1
2L.73 ( +21
0 .00
o.26
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
L
F
T
L
F
T
4948
47
13 .94
46
F=E
SITBMITTAL SERIAL NO: 2380HY1
RemoEe Area #2
Gateway Plaza Unit 5
12 South Frontage RoadVail, Colorado 81657
08-2s-l_995 PAGE 3
Locatiori
From To
45 46
Flowin
GPM
27 .7t
32 4sDQ 27.30o s5.01
o 55.01
a ss.01
o s5.01
a ss.01
o ss.01
a 5s-01-
o ss.01
a 5s.01
Pipe FittingsSize &IN Devices
2 .003
F=E
BN
2 .003
F=0/T
NC
2.009
F=2F./T
FM4
2.O09
F=E
FR4
2 .009
F=T
FM3
2 .009
F=E
FM3
2-009
F=0
FM3
2.L57
F=E
FM3
2.635
F=T, E
FM3
3.260
F=0
FM3
4,250
F=2E, BV
FM3
Equiv Friction Pressure
Length Loss SunrnaryFT PSI/FT PSI
13.00 C=150 PT 2L.99 '( 45) '11.00 .PE 0.00
24 .00 0.0067 PF 0 .1-5
L4.25 C=150 Pr 22.L5 ( 45)
10 .00 PE 0.00
24 -25 0.0240 PF '0 . s8
4.42 C=l-50 PT 22.73 ( 32)
30 .30 PE 0.0034.72 0.0235 PF 0.82
L3.92 C=150 PT 23.55 ( 31)
7 .60 PE 5.03
2L.52 0.0235 PF 0.51
t.zs c=150 PT 30.09 ( 28)
l_5 . r.0 PE 0 .00
15.35 0.0236 pF 0.39
10 .25 C=150 PT 30 .48 ( 27)
7 .60 PE 0.00
17.85 0.0236 PF 0 .42
8.7s C=150 PT 30.90 ( 26)
0.00 PE 0.008.75 0.0236 PF 0.2L
L2.58 C=120 PT 3L.11 ( 25)
3 .50 PE 0 .00
15.08 0.0253 PF 0.41
42.09 C=120 PT 31.52 ( 24)
ls .10 PE 0.00
s7 .18 0 .0095 PF 0.54
4.58 C=LZQ PT 32.06 ( 23)
0 .00 PE 0.00
4 . s8 0.0034 PF O .O2
10.17 C=120 PT 32.08 ( 22)
25.60 PE 0.00
35.77 0-0009 PF 0.03
32
31
28
27
26
25
24
31
2g
27
26
25
24
23
22
t
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
L
F
T
23
2L 22 a ss.01
SUBMITTAL SERIAL NO:2380Hy1 OB-2S-tggG pAcE 4Remote Area #2
Gat,eway Plaza Unit 512 South Frontage RoadVaiJ-, Colorado 81657
LocaEion Flow Pipe Fict,ings 'Equiv Friction pressure-
in Size & LengEh Loss SurwnaryFrom To ePM IN Devices Ft pSI/Ft pSI
20 2L 4.260 L' LO:75 C=120 PT 32.1t ( 2L)o ss.01 F=0 F 0 .00 PE 4.66FR3 T 10.7s 0-0009 PF 0.01
13 20DQ 100 .00 4.250 L 35.08 C=l-20 PT 35 - 78 ( 2O'to 1"55 .01 F=0 F 0 .00 PE 15 - 63FR2 ' T 36.08 0.0062 PF O .22
10 L3 4-260 L 12.83 C=t2Q PT 52-63 ( 13)
o 155 .0L F=E,/E, T F 29 .60 PE O . O0FML T 42.43 0.0062 PF O.25
7 10 4.250 L 6.67 C=120 PT 52.89 ( 10)O 155.01 F=T,BV F 28.00 PE 2.89FR1 T 34 .67 0 .0062 PF 0 .2!
5 7 4 -260 L 3_.08 C=120 PT 55.99 ( 7)
a 155 .01 F=0 F 0 .00 PE 0 .00MA T 1.08 0 .0052 PF 0 .01_
s 6 4.260 L 0 .96 C=120 PT 55 .00 ( 5) t Ia 155 .01- F=8, DCA F 6 .80 PE O . OO ^ /)''/ ,MA T 7 .76 O. OO52 PF 0. Os ^A/ ' l'fi"lEXISTING 4ttAmes Mod. 2000ss - Double Check valve Assemblv 12.00 Pl'r^rou h
COMMENI: L2 psi loss all-owed for existing condit,ions - '-' /",fr/"
4 5 4.250 L 7 .25 C=120 PT 58.05 ( 5)
o 1ss.01 F=E F 5 .80 PE -3 .L4MA T 1_4 .05 0.0062 PF 0 .09
3 4 4.260 L 17.00 C=120 PT 55.00 ( 4)155.01 F=E F 5 .80 PE 0.00MA T 23 .80 0 .0062 PF 0 . L5
4.250 L 42.00 C=120 PT 5s.15 ( 3)
1s5 .0r. F=0 F 0 .00 PE o .00MA T 42.00 0.0062 PF 0.26
4.L55 L 1-8 .00 C=140 PT 65 .4L ( 2'l
155 .01- F=0 F 0 .00 PE 0 .00
t N2 T 18 - 00 0 .0053 PF 0 .1_0
L 6.275 L 10.00 C=140 PT 6s.51 ( 1)
a 155.01 F=T, 2GV F 48 .00 PE 0 .00uN1 T 58.00 0.0007 PF 0.04
PT 6s.ss ( 0)
.. ..t
ALL-STATE FIRE PROTECTION. INC
6045 E. 76TH AVE.#12
COMMERCE CITY. CO 80022
GATEWAY PLAZA T]NIT 5
SPRII\TKLERIIEADS /A. CENTRAL RESIDENTIAL OPTIMA CONCEALED / ,/
B' CENTRALMODELLF '/ "- /''-""' 'o''o't -s '/oo'u/-r/- .fS,z:-z-
ACCESSORIES
A. TOLCO FIG. 2OO TRIMLINE ADJUSTABLE SMVEL RING HANGERS
vArL rI-BgP-R?#ff)EHr
PIPE A}ID F'ITTINGS
A. TYPE MCOPPERTUBE
B. SOLDER JOINT COPPER AND BRASS FITTINGS
EY:
Title:
l?nte:
lw"mfl,Di[fffr
Town of Vaif
OFFICE COPY
"il-*olgn Review Action rfi
TOWN OF VAIL
Category Number '-t l\alo 9;-t :.',.-
Project Name:
Building Name:
Projecl Description:
Owner. Address and Phone:
?.---_..
ArchitecV,Oontact, Address and Phone:
Legal Description: Lot r-r Block
Project Street Address:
Comments:
r Boarafil Staff Action
Molionby: ,ii' tt
Seconded byl' ,4,., i te ,-,,.:
p'Approval
I Disapproval
I Staff Approval
Vote: ..5-l\
Conditions:
/. ,t/t:/ l, ,:t ,;r '.r',.:a.f .--,, t ,, t- iF:-.,i' 1-;ttl-,i , t r ,.-.,,tit;-.J
Town Planner
oate: 7f l/ c)<. DRB Fee Pre-paid
THTS |TEiI MAY EFFECT YOI'R PROPERW. PUBLIC NOTICE
NOnCE lS HEREBY GIVEN fiat the Planning and Environmental Commission of the Town of
Vailwill hold a public hearing in accordance with Section 18.66.060 of the Municipal Code of the
Town of Vail on August 28, tr995, at 2:fit P.M. in the Town of Vail Municipal Building. ln
consideration of:
1. Faessler Realty Company - Conditional Use Permit.
501 North Frontage Road WesUPart of Lot I, Block 2, Vail Potato Patch.
Applicant: Larry Storms of SASI, representing Faessler Realty Company
Planner:Randy Stouder
A request for a maior SDD amendment, located at the Vail Athletic Club/ 352 East
Meadow Drive and more specifically described as follows:
A parcel ol lad h Tracl B, Vail Village Frst Filing, Tolvn of Vail, Eaole County, Cdorado, oonmencing el lh.
Nodh€ast corn€r of said Tract B; th€nc6 N 79'/t8'00" W along the Nodherly line ol Vail Vnlage, First Filing, and
along the Norhsrly line of s€id Trscl B 62288 fe€t; lhence s 06"26'52' W e dislanoe ol 348.83 t€€l lo lhe
Sorlhw€st comer of thal percel of land described in Book 1 91 al Page 1 39 ss r€corded January 1 0, 1 966 atd filed
in Reception No. 104178 in the Eagle Counry Records, said comer also being the True Point ol Eegiming; thenoe' S 79"04!8'E erd along the Southedy line of sajd percel200.00 f€€l loth€ Soulheasr comer theoof; thence N
62.52!0' E .nd along lhe Northerty line of |hat percet of land desoribed in Book 222 at Pags 513 aE recod.d h
1971 in the Eagle Cou y Reoord6, e distance of 66.78 t€el lo th6 Northoaslerly comer of said parcel of lend; said
oomer being on tfie Westerly right-of-way line of Gore Creek Road, as platl€d in Vail Village, Fitth Filing; ftenoe N
27'133?F W e disrance ol 7r.37 leet along said Wesledy dght-ot-way line of Gore Creek Road; thence N
89"29'22' W a ds'tanc€ ot 12.8O test to the Northeasledy comer ol thal parcel ol land described in Book 191,
Page 139 as r€cord Janusry 10, 1966 and filed in Receplion No. 102978 in lhe Eagle County Recods; thence
Northwostedy 26.51 fe€l atong thg arc oI a 37.50 feel radius cuw€ lo fio lett having a ce rat angle of 4ff30!0'
whce c*rord bearc N 53'40'@" W a dislance ot 25.96 tE€l lo a poinl ot lang€ncy; thence N 73'55O0' W etd
along seid tanger 166.44 feel;lhonce N 85'10?1" W a disrance of 50.40 fe€l1o lhe Norlhwesletly cotnet ot the
Mountein Haus Parcel; thence S 02'18OO W and along the easlerly line of Eaid Mountain Haus Parc€l a diElance
of 1 00.00 fe€t lo the Southsssterty oomer fiereot; rhenc€ S 45"1 3'53' E a didance of 38.70 leet lo lhe Tru€ Poinl
ol Beginning, cornaining 30,486 square ,€el, more or less.
Applicant JWT 1987 Vail Limited Partnership, (d/b/a Vail Athletic Club), represented
by Stan Cope and Michael Barclay
Planner: Mike Mollica
A request for a minor SDD Amendment to Special Development Distict #21 to allow for
an interior remodel to Gateway Condominium Unit #5, 12 Vail Road/Lot N, Block 5D, Vail
Village 1st Filing.
Applicant: KarlKehrman
Planner: George Ruther
2.
,s
Fta€ryone\psclno{c€8\081 495
@N,to
'" {6
ruurN ur vHrL fuH-0Ev ID:303_47n-rO"'
-I
-rcvirrd L0l8lt2
JUL 24'95 11 :15 No .005 P.01'i"-'. i
t
DAIE APPIJTC.AT I ON RECEIVED
I.
(plcaae pf,ht or ttFe,
A,EPPLICANI
IIAII,I}fG TDDRESS
A?frLTl\a'-r'Tf, */v<
-GrF c$*aL.t 'Lttct
^r1
6(e c^are
@veuoue@.?'7Gl-..4-
B.APPLICNIT' S REFRESEN'TTIVE -|-;k
,2Y90
Ttta*-i, Pt,
?tt? f
eounesslat fukc ?o4t yl,.L pHore,,4?-€l5J._
PROFERTY OXNER (SI
mla(E' Srcunnr(8,
PHONB
D.LOCATTON OF PROEOS}L:
SIREEI TDDRESS:
lr!rcr-lalocx.llp_suanrvrsrou VlrL Urul+a l+r
. E- stAttlsD. ADDREg3ED ErvELopEE og. rHE NAtrEs oF oflNERs oF Lllb-f|it' ALL pRopERTt An.rAgE r m rnE suBJEcr pnoeerry Alo iLIST OF TITEIR t|ttiEs AIiID I'AILING ADDRESSE8. T*7. F. A rrrr.E REFoRT ro vERrFy ort|ERsHlp AlrD EAsEr[ENrs. l?orl ?7j -
rr. Four {4) coplas of rbe folloring lnfobnation nust b€ C2OVsubnltted: .
oA, Detalled yricton/graghic description of ploposal,
B. An envlrounental tnpact report 6h!.ll be subnitted totle_zonlog adllnistlat.or f-o accordance lJith ChapEe!18.56 bereof unlc6g waivcd by Scctton re.si.OjOi-iiernptproJoCts,
C. il open sptce rnd recreational plan eufficie$t to d}eetthe denands gcnGraCcd by the deirstqp,n6ng nithoui uniuebrirden on a,'rilleble or irodo"eo toiir. eaetirrlear ---
D. Exiating contourg havlng contour intervrls of not nor€than flve feet if the .veraEe 6lope of the site lstrenty percent or lesr, or iitn contou. ioterva.Ls ofnot oore tha4 ten fest lf the tvarase slope of ttre etr-cte greater thro tf€nty perccnt.
E. + proposed elte plan, at a seale not s$aller than onetoch Gqurls flf.ry feci, shorlng the ,pproxinatelocatlons and dtnenaioira of eli bulraiirga -;a--
atructures, usog thorein, aDd alt prlnciprl sitedevelopnent featurea, suih ae landicapcd- areas,recreatlonal frcilities, pedestrian piazas tnO'ualkrrays, aerelca €ntri.t driveuays, and orf_stlgetparktng and Iotding ereas rlth proposed contours aftergrading and sltc developnont;
(gor) ?7t-tcts
tlP'-
J.f 36 t-'"'l
1rr'*iC
D': f//'r bY I kL>,fr5ry #fll': 7/L{/?5 , @_
fuuN f.Jl- vHiL cuM-BEV IDt303-479-2452 JUL 24'95 11:16 No.005 P.02
a
91r500.00.
$1. 000 . 00
F. t"'"t'ffiil :S:i:"!i,li"l:"li :#il;(t"ff;A""
IarrdlclP€ - featuies to bc retaioeo or rcaoved, and
. shosloE propored landsc.plng tnd landscaPed 31t€ -davelopnant' fcatureS, tuch es outdoor recreatlonar
facilttios, blcycla Pathsr tralla, podestrLan plazat
and xalkray!, ratcr ieaturel and othcr €lercnta,
a G. PreliBinary bulldtng cl€vltlon!, sectlonsr and floorptrul. rt a 89ale $ot rEstler than onc-eighth cqurl3
ini i6ot, ln rutflcleat dctrtl to detcrrttre flool arca,
orost rcildcntlll floor areE' lntellor clrculttlon,
iocatlons of usca rlthlo bulldinEs' and the g€naral
scalc and aPpearanco of the propoted d€ve'Iopnent '
III , f I|IE REOIUIN$'EITS
The Planolnc 8nd Envlrottnental eomnlssion neetg on the
ind and itn-nondrta of each lotlth. ln lP'pllcallqrn rlth
th€ n€cesgrry ncc6tpanying taterial nutt.be subnttted
four $Gcke prlor to thc dtte of ttre eetlng.
The developer.mrst bogln lnitial conecructlon of ths
apeclal devclopnsat digrrtet r.lthln three y€ara frd
t-ne ttne of tti flnal rppsgval, and contlnue dlltgently
tonard the cooPlotton oi the Proiect - rf the special
dencloD'nent distrtct 13 co be deve loped ln phraas, the
deueloper nust bagin constructl'on of subscguent phe6cs
sithln- one yElr oi ttre co@letlon of the prevlous
Phaa€.
It It rsco nendcd thrt bqf,ore a gPacial
Dev6lopoant Dlttllct apPlleatloo lt ruhrltt.dr I
pre-apbusatloa ncctln! atrould b€ tet up rith a. hafter of the DoPlrtlent of Cotaunlty Developnent.
A,
B.
A.v.
B.
c.
NotE!
IV. FEES
lppllcation Ee,eE lla rr follots:
a. E3t.ab11! rcnt of soD :
b. Hajor lncndDents:
I g. Ml,nor Anrndnents: ^J I a 2nn no
Apprrc'rron ree pald: ;;N-o^r"Jf14f!Z"n "* r{ffiortr* --.-''-
lf thts appllcatton requires a separate revler by anv
local, Stale or Federal agency other thrn the torn olvrll, the appllcatlon fee shall be tncrealed by
S200.00. Exanglcs o! guch r€vierr, may J'ncludc, buc are
not llnited toi Colorado Departfien! of High$ay Access
P€rrnlts, Arnll| Corpg of EngLnecra 40tt, €tc.
rhr .pptrIcant chall be rc8pgnsible for plylng any
publishtng fect ehlch are in s(ceaa of 50t of tho
appllcatlon foe. If, at tbe applicantr 6 request, any
&atter i3 postponed tor hearlng' eauginq ths satter to' !€ re.{}ubtt3had. thenr thc enttre fee for such re-publicrtlon Ebrll bc patd hy the appllctnt.
lpplicailont dccned bl the connunity DeveloPDont
D€parttnent to havc slgmlflcant deslgn, land use or
other tggues rtrlch ttat have a slgniflcant lapact on the
coonunity 8at requlrc rcvLer by coneultant'e othe8 llrat
tosn ataff. ghould a detgrolnation be eade by the tonnstgff that an outslde conrultani ls nesded to revlor
eny rppllcatlonr Cgrnnunlty Develo}oent !.y hire tn
outetilb congultintr tt shill rltlhf,tc uhs a[6unt ot
t.
I
TO:
FROM:
DATE:
STIBJECT:
MEMORANDT'M
Planning and Environmental Commission
Community Development Department
August 28,lggs
A request for a minor SDD amendment to Special Dwelopment Distria #21 to
allow for an interior remodel and srterior fenestration changes to the Gateway
Building Condominium Unit #5, 12 Vail Road/Lot N Block 5D, Vail Village lst
Filing.
Applicant: VailApartrnents,Inc./LeoPalmos, Vail GatewayPlanncr: George Ruther
NESCRIPTION OF TEE REOUEST
wee
a amendment to S
Gateway Building. The oroposed remodel to Unit #5 includes the addition of 610 so. ft. of GRFA
to the interior of the condominium unit. as well as minor chanees to thc exte;or fenestration of
the and west elevations of the
N. BACKGROUND
Special Development District (SDD) #21 (Vail Gateway) was approved by Ordinance No. 9 in
1988. The purpose of adopting SDD #21 was to allow for the rezoning of the property from
Heavy Service District to Commercial Core I (CCI). CCI zoning was adopted to allow for a mix
ofuses on the property and to allow the development to exceed Uuitdng height, as otherwise
prescribed in the Heavy Service District. Public benefits realized through the adoption of
Ordinance No. 9 include, among other things, a pedestrian walkway on the north and west sides
of the property, as well as substantial landscape improvements to i:he intersection.
section 5 of ordinance No. 9, Series 19E8, provides dwelopment standards for SDD #21.
According to the approved development standards, the density allowed in SDD #21 shall be
twelve dwelling units consisting of not more than 13,000 sq. ft. of GRFA. upon review of
existing floor plans for the structure, seven dwelling units sdst within the building, consisting of
I1,999 sq. ft. of GRFA. Therefore, 1,001 sq. fr. of GRFA remains available within the
development.
F:bvttl,ottc\pccvnamclrfcwry :dd
I
I
was established at the time of of the
no additional
as a resrlt of the minor amendment. A site visit to the strugture,
ho!rygugyealgd-that-tyg ofthe required parking spac€s have been convertid io storage_+reas.
-cr@ionwith regard to parking.
Itr. AMENDMENTPROCEDURE
Section 18.40.100 (Amendment Procedures) oftle Town of Vail Municipal Code stipulates the
following for minor amendments to Special Dwelopmurt Disricts:
"Minor Amendments: Minor modifications consistent with the design criteria outlined in
section 18.40.0208 may be approved by the Department of community Dwelopment.
All modifications shall be indicated on a completely revised dwelopment pkn.
Approved changes shall be noted, signed, dated and filed by the Deparunent of
Community Dwelopment. The Municipal code further stipulates that the Community
Development Department Staffshall inform the Planning and Environmentat Commission
(PEC) of the action the Staffhas tiken on a Mnor SDD Amendment Request."
According to the Municipal code, a minor modification to an S.D.D., section 1g.40.020@), is
defined as.
to site or that do not alter the basic intent
qld-Sharacter-Sflh9--lp-ptqved-lpecial-dg/elopmen!_0istria. anO are consistent wittr ttre
desien criteria of this chapter. Minor amendments mav include. but not be limited to,
variations ofnot more than five feet (5') to approved setbacks and/or building footprints;
changes to landscape or site plans that do not adversely impact pedestrian or vehicular
circulation throughout the special development district; or.changes to gross floor area
(excluding residential uses), ofnot more than five 5%) ofthe
ry.STAFFACTION
Staffbelieves that the
ft. of GRFA and minor
to SDD #21 as describ€d.
Staffbelieves that the minor amendment modifications to sDD #21 do not alaerr the
Criteria
believes the
F:\wcryonc\pocvnanm\gacnray-sdd
amendment would not have
has requirod that the
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P. 004O.* No.oB?608/22/9s 09:55
a
Augfust
Xh.e /Nzwirrflow
22, 1995
teway
as
Condoniniun
refl-ected on
Associationthe attached
approves the attached
drawings.
of the vail
Condoninium Association
fOI/.CO[4tVl, DEV. DEPI
HI0 ,/ttn .rry1yg3.
i'0t
dJII
(97,o) e4e-4!2r N.] A MES FAX 949-0304
OST OFFICE BOX 3238VAIL, CO.81658
Planning & Environmental Commission
Town of Vail
I l l South Frontage Rd. W.
Vail, Colorado 81657
July 24, 1995
Re: Proposed interior finish of Gateway Residence #5
DearMembers of the Commissioq
The proposed interior finish of Gateway ptaza" unit #5 involves removal of 2 steelsupports on main level (veris with structural Enginee$. Tenant finish on remainder ofmain level. Upper level flgo.r, abgye,living room,-is to 6e removed t"oitr ritf, StructuralEngineer). Newfloor will beaddedformaster'bedroomandbe.d+r. winao",rinlivingroom will be added for more views. Existing small windows in master bJ"no u.u +r tobe removed and arch top windows w_in be rellaced with smailer arch top-roinoo*., uuouunew floor line. side window in bed #3 will also be removed. Tenant finish on remainderofupper level. See plans.
Very truly yours,
Steven James Riden AIA
. MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS.
I
DearMr. Riden,
I hsve rwiewed the documents lou s€nt me and bave no objection to thc proposal toqdoee a portion of the deck indicated adjacent to unit #5, vait Gateway Building, Vait,
Colorado.
'7/
Vail Gateway
t97O) 949-4121 FAX 949-0304
Planning & Environmental Commission
Town ofVail
I I I S. Frontage Rd. W.
Vail, Colorado 81657
August 14,1995
Re: Proposed office/greenhouse and deck addition of Gatewav #5
Dear Members of the Commission
-4FThe proposed 9ffice or greenhouse addition of the Gateway Plaza Unit #5 involves the
expansion of EF sq. ft. onto the existing deck. The roof line will match eldstirg roofline.
The office will not block any views of other units. The odstisg slidiry glass-door and
adjacent window will be replaced with a larger window to allow-light tJ tne fiving room
below.
u,L"l.l}tIt,dl]j
vArL. co.81658
Best regardg
ames Riden AIA
. MEMBER OF AMERICAN INSTITUTE OF ARCHITECTS
.''i:r00'ir
't "' 'ae,l?'ttt9f!5 A?!S:r 3C4n498trt9
,rno'',,. f.ro:zr sa/n/n
$pril3, ffnf
t'p'-. t# ttrlurr
2?O1, Irls ,ruo.
SrL!€ Aldr.ldetr tlol'oFcp ao3o+
Deaf Isr
agards,to ?drr faraLLy-
I lrrne been l-u,gEtlr€tad on bebal.f o! Vai.f irtFh ftntHtslng uaLt 5 so it yill b€ iraTaIe.
la .li sco^saed, lou agE€ed Ehat the unusedguL!&[lg, rhl,c.!. ir arproxlrrately 900 €quarYa1L tEBrEBrsrr:Ea vftU-iespccr totrre rrer*, s
CHARI,ES R- LIPCON
Affinsy At I.rP
' s?lt0
Oc El*ryrc lbrur
z S$6Bbcqrc Bhd.lb4 Flefla 33ttlftttrnEtSalffid.lrrd*# (30tr, 37:}30t6
Fs (30f) l?ffii2sd
- Its is t.o )rad thet sa
to ncr$ go rbrad
4ondl,t:!.'.!lr for uta lor
PA- A2
,-e go be clone ltr thcor double door couldprorride betten accee€
ut, rornc dEasinEg tounj.fora aad cslforrn- Tlrey rlll elao allorco be lrlovbd closerOf 6or;'!!E€e shen tshE
Ffl-}lrg
t hogc a.Il, la t All $Abb, yorr .na rrror f arnilztsea4'eactr aElr^ef tle Iaei t:EB f uas I vail . Pl*rg€ give rl?
Eguare footege lor th!* fctre could bc uaad byya1l aflBrEBrsrrE^B sLEu legpc€l' to Eh€ ljaEtt'rl.t- Ftrlttetr. you egarccd tlrat a sew eibE InrE, i"rr agatasr firrE' th! sf'svator -o a!Erf tlre a1*renca?.
its _lbc lrBss€at tl-Ecr Bob Bolmer le rorrr6rl-rco tbe riadalnr t6 ttDr- therr willblf,-bar r,o tbe othcr rl.rdan t.q Eba hril{thg vi.udx dnet thc hrlld!.ng errtranceSogt_ttrer srr€ tlalr€ -. better aFEeaff.DEc.drarJ46r cre =aady, thsy tr1ff ff;I6"of r€uld, apgaecial,€ l.:our el.ginfurg thLe 1beck.to me to J.ndicatie cbe aFprolal of, the.B5ro6ir,Ciga ko t}lcse it€!rs.--
3ou for your eSrlnrornl .:nl b'eI* and faxlng tt{tirt*iy Coodonlaiun
tr€ri trul3r t our;,q/
CSIELE9 R. tfFCiUeI.r.t-it!'
ra'd wtsvss-?wr or 's5:t,hrcDdl'1 u s=rtlt{3 r.rsuJ gt:Er S66l-a6-lnf
dcportmcnt of community development
TO BE FILLED OUT COMPLETELY PFIOF TO ISSUANCE OF PERMIT
TYPE OF PERMIT
Ef autlou'rc! elecrRrcll
N MECHANICAL
CONSTRUCTION PERMIT
e=NsL*\\\\! pr-uMerno \I rounoarroru -
Dt2 varr, noen
VAIL VILLACE lST
B NAME: LIPCON DECK
.,,, MIMI, FL
CHARLES LUPCON
403 N MASHTA
ARCHITECT p1pr, trXXmD [f,NXEOHNjf.
R. BOYMER CONST.
towll Op varu nee. tO. 152-B
949-8737
GENERAL
CONTRACTOR
TOWN OF VAIL FEG. NO.
ELECTRICAL
PLUMBING
CONTRACTOR
MECHANICA
CONTRACTOR
TOWN OF VAIL REG. NO.
OTHER
CONTRACTO
TOWN OF VAIL HEG. NO.
TELE.
Nor E --* U(JPY Ur- rrEr{Mr I ru nE KEr.| uNJUEnrrr pLAl,lS IN SLOT \o
pArE A.eLtlNE 2, 1ee2. )tOtoVzttq^?!1_ .,^ 00bF
r. TYPE OFCONSTRUCTTON I tVV
2. OCCUPANCY GROUP ABETI IR M
DIVISION t22a34
GENERAL DESCRIPTION OF WORK :
-
lnn |' FY'r!'DTnD nFrrL AI\Tn DT'I$nlt!'c t 1
PERMIT NO.-,:
z9F
Bt
6
BUILDING I6 , 000
ELECTRICAL
PTUMBING
,
DOORS TO REPAACE EXISTING WIMOI{S, T MECHANICAL
ADD GUTTERS-TOTAL l6 , 000
TYPE GROUP G,B,F.A, VALUATION PERMIT FEES
II R 0 16 , 000 BUILDING PERMIT zo5 6
ffiv4
8f,v
*
h
v
e
h
PLAN CHECK 133
ELECTRICAL
NEW ALTERATION (X4 ADDITIONAL O REPAIRO PLUMBING
DWELLING UNITS
-
ACCOMMOOATION UNITS
-
MECHANICAL
HEIGHT IN FT.
-
NO.FIREPLACES RECREATION FEE
TYPE THICKNESS R.VALLUEINSULATION:
FLOOR
EXT. WALLS
DESIGN REVIEW BOARO/nnr n^T6.nEa1\
CLEAN.UP OEPOSIT 100
USE TAX
TYPE
OF
GAS TOTAL PERMIT FEES $ 438
H;Ar soLAR I wooo
DAN STANEK JUNE 4, 1992
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
ST. CUT x
BLASTING x
ARKING t
DEMO x
rurr-olnG orrrcnr- - DArE -
MrKE MoLLTCA JUNE 3, 1992
ONING AOMINISTRATOR OATE
:ONING & BUILOING NOTES:
I hereby acknowledge that I have read this application, filled out in full the information rEquired,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the information and plot plan, to comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
R. BOYMER CONST.
P0 BOX 1001
vArL, co 81658
CLETN UP TO:
FOB HIMSELF
. K* coNsrRucnoN pERMtr
h+/.Jrmffi/ l-"'*'
department of community development
TO BE FILLED OUT COMPLETELY PRIOR TO ISSUANCE OF PERMIT
TYPE OF PERMIT
Ek eurLor-rc
Ek e lecrntcRl
N MEcHANICAL
Ehpt-uMerNcX rouruoettorlrl
NOTE _ COPY OF PERMIT TO
g11g Iil Oil MAR. 7, L99L
BE KEPT ON JOBSITE
J 11.;1 6Q?-t-d'lOoS
NO PLANS
004755
LEGAL
DESC.FtL tNG VAIL__VILI4€E__IST_
B NAME; GATEWAY !88 #3
ARCHITECT
MAIL AODRESS
CITY PH.
GENERAL
CONTRACTOR
rrRu R. BoYMER CoNST
rown orver nec. Ho. 152-B
949-8737
LECTRICAL
FIRM BRYAIiIT ELECTRIC
,o** o, uo,,.
^rn. "o.
150-E
949-4Lss
PLUMBING
CONTRACTOR
F|RM WIIITE WATER P & It
949-648r
MECHANI
TOWN OF VAIL REG. NO.
OTHER
CONTRACTOR
TOWN OF VAIL REG. NO.
TELE.
I. TYPE OF CONSTRUCTION I II III IV V
z,OCCUPANCY GROUP ABE H IRM
DIVISION 122a34
GENERAL DESCRIPTION OF WORK :
TENANT FINISH IN GATEWAY PLAZA.
PERMIT
z
tr
:l
BUILOING 52,000
ELECTRICAL 2,000
PLUMBING 13,500
MECHANICAL
TOTAI 6V ,5OO
TYPE GROUP G.R.F.A VALUATION PERMIT FEES
TI lHt R-l 0 67,500 BUILDING PERMIT 493 trq[
-vJ
+la
\,1
SJ
cC
)oD ty.'
A-[ ,.'hLa*td
PLAN CHECK 247
ELECTRICAL 44
NFW() ALTERATION( ) AODTTIONAL OUOX REPAIRO PLUMBING r40
DWELLING UNITS
-.
-MECHANICAL
HEIGHT IN FT
--
NO. FIREPLACES RECREATION FEE
INSULATION: TYPE THICKNESS R.VALLUE:r:a-I--_-L--.I-DESIGN REVIEW BOARO
CL€AN.UP OEPOSIT 250
EXT. WALLS -lNoNE - |USE TAX
BOOF
TYPE
OF
SOLARHEAT
TOTAL PERMIT FEES $rllxx 1,174
_ MrcnAEL WXLTa&EB_ ry\R. 3,_1991 _
JILOING OFFICIAL OATE
_ l{IKqulqllrcA l*{AR. 7, 199!_
INING AOMINISTRATOR DATE
ADDITIONAL PERMITS NEEDED:
Y N INITIAL
BLASTING )NING & BUILOING NOTES:
'o"*_ | l *ALL FINISH AS PER ORIGINAL APPROVED
nErr^ | I i'-"'" I lx I PRINTS.
I hereby acknowledge lhat I have read this application, filled out in full the intormation required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
agree to comply with the intormalion and plot plan, lo comply with all Town ordinances and state
laws, and to build this structure according to the Town's zoning and subdivision codes, design
of the Town applicable thereto.
OR FOR HIMSELF
fn* r*sPEcrro*rs cor.rPLETED
The lteus below need to be eonplete before
glvlng a perml.t a flnal C of O.
Please check off ln the box provlded.
FINAI. PLUUBINGt_l
DATE:
FINAL UECIIANICAL
DATE:
IHPROVEMTNT SURVEY RESID. NAUE:
DATE:
EAST SIDE:IJEST SIDE:
tl
M?'
m FINAL BUILDING
TEMPORARY C OF O
FINAI ELECTRICAI.
I.AT{DSCAPING DT]E
DATE:
\\
FILE NAI{E:'..
I
,(D
Project Application
o^,"Q411,lqal
Project Name:
Pro.iect Description
1L€A
Contact Person and Phone
2(be-
Owner, Address and Phone:
Architect, Address and Phone:
Legal Descriptio n: ut l2-' , etocx QQ , p11ing x/ v, tq(, Zone
-
Commenls:
Design Review Board
Motion by:
Seconded by:
D ISAPPROVAL
Summary:
fl Approval