HomeMy WebLinkAboutLodge at Vail Unit 340)o
Ar,--uTE F.RE pRorEctoN, rNc.
eo+s e.z6rt AVE. #12, commerce City, CO g0022
PHONE (303)288-3901 o FAX (303) 288-1936
FIRE SPRINKLER
EQUIPMENT SUBMITTAL
AND
HYDRAU LIC CALGULATIONS Loj''
FOR
I,1U
t tl
tt'
THE LODGE AT VAIL
UNIT 340
174 E. GORE CREEK DRtrtE i
t, A tr r\A d1\:"-'
*"f&
ilt-^(
KEVIN P. MURMY
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f y,r" & Buitding
/ Products
Technical Services: Tel: (800) gB.1-93.12 / Fax: (S0O) 791 _5500
Customer Service/Sales:
Tel: (215) 362-0700 / (800) 523-6512
Fax: (21S) 962_5385
General slalled or finished, The tip of the pro_recttve Cap can also be used to markrne center of the ceiling hole into pras.
l?i"Pll.dl-":irils tires; etc. bv sbntrypushing the ceiriig proor"t i,ijinli'inJHrotective Cap. When the c-eilino in., ,,-u,euuve. L,ap. wnen the ceiling in.sra[alton is complete the proteitive
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Description
The Saries Ltr (TyZ596) ResidenlialL;onceated.pendent Sprrnklers areoecorattve, last r6sponse, tusible sol-oer spnnkters designed for use in resi_oennat occupancies such as homes,apartments, dormitories, and holels.
The coverplate assembly conceats thespnnKter op€rating componenls aooverhe, ceiting. The flat protile of the coverprare provrd.€s the optimum aestheli-caly ap,peating sprinkler deslgn. In ad_
; ['."j ; i] "6%?,1i.r:;;t%"i )!"
"."1\t -2,/ .mm) vertrcal adjustment. This
,1.Li.,rT:l reduces rh'e accuracy royl:9n 19 l'*gd pipe drops ro the sprin-IfI: L9.sJ be..cut to hetp assure aperTect fi t installation.
The- Series LFll are to be used in wetprpe residential sprinkler systems forone-,and two_family dwellings and mo-
9lrq .hoTqs per NFpA 13D; wet piperesidential sprinkler systems for resi_oe-ntrat occupancies u! to and includ_rng rour stories in height per NFpA
.ror1; or, wet.ptpe sprinkler svstems forne- residentia.l _porlions of iny occu_pancy per NFPA 19.
Illr-Fqliq. LFil (ry2se6) has a 4.2\ou,rt. r\-lactor that provtdes "e rg-qurre_d residenliatflow rates al reducedpre_ssures. enabling smaller pipe s jzesano water supply requiremehti.
The.Serjes LF (Ty2596) has been
9"-:'.Sn"9 wilh heat sensitiv,ty anow-ater.distribution c h a racte iis ticsproven to help in the cortrol of resroen.Uar lres and to mprove lhe chance foroccupants to escape or be evacuated.
ProtectiveCap is, removed ind the bover ptateAssembjy installed.
WARNINGS
r ne senes.LFll (Ty2596) Residentialuonceated pendent Sirinklers oe_sgnpgd.herein must be installed andmatnained in compliance with this
1,.:"-!?it, a: w9t!as with the apptica_ote .sranctards of the National Fi6 pi_rec on Association, in addition to the?lanqayl.of any other aulhorities hav_r!y^t::::!tc!i?n Faiture to do so mayrmpatr the Integrity ol these devices.'
The.owner is responsible for mantain-tng theit tire protection system and de_vtces. tn proper operating condition.
I ne tnstauing contractor-or sprinklerman.utacturet should be contactedtetattve to any questions.
r ;ffiTffi '5i il'.",1'33i :;,:if Tix
r:iiirl!ii,3.3J.,'S:i?:1ff ,"",.#;
removed for installation, and then it
I $1.?i.,'""ilfr:ifl ",?JfiB r r*, ll:
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T
jyrin)ler/Nloder Eiii':'i :i"i*l":i*:. . .,,J;::IdentifiCatiOn saIdre..:.. Brassttumpei-"-" ::li:TB.?,?11,',r,,"n"iwiretionrSoldered Lrrk halves . NickelsrNrY2se6 f""fii**,";b;,;;:..'.t;?*:Technical E:itT'itH;^ins :;.:, 8",jf;iJData F,Y,i?ilSil: : i":":;Si::lApprovars: F:[:lil"':: ...:,.:"8?f."JUL and C-UL Listed. Cover plate Fiectron Spring . .-.
*"
Maximum Working Pressure: Stainless Steelr/5 psr (i2,1 bar)
Discharge coefficrent: tDuPont Registered rrademark
K = 4.2 cPN//psil/2 (60,5 LpM/bar1/2)
Temperature Ratino:
1 60"Fi7 1.C Sprinkle-r with135"F/57"C Cover Plata
Vertical AdJustment:
112 inch (12,7 mm)
Finishes:
Cover Plate:
Flat White, Brighl Whire, Chrome, oruuslom
MaRC]|,2OO3 TFP44O
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Operation
Wiex e;posed to heat from a fire, they9ve:. .ptqle, which is normalty sot_dere.d t.o. the Support Cup at lhree
9p^,yf: _rlilr, 9r?y to expose the Sprin.Ktsr Assembty. At this point the Deilec_tor.supported by the Arms drops downro rrs operated position. The tu;ible linkol the Sprinkler Assembly is com-q1se9.or two tink hatves thit are sol-
9:re9.rogether with a thin layer of sot_
9-el.,w!e.l the rated remp6rarure is
l,:?gnqd, rhe sotdor metts end the rwoInK natves separate allowing the sprin-Krer to activate and flow waier.
Design
Criteria
The Seri6s _LF (Ty2596) Residenrralu0lc_e?lgd pendent Sprinkters are UL
1ld_g uL Lisred for iristailiiio=n in ac.cor0ance with the following criteria.
NOTE
Whe-n conditians exist that arc ou$tde!:e ,?cop: of .the provided c teria, refer
' F y.i! : i,F 1g:l i #, f:,:Ilil ^,!;i :y t"
rec,o-mmendations that may be accept-aae b the Authority Having Jurisdic_
:y^:.t:T rJpe. Onty wet pipe sysremsmay be utilized.
Hydraulic Deslgn. The minimum re.
,q:L"j .f lin{gj_Jtow rate for sysremsgesrgnad to ryFpA 13D or NFPA j3Rare given in Table A as a function ofremperature rating and the maxtmum
ljl?y,19t" coverage areas. The sprin-Krer-flow rate is the minimum requiredotsc.harg.e from each of the total
LruTbelo_rjdesisn sprinkters,, as specr.IJed In NFPA 13D or NFPA 13R, '
For systems designed to N FpA j 3, thenumber of desigi sprinkteri is to be
11:,19y|. moJJ hydraur jcaily demandinsspflnt(ters. The minimum iequrred drs-cnarge trom each of the four sprrnklersrs ro be the greater of ihe followrng:
o The_ flow rates gtven in Table A f orNFPA 1 3D and i 3F as a fiicrron ofremperature rating and tne maxl_mum a owable coverage area,. f TllllT-discharse or 0.1 spm/sq
l,; ?y9r lf . ,,design area' cofrprise!o_.^rn€ tour most hydraulicaliy de-mandrng sprinklers for the acrual
io-u9l.S. areas oejng protected byrne tour sprinklers. -
Obstruction To Water Distribution.Locattons of sprinklers are to De tnaccordanc-e with the obstruction rulesur r\irA I J tor residential sprjnKrers.
Operational Sensl vity. The sprin,
r(ters are to be installed relative to thece tng mounting surface as shown inFroure 3.
SprinXler Spaclng. The minrmumspaclng _€itween sprinklers is g teet:.:::-!) the, maximum spacing be-rween s.pflnklers cannot exceed theterglh ot the coverage area (Ret. Table
:t^o"Is nydrau.tica y catcutaled (e.g.,maxlmum 1A feet for a 12 tl. x i2n.cov.erage atea, or 20 feet for a 20 tt. xzu n. coverage area).
Installation
The Series LF (Ty2S96) musr be In_slaIed In accordanco with the tollow.Ing Instructions:
^ NOTES
1:.!y_S? t? t,he tusibte Link Assembtyourtng ,tnstauation can be avoided bynanottnq. the sp nkler by the hamb
?rry.s ottty (Le , do not apply pressureto the fusible tint< Assembtil
ll?af jight 1./2 tnch NpT sprinkter joint
?no.u!d. b9 obtained with a torque of 7ro 14 tt..tbs. (9,5 to | 9,0 Nm). A maxi.
fu! a: 21 ft.tbs. (28,s Nm) ot torquer.s., 19 b? used to insta sprinlal!6.Htgner.tevels of torque may diston thesp nkter inlet with consequent teak.age or tmpaiment ol the sprinkler.
Do..not attempt io compensate tor in.su rcEnt adJustment in an Escutcheon
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Maximum
Coverage
Area (a)
Ft. x Ft.
(mxm)
Maximum
Spacing
Fl.
0n)
Minimum p1q,lJ tl) and
Residual pressure
For Horizontal Ceiling
(Max.2 Inch Rise
fo|t 2 Inch Run)
Minimum f1614 (bl 36d
Besidual Pressure
For Sloped Ceiting
(Greater Than 2 tnch
Rlse Up To
tulax. 4 Inch Rise
tor 12Inch Run)
Minimum pl9e1(b) en{
Residual pressure
For Sloped Ceillng
(Greater Than 4Inch
Flise Up To
Max.8Inch Rise
for 12Inch Run)
160.F 1"C
Sprinkter 160.F/71"C
Sprlnkler 160"FP1"C
Sprinkler12x12
(3,7 x 3,7)(3,7)
te ceu 1+slTFfr
9.6 psi (0.66 bar)
ta Gev 1oe,r Leu)-
18.4 psi (1,27 ba4
ra cell loaJTFfrf
18.4 psi (1 ,27 bar)14xi4
(4,3 x 4,3)
14
(4,3)
re urrvt (b3,u LPM)
1 l.1 Dsi (O 77 bar\
ra cev 1oe,r levrl
18.4 psi (1 ,27 bar)
I A OeV 1Oe,r Leul
18.4 psi {1,A7 bar)16 x 16
(4,9 x 4,9)
to
(4,9)
16 GPNr (60,6 LP[/)
14.5 osi f1.00 hari 18 GPtu (68,1 tPM)
18.4 psi (1,27 bar)
'18 GP[/ (68,1 Lplr,4)
18.4 psi (1,27 bar)t 18 x 18
(5,5 x S,5)
'18
(s,5)
zu UPM (75,7 LPM)
22.7 osi (1 57 h^t\20 cPM (75,7 LPt\4)
22.7 psi (1 ,57 bat)
N/A
20x20
(6,1 x 6,.1)
20
(6,1)<+ urtu (vu,8 LPM)
32.7 psi (2,2S bar)
z0 ceu 1sa,a revl
38.3 psi (2,64 bar)
NiA
c) 5$ff[i:T;il::,iJl:l':T ff:ilil#,1iy::i:iff,""11,.i?..?;Jl.' necessary ro use rhe m,n,mum required ,ow ror ,he
(b) Fequirement is based on minimum flow in GplM {LpM)trom each sousing the nominal x-ta"ror. neiei ro Hydrautrc Design crireria sectiol ljler' The.associated resjdual pressures are calcutated
NFPA TABLE A
FoB rHF aF'l,E"r ',:p:y2y:!!_1sR HyDRAuLrc DEsrGN cBtrER|AFoR rHE sERrEs trn rriisd|i ie'srririit\tlic,ej"Et FEiroT,J| "rr,r*rm
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SEALING
ASSEMBLY
SUPPORT
CUP WITH
ROLL FORMED
THREADS
COl\4PRESSION
SCFEW
SOLDER LINK
ELEMENT
RETAINEF
WITH THREAD
DII\4PLES
GUIDE
PIN
GUIDE PIN
HOUSING IIrl
DEFLECTOR
THREAD INTO
SUPPORT CUP
UNTIL MOUNTING
SURFACE IS
FLUSH WITH
CEILING
SPRINKLER/SUPPOHT CUP
ASSEMBLY
COVER PLATVRETAINER
ASSEMBLY
EJECTION
SPFING
COVEB
PLATE
FIGURE 1
SE?Ef;[!Jy:iI'I^F:lt:,lilx|
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P^l?r9 ,n,V under-..or over-tightening theSpinkter. Readjust the pdsilon 6f thespnnKter fitting to suit.
Itl, ]: The spr:nkter must onry bernslarred In the pendent pos,tion andwrtn^tne cenlerline o, lhe sprirkler pe.penotcJ'ar to the rrounting sLrface.
Step 2. Remove the protective Cap.
ljlf l.. P1h pipo.rhread seatant ap-p|eo,to the pipe threads, and using
f ?_Y^:_TJ?. 18 Wrench shown in FigurE
::Tsja.lajnd rislten.rhe Sprinkter/Sup_p9rl uup Assembty into the fitrirg, Theyv-Type 18 Wrenif wi accelt-a 1tzIncn ratchet drive.
llg1 f,i:{"." the prorecrrve Cap bypusnt.]g tt upwards untir it bottoms otjtagatnst the Support Cup. The protec_
]1v9. uap hetps prevent damaqe to theuelector and Arms during ceiling in-stall-atton and/or during apiptication ot
:T:-tfl.n coating of the ceiting. tt mayalso b6 used to locate lhe cenGr of th6
WRENCH
9n
PUSH WRENCH
IN TO FNSURE
ENGAGEMENT
WITH SPRJNKLER
WFENCHING AREA
FIGURE 2
W-TYPE 18
SPRINKLER WRENCH
]/8'GAP
1" 15/16't1/4"
(49,2 mm
!6,4 mm)
112" (12,7 mm)
1" (25,4 mm)
i::^:Ff :I,:[#j2.;:::,:ry!',f_iE-'gi"EALEDpENDENTspRtNKLER,usrattnnouotr,,reusiois/i'ioi?6iiiET;r.iff;ii;i;o'iE,!rlb::o^
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Page 4 ot 4
clearance hole by gently pushilg rl-eceirtn9- materjal aga,nsl the cenreroornt of the Liao.
NOTE
. As long as..the prctective Cap rematnstn pace, -Ine system ts considered tobe "Out Ot Seuice".
Step 5. Atter the ceiling has been com_
Bl?9g.-yill lhr 2.1.t2.inch (63 mm)otameter ctearance hole and in prepa_ranon tor Insla tng the Cover plate As_semoty, remov6 and discard lhe pro_
tec.tive cap, and verify that theueTteclor moves up and down freely.
lf the Sprinkler has been damaged andth€ Deflector does not move -up and
99*! Jf9€ry, reptace rhe enlire Sprin_krer assembly. Do not atterpt ro mod_try or repatr a damaged spnnk,er.
Step 6. Screw on the Cover ptare As_sembty Unlit its frange comes In con.tact wtth the ceilino.
Do nol continue to-screw on lhe CoverFtale Assembty such thal it litts a ceil_Ing panel out of its normal position.
lf the Cover plate Assembly cannor De
9ngage_d wrth lhe Mountjng Cup or lheuover Htale Ass€mbly cannot oe en-gaged qlfficienfly to contact the ceil_rng, the_Sprinkler Fitting rnust be repo_srlroned.
Care and
Maintenance
The Ssrjes LF (Ty25S6) musr oe.natntatned and serviced in accord,ance wtth the tollowing Instructrons:
NOr€s
1?f:l?," ot an Escutcheon ptate maydetay..the sprinklet operatron in a tiresttualtan.
ze:?!e c!??ing a tie protection systemmatn control ualve for maintenancey.?i!.o! the tiro protection sysrcmwntcn t,t controls, permission ro snut
?9:ln the altected fire protection sys-tem.mu.st be obtained irom the proper
1::tl?lti?s 3!d ?t! personnet whc mayoe at.r€cted by this action must be n6-Ited.
Sprinklers.which are found to be leak_rng or exhibiting visible sjgns of corro-sron must be replaced.
A-ulomatic sprinklers must ne,/er bepanted. plated, coared. or otl-erw,sea'lersd after reaving lhe facto,y. Modi-Tre_o or over heateo sprinklers riusr oero0lac6d.
ljIe nlusl be exerciseo to avoio oam_dgc _- oe-ore, duri.g, and after jnstal-,queri. )pflnkers damageo by orop_
li",sl.,^ ljiikilq, wrench tuist/stippage,or rne ttke, mUst be reolaced.
The owner is responsible for the in_spectr_on, testtng, and maintenance ofrnetr Ttre protection system and de-vrces rn compliance with this docu.
T_"111 u9 welt as with the appticabtesrandprds of the Nalional Fire protsc_ron.Association (e.9., NFpA 25), In
i91!"L l9 the standards of any otherauthonttes havjng jurisdiction. ihe in_sra tng conlractor or sprinklef manu_racrurer should be contacteo relalive toany questions.
NOTE
r,n^e-owner must ass,ure that the sprin_Kt.ers ate not used for hanoino or an,robje-cts ano that the sprirxErs"ai" iiiiy
?.:?,?r:l by means of gentty dusttn'gwnn a.teather dustet; atnerwise, non-aperatrcn in the event ot a f ire oi inad_vertent operation may result.
11 is recommended that automatic
:I-l,l j.t"t. .sysrems be inspecreo,lesred,.and matntained by a qualifiedInspection Servics.
Limited
Warranty
Tlgy:p manufacrured by Tyco Firerr9qucrs are warranted sbleiy to the
!l_9lnfl ,B.uy9r for ten (r0) yeariagatnst defects in materiai ano work-
:3.T,n'? when paid for and properryInstatJed ard maintatneo under normatus-e and s_eJvice. Thjs warranry w;ll sx_
?]re Jqn flOt years from dars of ship_ment by Tyco Fire products. No war.ranty ts gjven for products orco-mponents.manufactured by compa_
il:^.^ lgl affit'ared by.ownerlhip whnryco Ftre products or for pfoducts and
:^olC-9.19n1. which hav6 been sub.ect
l?,T'rs!sel improper installation, corro-ston,,0r wh:ch have not oaen rnita.led,matntarned, moditied or repaireo In ac_cordance with applrcable Standards ofrne Natronal Fire protection Associa-on, an.d/or the slandards of any ornerAUtnonttes Having Jurisdiction. Mate-nars round by Tyco Fire prodltcts to beoerecttve shall be either reoaired orreplaced, at Tyco Fire products, solsoptron. Tyco Fire products neilner as-sumes, nor authorizes any person toassume. for it, any other dbi,oalron incon.nectron with the sale of prolducts orpafls ot products. Tyco Fr"e products
snarr not. be responsiDle for sprinktersyslen destgn errors o|naccJrale or
J,:g:ir_"1" i.r{or.nation suopried Dybuyer Or BLyer'S representatives.
l.l'r lg qYE\r SHALL rYCo FrRE
llg^D_ug]S BE L'ABLE, lN coN.TRACT, TORT, STRICT LIABILITY OR
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q!gE!_4NY orHEF LEGAL rHE-9lI,-ioR tNcrDENrAL, rNDrRECr,
9?.ECl4L oF CoNSEQUENTTAL
P.+lYAqE!, |NCLUDtNG BUr NorLIMITED TO LABOF CHARGES RF.
:c.ABDLESS oF \^/HETHER ivcbFIF^E PRODUCTS WAS INFOFMED
iiflY:lt"^",1. ?ii 1,""" '. g Ei+SHALL ryco rrne Cnoouirs,rr-ABILITY EXCEED AN AMOUNTEQUAL ro rHe snres pnrd.i.W
Ordering
Procedure
When placing an order, indtcate lhe tullproduct_name. Contact your local dis_rnoulor tor availability..
Sprinkler Assembty:
Serigs LFtl (Ty2596), K-4.2, Fesiden_uat uonceated pendent Sprjnkler wtth_out L.;over Plate AssemblvP/N 51-122-1-160. ','
Cover Plate Assembly:
9qv,gJ.ltale Assembty having a {spec_rry),rrnrsn for the Serje_s LFll (Ty2596).
^-4.2. H estdentia l ConCeared pen-
oent Sprinkier, p/N (specify).
Ch.oTe .. p/N 56.i22-9.13SgfrPliJg .. pl,: s6.rzz_o.rsstlr gm wntte. p/t\ 56-122-4_135Frat.Wh le . D/t\ S6-i22-S-135uustom . .. ..... p/N 56_122-X.135
Sprin kler Wrench:
Specrfy: W-Type 1 I Sprinkler Wrench,P/N 56-000. 1-265.
I TYCO FIRE PRODUCTS,45t North Cannon Avenue, Lansdale, pennsytvania 19446
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I -S,err'es LFII Besfde ntialllorizontal Sidewall Sjrinklers4.2 K.factor
tt1 c a I [;;if"f;ircr in o
Technical Seruices: Tel: (800) gB1-9312 / Fax: (800) 79.1_SSO0
Customer S6ruice/Sales:
Tel: (21s) 362.0700 / (800) s2s-6sj2
Fax: (215) 862.5385
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General WARNINGS
r ne .series LFll (Tyt SS4) ResidentialHorEontat Sidewall Sirinklers de_scnbed herein must be installeo andmatntamed in compliance with this
Description
The. Series L,Flt (ry1334) ResrdenrialHorizontal Sidewall Spi.inklers areoec^oraJrve, fast response, f rangibleoutD.spflnklers designed for us-e inrestdenttal occupancies such as
l?llpsl.apartments, dormirories, and
l?rerq: whe.n qesthetics and optimizedI|oiv c-naracteristics are lhe maior con_srd_era_rron,..th-€. Series LFt | (Tyl 334)snoutd be the first choice.
The Series LFll are to be us€d rn wetprpe resldential sprinkler systems forone-.and two-family dwellings ano mo_ole nomes per NFpA 13Dl wer oroerestoenltat sprinkler systems for iesi_oenl|at occupancies up to and includ-rng rour stories in hejght per NFPA
.t.JH; or, wet pipe sprinkler systems forme residential portjons of hny occu_pancy per NFPA 13.
IIF_Fqligr LFil (ry1s34) has a 4.2(bu,b). K-factor that provides the re_qutreo residential flow rat€s at reducedpressures, enabling smaller pipe sizesano warer supply requiremehts.
Iifi ii!:".'r$ ["li8l.B'r'il? :,"J,:;areas. wrth-tinished walls. lt employs atwo-piece Sryle 20 Recessed Escutch_
:p:]i.- tjr,., Recessed Escutcheon pro.vtoes. 1/4 inch (6,4 mm) of recessedaojustment or up to 1/2 inch (.12,7 mmjol totat adjustment from tne flustinyll"S surface position. The adjusr-menr provided by the Recessed'Es.
:ii9l?""r reduces the accuracy townrcn rhe pipe nipples to the sprinlilersmust be cut.
The. Series LFll (Tyi334) has oeen:::.€n"j wirh heat sensitiviry anowater orstribution ch a racte iisticsproven to help in the control of residen_uar rrres and lo improve the chance foroccupants to escape or be evacuated,
Sprinkler/Model
aocument, as well as with theiy:1,,',err., as we as with the applica_ote .standards of the Nationat Fie pro_
Identitication
Number
slN TY1334
Technicat
Data
Approvals:
UL and C-UL Listed.
llaj(imum Working pressure:
r /5 psi (12,1 bar)
Discharge Coetticienl:K = 4.2 cpM/ps jrt2 (60,5 LpM/bar,tz1
Temperature Ra no:
1 55"F/68.C or 17 s.F /79" c
Finishes:
Whita Polyester Coated,unrome plated, or Natural Brass
Physical Characteristics:
:rqfe ' BrassEunon ._ . BronzeueattngAssembly.....
Bery ium Nickel Mleflont
JANUARY,2OO3
te.ction Association, in addition to thesrandards of any other authorities hav_I,y-J-u.r-pdlc.ti9n. Failure to do so maytmpatr the integrity ol these devices.-
The.owner is responsibte for maintain_tng rnet fire protection system and de_wces. rn proper operatino condition.
I ne tnstalling contrcctor-or sDrinklermanutacturer should be Contactedreanve to any questions.
Bulb .. 3m.ndia,GlassUompression Screw . BronzeLrelector Copper
f Dupont Fegistered Trademark
Operation
The glass Bulb contains a flutd lhatexpands when exposed to heat. WhenIhe raled temperature is reached, thenurd expands sufficien y to shatter thegtass uutb allowing the sprinkler toactrvate and flow water.
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Components:
1 ' Frame
2 ' Button Assembty
3 - Sealing Assembty
4 - Bulb
5 . Compression Screw
6 - Detlector *
* Temperature rating
is indicat€d on top
of Deflector,
TOP-OF.
DEFLECTOR \l
7/16',
(11,1 mm)
CENTERLINE
OF WATERWAY
12' NPT
END-OF.
DEFLECTOF
RECESSED
s ra rc s tn t flf f#it'r r uo rrno,HORIZONTAL SIDEWALL AND RECiSSiD hiI:Eii5frii[iNEWALL SPRTNKLERS
TFP4IO
WFENCH FECESS
(END 'A' USED
FOH TYl334)
FIGUBE 3
W.TYPE 6 SPRINKLEB WRENCH
7t16i1 ta"
(11,1+3,2 mm)
FACE OF
SPRINKLEF
FITTING
IOP.OF-
DEFLECTOR
t\2-7/8'AlA.
(73,0 mm)
7t16'
(11,1 mm)
MOUNTING
PLATE
END.OF-
DEFLECTOR
BOSS
2.1l4',DtA.
(57,2 mm)
1/8"
(3,2 mm)
FIGURE 2
STYLE 20 FECESSFD ESC UTCHEON
---.FOB USE WITH THE SERIES LFII (TWig4T
R E s t D E Nr t A L H o B r z o N rA L s n ew it't i b\tii x rc n
1-3/8" (34,9 mm)
1-118" (28,6 mrn)
PUSH WBENCH
IN TO ENSUFE
ENGAGEIVIENT
WITH SPRINKLER
WRENCHING AREA
FIGURE 4
W-TYPE 7 NECESSED
SPBINKLER WRENCH
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TFp4to
Design
Criteria
The Series LFll (Ty1334) ResrdentialHonzontat.Sidewall Sprinkle rs are ULano.u.uL Listad for insrallation in ac-coroance with the following criteria.
NOTEwhen conditions exist that are outsidene scope of the provided criteria, referto tne B_e_sidential Sprinkler DesignGuide TFp490 lor thd manulacturei,srccom me ndations.th at n ay be accept-
1P-,9,19 tle tocal Authority Having Ju_nsQtc on.
system Typ6. _only wot oipe systemsmay be utilized.
Hydraulic Design. The minimum re_qutred sprinktejJlow rate for systemsdesrgned to NFPA t 3D or NFPA t 3Rare gjven in Table A, B, C, and D as aruncUon ot temperature raling and themaxlmum allowable coverale areas.
I ne spnnKter ftow rate is the minimumrequtred drscharge from each of therorat .number ot ,,design sprinklers,,asspecrrred in NFPA 13D or NFPA 13R.
For systgms designed to NFPA 13, thenumber of d€sign sprinklers is to berne.lour mojt hydraulically demandingsprinkleJs. Th6 minimum i.equired dislcnarge trom each of the four sprinklersts ro 0e tne graater ot ths following:. The flow rates given in Tables A, B,U, and.D tor NFPA 13D and 13R asa runctron of temperature rating andrne maximum allowablo coveraoearea.
. f Tjltymlischarse of 0.1 spm/sq.rL ov6r the .design area', cofipriseb
3]^19 iow most hydraulicatiy de_manolng sprinklers for the actual
:E?I399 ale,qs beins proteded byrne tour sprinklers.
Obstructlon To Water Dlstrtbution.Locattons of sprinklers are to oe tn
3ii,TBi""8'Xli"$3J,.,?,""f HEi,??,!Ti*
gle-rllio.nql Senstflviry. The sprin-xte.rs are to be installed with an end_or_oejlector-boss to wall dislance of 1_.r/d^ro b tnches Or in the recessed po_sruon using only th6 Style 20 Re.cessed Escutcheon as snown tnr-rgure 2.
ln addition the top-of-deflector.to_ceit_rng dtsta4c€ rs to be within the range
li^"j:rlllg A,.B,,c, or D) being nyorauflca y catculated.
Sprinkler Spacing. The minimumspa_crng b_etwosn sprinklers;s g feet
J--r.f^It. Ih:. maximum spacing be_rween sprinklors cannot exceed the
wdth.of the coverage area (Ref, Table
:l^?9jS hydrau.lically catcutared (e.g.,maxlmLrm 12 feet tor a iZ ft. x 1211.cov.erage area, or .6 feet for a 16 ft. xzu n. covsrage area).
Installation
The Series LFlt (Tyt 334) must be in-sla ed in accordance with the follow_Ing lnstructions:
^ i/oIESuo n.ot,tnstall any bulb type sprinkler ifme Dulb is cncked or lhere ii a loss ol
l^q!r! ,trom the butb. W h the sprinkternetd.horizontally, a small air bubblesnoutd be present. The diameter of thearr Dubbt.e is approximatety 1/16 inch( t,o mm).
A leak ,tight t!2 inch NpT sprinkler joint
?!""r1d..99 ort-at!1ed with i torque'of 7to t4 ..tbs. (9,5 to 19,0 Nm). A maxi-
Ir!1oJ ?1 tt.tbs- (2a,s Nm) ot torquer:,.19 b? used to insta sprinkters.nryner Evels Of torque mav distott thespnnkter inlet with consequent leak-age or tmpairment of the sbrinkler.
Do-not attempt to compensate for in_suttrctent adjustment in an Escutcheon
7aI9 .b! under- or over-tightening thesptinkter. Readjust the p6sition ;l thespnnKrer htting to suil.
The. Series LF Horizontal SidewallspnnKters must be installed in ac_coroance with the followino instruc_ltons.
Step 1 ..Horizontal sidewall sprinktersare.Jo be insta ed in the hbrizontalpost on wilh rheir centerline of water-way perpendjcular io the back wall andparaltet to the ceiljng. The word ,.TOp,,
on the Def lector is td facs towards thecertrng with the front edqe of the De_recror parallel to the ceilino.
:,1:l .i .yith pipe thread !.","n, "p-Pl,:119 ll g pipe threads, hand tishtdnrne sp nktor into the sprinkler fittlng.
Step.3. Tighten the sprinkler inlo rhe
:erllI:l,fitril^q usins onty the w-rype
p^, :pfl?fl"' wrench (Ref. Fisure-3).
x'Il j,:lgl"lgg ro Fisure 1, tne w_ryp'e
l:qllnKrqr Wrench is to be apptiea torne wrench flats.
The Series LF Recessed HorizontalurdewaI sprlnklers must be installedIn- a^ccordance with the foltowrng In-srructtons.
Step.A. Recessed horizontat srdewallspnnkters are to be insralleo In lnen0flzontal positrol with the ir centerlineor warerway perperdicJlar to the backyll_191-p,"rullgt to rha ceiirng. rheworo " t up' on ths Def lector is lo +acerowards th6 ceilino.
Step B. After installing the Styte 20
page O of 8
lIolnjing P'are over the sprinktorrnreads and with pipe thread seatantap,plred. to the Oioe tn.eads, nanorgnrer rfe sprinkler into the sprjnklerIrttrng.
Step C. fighten the sprinkler into thesprnkter litting using only tne w_Type
l.,Hecelsg_q..Sprinkrer Wrench (Rbf.
fJqufg.9 With reference to Figure 1,jlle W:Type Z Recessed Soitnkte;wrcnch ls to be applied to the dprinklerwrench tlats.
Step C. Atter the wall has been rn.sta ed o-r.the finish coat has been ap.prred, slide on tne Styte 20 Closui.eover the Series LFll Sprinkrer anopush the.Closure over the lVlountingPtate.until its flange comes In conractwrtn the wall.
Care and
Maintenance
The Series LF (Ty1334) musr bemarnlatned and serviced in accord_ance with the following instructions:
NOTES
Abs-ence of an Escutcheon plate maydelay .the sprinkler operation in a firesituation
?9!?re clo.sing a fire protection systemmatn control valve for maintenance*?lk, o! the fire protection systemwhich it controls, permission tit shut
?9:!!n the affec.ted fire protection sys_tem, muPt be obtained f ram the proper
!u_tl?!,t!?s gld gil personnet who mayDe- altected by this action musr De no-ed.
Sprinklers which are found to be teak-rng or exhibittng visible sjgns of corro.sron must be reolaced.
Automatic sprinklers must never bepatnted, plated, coated, or otherwtsearrered after.leaving the factory. Modi.tred sprinklers musl be replaced.Sp nkters that have been exoosed tocorrosive producls of combustion, butnave nol operated, should be replacedrr rney.cannot be completely cteanedoy wlptng the sprinkler with a cloth orby brushing it with a soit bristle brush.
Care must be exercised to avoid dam-
99? !9 the sprinkrers _-before, during,ano afier installatjon. Sprinklers dari.aged by dropping, strikinq, wrenchtwisvslippage. or the like, mlsr oe re_ptaced. Atso, replace any sprinkler thatnas. a.cracked bulb or thar has losluquro rrom ,ts bulb. (Fef. Installal,onbeclronl
The owner is responsible for the in_spectt.on, testrng, and maintenance ofrnerr ltre protection system and de_
(Continusd on Page 8)
Page 4 of I
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TFP4IO
ELEVATION
(a) For coverage area dimensions le,ss than. or.between those Indicated, it is necessary to use the minimum required flow lor lh6 nexthighesr covorage area tor which hydrautic de;ig;;;itiii. i* iili"il
(b) Width (bsckwallwhere sprinkter is tocaled) x Length (hortzontat throw of sprinkts4.
n) fi:t#lHlHl'L!,"tiffi:i"li ilr,flj1",il il":,;yJir,#l'!"*,."?"[:l:H,;: tr" associared residuar pressures are carcurated usins
(d) sidewall sprinklers' whers installed under a ceiling with a slope great€r than o inch rise tor a 12 inch run ro a srope up to 2 inchrise for 12 inch run, musr be tocateo pe, onaor itr.e ioii"rii"ii" ,'".
' Locare the sprinkrsrs at the high point of the srope and positioned to discharge down the srope.
' Locate the sprinkrers arong the srope and positioned to discharge across the sroo€.
NF,A t3D AND NF,A,r'iiiEinur," DE'TGN cRrrERrA
RE'TDENTTAL HoRrzoNrAL ^stD:fr'X[!iirH:3{!#',]3f,llorro, *.DEWALL spRtNKLERsFOE HORTZONTAL CE'L'NG (Maxim-umi-tnch Rise tor tz tnci Ciit
Marlmum
Coyerags
Ar€A (6)
Wdth x Length (b)
Fl. x Fl.
(mxm)
Mlnlmum Flow (c) and Resldual pressure
Top.Of-Deftector- To- C6ilino:
4 to 6Incher (1OO to tso,,i)Top.Of.Defl ector- To. Ceiling:
6 to 12 Inches (100 to 1SO mm)
12 GPM (4s,4 LPM)12 GPM (45,4 LPM)
8.2 psi (0,57 ba0
13 GPM (4e,2 LPM)13 GPM (49,2 tPM)
14x14 14 GPt\4 (53,O LPM)
11.1 psi (0,77 bar)
16 GPM (60,6 LPM)
14.s psi(1,00 bar)
17 GPM (64,3 LPM)
16.4 psi (l,13 bao
18 GPM (68,1 LP|V)
18.4 psi (1,27 bar)16 GPM (60,6 LPM)
14.5 psi (1,00 bao
16 GPM (60,6 LPM)
14.s psi (1,00 bar)
18 GPI\il (68,1 Lp[4)
18.4 psi (1,27 ba4
18 GPM (68,1 LPt\rt)
18.4 psi (1,27 bar)
1 I GPM (71,9 LPI\4)
20.5 psi(1,41
19 GPt\4 (71,9 LPM)
20.5 psr (1,41 25.0 psi (l,72 bar)
21 cPM (79,5 LPM)
25.0 psi (1 ,7223 GPM (87,1 LPM)23 GPM (87,1 LPi\,4)26 GPM (98,4 LPM)
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TFP4IO
PaEe 5 ot I
MAXIMUM
ELEVATION
I Maximum
I Coverage
Area (e)
Width r Length (bt
Ft. x Ft.. (mxm)
Marimum
Spacing
Ft.
(m)
Minimum Flow (c) and Besidual pressure
(I) Two sprinkler deslgn with the spfinkters at the high point o, the stope and po6irionsdto dischargs down the slope.
I (J- ue tno:
4 to 6 Inches (1OO lo fSO mri)Top-Ot-Def tector- To. Ce ing:
6 to 12 Inches (t S0 to 300 mm.l
r55"F/68"C 175Fn9.C 155"F/68"C 175"Fr/9"C'l2x 12
(3,7 x 3,7)(3,7)
re (lrtll (45,4 LPI\4)
8.2 psi (0,57 bar)
I 12 cPM (45,4 LPMI
8.2 psi (0,57 bar)
I 13 GPt\4 (49,2 LPMI
s.6 psi (0,66 ba4
t 13 GPM (49,2 LPM)
9.6 psi (0,66 bao14 x 14
(4,3 x 4,3)
14
(4,3)
r ur rvr lcJJu LrM)'11.1 psi (0,77 barl
14 GPtVI (53,0 LPM)
1 1.1 psi (0,27 bar)
I 1 7 GPM (64.3 tPtvl)
16.4 psi (1,13 bao
I 17 GPi\4 (64.3 LPM)164 psi (1,13 ba416x16
(4,9 x 4,S)
16
(4,e)
ro l.rrvl (ou,6 LPM)
14.5 psi (1,00 bar)
I 16 GPM (60,6 LPM)
14,5 psi (1,00 bar)
I 18 cPt\4 (68,1 LP[4)
18.4 psi (1,27 bar)
18 GPM (68,1 LPMJ
18.4 psi (1,27 bar)16 x 18
(4,9 x 5,s)
16
(4,s)
I rv ('rM (/1,9 LPM)
20.5 psi (1,41 bari
I 19 cPt\, (71,9 LPMJ
20.5 psi (i,41 bar)
21 cPM (79,s LPM)
25.0 psi (1,72 bar)
21 GPM (79,5 LPMI
25.0 psi (1,72 bari16x20
(4,9 x 6,1)
ro
(4,e)
I 24 GPNI (90,8 LPM)
32.7 osi (2.25 bat\
I 24 GPM (90,8 LPM)
32.7 psi (2,25 bar)
26 GPM (98,4 LPM)
98.3 psi (2,64 bar)
26 GPM (98,4 LPM)
38.3 psi (2,64 bar)
(")
ffi.',?J:f".',.""JEilJff#fffi,lfi.."il,"";::l|"':ll,I:j:.':tff:".1, , js necessarv to dse rhe minimum required
'row
ror the next
(b) Width (backwatt where sprinkler is located) x Length (horizontat throw of sprinkleri.
(c) Feq-uiromentjs based on minimum flow in Gplvt (LpM) trom each srlhe norFinal r-tacror. nerli io iryoraurrc Design criterja section ,".'3'J*l3l: *" '""ociated residual oressures are calcurared usrng
NF,A tsD AND NF,Alglyr"rrfl&r,c DEstGN cRrrERtA
'f;t"#g,gglti;ffi Liy,;,;,V:F"ytri;'[lp:|,.w;n:::n:
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Page 6 ol 8
TFP4IO
MAXIMUM
ELEVATION
Msxlmum
Coverage
Ar€a (a)
Wldth x Length (b)
Ft. x FL
(mxm)
Maxlmum
Spacing
Ft.
(m)
Minimum Flow (c) and Residual pressure
(II) Two sprinkler design with ths sprinkters locsted along the slope and posi on6d todiacharge across the slooe,(trI) Three.sp.inkter deslgn when there are moro than two sprlnklers In a compartment andwlth lhe sprinkters located atong th€ slope.and positioned to discnatge across lhe slope.
r op-ur-ueflecror- To- Cellino:
4 to 6 Inches (1OO to 1S0 m;l Top-Ot-Deflector- To- Cellin g:
6 to t2 Inches (100 to 300 mm)
155.F/68"C 175"Fn9"C 155" F/68'C 175"Fn9"C
12x'12
13,7 x 9,7)
12
(3,7)
II 16 cPl\' (60,6 LPM)
14.5 psi (1,00 bar)
II 16 cPM (60,6 LPM)
14.5 psi (1,00 bar)
II 18 GPM (68,1 tPM)
18.4 psi (1 ,27 baO
fl 18 GPM (68,1 LPM)
18.4 psi (1,27 ba414x14
(4,3 x 4,3)(4,3)
II 16 cPt\4 (60,6 LPM)
145 psi (1,00 ba4
n 16 GPM (60,6 LPM)'14.5 psi (1,00 bar)
II 18 GPM (68,1 LPM)
18.4 psi (1,27 bar)
II 18 GPM (68,1 LPt\4)'18-4 psi (1,27 bar)16 x 16
(4,9 x 4,9)(4,e)
u 16 GPM (60,6 LPt\4)
14.5 psi (1,00 bar)
fi 16 cPM (60,6 LPM)
14.5 psi (1,00 bar)
II 1B GPM (68,1 LPi\4)
18.4 psi (1,27 bar)
0 18 GPM (68,1 LPM)
18.4 psi (1 ,27 bar)16x18
(4,9 x 5,5)
16
(4,s)
II 22 GPM (83,3 LPMI
?7.4 psi (1,89 bar)
TI 22 GPM (83,3 LPM)
27.4 osi al Rq h,r\II 22 GPM (83,3 LPM)
27.a psi (1,89 bao
I1 22 GPM (83.3 LPM)
27.4 psi (1,89 bar)16x20
(4,9 x 6,1)
to
(4,e)
m 23 cPM (87,1 LPM)
30.0 psi (2,07 ba0
I z3 ut-,M (87,1 LPM)
30.0 psi (2,07 bao
llr 26 GPM (98,4 LPM)
38.3 psi (2,64 bar)
III 26 GPM (98,4 LPt\,'t)
38.3 psi (2,64 bar)
(a) For coverage area dimensions less than. or.b€lween lhose indicated, it is necessary to use the minimum required frow for the nexlhighest coverage area tor which tryoraurrc oeiiln ciit"iil"#"",""ii?.
(b) Width (backwall where sprinkler is tocated) x Length (horizontat throw oi sprinkter).
(") f;f"i';il:iLli"i::i:ili'ff##:J"!;yJii#i'!"J,,:X.[:l:*1;: *" associa,ed residuarpressures are carcurated usins
NF,A taD AND NF,A ,rllifif;orr," DEsrcN cRtrERtA
REsleFNlltL HoRrzoNrAL '!=rif [[ii,!ES,':!J[riSEIo*ro*. r,r,r,*or, "rr,**rr*FoR S.RTNKLERS tocarm eto-ile ; siiiEiiio"i6cHA*G^G AcRoss rHE sLopE(credtet Than 2 rnch Eise for tz ti"i nii'ii io'q ncn Rise for 12 tnch Run)
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TFp4to
Page 7 of 8
MAXIMUM
ELEVATION
Maximum
Coverage
Area (r)
Wldth x Length (b)
Ft. x Ft.
(mxm)
Maximum
Spaclng
Ft.
(m)
Minimum Flow (c) and Residual pressure(III) Three sprlnklsr design when there.are more than two sprlnklers in a compartment andwith the sprinkrers rocat.d arong the srope.ana posiiioieJ to-ii"cnarge
""ross the sroDe.
Top-Of -Def lector- To- C€ lng:
4 to 6 lnches (100 to 150 mml
12x12
(3,7 x 3,7)16 cPtv (60,6 LPM)14.5 psi (1,00 bar)r6 GPM (60,6 LPM)
14.5 psi (1,00 ba414 x14 16 cPM (60,6 LPO
14.5 psi (1,00 bad 16 cPM (60,6 LPM)
14.5 psi (1,00 bar)16 x 16 l0 CCtvt 1oo,O tenrl
14.5 psi (1,00 bar)1 6 GPM (60,6 LPM)
14.5 psi (1,00 bar)
't6 x 20
(4,9 x 6,1
(a)
ffi::nT"n"'."t3ilil"'J:fil;ff '[il.":,::,y""il,$i".:.::i:1red, it is necessarv ro use the minimum requir.d row ror rhe nexr
Width (backwall where sprinkler is tocaled) x Length (horizontal throw ot sprjnkler).
Req_uirement js based on mlnimum ,low jn GpM (LpVt) f .om each sDrinthe nominal K{actor. Reter to i1ioi.u,," r".,gn crir€ria Ssction a, o",jl3.l The associaled resiouat pressures are calcutated using
(b)
tc)
-r.'F,!'i,{i{kir^f Wf if f ,!{"*,;!tl,'i*1gw+i.!s:rd::,,
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Page 8 of I
vices in compliance with this docu-
T9nlr a? we as with the appticabtestandards of the Nattonal Fire protec-
L9l,.lss9ci?tion. (e.s,, NFPA 25), inaootlton to the standards of any otherauthorities having jurisdicrion. ine in_slalling contractor or sprinkler manu_tacturer should be contacted relative toany questions.
NOTE
Th-e owner must assure that the sprin_RtpF ?re not.used tor hanging oi anyobjects and that the sprinklers2re oniy
?t1?rg, by. means of gen y dustingwnn a.teather duster; Othsrwise, non_operation in the event of a fire or inad-vertent operation may resutt-
It is recommended that automaucspn nt(ter .systems be inspected,tested,..and^maintained by a iualifiedInspeclton service-
Limited
Warranty
Products rnanufactured by Tyco Fire
fl99,1ctp are warranted sbleiy to rhe
9lr-qln?r B.uyer for ten (10i yearsagarnst defects in materrai arid wort_
T^1T!iq when paid for and propertyInsta ed and maintained under normalus_e and seJvice. This warranty will ex-q!e-Jqn (10) years from date of ship-mont by Tyco Fire products. No wdr_ranty is givon for producrs orcomponenls manufactured by compa_
ll9_s^ !9t affitiated by ownarlhip withryco Frre products or for products andc^omp-onents which have been subjectto mtsuse, improper installation, corro-sron,.or which have not been installed,matntained, modified or repaired in ac_cordance with appticable Standards ofIne National Fire protection Assocja_on, _and/or.the standards of any otherAurnontios Having Juflsdictton. Mate_nars tound by Tyco Fire products to beoerecttve shall be either repaired orreptacod, at Tyco Fire prodircts'sole
oprron. Tyco Fire products neither as-sumes, nor authorizes any person to
1?9ume for it, any other dOiigation inconnection with the sale of prdoucrs orpans ot products. Tyco Fir'e products
..!3]L lot. be responsibte for sprinktersyslem design errors or inaccurate orrncom ptele information supplied byBuyer or Buyer's represen taiives.
IN-NO EVENT SHALL TYCO FIRE
llg^D_ucTs BE L|ABLE, lN CON_
.I FAGT, TORT, STFICT LIABILITY OR
lffi*}u*F:ffi'*:'*l
fftrfiT+it+",ffi[lW
TFP4lO
Ordering
Procedure
When placing an order, indicate the fullprodlct_name. Contacr your local dis_rfl otJror tor avarlability..
Sprlnkler Assembly;
Series LFll (TY1334), K=4,2, Residen_Ial Hoflzontal Sidewall Sprjnkter with
t9qegJfyl tempsrature ratirg and(specity) finish, p/N (specify).
155"F/68.C or
_ - -,CILoIg Pratsd . ... .. p/N 51.211-9_iss155"F/68"C
Wh:le Polyeste p,! 5l_2t l-4_155155'F/6S.C
Natural Brass.
175'Fl79"C ol
Chrome Plated175"Ft79'C
White Potyester..,......
P/N 51-21 1.1-155
P/N 51-211.9-175
P/N 51-21 1-+.t75175'Ft79"C
Natural Bfass .. . .... P/N51"21t-1-175
Recessed Escutcheon:
Specify: Style 20 Recessed Escutch.eon with (specify) finish, p/N (specity).
1/2" ( 15 mm)
Style 20
_.--Cllq." Plared .. ... .. .. p/N 56-705-9.0101/2' (15 mm)
Style 20
White Color
-.^.99i!"0.. P/N 56.70s-4-o1ol/2" (15 mm)
Styl€ 20
Brighl BrassCoaled..,, . p/N 56-705_2.010
Spf inkler Wrench:
:qgcl-ry: YV.Type 6 Sprirkter Wrench,P/N 56-000-6-387.
!q9c1!.-lV-rype Z Sprinkter Wrencn,P/N 56-850-4.001.
I TYCO FIRE PFODUCTS, 451 Nonh Cannon Avenue, Lansdale, pennsylvanja 19446
oI
t The Cappet-Tube Handbook
Technical Data: Tables
I rabte2c. TYPE M-D imensions anil
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file:/iC:\WINDOWS\DESKTOp\copper submittals\copper tube type M.htm
Characterhtics
Nominal
0r
standard
size,
inches
Nominal dimensions. inches Calculated values (based ou norninal dimensions)
Outside
diameter
Inside
diameter
Wall
thickness
Cross
sectional
area of
bore,
sq. inches
Weight
of tube
onlyt
pounds
per
linear ft.
Weight
oftube &
water
pounds
per
linear fL
Contents oftube
per linear ft
Cu fl GaL
.500 .450 .025 .t)v .145 .214 .00110 .00826
7t .625 .569 .028 .2s4 .204 .314 .00176 .0132
-t4 .875 .811 .032 .>tl .328 .551 "00359 .0269
,|1.125 1.055 .035 .874 .465 .843 .00607 .0454
1 'lo 1.375 1.291 .042 1 .31 .682 t.25 .00910 .0681
1 Lt 1.625 1.527 .049 1.83 .940 r.73 .0127 .0951
2 2.125 2.009 .058 J.TT t.46 2.83 .0220 .165
1 ll.,2 2.625 2.495 .06s 4.89 2.03 4.14 .0340 n<A
J 3.125 2.981 n?n 6.98 2.68 5.70 .048s .363
- '2 3.625 3.459 .083 9.40 3.58 7.64 .0653 .488
A 4.725 3.93s .095 t2.2 4.66 9.83 .0847 .634
f 5.125 4.907 .109 18.9 6.66 14.8 . 131 .982
6 6.L25 5.881 .r22 27.2 8.92 20.7 . 189 t.4I
8 8.125 7.785 .170 + I.O 16.5 37.I .131 2,47
10 10.t25 9.701 i 1',73.9 )< 6 ) t.).513 3.84
l2 t2.125 11.61,7 .254 106 JO. I 82.s .736 5.51
Technical Data: Tobles
6/t/98
Technical Data: Tables
Table 5. Type M - hasare loss inlitttngs and valves acpressed in
"gls!9H,Elg!. el1r"be {ee!." -
1____
Fn"o wRoT co o
PPE H PRESSURE FITTINGS
103 Wrot Femate Adapter
I
I :"":fi,"
N.P I
I
1O3-R Wrot Reducins
Female Adapter
.f--
',I
I
I NonlnalSlre
ln lmhis
Bu ltlastor ADtr0x. olm.olaltlty P k NEt Wt A
Copper
to Fernale
N,P I
NoniralSlze
In lnci8s Bor Mastor0uaotlty Pact
Alorox.
Net Wl,
0ln.
A
l:;
%,. ...|:n
:
,'t--t'7:
a;"
50 I000
50 I000
50 500
50 50025 250
25 250'|0 t00
r0 100
550
220
50 500
50 50025 250
25 250
25 250
50 500
l0 100
2s 250
25 250
l0 t00
l0 100
5 50
I0 t00
5 50
I
t
I
I
.024 lrt.03 ,%"
.06 19Az
,0e %.t4 13Aa
,22 l%o.29 1%z
.42 | %z,65 ty1
1,20 t%
50 500
50 I000
50 | 000
50 500
50 t 000
50 1000
25 250
50 500
50 1000
2s 250
.08 l%a
.05 %.03 k.08 2%z
.05 21h
.o2 ,%"
.r2 %.08 %
'03 %"
'12 sAz
'05 %"
'05 sA"
.r3 k,0e %,231 1%z
.t I I ,%"
.280 1%z
.17 | o%o
.230 ,/tt
,414 8%o
,241 5%o
.6 58 trAa
.336 Va
.730 t%e
,9
,.)
'
,fl,Y,t
NOTE TO SPECIFYING
ENGINEERS AND ARCHITECTS
It is suggested that the foilowing phrasing be incorporated in your specifica-tions or list of materiars: "sorder-Joint Fittings shall be in accordance withapplicable standards as published by Americ-an National standards Institute(ANSI) such as illustrated and described in Elkhart products corporation,Plumbing Products Division, Catalog W1285."
I Ellrtail Pnodacts Eotporation@A subsidiary ot Amcast Industrial Corooration
acoWROTI Page 7
PPER PRESSURE FITTINGS
I
105-C Wror g0o Street
Elbow-Close Ruff
Fitting
to Fitting
NomlnalSlzo
h hci8s
b
I
]a
B0r Mast8roua ny Pack
Aplrox.
NetWt,
NonlnalStze
h hcios Approx.
NetW.ut|tl.
A
utm.
A
Dln.
I
I
I
%x%..,........, so%x%.....,,.... so
Yzx%..........,, 50
t/z x I . . . . . . . . . . . . 50
% */". . .. . . . . . . . . 25
% r/2...... . . . .. . so
1 x Yz. . . . . . . . . . . . 251x%........,... 2s
111 xl........... l0
llz x r% ., . . . . . . . . t0
2 x l)/2 . . . . . . . . , . . 5
2Yz x 2 . .. . . . . . . . . 5
3 x 2/2. . . . . . . . . . . 34x3............ I5x4............ I
500 .006
500 .012500 .025500 .05200 .07250 .10100 .t850 .2850 .4140 .7520 1 .22t0 1.858 2.67I 4.27
Box Mastet0u8ntity Pack
Elbow-Close Ruffdm FA-W3 ILFdbriil' -_fRr I x/\__lil P ilirig l_ilill
i^'l__i'Tf'-ffi
7a
2%,
13/a
l%z
t)4
I t%z
12%z
r%
2/c
2"%,
35le
.24/
45/ta
41%c
r000 .0t0
r 000 .026
500 .04
500 .03
2s0 .08
500 .08
2s0 .t2
2s0 .t 5
| 00 .23
I 00 .34
40 .5040 |.06
24 1.50
I 3.t I
6 6.39
6 7.79
%o %"a%o 3%o
%,%1%a Yae%z %
% 1%z
tYs 7t
% 1tAr.
% 1/ts
l%q 5%,
ls/ta l1%ot% r'j/z
2%z r%
21%s 2
31142, 21%z
3% 21142
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..;I
8or MsSlotolantlty Prc[
Appru,
NotWt,
Dln.
1O7-C2 Wrot g0o Street
Fitting
to Copper
8or MastSroualtity Pack
%... . .. so rooo .006%...... 50 looo .ol2%...... so l ooo .oz4%...... too looo .04%.. ... 2s 250 .06%.. -. .. 50 soo .ro1....... 20 2oo ,t8t%...... 25 2OO .28l/2...... 20 t2O .4o2....... Io Bo .7s2Y2.... 5 40 t.t83.....,. g 24 1.883%..... I I 2.694....... r 8 4.22
NomhalShr
In lnciss
%............... 50 looo .006 % %%............... so rooo .ol2 % %%.............. 50 looo ,024 "%, .%c
%,............,, 100 lo00 .0s 2%t t%z%.... ........,. 25 2SO .06 ,7/tz t%,%.. ....... ,,.. S0 500 .t0 ,%z t1yt2| . . . . . , . . . - . . , . . 25 250 ..t8 ,%a tz%z
1%. . . . . . . . . . . . . . 2s 200 ,28 % t"%"t/2. . . . . . . . . . . . . . 20 l2o .gg t1%c 2%
2 , . . , . . . . . . . , . . . l0 80 .76 t% 22%z
2% . . . . . . . . . . . . . . 5 40 ].t8 t% 92:|61
3 , . . . . . . . . , . . . . . 3 24 l.g5 2 32%z3%... ......... .. I I 2,62 21yet 11yu
4 . . . . . . , . . , . . . . , I I 4.20 21%z 41%o
Approx. Din. Dtn,lletM. A I
%
2%+
"%ot%"
s/ta
o%"
'h6
|l%t
1r%o
lz%z
lBl(e
t )ti2
21%z
1O7-C Wrot 9Oo Etbow-
Close Ruff
Copper
to Copper.
Nonlnit Slrc
h lmhss
I I EII<hant pnoclucts Eorporation-V I A subsidiary of Amcast Industrjal Corporation
oWROT COPPER PRESSURE FITTINGS
',O7-2 Wrot 90o
I
bI
b
I
p
I
I
t
J
t
Street Elbow-
Long Turn
111 Wrot Tee
Copper
to Copper
to Copper
NoninalSirs
h lnsfies
Fitting
to Copper
iiofilnalSnr
h llclos
.Arffi
,12 37h | 13Az
^ BoI. l\lrstar AFpru. oin, 0lm.uuanuty Pick NstM. A B
50 100050 | 000
50 1000
50 1000
50 1000
50 500
50 500
25 250
25 250t0 t00
550
5 50
540r r0
I t0
l8
l8
ll
^ !0I. tartlr Apprur. orm. Dtn. 0tn.0uadlty Pact NstM. A B C
500 .058 % t%a ,%z
250 .174 1/z t3l(a '/z
Atpror. Dlm. Dlm.6tW. A B
250
I
I
t
t
I
I
.'
T
I
.oos % %.oo9 %r %t.015 t%4 %".o2o %z %".o2B trh %.047 %o 3A
.05 21fu '%..10 %e %.16 % 1%z
.33 2th %.46 n4z t%z
.7 | l%z l%z
1.29 l% t.A
I .90 l2%z l1%a
2.7s 1% 1%4,17 2% 2%
6.62 2t%z 2sAa9,95 21%q 22%z
11l-HE Wror Heat ExchangerTees
Copper to Copper to CoDper
No tube stop on small end of run. Tube slips all the way intofitting. Available in all sizes tisted under Fig. No, tll-R wheretee has one or more reductions on one end of run, on specialorde r.
111-2 Wrot Street Tee
.008 ,%" yg
.016 lq 2%"
.03 "I4z t%.05 % trl".08 l%a t%.12 t%z 2.21 l% 21%z.39 t1%c 3%z.s8 2%a 3%a
I.0 | 23/rs 3r%a
1 .67 3%z 4r%e
2.5 | 31%z S%z3.70 4 S3%z
5.7 6 4%a 52%z
".lll. rystpr frnror. otm. 0tn.uuanury FaEk Nerwt. A I
50 t 000
50 1000
50 500
100 1000
25 250
25 2s0r0 t00
r 0 80
t0 80
540
t. t0l8
l8
tl
%.
4-
Bor Mast6rolantlty pack
Copper
to Fitting
to Copper
NomlnalSiue
h lncioi
'/z .
%.. .. ....25
1O8 Wror g0o Etbow
coPPer
to Female
N,PT.
NomhalSiz,
ir hstes
We invite requests forquotation on any styld, size
or dimension not shown
I Elkhant pnoslaets Eorporatian!Z I A subsidiary of Amcast Industriat Corporation
r_oo ALL-STATE FIRE PROTECTION, INC.I 33fifi,R;,'3li"l"El'",tli,
I HYDRAULTC CALCULATIONS
I
FOR
LODGE AT VAI], - UNIT #340
I vArL, co.
FILE NUMBER: UNIT3O4 . SDFDATE: 10_01_03
I
I _DESrcN DATA_
OCCUPANCY CLASSIFICATToN: RESIDENTIAL
I MrN. GpM: 18 GpM ,i spRK.
I AREA OF APPLTCATToN: 4 SPRINKLERSI.' COVERAGE PER SPRINKLER: 256 sq. ft- max.
I NUMBER oF sPRTNKLERS CALCULATED: 4 SPRINKLERs
TOTAL SPRINKLER WATER FLOW REeUTRED: 77.1 gprn
I roTAL WArER REeUTRED (including hose): 177.1 gpm
FLOW AND PRESSURE (G NoDE BoR) : 177.1 gpm G 84.4 psirI SPRINKLER ORIFTCE SrZE: 7/16 lnch
t
NAME oF CONTRACToR: ALL-STATE FrRE PRoTECTTON rNC.
DESIGN/LAYOUT By: K. MURRAY
I AUTHORITY HAVING JURISDICTIoN: VAIL FIRE DEPT.
CONTRACTOR CERTIFICATTON NUMBER: 008
I
I CALCULATTONS By HASS COMPUTER pRocRAM (LTCENSE # 16070888r i$:di:':x'i,;i;
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SPRIIGR SYSTEM HYDRAUL]c ANALY.IO Pa rro 1
r-. \ HAqc?c\ Trl\rr.n ? n /,-_=.sDFDATE:10/1/2003
.JOB TTTLE: LODGE AT
WATER SUPPLY DATA
VAI]., - UNIT #340
AGGREGATE FI,OW ANALYSIS:
TOTAI rLOW AT SOURCE
TOTAL HOSE STREAM AILOWANCE AT SOURCE
OTHER HOSE STREAM ALLOWANCES
TOTA].,, DISCHARGE FROM ACTIVE SPRINKLERS
NODE ANALYSIS DATA
NODE TAG ELEVATION
SOURCE
NODE
TAG
SUP
STATIC
PRESS.
(PSI)
135.0
fF'TI
nn
EA 1
54.'7
54.7
54.7
{rJ.6
41.I?1 n
2A 1
10.8
10. I
-z.u
-0. 5
-0.5
RESID.
PRESS.
(PSr)
90. 0
FIOW
rCPM\
1 1,4n n
AVAIL.
PRESS.
(PSr)
133. 6
NODE TYPE
SOURCE
R= 4.20
K= 4.2Q
K= 4.20K: A 2i
HOSE STREAM
TOTAL REQID
G DEMAND PRESS.(GPM) (PSr)
tt |,L dJ.,f
DISCHARGE
(GPM)
T11 .I
18.0
19 .4
19.5
20 .2
100.0
177. 1 cPM
O. O GPM
100. 0 GPM?7.1 GPM
SUP
10L
102
103
104
1
3
4
5
B5
B4
B2
SB
SA
T1
BOR
BFS
BFD
HYD
PRESSURE
(PSr)
83. 7
18. 42I.3
2t .5
23 .2
22 .3
23.8
za . Y
40.0
4'7 .8
55. 6
60. 0
64.9
69-6
69 .6
13.'7
84 .4
83.8
14,8
83. 6
SPRINOR SYSTEM HYDRAULI. ANALYSIO
_ JOB TITLE: I.,,ODGE AT VAIL - UNIT #340
t eren oata
Q (GPM)ELEV. NOZ. PT DISC. VEL(FPS)(Fr) (K) (PSr) (GPM)
1 18.054.'7 0.0 22.3 o.o rI .254.1 4.2 18.4 18. O
2 19.454.1 0.0 22.3 0. o L2 -O54.'7 4.2 27.3 19.4
3 3?.454.'7 0.0 23.8 0.0 9.2
54 .1 0. 0 22.3 0. 0
4 19.554.7 0.0 23-8 0.0 t2-154.7 4.2 2t.5 19.5
q" 56.954.'t 0.0 25.9 0.0 13.954.'7 0.0 23.8 0.0
6 2A.254-1 0.0 25.9 o.o L2.654.7 4.2 23.2 20 .2
7 1'7.\
s4 -7 0.0 40. 0 0. o 18. 954.1 0.0 25.9 0.0
g 77.I43.8 0.0 41.8 0.0 13.s54.7 0.0 40-0 0.0
I oor, : LO/r/2003
Pi ha.
4
3
Di na.
5
4
B5
I
t
pipe:
C: \HASS75\UNIT3O4 . SDF
I Pipe:
I1
r02
PIPE TAGI -3il3,
I 1r,.
PiPe:
t,
I'
3
Fina.
Pi na.
4
2
I'o
It
li,
I
I
I
0.0 41 .B
DIA (IN)
HW (c)
EL/TT
O.811 PL
150 FTG
O,248 TL
0.811 PI
150 FTG
0.284 TL
I.29T PL
150 PTG
0. 100 rL
0.811 PL
150 FTG
0.287 TL
1.291 PL
150 FTG
4.211 TL
0.811 PL
150 FTG
O.3OB TL
I.29T PL
150 FTG
O. 38O TL
7.521 PL
150 FTG
0. 168 TL
2. 009 Pr
].50 FTG
0.044 TL
4.264 PL
120 FTG
0. 008 rL
4.260 PL
120 FTG
0. 008 rt
4.260 PL
120 PTG
O. OOB TL
4.260 PL
120 FTG0.000 TL
LENGTH
(FT)
12 .61
T
15 .61
0 .42
T
3 .42
9.00
2E
15. 00
A '1 \
T
7.15
4.58
T
10.08
A -C
2R
8.75
23.00
E2T
37.00
11.00
T
18.00
I21 .50
4ET
158.50
10.08
10.08
11.08
PRESS.
SUM.
(Psr )
PF 3.9PE O.O
PV
PF 1.0PE O.O
PV
PF 1.5PE O.O
PV
PF 2.2PE O.O
PV
PF 2.2PE O.O
PV
PF 2.7PE O.O
PV
PF 1.4.7PE O.O
PV
PF 3.0
DE _A 1
PV
PF 1.0PE -0. 9
PV
PF 0,1PE -4 .3
PV
PF 0.1PE -4.8
D\7
PF 0,4PE -4.3
PV
PF O.OPE O.O
PV
71.r100.0 7. B
0.0
t'7'1 .L0.0 4.0
100. 0
711.r0.0 4.0
0.0
I1'7 . 70.0 4.0
0.0
0.00.0 0.0
0.0
B4
lu'
l3?
t:;
l,o
SB
9
41. B
43.8
10
31. B
41. B
Pipe:11
20.'7
31.8
10.8
20.7
Hr_pe : I J
10. 8
10. B
0.0
r1.J.
0.0
0.0
0.0
0.0
0.0
0.0
60. 0
64 .9
60. 0
69.6
64.9
69 .6
69 .6
11.08
U. UJ
TB
50.83
43.31
2ET
95.37I
I oor, : !o/r/zoo3
JOB TITLE: LODGE
PIPE TAG
BND ELEV.
NODES (FT)
Pipe:14T1 1.3sA 10.8
Pipe:15BrD -0.5SB 10. B
Pipe:16BFS -0.5BFD _0.5
Pipe: 17BOR -2.0BFS -0.5
Pipe:18
HYD O. OBOR -2.0
qITD A N
HYD O, O
SPRIN.R SYSTEM HYDRAULIC ANALYsIO
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AT VAIL - UNIT #340
Q (GPM) DIA (IN) LENGTHNOZ. PT DISC. VEI(FPS) HW(C) (FT)(K) (PSI) (GPM) FIlrT
0.0 4 .260 PL 18.750.0 '13.'7 0.0 0.0 120 FTG 3Er0.0 69.6 0.0 o. 000 rL 83. ?s
17't.1, 6.357 Pt 52.000.0 7 4.8 0.0 1. I 120 FTG 7Er0.0 59.6 0.0 0.001 TL 2L6.OO
FTXED PRESSURE LOSS0.0 83.8 0.0 9.0 psi, 1T7.1gpn0.0 14-B 0.0
C: \HASS75\UNIT3O4 . SDF
SUM.
(PSr)
PF O,OPE -4. 1
PV
PF 0.2
PE -4.9
PV
DEVTCE
1. 500-0
0.0
0.0
0.0
SRCE
0.0
84-4
U5.U
83. 6
84.4
0.0
0.0
0.0
0.0
83.7 (N/A)
83.6 0. 0
6. 357 PL
120 FTG0.001 TL
8.390 PL
140 FTG
0.000 TL
8.390 PL
140 FTG
0.000 rL
1.50
76.00
TLG
164.00
360.00
222 .0
582.00
PF O.OPE -0.6
PV
PF O.OPE 0.9
PV
PF 0.1PE O.O
PV
I71 .I
T71 .I
1.0
I71.I
1.0
NOTES:
(1) calcu]ations were performed by the HASS 7.5 computer programunder license no. 16070888 granted by
HRS -(\rqtamc Th/-
4192 LaVista RoadTucker, GA 30084
12) The system has been caLculated to provj_de an averageimbal-ance. at each node of 0.009 gprn and a maximumimbalance at any node of 0.164 qpm.
(3) TotaI pressure at each node i-s usecl .i n l-r: l anr.i ncr the svsl. Frn
Maximum water velociry is 18.9 ;;7;";^^";-;ilt;:
(4) PIPE FITTINGS TABLE
Plpe Table Name: STANDARD.pIp
I
I
DArE: l-0lL/2003
SPRINIG SYSTEM HYDRAUL]C ANALYSISO Page 4
C: \HASS75\UNIT3O4 . SDFJOB TITLE: LODGE AT VAIL - UN]T #340
PAGEr B I4ATERIAL: THNWL HWC: 120Diameter Equivalent Fitting Lengths in Feet(in)ETLcBGADN
811 Tee LngEl1 chkvrv Bfyvrv GatVr.v Armchk Dpvrv Npree4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.006. 357 18. 00 38 . 00 11 . 00 40. O0 13. 0o 4. O0 35. 0o 3s. 00 38 . 00
PAGE: D MATERfAL,: DIRON HWC:1"40Dlameter Equivalent Fitting Lengths in Feet(in) E T L C B G NEll_ Tee L.,ngEll_ ChkVlv BfyVlv GatVlv NpTee
8. 390 31. 00 59 . 0o 22.00 ?6. 00 20. oo 7 . 00 s9. 0o
PAGE: M MATERIAI: CT-M HWC: 150
Diameter flortirz: lent- Pif Iin^r T,enof he in trcc1-
(in) E -=;-"--""; lsrrvLrrD rtr .EEL
G NEI1 Tee 45-El_l_ TeeRun Couplg SwgChk GatVl_v NpTee0. 811 2. 00 3. 00 0. s0 0. so 0. so 3. 0o 0. s0 3. oo!-29L 3.00 5.50 1.00 0.50 o.50 5.50 0.50 5.50L527 4.00 7 .00 1. 50 0. 50 0. 50 6. 50 O.5o 7.002.009 5.50 9.00 2.00 0.50 0.50 9.00 o.5o 9.00
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JOB TITLE: LODGE AT VAIL - UNIT #340
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I oor" : 1,0/t/2003 senrN$
'YSTEM
HYDRAULT. o*o,,",rrf
ss75\uNrr3;?:;rF.IOB TITLE: LODGE AT VAIL - UNIT #340I wernn suPPr,Y CURVEI
144+ti,
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132+ \\
I 120+ \\
l rn.l
l3lS 84+X
'12+l(
lP
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\\\\\
* <-90.0 psi G 1L40 gpm
Flow Test Pointli
li
t
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t
60+
I
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I
4B+
I
I
36+
I
I
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24+ LEGEND tl
lt
72+
X = RequJ-red Water Supply '83.72 Psi e t'77.1 gpm tr
0 = Avail-able Water Supply
1-33.56 psi G 177.1 gpm
97 0-47 9-21 35 (l ns pections)
Fire Sprinkler Contractor:N:*ato-1 ^ihg ^\,*
Town of Vail Reg. No.::\ \c)-=Contact and Phone #'s:
,\-rv^.,,!.-r n\--t- - AKs - 3qo \
E-Mail Address:
contractor sisnature:[q-.1N]i\-;\-^t].
-,-deD
;O-MPLETE VALUATIONS FOR ALARM PERMIT (LAbOr & MAIETiAIS
CONTRACTOR INFORMATION
(Labor
Fire Sprinkler: $ \CCO. OC
for Parcel #
****i!**********************************FOR OFFICE USE ONLY********r.***r.*****r<*rr*tr* !t* t *lrlt**'!****
Contact Easle Counfy Assessors Office at 970-328-8610 or visit
Parcet # A r.niCrB AA\C\L\.
JobName:Lo&oq- aj \)ci.-}Job Address: \fi-t (;raxo
Lesat Description ll r-ot' ll aro.r,, ll riling,Subdivision:
own ers Nam R-n\ co e\e*"${,tSR'e.n+*""-ir Phone:
EnsineR\\-=N6\01'u., ll TffisJ*-' z--\rdfO-rr ll tBhs -JEB ^Rqo\
Detailed Location of work: (i.e., floor, unit#, O,on n,
L\C, * bt\()
Detailed description of work:tc\tNs$S . \r-,-c :-s'l,.-(\. \c -rr--s,:-\,&f^\^\
workctass: New() \oon,oni)('Remodet( ) Repair( )hlno-n,1 1 other( )
Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family |f,, Commercial ( ) Restaurant ( )Other( )
No. of Exisling Dwelling Units in this building:No. of Accommodation Units in this building:
Does a Fire Alarm Exist: YeslQ No ( ) ll Does a Fire Sprinkler System Exist: Yes () No ( )
\Wail\data\cdev\FoRMS\PERMITS\SPRKPERM.D(X-07 t?4i2001
TOWN OF VAIL DEPARTMENT OF COMMTINTTY DEVELOPMENT
75 S.FRONTAGEROAD t_,-!s. ABIC ,G\\r fCVAIL,CO81657 ' .SFs7o47g-21g8 Ut"+\ \)rL('q*- '- '!*o&2" JCltJa^\
NOTE: THISPERMTMUSTBEPOSTEDONIOBSm AT ALLTIIVTES r w, 1_ 740
ADD/ALT MF BLIILD PERMT
|ob Address.: 174 E C'oRE CREEK DR VAIL
[-ocation......: LODGE AP]S # 340
ParcelNo....: 270708227A4
ProjectNo...:
OW}IER KATPEC FOI'RTfi INVESTMENT CO 08/20/2003 PhONE:c/o BANK oNE cor_,oRADO uA
1125 17TH ST 4TI{ FIJ
DEI{VER CO 80202
License:
CONTRACTOR Vail Carpentry Repair OB/2O/20O3 phone:
PO Box 1429
Vail, Colorado
816s8
Li"cense : '749-B
APPIJICAIIT Vail Carpentry Repair OB/2O/2OO3 phone:
PO Box 1429
vail, Colorado
81558
License:749-9
Desciption:
INTERIORREMODEL
(970) 926-L220
(970) e26-1220
Occupancy: R1 Multi-Family
Type Construction: III 1-HR Type III 1-Hour
TypeOccupancy: ??
Valuatioru $114095.00 AddfuFt:
# of Gas Appliances:
wood Pelleh 0r*rrs****r**a******"********,r*'4 *r*** FEE SUMMARY
Fireplace Infornation: R€stricted: Y
$1, 0?? . 75 Restuarant Plan Review->
S7oo. s4 DRB Fee--->
$0 . 00 Recreatior Fee-->
$3 . 00 clean-uP DePosit->
TOTAL FEES_->
Permit #:803{233
Status.....: ISSLIED
Applied...: 08/20/2N3
Issued...: M/29/20[l3
Expires...: 02/25/2004
0
0 # of Gas logs:
Total Calculared Fees->
Additional Fees.->
Total Permit Fee--->
Paynents--->
BAI,{IICE DUE->
#of
Buildlng..--1
Plan Check->
Investigation->
willchll->
s0.00
s0. oo
s1,781.29
$L ,1At .29
$0. 00
$1 , ?81.29
$1,7s1.29
s0. 00
Approvals:f€em: 05100 BUILDING DEPARII.IEIIT
o8/28/2OO3 JRjM Action: AP
REQUIR"ED
Item: 05400 PLAT.INIIIG DEPARTMENT
ItCM: 05600 FIRE DEPARTI.IENT
ltem: 05500 PIJBLIC WORKS
SPRINKI.,ER IS
l-q
@aai*r{ffrfr*rff.tr**ffi ffi ffi 'r.{*.ir*nffi 'ttt:.r*rrrrr*rh!.i*ir}*ffi i!'i***a**r#l*
See page 2 of this Document for any conditiolrs that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required completed an
accurate plot plan, and state that dl the information as required is corect. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state liaws, and to build this strucfure according to the towns zoning
and zubdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV AT 479-2149 OR AT OUR OffiCE FROM 8:(X) AM - 4
PM.
OWNER FOR HIMSELFANDOWNEI
PAGE2*****ffir*******rir:s*lf,.*H.d:***ffii**#*****tr******ffi *************ffi ******
CONDITIONSOF APPROVAL
Pennit#: 803-0233 asof08-29-2003 Status: ISSLIED
**lt*lrr****tl***lt*********H{r********##***tr********MrH***il1l[.|H'*lif ****nt**t1t#:r*rt*****
PennitType: ADD/ALTMFBIJILDPERMIT Applied: M/20/2W3
Applicanl VailCarpentryRepair Issued: W/29/2003(970)92G7220 ToExpire: 02/%/2004
job Address: 174 E GORE CREEK DR VAIL
Location: LODGE APTS # 340
ParcelNo: 270708221W
Description:
INTERIORREMODEL
Conditions:
Cond:12
(BLDG.): FIELD INSPECTIONSARE REQTIIRED To CHECKFORCODE
COMPLIANCE.
Cond:14
(BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS To
BE SEALED WTIH AN APPROVED FIRE MATERIAL.
Cond:15
(BLDG.): SMOKE DETECTORS ARE REQUIRED INALL BEDROOMS AND
EVERY STORY AS PER SEC.310,9.1 OF THE 197 UBC,
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQTIIRED BEFORE ANY
WORK CAN BE STARTED.
ffitrFl.2?
INGoMPLETE oR uNslcryfr-O, - O 3,o5.- a 7- Project#: I$o*e"H+hkffi7,rZ euiloing Pelmit#:-v s?a4r9:zl491thsffitio"as)
ll
APPLICATION WILL NOT BE AGCEPTED IF
TVWNOFYIn T
Separate or electrical, plumbing, mechanical, ",";t _, q
\ +vl'u'INFoRMATION I I -
75 S. Frontage Rd.
Vail. Colorado 81657
Contact and Phone #'s:-ezo L/71-l
ieFor{'e wi..\.ne
COMPLETE VALUATIONS FOR BUILDING P@
BUILDING: S l6rO4i*ELECTRICAL: E 4,7 OO"O OTHER:$
PLUMBING: $ t3,zgq oo MECHANTCAL:$ .1/1A_rornr-F t tl,oq{ *
For Parcel # Contact Assessors Otfice at 97e328'8pn p1v$!! wntw'
PaiGel#z\o\- ogl-a-o
Job Name: Bo.pkS\6 .-*&\JobAddress,
"atrM
Legal Description ll Lot:Block:Filing:---\, {
Subdivision:
Wfncdress:l/elnea4 \c^--s,AeL Dh,.\na'ir'ri'Eez-'1fi4 a3LL
ArchitecVDesi$ner:Address:Phone:
Engineer:Address:Phone:
a-l,..A ir<!.\' k \,r'\9 /Cc '[Nt1r-
\\€., gcc- c-\\ \ac*\.- \-pt.^r<9,'+ies' t r''-*r.t *, re'l {;;;"o A'-n1' 4 d-;"'t" r*:<}g t..."-. i}'q+a\ +t:'t 'rrtsel1Qr...-.2 .-'.! .I..<< \-- \-r. lrl d.6i i-€-.-,rc'.<.r''l'itr:+ 3,' ++' ' ' *.. \.':' l< o{ '(-' ')t*
WorkClass: New() Addition( ) R"to
Work Type: Interior S) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No 94
Type of Bldg.: Singte-famity ( ) Two-family ( ) Multi-lamiry 91$ Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:
No/Tvoe of Fireolaces Existinq: Gas Appliances
No[ype of Fireplaces Proposed: Gas Appliances
t@ ll No. ot Accommodation Units in this building:
:
( ) Gas Lo,=i( ) Gas Lc
ts( ) Wood/Pellet(
ros( ) Wood/Pellet( ) wooo Burn!qg-.(t'lQ!\!!$ED)
-Does a Fire Alarm Exist: Vesfi)No (- ) ll Does a Fire Sprinkler System trxlsl: r es ( i t\u yK /
****************************rrt***FOR OFFICE USE ONLY*******************:'***+*******!i*i***
off:ner
\\Vail\data\cdev\FORMS\PERM ITS\BLDGPERM.DOC 07 n512002
.; .t"l;,t$iaj(l' _
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rr .i4l ' ,a '.:a\\61.,* ..e ].o \ rct 7 .$L 6$ d1w...\ -b" bc e',rrM.e.l
Wi$...s"+ 6\ rc5\-,i-c $ As!.eg{e,s. 66^1un",.rrrJr Crr-necr.s111' <\
r-tr.&< \ectr\c.+\t.,", B , t.=\ Br , Sec*.11rs tf,r,fi,Z ..o^uA
f .g.\oLf . b.
Sci ertcLT\a- tWir*,\f \-o-c hrcrr .\,<.r,\€-f by. bC-lvr
l-r-\ter.-\ery '**U \crc. brcrr &{en'r^\d {\G} *\4-
ce.$cr"\+,tj.o+ otr\- )7c ,S c\'Ysc\".tq-'
Born^sL\\^r. lq 5- 97c<.se *<-\ cV d-.l-" c\oeS ,"t..!
teec\-- \{^I\ ttl51-tcc \eue-\ *\'c-\ \ef.$\<-s ..\"r.{t'.-errcL.
ril€x*tlt€ Wurd.
ii:r, '.. !.I.i
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Questions? Call the Building Team at 479-232s
,,-ffi
Department of Community Development
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Applicanfs Signahrre:
Date of submittal:
Project Name: Baq,\.*{e. \€:l*o& \
Project Addressr
This Chsklist must be amoletd beforc a Building Permit apoliation isaceotd.
All pages of application is complete
Has DRB approval obtained (if required) Provide a copy ofapproval form
Oondominium Association letter of approval atbched if project is a Multi-Family complo<
Complete site plan submitted
Public Way Permit application included if applicable (refer to Public Works checklist)
Staging plan included (refer to Public Works checklist) No dumpster,oarkinq or material storaoe
allowed on roadwavs and shoulders without written aoproval
Asbestos test and results submitted if demolition is occuning
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(S sets of plans for MulU-Family and
@mmercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soil .'* must be submitted prior to footing inspection
Fire '-blies specified and penetrations indicated
Smok ' ...,"vn on plans
Types and quantity of fireplaces shown
ll
\WailUalabdev\FORMS\PERM ITS\BLDGPER M.DOC
Received By:
Mto2n003
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:S\gu€- bz.<P,a'c'.
F: everyone/forms/bldperm3
\$'b"ql
\_rJ-.
August 18,2003
Mr. Leopoldo Baptista
174 E. Gore Creek Drive
Vail CO 81657
Dear Mr. Baptista:
The Board of Managers for lodge Apartment Condominium Association has received your request to
remodel your condominium. The construction will include the following projects:
1 . Remove all flooring and replace.2. Remove all bathroom fixtures and replace.3. Moving walls to facilitate bathoom remodels.4. Other cosmetic changes per reviewed plans.
Subject to the following conditions the Board of Managers hereby approves of the proposed plans:
l. An approved condominium construction document is signed and all conditiorn are adhered to.2. All required permits are obtained from the Town of Vail.
We wish you well in your endeavor.
Sincerely,
vavp
V. Charles Viola
Executive Assistant Manager
174 East Gore Creek Drive, Vail, Colorado 81652 USA
Telephone (970) 476-5011 Facsimile (970) 476-742s
lntemet: www.lodgeatvail.com tr+RocrRpsonrs
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TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E03-0161
Job Address: 174 E GORE CREEK DR VAIL Sratus . . . : ISSUED
Location.....: 174 E GORE CREEK DR #340 LODGE AppTS Applied . . : 09/1712003
Parcel No...: 210108221044 Issued . . : 0912612003ProjectNo: v\i__ Expires..: 03/2412004
oWNER KALPBC FOI'RTIT rlwEsrt{ENT CO O9/L7/20O3 phone:
c/o BANK ONE coroRADo riIA
1125 17TH ST 4TII FIJ
DEr{\rER CO 80202
L,ieense:
CoNTRACTOR rruGHES & SCHNEIDER ELECTRIC 09/L7/20O3 phone: 970-46a-2404P. O. BOX 3925
DIIJIJON, CO
8043 5
License t 293-E
APPIJICAIIT HUGIIES & SCHNEIDER EITECTRIC O9/L7/2003 phone: 970-468-2404P. O. BOX 3925
DIITIJON, CO
8043 5
License: 293-E
Desciption: BATHROOM REMODEL WITHNEW ELECTRICAL UPDATES
Valuation: $3.500.00
El€ctricsl-_._>
DRB F€€->
Investigation-->
Will Call--->
TOTAL FEES->
s72.00
s0.00
$0. 00
$3.oo
$7s.00
a***r+ FEE SUMMAI{Y +,t'++r*ll*a**:r*r*artar***it*'tr*t+l'r+'r'}'r**trt'a't*t**'ir+'}+r*a**'r+
Total Calculat€d Fe€F> $75 , 00
Addidonal F€es_> g0 . 00
Total Permit Fce - $75 , o0
Payments---;' S75. 00
BAL/{qcE DUE---->$0.00
Approvals:IICM: O5OOO EIJEETRICA! DEPARTI{ENT
09/L7/2oo3 DF Action: AP
IIEM: 05600 FIRE DEPARTMEMT
CONDITIONS OF APPROVALCond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAIiICE.
DECLARATIONS
I hereby acknowledge that I have read this applicafion, filled out in full the information require4 completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, desigt review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SITALL BE MADE TWENTY.FOUR HOURS IN ADV FROM 8:00 AM - 4 PM.
OF OWNERORCONTRACTOR FORHIMSELF AND OWNEF
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR
Project #:
Building it #:
Electrical Permit #:
97 0-479-2749 (Inspections)
NVI,IWVAN
75 S. Frontage Rd.
Vail. Colorado 81657 bl
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
Town of Vail Reg. No.:-3v)5
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION : $
C.ontad Assessors Office at 97O-328-864O or uisit for Parcel #
Parcer# ZlDtOS)2 1044
nonan{f," l-iloo 4,ilt *sqo robAddress: /?4 tr 6ow(,lrr"pk r'tlj/i
LegalDescription ll Lot: ll Block: ll riling:Subdivision:
owners Name: L{p]'Pqe 6" n}Hl odE"E'i Bqnx I c"L tl25 rf*ll ehone:
Engineer:Address: ,{il{ hr VnVe f y"t*ll Phone:
Detailed description of work: A gntA rptn io be rgrrraqlele/
WorkClass: New( ) Addition( ) Remodel (rif Repair( ) TempPower( ) Other( )
WorkType: Interior (&zJ Exterior ( , ) Both ( )Does an EHU exist at this location: Yes ( ) No (f1
Type of Bldg.: Single-family ( ) Duplex ( ) MultFfamily ryj Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:7 No. of Accommodation Units in this building: 7
Is this permit for a hot tub: Yes | ) no ( 4
Does a Fire Alarm Exist: Yes (l No ( )Does a Fire Sprinkler System Exist: yes ( ) lt|o (y')
,<****t'**:t*rt*****rr*rr**,t*****************FOR OFFICE USE ONLY*************:l***********************
\WAiI\dAtA\CdEV\FORMS\PERMITS\ELECPERM. DOC
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
VAIL.CO 81657
970479-2735
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
SPRINKLERPERMT Perurit #: F03-0035
3os-6433
]ob Address: 174 E GoRE CREEK DR VAIL Status . . . : ISSLIED
Location.....: LODGE APIS 340 Applied . , : 10/08/2ffi3
Parcel No...: 2101082270M Issued. . : 17/78/2003
ProjectNo : -D{!5}63OK Expires. .: 04/10/2004
owNER r(ArJpEc FoURTH TNVESTMENT CO aO/O8/2003 phone:
c/o BANK oNE coLoRADo NA
1125 17TI{ ST 4TH FI-,
DENVER CO 8O2O2
Lricense:
colfTRAcToR AtL STATE FIRE PROTECTION, rt}/08/2003 phone: 303-288-3901
504s E 76TH #L2
EOMMERCE CITY CO
aoo22
License:370-S
APPI-,ICAN| ALIJ STATE FIRE PROTECTION, 1L0/08/2003 Phone: 303-288-3901
504s E 76TH #L2
COMMERCE CITY CO
80022
I-,icense: 370-S
Desciption: INSTALL FIRE SPRINKLER SYSTEM unit 340
Valuation: $1,000.00
FEESUMMARY
Meclunical->90.00 Restuarant Plan Review->So.0o Total Calculated Fees-> 9395.s0
PIan Check-> g3 so - oo DRB Fee-->$0.00 AdditionalFees->90. o0
Investigation->
will call->$3 .00
BATAIICE DUE_>$0. 00
Item: 05100 BUIIJDING DEPARTMEMr
ItEm3 05600 FIRE DEPARTMEIiT|
L0/L3/2oo3 mcgee Action: AP
CONDITION OF APPROVALCond: L2
(BIJDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE.
DECLARATIONS
I hereby acknowledge that I have read this appHcation/ filled out in full the inlormation required, completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state liaws, and to build this structure according to the towns zonin5
and subdivision codes, design review approved/ Uniform Building Code and other ordinances of the Town applicable
$0.00 TOTAL FEES--> 5395.50 Total Permit Fe+-> S395.50
Paym€nts--> $395. 50
Nov'18 O3 O8:35a- NOV.IB. eEo:l 9t sEHl r.o.?34 P.U6
thsrto.
NEQUESTS EON INSTXCIION SEAI.L BE MADE fS/EI{IY{OT'R EOT'RS IN ADVAI{CE EV TEI^EDEONE AT
''','T35DnOM l:00,lM.5lftl.
iuvn'4r'
b(trer l>t1n + W td&: t.^''
y r l.v-- v &to(
/Eslto
p.1
APPIJfCA!*T VaiI Carpentry Repair
PO Box 1429
Vail, Colorado
816s8
License:
Desciption: PLUMBING FOR INTERIOR REMODEL
Valuation: $5,275.00
DEPARTMENT OF COMMUNITY DEVELOPMENT
Permit
Status. .
Applied.
Issued.
Expires.
09/Lo/2003 Phone: (97o) 926-L22o
?? #ofGaslogs: n
,,.
--"{AI..O_F VAIL
Pluribing->
Plan Check->
Investigation->
willcall->
\, .TAGEROAD:?S' 816s7-*ts
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
PLTIMBINGPERMIT
]ob Address: 174 E GORE CREEK DR VAILIocation....: LODGEAPTS340
ParcelNo...: 27070822104projectNo : ?RTOf_ or3o<
owNER KAIJPEC FOITRTH INVESTI'ENI CO O9/L0/20O3 phone:
C/O BA}IK ONE COISRADO NA
1125 1.7TII ST 4TH FL
DEM/ER CO 80202
License:
COI{ITRACTOR Vail Carpentry Repair o9/to/zoos phone:
PO Box 1429
Vai1, Colorado
81558
License:749-B
#: P03-0101
36 s-o{35
.: ISSUED.: 09/10/2003.: 09/72/2ffi3.: ffi/70/2004
Fireplace lnfonnation: Restricte* ??# of Gas Appliances:
wood Pallet ??r**sr*r.tr,.*r.{*rffi **r*rffiilt* FEE suMMARy
$90.00 Restuarant Plan Review->
S22.SO DRB Fee---_._>
$O. OO TOTALFEES >
s3. oo
s0. 0o
90. o0
$11s .50
Total Calculated Fees-->
Additional Fees->
Total Permit Fee--->
Payrm€nb-->
BALANCE DTJE-_>
$11s . s0
90. oo
$11s . s0
$115. s0
90. 00
ITerN: O51OO BUTIJDTNG DEPARII{ENT
09/10/2003 ,JRr.t Actsion: Ap
ItCM: 05600 FTRE DEPARTI.{ENT
CONDITION OF APPROVALCond: 12
(BL,DG.): FIELD INSPECTIONS ARE REQUIRED TO CnECK FOR CODE COMPIJIAIICE.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in ftrll the infonnation required" completed an
accruate plot plag and state that all the infomation as required is correct. I agree to comply with the information and
-
it
_
plotplan" bcorrpty with allTown ordinancesand state laws, and bb'uild this structure accordingto tlre brvns zoning
and cuHivisioncodes, deignreviewapproved, Uniforur Building C-ode and other ordinances of the Townapplicable
tlrereto.
REQUESISFORIT.ISFESTIONSHALLBEMADE T*ffi*,"AT479-A49ORATOUROFFICEFROM&MAM.4
SIGI{ATLJRE OF OWNER OR CONITRACTOR FOR HIIyISELF AND OWNEF
,IJN I]IIIFORI.'IATION
Plumbinq Contractor:
Sctnnn^'atr \\,\tc h at tiuL.
To,'ln of Vail Reo. No.:ll3-p Oontact and Phone #5:\st wruts 4o+'ffioo
E-l4ail Address:
Oontractor Signafure:- = - - - nn nqla A(L|'M^J-4;+L
COMPLETE VALUATION FOR PLUIIBING PERMIT (labor & Materials)
PLUMBING: t 6L75.oO
**.********:r***************************FOR OFFICE USE ONLY******.**********************jt*******
)ateRee
)RB'Fees: :,- .. ': ' ,.,cceded BY:
d I t-:;
robAddrcss: n+ € hvtc,Cr<*_Dr.A
WorkClass: New() Addidon( ) Alterat'rond() Repair( ) oSEr( )
Cornmerchl ( ) Restaurant( ) Odter( )Typeof BHg.: Singlcfamily( ) Dud€D(( ) Muftlfamily(
No. of Accommodation Units in thb building:No. of ExKing Dwelling Units in this buildirg:
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