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Area of Sprlnkler Operatlon:1500Denslty: .15
Area Per Sprlnkler:13@ MAX.
Hose Allowance GPM: Inslde:@
Hose Allowance GPM: Outs1de325@
Rack Sprlnkler AllowdnC€ : @
Stat 1c PSI : 132
Resldual PSI:128
* WATER FLOW TEST * * PUMP DATA *
Date & Tlme:9-l--93 Rated CapacttyrN/A
1p exVt o.^f 1-,t,.'. :
HYDRAULIC DESIGN INFORMATION SHEET
At PSI:N/A
Elevat lon: O
* System Type *
lxl-I^IET []-DRy I l-DELUGE [ ]-pRE-ACTTON
* SPRINKLER OR NOZZLE *
MAKC:CENTRAL MOdEI:UPRIGHTS1zes1\2 K-Factor:5.5
Temperature Rat lng : 1"55
* TANK OR RESERVOIR r.
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Elevat ion:
* WELL "Proof Flow:
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CALCULATTON SUMMARY ----
GPM Requlred:595 pSI Requlred:102.35"C" Factor Used: Overhead:120 Underqround:140
- WATER SUPPLY
GPM Flowlnet9@.9
E levat 1on : O
LOCAIION:548 S. FRONTAGE RD. VArL ,COLORADO
SOUTCE TNfOTMAtION:EXISTING CITY WATER MAIN
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HYDRAULIC DESIGN INFORMATION SHEET
NAME:WESTWIND CONDOMINIUMS DAIE:4-25-94
LOCAtlON:548 SOUTH FRONTAGE RD. VAIL COLORADO
Bulldlng:GARAGE AREA SPRINKLERS System No. #1 WET
CONTTACTOT:VALLEY W]DE MECHANICAL & ELETRICAL INC. CONtTACt NO. I2A3
Calculeted By:RUSTY cLfNE Drawlng No. F.P.-1,2
Constructlon: [ ]-Combustlble IX]-Non-CombustlbIe CelIlng Helght t7@'-4" Ft.
occupancyrNFPA *13 1991 EDITION
l____r_-*\ SYSTEM DESIGN
[x]-NFpA 13: t l-LT. Haz. \ t t-oJorNnnv HAZARD GRouP: t l-EX.HAZARD.
t I-NFPA 231 I I-NFPA 231C\ FISURE: CURVE:
I l-OTHER (Speclfy): v
I I-SPECIFIC RULING: MADE BY: DATE:
Area of SprlnkLer Operat1on31500
Densltys .15
Area Per Sprlnkler:13@ MAX.
Hose Allowance GPMr Inslde:@
Hose Allowance GPM: Outslde:25@
Rack Sprlnkler Allowance:@
* WATER FLOW TEST *
Date & Tlne:9-1-93
Statlc PSf:132
Resldual PSI:128
GPM Flowlng:909
Elevat lon:0
* System Type "txl-wET [ ]-DRY [ ]-DELUGE [ ]-PRE-ACTION
* SPRINKLER OR NOZZLE *
MAKE:CENTRAL MOdEI:UPRIGHT
Slze: 1\2 K-Factor: 5 .5
Temperature Rat lng B 155
CALCULATION SUMMARY --------
GPM Requlredr595 PSf Requlredr102.35
"C" Factor Used: Overhead:l2@ Underground:L4@
.-- WATER SUPPLY
* PUMP DATA *
Rated CapacltysN/A
At PSf:N/A
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PIBV2
System Sensor's PIBV2 Supervisory Switch fits to the
open position of fire sprinkler control valves of the post
indicator, butterfly, or other valves. lt contains two SPDT
(Form C) contacts. The PIBV2 is designed to operate when
the valve position is altered from an open state.
ONE SWITCH COVERS MANY APPLICATIONS
Can be used for butterfly valves, post indicator valves,
wall post*, recessed wall post valves, and many types of
pressure reducing valves.
SINGTE SIDE ENTRANCE FOR CONDUIT
Makes installation faster and easier and helos eliminate
unwanted call backs. Durable metal enclosure gives the
switch protection from adverse environmental conditions.
ADJUSTABLE LENGTH ACTUATOR
Eliminates need for cutting shaft. Extends up to 2" from
nipple. Has coned tip for easier installation. Removable
1/2" NPT nipple simplifies installation.
UNIQUE BI.DIRECTIONAL DESIGN
Easily installed switch operates with rising or falling flags.
DURABLE SWITCH ASSEMBLY
Two 10 Amp 125/250 VAC, 2.5 Amp 24 VDC switches
provided as standard are locked in a synchronized
position and enclosed in a rugged terminal block for
added strength and durability. Accommodates up to 12
AWG wire.
SEMS CLAMPING PLATE BRACKET
Enables wiring to conform with UL 753 Paragraph 17A.2.
OPTIONAL TAMPER SWITCH KIT
Mechanically activated by cover removal.
*For wall post mounting, certain restrictions apply.
---SYSTEIWSENSOR..A DlVlSlON OF PlTTWAY -
3825 Ohio Avenue . Sl. Charles, lllinois 60174 . ?0&377.6363 . FAX: 708.377.6495
ln Canada:4t6-675.1695 . FAX: 416.675.7078
An lS0 9000 Certified Company
appmved
GENERAL SPECIFICATIONS
Agency Listings: UL, FM, ULC, CSFM,
MEA
Contact Ratings:
Conduit Entrances;
Enclosure, Cover and Base:
Mounting:
Actuating Lever
Extension Length (max.):
Operating Temperature Ranges:
Overall Switch Dimensions:
Shipping Weight:
Servi(e Use:
10A@125/250VAC
2.5A@24VDC
2 openings for 1/2" conduit
Die-cast zinc, corrosion
resistant finish
1/2" NPT
2" from nipple
32'F - 120'F (0'C - 49"C)
4-\l4"H x 3-112"W x3-114"D
(10.8cm H x 8.9(m W x 8.2cm D)
2lbs.
Centralstation NFPAT'l
Local NFPA 72A
Auxiliary NFPA 728
Remote station NFPA 72C
Proprietary NFPA 72D
3 years
r--
r^--
MAOE IN THE U.S.A.
Warranty:
THE FOLLOWING ABE EXAMPIIDF THE FOLLOWING MOUNTING
ACCEPTABLE MOUNTING POSITIONS: POSTT|oN lS NOT ACCEPTABLE:-+ rm\------' \JIl
\-'-----2--.\/
) l t-.r-_---1
/tt \1,/ 1l t|\/\
ACTUATOR ACTUATOR ACTUATOR VERTICAL
VERTICAL(DOWN) HORIZONTAL (POINTING UP)
Tamper sclerYs
11/4" D
(,"_*
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o4-1t4" H
(Assembled)
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Engineer/Architect Specifications: PIBV2 Supervisory Switch
Post Indicator/8utterfly Valve Supervisory switch (PlBV2) shall be installed on each valve as designated on the drawings and/or as specified herein.
Switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within two revolutions of
thevalvecontrolorwhen thevalveflag has moved no more than one-{ifth ofthe distance from its normal position. The mechanism shall be contained
in a weatherproof die cast metal housing, which shall provide a side entrance for 1/2" conduit and incorporate a 1/2" NPT nipple for attachment to
the valve body. A grounding provision is provided. The switch assemblyshall include two switches each with a rated capacity of l0Amp @ 125/250
VAC and 2.5 Amp @ 24 VDC. The cover shall contain tamper-resistant screws for which a security wrench will be supplied with each switch. PIBV2
shall be Underwriters Laboratories listed for indoor or outdoor use. The PIBV2 shall be Factory Mutual approved.
0dering Information
Waterflow Switches Alarm BellsWFD20 Waterflow Detedor, Schedule 10/10, 2' KMS-6-24 Bell. 6",24 VDC, Polarized, 97 dBAWFD25 Waterflow Detector, Schedule 'lU4O,2-112" KMS-8-24 Belt, 8". 24 VDC. Polarized, 102 dBAWFD30 Waterflow Detector, Schedule 10/40,3" KM5-10-24 Bell, 10",24 VDC, Polarized, 104 dBAWFD35 Waterflow Detedor. schedule 10140,3-1n" KB5-6-120 8ell, 6", 120 VAC, Polarized, 95 dBAWFD40 Waterflow Detector, Schedule 10/40, 4' K85-8-120 8ell, 8", 120 VAC. Polarized. 98 dBAWFD50 Waterflow Detector. S(hedule 10/40, 5' KB5-10-120 Bell, 10", 120 VAC, Polarized, 102 dBAWFD6O Waterflow Oetector, Schedule t0/40.6"wFD80 waterflow Detector, Schedule lc/40, 8' Sprinkler Product ReplacementsWFDT Waterflow Detector, Fits 1", 1-114",1-l/2" ferrous and brass A3010-00 Replacement Arsembly Kit for PIBV2 (Wrenches, Screw
threaded tees; 1', l-ll{, 1-112", 2' copper sweat tees; 1" Pack)
CPVC tees; and l-1/2" polybutylene tees A3011{0 Replacement A5sembly Kit for OSY2 (Wrenches, screw
WFDTNR Waterflow Detector. non-retard. fits same tees as Model Pack, J hooks)WFDT 43008{0 Replac€ment Delay Mechanirm lor wFD 2"-8" rizes
Master Packed: 6 units (Black)
A77-01-o2 Reolacement Terminal Block for WFD and WFOT
Supervisory Switches A77-01-08 Replacement Terminal Elock for wFoTNROSY2 Ostside Screw and Yoke Valve SupGrvirory Switch - PRKg Replacement Paddle Kit - 9 paddles for WFDT and
Two SPD' Swltches WFOTNR (ree WFDT for sizes in(luded)PIBV2 Pott IndicatorrEutterfly V.lve Supervasory Switch - 546-7000 Tamper Switch Kit for WFD, WFDT, P|BV2, and O5Y2
Two SPDT Switches 507-66-02 Reola(ement Tamper screw5 tor Cove6 of WFD, WFDT,
WFDTNR. OSY2, Pl8V2. and EPs
PfeSSUre Switches W88 Weatheroroof Sack 8ox {or KMs and KBSEP510-t Alarm Waterflow Pressure Switch, One SPDI 4-20 Psl WFOW Replacement Tamper Proof Wrench for Cover of WFD.EP510-2 Alarm Waterflow Pressure Swit(h. Two sPDT,4-20 Psl WFDT, WFDTNR, OSY2, P|BV2, and EPsEPS40-1 Supervisory Low Pressure Switch, One SPDT, 10-100 Psl HEXW Replacement Hex Wren(h for OSY2, Pl8V2EP540-2 Supervisory High/Low Prersure Switch, Two sPDT,
10-100 Psl
@ Copyright 8/93 System Sensor This document is not intended to be used for installation purposes.A05-197-00
FPV-19 Effective eugust2C, tl
'lndoor Uso Only.
WAFER AND LUG BUTTERFLY VALVES
BUTTERFLY VALVE POSI NDrcATOR - uL Listed for watl or Urderground tnstallation. (Post not FM approved.)
Factory a$emued only. P6l ass€mbly indrdes wealh€rprool gsar operator wilh brg€t indklab(. Intsmd tarper switd€s aEilable on sizes fS.
Li$ PricjrE - Add posl prhe to gmoved or waf€r butterlly vahe p.ice above. {Not avaihbb -2 or 6.)
'Minimum d€arancs needed outsits ol wal is detemined by the handvrheel dianstsr i.e.6'. Height of g6ar operalor with targel is 6'.
Undergrornd p6t lo be minimum 36' gound [rc to top. For refer€nce, NIP-2 g6le valve wallposl 9'wallto targel, 20' wall t0 top.
l{OlE: Tamper Srvitch R€pair Kits ars avaihbb ff$l dngle switch lor 1990 dalod and oldff UL-FM wafer BFV, all 10'8td 12' BFV, a 'UL ont'
*aler BFV and ouer gmoved BFV; TS-2 double switch lor bal yalyes and 'UL only' gooved BFV; T$3 dodle switdr lor mod 19$ dal€d and mtrr
UL-FU groor€d BFV and 1991 f-8' UL-FM waler BFV). Provido dats trom l.D. plals wt|€n orderirE kit.
BALL VALVES*
FIG, NO.DESCR, & RATING 1'l;'1'l;'2'ili
T5054
Ball
ULrFM Bronze Ball
Valve 300 P.S.l. WWP
Threaded Ends
$e4 $106 $137 $173 $243
T5OH
Ball
Wth 2 S.P.S.T. Internal
Tamper Switches
Inslalled at Faclory
$124 $136 $167 $203 $273
G505-4
Ball
UUFM Bronze Ball
Valve 300 P.S.l. WWP
Grooved Ends
$148 $187 $252
G50H
Ball
Wtth 2 S.P.S.T. lnternal
Tamper Switches
Installed at Factory
$178 $217 $282
GROOVED B LfrSLVES
FIG. NO,DESCR. & RANNG 2,1"'3'4"6"8"
GD1765-2'
Butterffy
UL Listed Groor/ed End
Butlerflv 175 P.S.l. WWP
$291 .$?20l $336 N.A.N.A.
GD1765-6
Bunerfly
Above with 2 S.P.S.T.
Inlemal Tamper Switches
Inslalled at Faclory
$321 s50 $366 N.A.N,A.
G0176$,4 UUFM Grooved End
erileo 175 P.s.l. wwP
$331 e"I$sz'$546 $760
G01765-8
Butterfly
Above with 2 S.P.S.T.
Intsmal Tamper Swilches
Installed at Fac{ory
$361 B6-$406 $576 $790
FIG. NO.DESCR. & RATING 2"/l;'3"4"5"6"8"10"12',
wD35104
Wafer
Wafer UUFM 250 P.S.l.
WWP Butterlly Valve
$227 $231 $256 $261 $363 $377 $s80 $732 $1043
wD3510-8
Wafer
Above wilh 2 S.P.S.T.
Inlemal Tamper Switches
lnslalled at Factory
$257 $261 $286 $291 $393 $407 $610 $762 $1073
1D3510-4
Lug
Lug UUFM 250 P.S.l.
WWP Bunerfly Valve
$260 $265 $29it $299 $415 $432 $664 $838 $1199
103510-8
Lug
Above with 2 S.P.S.T.
Intemal Tamper Switches
Installed al Factorv
$290 $295 $323 $329 $445 $462 $694 $868 $1229
Posl Asse $ly Fg. No.Standard Post Leqfts List Price Special Pct Lengltr
Wall post - Specify by adding 'WP to valv€ lig. no. i.e. WD351G8WP.
lrcbdes one nrafi covs, plat€ (sxtra phts S23)
2't498 Add $50 for solrp phts
$5 per andl il lo0gsr $an
skrdad.Underground posl - Specily by adding GP to vake fig. no. i.e. W0351G4cP oo $562
of Posl: Measup lrom lo9 of vatve ooerator flanoe t0 bo ol
futtedy Valve Sze 2.5'r 4'o 8'12'
Centsrline to top ol vah/e operator flange - wafer/fug
Centerline to top ol vafue op€rator flange - groov€d
Handvihe€l Clearance Needed Ottside Wall'
'j'
o
5.9'
6"
o.l
4.4t'
6.9'
5.3'
6'
8.0'
7.9'
6'
9.3',
8.0'
9'
10.5.
I'
12.0'
14'
I{IBCO INC. ELKHART, IN 46516
--t-l/I tpFGrinnell o
ERW steelpipe A-135
oschedule 40
schsrtuh 40 dle arailable i0lrade sircs1' ru 2' in lengtE ol 21'-2{'.25,lootage weighvbundle
l|ad€
sire
irL 0.I l.o
nomiml
uall
:ltclness
irL
nominal
mist
IL
budlr
s|lts
Fs. cer
tdh.
2t'
htal
loofioe
24',ml
loobse
25'
lohl
foolage
21'
hdle.
weiqht
21'
bdl€.
25',
bdle.
1.315 1.049 .IJJ 1.68 70 1470 1680 1750 2470 2822 2940
lVt 1.660 1.380 .140 z.a l 51 1071 1224 1275 2431 2778 2894
11/z 1 900 1.610 .1 45 a.t a 44 924 1056 1100 zJtS 2872 2992
2.375 2 067 .154 3.65 30 630 720 7s0 2300 2628 2738
weight of pipe with water
1'0rpe
weight ol pipe/fool
weight of water/foot
weight of pipe t!,ith water/foot
xt
1221
0.414
1 635
s60
1.404
0.409
1.813
s/10
1.68
0.37
2.05
17f pipc
weight of pipe/foot
weight ol water/foot
weiqht of pipe wilh water/foot
1.57
0.72
2.29
1.81
0.71
2.52
2.27
0.6s
2.92
1V{ pipe
weight of pipe/foot
weight of water/toot
weight ol pipe with rrater/foot
1.88
0.9i
285
2.08
0.96
3.04
2.72
0.88
3.60
2'jipe
weight of pipe/foot
$/eight ol water/foot
weight of pipe with water/foot
2.52
1.58
4.10
2.64
1.58
4.22
J.DJ
1.46
5.11
zth,qipe
weight ol pipe/foot
weight of water/foot
wsight of pipe with water/foot
4.08
2.26
6.34
2.36
5.89
5.79
2.08
7.87
3'pipo
weighl ol pipeiloot
weight of water/foot
weight of pjpe with vrater/foot
5.01
3.48
849
7,f
3.61
7.94
7.58
3.20
10.78
3%" pipe
weight of pipe/loot
weight of water/foot
weight of pipe with water/loot
4.97
4.81
9.78
9.11
4.28
13.39
4'pipe
$/eight of pipe/foot
weight ol water/loot
weight of pipe with water/fool
5.61
6.1i
1t.78
10.79
5.51
16.30
5'pipe
weight of pipe/foot
$,eight of rvater/foot
weight of pipe with water/foot
7.77
9.53
17.30
14.62
d-bb
23.28
6'pipc
r{ei0ht ol pipe/foot
'iveighl of water/toot
weight of pipe with water/loot
9.29
13.7 4
23 03
18.97
12.51
31.48
8'pipe
weiqht of pipe/foot
wei0ht of water/foot
weighl ol prpe with water/foot
13.40
23.59
36.99
28.55
21.69
50.24
10'pipe
we,ght ol pipe/foot
neight of water/foot
Y{eight ol pipe v{ith water/foot
18.70
36.90
55.60
40.48
34.10
7 4.58
12'pipe
weight of pipe/foot
weight ol water/loot
weaght of pipe with water/foot
49,56
49.00
98.56
XL
allird Xl. lhead.blr light ratt piDe
1'. 3' in lenllhs ol 21'.24'.25,loolage welghl/bundlc
trad6
tizg
in.oD.t.0.
iominal*ill"
but|dle
srr08
pcs. pct
bdh.
21',
lotal
loota!e
21'
lolal
loolag!
25',
l0lal
loola0!
21'
bdle.
roig
2t'
idle.
reighl
25'
!dl!.
reight
1 1.290 1.104 1.2210 91 1911 2184 2275 ZJJJ 2667 2777
lVt 1.638 1.452 1.5763 61 1281 1464 1525 2019 2307 2403
1\k 1.883 1.687 1.8807 61 1281 1464 1525 2409 2753 2868
2 2 360 2.154 2.5214 J/888 92s 1959 Z'JJ 2332
2k 2.857 2.581 4.0813 30 630 720 750 2571 2939 3060
3.476 3.200 5.010s 19 399 456 475 1999 2285 2380
schedule lb
S( 10 allied sciefih 101'-f in lergtis ol 21'.24'.25'lootage wGighUtundlE
trade
sE!
in.0.0.t.0.
n0minal
wall
hickress
tn.
[0minal
w?igil
lt.
bundlc
sires
pcs. ell
bdle.
21'
lolal
loolagc
21'
tolal
loola0e
25',
lotal
lootage
21',
bdle.
ueioht
21'
!dlr.
xeighl
25'
rdh.
weioht
I 1.315 1.097 .109 1.40 91 1911 2184 227s 2675 30s3 3185
11/t 1.660 1.442 .109 1.81 6l 1281 1464 1525 231S 2650 2760
11h 1.900 1.682 .109 2,08 61 | 281 1464 1525 2664 3045 3172
2 2.375 2.157 .109 2.64 JI 888 925 2051 2344 2442
2V,2.875 2.635 .120 JDJ 30 630 720 750 2542 2648
3 3.500 3.260 .120 4.33 19 399 456 475 1727 197 4 2057
3h 4.000 3.760 .120 4.97 1A 100 456 475 1983 2266 2361
4 4.500 4.260 .120 5.61 19 399 456 475 2238 2558 zDoS
14
oSprinkler GB
Decorative/Glass Bulb Type
Upright or Pendent
Automatic Sprinkler
Manufactured by: Central Sprinkler Corporation
451 North Cannon Avenue, Lansdale, Pennsvlvania 1g446
R Blo.ll'$,,on n rechnical
The Central Model GB-1, upright and
pendent automatic sprinklers embrace
the ultimate in advanced design
features. They incorporate the latest in
heat-responsive, glass bulb
technology, which results in a much
smaller more attractive sprinkler than
those manutactured with a more
traditional design approach. The
operating mEchanism consists of a
liquid-filled 5 mm diameter frangible
capsule that is only 1.5 cm in length.
The N.P.T. lhreads on the Model
GB sprinklers are "pre-sealed" at the
lactory thereby eliminating lhe need
lor field-applied pipe compound or
tape. This feature reduces installation
time thereby increasing proiect
productivity.
The Model GB-1 automatic sprinklers
are intended for installation in
accordance with current NFPA 13.
They are available in %" orif ice size
and a variety of temperature ratings,
finishes and decorative coatings.
Additional finishes and coatings are
available.
Operation:The glass bulb caPsule
operating mechanism contaans a heat-
sensitive liquid that expands upon
application of heat. At the rated
temperature, the frangible capsule
ruptures thereby releasing the orif ice
seal. The sprinkler then discharges
water in a predesigned spray pattern
to control or extinguish the fire.
For speci{ic liding requlremenls see the appropriate
informalion conlained in lhis brochure.
Model Number: GB-1
Style: Upright or Pendent
Orilice size 1/2"
K Factor: 5.6 nominal
Thread Size: %" N.P.T. (pre-sealed)
Temperature Rating & Glass Bulb
Color:
135'F/ 57"C Orange
'155'F/ 68'C Red
175"F/ 79'C Yellow
2O0'Fl 93"C Green
286"F/141'C Blue
3ffi"F/182"C Purple
Approvals: UL
Meets:
MIL-STD-g1GC
MIL-STD.167-l
MIL-ST}.81GC
shock, vibration and salt fog tests
for mantime applications.
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 100o/o at 500 p.s.i.
Standard Finishes: Brass, chrome
Standard Coatings: White, Blackt
Length: 1%" (plus thread)
Width: .1" (frame arms)
Weight: 1.95 oz. (55.3 g)
'Available 2nd quarter 1988
O*,n*"*OoO
Model GB Updghl SpdnHer
Quarlor Sec- on
Model GB Pendenl Spdnkler
Itod€l GB %" Updght
Coated Bladt'
Model G8 %" Pendenl
CoaGd fvhlle'
'Half indistaa orE hltf of a rymn|6t.i('|| sFay p|ttern.
Cird€d numbars indcrto or€.su'! in rr3i,
t{omlnal Spny Paltem
ll" Mo&l GB Updghl Spdnldar
'Ha|f indicatat 0.|. halt ol t ryfin€fical !p.ay pamrn.
Cir€l€d numbaG hdcd. p.€!sur! h Fi.
Nomlill Sprsy Patlenr
Yr" llodel GB Fcn&nt Spr{n}der
'Avsihbla 2nd qualtor 1$8
UnIErlC Wrtnatl
o An
recrinical
fllnstallation
All Central Model GB sprinklers
must be installed according to current
NFPA 13. Deviations from these
requirements and standards or any
alleration to the sprinkler itself will
void any warranty made by Cenlral
Sprinkler Corporation. In addition,
installation must also meet local
government provisions, codes and
standards as applicable.
The system piping must be properly
sized to insure the minimum required
flow rate at the sprinkler. Check for
the proper model, style, orilice size
and temperature rating prior to
installation. Inslall sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected
from freezing. Refer to the Central
Bulletins on the Model A-1 Dry
Pendent Sprinklers for use in dry pipe
sprinkler installation.
Upon completion of lhe installation,
the system must be tested per
recognized standards.
In the event of a thread leak,
remove the unii, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the upright position for upright style
sprinklers, and in the pendent position
for pendent style sprinklers.
Step 2. Slnce the spdnlder threads are
"prc-sealed" at the factory, plpe ioint
compound or tape is not rcgulred.
Step 3. Hand tighten the sprinkler into
the titting. For upright sprinklers use a
Central Sprinkler Combination
Wrench, and for Pendent sprinklers
use a Central SPrinkler Universal
Wrench, to tighten the unit into the
fitting. A leak-tight ioint requires only
7 to 14 ft.-lbs. ol torque; a tangential
Design Requirements - Standard Applications
The Model GB-1 upright and pendent sprinklers are intended for standard area
co\erages and standard flow and pressure requirements as specified in current
NFPA 13.
force of 14 to 28 lbs. delivered
through a 6" handle will deliver
adequate torque. Torque levels over
21 ft.lbs. may distort the orif ice seal,
resulting in leakage.
For exposed piping systerns, the
sprinkler should be oriented so the
frame arms are parallel with the
branch line pipe.
Step 4: Special care should be taken
when installing pendent sprinklers
with a CPVC system. Sprinklers
should be installed after the system
has been tested and drained, to insure
that no primer or cement accumulates
within the sprinkler.
Sprinklers must be handled care-
fully. They should not be transported
or stored where ambient temperature
may exceed 'l00" F/38'C. For best
results, store them in a dry, cool
location in the original shipping
package.
Do not install sorinklers that have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated or altered in any other
way from manufactured condition or
they may not function properly. Any
sorinklers altered in such manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA standard 13A entitled
"Care and Maintenance of Sprinkler
Systems" contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have addi-
tional regulations and requirements
for maintenance, testing, and
inspection that must be obeyed.
It is recommended that sprinkler
Carc
Main
&
ten ance J'"::ffi i:,*Tf5T,:[il **""
systems be inspected regularly by a
qualif ied inspection service. Length of
time between such inspections can
vary due to accessibility, ambient
atmosphere, water suPPlY, and site
activitY.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. RePlace anY sPrinkler
exhibiting corrosion or damage;
always use new sprinklers of the same
type and temperature rating as
reolacements.
Because the discharge Pattern is
critical to protection ol life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the Pattern. Such
obstructions must be removed. In the
event that construction has altered the
ori gi nal conf iguration, additional
sorinklers must be installed to
maintain the protection level.
Do not attempl to replace sprinklers
without tirst removing the fire
protection system from service. Be
certain to secure permission from all
authorities having jurisdiction, and
notify all personnel who may be
attected during system shutdown. A
fire watch during mainlenance
periods is a recommended
precautlon.
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the special sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire protection system that has
been shut otl after an activation
should be returned to service
immediately. Inspect the entire system
for damage and replace or repair as
necessary. Sprinklers that did not
operale but were subjected to
corrosive elements of combustion or
excessive temperatures should be
inspected, an{ replaced if need be.
The Authority Having Jurisdictbn will
detail minimum replacement
requi rements and regulations.
Guaranlee: Central Sprlnkler Corp'
will reoair and/o( rcPlace any
products found to be defective in
material or workmanshiP within a
period of one Year from the date of
shioment. Please refer to the current
Price List for f urther details ol the
warranty.
lees, conl'd
size, in.
x
in.
Y
in.
z
in.
a each,
black galvanized
reducing lee,
fig. 1105R
LT/-l
-
[t-I\'
-[iIE
-r-
X, Y, Z: center lo end
u .t/t/t/r'..tJ 14
t/^ti 1/3/al l/.12 .14
%
3/tl lri ,\,.22
:/a
'4
,xo
%
Blo
tv ,XO
.21
.19 20
%)l 3/'10 %.19 .20
tl
,4
%
'l'4t
1
1\t
1
1 \a
1
.30
.27 .29
7//a %
3/
1%
1Xt
1 ,40
1
1l/
1Xt
.33
.28
.33
.29
%/7 t/a 1 th .29
1/,/a %'/t 1Xt 1t4t 1Xo .29
a/
h
3/
%
lXo
1%
1Xt
14t 1%
1%
1%
.46
.42
.38
.49
.46
.40
h
.t/
'4
1Xt
lX..
1%
| :/t
'lXe
1y
.51
.43
.51
.47
%
31
3/
1Xc
1%
1%
,xo
1X,
1%
.46
.36
.48
.34 '
l/3l 1Xt 1%1Xt .45 .46
h t4 x1 1%1%1Xe .43 .45
1
1
,,1
7a
%
1%
1Y
1Xe
1%
t7a
1%
1Xe
1%
1'4t
1%
1%
1%
.82
.70
.60
.84
. o.t
.f,J
7/
,l
t/
1%
'l%
1%
1t/c
1Xa
1%
1Xt
1%
.78
40
.81
.75
/2 ,l
1Y
1%
1%
1%
1%
1%
|A
'tx,
't%
.lo
.co
.73
t/1V lXt 1%.69
a/%1Xa
1%
1Xe
1%
1%
1%
.oz .bb
.57/2 1l
1V.
1%
x/
),1
%
1'4t
t7a
1l/
'1,4t
1Xo
1%
1y.
ltXc
1%
1%c.r/
1 .18
1.06
.98
.86
1 .22
1.10
.98
.89
1
.t t/
3/
,/,
1%
114"
1%
1|Xc
| :/2
| -/a
1%
1%
1rx,
1%
1Xt
1.13
'I .1 1
.87
1.19
1 .13
.9?
.79
x/
1%
1
J1
1%
1%c
1Xt
1%
17,1t
1X,
a7/
ltXt
1%
1 .09
.YO
.86
'1 .10
.88
.86
,l
'I
1%
1%t 1%
a1/
11r/"
'1 .04
.87
1 .07
.94
1
1%.
ltXc
1%
ltXt
1%
1"4c
1Xt
.92
.90
.97
.93
th
1"1
1
,l
ltXt
1%
1%
1'4"
1%
1u
14'
1t/s
1tX^
1%
1.\"
1 .45
1 .44
1.29
1.19
1.47
1 .49
'1.40
1.25
1l/
1rt
1
31
%
1tX"
ltXe
1%
1%
1x,
1%
1Xe
1%
ltXt
t'/a
1lXt
1%
ltXe
1.50
1.52
|.zo
1.08
1.03
1 .42
1 .27
1.10
1 .10
malteable iron, (class 150){ saturated steam: 150pressure ratlngs' ptt i tiqrid & gas at 15oo F: 300
0
o
pl-4
PRICE LIST Grinnell
fig. no.
description size prlce
each
-nL"(."#;;'., rie. no.
258 258pipe saddle supporl
cast iron pipe saddle only
Stanchion lype supports for pipe
sizes 4" thru 1Z' inclusive. Saddle
base must be slipped Into riser pipe.
Complies with Federal Speciiication
WW-H-171E Types 36 and 37.
Order by pipe size. ligure number,
name.
o
8
10
12
black
$ 38.00
42.00
56.00
67.00
89.00
104.00
9.1
10.8
1 1.8
14.3
19.3
23.1
259 259pipe stanchion saddle
cast iron stanchion saddle with
rcund ircn yoke and nuts
Stanchion type support for pipe sizes
4" thru 12" inclusive. Saddle base
must be slipped into riser pipe; yoke
is attached to saddle atler pipe is in
place.
Complies with Federal Specification
WW-H-171E Type 38.
Order by pipe siz6, ligure number,
name. ll riser and flange are required,
they musl be ordered separately.
o
I
10
14-36
black
$126.00
131.00
136.00
174.OO
236.00
289.00
POA
10.8
12.1
21 .3
25.7
31 .2
260 adlustablo clevlg
catbon steel
For suspensiqn of non-insulated,
stationary pipe lines. Hanger load nut
above clevis must be tightened sec-
urely lo assure proper hanger per-
formance. lf an oversized clevis is
used i.e. with soil pipe, it is recom-
mended lhal a spacer be placed over
the clevis boll.
Underwrilers' Laboratories Listed
and Factory Mutual Approved.
Complies with Federal Specification
WW-H-171E Type 1.
Order by pipe size, ligure number,
name, finish if other than black.
galv. pnmgd
$ 2.85 $ 2.352.95 2.403.25 2.603.55 2.904.00 3.254.70 3.858.50 6.4s10.15 7.7010.80 8.3012.85 9.8s16.50 12.7521.20 16.0032.15 24.9057.60 44.8071.00 53.95104.00 83.00144.00 117.(x)182.00 143.00354.00 289.005€.(n 471.00
722.OO 620.00
blackt 1.85
1.85
1.95
2.25
2.45
2.95
4.45
s.50
5.85
6.75
9.25
10.75
17.65
32.00
37.35
61.00
87.00
108.(l
227.00
401.00
5r9.00
stainless
sls€l
POA
POA
POA
POA
POA
POA
POA
POA
POA
POA
POA
POA
POA
POA
'"1
-
Vz'
I
'l Yt
172
2
21h
3
3V2
4
c
o
I
10
12
14
16
18
20
24
30
0
260
.34
.39
.44
.45
.55
.61
1.4
1.5
1.7
2.1
2.4
J.O
5.0
8.8
11.4
14.8
21.0
24.4
42.6
48.4
69.s
261 extenslon plpe or rlser clamp
carbon steel
For support and steadying of steel
pipe risers either insulated or bare,
cast iron pipe or conduil. Clamp is
fitted and boltsd preferably below a
coupling on steel pipe or a hub on
cast iron soil pipe.
Also for supporl of pipe covering or
insulation.
Underwriters' Laboratories Listed
Complies wilh Federal Specitication
WW-H-171E Type 8.
Order by pipe size, figure number,
name, specify if other than black.
261
1
1Yt
11/z
2
2Y2
o
.t /2
4
5
o
8
10
12
14
16
18
20
black
$ s.80
5.85
7.35
7.90
8.05
8.45
9.00
11.15
I 1.35
't6.50
19.05
30.80
42.50
51.45
98.65
227.55
250.55
290.05
9alv.
$ 9.8s
9.90
13.15
14.00
14.45
15.15
16.25
20.75
21.55
31.05
34.45
59.55
77.45
100.90
180.90
357.50
384.40
427.90
pnflloo
$ 7.8s
7.90
10.25
10.80
1 1.25
11.80
12.65
15.95
16.30
23.65
26.75
45.15
58.60
75.55
124.60
265.90
289.20
327.35
3.3
3.4qe
5.3
v.9
1 t,1
16.6
19.3
32.5
33.8
35.0
1.4
1.4
2.0
1.V
2.2
2.3
a.c
29
PRICE LIST Grinnell
tig. no.
description stze -n'lJ:33:fl')
'is'
no'
137C coated standatd u-bolt
carbon steel U-bolts and tinished
hex nuts with non'thrcaded Portion
ot U-boft PVC coated
For support, anchor or guide ol glass,
aluminum, brass, tin and PVC piping.
Order by rod size, pipe sizB, ligure
numoer. name.
Furnished wilh lour hex nuts unless
olherwise soecified.
3A
coated
wilh 4
hex nuls
$ 12.05
12.30
12.90
1 5.10
15.80
16.90
24.15
25.30
27.65
29.55
33.10
51.85
60.90
wilh 4
nex nuls
.l1
.29
QI
.34
.74
.80
,t'0
,92
1.0
2.0
2.4
137C
1
1Va
1Vz
2Vz
J
31/z
6I
138
138R
ext€nalon apllt plpe clamP
malleable ircn
Furnished tapped for an iron PiPe
threaded nipple (tig. 138) ot for rod
(lig. 138R). When used wilh nipple,
resultanl rigidity permits support ol
pip€ lrom wall or lloor.
Complies with Federal Specification
WW-H-I71E Type 25.
Order by pipe size, figure number,
name. finish if other than black.
(138)
black
5.20
5.60
5.85
6.05
8.30
10.00tr.t
{r 38Bl
black
$ 4.90
4.95
5.35
5.70
7.00
10.15
13.60
27.20
32.30
(r 381
plsted
$ 5.70
6.50
6.70
6.70
9.10
11.65
t t.t,
(138R)
plated
$ s.70
5.80
8.25
6.65
8.20
11.85
1s.90
31.80
37.75
138
138R
.10
.13
.15
.17.n
.24
.29
1.33
1 .46
%"$
Yz
sa
I
1Yt
1Va
2
2V2
3
140 hanger rod, machine threaded
both ends, right hand threadg
carbon steel
note: for lett hand threads - see lig.
253
140
prlco
lenglh
Incnas
oach rod slze - Inchos
$ 9.3s
10.70
12.00
r 3.35
16.25
20.25
24.15
25.85
32.40
36.50
40.60
44.60
48.70
52.85
8',
10
12
14
18
24
30
JO
42
48
54
60
bb
72
t 4.00
4.65
5.30
5.90
7.05
8.80
10.50
12.30
14.05
15.75
17.55
19.30
21.00
22.75
$ 6.s0
7.40
8.40
9.35
1 1.30
14.18
17.15
20.25
22.90
25.85
28.70
31.20
34.60
34.60
$13.20
15,30
17.50
19.60
24.95
30.25
36.65
43.0s
49.40
55.80
31.50
68.80
75.05
81.45
$ 16.75
19.40
22.16
24.85
30.25
38.45
46.60
54.80
52.90
71.05
79.05
87.20
95.25
103.50
$ 24.5s
27.95
31.40
35.05
41.50
52.35
62.90
73.35
83,65
94.20
68.25
115.25
125.65
135.95
add to above prlcrs tor 72 Inch langths - tor each addltlon.l foot of rcd or tractlon thorcot
t 3.s5 i 6.os $ 9.80 $14.15 I 19.75 $ 23'45
15
PRlCE LIST Grinnell
tig. no.
description size prlce
each
-tij:!ff''' ris. no'
66 66welded beam attachmenl
carbon stsel
Upper attachment for welding to
struclural steel. Used as illustrated
with bolt and nut or used in the
invened position with rod and nul.
Complies with Federal Specilicalion
WW-H-1718 TyW22.
Order by rod size, figure number,
name. Specily if bolt and nul are
required.
'1% and larger will be furnished with
Pin & Coner.
$ 15.50 $ 18.7515.50 20.0016.25 21.2517.75 29.5025.75 37.0036.75 56.0073.00 118.00126.d) 227.00
154.00 294.00
177.00 574.00
215.00 640.00
222.00 687.00
343.00 722.OO
460.00 744,00
686.00 1003.00
940.00 1277.00
wilh
bolt
& nut'
withoul withbolt boll
& nul & nut'
withorrt
boll
& nut
.:ro t.1.96 1.3
.96 1.61.9 2.82.5 3.94.3 6.3
8.1 10.2
1 5.6 19.018,7 24.222.8 30.626.4 36.826.7 39.726.8 40.832.6 46.745.1 62.153.4 72.4
Vs'
t1e
'fa
3/4
7/a
1
11/e
1Yz
13/e
zf2
23A
3
31h
aI/^
67 plp€ or condult hang€r
catbon steel
For suspension by hanger rod or
attached to wall. "T" slot in hanger
permils side boll to be inslalled atter
inslallation and setling ol pipe. Con-
sists ol slrap, bolt, nul - assembled.
Order by pipe size, ligure number,
name.
plated
$ 3.10
3.10
3.10
3.20
3.70' 4.45
8.65
9.15
12.95
21.50
21.50
.21
.22
.25
.27
.tJ
.31
.71
.78
1.39
1.66
2.26
670
3/e
1
1V.
11/z
2th
3
4
5
6
69
70
adlustable owlvd tlng, tappod
l,lFPA atandard
adlustable swlvel ring, standard tap
cafuon steel: zinc plated
For suspension ot non-insulated,
stationary pipe line.
Underwriters' Laboratories Listed and
Faclory Mutual approved.
Complies with Federal Specif ication
WW-H-'171E Type 10.
69
70
fig.69 tig.70
.08
.09
.10
.11
.12
.12.25 .33.30 .36.48 .56.53 .621.0 1.21.0 1.2
1'
1Vl
11h
,2
21h
3
4
6I
ptated
fig. 69
$ 2.00
2.00
2.10
2.10
2.45
2.60
4.30
4.30
5.70
8.40
12,55
15.33
lig. 70
7.40
8.15
13.25
14.70
23.65
35.50
otr
bctors
The Model 10/40 System Sensor vane-type
waterflow detector, with a computer
designed paddle, now fits Schedule 10
through Schedule 40 steel pipe sizes 2"
through 8'l The design of this unit makes it
easy to install and simple to maintain. lt
can be mounted in a vertical or horizontal
position and is suitable for indoor and
outdoor installation. Switch assembly and
delay mechanism assembly are field
replaceable. UL listed and FM approved.
Other advanced features include:
SEATED RETARD
Assures that the retard is not contaminated
by dust and dirt when the cover is removed.
VISUAL SWITCH ACTIVATION
Permits installer to accurately set the retard
even under extremely noisy conditions.
RUGGED SWITCH ASSEMBLY
Switches are enclosed in a durable terminal
block fcir added strength. Accommodates
up to 12 AWG wire.
1 00o/o SYNCHRON IZATION
Fires both alarm panel and local bell at the
same time.
DURABLE METAL ENCLOSURE
Long lasting cast zinc cover completely
encloses the electrical components to keep
out dust and dirt.
TAMPER RESISTANT
lmproved self-guiding security screws and
removal tools make detector resistant to
tampering and simplifies field maintenance.
rrr-rr\.-r-,il
MADE IN THE U.S.A.
ntlt
SCHEDULE 10
OR SCHEDULE 40,
ONE SYSTEM SENSOR
WATERFLOW DETECTOR
NOW FITS BOTH!
BSA =sYsTEtwsENsoR_-A DlVlSlON OF PITTWAY
3825 Ohio Avenuc .5t. Chrrleg, lHnolr 60174 . 70t€77.6:163 . FAI: 70t-377€495
ln Ganrda: 416.675.1695 o FAX: 416.675.7O78eE
General Specifications O
Engineering Specifications
Vane-type waterflow detectors shall be installed on system piping as designated on the drawings and/or as specified herein. Detectors
shallmount on any clear pipe span of the appropriatehominal size, eitherl vertical or horizontalrun, at least 6" from any f ittings_which
may change water direction, flow rate, or pipe diameter or no closer than 24' from a valve or drain. Detectors shall have a sensitivaty in
the range-of A to 10 gallons per minute and a static pressure rating of 250 psi for 2"-8' pipes. The detector shall respond to waterflow
in the sfecified direction after a presettime delay which is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic
unit wiih visual indication oI actuation. The actJation mechanisni shall include a polyethylene vane inserted through a hole in the pipe
and connected by a mechanical linkage to the delay mechanism. Outputs shall consiit of'10 Amp (dual SPDT switcheJform C contacts).
A conduit entranie for standard fittin{s of commonlf used electrica lcohduit shall be provided on the detectors. Alldetectors shall be listed
bv Underwriters Laboratories for indoor or outdoor use.
Approved: Ut, CSFM, ULC, BSA. FM
Contact Ratings:
Triggering Threshold Bandwidth (Flow Rate):
Static Pressure Rating:
Overall Dimensions. Installed:
Operating Temperature Ranges:
Compatible Pipe:
Shipping Weight:
IrilnV
wfD 2' - 8'
\l;,frfr:Btri'*"1)[-iil0A@ 125/250VAC
2.5A@24VDC
+10 GPM
250 PSI (Max) 2" - 8'
3.5"Hx3.0"Wx6.7'D
32"F - 120"F (0"C - 49'C)
Steel water pipe, schedule 10 through 40.
Varies, 4 lbs. - 7 lbs., according to size.
CJ.ourd .ct r o.oekhd
CONTACT RATINGS
125t2fiyAC IO AMPS
24 VOC 2.5 AitPS
F/N A!d8e)
lo nonallancaabla InlllallnC
tona ol llrtcd FACP
Typlcrl FACP Conn ctlon
TyDlcd Locrl Blll Connacllon
E|tak wl|t ar ahofln loi
lup€fvltlon ol con|lclloo.
OO NOT.llow strlpp.d wlrl
Lada to attard bayond
rrvllch hourln0. DO NOT
loop wlpr.
/ il
WFO .wllch
ara€mbly
Odering Information
Waterflow SwitchesWFD20 waterflow Detector, Schedule 10/40, 2'
WFD25 Waterflow Detector, Schedule 1U&,2-1n'WFD30 Waterflow Detector, Schedule 10/O, 3'WFD35 WaterflowDetector,Schedule1U40,3-1n'WFD40 Waterflow Detector, fthedule 10/10, 4'
WFD50 Waterf low Detector, khedule 10rt0, 5'WFD60 Waterflow Detector, Schedule 10/10, 6'WFD80 Waterflow Detector. Schedule 10/40. 8'WFDT Waterflow Detector fits |', 1-114' , 1-1n' *eel
and brass threaded tees
Master Packed: 6 units
Sup€rvisory SwitchesOSY2 Outside Screw and Yoke Supervisory Switch -Two SPOT SwitchesPIBV2 Post Indicator8utterf ly Valve Supervisory Switch -Two SPDT switches
F?essure Switches
WP51Gl Alarm Waterflow Pressure s$/itch, One SPDT, 10 PSI
WPS10-2 Alarm Waterf low Pressure Switch, Two sPDT, 10 Psl
WP9l0-1 supervisory Pressure Low Switch, One sPDT, 10-100 PSI
. ),,
C.IJ),1 WPs40-2 Supervisory Pressure High/Low Switch, Two SPDT,
10-100 Psl
Alarm Bells
KM5-6-24 Bell,6', 24 VDC, Polarized,9TdBA
KMS-8-24 Bell,8',24VDC, Polarized, 102 dBA
KMS-10-24 Bell, l0',24VDC, Polarized, 104dBA
KBS-6-120 Bell, 6", 120 VAC, Polarized, 95 dBA
KBS-8-120 Bell, 8', 120 VAC, Polarized, 98 dBA
KB5-10-120 Bell, 10', 12Q VAC, Polarized, 102 dBA
Accessories546-7000 Tamper Switch Kit for WFD Detectors, PIBV2 and OSY2
A301G00 Accessorv Kit for PIBV2 (Wrenches, Screw Pack)
43011-00 Accessory Kit for OSYz (Wrenchet, Screw Pack, J-hooks)
43008-00 Timer Asiemblv for Waterf low Detectors, 2-8' sizes
(black)
A77-01-02 Terminal Blo€kReplacement
A4027-0O Paddle Kit for WFDT only - 3 Paddles
507-66-01 Tamoer Screws for WFD Metal CoverWFDW Tamber Proof Wrench for Metal Cover WFD Detectors,
WFDT, O5Y2, PIBV2)HEXW Hex Wrench {or Supervisory Switches
All sprinkler iterns otrher than waterflow switche3 are single packed.
CWFDt, Copyhghr 7/1991 by Syslerr Sen$r. A D,vrs|on ol Prttway
PHNK-LINE
FI R E P ROTECTION P R O D U CTS
720 1722
..MEK-LET''
Mechanical Outlet Tees
l@itsTEplffi
Approved
(0D
\--ry'
SPRtiv^-LINE "MEK-LET" may be used for any tee connections where a threaded or grooved oulet
is needed. MEK-LET's can be converted into a cross when necessary. IJL and IJLC Listed and FM
Approved at 300 pounds working pressure.
r
Size Hole Dia.Dimensions App.or.
Nel Wl.
(Lbs)
Box
oty
o6lN
oL
=E)
lJ.
Threaded Outlet
Run r Branch Hole Max A B
2xrh 11h 15,h 25rb J-/A J 2.4 24
2x3/q 11h 15rh zsk 53rb 3 2.4 24
2x1 1Y2 '15/b 25rh 5"/a 3 2.6
2x l1/a 13/t 17/a 23/q c-/a 35rh 2.7 24
2 x 11,b 13/a 17rb 23a 5"/a g5h 3.0
21hx th 1th 1stb 23a Jn 3 3.3 24
21h x3/4 11h 15k 23h c ,/a J.J 24
zlhxj 11h 13k 23A 5'h !)3.5 24
21h x 11/4 2 21h J'A 35h 3.5 24
21hx'11,4 21/a f, ,/a 35rh 24
3x1 1lh.15/s 3 63A 3.5 24
3x1tA 21rh 33k 6tk 33/c J.5 20
3x1lz 21/b 33/b 61/b 33/4 4.2 20
-3*2 2th 2sk 31h 61/b 4t/b 4.8 15
4x1 11/2 15/b 31h It2 4.0 20
4x1ta 21h 73h 33/c 12
4xl1h 21h 4 t'n 33/4 5.0
,/ i-_.,./, ' | 4 xzth
21/z 25/h 73/b 43/h 6.0 12
23a 27/b 73h 4s/b 8.5 '10
,/o.Z ///A/N
Dz'qrrr/aN(/
6x2 21h 2s/b 5A 91A 43/h 8.0 6
23/t 27/h 51k 9%45k 8.5 6
6x3 3V2 35,h 9V4 5 i,€13,0
6x4 41,h 4s/b 5'/1 91A 63,6 14.1
8x21h 23/q 27k 61h 123A 4Vq 11 .4 6
8x3 31h 3'n on 123/4 13.2
8x4 4rh 45k 61h 123/4 o/4 15_0 4
(\lolN
o
=E)
lr
Grooved Outlet
3x11h 21k 37ha 61/a 313Aa 4.O 20
3 x2 21h 25/h 37/ts 6'/q 4tAa 15
4x1lh 21/B 37/b 7th 313he 4.6 12
4 x2 21h zsrb 37/s 71h 43/B 5.0 10
4x21h z"/1 27k J 716 71/2 45/b 5.8 10
4x3 31h 3s/b 315Aa 71,k J/4 6.6 8
6x2 21h zsk 5 716 91h 4rb 7.7 6
6 x 2]h 23/4 2?/h Ji€91h 43/q 8.5 6
6x3 J/2 J-/A Jn 91,h 51/a 9.6 3
6x4 41h 45,h 5 /a 91h on 11.0
8 x 21h 23/c 27,h o/2 123/4 41/c 11 .4 o
8x3 31h 3 5,b 61,b.123/1 51/q 1'l .7 5
8x4 41zt 4sh 123/4 61/t 12.5 4
I SPRINK, INC.
1340 So. Manhattan Avenue Fullerton, CA. 92631
A Jam€s Hardie Compan ,@
Telephone: (714) 999-0323 FAX: (714) 999-0631
Sp€cilications subiect to change withod nori{:€. O Novernber,tgg2 Spnnk. t* pr,r,r"C ir, u S. e.
Ductile I
,A\.I
KDL]stEoI W
ApprovedScrewed FittingsINK-INE
PROTECT,ON PRODUCTS
,... S?R!NK-L|NE Ductile lron Screwed Fittings are 100% air-tested in a water soluble oil solution.
T1ONS......Oinensionsconlorm foANS/ 816.3; Material istoASTMA536:ThreadingistoANS| 82.1
iia utc Listed and FM Approved at 300 pounds working pressure.
Ductile lron Elbow-90"Ductile lron Te*Reducing
Figure 815
Size A B c Wt Lbs Box OW
.46 Yf,
1't,13la 1t t,.7Q 55
1 1t l,e
.bat
.77
A(
55
'I
131"
'|,1,
13/a
ltla .66
.73
oc
60
111
1
1
1't,
13/a
17I'a
131,
13lt
't, tz
1 ' '/,e
1sl'a
lsle
.81
.90
1.03
1.t0
50
50
45
40
1't,
1
1xh
'l t/'e
13lt
1'l'e
1e/ro
'le/ra
1sh
1' V,5
.87
1 .10
45
45
40
1t t,
1
1
11lz
171's
11/z
1r5/,c
1't,
1'l'a
'|,|,
'I l3/ra
lr
lUl
11V!.
1151'"
.97
1.14
1 .14
1.52
40
40
30
30
1,1
I
1
17 t,3
ltlz
1 1rA
1'y15
1.1,
1 r'l,"
1.03
'| .10
1.31
40
40
30
'l'lz
1
1tt,
1'h
'l 13/'e
'17l'"
1'h
1r'/,e
11V'o
1r1/'s
131,.
113/'"
'lr lt
1.'14
1.23
1.38
1 .50
eq
EF
30
30
2
1 2 211,2.18 15
11t,2tt,2,h 2.31 15
1t lz 1
'l1lz
1'h
15lc
lth
2't*
171'c
11h
11rl,.
1 '5/o
231'a
lrla
2
2
2tt.
1 .50
1.61
1 .65
2.03
2.37
30
25
20
20
15
2 i,lrlt
11t,
1'tz
15lt
1 15/'t
15lt
131,
1 1 5/'c
11le
2'h
2tht
1.50
1 .67
1.91
2.05
2.11
20
20
20
20
15
21lz 2 131,1'le 2t l,e 2.22 15
Bullhead Tee
1 13lt .oat oc
1sl'e .97 45
ltla 1131 1131 .'t4 35
1tl,1tt1 1t3l 1"1 1 .43 30
11lz 17lt 1tl"1r 3/1.52 30
1t t,2't.2't.2 2.00 24
1'lz 11t.23l,z',t"2 1 .94 20
1t t,2 231'e 231.2 2.00 20
2 2 2'tz 25lc 25lt 23lz J.O /10i
SPRINK, INC.
Ductile lron Elbow-90"
Figure 812 Slze A B wt.
Lb3.
Box
olv
13/,0 13/,6 .33 160
1 x 'la 1tt 131 .44 10
1 xxl,131 .53 90
1t l, x I lz 11t,.64 75
I l-/a 60
ltx 1'/,e 111/'o .7i 5
1t lz x 3lt 1.h .95 45
11lz x 1 11r/'c 'I I 3/'".99 40
1' t,x 1' t,'l | 3ln 1.14 35
2 xtl,151 r9 30
2x1 2t tn 1.58 ZJ
2 x 1'lz 2tl'c t.o/20
2tle x 2 2't,a 25lt 3.01 15
Ductile hon Elbow-4s"
Flgure 813 Slzo A wt.
Lb3.
8ox
oly
.22 250
??150
1'h .48 90
11t,15/'6 .73 CU
.93 J3
rEq 18
1r3/,"z,tv 12
Duclile lron Tee
Figure 814 Slze A wt.
Lbs.
Box
otv
11t..33 150
1 90
1 111 .85 60
7t l,13/,1 .30
1tt,1 | 5/"1 .63 24
2 2't,z.o.t
21t,2'1t'a 4.55 I
A Jamgs Hardia Company
1340 So. Manhaftan Avenue Fullerton, CA.92631
Sp€cifrcatio.l6 3uti€ct to chengE wthod notic€. o Novemb€r, 1992 Sprink, Inc. Print6d in U.S.A.
Telephone: (714) 999-0323 FAX: (71a) 999-0631
SPRINK- LINE
FIRE PROTECTION PRODUCTS
Ductile lron
Grooved Couplings @i
l@trreol W
AlDroved
T
Fig. 705 Light Weight Coupling
Ductile iron housings with EPDM all weather gasket, max. working temp. 250"F. With grade 5 heat-lreated bolts and
hcavy duly nuts.
Fig. 706 Reducing Coupling
Reductions in piping systems with SPRINK-LINE's reducing coupling withoul lhe expense ol a concentric reducer.
Available with special metal insert gasket for verttcal installalions 1o prevenl smaller piping from slipping into the larger pipe.
Fig. 707 Standard Coupling
Heavier than the SPRINK-LINE lightweight coupling, the standard coupling provides greater strength for lhe tougher
alignment.
SPRINK, INC.1
c_r-lf-- lreAeu [@H+Hin'vLg
Pipe Pipe
End
Gap
Max.
Working
Pressure
psi
Dimensions Delieclion Bolt
Size
Dia. x Lg.
Net
wt.
Lbs.Size OD B c ' Per
Coupling
in. Per
20 Feel
2't,'8
3'lz
4
5
o
I
1.660
1.900
2.375
2.875
3.500
4.000
4.500
f,. StrJ
6.625
8.625
300
300
300
300
300
300
300
300
300
300
21t,
23/,
3'.t,
3',/"
55/'
71h
10'i.
4r /"
4151'a
5'gl'o
7't,E
71x/'s
95/"
107 /a
135i!
13/.
1r /,
1t l,
23/o
2 10',
1'46'
2'55'
2'55',
2 01'
1" 44'
3. 10'
2" 36'
'1. 40',
1" 38'
7'/z
12' t,
't0'/|
8't,
13'/s
10v.
Y
'lax23lax2
3la x2
3lax2
r/,x3
'/rx3
'/,x3th x 3'1,
tlsx 3'/,
xl, x 431.
'1.6
1.4
1.6
1.8
2.7
3.1
3.7
5.3
6.6
13.0
Pipe
Size
Pipe
End
Gap
Max.
Working
Pressure
psi
Oimensions Dellection Boll
Size
Dia. x Lg.
Nsl
wr.
Lbs.A B
" Ye(
Coupling
in. Per
?0 Feet
2 x 11lz
2'hx2gxz
3 x 2'1"
4x2
4 x 21lz
4x3
5x4
6x4
6x5
8x6
400
400
400
400
300
300
300
300
175
175
175
35/'"
3'V,"
5V.
531,
531,
II
10t t,
5
5'3/'"
6't,
7'3/,o
7'3ln
'1131,"
93/.
1O'ia
10th
13r/.
17/a
17lc
2
2
1'V,6
2
23le
?" 01'
1' 38'
1" 18'
1" 18'
2' 36',
2' 36'
2" 36'
2'00'
1" 46',
1. 46'
1" 20'
8t/"
o ,r.
53/.
53h
103/.
103/.
'1031,
Stla
7tt,
7tt,
5't,
,hx2
tlex2
'Lx3tlzx3
tl,x3
tlz x3
r/zx3
tlc x3\1.
'h x 311,
th x3tl,
tl, x 43lt
2.1
3.8
5.8
5.55t
o.Y
10.8
8.3
17.2
Pipe Pipe
End
Gap
Max.
Working
Pressure
psl
Dimensions Oellection Boll
Size
Dia. x Lg.
Net
wt.
Lbs.Size OD A B ' Per
Coupling
in. Per
20 Feet
1'/2
21lz
4
o
I
10
12
1.900
2.375
2.875
3.500
4.500
5.563
6.625
8.625
10.750
12.750
1000
1000
1000
1000
1 000
800
800
800
600
600
3e/'"
41h
63/'6
751'e
871'a
10,h
13s/'e
'153/.
83la
g't..
111/a
14
16'/.
183/.
13/,
't 'v,6
17lc
2'ts
2't"
2th
3' 40',
3" 00'
2.30',
2 10'
2' 30'
2. 10'
1' 40'
1. 20'
1" 10'
1 53/!
12t t,
1Q't.
87lt
13.t,
10'/.
6'l.
7
5't,
'/ax3
'/?x3t/?x3
't,\3
51. x 3t/,
'hx 3tl,
rl,x 4tlt
I lc x 61lz
7lc x 61/z
2.4
2.9
3.3
4.0
6.6
8.0
1 1.9
19.0
28.0
33.0
1340 So. Manhattan Avenue Fullerton, CA.92631
A James Hatdie Co.n'.n ,@
Telephone: (714) 999-0323 FAX: (714) 999-0631
Spocmcstions lubjocl lo chengo withoul notice- O No\€rnb€.. 1992 Sprink, lrr. Printed in U.SA.
SPRINK.LINE
FI R E P ROTECTION PRO D U CTS
ldentification Signs &
FD Connections
ldentification Signs
Fire Dept. Round
Aluminum 9 5h" dia. White Characters on
red background and white border.
Fire Dept. Rectangular
Alumlnum 3 t/r' x 7 7/e'with two 3ii dia. holss.
While characters on red background and white border.
Fire Department Connections
Fig. A95
lmTEl
W
Appro/cd
Fig. A96
Two-way single clapper auxiliary inlet connection.
Provides 500 GPM minimum through an unre-
stricted waterway to supplement tire prolection wa-
ter supplies.
Furnished in cast brass with swing clapper and pin
lug swivel with bearings.
Size: 4" x21/2" x2112".
ity: 6 per box.
SPRINK, INC.
112"
4 314"
1340 So. Manhattan Avenue Fullerton, CA. 92631
A Jarnos Ha.dio Co.npsn ,@
Telephone: (714) 999-0323 FAX: (714) 999-0631
Specitic€tions sutj€ct lo chanqe wilhod noiice. @ No\rornb€r, 1992 Sprink. Inc. ftinted in U.Sl.
Vl/I IZ I 1 il ;1ilil1 f ffiffii tffi#titH;I
a-
-w,& Dimensions /lnches
stzE A B c o E F
Nrl Wt
w[h Gal6
el lryl
Ur/oGd6
2tE 38"10"10%"18"8th"148{60fzt10"10%"20th"av?"n&62t
40"10"10!a'2jlvz"235f 65t
6"27ri 4fth"15"111h"11"3fl)r 110f
291/r"521h"17Vi','| 5"37"13th"6AX ax)r
10"xt,-55%'17th"1fl 48"16"881*z$t
I Ames 4000ss I Specificafions
fln rcduced prerrlun bckllow Wwttsl
sfiall consicl ol two lderylderily oper-
aW epnry I orded wn +lpck vafuer tilr a
hydnu,W ogated dltM ptwun
rellel rahe located lprlweryn ad Mow he
cattt+.trr;ttt, tasdtd recf coch andWtbnal
,nleaaind ouilel 'ar'ilhntwtdulolt valy*
Wlren nomal llow axirlr, Doffr cftecl nlnce
arc oryt aad lhe pl€seur! ln lte rruo be
tween ttlo cltsr.la,, @iled lfu zor, b al leasf
2 Nl lowq illan ilp lnlat prrrriue Tlre dll.
lerenfd prwure rsllel va,w ls Md dut ng
rcnmlf,ow.
It cessatlon ol nonnal llow ocwrs,the dlller-,
enllal prwwe rdiel vdve wil autonnfmlly {"
opn and dlsclwga lo malnbln lhe zone al
lessl 2 PSI lower tlnn tln htet ptl,''u'f'. This
actlon witl prcyent a lE'cffilow or bactsi-
plwage condltlon. Atter tln rqfufd illler-
enfial is esbblished, tln dllleruilhl praure
rcliel nlw again closes.
The an+hecks lnclu& a sblntees sleol
sprtng aN crtn-atm, rutlDrr hd db nd
a qphceaDle seal, Ttn body srnflM nnnu-
hcturd tron 300 sedes ghlaleer sleel,
lanl lreq wlh a drgls twollll.ll gtwyd dyh
aoaass coror. tlo sryld loolc srtafl De
requlrd lor satHng Tlr nlld laltn s/m/l
b conryt vtltr a rclilq ti/aphqn ad m
sldlngsoals. Iho rdr€f r*t M.t&rlrlrpfrraff radlw
I Phystal Characferistics
5l2ec - 2h", 3', 1", 6", g, ltr
Radwoffipwun-175ml
Hydroshffc prucrun - 350pel
TenpeatunRarye-3?F.|trF
Flange dlnenslon ln accordance wllh
Am{A Ch$sD
Body mM - 90 sorios shrn oss srod
lscembly sfiall De ASSE 1013 ao4/rouotl lor
vsrticailnsfblbfions, AWW A Cil | &
'Conhct the taclory fo spedflc appovals
AME-S
t4
3'rzs
.o l0
o-,t g
I
;6
^Pcq-
2
t
150 250
How Rate (GPM)
'12
S6 10
.:1
a8o-Jo
Pt,
$z
0
'1200 1500 18m
Flow Rale (GPM)
a 2k" &3" Documentd Flow Chanctedslla ftauongtut<rfivlltnl
7.',n
\-
4" & 6" Documented How Characlensfics
I 8" & 10" Documented flow Chaaacterlstics (,tf'.rdo s'xttdt v*yf'J)
916'666.249:! 1485 Tanforan Avenue p.o. Box1387 woodrand, cA 95776 Fax 916.666.3914 \Awt5I 8A(XROV ASSI fltS Form * RP/SS 6/92
GLOBE MODELCV-I
GROOVED END - 4" (f Oi.6 mmf
FOR WATER SUPPLY OR FIRE DEPARTMENT CONNECTION
SWING CHECK VALVE
* UL Listed/FM Approved
. Standard Grooved Connections
'' 175 psi Rated Working Pressure
Clapper is hinged to the handhole
cover and is easily removed for in-
spection or replacement of the rubber
clapper facing.
MATERIAL SPECIFICATIONS :
* BODY AND COVER - CAST IRON
ASTM A126 CLASS B
" CLAPPER ASSEMBLY -STAINLESS STEEL
"" SEAT- STAINLESS STEEL
CLAPPER FACING - NEOPRENE
RUBBER
HINGE PIN BUSHINGS - BRONZE
ITEM NO. OUANTITY DESCRIPTION PART NO.
't-
SEAT RING
COVER
COVER BOLT
COVER GASKET 323407
CLAPPER
WEIGHT
16 LBS.
(7.3 KG.)
HINGE PIN 323411
RETAINING RING 323412
HINGE PIN BUSHING 323413
10 LOCKNUT 323514
1t OISC RETAINER 323512
12 RUBBER CLAPPER FACING 323410
13 FIBER SEALING WASHER 323515
'14 DISC RETAINER BOLT 323513
'tE 1/2" PIPE PLUG 31 1028
' NOT FIELD BEPLACEABLE
ORDERING
INFORMATION:
4" ilODEL C1r-l
C}GCK VALVE
PART NO.
323400
4077 Air Park Drive o P.O. Box 796
Standish, Michigan 48658 U.S.A.
Phone: (517) 846-4583
FAX (517) 84G9231
90
o
FEWA R CHECK
o
\A LVES
UL .LISTED FM APPROVED
Wafer Check Valves are designed to be compact, easy to handle and take minimum
space In your installation between two standard flanges. An "O" Ring Seal provides
leak lree seal between two flanges as well as insuring a resilient seat surface seal
which is enhanced by a stainless steel torsron spring. They are FM Approved as anli-
water hammer Check Valves for fire pump service only.
Commonly used in fire service applications, these valves can also be used any place
a positive closure check valve is needed. They are designed for low friction loss.
Slzes: 4". 6" and 8"
UL Lisied/FU Approved
250 lbs. WOG (Specity Service if other
than cold water)
100% Hydrostatic Tested
Ductile lron Eody
Eronze Clapper and S€at Ring
'O' Rlng Seals
Slainless Steel Sprlng Closing
Approved by the N€w Yo,* Clty Board
ot Slandards and Appoale Undel
Crlendar No. 157-84-SA.
'The 4" size is provided
wrlh 112" pipe plug in
drarn port as standard
conliguration.
(See below)
gOWBD
4" only with street elbow
and 112' ball drip valve.
the seat angl€d to ptovide 't12
ball drip valve allowing valve to
to polential lreezing such as in
o
4" Watet Check has been designed with
NPT tapping below seat to accommodate a
drain water hom a 4" pipe that is exposed
a fire departmenl connection.
6" and 8" Straight S€al No Tapping.
szE A B c o SHIP
wT. {Lt
ou l{.
PER CTI{.
1.6 4.ql 8.86 3 15 1
{,''| c}:3.75 €.06 8.50 4.5 10 I
3.75 7.8 10.dt 6.0 n t
16
oSprinkler GB
Decorative/Glass Bulb Type
Upright or Pendent
Automatic Sprinkler
Manufactured by: Central Sprinkler Corporation
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
R Blo$l'o1,,on n rech n ical
The Central Model GB-1, upright and
pendent automatic sprinklers embrace
the ulttmate in advanced design
leatures. They incorporate the latest in
heat-responsive, glass bulb
technology, which results in a much
smaller more attractive sorinkler than
those manufactured with a more
traditional design approach. The
operating mechanism consists of a
liquid{illed 5 mm diameter frangible
capsule that is only 1.5 cm in lenglh.
The N.P.T. lhreads on the Model
GB sprinklerc are "pre-sealed" at lhe
lactory thereby eliminating the need
for lield-applied pipe compound or
tape. This feature reduces installation
time thereby increasing project
productivity.
The Model G&1 automatic sprinklers
are intended for installation in
accordance with current NFPA 13.
They are available in %" orif ice size
and a variety of temperature ratings,
finishes and decorative coatings.
Additional finishes and coatings are
available.
Operaiion:The glass bulb caPSUle
operating mechanism contaans a heat-
sensitive liquid that expands upon
application of heat. At the rated
temperature, the f rangible capsule
ruptures thereby releasing the orifice
seal. The sprinkler then discharges
water in a predesigned spray pattern
to conlrol or extinguish the f ire.
For soecitic listing requirements. see lhe appropriale
intormation conlained an this brochure
"j i:
':.r:::l
Model Number: GB-'l
Style: Upright or Pendent
Orilice size'. '/2"
K Factor: 5.6 nominal
Thread Size: yr" N.P.T. (pre-sealed)
Temperature Rating & Glass Bulb
Color:
135'F/ 57"C
155"F/ 68.C
175"F/ 79"C
200'Fl 93'C
2ffi"F/141"C
360" F/182. C
Approvals: UL
Meets:
MIL-STD-g1GC
MIL-STD167-I
MIL.STD-8lGC
shock, vibration and salt fog tests
for maritime applicalions.
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 100% at 500 p.s.i.
Standard Finishes: Brass, chrome
Standard Coatings: White, Black'
Length: I%" (plus thread) i
Width: 1" (frame arms)
Weight: .1.95 oz. (55.3 g)
'Available 2nd quarter 1988
Orange
Red
Yellow
Green
Blue
Purple
Ou"rle.SeAl
Model GB
ourrersecrioJ
lrodel GB Pendent Sprlnkler
model GB %" Updght
Coalred Blad('
Model GB %" Pendent
@sted Whlte.
''Half- indbsres one hafl ot a sym.n€trbat spray psttern.
Orcl€d numbers Indrcete ore3sur€ in 06l
Nomlnd Spnt P.ilarn
%" ilodC GB Updgftt Spdnkbr
'Helf indicab6 on6 hdf ol a symm€tncat sprry p6n6m
Orcled numb€rs indbste oes$re in osi.
CornHnroon Sprlnld.r Wlrncfi
F %" llodel GB Pendent Sprlnkhr
2'4'6'8'1
'Availablo 2nd ouaner 1S8
Unlva||d Wrunctl
GLOEE MODEL CV.ISWING CHECK VALVEGROOVEI END - 4" (lO1 .6 mml
FOR WATER SIPPLY OR FIRE
a l,L Listed/FM Afyoved
$andard Groowl Connections
175 psi Rated \tVrfing pressure
Cl+per is hinged trthe handhole
cover and is easily emoved for in-
spection or replacersnt of the rubber
cfapper tacing.
MATERIAL SPECnCRnONS:
* BODY AND COVBI -CAST ;RONASIM A126 CLASte
' CIAPPER ASSEtELy -STAINLESS STEE.--
,- SEAT- STATNLE$STEEL
, CLAPPEB FACINC- NEOpRENERUBBER
, HINGE ptN BUSHltrcS _ BRONZE
WEIGHT
16 LBS.
(7.3 KG.)
ORDERING
INFORMATION:
4'MoDEL CV-l
CHECK VALVE
PART NO.
323400
DEPARTMENT CONNECTION
ITEM NO. OUANTITY DESCRIPTION PART NO.
SEAT RING
COVER BOLT
COVER GASKET
CLAPPER
HINGE PIN 3234'11
RETAINING RING 3234't2
HINGE PIN BUSHING 323413
LOCKNUT 323514
DISC RETAINER 323512
RUBBEB CLAPPER FACING 323410
FIBER SEALING WASHER 323515
DISC RETAINER BOLT 323513
1/2' PIPE PLUG 311028
. NOT FIELD REPLACEABLE
4077 Air Park Drive e P.O, Box 796
Standish, Michigan 48658 U.S.A.
Phone: (517) 846-4583
FAX (s17) 846-9231
1'
10
11
12
't3
14
15
CORPORATTON
Vl/tf il f llll ftl ilr llr ##il,H.TIi :I
4000ss -& Dimensrbns
stzE A I c D E F
Nrl Wl.
wilh Grle!
etwl.
I'/o Gttc!
2tE 38'1(r 10%"18"8tE l48f 00f
3"zr 38"1|r 1oia"mti'atE z26r 62r
zT g 10'10,a"4l'h'23ttf 65#
6"27th"*tti 15"11th'3t"11"380r,110*r 29rt"52y2"17Vi 15"37"13W 62|J*m0*tr ElE 55%"17v,"t5"t6"881,w
Erzs
at, 70
oiJ8
e
;6
q.E4
2
I Ames
a 2/{ & 3" Docunented How Chanclerlstics rlnanngstutottvl 6l
'r50 ?50
Frow Bate (GPM)
Flovy Ba,e (cPM)
a 8" & 10" Documented Flow Clnncterlsfrcs ft*irnnssxnlol,vdyu)
tan lgD
Flow Eate (GPM)
I Specificafions
The reduced prwsure 0rr*llow provenla
sfiall conslrl ol lwo lndapetdcnily oper-
atng, qdng lordld cantciect nfya nlilr a
,rydnilcaA o4nlrahd dlllcranrthl prcsure
relbt ntrc bcatd bef*uen ad lclor tlre
carrnrlrr;trs, rr41,thrd lert coclr and qpdona,
hM aN ou'if/t rf6,/if,nl so'f siut ofl ralyec.
Wlnn nonml llow crlelg boli cfect nlrce
arc open aad tie presure ln llre am b
twntlra crlpl?.h,M fiezoag b alleacl
2 PSI lowerffian fue hilot prrlltn.Ttu dtl-
lerentbl ptrmrure rdcfuarrc ts doood drnt tg
nomdllow,
ll cewfionol nornalflow occutglhedller ,.o
elntblqurr.l.tnrslhlnlnvliltutwtlnffrr/lly |,
open and dls&arge lo tmlnb,ln lha zone aa
lnst 2 PSI lower tnnthelnldprusc.rru. Thle
action wlll Nerent a trr;Hhw or bcksl-
f,tonage condtlon. After [n rqubd dlller-
enlhlls eobll&hed, ttu dttlemthl prrm;ttrc
relhlvdveagalndws.
The cam+heclo lnc/r'tde a sbinleer sleel
eptng un ce'n.'/r\ nM ladf,d dfu aN
a @,cecttle wt Tln body slal b mw
hcfurcd ftotn &0 rorlet slalnleec efeel,
lad hq,nth a &rySfuebotlgoorcdrll/o
acceoo cover. No Wer;lal lbob srtrfl be
t@ted lot n neq. no tM valvc ffi
b conqd vfrt a rffie d/apllngn ai no
dld@ trnb. Tho tild ra/ro M d&dargo
ha36f radfc
I Physlal Cfiariaclertsflcs
Sh86 - 2k", 3", 1', 6', 8", 1 tr
Ra/advotflr4gNurriuto-175N
Hydroshtc prussuro . 350 p6,
tmperatunRmge-3f"F -lffF
Flange dlnenelon ln accodance vlth
AVI$IACh[fD
Bcdy mWH - 300 seib ohhtesa efeel
Assemdy shall De ASSE 1013 aryovd lor
}l l&a, rnsfbl&fors, AWttlA ?Sl t I
'Conlac{ lhe hdory lor specific appovds
N{86
t .1,
,7 ',7
-
-- - --- --- -- --- - - - --7 - - - - - - -?___:___
-
4" & 6" Documenbd now Cftanctedstics
916.666-2493 1485 Tanforan Avenue p.o. Box 1387 woodrand, cA 95776 Fax g16,866.3914 \Aw[S t O,tnOV AS$mtS Form # RP/SS 6/92
,SPRINK.LINE
FIBE PROTECTION PRODUCTS
ldentification Signs &
FD Connections
ldentification Signs
Fire Dept. Round
Aluminum 9 5/.' dia. White Characters on
red background and white border.
Fire Dept. Rectangular
Aluminum 3 %" x 7 7^" with lwo r/,"" dia. holss.
White characters on rsd background and white border.
Fire Department Gonnections
Fig. A95
I(EL]STEDI
ffi
Approved
Fig. A96
Iwo-way single clapper auxiliary inl€l connection.
Provides 500 GPM minimum through an unre-
stricted waleMay to supplement lire proteclion wa-
ter supplies.
Furnished in cast brass with swing clapper and pin
lug swivel with bearings.
Size: 4" x21/2" x21t2".
.ty: 6 per box.
sPRtNK, INC.
4 3t4"
1340 So. Manhattan Avenue Fullerton, CA.92631
A Janc H8.di€ Conpan ,@
Telephone: (714) 999-0323 FAX: (714) 999-0631
Spocilicsfioils srfi€C{ lo d|{|ngo rvilhoqi nollc6. O tlo'6.nbq. 1992 Sprink, lr|c. Rinled in U.S.A.
iPRINK-LINE
FIRE PROTECTION PRODUCTS
t@LtsTEDl720 1722
..MEK-LET''
Mechanical Outlet Tees
SpF:ttir-LINE "MEK-LET" may be used for any tee connections where
is needed. MEK-LET's can be converTed into a cross when necessary.
Approved at 300 pounds working pressure.
a threaded or grooved outlet
UL and ULC Listed and FM
r
o(\l
o
:'
.9lr
Threaded Outlet
Size Hole Oia.Dimensions APpror.
Net Wt.
(Lbs)
Box
otvRun r Branch Hole Max A B
2x1h 1'/2 15/8 25a 53/8 2.4 24
2x3h 'l
"h
1srb 25,b 5-/a 2.4 24
2x1 11,b 15/b z'n 53rh J 2.6 24
2 x 1l/a 13/q 1'/b z3A 53rb 3s/6 2.7 24
2x11h 13A 17k 23A 5-lB 35a 24
zth x th 1t,b 15/h 23h s7h 3 3.3 24
zth x3/1 .lr,k 1'rb 23/J ./a 3 3.3 24
21h x 'l 1th 'lsrh z3A 57rb 3.5 24
21h x 11/1 21'b J/A 35rb 3.5 24
zlhx1l,b 21,h 57/b 35h 3.8 24
3x l 1th 15th 3 63A J 3.5 24
3 x 11/q 21h 33'h o/a 33/4 3.5 20
3x11h 2 21k 33,h 61rb 33/.4.2
3x2 2th 25h '71t 6tk 4rb 4.8 15
4x 1 'l1h 1sh 31h 7th 3 4.0 20
11/qx 21/b 4 t'/a 33/t 5.0 12
4x1lh ?1h l'/A 33/a 5.0 1?
4x2 21r'Z'/A 4 t-n 43rb 12
4x21h 23A 27/b 73k 45/b 10
6x2 2th 25/h 5tk 9t/t 43/b 8.0 o
6x2th 23/4 27lh 5,€9'A 45/b 8.5
6x3 31h 35,t 5'D 9'/c 5,/a 13.0 5
6x4 4th 45/h J',/1 9t/c 636 '| 4.1 5
8xzth 23/4 27h o't2 123/4 41/4 'I I.4 o
8x3 31h 35k 6,h 123/1 5h 13.2
8x4 41h 4 s/b 6t12 123/4 o/4 15.0
olol
o
=Et
lr.
Grooved Outlet
11h3x 21/h 37A6 6Ya 313/rs 4.0 20
3x2 2t,k 25k 37Aa 6Vc 4tAa 4.5 15
4x1ih 2t/g 37k 7t,k 313/rs 4.6
4 x2 21,b 25/6 374 I/2 41k 5.0 10
4x21h 23/q 27/b J '716 71h 4%5.8 't0
4x3 31h 35/b 315Aa 7l,k 51/t 6.6 8
6x2 21h 25,h ) t/16 91h 43k 7.7 6
6x21h 23A 27k 5,t 91h 43/4 8.5
6x3 31,4 35/b 5/€91h 51/a 5
6x4 4th 4s/b 91h 61,4 11.0 5
8x21h 8/q 27k 6,h 123/4 4t/4 '| 1.4 6
8x3 31h 3 5/6 6th 123/4 5/4 11.7
8x4 41h 4 5,1 61h 123/4 d/1 12.5
I SPRINK, INC.
1340 So. Manhattan Avenue Fullerton, CA. 92631
A Jam€s Hadie compan "@Telephone: (714) 999-0323 FAX: Q1g 999-0631
Sp€citicitbns subt€ct to changs wilhout notic€. O Novombor, t992 Sp nt, i.*. p.i f.C tn tf S e.
SPRINK- LINE Ductile lron
Grooved Couplings W
Approved
T
Fig. 705 Light Weight Coupling
Ductile iron housings with EPDM all weather gasket, max. working temp. 250'F. With grade 5 heat-treated bolts and
h.avy duty nuis.
Fig. 706 Reducing Coupling
Reductions in piping systems wilh SPRINK-LINE's reducing coupling wilhout the expense ot a concenlric reducer.
Available with special metal insert gasket for vertical installations to prevent smaller piping from slipping into the larger pipe.
Fig. 707 Standard Coupling
Heavier than lhe SPRINK-LINE lightweight coupling, the standard coupling provides greater strenglh for the tougher
alignment.
SPRINK, INC.
A Janos Hardio Company
1340 So. Manhattan Avenue Fullerton, CA. 92631
l
c-rlt-- I'e^dt-@H+H + e'VLM
P rpe Pipe
End
Gap
Max.
Working
Pressure
psi
Drmensions Detleclion Bolt
Size
Dia. x Lg.
Net
wl.
Lbs.Size OD A B
' Per
Coupling
in. Per
20 Feet
111,
?'t.
3
5
6
8
1 .660
1 .900
2.375
2.875
3.500
4.000
4.500
5.563
6.625
8.625
300
300
300
300
300
300
300
300
300
300
21lz
231.
3't,
5s/,
6,h
771"
10'n
43 /t
5e/'"
95/o
10t h
'l3s ls
13 /,
13/,
13/,
2
2
2. 1o',
1" 46'
2" 55'
2" 55',
2. O'1',
1" 44'
3" 10',
2' 36',
1" 40',
1" 38',
9
7't,
10'/'
8'i.
13'A
103L
9
3lex2
3lax2
3lex2
thx?
11, x3
'lz x3
'/zx3
slc x 311.
5ls x 3'1,
t.o
1.4
1.6
1.8
2.7
3.1
a'f
5.3
tr.b
13.0
Pipe
Size
Pipe
End
Gap
Max.
Working
Pressure
psi
Dimensions Deflection Bolt
Size
Dia. x Lg.
Net
wt.
Lbs.A B
" Per
Coupling
in. Per
20 F6€t
2 x ltlz
2tlz x 2
3x2
3 x 2'lz
4x2
4 x 2'la
4x3
5x4
6x4
6x5
ttxb
400
400
400
400
300
300
300
300
175
175
175
35/'e
315/'e
4eln
5.1.
6'|leII
10't,
5
5'3/,"
6',tz
7t3l'"
7t!,s
713/'e
vt.
101/"
107 h
'133/.
11/"
ltle
111"
2
2
1'V,5
2
2th
2' 01',
1"38'
'I " 18'
1. 18'
2. 36'
2" 36'
2. 36'
2' 00'
1" 46'
1.46'
1'20'
811"
(r'l.
53lc
53/r
103t,
10v.
1Vt,
8'I
71lt
7'tz
3la\2
3icx2
11,x3
llzx3
llzx3
'lzx3tl,xg
5lc x 3t l,
'ls x 3t l,
3lc x 3'1,
31. x 431,
2.1
3.7
3.8
5.8
f,.5
5.1
6.9
10.8
8.3
Pipe Pipe
End
Gap
Max.
Working
Pressure
psi
Dimensions Dellection Eolt
Size
Dia. x Lg.
N€t
wr.
Lbs.Size OD A B ' Per
Coupling
in. Per
20 Feet
1. t,
21t,
3
5
bI
10
12
1 .900
2.375
2.875
3.500
4.500
5.563
o.ozJ
8.625
1 0.750
12.750
1000
1 000
1 000
1000
1000
800
800
800
600
600
3
3'/',
4tlt
63/'o
73/'t
8'/.5
107|a
13s/,0
153/r
41h
511,
6
83/a
I't,
113/a
14
'| 6'/.
18t/c
'| r3/'e
z',h
2'h
2'lt
271'a
3" 40'
3" 00'
2" 30'
2. 10'
3" 10'
2" 30'
2. 10'
1" 40'
1.20'
1. 10'
153/.
10'/.
B',tc
13'/.
10,/.
8t lt
7
5'h
41P
'lzxgtl,x3
'/?x3t/,x3
5h x 3'L
5l.x 3'l,
tla x 6t/z
2.4
z.J
3.3
4.0
6.6
8.0
11.9
1 9.0
28.0
33.0
Spociticslioos s{.rbj€ct lo chango without ndic!. O tlo€mb€r, 1992 Sprink, Inc. ftinted in U.S"q.
Telephone: (714) 999-0323 FAX: (714) 999-0631
Ductile lEn /4,
(OLD\-/
I@L]TTE0I W
ApprovedScrewed FittingsINK-INE
pNOTECTION PRODUCTS
.... S?R|NK-LINE Ductite lron Screwed Fittings are 100% air-tested in a water soluble oil solution'
T1ONS......Oimensions conform to ANSI 816.3; Materiat is to ASTM A536: Threading is to ANSI 82.1
ind ULC Listed and FM Approved at 300 pounds working pressure'
Ductile lron Elbow-90'Ductile lron Tee-Reducing
Figure 815
Size A B c Wt Lb3 Box Oty
.46 95
1
1 1,1,.70
lxla 151,e .oat
.77
65
55
1
13/s
1,|,13la .66
.73
65
bU
11lt
'I
1
'ltl,
13/a
1e/'e
131,
11h
1e/,"
15h
'1 I '/'e
131,
.81
.90
1.03
1 .10
(n
50
45
40
11h
1 1e/'r 1e/'r
1r/rr
151,
1r'/,r
.87
1.10
45
45
40
11lz
1
1'lz
171,t
11h
1rr/'r
1!5/'r
1tl,
11lz
1 13/,0
1r'Ao
131,
1131r"
1r5/'c
.97
1 .14
1.14
1 .52
40
40
30
30
1
1't.,t
ltlz
1"1'e 1'g/'"
1'r/'e
1rh
113/,s
1.03
1.10
1_31
40
40
30
1th
1
1t t,
171'c
1'tz
1 "/u
1r3/rc
171,e
ltlz
1"t,c
1t3/ro
1rr/,0
131,
1"1,e
17lt
1 .14
1 .23
1 .38
1 .50
J5
35
30
30
2
I 2 2,1,2 2t l,2.18 15
1't.2't,2.h 2.31 15
11h 1
11t,
?
't'h
1'lt
131,
2t t$
2't,
'l1l,t
11h
1r5/,6
231,"
1rh
23ha
211,
1.50
1 .61
1.65
2.03
2.37
30
25
20
20
15
2 1
1't,
't,tz
'l5lt
ltlt
1151'"
2
15/r
131,
1 '
5/'o
171"
2
2t lc
2tln
1.50
1 .57
1 .91
2.05
2.11
20
20
20
20
't5
2 13/.15lc 2.22 15
Bullhead Tee
lxlt .68 65
1 1 1t 1t$.97 45
1'.1 1t3l 14 35
11lt 1r3/'r 'I .43 30
11h lrh 1t l"lttl 1 .52 30
2 2'h 2th 2 2.00 24
1'lz 111.231,2 1 .94 20
1t t,11t,2 231'"2t/.c 2.00 20
?2'1,25lc 21h 3.67 10
I SPRINK, INC.
Ductile lron Elbow-9Oo
Flgure 812 Slze A I wt.
Lbs.
Box
olv
tl, X 1lz 13/'"1tl'a .33 160
1x'11t 13lt .44
1 xtl 13lt 'lrl.e .JJ qn
1tl. X tlz 15/rr 1t lz .64 7q
1.h -7q 60r/.x1 111rc .71
ltlz x3l,1e/'c 131 .95 45
lr/a x 1 1rri.1 rV,s .99 40
11lz x 11L 1'31't ltlt 1 .',14 35
2x 1 .39 30
2x1 3 2't.,e 1.58 z
2 x 1'1,-2 2tl,c 1.67 20
2tlz x 2 21t,a 25lt 3.01 15
Ductlle lron Elbow-45'
Flgure 813 Slzo A wt.
Lbs.
Box
oty
250
tl .33 'I 50
1'lc .4E 90
1,|,15/'s .tJ 3U
.93 35
1 .55 18
1'5/'e 2.70 12
Ductile lron Tee
Flgure 814 Slze A wt.
Lbs.
8ox
otv
1,I .33 150
.50 90
1,h .85 60
1,1 1th 1 .30 JC
1,?"1 .63 24
2 2,|,2.63 12
2"t.t 4.55 I
A Jamos Hardie cotrDany
1340 So. Manhattan Avenue Fullerton. CA. 92631
S{rcificetbns 3utiocl lo chango wilhod norico. O No/smb€r. lS92 Sp.ink. lrrc. Prirnod in U.SJq.
Telephone: (714) 999-0323 FAX: (714) 999-0631
I
Grinnell
ERW steel pipe A-135
schedule 40
rclHlulr {0 pipe eyaihDle h hade rires
1'llru f in |mgt$ 0121121'.25'loobgo wcighvbundle
lra&
sirg
in-00 l.u
|udml
eall
hicln6s
in.
nomiml
u€ic
ft
t|ndb
$er
pcs. Fr
uh.
21',htl
loolag€
24',
btal
hda!e
n'
lolal
lootage
21',
bdlc.
weilli
2C
Me.
rei0l
25'
bdla
wrilhl
1 1.315 1.049 . r33 168 70 1470 1680 1750 2470 2822 2940
lVq 1.660 1.380 .'140 2.27 51 1071 1224 1275 2431 2778 2894
1v,1.900 1.610 .145 44 924 1056 1100 2513 2872 2992
2.375 2.067 .154 3.65 30 630 720 750 2300 2628 2738
weiqht ol pipe with waler
1'pipe
weight of plp€/foot
'.reight ol water/foot
weight of pipe with water/lool
xt
1221
0 414
I.DJJ
sn0
1.404
0.409
1.813
s/10
1.68
0.37
2.05
tY.'piDe
weight o{ pipe/foot
weight of $/ater/lool
vveight ol pipe Y{ith water/foot
1.57
0.72
2.29
1.81
0.71
2.52
2.27
0.65
2.92
1%'pipe
rreiohl of pipeifoot
weight ot water/foot
weight of pipe wilh water/loot
1.88
0.97
2.85
2,08
0.96
3.04
2.72
0.88
3.60
2'pipe
weight of pipe/foot
weighl of water/foot
weight ol pipe with v/aler/foot
2.52
1.58
4.10
2.64
1.58
4.22
J.03
1.46
5.1'1
2V{ pipe
w€ight of pipe/lool
wEight of water/foot
vileight of pipe with water/foot
408
2.26
6.34
3.53
2.36
5.89
5.79
2.08
7.87
3'pipe
weight ol pipe/foot
weight ol Mter/foot
weight ol pipe with water/lool
5.01
3.48
849
4.33
J.O I
7.94
7.58
3.20
10.i8
3'/,'pipe
w€ight of pipe/foot
weight of vrater/lool
YYeight ot pipe udth water/toot
4.97
4.81
9.78
9.11
4.28
13.39
4'pipc
wei0hl of pipe/foot
weight of water/foot
w€ight of pipe with water/loot
5.61
6.17
11.78
10.79
q (t
16.30
5'pipe
r/eioht of pipe/foot
weight of water/foot
weighl ol pipe wjth water/foot
9.53
17.30
14.62
d-oo
23.28
6'pipe
weight of pipe/tool
weight ot rvater/loot
weight of pipe with water/foot
9.29
13.74
23.03
18.97
'12.51
31.48
8' pipe
weight ol pipe/loot
weight of water/foot
weighl ol pipe with rvater/foot
13.40
23.59
36.99
28.55
21.69
50.24
10'pipe
weight of pipe/loot
weight of water/foot
weight ol pipe Trith v{ater/foot
18.70
36.90
5J.bU
40.18
34.10
74.58
12'sne
weight of pipe/toot
vi,eight of water/foot
weight ol pipe with water/foot
49.56
49.00
98.56
XL
allied X! thrtadable light uall pipe
1'- 3'in lrn ts ol21'-2{'.25'lootage weighubundle
lrado
6hc
in.0.0.t.0.
nonlnal
"'ilt
bundlc
slzcs
pc3. ler
bdle.
21'
total
loola!?
21'
tolal
loola0!
25',
blal
lmta0!
21',
bdh.
wei0N
21',
bdh.
u!ioil
25'
Mh.
rel0N
1 1.290 1.104 1.2210 91 1911 2184 2275 2333 tooI 2777
1Vt L638 t.452 1.5763 61 12 81 1464 1525 2019 2307 2403
1k 1.883 1.687 1.8807 61 1281 1464 1525 2409 2753 2868
a 2.360 2.151 2.5214 JI 777 888 otq 1959 2239 2332
ZVz 2.857 2.581 4.0813 30 630 720 750 2571 2939 3060
3 3.476 3.200 5.0109 19 399 456 475 1999 2285 2380
schedule 10
SX 10 allisd sciedule 10
1' -4' in lengtis ol21'-24'-25'loota0s weighl/bundle
lradr
stze
tn.0.0.t.0.
flominal
well
hirlrcsl
in.
n0minal
1l'
tundle
sirrE
pcr. pol
bdle.
21'
tolal
foota0e
24'
tolal
loola0e
25'
lotel
hoh!.
?1',
tdle.
w€lgil
24',
ldlr.
xeight
25'
tdlc.
relgit
1.315 1.097 .109 1.40 91 1911 2184 2275 2675 3053 3185
11/t 1.660 1.442 .109 1.81 61 1281 1464 1525 2319 2650 2760
1lh 1.900 1.682 .109 2.08 61 1281 1464 1525 2664 3045 3172
z 2.375 Ltat .109 2.64 37 777 888 925 2051 2344 2442
2k 2.875 2.635 . 120 3.53 30 630 720 750 2224 2542 2648
3 3.500 3.260 .120 1.33 19 399 456 475 1727 1974 2057
JN 4.000 3.760 .120 4.97 19 399 456 475 1983 2266 2361
4.500 4.260 .120 5.61 19 399 456 475 2238 2558 2665
14
otY
6ctors
The Model 10/10 System Sensor vane-type
waterflow detector, with a computer
designed paddle, now fits Schedule 10
through Schedule rO steel pipe sizes 2"
through 8'l The design of this unit makes it
easy to install and simple to maintain. lt
can be mounted in a vertical or horizontal
position and is suitable for indoor and
outdoor installation. Switch assembly and
delay mechanism assembly are field
replaceable. UL listed and FM approved.
Other advanced features include:
SEALED RETARD
Assures that the retard is not contaminated
by dust and dirt when the cover is removed.
VISUAL SWITCH ACTIVATION
Permits installer to accurately set the retard
even under extremely noisy conditions.
RUGGED SWITCH ASSEMBLY
Switches are enclosed in a durable terminal
block fcir added strength. Accommodates
up to 12 AWG wire.
lo0o/o SYNCHRON IZATIO N
Fires both alarm panel and local bell at the
same time.
DURABTE METAL ENCTOSURE
Long lasting cast zinc cover completely
encloses the electrical components to keep
out dust and dirt.
TAMPER RESISTANT
lmproved self-guiding security screws and
removal tools make detector resistant to
tampering and simplifies field maintenance.
-\,^-
XADE IN THE U.S.A.
SCHEDULE 10
OR SCHEDULE 40,
ONE SYSTEM SENSOR
WATERFLOW DETECTOR
NOW FITS BOTH!
8SA ---sYsTElwsEMson=A DlVlSlON OF PITTWAY
3825 Ohio Ayeouc . St. Charlcsr ffirnb 80174 . 708.97€3G3 . FAXr 70E€77'6495
In Grnrda: 416.675.1695 . FAX: fl6.G75.7OE
il.-@aaPPForEo (Ut
General Specificationdl
Engineering Specifications
Vane-type waterflow detectors shall be installed on system piping as designated on the drawings and/or as specified herein. Detectors
shall mbunt on any clear pipe span ofthe appropriate nominal size, either a verticalor horizontal run, at least 6' frorn any fittings which
may change watei direction, flow rate, or pipe diameter or no closer than 24' from a valve or drain. Detectors shall have a sensitivity in
the range-of 4 to 10 gallons per minute and a static pressure rating of 250 psi for 2"-8" pipes. The detector shall respond to waterflow
in the sfiecif ied directlon aftdr a preset time delay which is f ield adjustable. The delay mechanism shall be a sealed mechanical pneumatic
unit wiih visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe
and connected by a mechanical linkage to the delay mechanism. Outputs shall consiit of 10 Amp (dual SPDT switcheVform C contacts).
A condu it entranie for standard fittinqsof commonlvused electrical conduit shall be provided on the detectors. Alldetectors shall be listed
by Underwriters Laboratories for indoor or outdoor use.
Approved: UL, CSFM, ULC, BSA, FM
Contact Ratings:
Triggering Threshold Bandwidth (Flow Rate):
Static Pressure Rating:
Overall Dimensions. Installed:
Operating Temperature Ranges:
Compatible Pipe:
Shipping Weight:
(it u bor nut
CONTACT RATINGS
125/2sO VAC 10 At P!;
24 VDC 2.5 AMPS
lo nonrll.nco.blc Inltl.tlng
zoie ol llrt d FACP
Typlc|l FACP Connoc{lon
llrIIIn\J
wFD 2' - 8'
10A@125/250VAC
2.5 A@ 24VDC
zt-l0 GPM
250 PSI (Max) 2' - 8"
3.5"Hx3.0"Wx6.7"D
32"F - 120'F (0"C - 49'C)
Steel water pipe. schedule 10 through 40.
Varies, 4 lbs. - 7 lbs., according to size.
(R.rl.c.rn.ni P/ At7.ol{2}
Pfi 43006{0)
G.@ft|Bd p.orld.d
Brsak wl.! at Shofn tor
rup€rYlllon ol connacllon.
OO t{OT .llow 3lrlpp.d wlil
lalda to axiand bayond
.rvltch hou3lng. DO NOT
looD *ll!!.
WFO awltch
rtlo|trbly
Typlc.l Locll E ll Co.rn.cllor
Odering Information
Waterflow SwitchesWFD20 Waterflow Deteqtor, Schedule t0/40.2'
WFD25 Waterflow Detector, khedule lu4n,2-1n"
WFD30 Waterflow Detector, Schedule 10/40, 3'WFD35 WaterflowDetector,Schedule'lol4n,3-1n'wFDilo Waterflow Detector, Schedule 10/110, 4"
WFD50 Waterflow Dete<tor, khedule 10/40, 5"WFD60 Waterflow Detector, Schedule 10/40, 6'WFD80 Waterflow Detector, Schedule 10/40.8'WFDT Waterflow Oetector fits 1",1-114',1-l/2" steel
and brass threaded tees
Master Packed: 6 units
Supervisory SwitdresO5Y2 Outside Screw and Yoke Supervisory Switch -Two SPDT SwitchesPIBV2 Post Indicator/Butterfly Valve Supervisory Switch -Two SPDT Switches
Pressure Switdres
WPsl0-1 Alarm Waterflow Pressure Switch, One sPDT, 10 PSI
WPS10-2 Alarm Waterflow Pressure Switch, Two sPDT, 10 PslWPylo-l Supervisory Pressure Low swhch, One sPDT, 10-100 Ps
wP540-2 Supervisory Pressure High/Low Switch, Two sPDT,
10-100 Psl
Alarm Bells
KM5-5-24 Bell, 6", 24 VDC, Polarized, 97 dBA
KMS-8-24 Bell,8',24VDC, Polarized, 102 dBA
KMS-10-24 Bell, 10'.24VDC, Polarized, 104dBA
KB5-6-120 Bell, 6', 120 VAC, Polarized,95 dBA
KB5-8-120 Bell,8', 120 VAC, Polarized,93 dBA
KBS-I0-120 8ell, 10", lZQ VAC, Polarized, 102 dBA
Accessories545-7000 Tamper Switch Kit for WFD Oetectors, PIBV2 and OSY2
43010-00 Accessory Kit for PIBV2 (Wrenches, Screw Pack)
43011-oo Accessorl Kit for o5Y2 (Wrenches, Screw Pack, J-hooks)
A3O0&OO Timer Aslembly for Waterflow Detectors, 2-8" sizes
(black)
A77 -01-02 Terminal Block Replacement
44027-00 Paddle Kit tor WFDT only - 3 Paddles
507-6G01 Tamper screws for WFD Metal CoverWFDW Tamoer Proof Wrench for Metal Cover (wFD Detectors,
WFDT, O5Y2, PIBV2)HEXW Hex Wrench for Supervisory 5witches
All sprinkler ltemi otter than waterflow switches are single pad<ed.
O Copyrighl 7/1991 by System Senror, A Drvliron ol Pitlway CWFD
PRICE LIST Grinnell
tig. no.
descriptaon stze
prlce
€ach
*n,;j:l:#'.) ris. no.
66 66welded beam atlachmenl
carbon steel
Upper attachment lor welding to
structural steel. Used as illustrated
with bolt and nul or used in the
inverled position with rod and nut.
Complies with Federal Specif ication
WvY-H-171E Type 22.
Order by rod size, figure number,
name. Specity it bolt and nut are
required.
'1yr and larger will be furnished with
Pin & Cotter.
$ 15.50 $ 18.7515.50 20.0016.25 21.2517-75 29.5025.75 37.0036.75 56.0073.00 1 18.00
126.00 227.OO
154.00 294.00
177.00 574.00
215.00 640.00
222.00 687.00
343.00 722.@
460.00 744.OO
686.00 1003.00
940.00 1277.OO
without with withoul wlth'b"lt- bofi boll boll
a nut & nut' & nut & nul'
!a"
Yz
fi
7/a
_vo | .a.96 1.3
.96 1.61.9 2.82.5 3,9
4_J O.J
8.1 10.215.6 19.018.7 24.2
22.8 30.626.4 36.8.26.7 39.726.8 40.832.6 46.745.1 62j53.4 72.4
1
1V.
1Vz
| -ta
21/t
zth
23/t
.t
3Vq
67 plpo or condult hangel
cabon steel
For suspension by hanger rod or
attached to wall. "T" slol in hanger
permits side bolt to b€ installed alter
installation and setting of pipe. Con-
sistrs of sirap, bolt, nut - assembled.
Order by pip€ size, figure number,
name.
plated
$ 3.10
3.10
3.10
3.20
3.70
4.45
8.65
9.15
12.95
21.50
21.50
670
3A
1
1Vt
11h
2
2Yz
4
5
6
.21
.25
.27
.29
.31
.71
.16
1.39
1.66
2.26
69
70
adlustablo swlvel rlng, tapP€d
ItlFPA.lrndrd
adjustable swlvel rlng, standad tap
cabon steel; zinc plated
For suspension ol non-insulated,
slationary pipe line.
Underwriters' Laboratories Listed and
Factory Mutual approved.
Complies with Federal Specif ication
WW-H-i7'!E Type 10.
69
70
lig.69 fig.70
.08
.09
.10
.11
.12
.12.25 .33.30 .36
.{o .5tt.53 .621.0 1.21.0 1.2
I
11L.
1V2
2
21/2
3
4
5
o
8
lig. 69
$ 2.00
2.00
2.10
2.10
2.45
2.60
4.30
4.30
5.70
8./t0
12.55
15.33
lig. 70
7.40
8.15
13.25
14.70
23.65
35.50
PRICE LIST Grinnell
tig. no.
descriplion srte prlc6
e!ch
*n'lj:!|:f,*) fis' no'
137C coated standard U-bolt
cahon steel U-bolts and tinished
hex nuts with non-threaded portion
of U-bolt PVC coated
For support, anchor or guide ol glass,
aluminum, brass, tin and PVC piping.
Order by rod size, pipe size, ligure
number, name.
Furnished with tour hex nuts unless
otherwise specilied,
3/4
coated
with 4
hex nuls
$ 12.05
12.30
12.90
15.10
15.80
16.90
24.15
26.30
27.65
29.55
33.10
51.85
60.90
wirhd I rlll^
t'ei nris lO/\.,
.11
.ta
.12
.29
.31
.34
.80
.t'b
.92
1.0
2.O
2.4
1
1Ya
1Yz
21/z
4
5
o
8
138
138R
' Gxtcnslon .pllt PlP. cltmp
malleabte hon
Furnished tapp€d for an iron PiPe
threaded nipple (fig, 138) or for rod
(fig. 138R). When used with nipple,
resultant rigidily p€rmits supporl of
pipe from wall or floor.
Complies with Federal Sp€cilicalion
WW.H.171E Type 25.
Order by pipe size, figure number,
name, tinish it other than black.
138
138R
%"$
Vz
3/t
1
1Yt
1th
2
21h
3
(1381
black
5.20
5.60
5.85
6.05
8.30
10.00*'1
(138F)
black
$ 4.90
4.95
s.35
5.70
7.(x)
10.15
13.60
27.20
32.30
(1381
plat€d
$ s.70
6.50
8.70
6.70
9.10
11.65tt.r,
(1388)
platsd
$ s.70
5.80
6.25
6.65
820
11.85
15.90
31.80
97.73
.10
.13
.15
.17
.20
.24' .29
1.33
1.46
140 hanger rod, machlne lhroaded
both ends, rlght hand threads
cafion steal
note: lor letl hand lhreads - see tig.
253
140
eschPrice
.len9thIncnes
rod size - Incheg
%
$ 9.35
10.70
12.00
13.35
16.25
20.25
24.15
25.85
32.40
36.50
40.60
44.60
48.70
52.85
8'
10
12
14
18
24
30
36
42
48
54
60
66
72
$ 4.00
f.6s
5.30
5.90
7.05
8.80
10.50
12.30
14.05
15.75
17.55
19.30
21.00
22.75
$ 6.50
7.40
8.40
9.35
11.30
14.18
17.15
20.25
22.90
25.85
28.70
31.20
34.60
34.60
$13.20
15.30
17.50
19.60
24.95
30.25
36.65
43.05
49.40
55.80
31.50
68.80
75.05
81.45
$ 16.75
19.40
22.16
24.85
30.25
38.45
46.60
54.80
62.90
71.05
79.05
87.20
95.25
103.50
$ 24.ss
27.95
31.40
35.05
41.50
52.35
62.90
73.35
83.65
94.m
68.25
115.25
125.65
135.95
add to abovo prlces for 72 lnch length3 - lor each addltlonal foot of rod or fractlon thot€ol
$ 3.s5 t 6.0s $ Lso $14.1s $ 1e.75 $ 23.4s
15
PRICE LIST Grinnell
tig. no.
description size prlce
each
-''ij::3:;''' ris' no
258 258pipe saddle supporl
cast iron pipe saddle only
Stanchion type supports for pipe
sizes 4" thru '12" inclusive. Saddle
base must be slipped into riser pipe.
Comolies with Federal Soecitication
WW-H-I71 E Types 36 and 37.
Order by pipe size. ligure number.
name.
4"
5
6I
10
12
black
$ 38.00
42.OO
56.00
67.00
89.00
104.00
9.1
10.8
1 1.8
14.3
19.3
a,t, I
259 2s9pipe slanchion saddle
cast iron stanchion saddle with
tound iron yoke and nuts
Stanchion type support lor pipe sizes
4" lh(u 12" inclusive. Saddle base
musl be slipped into riser pipe; yoke
is attached lo saddle atter pipe is in
place.
Complies with Federal Specification
WW-H-171E Type 38.
Order by pipe size, tigure number,
name. lf riser and flange are required,
they must be ordered separately.
6
at
10
12
14-36
black
$126.00
131.00
136.00
174.00
236.00
289.00
POA
10.8
12.1
12.7
2t..7
25.7
31.2
260
3A
1
1Vt
1Yz
2
21h
a
31/z
4
5
o
8
10
pnmso
$ 2.35
2.40
2.60
2.90
3.25
3.85
6.45
7.70
8.30
9.85
12.75
r6.00
2t1.90
44.80
s3.95
83.00
117.00
1t8.00
289.00
471.00
620.00
stainl€ss
sl6ol
POA
POA
POA
POA
POA
POA
POA
POA
POA
FOA
POA
POA
POA
POA
"oo
_
adlustable clevls
carbon steel
For suspension of non-insulated,
stationary pipe lines. Hanger load nut
above clevis must be tighlened sec-
urely to assure proper hanger per-
formance. lf an oversized clevis is
used i.e. with soil pipe, il is recom-
mended that a spacer be placed over
the clevis boll.
Underwrilers' Laboratories Listed
and Factory Mutual Approved.
Complies with Federal Specilication
WW-H-171E Type 1.
Order by pipe size, tigure number,
name. finish il olher lhan black
black galv.
3 1.85 S 2.851.85 2.951.95 3.252.25 3.552.45 4.002.95 4.704.45 8.505.s0 10.155,8s 10.806.75 12.859.2s 16.5010.75 21.2017.65 32.1532.00 57.6037.35 71.0061.00 104.0087.00 144.00108.00 182.00227.00 354.d)401.00 543.00519.@ 722.00
12
14
16
18
20
24
30
260
.34
1q
.44
.45
.55
.61
1.4
1.5
1.7
2.1
2.4
3.6
5.0
8.8
1 1.4
14.8
21.O
24.4
42.6
46.4
oJ.c
261 extonslon pipe or rlser clamp
aabon steel
For support and sleadying of steel
pipe risers either insulated or bare,
cast iron pipe or conduil. Clamp is
litted and bolted preferably below a
coupling on sleel pipe or a hub on
cast iron soil pipe.
Also lor support of pipe covering or
insulation.
Underwriters' Laboratories Listed
Complies wilh Federal Specification
WW-H-171E Type 8.
Order by pipe size, ligure number,
name, specity if olher lhan black.
261
3h
I
1Vt
1Yz
2
2Vz
3
Jf2
4
6
8
10
12
black
$ 5.80
5.85
7.35
7.90
8.05
8.45
9.00
11.15
11.35
16.50
19.05
30.80
42.50
51.45
98.65
227.55
250,55
290.05
galv.
$ 9.85
9.90
13.15
14.00
14.45
15.15
16.25
20.7s
2't.55
31.05
34.45
59.55
77.45
r00.90
180.90
357.50
384.40
427.rn
p.imsd
$ 7.85
7.90
10.25
10.80
1 1.25
11.80
12.65
15.95
16.30
23.65
26.75
45.15
58.60
75.55
124.60
265.9{t
289.20
327.35
3.3
3.4
5.3
5.3
9.9
11.1
16.6
19.3
32.5
33.8
35.0
1.4
2.O
2.O
2.2
2.3
z-J
16
18
20
29
lees, conl'd
size, in,
x
in.
Y
in.
z
in.
| (a tb
black galvani2ed
reducing lee,
fig. 1105R
t|ln
-rtr
UI. ItrsI
tza
,l '_frI| |ril ifxL\ II l------+----Jr---.' I '
X, Y, Z: center lo end
%I.8 t/13 .14
/a :.4 JI i'a %.12 .14
7/
%/8 %.21
%
3/
'/;
1S/
,V,'X,tXt
.21
.19
.22
.20
%./t 3./tXo %.19 .20
1//7
,l /6
%
1Xe 1Xt
1
1\t
1
.30
.27
32
29
3/,/a
h
7A
1%
lXt
1r,10
.t
a1/
1X,
.33
.28
.33
%,l t/B 1 1l/.29 .29
%7/%1Xt 1Xt 1Xt .26 .29
3/
'/2
3/
1l
'lXt
1%
1x,
1Xc
1%
114c
1%
114
1%
.46
.42
.38
.49
.46
.40
%'l
1X,
1X..
1%
1k
1Xc
1%
.51
.43
.t I
.47
%
3/
3/,/e
lXo
1%
't%
,X,
1X.,
1%
.46
.36
.48
.34'
%x/'1Xo 1%'lX".45 .46
%V tu 1%1%1Xe ..tJ .45
1
I
%,l
%
l/
1'/c
1%
1Xc
1%
1%
111
1Xt
.rl/
1Kt
t7a
1%
1%
.82
.60
.55
.84
.74
.63
6q
%
Y,
th
1%
1Y
1Xt
1X"
1k
1Xt
t7.
.78
.59
.81
.75
.62
%
1
%
1y?
1%
1tl.
1%
1%
1%
1%
1Xo
1%
.ro
.56
-cc
.73
.55
h 1 1%1Xt 1%
%'I 1Xt
t7a
1X,
1%
1%
1v
.62
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.66
.c/1/4
1%
1%
t/
l//2
%
1Xc
t7a
1%
t/la
1X"
't%
11/
1'n
1%
1Xt
lXc
1.18
1.06
.98
.60
1.22
1 .10
.Y.'
.89
,l
'I %
%
1
1%
1Xo
1r,1c
1%
lrXt
1Y
r7t
1%
1%
1t\e
1%
t.t.t
1.11
.87
.76
1.19
1 .13
.92
1
xl
1t./
1\c
1Xt
1%
the
1Xt
1%
11\"
1%
1.09
.96
.86
1.10
.88
.86
h 1%1%
1Xe
't14o
1%
1%
ltXo
'1.04
.87
1.07
.94
'I 1 1t/1'Xo
1%
ltXt
1%
1\t
.90
.97
.93tl
1V
1%
1t/l
1
h
l tXe
't%
1%
'txt
1%
'tk
1Xt
1%
1'xt
1%
1tx,
1.45
1 .44
1.29
1 .19
1 .47
1.49
1 .40
t.zJ
1%1%
'I
'/.
%
'l'Xc
'l1Xe
1%
1%
1Xt
1la
1%
1%t
1Xo
1%
1'Xt
1%
ltXo
't%
1rx..
1.50
1.52
'r.26
1.08
1.03
1 .42
1 .10
1 .10
malleable iron, (class 150)1 saturated sleam: 150pressure rallngs' psr I tiquid & gas al 15oo F: 3oo
C.
o
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804
805
806
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c03
t04
c05
c06
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1
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4
5
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8
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251.79 2.151
232.75 2.t57
221.8? 2.t51
199 .9 4 ?.157
199.94 ?,157
199, 94 2,157
123.86 2.15/66,12 2.t5138.34 2.15738,34 2,15738.34 ?.15i17,95 2.15159.1? 1,11?
59. 72 1.4{270.12 1.(4?98,78 i.44?66.12 1.4t266.12 1.4{?33.21 1.44256.59 1.1t215,12 1.il285.66 1.t12
108.54 1.412
1e8.54 1.44222,61 1.442i6,0t 1.44232.1t 1.44248.79 1.4421e.93 1.il25.86 1.il222.61 1.4{222.61 1.44222.67 1.q4222.61 1.4{?1r,92 1,44236.02 1.{{22s.62 1.4{244.39 1.{r264.18 i.r4285.88 i,r4285.88 1.4420.00 1.44219,91 1,r42{0,01 1.44211.35 1,t4232.15 1. {4253.{7 1.il2i6.07 1.il275,07 1.442i6.07 l.t{z32,66 1,4{25?.i{ 1,1r257.74 1.14257.it 1.4t2
c.60 9,500,tt 4.000.00 6.90
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ii 72.83TTItf 13.836If 95.5
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Srster reouires:
S0pply avr'ihbler
Salety ltrrgin:
trriur velocity in t[e systa is 21.f8 ftlsec.
tontinuitt at all nodes sltisfied to l,tt gpr.
rll:3il|i: ! s5s'{8 spr' (includine llose rllurance}
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(spm) (psi)
425,it 39.75
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Peaking 0utput
shift t1
(gpm) (psi)
383,8i 29,66
ress any key to continue...
shift t2
(Spm) (psi)
558,48 81.41
f,08
409
410
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802
803
804
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90
o
WAF ER CHECK
a
\A LVES
UL LISTED FM APPROVED
Wafer Check Valves are designed to be compact, easy to handle and take minimum
space In your installation between two standard flanges. An "O" Ring Seal provides
leak kee seal between two flanges as well as insuring a resilient seat surface seal
which is enhanced by a stainless steel torsion spring. They are FM Approved as anti-
water hammer Check Valves for fire pump service only.
Commonly used in lire service applications, lhese valves can also be used any place
a positive closure check valve is needed. They are designed for low jriction loss.
Slzes: 4", 6" and 8"
UL Listed/FM Approved
250 lbs. WOG (Specify Service if oth€r
lhan cold water)
100% Hydroslatic Tosted
Ductlle lron Body
Bronze Clapper and Seat Ring
'O' Ring Seals
Stainle$ Steel Sprlng Closing
Approved by the New York Clty Board
of Stendard3 and Appeals Under
Calendar No. 157-84-SA.
'The 4" size is provided
wrth 112" pipe plug in
drarn port as slandard
configuration.
(See below)
gOWBD
4" only with street elbow
and 112' ball drio valve.
the seat angled to provide 1/2
ball drip valve allowing valve to
to potential freezing such as in
4" Walet Check has been designed with
NPT tappang below seat to accommodate a
drain water trcm a 4" pipe that is exposed
a lire department connection.
6" and 8" Straight Seat No Tapping.
'f
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srzE A B c o SHIP
wT. (u
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PER CTN,
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[ ]-SPECItIC tUtII6r
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Ilevation:
i l[[[ r
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$s:
o"'\s;i3.,r
ON JOBSITE AT ALL TIMES
Pernit #: P96-0048
Phone z 471-0957
Phone z 47L-0957
Phone: 9704797115
APPLICANT CANWEST VENTURES INC.
PO BOX t329 ' AVON, CO 81620
CONTRACTOR CANWEST VENTURES INC.
PO BOX 1329, AVON, CO 81620
OWNER CANWEST VENTURES
9 VArL ROAD, VArL CO. 8165?
Description: UPGRADES oN CABINETS REMOVAL oF FlVaLuation:1r 500.00
** FEE SUltllARY ***************
pturbing----) 59,00 Restusrant Ptan Reviev--> .oo Total' caLcutated tr's---> 40'50
Ptan check--> f.5o ToTAL FEES----*------1 40'50 Additional' fees---> 'm
lnvestigatio'D-.ooTotatPernitFee.--->rc.50
9i l'l' catt----> 5'm Payments-----------: 40'50
elLAHce oue----
rrem: .05100 BUILDING DEPARTMENT - __pept: BUILDING Division:
6E7dr/1et6-DEN----- -AAEiona AppR cHRRl,rE DAvrs
CONDITION OF APPROVAL
1. FIELD INSPECTIoNS ARE: REQID.TQ.cHEcK FoR coDE coMPLIANcE- - Lr-,I-wonx-uust ABrDE BY THE 1994 UPC
DECLARATIONS
I hcreby lcknoul.edgc that t hlvr rcad this rpptication, fitl,cd out in futl, thc inforFtion required, corptetcd.an accuratQ ptot
ptan, and state that att thc information provided as nequi red is corrcct. I agree to conpty riith th! infonnation and plot ptan,
to conpty yith att tor,n orJinanc." and state !a!,s/ and io buitd this structure according iqthe Tovn's zoning and subdivision
codes,'disign revier approvcd, uniforn EuiLding codc and othcn ordinances of the Toun appticabte thereto'
TOWN OF VAIL
?5 S. FRONTAGE ROAD
vArL, co 81657
970-479-2L38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE:THIS PERM]T MUST BE POSTED
Job Address
Locat,ion. . .
Parcel No..
Project No.
PLIJMBING PERMIT
548 S FRONTAGE
}IESTWIND CONDOS
2101-063-12-022
RD WEST Status... : ISSUED
uNii *104AppIied. . I 05/.02/.t226
IEiued. ..2 05/02/L996
ExPires..: I0/29/L996
REOUESTS TOR INSPECTIONS SHALL BE IIADE T}IENW-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4
****************************************************************
TOWN oF vArt, goLoRADo statemnt
****************************************************************
statemnt Number: REc-0130 Anount: 40'50 05/02/9.6 L2-227
Payment Method: aK- Notation: #1080 rnit: cD
Permit No: P96-0048 TYPe: B-PLMB
Parce1 No: 2101-063-L2-022
Site Address: 548 S FRONTAGE RD WEST
Location: WESTWIND CONDOS UNIT #104
PLUI,IBING PERMIT
This Palanent
Tota1 FeeE:
40.50 Total ALL Pmts:
Balance:
****************************************************************
40.50
40.50
.00
Account Code
01 0000 41311
01 0000 4t332
01 0000 41336
Deecription
PLT'MBING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
Amount
30.00
7 .50
3 .00
TOWN OF VAIL
?5 S. FRONTAGE ROAD
vArL, CO 81557
970-479-2L38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE:THIS PERMIT MUST BE POSTED
PLIIMBING PERMIT
548 S FRONTAGE
WESTWIND CONDOS
2101-0 63-12-022
REOUESTS TOR IilSPECTIONS SHALL BE IIADE TI'EI{W-FOUR HOURS IN ADVANCE BY TELEPHONE AT 4
ON JOBSITE AT ALL TIMES
PerniL #: P96-0048
Job Address
Location. . .
Parcel No..
Project No.
APPLICANT CANWEST VENTURES INC.
PO BOX 1329' AVON, CO 81620
CONTRACTOR CANWEST VENTURES INC.
PO BOX 1329, AVON, CO 81620
OWNER CANWEST VENTURES
9 VArL ROAD, VArL co. 8L657
Description: UPGRADES ON CABINETS REMOVAL OF Flvaluation:1r 500.00
FEE SUltilARY t*********t****
ptumbing---> JO.OO Rcstuarlnt ptan ncvierl> .OO Totat Catcutatcd Fc'3--> 40'50
ptan Chcck_-> ?.50 TOTAL FEES-------------1 40.50 Additionat Fees-----> '@
Invrstigation> .OO Totat Pernit Fce--> 40'50
Ui tt cat(--> 3.m Psynents----*------: 40'50
grllrce oue----
Ite.rn: .05100 BUILDING DEPARTMENT --Pept: BUTLDING Division:
6E7 ifi t16 g a- DIi- -- --' -AEEibri :
-AFFn cHRRr,re DAvrs
COND]TION OF APPROVAL
t' fllf,"ftoiHtfiEtfitRHio$*8"*rsiorBgnt$Ft* FoR coDE coMPLTANcE
DECLARATIONS
I hcr.by acknoHtedgc that I h.vc read this appl,ication, fitl,ed out in futl' ths information rcquircd., comptet?d.!n accurrt! ptot
ptan, and state that att the inforn tion pro;i dcd as required.is corncct. t agrlc to conpl'y Uith the inforration and ptot Ptan'
to conpty vith att ro* o.Jinin"""-
"no-
lt!t. [avi, and io bui l,d this structure according tqthe Torm's zoning and suMivision
codes,'disign ..ui"v "pp.ouJ, uniforn Building code and other ordinrnces of thc Tovn appticabte thercto'
RD WEST Status..
UNIT #lO4APPlied.Iseued..
ExPiree.
ISSUED
05/02/Lee6
os/02fiee6
L0 /2e /Lee6
Phone t 47L-0957
Phone z 471-0957
Phone | 9704797LL6
****************************************************************
TOWN oF vArL, goLoRADo statemnt
****************************************************************
statennt Number: REc-0130 Amount: 40'50 a5/o2/9.6 12227
Palrment t"tethoa: Ci Notation: *10S0 Init: CD
Permit No: P96-0048 TlPe: B-PLMB
Parcel No: 2101-063-L2-022
SitE AddTCSS: 548 S FRONTAGE RD WEST
Location: WESTWIND CONDOS ITNIT #104
PLUMBING PERMIT
Account Code
01 0000 41311
01 0000 41332
01 0000 41336
Total !'ees:
40.50 Total ALL Pmts:
Balance:
Description
PtT'MBING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
40.50
40.50
.00Thie Payment
****************************************************************Amount
30 .00
7 .50
3.00
d"ii"jiqi:ry:iq.S"!Il,f:ff"t"'!U, or. vArL "o""r*u.-,rF pERnrr #-
fAKUtL ft 7t6t - ob3 - tL - oz2'- pERMfT AppLfCATfON FORI,t,a o*t, h "./16
, APPLfCATION UUST BE FfLLED OIII COMPL,EIELY OR IT IttAY NoT BE AccEpTED
$***************************** pERr,trr rNFoRllATroN **************!r**************ttl t l-Building D<l-plutubing I i-Etectrical [ ]-uecbanibal [ ]-other _
Job Nane: U,/- - + , -, .
Legal Description: Lot
Oldners Nane:
Block_ filirS suBprvrsloN,
7e Cit'.-'q -0J-.-,i6ai"E=l-' 9 U-, | (-( p1n. t/?r-oqc
Ph.
ceneral Descriptionz PL.^-,-,l n^-p t. :o.t -//L._ e.l Co t;^. -/,
llork class: [ ]-New f4J-Alteration [ ]-Additionat [ ]-Repair [ ]-other
Number of Dwelling Units z 3e Number of Acconnrodation Units:
f*"t
and Tlpe of Fireplaces: cas Appriances- Gas Logs_ wood,/pelret_
lf********************************* VALUATTONS *********************************
BUILDTNG: $EI,ECTRTCAL: S OTHER: $FIIMBfNG: W
' Address:
PLIIMBfNG: $ ,/eo.' ^ UECHANfCAT,: $] fOfai:
----
Y Wqg r\rr.r.,J.
r*************************** coNTRAcaoR rNFoRIrrATroN ******* ** ******************t Eeneral contractorz 4s zJr'*- Town of vail Recr. No-'ls ,2 ta,*-Town of Vail Reg. NO.
Architect : rt/,/l Address:
Phone Number:
Electrical Contractor:
Address:/t: 4/,-
Mechanical Contractor:
Address:
********************************
BUTLDTNG PERMTT FEE:
PLUI'fBING PERMTT FEE:
}fECINNTCAL PERMTT FEE:
ELEqIRTCAI.I FEE:
OTHER TYPE OF 888:
DRB FEE:
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
oFFrcE usE *******************************
BUILDING PI,AN CHECK FEE:
PLI'}fBING PI,AN CHECK FEE:UECEANICAI, PIAN CHECK FEES
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMTT FEES:
Plunbing
Address:
Contractor:
FOR
BUILDTNG:
STGNATT'RE:
ZONING:
STGNATTIRE:
CLEAI{ IIP DEPOSIT REFTII|D TO:
[Ht| 0
75 routh trcnt g! rold
eril, colo.rdo 81657
(303) 479-2138 ot 479-2L39
TO:
EROM:
DATE:
su&rEqt:
'offlcc ol communlty deuclopmcnt
ALL CONTRACTORS CT'RREMTLYL REGISTERED TITH TIIETO!{N OF VAIL
TOefN oF VArL pttBL,IC WORICS/COMMUNITY DEITELOPMENT
I'IARCH 16, 19Bg
CONSTRUCTTON PARKING & MATERTAL STORAGE
rn sunmary, ordinance No. 5 states that it is unrawful for anyperson to ritter, track or deposit ."i-"oir,-rJ.i, sand, debrisor nateriar, incruding trasrr h"rnp=ters, portabre toirets andworkmen vehicles-upon-any street, -;ie;;.il;-;ii;y or publicPll:" or any portion theieof. rhe right-of-way on all Town ofvail streets and_.Ig"g, is alproiinately 5 ft. off pavenent.This ordinance w1t] be.;a"i;ir.;-lnforced by the Tosrn of vairPublic lirorks DeDartment. perslni found vi;raiin; this ordi.nancewilt' be siven a 24 hour r'"iii."-'noti..-ti-;;;;;"=.id nareriar.rn the event the person so notified.aoes noi-'"orprv with thenotice within the-24 nour tine-=e""riiJ,"G"-;;tric r{orksDepartment wi1-r remor/e said nateiiar it ir," -"r.i""se of personnotiried- rhe provisions-or--tnil-.iai;"#; ;frfii not beapplicable to c-onst"""ii"",-rJiil"t.nce or repair projects ofany street or attey or any uaitiTi;;-'il G.-;i;fii_"_r".y.
To review ordinance No. 6 in furl , please stop by the Tohrn ofvail Buirding Department to obtain a copy. rirani you for youreooperation on this rnatter.
c-knowledged
&u n ---
(i.e. contractor, olrner)
lnttn
75 soulh tronLge .ord
u!ll, colorldo 81657
(3os) 479-2L38 ot 479-2L39 otflco ot communlty dcvclopmqrt
BUILDING PERI.iIT ISSUANCE TIME FRAME
If this permi.t requires a Town of Vai.t Fire Department Approval,Engineer's..(.pub]ic Horks) review .nJ-rpp"ouri,'i iiiii,iini'b.p."t
"ntreview or Health Departm6nt review, ani a-review by the BuitdingDepartment, the estirnated time tor'u-totar "euiii"-foy"L[!'as tongas three weeks.
All commerciar (rarge or smailr) and ail mu]ti-famiry permits wirlhave to fo'llow ttre irove menti6ned rixirum requirements. Residentiarand.sma]l projects should take a teiitr amound of time.' However, ifresidenti'al or smailer,projects impiit the various above mentioneddepartments with reqard' to-necessary-revte*, these projects mayalso take the three*weef peii:oA.-
Every.attempt will be made by this department to expedite thispermi't as soon as poss i bl e . - !Y L^reu ' r'E: ..'
l:-Jl" undersigned' understand the plan check procedure and t.imeTrame -
x
u_1Ct-
Shqet wasE ned-T;EoTFADate l,rlork-
Devel ooment Department.
MEMORANDUM O
TO: ALLCONTRACTORSFROM: TOWN OF VAIL PUBLIC WORKS DEPARTMENTDATE: MAY 9, 1994RE: WHEN A..PUBLIC WAY PERMTT'IS REOUIRED
Job Name:
Date:
Please answer the following questionnaire regarding the need for a 'Public Way Permit.:
YES
1) ls lhis a new residence?
2) ls demolition work being performed
that requires the use of the right
ol way, easements or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls ditferent access needed to site
other than existing driveway?
6) ls any drainage work being done
atfecting the right of way, easements,
or public property?
7l ls a'Bevocable Right CI Way Permit'
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. It no to 8A, is a parking, staging
or fencing plan required by Community
Development?
!!f9y. a19wer9d ye9 to any of these questions, a 'Public Way Permit" rnust be obtained.'Public Way Permit" applications may be obtained at the public Work's ofiice or at
C9.r,nqu1ity Development. lf you have-any questions please call Chartie Davis, the Town' of Vail Construc-tion Inspector, at 479-2159.
I have read and answered allthe above questions.
NO
Job Name Contraclods Signature Date
PUBLIC WORKS PERM]T PROCESS
How it relates to Building permits:
1) Fill out our check list provided with a buildino permit aoolication.
lf yes was answered to any of the above questions. then a "public Way" is
required. You can pick up an application at either community Development,
located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valtey Drive.
2') Notice sign offs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
3) A construction traffic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
construction, staging, etc..). This plan will expire on oct. 1Sth. and will need to
be resubmitted for approval through the winter.
4l Sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the traffic control plan or a lite
plan for the job.
5) Submit completed application to the Public Works's otfice for review. lf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 4g hows to perform.
6) The Public Work's Construction Inspector will revievrr the application and approve
or disapprove the permit. You will be contacted as to the status and any that may
needed. Most permits are released within 48 hours of being received, 6ut pleas6
allow up to one week to process.
7) As soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permit'to be released. Please do not confuse
the "Public Way Permit" with a "Building Permit" to do work on a project itself.
NOTE:
* The above prooess ls for work In a publlc way only.* Public Way Permits are valid only until NovemOer iStfr.* A new Public way Permit is required each year if work is not complete.
oaupn ay
TOWI,IOFVAIL
75 South Frontage Road
Vail. Colorado 81657
303-479-2 I 38 / 479-2 I 39
FAX 303-479-2452
1.
2.
Department of Comnuniry Development
rIfFORIIAIIOf, f,8EDED IIHEf, APPLIIT|G FOR T UECHAITCAL PERUIT
HEAT LOSS CALCULATIONS.
TO SCAIJE FLOOR PLAN OF MECITANICAL ROOM WITH EQUIPIdENT
DRAWN IN TO SCALE, WITH PHYSICAL DIMENSIONS A}ID BTU
RATINGS OF ALL EQUIP!4ENT IN MECIIAT{ICAL ROOM.
sHoI{ SIZE AND LOCATION Op COMBUSTTON ArR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR ECIUIPMENT WILL ALSO BE INSTALLED IN
MECHANICAL ROOM.
T.AILURE TO PROVIDE TIIIS IIIFORTiATTOT WII.L DELAI IOUR PERUII .
3.
4.
lnttn
75 loulh frontlge rord
Yr[, coldr.do 81657
(3Gl) 47$2138
€ql).7}a39
offlce of communlty development
NOTTCE TO CONTRACTORS/OWNER BUTLDERS
Effective June 20, 199t, the Town of Vail Buirding Department hasdeveloped the folLowing procedures to ensure that nevr constructionsites h-ave adequatery estabrished proper drainage fron buildingsites along and adjacent to Town of VaiL roads or streets.
The Tonn of vail public ttorks Departeent wirt be required toinspect and atrlprove drainage adjacent to Towrr of vail roads orstreets and the installation of tenporary or permanent culverts ataccess points from tbe road or gtreet on to tle construction site.such approvar must be obtained prior to any reguest for inspectionby the Town of vail Building Department for to-otings or temporaryelectrical or any ot.her inspection. prease call 4-79-2iio t-orequest an inspection from the pubLic works Depart.ment. AlLow aminimum of 24 hour notice.
Al9o, the Town of vail publ-ic works Depart,ment will be approvingall fina-I drai-nage and curvert instarlation with resulting roaipacching as necessary. such approvar must be obtained prior toFj.nal Certificate of Occupancy issuance -
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DAIF SUBI{ITTED:
I{lllE OP APPLICIIIT!
Ho|{E PtO'|l !lutr88Rrfllrrl! ot llrDlovEuEtrTs !
ffE lrf$tD t? vAt!r9Pttcf,stoi roR ttiloDlLllSo(rtlrovED rPRtr, l, 1995)
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(ATTACH A llECOtfD gNtsET tF rtECEgSARr. A Sf,Erctr Or f,tt tHPnOVET{EtfrS
I{UsT BE ATIACEED IO THE APPLTCf,TION TO SHOII LOCITIONS AND
Dlr|8fElot|8. )
coilirctoR;
pLnxBrtrc, \?l:::, strt$t E!e. ) lilD Hon rHlc xrr,L
ruxBER : Jl:d_.llz4 . o, C 2
Dtft:
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RECEIVED BYT
PROJEEI IilAPECfED II:
IOREII{EIT: I UHDERSTEND TNAI TII i8I''ODEL PROJECTS HUSI II IPPiOVID
BY THD BOTRD OF DIRECTORS. PTOJESIS }tII XOt STTRI UTIIL AIIDTN THE
lcltEDullD clogE oF sf,r sEelrot{ AflD r('gr tE cotrpl.EtED AT l,tAtf l0DtlS tltoR ?o rEr,ilKacrvrnc. t loiEl to oBrrtil luY l|tct!3lnIaulLDtlro PERr4Irg Fno,r !ilE ?olfrf or vltL IID tqtDLr r ooPr ot tocr tolltE PROPIRTT lrll{AoEn . r tuifxEn rcREE mlt f,o coxtroil ELEr.tEtr?s 0F
TXE IT'ILDIIG FII,L BE SFFICIID OINM tI|Ar|
DIrrEz- 4: f /te srciltfltnEs - -/S-q LL|. ttr tt *** rrrt t l:l ttt lt rt tt a t t!t t t rt t t* i '* al r r fi tt ai trta a a tt t
Dllt:
$lrrrovro _DTSAPPROVBD
lD},AnXt/Colol8tlg t
C(I{PLEIED PRoJECT tlllPlCllED Bt: . . Dltl:__
'96-04-05 09:33 PAGE r 02
o^rz, g?t>ti'? ?2 nlL
l0d e00 .3NI 'II.]VfU IU3dHY-I NNY t6'l 880 808 et!el l0-50-96.
{t, s l=7il |
a o
,/Footal / ErItt,M .(
tr,tc.+ --Z-p.rtd -- Ct. llo.
Alrx *- n*rln 4L
...-. -...r,-.11
/*/"
Wrt&,H:J
888.25
.00
88E.25
888.25
I, ,'r'
Occupancy: R1Type Construction: V 1-HRType Occupancy:
Valuation:
Fi fep[ace Inforoation: Restri cted:
34,250
MuIti-FamiJ-y
Type V 1-Hour
fof Gas App I i ances:
Add Sq Fr:
,,/Of cas Logs:
.00
.00
250.00
********************t************f***************t********
F EE SUl,ll4ARyBuitding----> 385.00 Restuarant pl.an Revieu__>P(an Check---> 250.25 DRB Fee---_--_Invest'igation> .00 Recreation Fee-_________>gil,t Cal,t----> j.OO Ctean-up Depos i t________>
/Of tlood/pa l, Let:
****l*****#**********ff fr ******ff *******************ar-O0 Total Catcutated Fees--->
Addi t iona L Fees--------->
Totat Perni t Fee------->
Paynents------
CHECK REQUEST
PREPARIID By: ----\ ln LAz-^l,-., DATE:
VENDORNAME:
VENDOR NUMBER:
DESCRIPTION OFEXPENSE: CLEAN UPDEPOSITREFUND FOR BP * HOO
NAME OF JOB:
ACCOLJNT NUMBER: OI.bOOO 22002
AMOUNT OFREFUND:p
DATEAPPROVED; /
APPROVAL SICNATURE:
TOTAL FEES-----
Item:05100
09 /05 /r9e5o9'/ 0s'/ 79 9 6Item:'05400
09 /os /l-996o9'/o5'/ L99 6Ti-bm.'nqKnn
09 /0s /L996It'e.m:'05500
09 /05/79e6
.BUILDING DEPARTMENTq!'J}RLIE Action: NoTECHABLIE Action: APFR
ef;tttii*438i3*T'fi8T;L!A5L.rE Act lon : AppRFIRE DEPARTMENT
'FfiEll8 w8fifri"": APPR
CHARLIE Action: AppR
PLANS ro cRiRlirBUrLDrNG Division:
CHARLIE DAVIS
pLANs ro LRERFT' PLANNTNG Division:
PER LAUREN
N/A
N/A
Dept: Ff RE Divis j-on:
Dept: PUB WORK Division:
see Page 2 of this Document for any conditions that nay apply to this perrnit.
OECLARATIONS
;,:::':[":i:::t:i:i:lit.i"n:::-l::^d.lhi. apptication, ri!Led out in rur.r. the inrororation.required, conpreted an accurate prot
to comprv ,,,ith ar*o,n o"oinlllSl:iiiT.![:uil,"1,.5"li'iif ,]",iii'iil;",J.:ni::"::.,ff'a:rJ:,1;i:Jifii*;::l :lilli::.,iF,codes, design reviev approved, uniform sriiaing i6d"""ni'other ordinances of the ToHn appticabLe thereto.
REOUESTS FOR INSPECTIONS SHALL 8E }IADE TIIENTY-TOUR HOURS IN ADVANCE BY 2138 0R
TOWN OF VAII
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
DEPARTMENT OF COMMUNTTY DEVELOPMENT
eoo/u-,r ur
MUST BE POSTED ON JOBSITE AT ALL TIMES
BUILD PERMIT Permit #: 896-0263
NOTE: THIS PERMIT
Job AddressLocation...
Parcel No..Project No.
APPLICANT RUSTY SPIKE ENTERPRISES, vArL, co 81659
CONTRACTOR RUSTY SPIKE ENTERPRISES
548 S FRONTAGE RD WEST
w srwrxDsJBurg._{ 105
zI01-063-12-006
PRJ9 6 -0 15 4
Status. . .
App1ied..Issued...
Expires. .
Totat Permit Fee-------->
Phone , 3034'7 6437 4
Phone| 3034764374
ISSUED
oe /os/Lee6
os /os / ree 6
03 /04 /tes?
888.25
.00
888.25
888.25
OWNER
, vArt, co 81658
HOY ROBERT H JR
1107 RIM RD, EL PASO TX 79902
Description:
RELOCATE BATHROOM AND CHANGE DOOR OPENINGS
Occupancy: Rl- Multi-Fanily
Type Construction: V l,-HR Type V l-Hour
Type Occupancy:
VaLuation: 34,250 Add Sq Ft:
F i feotace Information: Restricted:fof Gas App I iances:fof 6as Logs:,0f Hood/Pa L l,et:
**************t*t*******fr*************fft******fi******** FEE SUI'll'tARy ******t****t**********t***********ff******ff***ff**t**ff*
Bui ldi ng----->
PLan Check--->
lnvest i gation>
lJi l. L Ca l.l,----)
Restuarant Ptan Revi eH-->
DRB Fee--------
385.00
250.25
.0O Totat Catcutated Fees--->.00 AdditionaI tees--------->.00 Recreation Fee---------->
3.00 C Iean-Up Deposit-------->250.00
**********************rrr***************lllLt*ffii;;;;;;;;;;;;;i**********lff;ii--**-:illlii-lll;;;;;;;;;l**i***********i****
Item: .O51OO BUILDING DEPARTMENT Dept: BUILDING Division:09/,05/.1996 CHARLIE Action: NOTE PLANS TO CHARLIEO9'/Os'/L996 CHARLIE Action: APPR CHARLIE DAVISI!9{ti',q54q0 PLANNING DEPARTMENT Dept! PLANNING Divisj_on:09/.05/.1996 CHARLIE Actj_on: NOTE PLANS TO LAURENO9'/O5'/L996 CHARLIE Action: AppR pER LAURENIFe{':',9tqg0,EIBE DEPARTMENT Dept: FIRE Division:g?/o5/\220^cuAIrrs--ii-ciioii; AppR N/A :--:' _ __- __ _lItem:-osso0_PqBLIC WORKS Dept: pUB WORK Division:09/os/7996 CHARLIE acLion: AppR N/A
*****ff*******ffi*lr*******ff***ff***Jr****ffr*****ff***Jri**********ff*****************************#***ff***********ff***ff******ff*
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I.hereby.acknovledge that I have read.this appl,ication, f iLl.ed out in ful,t the information requi red, conpleted an accurate ptotptan, and state that atl the information provided as required is correct. I agree to compty riith tire information and pl,ot pl,an,to compty lrith aLl' Town ordinances _and state [avs, and to buiLd this structure according to the Torrnrs zoning and subdivisioncodes, design review approved, Uniform SuiLd'in9 Code and other ordinances of the Toun afpticabl.e thereto.
REOUESTS FOR INSPECTIONS SHALL BE ADE TI'ENTY-FOUR HOURS IN ADVANCE BY
Send Ctean-Up oFposit To: RUSTY SPIKE ENTERPRISES SIGNATURE OF OIJNER OR CONTRACTOR FOi III}ISELF ANO OTINER
* * * * t * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t * * * * * * * * * * * * * * *
CONDTTIONS
Permit #: 896-0263 as of 09/06/96 Status: ISSUED- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * * * * * * * * * * * * * ** * * * * * * * * * * * * * *
o
ADD/ALT MF BUILD PERMIT
RUSTY SPIKE ENTERPRISES
30347 643"t 4
Applied, 09/05/t996Issued: 09/05/L996
To Expire . 03 /04 /199'l
Permit Type
Applicant
Job Address
Location
ParceI No
WESTWINDS UNIT # 106
2101-063-12-006
Description:
REL,OCATE BATHROOM AND CHANGE DOOR OPENINGS
Conditions:
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2. ALL PENETRATIONS IN WALTS,CEIIJINGS,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 19 9 ]. UBC.4. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
5. VENTILATION IN BATHROOM MUST COMPLY WITH 1991 UBC SEC 1205
TOWN OF VA]L
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
APPLICANT
CONTRACTOR
OWNER
Description:
P Lumbing---->
P Lan check-->
Invest igat ion>
ui tL caL t--->
Job AddressLocation...
Parcel No..Project No.
JERRY SIBLEY PLUMBING
P O BOX 340, MTNTURN CO 81645
JERRY SIBLEY PLUMBING
P O BOX 340, MTNTURN CO 81645
HOY ROBERT H JR
1L07 RrM RD, Et PASO TX 79902
RELOCATE BATHROOM MOVE FIXTURES
548 S FRONTAGE RD WEST Status. . .
WESTWINDS UNIT #106 Applied..2101-063-12-006 rssued...PRJ96-0154 Expires. .
o o
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PLUMBING PERMIT PETMiL
AT
+.
ALL TIMES
P96-0142
I SSUED
os/0s/Lee6
oe /os /Lee 6
03/04/t9e7
***ffi**r#ffff ****ffi **H*******#****i***H****t**ffi *** FEE SUII ARY
Phone : 303827 57 36
Phone: 3038275'1 36
Valuation:4 ,250 .00
Totat Catcutated Fees---> 96.75
Additionat Fees--------->
TotaI Permit Fee------->
.00
96.75
Payments-------
75.00
'14.75
.m
3.00
Restuarant Ptan Revi elr-->
TOTAL FEES-----96.75
************ir}**ffi*rrtrr*****ffi********ffi***************''r******,r******'(**r(************iilllli-lli;;;;;;iiiiii************i&**
Item: .05100 BUILDING DEPARTMENT Dept: BUILDING Division:09/O5/1996 CHARIJIE Acti-on: APPR CHARLIE DAVIS
****************************************************************#**********************i****t*ff***********ff************t*ff***t
COND]TION OF APPROVAL
1. FIELD INSPECTIONS ARE REO'D TO CHECK FOR CODE COMPLIANCE2. ALL WORK MUST COMPLY WITF THE 1994 UPC
****i.t*t****ff************t******ff***ff****************ff*****ff*****rd*******H***ff****t***ff**ff*ffi**tffi*ff***fi*******#*
DECLARATIONS
I hereby acknoHtedge that I have read this apptication, fiLted out in ful,l, the information required, compteted an accurate plot
Ptan, and state that atl the information provided as required is correct. I agree to compl,y Hith the information and pl,ot pl,an/to conpty uith att Tolrn ordinances and state tavs, and to buitd this structure according to thc Tourn's zoning and suMivision
codes, design revie!, approved, unifofm Buitding Code and other ord'inances of the Town appticabte thereto.
REOUESTS FOR INSPECTIONS SHALL BE }IADE TI,IENTY-FOUR HOURS IN ADVA]ICE BY TELEPHONE
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, CO 81657
97 0-47 9-2L38
APPLICANT
CONTRACTOR
OWNER
Description:
Etectri cat--->
DRB Fee
Invest igation>
ItiLt Cal,L---->
TOTAL FEES_-->
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
ELECTRICAL PERMIT
JOBSITE AT ALL
Permit #:
TIMES
896-021s
Job AddressLocation...
Parcel- No. .Project No.
RESORT ELECTRIC
P O BOX t079, AVON CO 81620
RESORT ELECTRIC
P O BOX 7079, AVON CO 81620
HOY ROBERT H JR
1107 RrM RD, EL PASO TX 79902
' 90.00
.00
3.OO
95.00
548 S FRONTAGE RD WEST Status...
WESTWINDS UNIT #106 App]ied..2101-063-1.2-006 Issued...PRJ96-0154 Expi-res. .
Phone: 30394
ISSUED
0e /05/ree60e/os/Lee6
03 /04 / LeeT
9 6013
ADD CAN LIGHTS AND REMODEL BATHROOM VaIUAIiON:
Phone: 3039496013
5, 000 . 00
FEE SUI 'lARy ************************t****#*****ff *ff ****t#t***t*ff *
Totat catcutated Fees---) 95.00
Addit'ionat Fees--------->
Totat Permi t Fee-------->95.00
93. OO
.00BALANCE DUE-.--
***||,t***tr*ffi*r**************ff***|Hr*ffff***ffff*tt**ir**********************trt***ff***ff********ff***********tr*************ffi*i
I!eB!,gqqao ELECTRICAL DEPARTMENT Dept: BUILDING Division:09/05/1996 CHARLIE Action: APPR FOR ERNST
******r*ffi*t tffirt|t*#<lhtrl**li*****ldrr**ff********Jrffi***Jd****************ff***#***ff***fi*****ffiftft*ff**ff*ff**ff
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
********************t********t**************i***fi*******************************************ff***********lii***************ft******
DECLARATIONS
I. hereby .acknow ledge that t have read this appl,ication, fiLted out in futt the information required, compteted an accurate ptot
Ptan, and state that atl the information provided as requi red is correct. I agree to comp[y with the information and pLot pLan,to comply with att Tovn ordinances and state larrs, and to buitd this structure according to the Toynrs zoning and subdivisioncodes, design rev'iew approved, Uniforn BuiLding Code and other ordinances of the Town appLicabte thereto.
REOUESTS FOR INSPECTIONS SHALL BE I'IADE TT ENTY-FOUR HOURS IN ADVAT{CE BY TELEPHONE Af 479-213A OR AT oUR oFFIcE FRorl 8:m aH 5:oo pTELEPHONE Af 479-213A OR AT OUR OFFICE FROII E:m A 5:00
TOWN OF VAIL
75 S. FRONTAGE ROADvArlr co 81657
970-479-2138
o
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
Job Address
Location. . .
ParceL No.,Project No.
RESORT ELECTRIC
P O BOX 1079, AVON
RESORT ELECTRIC
P O BOX 1079, AVON
HOY ROBERT H JR
548 S FRONTAGE RD WEST
WESTWINDS UNIT #106
210l--0 63-12-OO6
PRJ9 6-0154
JOBSITE AT ALL TIMES
Permit #: E96-0215ELECTRICAL PERMIT
co 81620
co 81620
Status. . .Applied..
Issued...
Expires. .
I S SUED
oe /05 / tes 6
oe/05/tee6
03 /o4 /tee7
96013APPLICANT
CONTRACTOR
OWNER
Description:
1107 RIM RD, EL PASO TX 79902
ADD CAN LIGHTS AND REMODEL BATHROOM
Phone:30394
Phone: 3039496013
Valuation:5,000.00
FEE SUI,I}IARY
Etect ri cat--->
DRB Fee
Invest igat ion>
t,i tl, CaLt---->
TOTAL FEES--->
90.00
.00
3.00
93.00
TotaI catcutated Fees---)
AdditionaL Fees--------->
Totat Pernit Fee-------->
Payments-------
BALANCE DUE----
93.00
.00
95.00
95. OO
.00
*|ti***ffi******Jrt***#***ff******************************************ff*i****i***********i********ff**************t*****t**********
I!e4!,gqqqo_ELECTRICAL ?EPARTMENT Dept: BUILDING Division:09/05/L996 CHARIJIE Acti-onr APPR FOR ERNST
tr**ff*ftffi***f**tlrff**rr*ffit****t*****************************************************ff***************ff***********ff******t*
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
**********tr*****t***tr*i**tfr*ff**t*****ffff***|H*t*********************t******'i********tri*******************#*************ff
DECLARATIONS
l.hereby -acknov(edge that I have read this apptication, fitl,ed out in fuLt the information required, coDpleted an accurate plotpLan, and state that at[ the information provided as required is correct. I agree to compl.y uith the 'information and ptot ptan,to compty tlith al'L Tol,n ordinances and state taws, and to buil,d this structure according io the Tovn's zoning and suMivisibncodes, design review apProved, lJniform Buitding Code and other ordinances of the Town appl,icabte thereto.
REAUESTS FOR INSPECTIONS SHALL BE IIAOE TI.IENTY-FOUR HOURS tN ADVANCE BY T€LEPHoNE AI 179-2138 OR AT ouR oFFICE fRott 8:00 A 5:0O
o
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
* * * * * * *'rt * * * * * * * * * * * *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
statemnt Number: REc-0196 Amount: 93.0O 09/06/96 14:23
Payment Method: CK Notation: #18883 Init: DS
896-O2LS Type: B-ELEC ELECTRICAL PERMIT
2101-063-12-006
548 S FRONTAGE RD WEST
WESTWINDS UNIT #106Total Fees:93.00 Total ALL Pmts:
BaLance:****************************************************************
Permit No:
ParceL No:Site Address:
tocat,i-on:
This Payrnent
Account Code01 0000 41313
01 0000 41336
Description
ELECTRICAL PERMIT FEES
WILL CALL INSPECTION FEE
93.00
93.00
.00
Amount
90.00
3 .00
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
*************************************************************rr**
Statemnt Number: REc-0196 Amountz 96.'15 09/06/96 L4224
Payment Method: CK Notation: #18883 Init: DS
P96-0142 Type: B-PLMB PLUMBING PERMIT
210 t-0 6 3-l_2 -0 0 6
548 S FRONTAGE RD WEST
WESTWINDS UNIT +106Total Fees:96.75 Total ALL Pmt.s:
Balance:
******************J.*********************************************
Permit No:Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41311
01 0000 41332
01 0000 4),336
Description
PLUMBING PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
96.75
96.75
.00
Amount
75.00
18.75
3.00
****************************************************************
TOWN OF VAIL, COLORADO Statennt****************************************************************
SUatemnt Number: REC-0196 Amount:888.2s 09/06/96 L4222Init: DSPalrment MeLhod: CK Notation: #18883
888.25
****************************************************************
Permit No:
Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41310
01 0000 4L332
01 0000 22002
01 0000 41336
896-0263 Type: A-MF
2101-0 6 3-12 -0 0 6
548 S FRONTAGE RD WEST
WESTWINDS UNIT # 106
ADD/ALT MF BUILD PER
888.25
888.2s
.00
Amount
385.00
250.25
250. 00
3.00
TotaL Fees:
Tot.al ALI-, Pmts:
Balance:
Description
BUILDING PERMIT FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
ViIIJIJ CALL INSPECTION FEE
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL. co 81657
97 0-47 9-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
f\/orFrEo 9 -s-q cNG\\_. tr7
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
aoo/ar,t MF BUrLD PERMTT Permit ttz 896-o263
Job Address
Location. . .
Parcel No..Project No.
548 S FRONTAGE RD WEST
WESTWINDS UNIT # 106
2101-063-12-006
PRJ9 6-0154
Status...: APPROVED
Applied..: 09/05/1996
Issued...: 09/05/t996
Expires. . : 03/04/:-99'1
Phone z 3034764374
Phone t 3034764374
APPLICANT
CONTRACTOR
OWNER
Description:
RELOCATE BATHROOM AND
Occupancy: R1
Type Construction: V
Type Occupancy:
Valuation:
Fi reDtace Infofmation: Rest ri cted:
RUSTY SPIKE ENTERPRISES
, vArL, CO 8l_658
RUSTY SPIKE ENTERPRISES
, VAIL, CO 81658
HOY ROBERT H JR
1107 RrM RD, EL PASO TX 79902
CHANGE DOOR OPENINGS
Multi-FamiIy
1-HR Type V l-Hour
34,250 Add Sq Ft:
#0f Gas Apptiances: #0f Gas Logs:#0f Uood/Pa I let:
TotaI catcutated Fe!s--->8E8.25
Additional, Fees--------> .m
Total Permit Fee-------> EE6.25
PaYments-------
888.25
*Jr,ttH*rr!ffirffirrffi.ffi*ffiffi*ffi** FEE SUt',lllARY ff***lcffi***ffirffi*ffi**'r**ffi**l|"/tffi***f
Bui Ldi ng---->
Ptan check--->
Investigation>
t,i LL ca L t---->
385.00
?50.25
.00
3.m
Restuarant Ptan Review-->
DRB Fee--------
Recreat ion Fee---------->
C lean-Up Depos it-------->
.00
.00
.00
250. m
TOTAL TEES-----BALANCE DUE----
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:09/05/L996 CHARLIE Action: NOTE PLANS TO CHARLIE09'/05'/1996 CHARLIE Action: APPR CHARLIE DAVISItbN:,O54OO PLANNING DEPARTMENT DeDI: PLANNING Division:09/05/L996 CHARLIE AcLion: NOTE PLANS TO LAUREN09'/05'/1996 CHARLIE AcLion: APPR PER LAUREN
I!'e.4i'.956Q0 FIRE DEPARTMENT Dept: FIRE Division:09/05/1.996 CHARLIE Action: APPR N./AIte.m:'.05500 PUBLIC WORKS DeDt: PUB WORK Division:09/05/I996 CHARLIE Action: APPR N/A
ffiffiffi*ffi **ffrl*tffi ffi**k***ffitiffi ****ffi ff rt*rHnffi *,trffi *lnffirtnH*ffi **ff ffi *ffi **
See Page 2 of this Docurnent for any conditions that may apply to this permit.
DECLARATIONS
I. hereby .acknowledge that I have fcad this appl,ication, f itl.ed out in ful.t the infornation required, compteted an accurate ptot
Ptan, and statc that atl the information provided as requined is correct. I agree to comp Ly ltith the information and pl,ot pLan,to conPty tith aLl Town ordinances and state [aws, and to bui l.d this structure according to the To]rn's zoning and subdivision
codes, design revieH approved, l,rnifonm Buil.ding code and other ordinances of the Town appLicabl.e thereto-
REOUESTS FOR INSPECTIONS SHALL BE IIADE TI,IEI{TY-FOUR HOURS IN ADVAIICE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROII 8:OO Ail 5:OO P
o
SIGNATURE OF O1INER OR COI{TRACTOR FOR HII{SELF AilD OI.'NER
********************************************************************************
CONDITIONS
Permit #: B96-0263 as of 09/05/96 Status: APPROVED
********************************************************************************
permir rype: ADD/ALT MF BUrLD PERMTT Applied: 02/,92/,1:9?9
eppficl-nt: RUSTY SPIKE ENTERPRISES Issued: O9/.05/.L996
3034764374 To ExPire. 03/04/1997
Job Address:
Location: WESTWINDS UNIT # 106
Parcel No: 2101--063-12-006
Description:
RELOCATE BATHROOM AND CHANGE DOOR OPENINGS
Conditions:1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2. ALL PENETRAT]ONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED
WITH AN APPROVED FIRE MATERIAI-,.
3. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.1210 0F THE 199L UBC.4. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED,5. VENTILATION IN BATHROOM MUST COMPLY WITH 1991 UBC SEC 1205
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT75 S. FRONTAGE ROADvArL, co 8165?
97 0-47 9-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E96-0215
Job Address: 548 S FRONTAGE RD WEST STaTus...: APPROVEDLocation...: WESTVITNDS UNIT #106 Applied..: 09/05/7996Parcel No..: 2101-063-12-006 Issued...: 09/05/L996Project No. : PRJ96-0154 Expires. . : 03/04/L997
APPLICANT RESORT ELECTRIC Phone: 3039496013
P O BOX 1079, AVON CO 81620
CONTRACTOR RESORT ELECTRIC Phone: 3039496013
P O BOX L079, AVON CO 81620OWNER HOY ROBERT H JR
1107 RIM RD, EL PASO TX 79902
Description: ADD CAN LIGHTS AND REMODEL BATHROOM Valuation: 5,000.00
*|t*ffii*ffiffi*ffi*f,****fk***f,*ffeH*ff,*t***Hrffi FEE SUl,lt'IARY ffiffiffi*ft*******trt*hkrtrtrlrrrt**rttr*****iriri**i******ffi
Etectricat---> 90.00 Total Catcutated Fees---> 95,00
DRB TeeInvestigation> .00 Total pernit Fee--------> 93.00
l,i l,l, Cal,l,----> 3.00 payments-------
TOTAL FEES---> 93.00 BALANCE DUE----
*****ffi ffi *ffi ffi *H*ffi ***tr#rrH*trffiffi *****Jr**ffirrHrffi ffi r**ffi**ffi*ffitr
Ileqi ,g0qq0 EIJECTRICAL DEPARTMENT Dept: BUILDING Division:09/05/L996 CHARLTE Action: APPR FOR ERNST
*||'(***ffi *****ffi **ff *tffi ffi*rr*ffi rtffi*ffitffii****rrrtffiffirrffi
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
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DECLARATIONS
I.hereby acknoHledge that I have read this appl,ication, f il,l.ed out in ful,l. the infornation required, compl.eted an accurate ptot
PLan, and state that atl the infornation provided as requi red is correct. I agree to conpl.y riith the iniormation and pl,ot il,an,to comPty with al'l' Torrn ordinances and state tarrs, and to buil,d this structure according to the To|rn's zoning and subdjvisioncodes' design reviev approved, Lrniforn BuiLding Code and other ordinances of the Town appticabl,e thereto.
REQUESTS FOR INSPECTIONS SHALL BE IIADE TIIENTY-FoUR HOURS IN ADVANCE BY TELEPHoNE Ar 479-2EA OR AT oUR OFFICE FRot'l 8:00 At't 5:OO p
SIGNATURE OF OI.INER OR CONTRACTOR FOR HI}ISELF AND OIINER
o
TOIIIN OF VAII DEPARTMENT OF COMMUNTTY DEVELOPMENT
75 S. FRONTAGE ROAD
vArL, co 8L657
97 0-47 9-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PLUMBING PERMIT Permit
Job Address: 548 S FRONTAGE RD WEST Status...Location...: WESTWINDS UNIT #106 Applied..Parcel No..: 2101-063-12-006 Issued...Project No.: PRJ96-0154 Expires..
Description: RELOCATE BATHROOM MOVE FIXTURES Valuation:4 ,250 . O0
*ffiffir't,r'tFEEsUll1.|ARY***ffiffi*ffffi*ff*****ffi*ffi**ffi*ffi*sffi**
APPROVED
oe /05/Lee6
0e /os/Lee6
03 /04 /tee7
AT ALL TIMES
P9 6-0142
APPLICANT JERRY SIBLEY PLI'MBING
P O BOX 340, MTNTURN CO 81645
CONTRACTOR JERRY SIBLEY PLIIMBING
P O BOX 340, MTNTURN CO 81645OWNER HOY ROBERT H JR
1107 RIM RD, EL PASO TX 79902
Phone:. 3Q38275736
Phone: 30382"15736
Pturbi ng---->
Ptan Check---)
Investigat ion>
tli l.l, cat l.----)
Restuarant Ptan Reviey-->
TOTAL FEES-----
75.00
1A 7\
.00
5.m
.00 Total Catcutated Fees---)
96.75 Additional, Fees-------->
TotaI Permit Fee-------->
Payments-------
MLANCE DUE----
96.75
.m
96.75
.00
96.75**ffi ffi ,ffi *ffirff *##ffi *lrHff rtffi rtffir*Hffi tM*ffinffi ffi *
Item: .05100 BUILDING DEPARTMENT Dept: BUILDING Division:09/05/1996 CHARLIE Action: APPR CHARLIE DAVIS
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CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE2. ALL WORK MUST COMPLY WITff THE 1994 UPC
,nlt**ft*!t *1a*ffiffi
DECLARATIONS
I_hereby acknovtedge that I have read this application, fitted out in fuLL the infornation required, compl,eted an accurate ptot
PLan, and state that att the infornation provided as requi red is correct. I agree to compl,y uith the iniormation and pl,ot pLan,to co[ply vith atL Torrn ordinances and state [avs, and to buiLd this structure according io-the Tovnr s zoning and subdjvisibn
codes, design review approved/ Uniform Buitding code and other ordinances of the Town appLicabl.e thereto.
REOUESTS FoR INSPECTIoNS SHALL BE tilADE TUENTY-FoUR HOURS tN ADVANCE BY TELEPHoNE AI 479-213E OR AT OUR OFFICE FROtt 8:m Ail 5:00 ptl
|*Contact Eagl-e County oParcel /f . TOl,fN OF VAfL CONSTRUCTTON PERI'IIT #
, APPLrcArroN uusr BE FTLLED ourWn!",t "L?tZt^* "or BE AccEprED
I********* ** *:l***************** PERMIT TNFORMATTON ************ *f ************** *,l -p{-nuirains gi-nrunring fi-nr""tricat 1 j-uechanibal [ ].-other
Job Name: 22 ,J ': ', Job Addre"r, .FBE<< sf,t'rlnt".- <W
, Legal Description: Lot
iltHt? "I,k'ii ff:il..*;Ii:!,"F#{93
Filing
'4/11
OFFfCE USE *::i1**t jr****r" ?"i ' .*,: ?l{i:+ ilr,t t'. -::,: t ., .s.,.j r:,1e,
BUITDJ;N€ FiAl3 -liF.:K l'iir.i;l
BIock
ceneral Description:
tsiJ f LDx;.' (; l!,=r1::.{f ,I- FltE :
PLUI'IBII\rG PERI'fIT FEE:
MAEHAN-II':AT PERMIT FEE:
IjIjiC:1,'[{-tti.1.f, i'EE :
oTli.Ein iiypE ,r)F FEE:
DRB F'Di:;
work class: t l-N^-- N1 I r t-Additioiar a/ew/t2s-Arteratj.on [ ]-Additional [ ]-Repair [ ]-other
g*:: ::: ]"'" :: :::""'"""''PaFaz'jff?='-- Gas Logs- Wood,/Pe}1et-
(*******W:yA1"2*********i*lJ"* #EgZ{rgts*********************************
I.".t_*l*: l42"JP E Ecrnrcer,ii_Sm. "- orHER: I
Number of Dwelling Units:Nurnber of Acgommodation Units:
t3{- P
Mech.a;..ical
.rNs7_rb"__
Mecll.a ical Cont-ractor: ,-__ __- _ _ lrlrr,wn of xl:aj-:i- i1:.r" lrl,r.Addre&rs;Phone ld'cii'?"i:i^:
* * * * * * * * * * * * * * rt it *.--! * * * * i i -.i i * :! * * ; ; *t'9R
edaresi: A1l:f;Si il:;""id;:I:Wjffi
Electrical cogtract2rz fupt . ,
--€F)-
Town of vail Res. No.l7?-EAddress: ph;;"-N"rb;;r"3i;'-d.-m-
VALUATION BUILDINI;:,
SIal;l$AfiiF;,.=:
ZON.IING:
SfGrtAfiIRlis
\r-jtil{S{ -'-1'- rjEPOSrr xEFIIilD nO:
tt "{r*// s/,re
75 3outh trontage roed
Y.il, color.do 81657
(303, 479-2L38 ot 479-2L39
TO:
EROM:
DATE:
SU&TECr3
ottlce of communlty deyclopmonl
ALL CONTRACTORS CURRENTLYL REGISTERED WITII THETOWN OF VAIL
TOI{N OF VAIL PUBLIC WORKS/COMMITNITY DSVELOPMENT
IIARCH 15, 1988
CONSTRUETTON PARKING & }fATERTAL STORAGE
rn sunmary, ordinance No. 6 states that it is unlawful for anyperson to litter, track or deposit ""V-"oifr-"J"f, sand, debrisor nateriar, including trash bunpsters, portable toirets andworkmen vehicres.upon any streetl =iaE*airl-;ii;y or pubticprace or any portiLn tneieoil--Tt," right-of-way on a[ Town ofvail. streets and.:?"9= is allroiinateiy 5 fr. -iri p.*r.r.nt.This ordinance w1r| be.;i"_i;iit"enforced bv the To$n or vailPublic works DeDartment. pers6ns found .riirriling this ordinancenirr be given a 24 hour rrit[""- ""ii""-t"-;;;;:"=.i.d nareriar.rn the event the person so notified.aoes noi-cilnp:.v with thenotice wirhin trr3_ za hour. ril;-;;;;i;i;;, "ii"'i,l'tric worksDepartment wirr remor/e said uate;iai-;a-irr.'""i#"e of personnotified- The provisions-or-trri]-".ai".;; :t5ii not beapplicable to c6nstruction, ,.irrt"rr.nge or repair projects ofany street or alley or any "tifiii"= in the righi_"_way.
To review ordinance No- e in fuII, please stop by the Tolrn of:::i"::i*i"3"Tf;ifmll"::-'"rIii" a copv. rirani< you ror y-ur
O!,tner)
75 routh ,ronlrg€ rold
u.ll, colorrdo 81657
(3031 479-2L38 ot 479-2L39 ottlce ot oommunlty dcuclopmaltl
BUILDING PERI{IT ISSUANCE TIME FMI,IE
If this perylt regui,res a Town of Vail Fire Departnent Approval,Ensineerrs (pubri" r:l$l review .no ipp"orri,'i iiiiitiini'b.pu.t .ntreview or Health Departm6nt review, anl'a-review by the BuildingDepartment, the estirnated tine ror'a-totat ".ui"" irv"iui!'i, rongas three weeks.
Al'l conmercia'l fraroe or sma'il) and arr mu]ti-fami'ry pennits willhave to folrow itre Smve mentt,ineJ-mi*.irr* requirements. Residentia.land.small projects shou'rd take a teiier'amount of time. However, ifresidential or smalrer.projects impiii the various above mentioneddepartments with reoard to-necessi"v-""ui"*,-i[;; ;;;j;"ii"*va'l so take the three-weet< perioO.
Every.attempt wi'il be made by this department to expedite thispermi't as soon as possibl e. - 'v s^!'re ' es r"'
I' the
frame.
undersigned, understand the plan check procedure and time
-,r zz /7.
5neer was turned into
Communi ty Devel ooment Departmenr.
t MEMORANDUM
ALL CONTRACTOFS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REQUIRED
TO:
FROM:
DATE:
RE:
Job Name:
Date:
Please ansuAr the following {uestionnaire regarding lhe need lor a 'Public Way permit.:-'-.-
YEs Gl\z1) ls this a new residence? /
./2) ls demolition work being performed ,r/that requires the use of the right
of way, easements or public prope(y? ,/3) ls any uiility work needed? V
,/'4l ls the driveway being repaved? /
,/5) ls ditferent access needed to site -/
other than existing driveway? t/
,/6) ls any drainage work being done L/
afieaing the right of way, easements, l'/
or pubfic property?
,/7) ls a'Revocabte Right Of Way Permit' l./
required?
,/8) A. ls the right of way, easements or ,_/public property to be used for staging,
parking or lencing? -./
B. ll no to 8A, is a parking, staging /
or fencing plan required by Community
Development?
!!V9u_ algwered yes to any of lhese questions, a "Public Way permit" rnust be obtained.'Public Way_ Permit" applications may be obtained at the Public Work's office or atC.o.TTq,ty Development. lf you have-any questions ptease calt Charlie Davis, the Townof Vaif Construction Inspector, at 429-215f..'
I have read and answered alllhe above
./a
Job Name
w)
Contraaor's Sig
PUBLIC WORKS PERMIT PROCESS
How it relates to Building Permits:
1) Fitl out our check list provided with a buildinq oermit aoolication.
lf yes was answered to any of the above questions then a "public Way" is. required. You can pick up an application at either Community Development,
located at 75 S. Frontage Road or Public Works, located at 1309 Vail Valtey Drive.
2) Notice sign otfs for utility companies. All utilities must field verify (locate)
respective utilities prior to signing application. Some utility companies require up
to a 48 hour notice to schedule a locate.
3) A construction traffic control/staging plan must be prepared on a separate sheet
of paper.An approved site plan may also be used. This plan will show locations
of all traffic control devices(signs, cones, etc..) and the work zone, (area of
Construction, Staging, etc..). This plan will expire on Oct. 1Sth. and will need to
be resubmitted for approval through the winter.
4) Sketch of work being performed must be submitted indicating dimensions (length,
width & depth of work). This may be drawn on the tratfic controt ptan oi a iite
plan for the job.
5) Submit completed application to the Public Works's otfice for review. tf required,
locates will be scheduled for the Town of Vail Electricians and lrrigation crew. The
locates take place in the morning but, may require up to 4g hours to perform.
6) The Public Work's Construction Inspector will review the application and approve
or disapprove the permit. You will be contacted as to the status and any thai may
needed. Most permits are released within 49 hours of being received, but pleasi
allow up to one week to process.
7) As soon as the permit is processed, a copy will be faxed to community
Development allowing the "Building Permif'to be released. Please do not confuse
the "Public Way Permit" with a "Building Permit" to do work on a project itself.
NOTE:
] Jh9 gbove.process is for work in a pubtic way onty.* Public Way Permits are valid only until ttovember isttr.* A new Public way permit is required each year if work is not complete.
cotqttsy
TOWN OFVAIL
o
D e pa nme nt of C omm uni r y- D e ve lo pm e nt75 South Frontage Road
Vail, Colorado 81657
303-479-2 I 3 8 / 479-2 I 39
FAX 303479-2452
t.
2.
IIFORUAEIOIf IIEEDED l{ltEtr APPLIIIfG FOR A UECIINITCAL PERIT|II
HEA? LOSS CALCULATIONS.
TO SCALE FLOOR PLAl.l OF MECHAI{ICAL ROOM WITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSICAL DIUENSIONS A}ID BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOU.
sHow srzE AND L,OCATION OF COUBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE V|HETHER ELEVATOR EQUIPMENT WILL AI-,SO BE INSTALLED IN
MECHANICAL ROOM.
FATLURE $o PRovlDE THrs rxroru,IArrot lfrrrl DETJaY roUR PERllrr.
3.
4.
75 louth frcntlga rold
v!ll, cdor.do E1657
€qD 47$2138
(308) 4?$2139
ofllce ol communlly dwelopment
NOTICE TO COMTRACTORS/OIINER BUILDERS
Effective June 20, rggLt the Town of v"ir Building Department hasdeveloped the forrowing procedures to ensure that new constructionsites h-ave adequatety established proper drainage from build.ingsites along and adjacent to Town of Vail roads or streets.
Tbe Town of Vair Pubric glorks Departnent will be required toinspect and approve drainage adjacent to Town of vail roads orstreets and tbe instatlation of tenporary or permanent culverts ataccess points from the road or street on to the construction site-Such approval must be obtaineci prior to any request for inspectionby the Town of Vail Building Department ror tobtings or temporaryel-ectrical or any other inspection. please catt 4'79-2lGo t;reguest an inspecti-on from the public works Department. Allow ami.nimum of 24 hour notice.
Al:o,_ the Town of Vail public Works Department will be approvingall fina-l drainage and cu]-vert instal_lation with resulting roadpacching as necessary. such approval must be obtained prlor toFj.nal Certificate of Occupancy iisuance.
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rsONE I'IUHEER
r{$rrrr*rrrrlTTii-fril ' . lb{-rrft rifrt r..*ltt19rtD rrrl I
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ltiiiliitt'r't':h#F,{"'ffiJ",ii$i'tit;"#iEi':ili:Cm;lg
ff ! tfilBi Il Hfllti i r;1.1'J!' tf, iiur,1,#im# g i;t il f l ; r
Rtcrrvro'rr,- l '-,* : v)'{.24".._-.__ [o^# lL.2j ,.-Lpnssrer rilrrlorlD or r.-_*,Fug[l.rr-rn ffi, ,, g i,'!-"*.,Lnrrrtor"o .-DrlAppRovED *n*r*,ffiffi0,.-a-.i!rl1ev.E._DllAppRovED' ttrt{mxt/coufiilTtr----_ _
i-T[C-]_nF Fi v r. rit_ii rTfiihr?BrrarteorEo T,,#"^Amllln'^?'0"" ell*^ rccrt t oN;"-;N;
'cNl
CIHry
paatg
F.O. 80x l5l7
August 20,
Sfnh, €ntetpzkea
vArL coLoRADO 81658
1996
Wcn t-wi nd at VaiLAssociation Board Member
548 S. Frontage RoadVi\i1, Coloiado 81657
This is an:updated letter reqarding the worl being done in unit #106at l/|lestwlnd at ValI. After the concern aborU the nebr Asbestos Ruling,myself andrMr. & Mrs. Robert Hoy decided thee it would be in in everyone,sbest interest to have the asbestos removed r,f,ther than covering it over.on the ceiling. we have contracted with Am€rican Abatement, rnc. ofDenver, Colorado to do the removal of asbestos frorn the ceil-inq and thevwiLl be reo3ronsible to get the State :)ermits "
The details of the work is to relocate the s,)uth bathroom in the sameroom nlus vanity according to the drawings 1::leviously submitted to you.Alr other work 1s minor i.e. moving a coupl,,: door ollenings andadd'i-ng canilights, dhanging of doors, addinq hardwood floor in livingroorn/kitchgn area etc.
T!_lg" have any questions, please feel free .Lo contact me at my office
( e70) 47 6-43'7 4 -
:
Thank you for your time, sincerely,
D. lKrohn
p.o. Box t5l7 vAtL. coLoRADo 81658 t)H. (303) 476.4374
tr
Flan
Approved il
Denied tr,4,
or70-#
adAJ- - noo>aec oA\I
,/)tpb /l//a+a//ilb
Valie itr' oi Pennil
Sec. 3o3ic) l{, U.B'c.
Burtd 7'^ireartfl&M=
rrrc
tr
En
of a permrt or aPPiovai ol PlanS afld
nol be construed to be a permlt tor, or an
olation of any of tile il:ov)srons ol this code
inance oi th: 1ui;s;i;.,-'n. l'he issuance of a
piarrs, spcc,ilc:ilo,i; :,rii rther data shall
ildinq official f rom thclenftel requiring the
s rn saici plans, specilicatigns and
-1e
oo
olgo-+-lsd
rJr,;Lt lDt
l'.J€rp "f3a t{
U)':s{ Lrl r.)N
Laqa,,rL $ grJt-4
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(-tl-,,:'-\,'.--J I i \_,,./
POWN OE VAI-L
75 S. FRONTAGE ROAD
'/AIL, co 81657
)7 0-47 9-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED
MECHANICAL PERMIT
ON JOBSITE AT ALL TIMES
Permit #: M96-0175
Job Address...: 548 S FRONTAGE RD WEST
Location : WESTWINDS UNIT #106
Parcef No..... : 2101-063-12-006
Pro-iect Number : PRJ96-0154
Status. .
applied.
Issued..
Expires.
Valuation:
#of Gas Logs:
ISSUED
lo /23/Lee6
1.0 /25 /ree6
o4 /23 /1e97
APPLICANT JERRY SIBLEY
P O BOX 340,
CONTRACTOR JERRY SIBLEY
P O BOX 340,
OWNER HOY ROBERT H
1107 RIM RD,
PLUMBING
MINTURN CO
PLUMBING
MINTURN CO
JR
EL PASO TX
8164s
81645
79902
Phonez 3038275736
Phone z 3038275736
Description:
MECH FOR BATH ADDIT]ON ONLY
Fireptace tnformation: Restricted: #0f Gas Appl''iances:
500 .00
#of [ood/Pal. Let:
i***************************t*******ffi**ff******ff******** FEE sulftARy *******#**t*******************ffffi*#****#ffr*ffi***'(
l,techrn i ca [---> 2O.OO Restuarant Plan Review--> .OO Tota! Cal'cul'ated fees---> 28'00
Ptan Check---> 5.OO DRB Fec--------
lnvestigation> .OO TOTAL FEES-----;iii-a"ir----> 3.oo lillil:";;;:_::_:_::__:_i ":33
r*********tr******ff*tr****ff*t**********Jr****i************t*t****ff(**********lr*****ffi*J(t**l***i**t***ff*nt*********S*****S****
Item: .O51OO BUILDING DEPARTMENT - -- --pgPt: BUILDING Dj-vj-sion:
i672i/i996-CHARLIE- EbLiON: APPR CHARLIE DAVIWi[6fr;,ds6oo-FTiin-DepARTMeNT Depr: FrRE Dlvfsron:
IO/23/1996 CHARLIE Actionr APPR N/A
CONDITION OF APPROVAI,
L. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
* !k * * * * * * * * * ** * * **** * * * * * * * * * * ************** *** * * * t * * * * **** * * * * * * * * * * * * * * * * * * * * * *
DECLARATIONS
I hereby acknoHtedge that I have read this apptication, fitted out in futt the information required, conPteted an accurate ptot
ptin,
"'na
state thit atI the infonmation provided as required is correct. I agfee to compty Hith the infofmation and.ptot.ptan,
io cornpfy vith att Toyn ordinances and state [avs, and io buitd this structure according iothe Toun's zoning and suMivision
codes, design review approved, tniform Buitding code and other ordinances of the Town appticable thereto.
REAUESTS fOR INSPECTIONS SHALL 8E I'IADE TIJENTY-FOUR HOURS IN I 179-2138 OR AT OUR OFFICE
SIGNATURE OF OIINER OR CONTRACTOR TOR HI}iSELF AND
F ROt{ 8 : 00 Al{ 5 : 00 Pl.l
l***************************************************************
TOWN OF.VAIL, COLORADO Statemnt
******.t*********************************************************
Statemnt Number: REC-0235 Amount 28.O0 LI/Z5/SA tO:Ot
Payment Method: CHECK Notation: #19079 Init: MAC
Permit No: M96-01?5 Type: B-MECH MECHANICAL PERMIT
Parcel No: 2101-063-12-006
SiTe AddTESSI 548 S FRONTAGE RD WEST
I-,ocation: WESTWINDS UNIT #106Total Fees: 28.00
This Payment 28.00 Total ALL Pmts: 28'00
Balance: .00
****************************************************************
Account Code DescriPtion Amount
O]" OOOO 4L3I2 MECHANICAL PERMIT IIEES 2O.OO
01 OOOO 4L332 PLAN CHECK FEES 5.OO
OI OOOO 41336 WILL CALL INSPECTION FEE 3.OO
o
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 8165'1
97 0-47 9-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PermitPLUMBING PERMIT
AT ALL TIMES
P96-0r42
Job Address
Locabion...
Parcel No..
Project No.
548 S FRONTAGE
WESTWINDS UNIT
2101-063-12-OO6
PRJg 6-0154
RD WEST Status. . .
#106 Applied..Issued...
Expires. .
I S SUED
oe /05 /7ee6
oe /05/res6
03 /04 /ree7
APPLICANT JERRY SIBLEY PLUMBING
P O BOX 340, MTNTURN CO 81645
CONTRACTOR JERRY SIBLEY PLUMBING
P O BOX 340, MTNTURN CO 81645
OWNER HOY ROBERT H JR
110? RtM RD, EL PASO TX 79902
Descriplion: RELOCATE BATHROOM MOVE FIXTURES Valuation:
*rt*rHntfrr**ffr*ffit*ffffi****t**fft*ffi**ff**f******ffi FEE SUllllARY
Phone: 3038275736
Phonel. 3038275736
4, 250 . 00
P tumbing----->
P [an Check--->
Investigation>
Uitl. cal, t--->
Restuarant Ptan RevieH-->
TOTAL FEES-----
75.00
18.75
.00
3.00
.0O Totat Catcutated Fees-->
96.75
96.75
.00
.75
Addi t ional, tees--------->
Totat Pernit Fee-------->
Paynents-------
******ffi*****rr.*,t**ffiffi*********r*******************nn**********rr*********ilfllli#i;;;;;;;;;iii************if***
ITem: O51OO BU]LDING DEPARTMENT Dept: BUILD]NG Division:09/05/7996 CHARLIE Action: AppR CHARLIE DAVTS
***********************ff***tr*************ff***t******ff**********t******i*******************************ff******t**************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REO'D TO CHECK FOR CODE COMPTIANCE2. ALL WORK MUST COMPLY WITfl THE 1994 UPC
*t***lrt*ftff*********ffi'httt***tr*ff***Jr***ffi'H**********ir****ff**************ff***************t****************ff******ff*ff***
DECLARATIONS
I hereby acknowtedge that I have read this apptication, fitted out in fuLt the information required, compteted an accurate plot
ptan, and state that al[ the information provided as required is correct. I agree to compLy uith the infornation and pl,ot pl,an,to compty lrith att Tolrn opdinances and state taus, and to buil,d this structure according to the Totn's zoning and subdivision
codes, design reviev approved, unifor[ Buitding code and other ordinances of the Town appticabl.e thereto,
REOUESTS FOR INSPECTIONS ShALL 8E }IADE TIIENTY-FOUR HOURS IN ADVANCE BY 2138
-
o
!Jestwlnd
mal-ching
Rusty Spike Enterprises has perrnission from the
Condominium Association to r:epJ.ace <,-.xist.i ng slider wi t.h
updated unit which mee l-s Town of Vai.l_ buildinq codes.
t\lil 1,
Jcff J;:cobs Wll])ropc rl-y Mana<;e, I y
WcsLw j rrd Corrdornirriurrrs I f'
AT VAIL
Ot: [-obc r' 22, .l 99fi
TO: Town of VaiL - Building Dept.
FROM: Westwind Condominium Association
RFj: Unit 106 Patio Slider replacenrent.
548 S. FRONTAGE RD. VAIL, CO 81657 / (303) 476.UVEST
o E,LDON T. GHE,NT O
1425 Longs Peak Drivc
Fort Collins, Colo. 80524
(3'$) 482-6832
?70
tol19196
Michacl Kroth
Rusty Spike Ent. Inc
Box 1517 Vail CO 81657
h{ihc:
As per our plrone conversation yestcrday, ltcre is the rvritten O.I( to go
ahead with installing the sliding glass rloor, rvith the nerv clad type door. As
lye discussed on the phone you stated that the door would not have a
noticeable difference in color or style from the outside of the building and the
color will be close to the color now on the door.
I shoultl mention tlrat alt work must bc complcted at least l0 days prior
to Thanksgiving. I am sure that you can make tlris goal.
Iildon Ghcnt
'VH./'.J- -/ /
REFT131 TOt^lN OF VAIL, COLORADO
tr/Ae/96 o6:58 REOUESTS FOR INStrECTION t'fDRK SHEETS FORTIL/E?/96
Activityr 896-tDP63 tl/ee/96 Type: A-ltlF
flddress: 548 S FRONTAGE RD WEST
Location: WESTWINDS UNIT * 146
PA6E 6
AREAI CD
Stat ug : ISSUED Constr" I AIv'lF
User V 1-HRFaree I : 81O1-063-le-BO6Description: RELOCATE BATHRUOM AND CHANGE
Applicantr RUBTY SF'IKE ENTERFRiSES
Ownet': HOY RUBERT H JRContractor: RUSTV SFIRE ENTERFRIgES
Occ:
DOOR BPENINGS
Fhone z 3th34764374
Fhone:
Fhone z 3Vr34764374
Locks, Holds,
ACTIVITY
Not iee:
afld Not iees. . . .
FIREF'LNtrE NT]T APPROVED UNTIL REGRT]UTED F'ER FIRE FIARSHALL
Inspeet i on Request Infonmation.....
Requestor': MIKE - RUSTY phone: 476-6599
Req Time: tZtl:OQ Comnentsr 845*4307FAGER
Items r^equested to be Inspected...
OA337 trLAN-FINAL C/O
Act ion Com nent s Time Exp
Inspection History.....Itenr StOSlO driveway grade final
Itemr OA01A BLDG-FootinBs/5teel
. Itenr OOttE0 BLDG-Foundation/5teel
t- ' Iten: OerS?O PLAN-ILC Site trLan
Iten : ArtZrOSO BLDG-Fnaming
Itenl o'4446 * * Not 0n File * *
Item : laBBSO BLDG-Insnlat ion
Item: @6460 BLDG-Sheetrock Nail
Iten: gtOrZrSO * * Not On File * *
Itemr (t6670 BLDG-Misc.
Item r 6rara9CI FLDG-Final
Item: 0€t530 BLDG-Temp. tr/tr
Iternr 00531 FIRE-TEMP. C/O
Iteml @0538 F'IJ-TEMP, C,/OIteml AtA533 trLRN-TElYlF,. C/0Itemr 00537 PLAN-FINAL C/0Item: gt'453B FIRE-FINAL C/O
It en r rAra539 trW-FINAL C,/OItem: OA54A BLDG-FinaL C/0
REpTlsrrr/ee/96 66
TOWN CIF UAIL, COLORADtr F'AGE 5
r58 REtrUESTS FOR INSFECTION I'JORK SHEETS FORzII/E?./96 AREAI CD
.t
tr96-C'14e Il/e?/i6 Type: B-FLNB Status; ISSUED Constr: AAtrT
548 S FRONTAGE RD WFST
WESTWINDS UNIT *Tg16
a 101-463- t e-oct6
RELOCATE BRTHROOM MOVE FIXTURES
JERRY SIBLEY PLUMBING
HOY ROBERT H JR
JERRY SIBLEY PLUMBING
fletivity:
Addness r
Locat i on;
Far*ee I :
Descri pt i on;
Hppl icant r
Own er:
Gont raet or^ :
Oec: UEe:
F,hone: 3O38t75736
Fhone:
Phone : 3OJ8875736
Inspect i on Request
Requestor: MIKE -Req.Tine: Ol rOO
Itens requested to
OOZ9O trLMB-Final
Information.....
RUSTY SF.IKE
Eonnent g t 843-4E07trRGER
Fhone: 476-6599
be Inspected.Act ion Connent s Tire Exp
Insp-e,etion History. . . ..'Item : o;Aeto FLMB*Underqround
Item : q@E?a trLMB-Rough/D; Ll. v.
L7/L1196 Inspeeton: CF
Item:
It em:
Item:
Item:
Item:
Item:
Item:
AOEE5 FIRE-SPRINKLER RDUGH
AOaSlA PLMB-Rough/Wat et'
ll/LLl96 Inspector: CF
@q"44 PLFIB-Gas triping
0OaEA trLMB-Pool/Hot Tt-tb
'aEte60 trLMB-Misc.
00e9O PLf{B-Final
OA53A FIRE-FINAL C/O
Act i on: AFtrR AtrFROVED
Act i on : AFPR AF.trROVED
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.vailgov,com
October 14,2005
Westwind Condominiums
c/o Duane Gonzales
548 S. Frontage Road
Vail, GO 81657
Re: Westwind Condominiums GRFA AnalysisMestwind Subdivision
Mr. Gonzales,
This letter is being sent to inform you of Staff's findings regarding the addition of a powder room to Unit
105 within the Wbstwind condominium project. Staff has found through performing research of the
Westwind Condominium files that there is cunently constructed 36,253 square feet of Gross Residential
Floor Area (GRFA) on the property. Under the Lionshead Mixed Use-1 zone district the property is
entitfed to SiZ,qO square f6et of enfn. Therefore, there is more than enough GRFA remaining to
submit a Design Review application for an addition measuring approximately 36.7 square feet per the
attached plan you provideb. In addition to submifting a Design Review application you will need to
amend th'e Cohdominium Plat for the Westwind Condominiums to incorporate the common element
under the stairs into your unit. This is done by filing a new condominium plat for the Westwind property.
Please review these comments and if you have any questions regarding this letter please contact me at
970-479-2148.
Wi{resards, n A ntt| | tr U lilt'WaMLA WM"',,
wJnenCampoett-- | -l
Senior Planner
Cc: File
f19 "t"*""o t t""
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olign Review Action Ffn
TOWN OF VAIL
Category Numbet
Projec't Name:
Building Name:
Prcjed tleeciption:
Omer, Address and
Architect/Contact, Address and Phone:
L€gal Dsscriplion: Lot _ Blod<_Zone District
1-
PrQact Street Address:
Motion by:
Scconded by:
D Approval
! Disapproval
!:sarnpprwat
Gonditons:
!_-..-t-- l .-14, l)\| , \_/
tau|,$ ?nans
V -r,1 a^)-6q174 3lJ'to<
APPLTCATTON FOR ADDTTTONAL GRFA (250)
_ Type ll EHU 2S0
Type V EHU 2S0
II. PRE.APPLICATION CONFERENCE
A pre'application conference with a member of the planning staff is strongty encouraged to
discuss the provisions under which additionat GRFA can be added to a sit6. lt should be
underslood that this ordinance does nol assure each property an additional 250 square feet ofGRFA. Rather, the ordinance allows for uo to 250 souare fe-et it the conditions sei forth in
Chapter 18.57 or Chapter 18.71 of the Town-f Vait codAFmet.
Applications for additions under this section will not be accepted unless they are complete.
This includes all information required on this form as well as Design Review Board submittal
requirements.
III. APPLICATION INFORMATION
LocATtoN oF pRoposAL: Por" # a, lo I' o Q 3' I Ac a {
nooress 5/R SFv^..,,uafr,gg. R&
Legal Description:Lot Block ' Filino
Zone District
C. NAME OF APPLICANT:
B.
Address f,O Lun€ ?S Gn./d
D.NAME OF APPLf CANT'S REpRESE NTAT:yE M i k . //o , e //n rs t
E.NAME OF OWNER(S);
t' Slgnature(s
v Obt,-nq'a s (:n /
Address 53ilrvt apL ,.,.",.r on6Zot-gaq-Fbra
F' Filing Fee of $200.00 is required at time of submittal ot a standard 250. For a
request involving an EHU, the fee is waived.
Address
A. PROJECT DESCRIPTION
7.oo e& uq36 4w*l,V,pO
ro sIBp oe urrr!,r^ luwlrdd' eql Iq u,r or or' or ppd aq rpqs u':ffd{allriiX?#filXtilunou' orfl t0 ssacxo u! umor eql rq per.rncu3 sasuedx3' ruiqrooe aql ot pauinror0q lpqs ruqlnsuoc aql ot plBd uooq lou s^Erl qclq^ tuettnsuoi eq1 10 lueur{ed rolluec;1dde ettl Iq pepremJof spunl eq1go fue 'luqlnsuoc aq rq uopeqtdde aqt lo ^
o!^areqg 1o uoge@uoc uod61 luauyedeg luaudo;eneg,rrrunru'rojaqi qrr^ uopec;pdes!t{ solll eq oulll eq1 1e luec;1dd-e eq1 Iq u^ oI atn ot papre^loi'oq ller.{s lunourpsrrfi pue roq ,o urrr.r
^ed
ol ,0essoceu ,{euou fo.unotue b$ 5te'u,nse tirzqs il .ruBunsuos
oplslno uB aJlq r{eu: tuetupedag lueudopaeO lUunullob eqi luoRecndde,(ue
l^ar^s, ol p'poou sl lupunsuoc oprslno up lBqr gels unnol aqt ,(q epeur'aq uolleuluJ,olapB prnoqs 'rBls ur ol uE-r{l Jaqlo srueunsuoc ,(q a,rene.r ej;nber reu irruir,rruioS
eq1 uo lcedu:1 1ueq1u61s B oneq Ietu-qclqnn senss; .raqlo.ro asn puel .uesep
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FEEJF..cJ!FFu!Ei
VIILUATXON$ 0'$ l0,o0og 10r oo1, + 50, ooo: f 50'001 ' $ 150'009
+150,001 's 500,000' *500,001 '$1,000,000
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DEgrgN RFVTEH EO4nD APPROVATT EXFTRE$ ONE. YEAR AFTEF FTNAIT
trFioihlrwrrisg-d suflDil{a Frnilx* Ii IttUlD rm Ctrtttuouotf
Ig g[ARE!D.
Best
copy
Available
IJEGAL DESCRIPTION: LOT_ BIJOCK
A. BT'II.DII|G TTIATERI.IIIS:
Roof
Sidinq
Other WalI MateriaLs
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or oeck Rails
FLues
Fl.ashings
Chinneys
Trash Enclosures
Greenhouses
Retaininq WaLLs
Exterior Lighting
Other
I-AI{DSCAPING:
Ili vn t
nicl*-
I,IST OF IIATBRIAI,S
1YPE OF ltAfERfAIr
ST,BDIVISION
STREET ADDRESS 6Cf P S_-}-,1p-U+.AtrE 2E
The folLowing information is required for submittal to the Design
Review Board befrore a final approval can be given:
COITOR
\l(- p.Aa ltr Sr -rcr l€. S
(\e.t Rr:at &
a_ae4
(?r,, A\n 6s,^ ' , ly , 'r',r. J
llA her nal {\ aine s
/1ftt,lllPai'\t<-E brieK tau l6
I h" d.;o,r S
tlrn.etal
vr^*,fa/
***o I
I in pc,r k ; nX 3a na.cnz
A/ a-
bX 0 )a
^/A
Name of Designer:
Phone:
/t/,+
lo r"
ex-le
B.
v\^^Y p)a i l^r s *o l'€ do co h ple-/ s
PIJANT UETSNT:
PROPOSED TREES
AI{D SHRI'BS
Botanical Name
/yA
*Indicate caliper for deciduous trees. Mininnrm ealigerfor.deciduous trees is 2 inclres. Indicate height forconiferous trees. Minirnun heicht for coniieroustrees is 6 feet.
c.
**Indicate size of proposed shrubs.5 qall-on.Mininn:m size of shrubs is
T\,/De /7/4 Square Footacre
GROI'ND COVERS
soD
SEED
TYPE
OF TRRIGATION
TYPE OR METIIOD OF
EROSION CONTROI,
IJAIiIDSCAPE LTIGHTTNG: If exterior light,ing is proposed, please
show the nurnber of fixtures and locations on a separatelighting plan. Identify each fixture from the J.ight,ing planin the space beLow and provide the height above grade, ttpe oflight.proposed, lumen outpuE, luminous area and a cut sheet ofthe light fixture. (Section 18.54.050 J)
oTttER IJAlitDscApE FEATI'RES (retaining waLlg, fences, swinningpoo1s, etc.) Please specify. fndicate heights of retainingwalls. Maximum height of walls within the front setback ig3' . Maximun height of walls el.sevrhere on the property is 6' .
/t/ 4
D.
t/
3 OS!4f
reF
elaRK*@
'*"'i*nh
ITOR7JAN
Wg-
COKKIX]?F.
EFN
fti65+
OEDF@Mw4s2, It,-6r
sec.t.roN'A
KITCHEN@
'ICATES
LINE OF
rl-CONY ADoVB
T LIVINO KM''wa
@.,
O.r4:
t
/-. ' *'
Mike llazelhorst
Contractor for Jim Beedie
tlestwind Condominiums
*305 Renovation APProvals
owners of surroundins urrit-s l.^v-*t.L ;lif.
304- rin Beedie 6t?4olT.; t*]Ja,s
306- John Fugelstad
820 Heatherton
NaPerville, Ill 50540
404- Jim Beedie
405- Oakah Jones
1435 Wagontrain Drive S.E'
Albuquerque, NM 87I23
Surrounding ProPerties-
Vantage Point
5Og E. Lionshead CircIevail, Co 81657
Landmark Condominiums
610 l{. Lionshead Circle
Vail, Co 81557
Lifthouse Lodge
555 E. Lionshead CircleVail, Co 81557
lf rer'r
"irrti;ffiEYoun
PRoPt*l
NOTICE lS HEREBY GIVEN that the Planning and Environmental Commission 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 June 24, 1996, at 2:00 P.M. in the Town of Vail Municipal Building. In consideration of:
A request for an interior remodel, utilizing the 250 Ordinance, located at
2943 Bellfloweil Lot 4, Block 6, Vail Intermountain.
Applicant:Frank Bannister
Lauren WatertonPlanner:
A request for a conditional use permit to allow for the alteration of the VailTransportation Center,
focated at242S. Frontage Road.
Applicant: Town of Vail Public WorksPlanner: Dominic Mauriello
A request to construct a trailhead parking area, located at Red Sandstone Road/Parcel A, Lions
Ridge lstliling
Applicant:1Oth Mtn. Division
Russ ForrestPlanner:
A request for a conditional use permit, a density and front setback variance to allow for a Type ll
EHU above the existing garage, located at227 Rockledge Road/Lot 13A, Block 7, VailVilldje 1st
Filing.
Applicant: Steve KirbyPlanner: Dominic Mauriello
A request lor an interior remodel utilizing the 250 Ordinance, located at 427 Forest Road/Lot 4,
Block 2 Vail Village 3rd filing.
Applicant:
Planner:
Please call 479-21 14 voice or 479-2356 TDD
Henry Kravis
Lauren Waterton
-- I 4 request for.an interior remodel utilizing lhe 250 Ordinance, located at 548 S. FrontageIIloadA /estwind Condominiums, Unit #3-0S.A- npplicant: Jim Beedie, represented by Mike HaselhorstPlanner: Lauren Waterton
4I_e_qu^qst lor a minor suMivision of Lots 2 and 7/Block B, Vail Das Schone #'t, located at 2446 and
2450 Chamonix Lane.
Applicant: Karin ScheideggerPlanner: George Ruthei
A request for a worksession to discuss a parking and retaining wall height variance to allow for the
construction of a new parking area al the Lodge at Lionsheadl bcated et 380 East Lionshead
Circle/Lot 6, Block 2, Vail Lionshead, 2nd Fiting.
Applicant: Lodge at Lionshead, represented by Ric FieldsPlanner: Dominic Mauriello
ililililil
Sign language intepretation available upon request with 24 hour notification.
for information.
Communhy Development Department
Published June 7, 1996 in the Vail Trail.rrfffr,
o
WESTWIND AT VAIL
APPLICATION FOR REMODETING
(APPROVED APRIL 1,1996)
MAIL OR FAX THIS APPLICATION TO:
ED LAIPERT 420 S. FOREST STREET DENVER, CO 80222
PHONE: (303) 388-2437 FAx: (303):38J:1494
DATE- suBMrrrED: 4 *:9b UNIT NUMBER:3o.(
NAME OF APPLICANTs
HOME PHONE NUMBER
NATURE OF I},TPROVEMENTS:
\,,i|L gwrr ll t,,i"'\o- , l, l-l e^L in uJ itA exi sli nb
{r., '^^. l. g + i '^f<., s",,*h Sfa;ll
LIST ON ELEMENTS THAT WILL BE EFFECTED (COMMON WALLS,
ELECTRICAL,PLUI,IBING, HEAIIN STEM ETC.) AND HOW rH
EFFECTED:I
l.tr\l BE
.'-F-
VAIL PHONE
^f;(ATTA A SECOND SHEET IF NECESSARY. A SKETCH OF ALL IMPROVEMENTS
SHOW LOCATIONS ANDMUST BE ATTACHED TO THE APPLICATION TO
DIMENsIoNs. ) ft1i c-Va e- l - l{q sc.t ho n Sf
NAME OF
ADDRESS:
CONTRACTOR:t^R
HONE N ER9
AGREEI'TENT: I UNDERSTAND THAT ALL REMODEL PROJECTS MUST BE APPROVED
BY THE BOARD OF DIRECTORS. PROJECTS MAY NOT START UNTIL AFTER THE
SCHEDUI,ED CLOSE OF SKI SEASON AND MUST BE COMPLETED AT LEAST 10
DAYS PRIOR TO THANKSGIVING. I AGREE TO OBTAIN ANY NECESSARY
BUILDING PERMITS FROM THE TO}TN OF VAIL AND SUPPLY A COPY OF SUCH TO
THE PROPERTY MANAGER I FURTHER AGREE THAT NO COMMON ELEMENTS OF
THE BUILDING WILL BE EFFECTED OTHER THAN THOSE S,PECIFIED ABOVE'
0f t^r+
f
DATE:4.9-?O srcNAruRE,n;/aJ******************************************
RECEIVED BY:
PROJECT INSPECTED BY;
X o"r*ouro
REI'{ARKS/COMMENTS:
DATE:
g+2, FqgI--,p^Y-DArE t h? (-"e1
DI SAPPROVED o*et ?Ar ?./791
BONDED CONTRACTORS. A COPY OF THE CONTRACTOR'S WORKERS COMP
t
******************** **
COMPLETED PROJECT INSPECTED BY:
REI.IODEL ING CONS IDERAI IONS
DATE:
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DATE JOB NAME
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AM PM
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tr REINSPECTION REOUIRED
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" PLYWooD NAIL|NG tr GAS PIPING
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. AppLrcABroN MUsr BE FrLr.,ED our colrpr,ErEr,y oR rrnittl( ssti'|.{t$EV,€tFFp{
f,****************t************
PEII!{IT TNFORT,IATION *.***************************
I J-Building [ ]-P1unbing ffi-Electrlcal lxl-Uechanl.cal I l-other
\ajetr,.lratD GAPAC€Job Narne: @ Job Addreeez -WuJ E S-rt^Jl dO er^J Oofrll,J I tr/y\^SLegal Description: Iot Block_ Siltng susprvrsroNt
'' -STIJ|615 CoNOOmr$l(r"\^owners Naue: *= Assoc{Frr,b*r 'fEaress: @Prr.Ll16-q318
Architect, =il Address: m*ffi@General Description:'\.rJ€3]-r,Jr ND GAA p{eL AeZ SPfrrdl<l€f- 5-167<,1^
V AtL) cAL_oehN
t'
Work Class: [ ]-New [ ]-Alteratton fil-AddltLonal [ ]-Repatr [ ]-Other
Nunber of Dwelllng UnLts:s7 Ntunber of Acconmoda tLon unitsz 37
^ llpnber and Tlpe of Fireplaces: cas Appllances- cas Logs-6lDr"rr et 3'bv
fi********************************* VAI;UAUONS ** *****************************r*
tiuttorNe: S Er.,EctRrcArJzt G86,s8 orHER: I
^ BLII,{BrNGr -- }rEcrrANrcAlrl@- TorAL: @
I********** ** ***********.t** CONTRAQIOR INFORITIATION ***************************/lenerat contractor: Tonn of vall Rec. No.Address: Phone Number:
ElectrLcaL Contractor:At
Address: -P.o.
Plunbing Contractor:
Address:
Mechanical Contractor:
Address: f o.Box 5o8o
**** * ***** * * ****** * t * * ** * **** ***FOR
BUTLDING PERMIT FEE:
PI['}'BING PERMIT FEES
I{ECIIA}IICAIJ PERT{IT FEE :
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
.*Hgrrrs(-Town of Vail Reg. No. /O3-P
Phone Nunber: qqq- t'IqT
oFrrcE usE ******** ** *********************
BUILDTNG PI.AT{ CHECK FEE:
PIUI'IBTNG PIAN CHECK F8E:
IIIECHANICAI, PIAIT CHECK EEE: TRECREATION TEE:
CLEAN-UP DEPOSIT:
ToTAL PERI.III rEES: -5.3/ --
/) / t
BuTLDTNG: ,4'Z / - 4-H'qf
SIGNATT'RE: '-
ZONING:
SIGNAN'RE!
Reg. No. /98-s*1-9t&o
COntrnentS:
CtEAf llP ITXPOSIT 8@_!qi \^)gsTurrOD COt!0OrntNrrr,rr\S
,t
lmno llal
t5 aoulh lrontrrga rord
Y!ll, colorrdo E1857
13031 479-2138 or 479-2139 olllce ol communlly dcvclopmrnl
BUILDING PER}IIT ISSUANCE TIME FRAME
!f this perylt lgqu.rlres a Town of Vail fiire Department Approval,
Engi neel hs..(.Pub,l i9 Works) reyiew and approval,' a pl anni ng' Oepartmentrevfew Qr.Hea'lth Department review, and'a review by the Euiliing
Department, the estimated time for a total review iray take as l6ngas three weel(s.
All comnercial (large or small) and all mu1ti-family permits will
have to follow the above mentioned maximum requiremlnts. Residentia'land-small projects should take a lesser amount of tjme. However, if
fesi.denti.al or smaller projects impact the various above mentioned
departments wi.th regard to necessary review, these projects mayalso taRe the three week period.
Every attempt will be made by this department to expedite thispermi:t as soon as possible.
I, the undersigned, understand the plan check procedure and time
frame.
Corrnuni ty Development Department.
:
75 aoulh tront ge rold
t|ll. colorado E1657
(303) 479-21.38 or 479-2139
TO:
EROI.I:
DATE:
su&TEqt:
ottlc. of communlly dcvelopmcnt
ALL CONTRAqTORS CT'RRENTLYL REGISTERED WITH TIIE
TO!{N OF VAIL
TOI{N OF VAIL PUBLIC WORKS/COMMLNITY DEVELOPMENT
UARCH 16, 1988
CONSTRUCTION PARKTNG & MATERIAL STORAGE
rn sunrnary, .ordinance No. 6 states that l-t is unlawful for anyperson to litter, track or deposit any soil , rock, sand, debrisor naterial , including trash dunpsters, portable toileti andworkmen vehicles upon any street, sidewalk, al1ey or public
PI?9e 9r any portion theieof. The right-oi-way on atl Town ofVaj.I streets and-roads is approxinately 5 ft. 6ff pavement.This ordinance rrirl be strillry enforc6d by the Toin of VailPY!lr-" I{orks Department. persons found vi6lating this ordinancewill be given a 24 hour nritten notice to remove-said naterial .In the event the person so notified does not conply with thenotice within the 24 hour tiroe specified, the puific WorksDepartrent wlll remove said uateliat at ihe expense of personnotified. The provisions of this ordinance sfriff not beapplicable to construction, naintenance or repair projects ofany street or alley or any utillties in the rlght-a-way.
To review Ordinance No. 6 in full, please stop by the Town ofVail Building oepartment to obtaln I copy. rirani< you for yourcooperation on this rnatter.
Read
Y
and acknowledged by:
?At -Date
75 south frontage road
vall, colorado 81657
(303) 479'2138
(303) 479-2139
oflice of community development
NOTICE TO CONTRACTORS/OWNER BUILDERS
Effective June 20, L99L, the Town of Vail Building Department has
developed the following procedures to ensure that new construction
sit.es have adequately established proper drainage from building
sites along and adjacent to Town of Vaif roads or streets.
The Town of Vail Pubtic Works Department will be required to
inspect and approve drainage adjacent to Town of Vail roads or
streets and the install.ation of temporary or permanent culverts at
access points from the road or street on to the construction site.
Such approval must be obtained prior to any request for inspection
by the Town of VaiI Building Department for footings or temporary
electrical or any other inspection. Please ca1I 4'79-2160 to
request an inspection from the Public Works Department. Allow a
minimum of 24 hour notice.
AIso, the Town of Vail Publj-c Works Department will be approving
all final drainage and culvert inst.allation with resulting road
patching as necessary. Such approval must be obtained prior to
Fj.na1 Certificate of Occupancy issuance.
TO:
FROM:
DATE:
SUBJECT:
MEMORANDI'M
AII Architects, Contractors and Surveyors
the Town of Vail
Communit,y Development Department
April 3, 1991
Survey Requi.rements
Doing Work in
The Town staff would like to make the 1991 buiLding season a
smooth one for all contractors, architects, surveyors as weII asthe Town. Staff has identified a few problemg, that surfaced a
number of times last surnmer which can be avoided without muchadditional work. With the following policies, we think we canprevent most of these problems. If you have questions, pleasecall our office and request to speak to a planner so they canhelp you.
Of the seven policies listed below, five simply clarify thepieces of information the Town currently requires. The Last twopertain to projects involving setback or height variances or
those built by owner/builders.
A. Suzrrey Policy CJ.arifications
1. Improvement Location Certificate (ILC). An ILC wilL be
required prior to any framing inspections t.o verifythat height and setback standards have been met. No
framing inspect,ions will be scheduled until the ILC isapproved. Please allow two working days from t.he Linethe ILC is submitted to the time the inspection can bescheduled. Listed below are standards for theinformation t,o be shown on the ILC. Architects andBuilders should be aware that discrepancies exist in
established monumentation in the Vail Valley. Please
consult a surveyor to verify monumentation prior to
developing plans for a site.
2. Format for ILC Information. On the survey prepared forthe framing inspection, indicate the highest points ofthe roof ridge using a symbol. Staff will indicate
on the approved field set of the building permit
drawings whj.ch ridge(s) need to be shot. Thecontractor can then let the surveyor know whatinformation is needed. The roof plan does not need tobe drawn on the ILC. The planner will overlay the
survey on the approved building permit plans. The roofridge points identified with the symbol on the ILC
should align with the roof plan on the town's set ofbuilding permit plans.
3.Roof Heiqht. On the ItC, the surveyor should not,e the
roof naterial (if any) on the highest point of the
ridge whlch exists the day of the shooting. The
planner will add the dlmensions of aII other naterials
lexcept a cold roof vent) which will be built in tbe
following weeks. For example, if only the ridge beam
has been constructed the day of the shooting, the
surveyor should noLe that on the survey and then the
planner will add the dlmensions of the insulationt
sheathingr €tc. to verify that the finished product
will not exceed'the height limit. Ridge height will be
measured to the top ridge of the sheathing. On tbe
attsached diagrams' the point ldentified with an
asterisk is the top ridge of the sheathing. A cold
roof vent, not exceeding 12 inches in height, measured
from the sheathing to the top of the shingles, is
considered an architecturat projection and will not be
included in the height.
Setbacks. When specifying the distance of a setback onthe ILC, note the naterial existing on the structure
the day of the shooting. Planners will then add any
waLl material to what is shown on the survey in order
to determine the final distance of the setbacks in the
same way that $rill be done for height. If ledges or
supports for rock veneer or any other facing material
have been built, into the foundation, measure the
setback to that exterior point (see diagram below).
Final distance will be rneasured from the outside edgeof the exterior wall mat,erial .
4.
Benchnark. on the ILC1 identifythe basis of the elevat,ions. If
used throughout the construction
measurement of a building should
the benchmark used forthe same benchnark isprocess, the
be consistent. As
long ag the same benchmark is used for every shooting,the bullding can be measured accurately and should not
5.
excfed tbe height limit. Items which make good
I
benchmarks are sewer inverts, section corners, andproperty corners. Do not use manhole rims, the asphaltin streets, or fire hydrants.
B. Survay Requirements for Projects witb Variances and
Recopnendations for Orner/guilder Projects
For owner/builder projects and devel-opments that have
varj.ances for setback or height, Town staff believes thefollowing survey information will be helpful . Staff
encourages all owner,/builders to provide this information to
avoid projecL layout problems that in turn affect height and
setbacks, but rill only require these itens f,or projectsiavolving variances.
6. For owner/builders, the Town strongly suggests t.hat. aregistered surveyor stake out the fd:ndation prior to
excavation or pouring. Additionally, after thefoundation walls have been poured, we strongly
encourage that a surveyor shoot the elevation of the
foundation wall. wit.h this information, contractorswill be able to accurately estimate the final height
before the structure is built. Contractors will beable to compensate in the construction process to
ensure that the structure does not exceed t.he heightIimit.
"l . For all projects involving variances to the height orsetback standards, the suggestions list,ed in Number 6
above will be conditions of approval at the time
Planning and Environment,al Commission approval isreceived. All projects involving a setback variance
rnust be laid out by a registered surveyor prior to
excavation or pouring. AII projecLs involving a heightvariance must be surveyed after the foundation walLs
have been poured. Once the top of foundation wall has
been determined, the contractor can compensaLe in theconstruction process to ensure that the height approved' by the PEC is what is built.
The Planning staff would appreciate hearing your conments on this
memo, and will try to answer any guestions you may have. If you
would like to discuss any of these issues, please do not hesitateto contact any of the planners (4?9-2138). Thank you for your
cooperation.
Contractors wilL be asked to read the above memo and sign theattached stat,ement. to insure that everyone is operating with the
same understanding. Two other documents, Building PermitIssuance Time Frame and Construct.ion parking and Mat.erialStorage, must be signed before a building permit is submitted.The statement on survey policies will be a third item that mustalso be signed prior to applying for a permit.
Jo
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f have read the
memo dated Aprll survey policies stlpulated ln tbe Town of Vail
3, 1991 and commit to adherLng to them.
-r
Block
-,
SubdlvLsl.on
Date
c1
JoE-Tame
Perrnit Nunrber
Legal DescrLptlon:
c s \krl.t.n\rso3\turvry.Pol
75 South Frontage Road
Vail, Colorado 81657
303-479-2 I 3 8 / 479-2 I 39
FAX 303-479-2452
1.
2.
INFORMATION }TEEDED TIITEII APPLYI}IG FOR A MECHANICAL PERMIT
Deparnnent of Community Deve lopment
HEAT LOSS CALCULAT]ONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT
DRAWN IN TO SCALE, WITH PHYSTCAL DIMENSIONS AND BTU
RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
SHOW SIZE AND LOCATION OF COMBUSTION AIR DUCTS, FLUES,
VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ALSO BE INSTALLED IN
MECHANTCAL ROOM.
3.
4.
FAILURB TO PROVIDE IHIS INFORMAIION WIL,[ DELAY YOUR PERI'{IT.
NAME
LOCATION
BUILOING
CONTRACTOR
GALCULATED AY
CONSTFIUCTION:
OCCUPANCY
D CoMBUST|BLE
ltome ?/tt /Q3 -
SYSTEM NO.
corurnrcr no. ?a-D7ot
DRAWING NO.
CEILING HEIGFIT--
-FT.
I
Do
D
D
NFPA 13:
NFPA 23I
OTHER (spectry)
LT. HAZ.
NFPA 23IC:
ORD. HAZ.GP. d.,t D
FIGURE
2D
GURVE
D Ex. HAz.
AREA OF SPRINKLER OPERATIOf\T
OENSITY
AREA PER SPRINKLER
HOSE ALLOWANCE GP',: INSIDE
HosE ALLOWANCE GpM: OUTSTDE 2qiFACX SPFTINKLER ALLOWANCE
DATE E TIME
STATIC PSI
hESIOUAL PSt
GPM FLOWING
ELEVATION
RATEO CAPACITY
AT PSI
ELEVATION
COIIIMODlTY
STORAGE HEIGHT
STORAGE METFICO:SOLIOPILEO-'6 PALLETIZEO
D STNGLE ROri
D oouBLE ROu,
c MULT|PLE FOy/
o coNvENrtoNAL PALLET
E sLAvE PALLET
TRANSVERSE
ONTAL BAFRIERS PROVIDEO li sL*\
cpu REorJrREo .1 / o, 3 pst REoutRED /2/, 4 AT BASE oF RrsER.
FACTOR I,SEO:ovEFutEAD_ ,/ ) r)uNDERGFowo /4D
CAPACITY
LOCATTON
SOURCE OF INFOF,ilATION
zIv,ulo
=UJFut
af,
SPECIFIC RULIIG MADE AY
ERATURE RATING
OATE
SYSTEM TYPE
DELUGE PFE.ACTION
r,|AKE- I'ODEL
--
nze !/. K-FAcroR _54._..
CALC:tJLATIOil
6ui,f,ARY
JA
o.fv,
lct!F
-
:((,
ar
Lr.J(J
croFg)
F
6o
o
c)
. WELL
PR@F FLOW- GPM
I'tf-Ouarrc SToRAGE D erucapsutateo
soLto SHELVING ! r.roN-
E oPEN ENcApsuLArED
c LeeneNce rnotl'l'DwronBtftlFce ro ce r L r.Jc
/n,Lffi
Lr:,). I
iloT6; Fu,u 7-c-s7 Ru.ar.o tsy Z%, ,ey
lN.
SUBMITTAL SERIAL NO: 2O16HY1
WESTWIND CONDOMINIUMS
vArL, col-,o
ORD HAZ.I
.L5/LsOO SQ.FT.
PARKING GARAGE
FLOW TEST RESULTS
Water SupplySTATIC 132. OORESIDUAL 128.O0
CITY PRESSURE AVAII,ABLE AT
PSIPSI € 9O9.OO GPM
560.2 cPM 130.37 PSI
09-02 - 1 PAGE 1
o
993
SUMIT,IARY OF SPRTNKLER OUTFLOWS
ACTUAL
SPR FLOW
MTNIMUM
FLOW K-FACTOR PRESSURE
t_oL 27.90 15.00
102 26 .88 15. 00L03 24.35 15.00l_04 24 .65 L8 . 00105 21. 6L. L8. 00l_06 20.83 18. 00L07 20.46 L8. OO108 20.34 L8.001,09 23.59 19.201L0 2L.29 L9.20111 20.24 L9.2011-2 19.60 L9.201l_3 19.30 19.20
t t-4 L9.20 L9.20
5. 60
5. 60
5. 60
5. 60
5. 60
5.50
5. 60
5. 60
5.60
5.60
5. 60
5. 60
s. 60
5.60
24.82
23.04
L8.91
1_9.38
L4.89
L3.84
13.35
13.20
17.75
),4 .46
13.06
t2.26
1"1.87
l_1.76
310.25 GPI'{
250.00 GPM
560.25 GPM
118.37 PSI
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT O
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT O
MAXIMUM PRTSSUNN UNBAI,ANCE TN LOOPS O.O9 PSI
MAXIMUM VELOCITY IN PIPES 18.25 FPS
SUBMITTAL SERfAL NO: 2Ot 6Hy1
WESTWIND CONDOMINIUMS
VAIL, COLO
ORD HAZ.I
.L5/Lsoo sQ.FT.
PARKTNG GARAGE
FROM TO FLOW DTAM
GPM IN
113 114 r.687
Q 19.20
112 113DQ l_9.30 L.687
Q 38.50
L1-1 1l_2DQ 19.60 1.6A7
Q s8.10
11O 11lDQ 20.24 L.587
Q 78.34
19 110DQ 2L.29 1,.687a 99.63
19 109 1.452a 23.59
107 108 L.687
Q 20.34
106 t"07DQ 20.46 7.687o 40.80
10s 106DQ 20.83 L.6A7
Q 51.63
18 IOSDQ 2L.6I r.452
Q 83.24
PE 0.00PF 0.10
L 8.66 0.0432 PT 11.86 (113)PE 0.00PF O.37
L 8.66 O.092s PT 12.23 (112)PE 0.00PF 0.80
L 8.55 0.1609 PT 13.03 (111)PE 0. o0PF 1.39
L 7.00 0.2s10 PT 74.42 (110)
F=0 F 0.00BN ct20 T 10.oo
F=O F 0.0OBN c120 T 10. oo
F=T F 6.00BN4 c120 T 13.50
F=T/T F 12.00BN3 c120 T 14.50
PE 0.00PF 3.76PT 18.18 ( 19)
PE o.00PF O.57PT 19.e5 ( 18)
PF 0.50
PT L8.25 ( 19)
L 10.00 0.0133 PT 13.20 (108)
F=0 F 0.00BN c120 T Lo.oo
PE 0.00PF 0. 13
L 10.00 0.0481 PT 13.33 (107)PE 0. o0PF 0.48
L L0.00 0.1032 PT 13.81 (105)
PE 0.00
PF 1.03
L 7.50 0.3737 PT 14.84 (105)PE o.00PF 5.04PT 19.88 ( 18)
L 2.50 0.0393 PT 19.38 (1O4)
-09-02-1993 PAGE 2
EQUIV P-LOSS PRESSURELENGTH PTPE SUMMARYFt PSrlFt PSr
L 8.66 0.0119 PT LL.76 (114)
F=0 F 0.00BN c120 T 8.66
F=0 F 0.00BN c120 T 8.66
F=0 F 0.00BN c120 T 8.66
F=0 F o.00BN cL20 T 8.56
F=T F 8.00BN5 c120 T 15.00
BN3 C120 T 13.65
L 1.66 0.0363 PT L7.75 (1,O9)F=T/T F 12.00 pE o.oo
18 104
Q 24.65
I.452
o
09-02-L9 93 PAGE 3
SUBMITTAL SERIAL NO: 2O15HY1
WESTWTUO CONDOMINIUMS
VAIL, col-,o
ORD HAZ.I
.r.5/l.5oo sQ.FT.
PARKING GARAGE
FROM TO FI,OW DIAM
GPM IN
EQUIV
LENGTH
Ft
1.104 L
F=T/T F
BN2 c120 T
1.687 L
F=o/2E,a F
BL cl-20 T
L. 68? L
F=0 F
BL cl-20 T
L.68't L
F=T F
BL C12O T
P-IOSS PRESSURE
PIPE SUMMARY
PSrlFt PSr
6.Oo o.L46L PT 18'9L (1o3)
ro.oo PE o'oo
io-oo PF 2'34
4.75 o- oEso PT 2L'25 ( 17)
ro.oo PE 0'00
)o.is PF 1'7 6
10.00 0-1765 PT 23'01 (102)-o.oo PE 0'00
ro.oo PF r'76
t-L2.5O 0.3028 PT 24'17 (LoL)
--e. oo PE 0 ' 00
rzo. so PF 36 ' 49
Pr 6L'26 ( 12)
7.75 O.l-038 PT 2r'2O ( 17)
o.oo PE o'oo
i.ts PF o'8o
1.6.00 0.0293 PT 22'oo ( 16)
ii-.oo PE o'oo
ati. oo PF r 'L'7
126.50 0.2569 PT 23'L7 ( 15)-ii. oo PE o ' oo
tii.so PF 36'6L
10.50 0.0293 PT 59'78 ( 10)-0.oo PE o'00
ro.so PF 0'31
PT 60'oe ( 11)
L2g.25 0.2484 P'f 22'oo ( 15)-)i-.oo PE o'oo
tli'.zs PF 38 ' 07
10.50 0.1038 PT 60'07 ( 11)-0.oo PE 0'00
ro'so PF l-'o9
PT 61'16 ( 12)
16.oo o.0424 PT 18'19 ( 19)
i+.oo PE o'oo
a6.oo PF r'7o
17 103
o
LO2 17DQ
a
101 102DQ
v
12 101DQr\Y
24.35
31 . l-4
55 .49
26. 88
82.37
27 .90
Lto.27
t6 L7
a 199.98
16DQ -99. 09
a 100.89
15
Q 100.89
10
Q 100.89
2 .635
cM2
2 .635
cM2
1. 687
BL
2 .535
L
F=0 F
c120 T
L
F=48 F
cl20 T
L
F=T/a F
c120 T
L
F:0 F
c120 T
F=48
cl20
15
t0
t-L
cM1
1l
LZ
L6
a 99-0e
rrDQ 100.89
a 199.98
I.687 L
F=T/2E,T F
BL C12O T
2.635 L
F=0 F
cMl c120 T
L
.r
T
2 .635
FM3
tb 19
r23.22
I
/ ;g:+*llB" "'.iBlfi
l,,I3;'"
o' u n"09-02-
o
199 PAGE 4
FROM TO FLOW DIAM EQUIV
LENGTHFt
vArL, col,o
"ruxi'llg':t P-les-: :lfliiHi"PIPE >UI
PSflFt Psr
e-66 0.L357 PT 19'89 ( 18)
'^';; - PE o-oou'vv ndr 1'3Ls.66 fi zi'.lo (17)L7
GPM TN
rsDe 1oz.8e 2.635
"=o
Ia 231.LZ nI3 ct 20 T
' t' o 310'25
ffiiiffiil ilffi:Yli
45.oo 0.2339 PT 51'17 ( 12)
PE 0.0030.30.00
75.00 PF I7.54.00
24.00 0.233e Pr "^'z:
( 7)
7 .00
LL.25
' ' , 310.25 ''"u "r, :;it i 1?,SB i"' -2"2"
u ' o 3r.o. 25 ''"'u ,*n :;il i i. zo
' 233e Pr ' i::2\' "
n u o 31o.2s ''t'u "*, "l;: i i,ll ''233e
Pr 'i.li t "
' n o 3ro'25 3'260,ull-il,r"li,""i'*ii.0'o"o ii li.ii ' ''
COMMENT: FITTS= REDUCED PRESSURE
z 3e 310.25
u'ouu
"*, "l;: i il:l:
o'oo4o i"i t'i,i: t t'
r ze 3r.0.25
6'065
,l;t,":f: "i fi:ls
0'0040 ii
t'itli t t'
o 'o 310.25
t'noou*r=r,"xiit i t??,ffi
0'0021 "#r'1i.ii t t'
PT 118'31 ( o)
2.635
UNBAT,ANCEIN PIPES
L
F=5E F
FM2 c120 T
rN LooPS o'9? Psr
18 ' 25 FPS
42 ll/est Mcadow Driae
Vail, Colorado 81617
t0t-479-22r0
TO:
FROM:
Fire
DATE:
RE:
MEMORANDUM
TOWN OF VAIIJ BUIIJDING DEPARTMENT
VAIL FIRE DEPARTMENT -.-.1Michael Mccee, Fire Marsnat ,/y'/,Jeff Atencio, Fire Inspecto{-Z
,/- Z< i?
":oZ-o-i"o, .-et/ a:/ /// 4)'t-
The Fire Deparfment has reviewed the plans
/ suamittea
Vail Fire Department
for the project
named above. The itens marked below need to be:
revised furnished.
sprinkler shop drawings need to be subrnitted:
with a Colorado Registered Engineerrs or N.I.C.E.T. Level 3(ninlnun) stamp.
/ with cut sheets on rnaterials.
with hydraulic calculations.
with a State of Colorado Plan Registration form.
by a Registered Fire Protectl.on Contractor.
42 lVest llleadow Drite
Vail, Colorado 81657
t0t-479-22r0
Vail Fire Dcpartmcnt
TRANSMITTAL SHEET
al< {' Tsst'd
,n2'4n-''-"')'"\J )
olign Review Action FCI
TOWN OF VAIL
CategoryNumber 7- ?.-. /.,,r, Oate s-/ra/.'J
Prqed.Name: '.' l, ^t',., .'.^/ it-t.'r/ ,?O? vJ 'r,.^/-^ot -).t'--f., t t,. - -'/
Building Name:
Project Description:
' / ) ,.1.C,
(ffiXoressand Phone:
., ' I t-a<? ',./ l, Cc. :'t /6sz 416 'I /<aR
$ t-egat Description: Lot
-
Block- Subdivision Zone District
Project Street Address :
Comments:
,.-:1-*-.'..-..-.
Board (9t1t!!9ti_on
Motion by:
Seconded by:
! Approval
! Disapproval
4 StaffAppioval
Conditions:
Town Planner
DRBFee ere-oaia z'() t *t')
^^IBNVIR]N
.J
JUL 1 2 1sg4
AT VAIL
Your Other World on the Edge ol the Wind
June 29, 1994
Mr. & Mrs. Donald Meier
4OO East Randolphr #1717
Chicagor Illioois 60601
RE: Firat Westvind at, Vail
Unit 209
548 South Frontage Roadvailr Colorado 81657
Dear !1r. & Mrs. Meier:
The purpose of this letter is'to confirm that your proposed
renodeling of Westwind Unit 209r whereby you will be installing an
exterior window approxinntely thirty-five inches high and trenty-
five inches wide on the west. wall of your condominium (which is
also the west, va1l of the Westvind bhrirlding) has the approval of
the Westwind Association.
Sincerely,
FIRST WESI'!^IIND OF VAIL
CANDOI'IINILM ASSOCIAT]CIr{, Oi[trC.
*,&4{r"ro'-n--ffi-Larye?E-
Vice President
548 S. FRONTAGE RD. VAIL, CO 81657 / (303) 476-5031
/
A.rri."a sl4lsL
COI.ORADODRB .EPPLTCATION - TOWN'OF 1IAII,,
DATE APPI,ICATION RECEIVED :
DATE OF DRB MEETING:
**********
T TS APPLICATION VIILL NOjr BE
I'N:TII, AITL REQUIRED INFOR!'TATION**********
ACCEPlEDIS SI'BIIITTED
t$$$\'(
\
T PROJECT INFORMATION:
A. DESCRIPTION.:
E'.TYPE OF REVIEW:
New Construction ($200.00)Minor Alteration ($20.00)
Addition ($50.00)Conceptual Review ($0)
ADDRESS:
LEGAL DESCRIPTIoN: Lot _ Block
subdivision Ftasr LJ€5rc.: rxt>
c.
D"
If property is described by a meets and bounds legaldescription, please provide on a separate sheet anaattach to this application.
ZONING:
LOT AREA: If required, appticantstamped survey showing l_ot area.
must provide a current
NAME OF APPLICANT' JUO
{qi-ling Address: k)rsrutiio - aoq.f{g s. FRowmfebctz- caLD 8/eSf
r.r NAME OF APPLICANT,S REPRESENTATIVE: 5qtue.
-
Mailing Address:
Phone
I. NAME OA OWNERS:
*STGNATURE(S):
'J.
K.
yat_liqS Address : a,t AS. -, n T;tf S. rrlaw?eauA/L_ €oLa g/6€7
Condominlum Approval if applicable.
DRB FEEI DRB fees, as shown above, are to be paid att,he tine of submittal of DRB application. Llter, whenapptying for a building permit, please identify theaccurate valuation of the proposal . The Town of VailwiIJ- adjust the fee according to the table below, t,o
,rr roto, s .- .oJ l(ft%rt
$ 20.00
$ s0.00
$100.00
$200.00
$400.00
$500.00
ensure the correct fee is paid.
FEE SCHEDULE:
VAI,UATION$ 0 - $ 10,000$ 10,001 - $ 50,000. $ 50,001 - $ 150,000
$150,001. - $ 500,000
$500r 001 - s1r 000,000$ Over $1r 000,000
* DESIGN REVIEW BOARD APPROIIlitr EXPIRES ONE YEAR AI'TER AIIIALAPPRovAr, ItNI.Ess-A-.Bur'tDrNG -PERMIT "rs - IssuED AlrD coNsrRucrroN Is
STARTED.
**No APPLTCATTON wrrr. BE PRocEssED wrrltour owNER's STGNATURE
L
v
PRE-APPLTCATION MEETTNG :II
A pre-application meeting with a member of the planningstaff is strongry encouraged to determine if any addit.ionalapplication information is needed. It is the applicant, sresponsibility to make an appointment with the ilaff todetermine if ttrere are additi-onal subnittal requirements.Prease note that a coMpLETE apprication will sCreamline theapproval process for your project
III. IMPORTANT NOTICE REGARQIN9 ALL SUBMISSIONS TO THE DRB:
A. In addition to neeting submittal requirements, theapplicant must stake and tape the project site toindicate property lines, building tines and buildingcorners. A11 Lrees to be renoved must be taped. Al_fsite tapings and staking must be completed piior to theDRB site.visit. The applicant, must ensure Lhat stakingdone during the winter is not buried by snow.
B- The review process for NEW BUTLDTNGS normalry reguiresfwo separate meetings of the Design Review Board: aconceptual approval and a final approval . Applicantsshourd pran on presenting their deveropment. pioposal ata minimum of two meetings before obtaining finaiapproval .
c- Applicants who fair to appear before the Design ReviewBoard on their schedured meeting date and who have notasked in advance that discussion on their itern bepostponed, wiII have their items removed from t,he DpBdocket until such time as the item has beenrepublished.
D. The foLlowing items may, at the discretion of thezoning administrator, be approved by the CommunityDevelopment Department staff (i.e. a formal hearingbefore the DRB may not be required):
a. Windows, skylights
which do not alterbuilding; and
and slnilar exterior changesthe existing plane of the
b. Building addition proposals not visible from anyother lot or public space. At the time such aproposal is submitted, applicants must includeIetters from adjacent property ovrners and/or fromtbe agent for or manager of any adjacent
condominium association stating the associationapproves of the addition.
E. If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood plain, debris flow,wetland, etc) r a hazard study must be submitted and theowner must sign an affidavit recognizing the hazardreport prior. to the issuance of a building permit.Applicants are encouraged to check wit.h a Town plannerprior to DRB application to determine the relationshipof the property to all napped hazards.
F. Eor all resldentlal construction:
ar Clearly indicate on the floor plans the insideface of the exterior structural waLls of thebuilding; andb. Indicate with a dashed Line on t.he site plan afour foot distance from the exterior face of thebuilding wa1ls or supporting colurnns.
If -DRB approve€,-the application-with conditions ormodifications, all conditions of approval must beresolved prior to Town issuance of a building permit.
LIST OF MATERIALS
NAME OF PROJECT: lJ r u o e.J wL A c I
LEGAL DESCRIPTION: LOT BLOCK suBDrvrsroN (Jesr(r/n*lD
o
PRO,IECT z UJ /rvDaTrJ O KI / d €S-f L) eLL
tl
STREET ADDRESS:
DESCR]PTION OF
The. following information is required for submittal to the DesignReview Board before a final approval can be given:
A. BUILDING MATERIALS:
Roof
Siding
Other SIaII Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door lrim
Hand or Deck RaiLs
Flues
Flashings
Chimneys
' Trash Enclosures
' Greerihouses
Ot.her
COLORTYPE OF MATERIAL
Fatte L) t ru Dac^)
FRnnc oPeu/N6: &t //'J;g 4
B.LANDSCAPING: Name of Designer:
Phone:
PLANT MATERIAIS: Botanical Name Common Name Ouantitv Size*
PROPOSED TREES
EXISTING TREES TO
BE REMOVED
*Indicate caliper for deciduous trees. Minimurn caliper fordeciduous trees is 2 inches. Indicate neight tor coniferoustrees. Minimum heiqht for coniferous trees is 6 feet.
PLANT MATERII: Botanicat Name ao**onQ"*" ouantitv Size*
PROPOSED S}IRUBS
EXISTING SHRUBS
TO BE REMOVED
*Ind.icate size of proposed shrubs. Minimum size of shrubs is5 qalIon.
Tvpe square Footage
GROUND COVERS
soD
SEED
rYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
C. LANDSCAPE LIGHTING: If exterior lighting is proposed, please
show the number of fixtures and locations on a separat,eIighting.plan. Identify each fixture from the lilhting planon the list below and provide the wattage, height abov6grade and type of light proposed.
D. orHER LANDSCAPE FEATURES (retaining warrs' fences, swiruningpoo1s, etc.) Please specify. Indicate heights of retainingwaLls. Maximum height of walls within the front setback ia3 feet. Maximum height of wa1ls elsewhere on the propertyis 6 feet.
v
c
:9=
ga
€a
€E
!'-
aai
- =:
--
==
I
,l)x\' gg
@
0asement
-i' Wnclorv Sizes fl'LLt r
\:ent and Fixed units
"tttt
$ooo''
A
,..--/\.
(445) f,*, r5si) r6,q8'
I
1719)
(,r32) (s3g) ls8{) (€3s) (737)
ujn!",5 srJ€5
u o...td. 2r"n- *['e-
4esi"{"(,Jht { a''r-
.,,,.4 be i "r kee Pi"3
t''\4r in-c-cf< ?3nl o'-
sla^-pe- o{ exit *'5
Oo in"( ".-'StrNEEn
i5 ls c,rc-ho(f (Z)
ij. ol srls+i.1
p {f r o c *^, 1.,:
'r
'r I c-.^-l
16a2CC
m
1648CC
a
t551CC
m
r660cc
il
125,lCC
m
1260CC
m
1268CC
ts#ffir
mnn;
305,tCC
EEN
b
mnnnE216tCC 3066CC
T=Lnh standard $ith tenlpered glass
F=Fired unit onl)'
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CIIFTKS M/{DE PAYABLE TO TOI*N OF VAIL
E,L TOT
0l 0000 4211 IFORIVI PLU\,IBINC CODt
12115 i OTHER CODE BOOKS
I 0000 .12112
{I.13: I PLAN R
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1i{t -l APPLIC.ATIO
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1:.:,--.t { :i e t- Prolect Application
nate
Proiect Name:
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Archiloct, Address and Phone:
Legal Description: Lot Block Filing Zone
Comments:
Design Review Board
Date
Motion by:
Seconded by:
APPBOVAL DISAPPROVAL
[.t"u
Approval
ll
'14 u
r€vised 9l4l9l
DRB tPPLtqArION - tOwN OF VArr., coroRADo
DATE APPLICATION RECEIVED :
DATE OT DRB MEETING:
*****t*t**
TBIS IPPLICITION WILL NOT BE ICCEPTED
ttNTIL ILL REQUIRED INFORIIATION IS SI'BIIITTED****t*****
r.
A. DESCRIPTION:.{i"t€
B.TYPE OF FSVIEW:
New Construction ($200.00)
Additlon ($50.00)
ADDRESS:
y' uino. Alteration ($20.00)
onceptual Review ($0)
Block
a meets and bounds legal
on a separate sheet and
c.
D.LotLEGAL DESCRIPTION:
Subdivision
If property is described bydesqription, please provide
attach to this applicatlon.
ZONING:E.
F.
G.
LOT AREA: If required,
stamped survey showing
NAME OF APPLICANT:
must provide a currentappllcantlot area.
Mailinq Address: G\o\)o.,.\ - Q-o .QIGS ' Phone t{*1 L. \Bss
H.NAME OF
Mailing
APPLICANT' S REPRESENTATIVE :
Address: Frgcvq
C.",R tlDr.o*-
Phone
f.NAME OF OIINERS:
srGNAnrRE (S) :Mailing Addy€ss:
Phone
J. Condominium Approval
K. DRB FEE3 DRB fees, as shown above, are to be paid atthe tlne of submittal of DRB application. Later, hrhenapplylng for a building pernit, please identify theaccurate valuation of the proposal. The Town of Vailwill adJust the fee according to the table below, to
ensure the correct fee is paid.lYtru
FEE SCHEDULE:
VALUATIONI o - s 1o,ooo$ 10r 001 - $ 50,000
$ 50,001 - $ 150,000
s150,001 - $ 500,000
$500,00r - $1,000,000$ over $1,000,000
* DESIGN Rg1'IEW BOARD .EPPRO\IAI EXPIRES
IPPROVAI UNI.ESS A BUII.DING PERMIT IS
STARTED.
ONE YBAR A.FTER rINAL
ISSI'ED AIID CONSTRUCTION
s100.00
$200.00
$400.00
$s00.00
**NO APPIJICITfON WILL BE PROCESSED llITEOUl OWNER'S SIGllAl\tBE
IS
o
ION
A pre-applicatlon meeting with a member of the planningstaff is strongly encouraged to determine lf any additionalapplication information is needed. It is the applicantrsresponsibility to make an appointment with the staff todetermine lf there are addltlonal submittal requirements.Please note that a COMPLETE applicatlon wlll streamline theapproval process for your proJect.
III. IMPORTANT NOTICE REGARDIN9 AI,L SUBMISSIONS TO THE DRB:
,a
II. PRE-APPLICAT MEETING:
In addition to meeting submittal requirements, theapplicant must stake and tape the project site toindicate property lines, building lines and buitdingcorners. All trees to be removed must be taped. AIIsite tapings and staking must be completed prior to the
DRB site visit. The applicant must ensure that staking
done durLng the winter ie not buried by snow.
The revlew process for NE$l BUILDfNGS normally requirestwo separate meet.ings of the Design Review Board: aconceptual approval and a flnal approval . Applicants
should plan on presentlng thelr development proposal ata minlmum of two meetlngs before obtainlng final
approval .
Applicants who fail to appear before the Design Review
Board on their scheduled meeting date and who have notasked in advance that discussion on their item bepostponed, will have their it,ems removed from the DRBdocket until such time as the it,en has beenrepublished.
The following items may, at the discretion of thezoning adninistrator, be approved by the CommunityDevelopnent Department staff (i.e. a formal hearingbefore the DRB may not be reguired):
a. lrlindows, skylights and sini]ar exterior changeswhich do not alter the existing plane of thebuildingr' and
b. Building addition proposals not visLble from anyother lot or public space. At the time such aproposal ls submitted, appllcants must includeIetters from adjacent property owners and/or fromthe agent for or manager of any adjacent
condoninium association stating the associationapproves of the addition.
If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood plain, debris flow,wetland, etc) r a hazard study must be submitted and theowner must sign an affidavit recognizlng the hazardreport prlor. to the issuance of a building permit.Applicants are encouraged to check with a Tonn plannerprior to DRB application to determine the relationshipof the property to all napped hazards.
For all resldentlaf construction:
a. Clearly indicate on the floor plans the insideface of the exterior structural walls of thebuilding; andb. fndicate with a dashed line on the slte plan afour foot distance from the exterior face of thebuilding walls or supporting columns.
If DRB approves the application with conditions ornodifications, aII conditions of approval must beresolved prior to Town issuance of a building permlt.
A.
B.
c.
D.
E.
F.
G.
LIST OF MATERIALS
LEGAL DESCRIPTION: LOT BLOCK SUBDIVISION
STREET ADDRESS:\o-
DESCRIPTION OF PROJECT:GD. *&o* '.. i s{ *\\ o \,.o.,. Co.
Soss^\*os-rr u)n'r* * 3tro
The following S.nformation Ls
Review Board before a final
A. BUILDING MATERIALS:
Roof
Sidtng
Other Wall Materlals
Fascia
Sofflts
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Slashings
Chlmneys
Trash Enclosures
Greenhouses
Other
B. LANDSCAPING: Name
PLANT MATERIALS:
PROPOSED TREES
required for submittal to the Design
approval can be given:
TYPE OF T'{ATERIAL COLOR
O! <-r ($l- c\)L o \ r cl.F\
of Designer:
Phone:
Botanical Name Common Name Ouantitv Size*
EXISTING TREES TO
BE REMOVED
*Indicate caliper for deciduous trees. Mininurn caliper fordeciduous trees is 2 inches. rndicate hmtrees. Minimum heiqht for conifsrous trees is 6 feet.
PT,ANT l.lATERra: Botanlcal Name comnoearne ouantltv size* ' . \-
PROPOSED SHRUBS
EXISTING SHRUBS
TO BE REMOVED
*fndicate size of proposed shrubs. MlnLmum sLze of shrubs LsTTvpe Square Footaqe
GROI'ND COVERS
soD
SEED
TYPE
OF IRRIGATTON
TYPE OR METHOD OF
EROSION CONTROL
D. OTHER LANDSCAPE FEATURES (retaining walls, fences, swinmingpoo1s, etc.) Please specify. Indicate heights of retainingwalls. Maximum height of warls within the front setback i63 feet. Maximun height of wal_ls elsewhere on the propertyis 6 feet.
C. LANDSCAPE LIGHTING: If exterior lighting is proposed, please
show the number of fixtures and locations on a separat,elighting plan. Identify each fixture from the fithting planon the list below and provJ.de the wattage, height abovegrade and type of light proposed.
I
fnstall window
design on west
of equal width and
side of dormitogy
WEST ELEVATION
t/?' - lt' atl
Install window
where fan vent
of matching design
presiouslY was.
1
i
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DATE IDP',TCTTIOII RECBIIIDD :
Df,tE Of Dm UEETlt|ot
l*lataalarflls rt?'.lcrltfi rrldt rr}! tE rccl'rlDutir, rr.r. nroornlD tliltolrrllton ta S0EtttrtEID**r.tttt.*
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tlock
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deccrlpt,lon, pleaac ProvldsrEtach to thlc appllcatlon.
a m€cts and boundE lrgal
on I Eepttate rheet end
E.
F.
G.
IOt TREAI It rcqulrcdr
EcAnped FurvGy thoTtng
NTIIE O? IPPLICAIIT:
ruft provldg e .culrGntatDlldlntlot afca.
ual1lnE
\
ll .NAI{E OR APPLICAI.|!'S REPRUSEHTATIITEI
rf.
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Mrtllng lddfclft Phonc .-.-
NAIIE OF OINEnS !
rtronrfilrrrgt, -&Malllng lddrerts
Condoulnlu[ lpprovel lf app[lcabla.
Df,l ltEt DR! fsesr ts Bhorn rbov91 rr? to b6-peld rttil lfi; o!-dnniitil or Dna appr-lcarlort, Latcr, rth;n
ippriiiis ior-a bultdl'ng^ perrltr pleaac. ldcntlrv -thei'c';u'riil valuatton-oi
-[ni proplsit. IhG-Tofln-ot vall;EfifiU: iliuatton-oi-[tri-ptapbtil' 'rhG tonn ot vall
iiii-iaj"ir-iha-i-s -acoording .to Ehc teblE belonl to
Gnrurr ihr ooricct fci tr pctd- ,* p^,D! | __
ilew Conrtnrctlon ($200,001 .y' Utnor tltcratlon ($20.00)
Concaptutl Revlrr l$ol
gubrllvtaLon
ZONING:
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AT VA|L
Your Othar World on tha Edge ot the Wind
August 18, 1992
Town of Vail
Planning Department
75 South Frontage Road
Vail C0 81657
Attn: Lorelei
Dear Lorelei,
The Board of Directors of the Westwind AssociaEion
approves of the decision to add two(2) windows to
the dormitory unit#300 at the WesEwind complex as
specified in the DRB application.
If you have any more questions or need additional
inf-ormation, please contact me aE (708)788-4300.
Robert T. J
President
Westwind Board of Directors
CC: Geoff l,Iright
Roger Marce
Ed Lampert
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75 soulh tronlage road '
vail, colorado 81657
(3o3t 479-2L.38 ot 479-2L39
TO:
FROM:
DATE:
SU&TECT:
ottlca of communlty development
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
TOWN Ot' VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH 15, 1988
CONS?RUCTION PARKING & MATERIAL STORAGE
In sunmary, Ordinance No. 6 states that it is unlawful for anvperson to litter, track or deposit any soil, rock, sand, debrisor naterial , including trash durnpster-, portable toiLets andworkmen vehicles upon any street, sidewalk, alley or public
Ehge or any portion thereof. The right-oi-=way on al1 Town ofVail streets and roads is approximatei.y 5 ft. 6ff pavernent.This ordinance will be striltly enforc3d, by the Toin of Vaileg!]ic Works Department. persggs__found vi6lating this ordinancettrrr be given a 24 hour written notice to renove said materiar.fn the event the person so notified does not comply with thenotice within the 24 hour tirne specified, the puLfic WorksDepartment will- remove said mateiial at the expense of personnotified. The provisions of this ordinance snlft not beapplicable to construction, maintenance or repair projects ofany street or alley or any utilities in the right-a-way.
To review ord,inance No. 6 in full, please stop by the Town ofVail Building Department to obtain I copy. tlank you for yourcooperation on this rnatter.
(i.e. contractor, owner)
t
It
75 routh fronlrgc rord
uall, colondo E1657
(303) 479-2L38 ot 479-2\39
BUILDING PERI{IT ISSUANCE TIME FRANE
Conrnuni ty Development Department.
otflco of communlty dev.lopmenl
If this perni.t req.ui.res a Town of Vail Fire Department Approval,
Engineep"s (.Pyblir Works) reyiew and approval,' a planning' Deparirnent
review.or Health Departnent revi'ew, and a review by the Bui'lding
Department, the estimated time for a total review may take as longas three weells.
All commercia'l ('large or small) and all multi-famfly permits will
have tq follow the above mentioned maxi,4g4;equirements. Residential
and small projects should take a lessefTmound of time. However, if
fesi.denti.al or smaller projects impact the various above mentioned
departments wrlth. regard to necessary review, these projects mayalso taRe the three week period.
Every attempt wrlll be nnde by this departnent to expedite thispermit as. spon as possible.
I', the undersigned, understand the p'lan check procedure and timefrarne. , :
Projett Name
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WEST ELEVATION
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T'CrWfd OF VA.IL
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ECTION REQUEST
TOWN OF VAIL
CALLER
READYFoR|NSPrcT|oN:MoNTUESWEDTHURFR|-AMPM
LocArloN: /^f7,'L/-4..^'ey'e?",-./D+s('O
IN
A
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAltplNG
n ROOF & SHEER" PLYWOOD NAILING
tr INSULATION
-
tr GAS PIPING
tr POOL / H. TUB
tr SHEETROCK NAIL
n
tr
n
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ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOOOS
tr CONDUIT
n
tr SUPPLY AIR
n
tr FINAL tr FINAL
g(iffiaoveo tr DISAPPROVED E REINSPECTION REQUIRED
COHRECTIONS:
INSPECTOR
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,!{sfo rNtnoN REeuEsr
TOWN OF VAIL
oALLER Llu'' k'/zLf ?qf'o{{7
TUES WED THUR FRI
-
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NAME
READY FOR
LOCATION:
INSPECTION:
sq r-.
PERMIT NUMBER OF PROJECT
oor, /t /A-l /f L ,o,
BUILDING:PLUMBING:
tr
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tr
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NAIL
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ELECTRICAL:ME
trl
trt
tr{
tr
CHANICAL:
tr
tr
tr
tr
TEMP. POWER HEATING
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
PROVED tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
INSPECTOR
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75 south lronlage road
Yail, colorado 81657
(303) 479-2138 ot 479-2L39
TO:
FROM:
DATE:
SUBJECT:
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOWN OF VAIL
TO!{N OF VAIL PUBLIC WORKS/COMITNITY DEVELOP:,rENT
MARCH 16, 1988
CONSTRUCTION PARKTNG & I.,IATERTAL STORAGE
olllce ol communlly deyelopment
rn surnroary',ordinance No. 5 states that it is unlawful for anyperson to litter, track or deposit any soir, ror*, sand, debrisor rnateriar, including trash aurnpsterl, porlabre !oir.et! ;;a---workmen vehicres. |pon any streetl sidewaix, iii.v or publicp1?9" or any porrion theieof. rire righi:;;_;;t-;n arr rown ofVail streets and.rgags is approxirnateiy-s-it.-irri pavement.This ordinance wi.1l be strillry enforcld by the-Town of vai.l
-lylii,: works Department. pers6ns found vi6rai:.nq this ordinance
''/r-r-r-- De grven a 24 hour written notice to remove-said rnaterial .rn the event the person so notified does not cornpry with d;-- -
notice within the 24 hour time -peJifi.-,--ir,"-puElic worksDepartment, will remove said rnateiiur at i,tt"--."p""se of, personnotified- The provisions of this ordinance snirr not beapprrcabre to constructi.on, maintenance or repair projects ofany street or alley or any utilities in the right_a_way.
To review ordinance No. 6 in furl, prease stop by the Town ofVail Building Department to obtain i copy. tirani you for yourcooperation on this raatter.
Read and, acknowledged by:
]li
(i.e. contractor, owner)
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FINAL INSPECTION'S COMPLETED
The belov itens need to be complete beforegiving a permit a final C of 0.
Please check off in the box provided.
T FINAL PLUMBING
MTE:
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
TEMPORARY C of 0
o
' ..:'i.
Structural Rcvlcu of Acoustlc Recornnenda t t onsUnIt 1404, l^r€stu,ind at UaI I
Vai I , Co I ora do
'
nevicur of thc abov€ not€d
to thc unlt and deterlrlncd thc
Furt hsrr'rore. I have . 16vleu,€
datad July 18, 1989.
Bxact , .
d..thc j
to nittgatc sound transnlsslon fron .
Jdcuzel. Some of thcse rcasunrrto thc €xlJtlng floor systen.
R"&
INC. A
boyle engineering, inc.
professionol structurol engine?rs
Augurt I, 1989
': Is. t'lartIyn Snlth. SLIFER OESIGNS
P.0. 8ox 1617
Avon, Colorado 81620
:i.
SubJcct:
Dear llar I I yn r
, Al you . knor.r I have 'nado a structuralSpcclflcally, I havc nade anothcr trlpfloor fralrlng systan and dlncctlon of sp*irs.rcpont by Davtd L. Adalrs Associates. Inc.
This rcport proposcs a nunber of mcaruresthls untt duc to thc installatlon of tha new
r.rlll require addlng a conslderable dead load
Thts floor systen ls colrposed of lS l/2 " TJL jotrts at lE'on center spanntng21'-6'. I am pleased to inform you that I have determined that thrs extstlng.structural fnaning sys{en ts capable of supporting thc exl,ra dead loads fron the
round danpenlng proposa I s .
Pleas.e glve ne a call if you have any questlons regardlng thls natter.
Slncercly ouFS,
BOYL
Tt r'rot hy .E.
Prc r t dent
Tl,lB.zdn
'..
: , l. -::...: -,
,,'.''...:
143 e. meodo,v dr., suite 3901crossroocJs shopping center .\oil, colorodo 81657. 303/4762170
boyla engineering, inc.
professionol struclurol engineers
June 7, 1989
f1r. Jin Becdic
5337 l'lap I cr,rood Placc
Dounera Grove, IL 60515
SubJect: Structural Inspecllon & Analysis
Unit f40t[, Llestuind at, Uail
Val l , Colonado
0ear Mn. Beedi e :
At the naquist of f'larilyn Snith of Sllfen D€signt I havc nade an lnspectton of.
the abovc noted unlt and revter.red the ex.isttng structural plans for cald untt attho sane tipre. l'larllyn, Mike Hazlehorst, and the nanagor, Davld Danissen, ucre
also present at the time of this visit, The purpose of the inspcctlon uas to
determine 1f the bathroon uall that is b6Ing renoved 1s a load beartng r,rall and
also io detert4lne if the exlsting floor systern ts capable of barrying the neur
Jacuzzi. tde also discussed insulating the unlt belou fron the increased nolsc
level and the condition of the balcony off of the living room at this time.
I have determined that the bathroom r.rall dhich you ar€ moving is non-load
beaning and hence no speclal stnuctural nequirements are involved. Funthernore,
the existing floor joist system has an adequate capacity io support the proposed
new tub. I feel that injecting insulation inio the joist space belor.r the tub
are6 h,ill dar,'lpen nost of the sound transmissi.on fron the equipment into the unit
belor,l . Isolating the pump above the floor on a shock absorbing platf onrn will
also be critical in elinninating the sound tnansmission tnto thls'louen unit.
Finally' I looked at the cantilevered balcony off of the living roolr and feel
that a fair arnount of permanent deflection has taken place. I uras unable to
delermine the structural systen used to support thts deck or.its connectlon to
the primany floor joists since this r^rould requlre tearlng into the floor or the
ceiling belor.l. Houever, I lntuitively feel that a potentially unsafe sttuatlon
exists and recommend further study of thfs deslgn. I r,lould not stone any
flrewood on thts dEck. Please call me if you have any questions on th tter.
Pres i dent
143 e. meodo,v dr.,
BOYLE EN6
Tlmothy M.
$-i$ti';1-1i'et- -.;'..J
3 14985 :
3n- -St
suite 390 . crossroods shopping center . voil, colo'odo 81657 o
o
DAVID L ADAMS ASSOCIATES INC
Co.rdr.r.u r^ Acou3tkrr .|r(t ttrfol'r ns A.rt lcchrslollar
July 18, 1989
Mr, Davld Denissen
Wcsmind at Vall
548 S. Frontage Road
Vail. Colorado E0657
RE:. Wrctwind Jgcuzzi JnstalladptlFlAA ltojt,.' N,.}l&43)
DcarDavld:
Wc have completed our analysis of theiacuzri installadon ln unlt *q0+ gt rhe Wcstwind
Condoruiniunis. Tho following recommendations pertdn to the uirbrme and
sttucturcbtrtte noisc gcncratcdby thc pump and jaiuzzi. Thc rccommendurions servc [o
isolcrc the noisc from rhe jacuzzi ro lri aoj'accnt-unirs. fnformation on pnrducts
dcscribod hertin is enctosid.
Figuru onc pNr.scnts a sumrnary of iterns to be addr€sscd. Thcy arc as follows:
l. Sincc rhc floor/cciling construction felts rhon of thc typical minirnunr sound
fansmission rating fjr a multi-fernily dwelling, thc c6listruction nceds to bc
improved. Thc cxisting consmrcrion would typically cxhibit a Sor:nd
Transmission Class (STC) of 46 assuming all flanJrirtg pctbs ate climinated. An
acccptable STC rangc should bo 50 or greater. Sincc noise contplaints arc
pervasivc in this devclopment due to poor sound trinsmission construction, o
minimum STC of 55 would be rnore appropriarc since thc ciwncrs atc sensitiz.ed
to thc noise problcm.
Wc recornmend a floating floor sysriin such as ths Kinctics lsolated floor system.
This system utilizrs e 2-inch thick molded fiberglass isoladon pad or mat such as
modcl RIM or FP. A 2-inch concrcte pad ls poured on top of plywood rusdng on
the isolators. Ttc system also utilizes t pcrirnetcr isolation ttratcliul to restrict
uansmission of smltrurcborne sound intb the sunounding structurc.
We rccommend thc platform constructed to support rhe tub bc uscd to cnvclope
the floated floor. Thts assembly will ralse the tub approximately 4.?S-inchcs,
2. Ttc enclosuro should be consnuccd to contain airborne sound crnanating frorn
the e<tuipment. ltre wslls should be consuucted out of stud franring with a 5/ll.
inch iv6sum boatd facc on both sides. The stud cavitv should bc fillcd with
fihriiais barts. The stud platcs should be scalcd ainikht to the floor with clnstic
caulk.
ffinrrr
301r455.te00
Mr. David Dcnisscn .t
July lE, 1989
Pagc2.
3.
4.
5.
lhe top 9f ttle enctosurs should be consfucred out of 2 laycrs of 3/4-inchplyuood. All joints gho. uld be sealcd atnighr with cautk. lf a door is required for
Ealntenancc, it should bc constructed out of 2 laycrs of 3/4-jnch plywood and
fully gasketed with a closed cel ncoprene gasker.
Alt plping conne*ted to the purnp and tub should be fiucd wirh flexiblc
connectors mountcd as close to the unit as possible. Wd rccommend installhg
flcxible pipe connections such cs " Hose of Tcflon", munufactured hy
Southcasrcm Hosc, Ins or Series 400H manufacrured by Mountain Hqse, Inc.
Thc pipcs to be reated are pump inlet and ourlct and any pipe thar is rigidty
attachcd to thc rub. namcly thc draln pipc, If thc hot and cold warcr pipes lre
rlgtdly mounrcd to the tub, thcy should be lsolated as wcll.
All pipcs penetrBting thc 0oor should bs madc in a resilicnt manncr. Tltc drain
pipc shoutd bc isolated as shown in Figurc 2, small pipes may bc trcated as shown
in Figrre 3. Rigid oontEct between thC pipes snd ths floor should bc svoiderl at
all times.
The tub should bc isolarcd from thc platform sinCC lt will vibrratc when the jcts nre
orcrsdnt. Wc recornrnend rcstins tie rim on 2 layers of 5/16-inch' 40 durometer
riiuca oiwafflc r)?e neoptcnc pids. Trim pads t6 conform to footprint of thc
tub.
To ancnuatc thc noise within the enclosurc thc interior should bs lined witlt 2-
lnch thick, 3 to 5 pound per cubic foot (pcf), scmi-rigid fibcrgluss as
Esnufsctured by Owcns Coming or Manvillc.
Thc existing floor assembly ls extrernety flcxibte ss is evident by.thc.crackpd
ffi;lii6g[1e. fiased on ti:y sire visit, ihc floor is easily cxcited by. just gently
bouncing (not jurnping) on thc flool. BccauSO of tltis, extril pfecautrons alc
wan8nted in isolating thc pump from thc floor.
An ineaia bssc should bc instaltcd on spring mounts. {1 .t u'iLctt uy. l8'inch base
ii i"iifaUfifro. t"taioii"Oiiinies, Inc. Th-e base shoulcl bc fillcd with a 5-inch
i[i;l;;;;;tA.- The additional'mnss is nccesssry to offset the starting]l!'rque
"iitrc unit. ptiase norir'triitiic weight of rhe concnltc is approxitnately 170
il;d5ana ;-3laite il;tis typi"qiiy a"ound 125 pounds, .11at in addidon to thc
i".iiili#ir,i Finrii'nfi ni6t ititi. tub.-weter and ociupant intposed on thc structurc
shoirld be rwicwcd b'y a strucrural cngmeer. .
I-a s$ins shoutd exhibit a minimum ststlc dchection of l'lnch such as Mosott
Indusfoies-Modcl Gl10.
The lloc,r/cciling ptenum bslow should be fillcd with fibcrglass batts, at le'nsl in
fi;-"fi ;i;;,f#;lhil;: -ri ilaqn ;y obs ervar ions, rherc cx i sts no bagier
6;d;;-8dj;"cnt unit, in-i-tre nooilieitingiprenum. Bccause of this situution' thc
7.
8.
oo
Mr. David Dcnissen
July lt, l9E9
Pagc 3
)
inuoductionofnoiscfromoneunitmayimpactnoton|ytheunitdirectlybglgw'..
bu! also unirc rqia"o-ni ro-tf,c unit.Uctoi.- id'ectly tlic ptinum sho-u-ld bc scalcd off
bctwccn aojaccntii"n'rir;.
-d;'gfi."r iie-inijh sybs.uq or lKl-inch thick
shcct lerd wouU s'uf?tii'il iilfiit thi necessa,Jiiolation, given that it is
PrcPcrlY acaled.
Unless the floor i3 to be complctely.rcmoved, lnsta]lation.ofa bnrticr may not bc
. fcasibte. In lieu
"'r
i-iiili,f ; uoii.r, rho huerglass lnsulation should bc
exrended as far as possible p.st thc owneii unif In addition,.ceiling mounted
frxtures in rtrosc ufiii'-iJji.[ti t itte unii bclow may nced to be senled properly
es dircusscd undcr 4. bclow'
In rddition o thc recorrncndatiors for the jacuzzi, exEr steFs shoultl-bemade to
climinatc flanking paths 6].*";; adjaccnt rinis. -Exra preciudons rryy 5c dcsircd to
further anenuate cxistinffirifii;; ffi;;t* ro thcpreicnt scnsitization to noisc
ffiUlffi;'iliil#iiffi 'rttJt""6mmcndationsardasfollows:
l. Alt ioints in thc floor substmte should bs scaled with silisono cuulk' Tlese joinn
erc i1'picet at door thrcsholds.
2.Allclecrr|calboxesshouldbsscatedqirtighuThepcrirncter.oftheboxesshould-u"'s6r"i
t" tr," f;;i;i;.,fib** boafo with elirstic cuulk.
3.Hiif"liilttEh'StHlitrl"ig:S,tr1il"1""J'glii"lil'lpratcinthcstud
4.Allflushmountedexhnustflns-orlightfixturesintheceiling.oftheunitbclow
should bc sealed airttght to thoface.layo o]'ivpiu* board with caulk' In
addition, r ilro u,iis ie ri;-ilJ,l r" iri# gaicSif,ect mctsl or havc. holes in the
cnclosurcs, a sheer iead rcnt should bc prilEa otlt the fixturc and scalcd'
5. To frurher atrcnuolo-noise g-entrated hy- the toilct' it s!1oufd be-1-ounled over 2
Iavers of 5/l&inch thick' 40duromltt.;b-tiJJoiwarnc typc neoprenc puds'
Trim pads to conform to foorprinl.or rou"i.-ltl.itet draiir pipe should also bc
' dil 5fiffi1t,;;liiil* S'cc Figrrc 4 ror details'
NotonlydopipcstransntitvibnilonftomrotatinscQuiDtncnl,theycanulso.-
ucneratc thcr own uto,"tioi iu"io iuiuurtnt '"stir flo; and abrupt changcs in
frow. rn order to ,onooiini*"""i-uFill_41':l1mqu1t!ng uf att piqc119 stn:cture
is recornmendea. rr,e rivdla-zorb systcms is a prefawicared system tor
rcsilicntly mounting pip*:il;;:r,o-Fi-u--ui, unolrt"i systenr. see Figutc 5 for
dctails.
lf these rccommendations arp implcmcntcd conectly' the jacuzzi noise should trc
;ffifi64-'d"ii,Htv.
;
I
I
-.D
r- laJg qeor\r,rrl!,, nr vHrL
Mr. Dsvid Dcnisecn . '
July lE, 1989
Pagc 4
Ifyou havc arry qucsdons, plcalc crll
o
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date:
T
JACUZI ISOTATION
Westwind orVqti
Froj{,cl n0. 3843 19 July'8s drawn by: MBB
irli',
JUL lE '89 tir59 tiEsl ldu Ht |JfilL
o
Cr'HVf,Hflr'HALlFe ZtAF,4/
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MEfaL CLEta/E!P?AVtQep EN.
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AhrP l}urL7$4c-a,
^ no scole
proJecl no' 3843 1S JulY'89 drawn by: SKB
f-rrr-:a.a-i1'Arr-ai:;i,:.--::':-;--"'-:i---lJ:''r'--:''-'-"'-;""'!-":----":'-:+-1;:::t=]'-
']"t'-'
FTOOR PENETRANON DETAIL FOR PIPES
westwind oiVoil
bS,**W^"
MAKE CERTAINHtoo*o""
EJilSTS.
SMALL PIPE OR CONDUIT
PENETRATIONS
MECHANTCAL PENETRATION SEATS
West\,vind oi Voil
no ecale
proiecr no. etoz 1"lg' 2t-111ry drawn bY: MBB
aI' -O? ID: tT vJaSru'i|1e Fri tHrL
fau.yT
V IBRATION I SOIANON FO R TOITEI/BI DEI I NSTALTAIION
o
Eh/,.
MEIIL efuv
IVLE-TDL
tAtAaDq
l1ot ff4d*
VIBRATION ISOI.ATION IOR SMATL PIPES
affi'westwlnd qtVqll
no scol+
proled no. 9843 drto: 'lg JulY E9 drawnby: MBB
t)Cttn
-" tL./L__
PERMIT NUMBE OF PROJECTa-l
INSPECTION:
JOB NAME
INSPECTION REQU'EST
DATE
READY FOR
LOCATION:
WED THUR FRI
1S
vr (.
:
TOWN OF VAIL
CALLER
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr/)DERGRoUND
g
/ouGH
/ D.w.v.
ET ROUGH i WATERtr FRAMING
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
O INSULATION D POOL / H. TUB
tr SHEETROCK NAIL
tr
tr
-
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
D
N SUPPLY AIR
tr
tr FINAL tr FINAL
PPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
\\xr\rt^\\ r.\,>\ INSPECTIONTOWN OF
REOUESTVAIL \PERMIT NUMBER OF PROJECT
DATE
INSPECTION:MON:\\
- S t\$
JoB NAME .\
CALLER
TUES THUR \FRIIREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
&:ry'::; ROOF & SHEER- PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
$'tr_
HEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELEGTRIGAL: .MECHANICAL:
tr
tr
tr
tr
TEMP. POWER tr HEATING
ROUGH tr
tr
tr
EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
oot, /O-0*?? rNSPEcroR
4ul1 I
INSPE
T NUMBER OF PROJECT
CTION REQUEST
TOWN OF VAIL TPERMI
DATE 1-z 5 -9J JoB NAME
CALLER
TUES PMAMREADY FOR
LOCATION:
INSPECTION:MON WED THUR (!!
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V,
tr ROUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
_ ROOF & SHEER' PLYWOOD NAILING E GAS PIPING
tr INSULATION tr POOL / H. TUB
D SHEETROCK NAIL o
trtr
FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
o
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
tr
tr FINAL tr FINAL
S4PPnoueo
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
The fo'l 1 oivi ng pa rt'i a'l
on Purchase Order l'lo.
Tor,rn of Vail
Purchase 0rdcr
Partial Receiving lteport
delivery has been received from
Qcz 3 B'{ Yez
l,,cut, (t, 8/Ltz
on I clUA.l,trrrYtT!l,t No.
1 .--t-' It,-2,12L(.< 2:
vlA DESCRIPTION
/-t!;-t.-'a.tc
Tlr e alrovc joods vcrc reccivcd in good ordcr exccpt ulrcre noted.
L.r t c _U*-yL_ts1ci signna ('d-
[tllnwn
department of community development
vail, colorado 81657
B03l 476-s613
[4ay 11, L979
Weshrlnd/Lan&mrhbx 4tI
Vail, @ 81657
Re; Rrb}ic/kivate Joint Vqrfi;re ProgranrPathrway betueen Lan'jrmrk and lYesturind)
Ibar Sir:
I an sorry to inforrn you that your prcject has not been approved
as part of the Rrblic/Private Joint Venture Program for 1979.
the Tcnn Council bas declded that yor;r project should not be
funded due to its being located on private property which is
not directly adjacent to a public way.
I vu'fld like to thank you for applying and hope you have a good
. slnltEr.
Sincerely,
fu)-8,0*/,"'Jarcs A. hrbin
Zoning aAU." lstrator 07,
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>lE
NOTICE OF PUBLIC HEARING
NoTICE I5 HEREBY GMN THAT Mr. 0ran Palmateer, representing First
Westwind @ Vail, has applied for a setback variance from the provlsions of
Section 9.602 of the zoning ordinance,Qrd'inance No. 8 (Series of 1973) jn
order to construct an entry over the southwest entrance approximately 3 feet
from the property'ljne. Application has been made in accordance with Section
'19.200 of the zoning ordinance. Said bujlding is located on a tract of land
described by metes and bounds, Vail Lionshead First Filing'
A Public Hearing wi'11 be he'ld in accordance with Section 21.500 of
Ordinance No.8 (Serjes of .|973) on November'13,'1975 at 3:00 p.m' before the
Vail planning Cormission whose decjsion wjl'l be transmitted to the Town Council
for fina] decision. Said hearing wi1'l be he]d in the Vail Municipal Building.
Tol.tN VAIL
DEP 0Fc TY DEVELOPMENT
-.-1
Di ana
Zoni ng
S. Toughi 'l
1
Admi ni strator
Published i1 the Vail Trai'l 0ctober 24, 1975
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN THAT Mr. Oran Palmateer, representlng Flrst
Westwind G Vail, has appl'ied for a setback variance from the provisions of
Section 9.602 of the zoning ordjnance,0rd'inance No. 8 (Series of 1973) in
Order to Construct an entry over the southwest entrance approximately 3 feet
from the property line. App'lication has been made in accordance with Section
19.200 of the zoning ordinance. Said building is located on a tract of land
described by metes and bounds, Vajl Lionshead First Fil'ing'
A Public Hearing will be held jn accordance with section 21.500 of
Ordinance No.8 (Series of 1973) on November'13,'1975 at 3:00 p.m. before the
Vail Planning Comnission whose decision will be transmitted to the Town Council
for fina] decision. Said hearing will be held in the Vail Municipal Building.
TOl,lN
DEPA
VAIL
ENT OF
Di ana
Zoni ng
S. Toughil'l
Admi ni strator
Published i4 the Vajl Trai'l
TY DEVELOPMENT
-.--1
0ctober 24, 1975
I
I Orrn I prulrhfnntrt
" Geil6ral Htnrycn
Westwind at Vail
P.O.Box427
Vail, Colorado 91657
(303) 476_5031
AT VAIL
Jf;' ,,hl*": ,/*/t/,,,e* y'
/'/tvzL"n J
UY).t* t^'i''' c''l
Fr- r4lo"^ Ptr 4
App I i
Hea r i
Final
o
APF . CAT ION FOR VAR IANCE.
And,/0r
Ci,:.i;lTl0NAL USE PERMIT
0rdinance I'lo. B (Series ot 1973)
ca t i on DatOctober 20. 1975 Pub I i ca t i on Da te
ng Date_Hearing Fee
Deci s ion date for Town Counc | |
| (we ) FIBST WESTIIIND e VAIL of 5h8 South Frontaqe Roaal(Applicant)
Coloraclo
(Address )
Valf(State) (City)
do hereby request permiss ion to appear before the Va i
Commission fo requesf the following:I Planning
q(x
(
(
(
Variance f rom Arti
Zon i ng Change f rom
Park ing Va r iance
Conditional Use Permi
in CC X-
cte7,6o2, Section
TO
f to allow
Zone.
For the following described property: Lot/ tract_,
Vai.l Lionsllead, First Filing
B lock
Fi ling Number
Clearly state purpose and intent cf this application
'rtre lurpose of this apglicatj.on is to receive approval for the construction of an
addi t:L6n consistina of L protective cover over the Bouthvest entrance to the garage.
Ttre intent is t,o create a. covering that na']te s entrence to and fronr said builclin8
Bafe and tq nq&e said afea more aesthetic tha^n at present.
What do you feel is the basis for hardship in this case?
fhe existing bullciing is 5' from the property line vhich nakes any ailditions
for safety and aesthetic reasons irtpossible according to present zoning. The
present bullding was conpleted ln 1969 before being snnexed into the Torm of Vaif
"nd before present "oning lars. Pleor. ,..," t<. i\^ol bo. \l €,.\"o-^e
First Westvlnd @ Vail/oran F
General Manager
o u\rsPEcrlru F|EEL'EST
VAIL
TIME RECEIVED'- AM PM gOrrr^ ',,'li.,,...,,-,t,,rr,.,/.,,.:a.t.,, i/r,,1 .'f...',.tt.,-.,!.r.,:-r,
C orHen ! penrral.LOCATION
MON
COMMENTS:
TUE
READY FOR INSPECTION
( WED ' THUR FRI AM PM
Elfp.pp Rov E D
E upoN THE FoLLowrNG coRRECTToNS:
CORRECTIONS
I orseppRovED fl nerNSPEcr
INSPECTOR
o
November 11,
lfestwinds At Vall
Oran Palmateer
P.O. bx 427Yal1, Colorado 8165?
Dear Oran,
Please be advised that Bill Pierce and myseLf have
inspected the addltion enclosure to the lfestwindsto meet uniform bullding and fire code.
o
box roo r vril, colorado 8t6sz .
t976
3O3. t| 76-5613
revlewed and
and find it
MWC/Jb
cc: Bill Pteree /
CarlleLe
//
forr*ou.o E olseppn
F'LUMEIING'/MECHANICAL FEFIMIT
TOWN OF VAIL
ADDRESS Box 427
oF BUILDING: Lobbv and Office Remodle
oF woRK: E r,rew E aoornoru E neuooel fl neparn
oFWoRK: Additional baseboard and one zone valve
MECHANIGAL: NUMBERNG: NUMBER
TOTAL FEES: $ 7.50
'*'//,bf7r.
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TIME RECEIVED- AM PM
I II\ISFECTIN
TOWN OF
HEEUEST
VAIL
E oruen ! pnnnal.LOCATION
READY FOR INSPECTION
WED THUR AM PM
I eppRovED
fl upom rne
CORRECTIONS
@rc/-sapp RovE D
NG CORRECTIONS:
D netNsPEcr
rNseecrGru
I
"f.:.
TOWN OF
FIEOUEST
VAIL
DATE . ',.i + t',' /: ' \ -." JOB NAME _),
T|ME REGEIVED 'i '''. AM PM CALLER
! ornen E panrral.LOCATION
READY FOR INSPECTION
MON TUE
:.,,.\i r'' WED.,j THUR
COMMENTS:
tJ APPROVED E orsnppRovED fl nerNsPEcr
EI upon rHE FotLowrNG coRREcnoNS:
CORRECTIONS
.F'rF.t f-_rn-T,. _qlgTs t
FIEOUEST
F VAIL
rNsPEcfiru
TOWN
TIME RECEIVED- AM PM CALLER
E orxen
Elap+noveo
Epnnnau
\
READY FOR INSPECTION
El o! snpp Rov E D
FRI-AM PM
! nerNSPEcr
LOCATION
Eltpor,r rHE FoLLowtNn aor*rtr,orr,
CORRECTIONS ,..
nuseecrOru
TOWN OF
FIEGIUEST
VAIL
JOB NAME I
TIME RECEIVED- AM PM CALLER
E orHrn fl pnnrrnl LocATroN
READY FOR INSPECTION
MON
COMMENTS:
TUE WED THUR FRI AM PM
E nppRovED flotsappRovED ! netNsPEcr
! upom THE FoLLowrNG coRRECTIoNS:
CORRECTIONS
DATE
INSPECTOR
Town of Vail
I:I,I.ICTRICAL PERMIT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Received By
327
t/ ?/
Erectricarcon*^"tor-.,fl-A.h.t-..C/e..C-f.tte--.......
APPROVALS
$."...-.......-..............
400.a
s....JL.h .//lelil-ru
Chld Bulldlla Oftlctrl Datc
THTS FORilI 13 TO BE POSTED ON
.'OB SITE DURTI{G COilSTRUCTTON
24 HO[tnSi ADVAI\ICE NOnCE
REQI'IRED FIOR, INSPECTTONS
rHr a. /. Hcrrrlt !o., o:ivrt rr0a5t
Dris Icli RllV I rl'/-nOARD
lrlliETING:DATI OII
LtEIUIIERS PRESENT:
SUBJIJCT:
ACTION TAKBN BY BOARD:
IvtOTION : /,4'/ !
VOTE: /EoR:
APPROVED:
DISAPPIiOVIjD:
SECONDED BY:
AGAINST:
ABSTENTION:
SUIIINIAIiY:
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Town of Vail
EI,NCf,RICAL PERIVIIT
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
L92
$-.".........-...........-.-.
$. -... e?-A$- -, &-......
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tppticant-..Ytzn^fu-... K-,. .A.r*t *.*,.
SlSnatur€
APPROVALTI
THIS FORilI IS TO BE POSTED Oil
.,OB SITE DURII{G CONSTRUGTIOil
?/t HOURSI ADVANCE NOTICE
NEQUIRED FOR INSPECTIONS
lir a. t. Nal!trt a!,, !rrval l0llll
I
I
tNSPECIDN
TOWN OF
FIEOUEST
VAIL
DATE
TIME
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COMMENTS:
fl pnnrtnl.LOCATION
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CORRECTIONS
DATE
INSPECTOR
O l-."rNseecforu
TOWN OF
FIEOIJEST
VAIL
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TIME RECEIVED-'AM PM CALLER
I orxen
MON
COMMENTS:
f] plnrral. LocATroN
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00' ,cAr roN FOR vAR r ANcE
And/Or
COND I T IONAL USE PERM I T
Ordinance No.8 (Series of 1973)
Date March 27, 1974 Publication Date laarch 29, 1974Application
Hearing Date April L5, 1974 Heari ng Fee $roo.oo !.a^J')-n j'l
F i na I Dec i s i on date for Town Counc i I
(App I icant)
Colorado
F,.eterson P. O. Box 1408
(Address)
Phone 476-2427VaiI''
(State)(City)
do hereby request permission to appear before the Vail Planning
Commission to request th.e f ollowing:
) Variance f rom Article
-t
Sect ion
to) Zon i ng Cha nge f rom
X) Pa'-king Variance
) Conditiona I Use Permi
tn
T to al.l ow
Zone.
Clearly state purpose and intent of this appl
For the fo.l lowing described SroOerty:od/tract, I , Block--
Fi I ins Numbe , V;l {"2.A {-*"t-
ication:We are re-
covered''questin a variancb to allow us to" provide 60 arkin sDaces
in lieu of 86 covered parking spaces out of a total of 114 s aces
reguired.We are providing a total bf I54 s ces, 40 s ces more
What do you feel is the basis for hardship in this case?'{e are attemp-
ting to provide eionomical employee housing. If we are required to
erably down-zoned the property by reducing density well below the Town
requirements.
then are required.
provide the additional covered ces, the cost will by nece-
ssity be passed on to the tenants. We are providing 40 additlona!
outside spaces which the town does not require. lle have also consid-
i cant
Fltt OCT 1 5 1974
/
Town of Vail
ELECIRICAL PERMIT rou Name..-(d.e-.5-1:.C,U., : .*J 5... H /-o..,*t'o.i.u.i,a.s-,.....
eppri",nt....-(ill.tzvrz*9.n&p.*r*M.
A"PPROVALS
l.Q....se..r- 2.*
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
63
$...............-............
E.....-..{. -. a.. a...a.
s........?.9-.'...Q.o
$.......4.Q-..,..Q.p
Date
THIS FORM IS TO BE PIOSTED OI{
JOB SITE DURING GOI{STRUCTIOI{
24 HOI,JRS AI)VANCE NOTICE
REQI,IIRED F1OR INSPECTIONS
o^t" p^ia..Q..cf,.. U, 2{
Received t".......... Jk., ......... l.o-l 5 h I
t8r a. t. toa!rrr !o.r arxvlt t0rtt t
att Nov 2]74 rNsPEcrCru
-'-"-,'--*,""""._LowN o F
CALLER
FIEOIJEST
VAlL
DATE
! 91169 i: \. v-, . i, lr.r s,:,i.,- 'i ! penrrel LocATtoN
READY FOR INSPECTION
MON
COMMENTS:
Ele+rRoveo El orsnpp RovED fl nerNSPEcr
E upon rHE FoLLowrNG GoRREcToNS:
CORRECTIONS
INSPECTOR
loNo
BUILDIN GPE
t)671
IT
Applicant to comptete numbered
Jurisdiction 1'1L4..
WHEN PROPEBLY VALIDATED {IN THIS SPACEI THIS 1S YOUR PERMIT
I DESCI.fisee rrrrcxeo sx:er;
MArL aDoR Ess Fy LicX,.Sq - zto
47b-
MAI I. ADOFE3S FHON E LrcENSE t{O.
S\
ARCHITECA OR OE!'IGNEh MAIL ADDFESS PHONE !lcENgE t{o,
ENGINEER MAIL ADDRESS PHONE LICENSE NO.
MAIL ADDiE 59 BRANCH
U5E OF BUILDIN67 Trat rn
8 ctasolwork: tr NEW fl AoDtiloil Efattenntton tr REPATR tr MovE tr REMoVE
/'x 94 "
l0 Ghange of use from
Change of use to
11 Vafuationof work:$ QQC2 eeeutr ree ftj
SPECIAL CONDITIONST
Slze ot Bldg.
(Totall sq. Ft.
NOTICE
SEPARATE PERMITS ABE REOUIRED FO8 ELECTRICAL, PLUMB.
ING, HEATING, VENTILATING OB AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF IIIOR K OR CONSTRUC.
TION AUTHORIZED IS NOT COMMENCED WITHIN OO OAYS. OR IF
CONSTRUCTION OR WORK ISSUSPENDEDOR ABANOONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
PLAN CHECK VALIDATION cK.
.1,11
INSPECTOR
iEOiDEi FROM: INTERNATTONAL CONFERENCE OF BUTLOING OFFICIALS ' !O SO. LOS ROBLE3
'PA3ADENAI
CALITORNIA 9IIOIForm lOO.l 969
a
N il,o* H//I
BUILDI
Jurisdiction
to complete numbered Wces only.
€
I] IS EE ATIACHED !HEE'I
zIP PH OiI E
LtcEt{sE No.j
AiCHIYECT Oi DESIGNEF MAII AODhESS ' PHONE LtcEt'lsE il
EXGII{EER ADDhESS PI'ONE LICEN9E NO.
LENDER
6
MAIL ADORES9 b'ANCH
U3E O' BIJI LDINE
7
8 CIASS Of WOrK: tr NEW tr ADOITION tr ALTERATION il NTPNIN N MOVE tr REMOVE
Change ot use to
il valuationotwork:g _<DO *
PERMTT FEE t O.&
SPECIAL CONDITIONS:
Size of Bldg.
(Total) Sq. Fr.
,/l ,rf)t_ v A,j
OFFSTREET PARKI NG SPACES:
NOTICE
SEPARATE PERMITS ABE REQUIREO FOR ELECTFICAL, PLUMB-
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCEO WITHIN @ DAYS, OR IF
CONSTRUCTION OR WORK ISSUSPENDEDOR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
SOI L REPORT
WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT
PLAN CHECK VALIDATION cK. M.o.cAsH PERMIT VALIDA TION
p 'll
INSPECTOR
REOROEi FROM: IN TERNATIONAL CON FERENC E OF BUILDING OFFICIAL9 '
IO 50. LOS iOELES
'
PASADENA, CALIFORNIA 9I IOIForm 1OO.1 $69
-rxspbcrroN npconn t
BUILDING DEPARTMENT
Vail, Colorado
Phone 476-5613
To Insure Inspection the
same day call :
476-5613 before 11:00 A M
DO NOT COVER UP ANY
WORK NOT INSPECTED
Notice: Inspections will not be made unless this card is posted
on the job. -ALL subcontractors must be licensed and sigrt this
ca,rd to obta,in inspection.
Permit No. ,.',
Name
Concrete
Heating
Electrioal
Plumbing
Roofing
Dry W
T() G(IiIPLY WITH CODE
INSPECTION RECORI)
Inspection Date Approved
To obta'n in:pections call 4?6-5613. Inspections will be made
the same day on calls before 11 A. M. No inspection will be made
on Saturday, Sunday, or legal holidays.
Inspections will not be made until
nermit has been secured anil contrae-
lor ha^s signed and placed his llcense
number in the spaces above.
Rejeoted 'By
-l nrcotricat-
Heating o-
, -zr- 6,
Certificate of Occupancy and Compliance must be ob- -q
tained befor€ structure is occupied.
Fram€
--
APPLICATION FOR BUILDING PERMIT
THE TOWN OF VAIL
Applicant fill in this section onl
BUILDINGJNFORMATIOI!
New ./ Additiou
Alteration- RePairs
Type of occuPancy
(A1l parte of building)
Td.l f1""" ""." ( srs ftl-@!-p Q,ao
No. of rooms--
No. of water closets
No. bathe-
Idt.
trou
Name
Address
City
Lot
Block
Subdivision
Approval by p
permit.
Tel. No.No. of Families
ESTIMATED COST
or coNsrF(vcrroN:+/^e
(Materirle & Labor).d
b0
ru
t1
(Circle correct claaeification) ^l. Type of conetruction I.II.ruC)V.
Occupancy group A. B.C.D.E-. C@Ul.
Signed
(Perrnittee)
architectural control co4lmittee to obtain
Building address
Date of Application
Tel. No. /41-,.r{e'
Addre
City Tel, No.
ffi
building
BUILDING INSPECTICN
Receipt of Plane _ t:Ze_-lL*- -__..._ __ Approval of Plane ty't raarte/
-(2 sets required)Date "/fAmount of Permit F"" $ tfzt.zS* to./)/JlS P^idt Caah $
Amount of Clcan up Fee $Paid:Caeh $
Date
check \Urc
Check $
id Amount_ate perrnit iesued 3-lZ-l? Tap fee pa
Final inepection t(/t?/6T<7Zfl- Construction
certif icateof o"fr f liEf &-i6;pt-iiiii@/Z-Afr%clean- up
tt.ra
/O o+<t
(/ arao d'Aa
6.ae
7a 'eo
{2. t')
2 2'' act
?eul ' n'
/ 4t f'>-o
J.e7.75
- fe-trt'*
-. 2/* 6rt
zfo.oo - A/**
/nfa / - /77 )J .2 f
''*/- /@
3tx3
Ztx 2.fo
:fc2 x ,/cfO
7aa r /
'{7izJ ' 2t'FrZ /,
- z-;) a€
- ta') 'z'd
- ,/tl ar) aO C
- 8/4 r.a
]UII,DING PEIiMIT
' Vai I, Colore do
Dut. /ana 4 19 (2
Pe rmit
Pe rrnis sion is heleby grantcd ^/)a./.n /ontt fo.
as Caa.*-ocfa, to co'tt*...f v l/t story
on /ront t/a../ 4-r4
l ddre s s /y'afnrr,"/., ., f J/a ,'/
In accordance with the provisiollb^ sct forth by the Vail
Cornmittee, subject to the rul€is ancl regulations a s s;et
Plotcctive Covenants. ancl i r-r cornpliance with the I964
T'ype of C onstruction Group
-l rchitectural Control
f orth in the Vail Viliage
Unif o rrn E uilding C ocle .
H
Contractor
-,f 1rp r o ved 4*-./,f4.,4?.,4,l.-..
VaiI B uilding
INSPECTIC)N RECORD
(For Departrnental use Only)
INSPF,CTION
J.'OUNIJ;'I. IONS
.'PPROV-A i-COMNTtrNTS DATl-.- & SICN-^TURE
FR.I MING
FINA L
uI]
)a
ROI-]GI-Io
OJ
FINI ]-
ROUGFI
l.n
b
al
J
0-r FIN,,1 L
ROUCH
b0
i,(i
0,i[
tt
a
FINA L
Vail , Colorado
January lJ, 1972
llr. Ed Struble, Building Official
Town of Vail
Box 631
Vail , Colorado 81657
Dear IvIr. Struble: Re: gas heaters in driveway and. venting of
garage
The infrared gas heaters have been removed from the drive
ramp as further assurance that no gas can escape.
2. Concerning the ventj,lation of the qara e, I am enclosinq
a cooy o1" a letter: from Richard Ekrem, i'/cstrvi.nd Condominirrm
Assoeiatj on Presi-dent, and a fact sheet on the Dayton
Roof Venti-lator fan. f do feel that the letter in itself
is self exolanatorv and therefore rvi.ll. not add any of
my own comments.
Thanks for your heln and i.nterest in thi-s matter.
Sincerely yours,
CFP
Cooies to:A1 Hanna
Richard Ekrem
Itlarlin Hadlerr
Robert Redpath
Ed Lamrrert
Gene Dellas
Barrv lvlerr i.1 1
Phil WoodwarC
A\NSr""^/ ?"J^r,ffi'.
Oran F. Pal#ateer. Ivlanar|en
YOUR OTHER WORLD ON THE EDGE OF THE WIND
Richard T. Ekrern
1193 Old Tale Road
Boulder, Colorado 80302
January LOt L972
Ur. Oran Palnate6r
lrlanager, Westwlnd at VailP. O. Box 427Vall, Colorado 81657
Dear Oran:
The citatlon by ltr. Ed Struble, Bulldlng Inspector, Torrn of Vail ,regardlng Unlform Bullding Code, Sectlon 1109 (open parklng garages)
and more apeciflcally ln our car€ Sectlon 1105 (llght, ventllatlon
and eanltation) of enclosed garager poaca the gueetlon aa to thecorrect arnount of ventllatLon ln a Eroup F occupaney where auto-
urobLles are stored.
Speaklng for the Flrat Weatwlnd at Vail Condonl.nlun Aesociatlon,I appreclate the concern of alert bulldlng offlcials ln calllngattentl.on to porslble dangere to the safety of our asaoclation
owner!, trenters, and/ot our property.
The ventllatlon requl.rements of the Unlforn Bullding Code, however,
appear to have been met by the origl,nal deeLgn epecl,flcations, ce!-talnly reviewed when the bulldLng permLt was taken out and acknow-
J.edged ar properly lnstalled and operable when the certlflcatc of
occupancy wag lggucd by the Town of Vall.
I have revlewed the orlglnal plans and speciflcatlons by Anderson,
Barker, and Rlnker and offer the following fact lnformatl,on. Thc
volurne of the "F" DlvisLon I occupancy lg 80,000 to 8{'000 cubLcfeet. The fan capaclty for an air chang€ every 15 rrinutea ls 5,300to 5,500 C.l..M. Tha exhauet fans of the dealgn pJ.ans and epecifl-catlons eall out two unLts powered by one-half horeepolret, three
phaae motora. ThE two unlte furnished are each Dayton Model 3e05{,
18 Lnch wal,l mounted ventllatorg rated at 2520 C.F.I'|. Alr dellverylc rated ln accordance wLth A}ICA test sodee.
ft le apparent that all- intent of desl.gn as well as conetruction
conpletlon naa to, and does meat the code.
If Mr. Struble deglres to pursue these facte further, f eannot ae
a profecsLonal engLneer and Pregldent of Weetwlnd at vall be the
profesel.onal expert. we w111 , lf necessaryr review the probleut
wlth the orlglnal archltects.
Our buildLng Ia recognized as one of the most outstandlng and wellbullt structureg ln Vall, and my review of the orlqinal documents
merely confLrne thie fact.
llr.Oran Palmate€r -2-January 10, 1972
I do howavor' diract you to do tha follorcLng ae the resldent nant-
ger ao that wc are not ln v{olatlon of the "Fr DivigLon I ocoupancy
by lgnorancel
l. Poat two each aigns that notify automoblle storaglo uaera
that 'no autonrotlve repalr work le allowed.o
2, No Btorage of flannable llqulds ln the garage la allowed
other than the garollne ln the autonobiles.
3. Asauro that the two fans ar€ oP€ratlng.
4. Do not allow automobile motora to be excesslvely operatcd
for othsr than entrance to or exlt frorn the garage-
f have eettt you two coples of thls letterl plaare uae one wlth ths
accompenylng Dayton Fan Data Sheet ag backuP to your letter to llr.
Struble, prlor to Janu&ry 15, L972. Alao Eend copy of, your Lettrr
and attachmcnts to all executive dLrectors.
Flrst lrlestwl.nd at vall
condorolnlum Aeaociatlon
Attachrcntg
mE,&b
cos AlHt C. Eanna
P€rcy wllson uortgeg€ t PLnance CorP.
221 North La salle st.
ChlEago, IUlnole 60601
[lebrcl Vaggalic
1700 BroadwaySultc 2002
Denver, Colortdo 80202
l.
Slncorcly,
t( Q^-^R. T. Ekron
Prcsl.dent,
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VISii. GRAiNGE;1'S-SEE Ti.IE LARGE STOCKS-.I(NO\Y THE
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You'll like lrhot yo!, !ee otycur reorby cr"...r^. 1r.",-jj & . linre,ycu nc':d tornelhi'rg in
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from Cr!lcrc-'S SlrrCk ta
' trpt lIt (:etrtrri f)i:tri'orl.
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F.t r . C r,1 n Fn I r'.n t** riiestwinri rt Vall Pron*rt lesF. O. 8ox 4lf7
Vat l, ColoreCc
i)ear Slrr
rre r our conversatlon of i.roconbc.rr ?g, thls lotter ts to Infornyou on thl followinn:
| . The gas h+;ators e lono your c.l rlvoroy to the park Ing garFSonre nftncQn f r'i |-i;l I nr' aq f or Os f ho Codo I g cOncornod ln froreip€rls; {lex I lnes cannot be ussd and each h€ater pusinave ii s'ieel plpe or concret6 abutrnont ln front of l+so a veir lc le cannot hlt the unlf d l rect ly.
2. In checkln$ thls et your request, I have found your parklng
!]arage tc be nonconf orr:rlnq and hazordous. In aecordancavlth Section ll09 of the Unlform ilultClng Code, pBrkln.c;(.t rages sh e | | be 50I opon on fwo or noro s l des to be ven_tl loted try nafural n:erang or shal I bo mechanlcrlly vsntl latedsufflcl€nt to provlde ono co'io lote change of alr €v9ry l,
r, lnutes. such r.necfranlcar oxhausf ventr ratron shart betakon fror' a polnt at or noar the lloor level.
ln ref erencc to lten I'to. l, you havs alruady tskrn r corroctlvaReasure by havlng; thon shu* off, but there ls stl ll o posolbledan(!er 6s lonir as' ?here ls gas In the ltnes.: f horaforc', theyshou I d be repa I red to rreet code or rosiovod as soon os DosB I b I e.vlith reg6rd to the nonconfornlng garage, I rl ll have to hovearl ansh'e.- by tlre r5th of January as to nhat actlon you planto tnkq: f or corre,ctlon. lf you ptan on uclnc nochonlcal vsntllo-tlcn, Inust havc calculallirns subnlt*ed by i .*gistered nrechanlcaleri., I neor.
Yol rt t ru I v ,
Ed Strub letiulldlng 0f f lclnl
d!,
1,\.'lii l-' . i(\.. tlt
L. I'
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lrt)es/ utt'^t/s
l/",{io,u'h*/ /st
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT PETMiI #: 895-0013
APPT,ICANT
CONTRACTOR
OWNER
Job Address: 548 S FRONTAGE RD
Location...: 548 S FRONEAGE RD
Parcel- No.. : 2101-063-12-013
RUSTY SPIKE ENTERPRISES
, vArL, co 81658
RUSTY SPIKE ENTERPRISES
, vArL, co 81658
MEIER DONALD L & JUDITH E
400 E RANDOLPH t7 17, cHrcAGo rL 60601
WEST StaIUS...: ISSUED
#209, WApplied.. : 12/30/Igs4
I6sued. . .: Ol/03/L995
Expires..: 07/o2/L995
Phone: 3034764374
Phone z 3034'16437 4
fof tlood/Pa t Let:
Description:
WINDOW
Occupancy: R1
Type Construction: V
Type Occupancy: R1
Valuation:
Fi rep[ace Information: Rest ri cted:
MuJ.ti-Family
l--HR Type V l-Hour
Not in tabfe!
/5U
#0f Gas App I iances.#of Gas Logs:
Add Sq Ft:
*******************************tr****S***lr******** FEE SUtlt'IARY *lr******|Hr***'tir***tr****|t**'t**!k**jr**rrffiffiir****t*ffi*****
Bui Lding-----> 29.00 Restuarant Ptan Revieu--> .00 Total catcutated Fees---> 50'85
Pl.an ch!ck---> 18.E5 DRB Fee--------
Investigation> .oo Recreation Fee----------> .oo Totat Permit Fee--------> 50-E5
Ui|'|'ca|'|.---->3.0oc[ean-upDeposit-------->.ooPayments---------------->
TOTAL FEES-----****f,ffirtffi rffi trffirrrffi *ff ffi *ffi ,rffit*t tffi twrt*ffi ****i**tffi *f,rnffirt****Hffirt|i*lt
Item: O51OO BUILDING DEPARTMENT02/16/1995 TRYNIS Action: APPRIt'em:' 05400 PLANNING DEPARTMENT02/L6/1995 TRYNIS Action: APPRIt'em:' 05600 FIRE DEPARTMENTITem: O55OO PUBLTC WORKSrTem: O57OO ENVIRONMENTAL HEALTH
Dept: BUILDING Division:
Dept: PLANNING Division:
Dept: FIRE Pivision:Debt: PUB WORK Divis!on:Depu: HEALTH DlvJ-slon:
***ffff***ffiffi********ffiffilrtr*tric'Sffiffir***ffi***ffiff#**tr*#**irrrtt#rtrinffirlttr*ffir**lt**,rffrffi**Jr*tffi
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowtedge that I have read this appl,ication, fil,ted out in futt the information required, conpleted an accurate ptot
pLan, a;a state thlt atl, the information pro;ided as required is correct. I agree to compLy with the information and ptot.Ptan,
io compLy vith aLl, Toun ordinances and st-ate taws, and io buil,d this structure according to the Town's zoning and suMivision
codes, design review approved, Uniform Building Code and other ordinances of the Torrn aPPl'icabte thereto.
REoUEsTs FoR INsPEcTIoNs SHALL BE ItAoE TI.IENTY-FoIJR HoURs IN ADVANCE BY TELEPHoNE Ar 479-2138 OR AT OUR OIFICE FRO}I 8:OO AI.I 5:OO PII
Send C[ean-tp Deposit To: RUSTY SPIKE SIC'NATIJRE 0f 0ttllEn OR CONTRACTOR FOR HIIISELF AND OtlNER
********************************************************************************
CONDITIONS
Permi-t #: 895-0013 as of o2/L6195 status: TSSUED
********************************************************************************
Permit Type: ADD/ALT MF BUrLD PERMTT Applied: \?/,29/,12?!apprici-nt: Rusiv sPrKE ENTERPRTSES rssued: 0\/91/.\29,5_
3034764374 To ExPiret 07/02/1995
Job Address:Location: 548 S FRONTAGE RD *209, WESTWIND
Parcel- No: 2101-063-12-013
Description:
WINDOW
Conditions:
oo
****************************************************************
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0006 Amount:s0.85 02/L6/95 11:33Init:Payment Method: CK Notation:6830
895-0013 TyPei A-MF ADD/ALT MF
2101-0 6 3- 12-013
548 S FRONTAGE RD WEST
548 S FRONTAGE RD #209, WESTWTND
50. 85
50. 85
50.85
Balance: .00****************************************************************
Permit No:
ParceL No:Site Address:
Location:
This Paynent
Account Code
01 0000 41310
01 0000 41332
01 0000 41336
BUILD PER
Anount
29 .00
18.85
3. 00
Total Fees:
Total ALL Pmts:
Description
BUILDING PERMTT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
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S * * * * * * * * * * * * * * * * * * * * * * * * * * * * + pERl{rr rNFoRl{Arroil,\r ,.::::..."::::"""*;;,TJ;,I l].30.[ieffi[nnnru****,
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HttEkJob Naroe: &tfuekL httttDoc^)tN EYtSlrA6Job Address: -f o. FRoxtr+eE RO. asncc
L'JeST.D/ND - AO7 ,_Legar Description: Lot- Block- Filinq SUBprvrsroN: r/f .(r (J€Szr.rr
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BUILDTNG PERMTT FEE:
PLI'MBTNG PERMTT FEE:
ITfECHANICAIJ PERUTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OA FEE:
DRB FEE:
Olrners Nane:
Architect:
ceneral Descriptionz ()AJD
Addressz +Db . Stuootfrt' /?/ip:ntZ/reE@/ScH(c*a6 /L-Zo6a /Address: ph.
Gast >€/K) Ee-o
BUTLDTNG pr.lN cHEcK FEE: /g-
PLUMBING PI,A}T CHECK TEEs
!,IECHANTCAL PI.AN CHEEK FEE:
RECREATION FEE:
t/ cLtaN-UP DEPOSTT:I\? TOTAL PERMTT }EES:
Af-
VALUATION
ZONING:
STGNATTIRE:
work class: [ ]-New [ ]-Alteration frl-aaaitional [ ]-Repair [ ]-other
Nunber of Dwetling Units: Nunber of Accommodation Units!
^ llrmber and Type of Fireplaces: Gas Appliances_ cas Logs l{oodlpellet_v
It*rr******************************* vALUATToNs **** ******** * *************** *****
iulr,prHe, +7fO.0C Ir,EcrRrcAL:$ orHER:!_
r}Lnr.{BrNG: F- - }recgAir'i;;;;i- rorAL: t_-rY
,u;:::i.;;::::i:::.;:z:tr"<g?)rygg:o,_33'roN-1:*::*:.*::*:*"************C-ontractorz R!-sr\ 1?=ttse Etl-relr-f RtSe sW.-l5_t"I vAtL gl6sE-Address: a-xlgl'r 3;H"RH:1,".9. No.-
ffi;::::.r contracro'r *r{r-"U;;; -il
Phone Nunber:
Plunbing Contractor:aaaiei=l ---------\Jr'
- ff:l"Rffill,*'n' No.-
llechartical Contractor:
Address:Phone Nunber:
********************************FOR OTFICE USE ******** ********** *************
- 'r'e'rlArJ PERTTTT )ry,//
3YEHiffi,44u
Doru+tD |na&
5+8 sa. rai*e ?o. ao7
t/A/L_. Co. 8/65*7
CLBAN UP IIEPQSIT rEnND ms
TO:
FROM:
DATE:
RE:
A MEMORANDUMv
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A "PUBLIC WAY PERMTT'IS REOUTRED
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public progerty?
ls any utility work needed?
ls the driveway being repaved?
ls ditferent a@ess needed to site
other than existing driveway?
ls any drainage work being done
affecting the right of way, easem€nts,
or public property?
ls a "Revocable Right Of Way permit'
required?
A. ls the right of way, easements or
public property to be ussd for staging,paking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
It-v9u- a19yer9d yes to any of these questions, a "Public way permit" must be obtained.?ublic way Permit" applicationg miy be obtained ar the pubtic work,s office or atc,grylitv Development. lf you have'any questions please caltCnarrie Davis, the Townof VailConstruction Inspectoi, d 479-21ffi.'
,-- | have qead and answered alltherne/E< I *
above queslions.
1)
2)
Please answer the follbwing questionnaire regarding the ne€d for a ,public Way permit':
YES NO
K
Y
X
BeSrD€ S/u( i;> ftu fffQ€ST Q +LL_
/2
3)
4)
s)
6)
X
X
8)
hstuo 5
Job Name Contracto/s Signaure Date
3o
lnwn
75 roulh frontrgG rord
urll, c61666s 6557
(303) 479-2138 ot 479-2L39 ottlcc ot communlty d.yclopmattl
BUILDING PERI.iIT ISSUANCE TII{E FMIIE
If this peryit requi.res a Town of Vail Fire Departnent Approva.l,Engineer''s. (Public 19$) review anO ipp"oual, a planning-Departmentreview or Health Department review, ani-i-iiuid ;i';il";rTiaingDepartment, the estirnated time for'a iot"r ;di;.-;"i"ia[!'as tongas three weeks.
All comnerciar (]arge or smailt) and arl murti-famiry permits wiilhave to follow the ibove menti6neJ-maiimum reguirenents. Residentiarand small projects shou'ld take a reiier-'amouni of time. However, ifresidential or sma'r't er .projecis-impici' the various above mentionedlgll"llla:, with regard' to-necessiry-"eui"n, these projects mayalso take the three week period.
Every attempt wir'r be made by this departrnent to expedite thispermi't as soon as possible. - vY -^TEvr eE er'
l:-il. undersigned, understand the plan check prrcedure and timetrame -
/a-=o
Corrnuni ty Developnent Department.
o
o
o
0asement
Wndow Sizes
Vent and Fixed Units
(902)
(8891
(445) (546) (5s7)
(432) (533) (584)
99
tr
2020cc
m
1ffi]
'm'
2tltzcc
m
2048CC
m
205'lCC
m
20mcc
m
2068CC
tr
't8t 8cctr
1820CC
m
1030cc
E
1836CC
D
t842CC
n
lM8CC
n
185aCC
m
rt60cc
ilIt
iltl||tl
IIJJ
186[CC
E
1220CC
U
r230cc
m
t236CC
m
1242CC
U
124ECC
n
1254CC
m
1260CC
fl
12t8CC
tT-il ft-iltLJt tr__Jl
2a20cc 3m[cc
Nt-------l
IU
2421t,C
E2t30cc 3030ccntr trtrEE2436CC 3036GC 36:r6CC r236CC 4836CC 5436CCrE trtrtrE
2a12CC 304ZCC 3642CC a242CC 4842CC 5442CCEE Etrtrtr244!CC 3048CC 36{8CC ,l248CC 4848CC 54rl8CC
NE EEtrtr2{54CC 3(F{CC 3651CC 425,lCC {051CC 5454CCnn nnnnru rJr tJ tji Lil tJ
2400cc 3060cc 366rcc |260CC 4tiocc s{mccnn trFrmqumr dl utitil2t68C[ SmtCC 3660CC
'lLLnit standard wilh lempered glass
F=Fixed unil only
- Smartsash'I' insuLaling gLass is 0nlyglazing Opl:i0n.
tl
E
1615CC
tr
1620CC
n
16:]0CC
m
r636CC
m
1642CC
E
1640CC
a
1t51CC
ffi
1660CC
F an€ ''t 1 Y
an-
;
N
a\l
a.r
hsigner Series-
AwninsWindows
"T7re maintenance-fiee aluminum cladding on Pellaa Windows k mucb better for our climate. viTtj,l jrlst
bakes and shrinks in tbe summef and. it can brcak or crack uben ltb cold.',
lVotld cons truct ron adtls bw u.l1',
strmglh, and thurnal rcistance thut!
1 ,500 ttmes grealer than rnetal. Srch
amm arefttsbwl tltree vths-inter-
knkiry1 unod jainl,:, metullalmers
and ghu to stny hue.
Cornxkm-resktant ala-
mlnum claddlng uilh
aur adtuned baked'on
LndtruChd" finirh, 1ro-
ta$ modfrom a'ert lnrsh
:;ancDo,tl etuiro me lt.
And alumiflurn unn'l
uarp. cnrk or Elil lihe
tin.yl. Wite, Tan atul
I aun re slatultwJ-
or lnmatu ters a ot
cboav lrcm an ona.y'
oJ distinctitu alars.
Innot)athte gl.szlng
optlons hrclule
lnnlShitltX" iruukkryq glnr.s,
SmarL\zsh Il ghzry4 @hith
allou,s lytlla pfui a sbudmg
,ptian). 1ur Stnarl&:tsh II q).tlem
(hiph llluzing pfus room for ane
option) and our uftra-efinml h*ul-
Slield D( nstem.
Dennis Spadl
Spady Conshuction
Chanpion, \eb.
For easy clcanlng of outslde
glass, tln vsh tnoux tanard lln
cenl.er of the fiam,e.
A larlety of ttrstallatton
rccessorles are auihble. ht
make your job ts uts:t' n possibk.
Only Pella factory- tests
eoery stmdail operabh
auml.ng ulndou for air
inrtllrarion. If it rkan't pas,
i1 daanl shitt.
Carumlent ope/atur
attd leb aNe laitknul
lor easy ac*x-no rced
ta remnv the screen lo apsn
u sanrell lock tfu uirukna.
All har&tnre is Pella-oryn@rd
anrl @rftskn-reststant enough
f1r suooasl enuiNmmentr. 'lt ru
standtrd fmsh optkrc are at'ailabb:
Chan4ngne, Bra.s md Wile.
\
\
t,
oGign Review Action Ffrn
TOWN OF VAIL
Project Description:
4@;'aor"ss and Phone:
ArchitecVContact, Address and Phone:
* Legal Description: Lot
-
Block- Subdivision Zone District
Projec'tstreetAddress: 5</d -4.,, t li F * , , t," rr "xI ,r..,/, \l^'. / Ccl
/
Comments:
Motion by:
Board /$taf.f Agtion
Vote:
Seconded by:
! Approval
D Disapproval
Q Staff Approval
Conditions: ,zl)
Town Planner
DRB Fee Pre-paid
\ Plan Review Based on I
I the L991 Uniform Codes
II
NAME: usmn WINDOW DATE: 1-3-95
f
ADDRESS:548 S. FRONTACE RD CONTRACTOR: RUSTY SPIKE
VAIL, COLORADO ARCHITECT: NONE
OCCUPANCY:R-I ENGINEER:NONE
TYPE OF CONSTRUCTION: V-IHR PLANS EXAMINER: DAN STANEK
CoRRECTTONS REQr.rnED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The following is not to be construed to be an approval of any violation of any of
the provisions of the adopted cndes or any ordinance of the Town of Vail.
I
I
FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
I
FrELD TNSPECTTONS ARE REQUTRED TO CHECK FOR CODE COMPLIANCE.
A STRUCTUAL ENGINEER MAYBE REQUIRED TO APPROVE AI.TY STRUCTUAL
CHANGES BEFORE A FRAMING INSPECTION IS APPROVED BY TOV.
I
1.
2.
3.
o
Project Application
Date 5-{-?7
Projecl Name:
Projecl Description:
Contact Person and
Owner, Address and Phone:
/t-- /s'
I ,h o9 A=o4nrs/- ' "oC/,, .1 (- ,,.,.,,1/, .lZ.."od;,Architect, Address and Phone:
r)
Legal Description: Lot
EJu,ro,.O", (o 2/ A )2-
Block Filing , ron. 1<-T
Commenls
Design Review Board
Molion by:
,^," {/e/r z
DISAPPR OVAL
Seconded by:
APPROVAL
Sum mary:
tafl Approval
It
('ull thc I'inrrnirtq Stal'f'tit .179-212S
APPLICA'TION IIOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is fbr any projcct rcquiriug Dcsign [{cviov approval. Any ])ro-jcct rcquiring tbsign rcvtcrv ntttst
.rcccivc Dcsign Rcvicrv approval prior to subrnitting ibr l building pcrrrit. Fol spcciiic inlbrnntion, scc thc subrlittal
'rcquircntcnts tbr thc particular approval tlrat is rcqucstcd. Thc applicltion cannot bc acccptcd urrtil all thc rcquircd
intbrmation i.s subrnittcd. Thc projcct nlay also nccd to bc rcviovcd by thc Town ('ouncil undior thc Plrurning and
trtlvlr0nn)clltronrrrcntal Conrnrission. Dcsign Rcviov Board approval cxpircs onc )'0al al'tcr linal approval unlcss a
building pcrmit is issucd and construction is startcd.
A. DESCRIPTION OF'THE REQUES'| :
TOWN OFVAIL
LOCATION OF PROPOSAL: LOT:
PHYSICAL ADDRESS:
I]LOCK:FILIr..\Ci:B.
(-
D.
ZONING:
NAME OF OlVNER(S):
MAILING ADDRESS:
( PI{O\[:
E.
r.
OWNER(S) SIGNATURE(S):
NN ME OF APPLICANT ,
MAILINC ADDRESS:
G.TYPE OF REVIEW AND FI]I]:
tr Ncw Construction - 5200
tl Addition -ss0
PIION L,:
Constnrction of a ncw bLrilding,
Includcs any additiorr rvhcrc sqirarc firotaiic is addcd to any rcsidcntial or
conurtcrcial building.
Includcs rninor charrgcs to building-s arrci sitc itrprovcurcnts. r^uch rls,
rcroolingt. painting, '"vindow additions. landscaping, t'cnccs arrJ rct,rinirtg
',vails, ctc,
For iury application rvhcrc thc applicant rvishcs to nrcct .'vith Dcsiglt Rcvicrv
Boald to dctcr-rninc whcthcr of not thc pro.icct gcncnLlll' conrplics u'ith thc
dcsign guidcliucs. Thc DRLI docs not Vorc on c0l]((-ptr[rl rc\'ic$'s.
( tllinor Altcration - S20\.<
D Conccptual Rcviov - $0
' DRBfccsarctobcpaidatthctirncofsubmittal. Lutcr,rvhcnappll,'inglbrrrbLLildingpcrrrrit,plcascidcntify' thc accuratc valuation ofthc projcct. Thc To',\r of Vail rvill adjLrst thc f-cc according to thc projcct valuation.
PLEASE SUBMIT THIS APPLICATION' ALL SUBNIITTAL REQUIRE}IENTS AND 'TI{E FEE TO THE
DEPARTMENT OF CONIMUNITY DEVELOP]VIENT,75 SOUTFI FRO\TAGE ROAD,
vArL. coI-oI{ADO {i1657,
llest
(,opY
Availablc
J;
1
Updatcd I/97
It{}
LIST OF PROPOSED MATERIALS
TYPEOF MATERIAL:COLOR:*I]UILDING MATERIALS:
Roof
Siding
Ce\..,^ {o rya{gL--@"utBlqe
* Plcasc specifu thc nranufacturer's color, nutnbcr and attach a snrall color chip
** All cxtcrior lighting rnust mcct thc Town's Lighting Ordinancc 18.54.050(J), If extcrior lighting is proposcd,
plcase indicate the numbcr offixturcs and locations on a separatc lighting plan. ldentify cach fixhrre type and provide
the height abovc gradc, luntens output, luminous area and attach a cut shcet ofthc lighting fixturcs'
othcr waf l Matcrials M^\..i^- o' li e'x , r-f, ,^g 6 v'"^t'* ,.L"
Fascia
Sot'lits
Windows
Window Trint
Doors
Door Trirn
Hand or Dcck Rails
Flucs
Flashings
Chinrncys
Trash Enclosurcs
Crccnhouscs
Rctaining Walls
Extcrior Lighting++
Other
v {,
PROPOSED LANDSCAPING
Botanical Namc Conrnron Namc Ouantity Sizr*
PROPOSED TREES
AND SHRUBS:
EXISTINC TREES TO
BE REMOVED:
*Minirnunr rcquircnrcnts for landrrcaping: dcciduous trccs - 2 inch calipcr
conifcrous trccs - 6 fcct in hcight
shrubs - 5 gallons
Typc Squarc Footagc
CROUND COVER
SOD
SEED
IRRIGATlON
TYPE OR METHOD OF
EROSION CONTROL
OTHER LANDSCAPE FEATURES (rctaining walls, fencc.s, swimming pools, ctc.) Plcasc specify, Indicate top and
bottom elcvations of retaining walls. Maximum hcight of walls within thc front setback is 3 feet. Maxirnurn height of
walls clsewhere on the property is 6 fcct'
tt
UTILITY I,OCATION VERIFICATION
This fornt is to vcrily scrvicc availability and locatiorr for ncw con.shrrclion and should bc uscd in conjunction
rvith prcparing your utility plan and schcduling installltions. Thc location and availability of utilitic.s, wlrcthcr
thcy hc ntain trunk lincs or proposcd lincs, must bc applovcd and vcrificd by thc follorving utilities for thc
acconrpanying sitc plan.
Authorizcd Signahrrc Datc
U.S. Wcst Conrntunications
I -U00-922- | 987
468-61t60 or 949-4530
Public Scrvicc Cbrirpany
949-5781
Gary Hall
Holy Cross Elcctric Assoc.
949-5892
Tcd Husky/John Boyd
T.C.t.
949-5530
Floyd Salaziu
Eaglc Rivcr Watcr
& Sanitation Distriot *
476-74fi0
Frcd Haslcc
* Plcitsc bring a sitc plan. lloor plan, and clcvations whcn obtaining Uppcr Eagtc Vallcy Watcr & Sanitation
signahrrcs. Firc flow nccds rnust bc addrcsscd.
NOTES:
lf thc utility vcrilication form has signaturcs from each of thc utility conrpanics. and no
conllllcnts arc ntadc dircctly on thc fornr, thc Town will presunrc that thcre arc no probtcrns and
thc dcvclopmcnt can procccd.
Ifa utility conrpany has conccnts with the proposed constructiou, the rrtility rcprcsentative shall
notc dircctly on thc utility verification lbrnr that thcrc is a problem which needs to bc rcsolvcd.
Thc issuc should then be detailcd in an attachcd letter to thc Town of Vail. Howcver, plcasc
kccp irr mind that it is the rcsponsibility ofthe utility conrpany and the applicant to rcsolvc
idcntified problcnm.
Thcse verifications do not relicve the contractor of the responsibility to obtain a Public Way
Permit fron'r the Dcpartment of Public Works at the Town of Vail, Utility locations must be
obtaincd bcfore digging in any public right-of-way or eascmcnt rvitlrin thc Torvn of vail, A
t.
2.
J.
v
I. PRE-APPLICATION CONFERENCE
A prc-application confcrcncc with a planning staff nrcnrbcr is strongly cncouragcd. No application catr bc
acccptcd unlcss it is contplctc. lt is thc applicant's rcspoltsibility to ntakc an appoitlttllcnt with thc staffto
dctcrnli nc additional subrnittal rcquirclDcnts.
II. TIME REOUIREMENTS
Thc Design Revicw Board nrcets on thc lst and 3rd Wcdncsdays ofcach nronth. A complctcapplication
lbrm ald all acconrpanyitrg nratcrial must bc acccptcd by thc Colnntunity Dcvcloptnent Dcpartutcnt a
milimurn of thrcc and a half (3 l2) wccks prior to thc datc of thc DRB public hcaring. with thc cxccption of
conceptual rcvicws.
III. REVIEW CRITERIA
J
Your profiosal will bc revicwed for compliance with thc Dcsign Cuidclirrcs as sct forth in Scction 18.54 of thc
Municipal Codc.
IV. NOTE TO ALL APPLICANTS:
A. Ifa propcrty is locatcd in a mappcd hazard arca (i.c. snow avalanchc. rockfall. floodplain. dcbris
flow, wctland. ctc), a hazard study rnust bc submittcd and thc owncr urust sign an affidavit
rccognizing thc hazard rcport prior to thc issuance ofa building pcrnrit. Applicants arc cncouragcd
to chcck with thc planning staffprior to subnrittal ofa DRB application to dctcrnrinc thc rclationship
ofthc propcrty to all nrappcd hazards.
B. Basic Plan Shcct Fornrat. Forall survcys, sitc plans. landscapc plans and othcr sitc ituprovcmcnts
plans. all of thc following trlust bc shown'
I . Plan shcct sizc nrust bc 24" x36" , For largc projccts, largcr plan sizc may bc allowcd.
2. Scalc. Thc luininrunr scalc is I "=20', All plans nlust bc at thc santc scalc.
3. Craphic bar scalc.
4. North arrow.
5. Titlc block, projcct nanrc. projcct addrcss and lcgal dcscription.
6. lndication ofplan prcparcr. addrcss and phonc nuntbcr'
7. Datcs of original plan prcparation and all rcvision datcs'
ll. Vicinity tnap or locatiolt nup at a scalc of I "=1.000' or largcr.
L Shcct labcls and nunrbcrs.
l0 . A bordcr with a tninimunr left sidc nurgin of L5".
I l. Namci ofall adjaccnt roadways.
12. Plan lcsend.
C. For ncw construction and additions. thc applicant must stake and tapc thc projcct site to indioatc
propcrty lincs, proposcd buildings urd building comcrs. All trccs to be removcd must be taped. Thc
applicart rnust cnsurc that staking done during the winter is not buricd by snow. All site tapings
and staking must be complctcd prior to thc day of the DRB mccting.
D. Applicants who fail to appcar before thc Design Rcview Board on thcir scheduled nrceting date and
who have not euked in advance that discussion on thcir itern be postponed. will have their items
rcntoved fronr the DRB agcnda unti I such timc as the item has been republished,
E. Ifthc DRB approvcs the application with conditions or modifications. all conditions of approval
must bc rcsolved pdsl to thc issttancc of a building perndt. \
()
v
STAFF APPROVAL
Thc Adnrinistrator ulay rcvicrv arrd approvc Dc.sign Rcvicw applications. approvc rvith ccrtain lnodifications,
dcny thc application, or nray rcfcr thc application to thc Dcsign Revicw Board lbr dccision. All stafT
approvals arc subjcct to final approvtrl by thc DRB. Thc following typcs of Dcsigr Rcvicw applicatiolls may
bc statT approvcd:
A. Any application for an addition to an cxisting building that is consistcnt rvith thc architcchrral dcsign.
nlatcriats and colors ofthc building. and approval has bccn rcccivcd by an authoriz-cd lttcutbcr ofa
condonriniunr association, if applicablc;
B. Any application to modify an cxisting building that docs not sigrificantly changc thc cxisting plancs
ofthc building and is gencrally consistent with thc architcchrral dcsign, lnatcrials and colors ofthc
building, including, but not linritcd to cxtcrior building finish nratcrials (c.g. stonework, siding' roof
rrlateriais. paint or stain,), cxtcrior lighting. canopics or awnings. fcnccs, antcnnas, satcllitc dishcs,
viindo*s. skylights, siding, nrinor contrnercial facadc ittrprovctncllts. and othcr sinlilar nrodificationsl
C. Any applicatiorr for sitc inrprovements or urodif'ications including. but not limitcd to, drivcway
nrodifications, sitc gra{ing, sitc walls. rcmoval or rrrodifications to cxisting landscaping, installation
of acccssory structurcs or rccrcational facilitics'
ADDITIONAL REVIEW AND FEES
A. If this applicatiorr rcquircs a scparatc rcvicw by any looal, statc or Fcdcral agcncy othcr than thc
TorvnofVail,thcapplicationfccshall bcincrcascdby$200.00. Exantplcsofsuchrcvicrv.ntay
includc, but arc not linlitcd to: Colorado Dcpartnlcnt of Highway Acccss Pcrntits, Arnly Corps oi
Enginccrs 404, cto.
B. Thc applicant shall bc rcsponsiblc for paying any publishing tbcs which arc in cxccss of50%, ofthc
application fcc. It. at thc applicant's rcqucst, any nrattcr is postponcd tbr hcaring, causing thc mattcr
to bc rc-publishc{. thcn thc cntirc fcc tbr suoh rc-publication shall bc paid by thc applicant.
C. Applications tlccnrcd by thc Comnrunity Dcvcloprlcnt Dcpartrlrcnt to havc dcsign. land usc or othcr
issucs which nray havc a significant inlpact on thc comntunity ntay rcquirc rcvicw by consultattts iu
ad{ition to Towrr statl. Should a dctcrmination bc nrade by thc Town staff that an outsidc cousultart
is nccdcd. thc Cornntunity Dcvclopnrcut Dcpartnlcnt rnay hirc thc consultant. Thc Dcpadnlcnt shall
cstinratc thc antount of nroncy ncccssary to pay thc consultant and this amount shall bc forwardcd to
thc Town by thc applicant at the tinrc of filing an application. Expcnscs incurrcd by thc Town in
cxcess of thc arnount forwardcd by thc application shall bc paid to thc Town by thc applicant within
30 days ofnotification by the Town. Any cxccss iilnds will bc rctuntcd to thc applicant upon revicw
corrrpletion.
vt.
v
MrNoR ALTERATIoNS ro rHE ExrERtoR cir nurlultlcs
AND SITE IMPROVEMENTS
GENEML INFORMATION
This application applies to changes made to a site or octcrior alterations ofa building. Any alteration in
which additional building square foohge is added will require an 'bdditions" application.
I. SUBMITTALREOUIREMENTS
Photgs or sketches which Clgfly convey the o<isting conditions.
Photos or sketches which CleAdI convey the proposed building or site alteration(s).
All relcvant spccifications for the propoml including colors and matcrials to be uscd.
Condonrinium Association approval (if applicable).
lf thc intcnt of the proposal is not clcarly indicated, the Administrator may dctermine that additional
matcrials are nccessary for thc review ofthe application,
o
o
tr
o
tr
TOWNOFV4IIL
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^-,v
[,r .r:'r::j FtF'r it ':-t7
Qucrtious'.) Coll thc "'' l !11
BLOCK::-- - FlLtNGr
Best
copy
Available