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HomeMy WebLinkAbout138 CHESTNUT AVE; ; AS010213; Permit11/3/2020 Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: - Fees($) -- 190 AS010213 Permit Data City of Carlsbad Sprinkler Permit · Permit No: AS010213 138 CHESTNUT AV Status: ISSUED SPRINK Applied 11/5/2001 2041220801 Approved: 12/21/2001 0 Issued: 12/21/2001 Inspector: CONDO Owner: - Add'I Fees ($) Total($) Balance ( 0 190 0 1/1 ·12/19/20~1 11:38 519-448-7705 WSFP SAN DIEGO Chestnut Condos Flow Test Location: Date: Time: 0.L.: Static psi: Residual psi: Pitot: Flow: By: Witnessed By: 140 Chestnut Ave. Carlsbad, CA 12-04 .. 0l 11:00 A.M. 2.5'' 80 psi 75 psi 70 psi 1,405 gpm Western States Fire Protection Co. Mark L. Hopwood Carlsbad Municipal Water PAGE 02/02 ASoLo2-t3 c: •C:'-·=1• t.JI n· .. ,··u a·• .. •1i 11!!::!!i1 n::::;=:: ··,·n•'r CJ ii:::·-· ll·--ll .,,,II',.. :Cii F.: A ILJI iL_ ][ c: A L u-·---LI L li~:!!y ···u-.. :n: C]I u·· ... n 1=-C.]I a=;;;:: B~rry B1~~ Ch~~tn~t 140 Chestnut Ave Carlsbad C~ :s ----------------------------------------------------!---------------------------- =::::: ::::: ::::: ::::: ::::: ::::: ::::: :::: ::: :::: :::;; ::::: ::::: ::::: ::::: ::;;: ::=::::::::::: ;:::: ::::: ::::: ::::: ::::: ::::: ::::: ::::: = :-.::: ::::: = = ::::: ::::: :::: ::::: ::: :::: ::::: ::::: :::: ::: ::::: :.-::: ::::: ::::: ::::: ::::: :::: ::::: = i.::::: :-.::: ;:::: ::::: ::::: :;;:: :::: ::::: :::: :::.:; :::: ::::: ::::: ::::: :::·· ···-..... ;··-::::: ::::: ;:;;: ::::: :····:::::::::: :···· ..... I :E~ ILII. b dTll :i t -t ti::::? d ]E]: :'.),•"' I Western States Fire Protection 11421 Woodside Avenue Suite #B ·Sa~tee CA 92071 <M -•--•• -••• ••-.,._ ♦-♦♦-♦---, ... .._ •-•• ••-• -• ---•--♦ -----• •-•-• --• -•• •--• -•h -♦U--•• oUo• oono --hHO .... , •♦OU , ..... Mooo ooho -.. '"'" ... ,, oono ooooo ••••• ••••• 00000 .. -• -••• ; .... .,.._, •-•• ••••• ••••• ••••• ••••• .-,o o,,o uo•o ooooo •--o,ooo ••••• , .. ,, •-•• oUoo ,0000 ••-• HoOo ••-• ♦•-,, • ., O•OU ••••• ooooo •-• ~ ..... )e·::> :i. gn Specif :i. c i.-:\t: ions ),?.ns it y ) E• ·=· i g n P-n· ea. ~ 0 .. 100 0 .. 00 l Water Supply Information : 80 .. 00 psi@ 0 .. 00 gpm 75 .. 00 psi@ 1405 .. 00 gpm :::1 .. 0 gpm ~i:::it: es:---------------------------------------------- _ist of Fitting AbbYeviations =~ :-,~: -:::1mp :L e:; '' E~~TC '' ::::: :: o cl e : De:::> c ·r'· i pt i on A P,L.;)~~:M \/P1 D E CHECI< '-../A DK''l FIFE \,J CF''-../C '30 CP'v'C 45 Codf?: Desc y· i pt ion H CP'v'C Tl~~: T .L J i< L. M N CP\/C BHT CF',jC COUP .. COP CHI< CDP Gr~TE ',j CDP 45 COP 90 dTL. T Dl?CH v ctn ti on(=! Code:DescYiption D 1_:u1-.. • T l?UI\ -T u ,_: C..i 1··-' T E: F: CH STi_. 4~5 f:3TL T l~:UI\I f3TL T D~:CH F"LDl,,J I i\ll) IC Codi:::?:: :Oi:.~·:::-c 'r'. i pt ion I! \i \/ /\ Cales By: Mark L. Hopwood Checked: ____ 10~24-01 Page: 1 Se·( ~ -~· :31 0 0 46 ·s-:· Hyper r:: a 1 c F' r· o gr· c.1 m by Cr c,w l e y :0 c-2 ·s ii g n I (:i l'. i::, Lt p , ( 2 1 5 ) .... 3 3 ·7 ·-'/ 0 G 0 , Job No~65-1581 )E::isign density~ .10 3Lpplied flow and pressure is based on 80.00 psi is actually availabl~) ~:e f. PF.:ESE>LJl:;;:E ::•t. Pt Pv Pn 16.80 15.80 36. 77' 3f.," 77 3.'30 0 .. 00 F'L..C t,,J i Ac ·;; u al M i n i m L~m ·--···-·-· ·--::::: ::;:; ::::: :-.::: :::::::·j;:;:: 16.0 1b·::: !n "I •• 5.lo av."::t :i. lab 1 e at: F't:" Cales By~ Mark L .. Hopwood Checked: ----;L 0·-·•:;;~4---·01 Pa~1e:; ..:_ s.upp 1 :/ Ser~*310046* Hypercalc Program by Crowley Dt:2!:=> i tJn Ciy oup Y ( 215) -337·-·-·7060 -i It~· JL n::.:.li ii.,u,,P ,i=if. u·--··11 ell ;::::::u 1t"'' e, '!:::::~ ·!:;::;j. iLiL ·u··· •I:::!' :i~::i; Lll. il"ll"'h u"lrh -r.::::IJ. 'Ir'"' ::::i,,··· Job No:65-1581 BeYYY Blue Chest nut ev. Rff. POINT now gpm Pt psi Pf psi Pe psi Pt REF. Elev. psi POINT ft. F R I C T I O N L G S S i C A L C U L A T I G N S Length Fitting Length rdtal Pf/ft Diam C Flow '3.00 1 '3.00 A r3,oo B '3.00 B 73,00 C 73.00 D (( 16.0 < 16.80 (( 16.0 < 17.50 << 7.1 << 17.81 << 8.9 {( 17.81 << 7.1 << 17.97 << 16.0 << 18.72 73.00 E << 16.0 << 19.22 ;3,00 F << 16.0 << 24.28 53.00 G << 16.0 << 29.38 53.00 Rl << 16.0 (( 34.23 48.50 R2 << 21.0 << 36.77 48.00 Ul << 21.0 << 38.10 48.00 U2 << 21.0 << 40.26 0.70 0.00 17,50 A 0.31 0,00 17,81 B 0.16 0.00 17,97 C 0.91 0.00 18,72 D 0.75 0.00 18.72 D 0,49 0,00 19.22 E 0.72 4.34 24.28 F 0,76 4.34 29.38 G 4.85 0.00 34.23 Rl 0.58 1.95 36.77 R2 1.11 0.22 38.10 Ul 2.16 0.00 40.26 U2 4.14 1.30 45.70 U3 73.00 73.00 73.00 73.00 73.00 73.00 63.00 53.00 53.0(1 48.50 48.00 48.00 45.00 2.50 EHI 2.00 I 10.50 I 44.00 4HIE 43.50 3E5HI 4.00 E 10.00 HI 10.00 E 61. 00 4 I6H3E 4.50 CU3H 7.50 N 21.00 28.00 MP 13.00 5.0(l 5.00 H,.OO 31.00 7.00 6.00 7.00 47.00 8.50 3.00 6.00 Cales By: Mark L" Hopwood Checked~ ----Ser~*310046* Hypercalc PYogram by CYowley ! i 15.50 0.045 1.101 150 I 1.00 0.045 1.101 150 1,.J C' II ,• o' 1 r,_ 1 I 1' I ( C'o J. JV 1.l.. V I 1'.11 .L,.J I 60.00 0.015 1.101 150 ., .J C' •, ,., ,• 1,. 1 i • 1 'C' •. i 1 . ..ill tJ I \J l u • i O 1 JO 11.00 0.045 1.101 150 1a.oo 0.045 1.101 150 I 11.00 0.045 1.101 150 10~.oo o.045 1.101 1so 'j·oo o.045 1.101 1so 1 ! c-u· ') t r,c-1· ,·,··ic:: 1c-r) L , J 1 , l V..J • VLw ,.h 21.00 0.103 1.030 150 ~41 ~n 1 ,~~ A QnC' 1ro• ,j 1,l,;_i 1.,.;.44 V,JJ,J J 16.0 16. 0 7 .1 16.0 16.0 16. 0 16. 0 21.0 21. 0 21.(l Vel,:icity fps C' .• J,'t 5.4 2,4 3.0 2.4 5.4 5.4 5.4 5.4 5.4 8.1 8.1 3.6 'cl t h Su ffi in c:l ·I'" :i F' ·,,. :i. n t i;::1 u t f i::.:i ·I'" :De 1·· 'I'" y B 1 u e Che S> t nut . ob · No ~ S 5 ··-· 1 5 81 1 O ··-· 2 4 ·--0 1 Sy~:;; t: ;;.~ rn ~ C P11--C :I=!: :l Dr· a 'vJ i n g ~ F' 1 ·-···· F' 4 =Ir c:iL ·-it;: u·-··u G'",,.a 1CB :::! ::it. rincipal path eeds Path:2 at Pt:A , Path:3 at Pt:C , Path:4 at Pt:D ; i I ========================================================================================~========================-=======-==-! ef Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total ;Frict.Loss Elev. Loss Next Ref t. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length iper.ft Total Psi (ft.) Press Pt. ----------------------------------------------------------------------------------------~------------------------------------(C=150) 73.00 16.80 16.80 3.% 16.0 16. Cl C' ,,.,. 1.101 2.50 EHI 13.00 15.50! 0.045 0.70 • ., C"rt A J, ,l/ .l/ ,Jl.1 73.00 17.50 17.50 16.0 !:: ,,., J, .;;/ 1. 101 2.00 I 5.00 7.oo i 0.045 0.31 p 1"11 I 10.1. B 73.00 17.81 17.81 -8.9 7 .1 2.38 1. 101 10.50 I 5.00 1s. so /·o. 010 0.16 17 I '37 i_. 73.00 17.97 17.97 7.1 2.38 1. 101 43.50 3E5HI 31.00 74.SO I 0.010 0.75 18. 72 D 73.00 18.72 18. 72 8.9 16.0 5.37 i. 101 4.00 E 7.00 11.00 0.045 0.49 1'3, 22 E 73.00 19.22 19.22 16.0 5.37 1.101 10.00 HI 6.00 16.00 0.045 o. 72 4.34 (10. 00 )24.28 f 63 •. 00 24.28 24.28 16.0 5.37 1.101 10.00 E 7. O(i 17.00 0.045 0.76 4.34 (10.00 )2'3.38 G i 53.00 29.38 29.38 16.0 5.37 1.101 61.00 4I6H3E 47.00 108.00 0.045 4.85 34.23 Rl .. 53.00 34.23 34.23 . .l 16.0 5.37 1. 101 4.50 CU3H 8.50 13.00! 0.045 0.58 1. '35 \ 4.50 ·, ,,r "!'1 w:, .IJO. I I .J.. •'1 48.50 36. 77 36. 77 .J.. 5.0 21. 0 8.14 1 ,·,.-.c-7.50 N 3.00 10.5010.105 1.11 0.22 ( 0.50 )38.10 Ul ,Vi.J :1 48.00 38.10 38.10 21.0 8.06 1.030 21.00 21. OO i 0.103 2.16 fl\ .-,r 'tVa40 11•'"1 u, ,~, 1, 48.00 40.26 40.26 21.0 8.64 0.995 28.00 MP f,.(l(i 34.00 : 0.122 4.14 1. 30 ( 3.00 )45. 70 U3 ,,, 45.0(l 45.70 1,) AA.A..'-.A/, .. , ......... ·'.:\ :::r. cit ·t D-···~ lt'•...Ji Cn ::;; :::;::: . ed hy path No.1 ------------------------------------========================================================================================== {ef Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref U ll. ·1,, 11,. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length ' per.ft Total Psi (ft.) Press Pt. -------------------------------------====================================================· ==================================== 73.00 17.50 73.00 17.50 17 I 5·0 F" -i=il. 1.~: u·-··1, n•,,.n ,c;;1 ::~ ::3: =-ed by path No.1 (C:=150) 1.101 3.00 I 5.0C 8.00 17.50 A -----------------------------------------------------------=-=-======~=~-===-===========~================================~==~= <ef Elev. Pressure (psi) K Flow (gpru) Veloc Diam. Actual Fitting Fitting Total :Frict.Loss Elev. Loss Next Ref Pt Pv Pn Factor Added Total fps in. Length Summary Length Length -per.ft Total Psi (ft,) Press Pt. -----------------------------------------------------====-==================================================================== 73.00 17.97 73.00 17.97 (C=150) 17.97 1. 101 2.00 I 5.00 7.00 Cales By~MaFk La Hopwood Checked By: ____ Page: P-01 17.97 C Se·( :: ·H· ~3 1 0 0 4 5 ·K-H :l p <-:? 'I'" c a 1 ,::: P ·I'" o g ·I'" am by Cl" o v-.J 1 e y D i.::f: s i s;;;i n Gr o L.l p 9 ( 2 1 5 ) ·--:-J :: "/' ····· 7 O GO i::\ t h S.u m ff1 a ·t'· y F' t· i ri t out 'f i:::i i'' D t.~ l" y· y B 1 u e Chest n u t ob ·N i:::i ;: G 5 ..... l 5 G 1 1 0 .... 2 4 ·-0 :L f3 y' s. t; t~ rn ~ C ,; L.. C *l: :L D ·I" i:t 1.,..; i n g ;: F' j_ ..... ..... F' 4 :: .. -i=1i. t U··-·n !d by path No.1 :======================================================================================= :==================================== !f Elev. Pressure (psi) K Flow (gpm} Veloc Diam. Actual fitting Fitting Total :Frict.Loss Elev. Loss Next Ref ;, ft, Pt Pv Pn Factor Added iotal fps in. Length Summary Length Length ;per. ft Total Psi (ft.) . Press Pt. ========================================================================================~==================================== 73.00 17.81 73. 00 18. 72 • • .1 ••• •••• (C:=150) 17.81 8.9 2.99 1.101 44.00 4HIE 16.00 60.00 :0.015 0,91 18. 72 D C:21.li:::·s By~1··1iat·k Lu H,:::,pwood Checkt1d By:: ____ F'-:::t,;;;ie~ p .. ·-02 Se·!"::-;~-:.:: 10046* Hy·pet i::: al c Pr· og·r" a.m by C,,. 0 1 • .,Jl ey De1:::• i gn Ci •( oup v ( 21 !,:i ) ..... 337 ..... 7060 --••-• ·-•H--•H -··· 0000. ··--•----·• --·-·• ·-• --·-..... -·---·--·-·· -·· ....... ·-·· -··· •-♦• •···· ·•··· ···-♦--· ---··--♦--··-·--·----• ..... --·--••••• ••••• ••·•· ••••·• ••··· ·-· O•••· ·•·•· -•· -..... •··-•·---·· ............................ 0 • . •• ·- ·-·••-··-····-······· ... ·.···········•···-········ .. ··-········ .. ··· .. ·· ...................... -............................................................... .-............................................... :.;:::::;::;:::::::::::::::::::::::;:::t:.::;;::::;;;:;:::::;;::::::;:::::::::::::::::.;::::::::::::::::::.:.:::::.:::.::::::.: .... , ........................................ _ ....... . 1D a-----· ],.. I •• B €::!' 1r.... "k.r" ::::,,,.. Ee 1 li.....ij. ,e n:::::: a·-·11 E!' ·!;5. ·ii:;: n, ,_IL ·t i 140 Chestnut Ave CaYlsbad C~ . l --· ·-·· ·-----·--·---·--·------· ·-· -----··--· ··-·-·· ---·-..... ··-·--·----· ..... ·--·-·--· ---· -·· ..... ····· ---··· --· -···-.... ·-· ··-· ···-l-· ·-· ··-· ..... -·· ···-···-···-..... ··-· ···---· ·--·-· ···-··-· --· ·--·-· ·-..... ·--·-..... ·-·-· ·--··-I :: :::; :.-::: =:::::; ::::: :::; =::;::::;:::;:::::::;::::; ::::: :::: ::::; ::::: ::::: ::::; ::::; ;;;;; ::::: ::::; :::: :::: =::::::;:::::::::: ;;: ::::: ::=; ::-.:: ::::: :-.:: :::=::::; :::=;:::::::::::: :::: ::::: ::::: :::: :::: ...•. :::: :::: ;::-.: ;-.::: :-.:: I : ::=:::::::; ;::;: ::::: •-::::::::; .... ;;::; ;._::::; .. ::: : .. :: ::::: :::: :::; :;-.:; :::: ;;;-.: ;;;:; ::::; ;;:.; ::::; ::::: ;;;;; ···:: S iUL b 1rn :i ·II:;: ··II::;: 1E:2• ,d E:& y · Western States Fire Protection 11421 Woodside Avenue Suite #B Sa~tee CA 92071 --·--· ·-·-· ···-....• ----·--··-·-----·--·-·-··-·--.......... -·-· ---· ----·-..... ·-----.... -·--·-·-· --.... -··· -----·· -·-·-·-·--··-···-~-·-..... --·---··· -·-·--·--·--··-..... ·-·--·---·-·-·--··--··-.... -··· ···-·-............ . )esign Specifications O a100 DOuOO psi@ 0 .. 00 9ptri 75 .. 00 p ·:~i @ 140~5 .. (),:) gprn '"T" ,c:11 ··II::;: -i=~li. j1_ ][) •E~• ,ru··11 ,i=:li. g·····h 1C:Il :::; 3: :IL Ila :ii.. '!;Ji j:::J1 :i "if"il S ::::, .... ·s ·t ie o·n "!:::5--a::::1!. ··If E:.l' ·l; ::::.,.··· ··f -i=IL u::::: "!!::;: ,Ci! ·n..... :::: ::-3 :i. .. :L gprr1 11::::::--·--,, .,_11....::::.. p-s.::ii. -.Jot: es::-----------------------------------------,.------ ;_ i ::St o f F" i t t i n g P1 b b y· (·2 \/ i at: i on fj. F::>-~ainp 1 e ~ 11 E2TC ;: = cine:' CP'v'C 90 Cod e ~ De~=-,::: ·r" i pt i c, n A ALAf?i,,.l 'v1P1 El BUTTFLY 1v1C:1 CHECi< \JP1 :o~::v P IF'E V C:P'v'C ':JO CF''v1C 45 Code:Descviption H CP'v'C TF.: I CF''v'C DHT J I.•· ·· .. L CP'·..)C COUF' .. COP CHK COP (:ir~TE !..../ COP 45 COP '::JO Code:: D~:~sc ·,,· i pt: ion [i Ldi••·' T l?Ul\l F' cu;:::, T DECH .. , .. I l I J f3TL T F:Ul\l \/ Cales By: Mark L .. Hopwood Checked~----10-24-01 Page~ 1 Ser:*310046* Hypercalc Program by Crowley Designi GYoLipy (215)-337-7060 :S; L il. IITil ,rn cil. ·1r···· ::::.,,,,. 11::::u ··u·· '.!:::::i; p1 'h·'"' ::JL 1r-·i1 U< -IL 11;;;;;:!' U" Job No: 65--1581 BeYry Blue Chestnut esign dt:-?nsit:y: .10 :upp 1 i eel f 1 ow and p ·r" essLlr e :i f.5 based on s.uppl y ( 80.00 pf_;i :i.s ar:::tu-::11 J.),.- I< Per· cent: F~:e f" t. :2 Pt 11 .. 10 J. 1 n ::4 42 .. 65 P-...l F'n 1 :i." 10 11" :2·;4 3 .. •JO 3n ':)() 0.00 1~;.. 0 1:L. 1 5.0 13" (i :I. ;3" p ,:::-.• -•. .._I n \_I F't:n _..... ,-,u., •""t 1•.) II (:i iu ..::., Cales By: MaYk Lu Hopwood Checked: ____ 10-24-01 Page: 2 Ser~*310046* Hypercalc Program by Crowley Design l Groupv (215)-337-7060 !I-·-]l.. a:::::u 110 .. .,tl -1.~:lt. U"""b ic::11 1r::: ... _., ... IE:::!• ·~::::~, '!:::::i-ti __ 11, ·11·•· ' lj:;::::!· S; 11_11. 11"11 ·11 d"u··11 -1:il~'L ·1r•· .. ,j,.•··· Job i\lo ~ 6~5-1581 BEY "i'"Y B 1 U(-? Chestnu·t ev. ... , .. F1eiw Pt Ff Pe Pt REF. Elev. F R I C ,. I 0 N ' 0 j ~ I t,; A L C u H T I 0 N s Velocity r.ct I I L L POINT gpm psi psi psi psi POINT '.L TI, I Length Fitting Length To~al Pf/ft Diam C tlOW fps 3.00 2 << t:i .'I {< f I 4.•·, 0.24 0.00 11. 35 A 73.0t) 3.00 I 5.00 a:.oo 0.031 1. 101 150 13. :) 4.4 .1.:,,v .l.l,.l\,,1 3.00 .. , .... 13.1 i l f i r, ·' 0 ~ .. -, 0.00 11.56 C 73.00 2.00 I 5.00 71.00 0.031 1. 101 150 fr, I 4.4 .:, \\ ·,·, J. • I ,j'f . .:..:. .l.:i,J. I 3.00 A ,, 13.0 _ .. ., 11.35 0.21 0.00 11. 56 B i3.0(1 2.00 I 5.00 71. (l(l (l.031 1.101 150 13.0 4.4 {\ \ \\ 3.00 B \ ·•. o.a ·-. \ ff C'~ -0.00 0.00 11.56 C 73.00 10.50 I 5.00 15.50 0.000 1. 101 150 o.a 0.3 I/ .l .i .l.1,Jb 3.00 B // \\ 13.8 l I \\ 11.56 2.06 0.00 13.62 D 73.()(1 44.00 4HIE 16.00 60,.00 0.034 1. 101 150 13.8 4.6 3.00 C ,, 12.3 ,: I 11.56 2.06 0.00 13.52 D 73.00 43.50 3E5HI 31. (l(l 74.50 0.028 1. 101 150 i ::, ,, 4 i \\ \\ .1.Lat.J a.I. 3.00 D << 26.1 << 1., r,., .l,Oi. 1 ,:,-, ,Lt.J 0.(1(1 14.85 E 73.00 4.00 E 7.00 11:.00 0.111 1. 101 150 26.1 8.8 3.00 E << 26.1 << 14.85 1.78 4.34 20.97 F 63.00 10.00 HI 6.00 1~.00 0.111 1. 101 1r,-. JV 26.1 n n o.o ,3.00 F (( 26.1 << 2(l, '37 1.% 4.34 27.21 G 53.00 10.00 E 7.00 17;. (i(J 0.111 1.101 150 26.1 8.8 i3.00 t3 l I 26.1 _, / 27.21 12.04 0.00 39.25 Rl 53.00 61.00 4I6H3E 47.0(1 108.00 0.111 1. 101 150 26.1 8.8 \\ \\ .,, ;-I\ Rl << 26.1 << 39.25 1. 45 1 r,r 42.65 R2 48.50 4.50 CU3H 8.50 13.00 0.111 l 1,•.,1 150 26.1 8.B f,.>,1,,lv • ].J i • ,11.1 .I. I (8.50 R2 << 31.1 I l 42.65 .-, ·-rr, ,._ •·:•-: 45.16 Ul 48.-00 7.50 N 3.0(l W.50 0.218 1.025 150 31.i ~ .-, .; \\ L,i.J \.l,i.i. .i..:.,.i ~8. 00 Ul ({ 31.1 ll 45.16 4.48 0.00 49.64 U2 48.00 21.00 2j-oo 0.213 1.030 150 ''H f 11. '3 \\ ,l.L,.L rn. oo U2 << 31.1 / / 49.64 8.58 1.30 59.52 U3 45.00 28.00 MP 6.00 3-.00 0.252 0.995 150 31.1 ".-, ,.. \ '\ .ii.,Q ) Cales By: Mark L" Hopwood Checked: ____ 10-24-01 Page: 3 Ser:*3~L(-~(.'_)4~* u .y·•n,_~_··,~,_-,·~.-\.1.,, __ 10·r·,_-.\_·--1·r"<~-~,-,-, ,~_J"y'' ,_-.··1r,_-,1 .... J~.1.·c.·.•~--r . ,~ ~~d-· -------1""\..J n I""' ~ , •• "·· oF i..if:2S 1 g r·1: .::i·r--oup y ~ .. .:~ l ~:J) ··--;:3:.:.:, l --l UbU I I ei.t h Surnff,.i::\t· y F''r" int.: i:::iut ob No~ 65··--158 l f ot· Der ·t ·y B 1 Uf2 Ch 1:.~·;;; t: .... i ut: :L O ···-2 4-·-0 1 Sys t: em : C Pi LC :j:j: 1 D ·I" a 1-1J :i. n g :: F :i. ~~th N~:1 R~m~t~ t~ S~pp1y · inc ipal path !eds Path:2 at Pt:A , Path:3 at Pt:C , Path:4 at Pt:D :=:=============================-=====================-=======-=--=----------------------r------------------------------------ ~f Elev. ; • ft. Pressure (psi) K Flow Pt Pv Pn Factor Added lgpm) Veioc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length ~er.ft Total Psi (ft,; Press Pt. =======================================================================================~~~=========~=======================-- 73.00 4f rit:' l' rit:' .1.J.,,j.J i 1, ,j.J 73.00 11.35 f I rir iia.l.J 73.00 11.56 11. 56 73.00 11.56 11.56 73.00 4 I"\ r') J..l,bL 13.62 73.00 14.85 14.85 63.00 20. '37 20.97 53.00 27.21 27.21 53.00 39.25 3S.25 2 48.50 42.65 42.65 48.00 45.16 45.16 .-, 48.00 4"3.64 4'3.64 i. r< 45.0(l 5'3. 52 .,:; l•.,\:\.'•.l·. :::: ... al ··11::;: n-·n n·· ... .s c" :::: ::::~:: ·ed by path No.1 13.0 -13.8 13.1 13.8 5.0 13.0 -0.8 12.3 26.1 26.1 26.1 26.1 26.1 31.1 31.1 31.1 /• . .-\.',,.•\,•\/\ 4.36 0.28 4.13 8.78 8.78 8.78 8.78 8.78 12.07 11. 95 12.80 1. 101 2.50 1. 101 2.00 1.101 10.50 1.101 43.5(1 1. 101 4.00 1.101 10.00 1. 101 10.00 1.101 61.00 1. 101 4.50 1.025 7.5(1 1.030 21.00 0.995 28.00 (C:=150) EHI 13.00 15, 50 l 11. 35 A I 5.00 7.00 ;0.031 0.21 11. 56 B I 5.00 1s. so /o. ooo -0.00 il.56 (: 3E5HI 31.00 74.50 ;(1,(128 2.06 ',, !"·1 J...l,OL D E 7.00 11. 00 !0.111 ' •"\11 i. i,.,j 14.85 E HI. 6.00 16.00 /0.111 1.78 4.34 (10.00 )20. '37 F E 7.(10 11. oo Jo. 111 1. '3(1 4.34 (10.00 )27.21 i· IJ 4I6H3E 47.00 108.00 i0.111 i 12.04 39.25 !"": I I'd GU3H 8.50 13.00 10.111 1.45 1. '35 ( 4.50 )42.65 R2 N 3.00 10.50 10,218 2.29 11 ..... -. I 0.50 )45.1& U1 \!1i.i. \ 21.00 !0.213 4.48 4'3.64 U2 MP 6.00 34.00 ,0.252 8.58 1. 30 ( 3.00 )5'3. 52 U3 ·-------------------------------------=-==-====-===------======================~=====:======-=--=====~========----=-========== tef Elev. it, ft. Pressure (psi) K Flow Pt Pv Pn Factor Added (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=i50) 73.00 ii.10 73.00 li.35 11.10 3.50 13.0 13.0 4.36 1.101 3.00 I 5.00 8.00 0.031 0.24 ~ ' o"'\ C"' ,•~ .I. i, ,i,J H F:" ,,=.=:it ·t; il""l1 li"'i,,,fl 11:;::u ~~ :3 =-ed by path No.i ---------------------------------------------------------============~=============-==============~=====-================-==== ~ef Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref ?t. ft I Pt Pv Pn Factor Added Total fps in. Length Summary Length Length per.ft Total ?si (ft.) Press Pt. ----------------------------------------------------------------. ------------------------------------------------------------- 3 '73.00 11.34 C 73. 00 11. 56 1 1. 34 3 I '30 13 I 1 13.1 4.41 1.101 2.00 I ((:=150) 5.00 7.00 0.031 0.22 Cales By:MaYk Le Hopwood Checked By: ___ _ i 1. 56 C ~-:\ ·,:; h S:~u.1n ff1 a. y· ':/ r:· ·( i n t: i:::i i ••• t t ob .No :: (:.-~~ ····· 1 5G :I. :::n •t:=1L ·Q:; Hu G"'•...U •C~u ~~: 4- ? d by path Nei.1 DE~·,-·· y· y DJ. ute 10--···24-··01 Che·::-t nut: ?f Elev. Pressure (psi) K flow (gpm) Veloc Diam. Actual Fitting Fitting Total !frict.Loss Elev. Loss Ne~t Ref t. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Length /per. ft Total Psi (ft.) Press Pt. ----------------------------------------------------------------------------------------'.------------------------------------ 73. 00 11. 56 73.00 13.62 11. 56 13.8 4.65 1.101 44.00 4HIE , (C=150) 16.00 60.00 i0.034 2.06 . 1_:a.L i:: ~~-E:y:: l"'l-:.-t·( k La Hop1.;JOOd Chi:-?i: kt~cl fiy :: ----PaqE! ~ F'·····0:2 c~ t:.:.,.· ·1.-· ~ .. ·if'.·::: .L., ( .... } () ,::' :.:_:, -~;.. !·,' \,' r ·, ,,:_~i ·1·'· ,·_·· .;;;, .·1!. •·---. ,i::: .,_.. ,_ ... , ._ ... , ·1.--:::,. 1··1"1· ,;._ .. 1 :,·· • .-,·.·:.· ., ... ,.·.·.·, 1 •••••• ,' .·L ;::._·, .1··..... • .. ·1·.·.··.-, ,·.~--·· •.::.~·· .-'l •~--•• ·i ·1· .. ,. . • •• .... , ., , .... •• .. ... , .--•, ...... ..., ..... .-· .-• ....., ~ .. .., -r ' ., r -• ,... "~ _ .-;-_ _ ..., -1 1.:i {. () tJ p 'I i ••• ,:: •• I. :.::_, _.i .....• ;:., •• ::J / ..... / 1 •• ) 1.::, •._.! ... ···-..... -· .......... ·---..... ·--•·· -. ·-·· ·-· --· ----.......... ····· ......... ·--..... ·-......... ••··· ·-·· .................... ------·----..... --· -· .......... --· ......................... -·-· ---~--·-.......... ··-..... -·-............ _, ............... ·-· .......... -·-·-··--·-..... ···-··-· ···•· .................. . --~· ···•· ...... ·--···-•.·••· ..... ··•·· ......................... ··-· ............................................ ··--......................... ····· ................................... , .............. ·.•··• ·:::: -::· ··•:: ····· ·.··' ... ·· ... , ...... ··.··· ····· .·•·· ·:··· ..... ··:·· .:.:.:: ::::; :;:;: ::.:.:.: ::.:..:: ;:;:: :.::: ::::: ::::: ::::: :::.:.: ::.::: :.~:: : .. :: :::.:: ::::: ::.::: ::;:: ::.: ..... ·-........ · ...... . n·-· a··- _,....,_ 11·--u lF;;:r. -- .. ,r· .. lL J[ ~3 !UL ll~.::J• 117171 i. ·t .. -: ·t:;: •I=!• c::11 I:J: y r Western States Fire Protection 11421 Woodside Avenue Suite #B Santee CA 92071 esign Specifications Water Supply Information ; ·-· •.•.... ~ .I. •.. t:.:'l l':::;.J. 1.,y Ou 100 80u 00 p·:::-i @ 0.00 gpm e1:~-1 gi .. 1 {:it· ect ~ 75u00 psi@ 1405u00 gpm ·=•·t: •2·5~ ---------------------------------------------- i s. t c1 f F" i t: t i n g Pi b b r· e v i at i on s .:.-~ arnp 1 (?. :: '1 E2TC 1' ::::: ocl E:• ~ De·=~-i: ·I" i pt: ion H P1LAl?M \)A D :L:UTTF"L\' \)Pi C D E F Ci DI?'/ PI F'E r...; CF'v'C 'JO CF''·./C 4'.j GTL Ci1::•1 TE \) one CPVC 90 , two Code:Description H CF\/C Tr: I CF''v'C bHT J I.·• ,. ... L CP\/C CDUF N COP CHI< COP CD;:::, (::ii::; TE \J .-! 1:::-•-1·,.J CDP 90 bTL T BkCH!, i:1.nc:I 01··1(-2 Code ~ De·sc Y-i pt :i. o n Ct CUF' T i~;:LJI\I F' 1_:: . .Jl· .. ' T DF:CH C1 u :~JTL.. f3TL T l?Ul\i F"L.Dl,,J I i\lD IC CHECK '·-./A c:cid i:.7! ;; DE•·::::-C "( i p t ion ! I V I! V\i Cales By: MaYk L" Hopwood Checked: ____ 10-24-01 Page: ~ Se ·r" :: -r-~ 31 0 0 4 6 ·* Hyper c a. l c P ·I'" o g i" am by C .,,-o 1,,J 1 e y De~:;; i g n 1 (:i r· i:, Ll p y ( :21 ::; ) ···· J ::; ·7 ..... )' 0 lS G I . 5; ILi\. t.Tli liTII -c:~ll ·u····· :),•··· u::::::11 ·-ir:-s ii=I• "lr'.. ::ii.. 1r···h U·< ..IL •l::::::!1 11··· .. .c:;~IL u--· .. u 11:....11 11·····11 "-·'' ······a-•i:···· ... Jc1b l\lo ~ 65 .. -1581 ~0sign dE•nsit:y: ., 10 dppl ied -fli:i;.,,J and pr·E:·;:;suy·e i ·=· based on BerYy Blue Chestnut t 80a00 psi is actually 46»22 psi available ava:i.Jabli:::: ) e 'f., t" 2 F'n lf.. .. 80 16 .. BO 3. ':)0 0 .. 00 !'°0 "J r •, I J I" 1.._LJl:\I ·Actual .............................. · .. ··· .. ········-·········· ... ·-· lE.,, 0 , .. , ,••. n I •! t •• ) II i,_J iu J, Cale ·:::-Dy~ l"-1la;'"k L .. Hop1~ood Checkc:.•d:; ____ 10·· .. ·:24·····01 F'ctg1:2;; ..:.. Se·,,-: *3100461-f· Hypey· c c.il c F'1'· 0£.~r ,:im by Cr i::it_,..11 ey D<~s i gn C:i·I'" oup 'I ( :215) ·····337··· .. 7060 l ev. F:ff. fl ow POEH gpm 73.00 1 << 16.0 << 73. 00 .-, .il .., /"! I. i .o ll i3. 00 2 I I 7.8 << '\ \, 73.00 3 \ \ 8.2 ...... .l .I ii 73, (H) 'J -:, .:.. a -::• ,. ..... -.J ... .,.,, 73.00 a l l 16.0 l I \\ \\ 73.00 C << 16.0 <·< i3.00 D << 16.0 << )3. (10 E << 16.0 << i3.00 R1 ,, 16.0 « ,, °\ rn. so R··· i. ,,-:. 21.0 ({ rn. oo Ul ({ 21.0 << rn. oo U2 {{ 21.0 / / \\ n-··· JL ,i::::::" 1i,.,..,11 -1=::lt. u-····u 11..-ll ir-··· u·· •i:::;;;;· :::::::1-:::::::,-•1.... •• •,. ., .,...... .,__.. --· --•• __ ---· •• .• ...,. Jcrb No~ 65·--15(-31 Bc:::.•·I" ·!"" y E<:L ut=: Ch{7i:~~t nut Pt Pf Pe Pt REF. Elev. psi psi psi psi POINT ft. 16.80 t, .-,.-, 0.00 i l ':•-r A 73.00 '·'• Ji. j_/ I; L 17.85 -0.13 0.00 i: :.-: A 73.00 J. /. / i. 17.85 0.76 0.00 i3. 61 B 73.00 17.80 -0.07 0.00 17. 72 I\ 73.00 H 17.80 ,.: it ~ 0.00 i8.61 B 73.00 V,OJ. 18.61 0.54 0.00 19.15 C 73.00 19.15 o. 4'3 4.34 23.95 D 63.00 23. 9'3 0.76 4.34 29.09 E 53.00 2'3,0'3 5.66 0.00 34.75 R1 53.00 34.75 0.58 1.95 37.29 R2 48.50 37. 2'3 1. 11 0 ····"' ,i.i. 38.61 U1 48.00 38.&1 ·'"I l."' 0.00 40.78 U2 48.00 i., lO 40.78 4.14 1. 30 46.22 U3 45.00 FR IC TIO N LOSS CAL CUL AT IONS Velocity Length Fitting L2ngth Total Pf/ft Diam C Flow fps 8.50 EI t,l', lL, :._1t,,1 20.50 5.00 HI 5.00 i l' I ()(l .4.f r•,,•1 't.i.,V'I.I 5H2IE 23. (l(i 64,.0(i 4.00 H 1.00 5.00 33.00 3E3HI 2'3.(i(l 62.00 5.00 E 7.00 l~.00 10.00 H 1.00 1 r. oo 10.00 ,.. 7.00 11.00 C. 83.00 4E5H2I 43.(l(l 126.00 4.50 CU3H 8.50 q.oo 7.50 N 3.00 1;).50 21.00 21.00 28.00 MP E,.(10 34.oo 0.045 l ~ .. ·, ~ i • i !.I.!. 0. ()12 1. 101 i:i. {ii2 J ~ :·, 4 i Ii ',_I j_ 0.013 1. 101 0.013 l ~ ,·~ i J., .!l_ll 0.045 1. 101 0.045 l i (• ~ 1 • i ~I .j. 0.045 1. 101 0.045 1.101 0.045 1. 10i 0.105 1 ,•,.•,a ,VL.J 0.103 1.030 0.122 o. '3'35 150 150 :~,-. .i..JV 150 150 150 150 150 150 150 150 150 150 ~ r ,.._ l.O, '·.! ; :I ; .o i. b :I ""• O.i. n .-, D,i. "r " .i.O, ,_; 16.0 16.0 1 r ,·, ,.C,. \I 16.0 21.(l .-, ~ .• -, 1..ia\.i 21. (l 5.4 2.6 2.8 5.4 5.4 5.4 5.4 8.1 8.1 8.6 Cales By~ Mark Lu Hopwood Checked= ----:L 0··"·24· .. ··01 F' a1;;;i i:.~ ~ 3 s e i'. ~ ·l{· '.J :L O O 4 6 •ft' Hy pc~ ·I'" c Et J. c i:--:· r o ~I r· am by Cr o 1,,,i J. i?. :'-/ D <~ ·:;:; :i fJ n1 Ci ·I'" o up 9 ( 2 i ~5 ) .. -. ~3 ~:: "/ ····· ) .. 0 b 0 ~·-dt h ~3U.i'itff1-:·::\i'. ")--· F'y· int out Job · I"'--.! o : G ~€i ··-· :L ~5 8 l 1r inc ipal path ·eeds Path:2 at Pt:B BE~r· r· y--DJ. ue Chi2st nut 10·····:24···-(i 1 !ef Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref >t, ft. Pt Pv Pn Factor Added iotal fps in. Length Summary Length Lei1gth per. ft Total Psi (ft,) Press Pt. 73.00 16.80 16.80 ": r:t, ,.), Ji.I 73.00 17 I 72 i 7. 72 73, (H) 17.85 17.85 73.00 18.61 18.61 73.00 19.15 ~ ,-, + C' ,l JI ,lJ 63.00 23.99 23. 9'3 53.00 29.09 2'3. 0'3 H 53.0(1 34.75 34.75 d ,.-: 48.50 37.29 37.29 ,i. 11 48.00 38.61 38.61 12 48. (H) 40.78 40.78 ,~, 45.00 46.22 I,.) /•,.'\/·,/·,,'\ :=" -1;::::1L ··it;: n-···ii fi"'•.,_ij 1C:::u !:!: ~2 ·ed by path No.1 i .. -:"'·, iO,V n ,, O,i. 5.0 16.0 7.8 7.8 16.0 16.0 16.0 16.0 16.0 21. 0 21.0 21. 0 l•.l·.l"/• . .l•.l•. i:: ,,., 1.101 8.50 .J, ,.)/ ·i ,-.-, J.,Oi. 1.101 5.00 '"• r-"'\ i.,Oi. 1. 101 41.00 5.37 1.101 5. (iO C" ,,., ,J,J/ 1. 101 10.00 5.37 1.101 10.(10 5.37 1. 101 83.00 5.37 1. 101 4.50 8.14 1.025 7.50 8.06 1.030 21.00 8.64 o. '3'35 28.00 EI HI 6H2IE E H E 4E5H2I CU3H N MP 12.00 . 6. 00 (C=150) 20.50 0.045 1 L 0() G. o;,2 0. '32 ,·~ J :--, \,.i,J.,j 23.00 64.00 0.012 0.76 7.00 12.0d 0.045 0.54 1.00 7.00 43. (H) 8.50 11.0Q 0.045 17.01) 0.045 126.0(~ 0.045 13.(l(l (i.045 0.76 c-,. r J,bo (l,58 17.72 A ~ ~ :-.~ ,ij I U.J .: 18.61 b 19.15 L- 4. 34 (10.00 )23.99 D 4.34 (10.00 129.09 E 34.75 R1 1.95 ( 4.50 )37,29 R2 3.00 10.50 0.105 1.11 0.22 C 0.50 )38.61 Ul 21. 00 0.103 34, (H) 0.122 .-, ~ r i., iO 40.78 U:i 1.30 ( 3.00 )46.22 U3 ~f Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual fitting Fitting Total Frict.Loss Elev. Loss Next Ref :t. ftc Pt Pv Pn factor Added Total fps in. Length Summary Lengt i1 Length per.ft Total Psi (ft.) Press Pt. ·-------------------------------------· --------------------------------------------------------------------------------------- 73.00 17.72 73.(l(I 17.80 I 73.00 18,61 i., -,.-, j,j ■ii.. 17. 8(l 8.2 2.76 1.101 4.00 H (C=150) 1.00 5.GO 0.013 0.07 8.2 2.76 1.101 33.00 3E3HI 29.00 62.00 0.013 0.81 i::c:il Cs. E:y ~ ;··..-lat· k L n Hop 1-1JOOd Chee kc:d Dy::----F'-::£\~Jf2 ~ F'-·-01 17.80 3 18.51 B Z3 2 ·r :: -~i;· ~~; J. (in 4 b ·),:· H :l p 1.-2 '( C: d ]. C F' ·r. 0 g y· a ff1 b :/ C ( '-~· '-.:-i ]. E! y D I::::-~~-:i. u n l_j ( u up ~ ( ::2 :L 5 ) ..... ~3 ~3 -::-:--··-· ·7 0 (:.::, <) U-••--•-•---•• ••-• ••-•-•• ••·••• ••-•••••••••• •••-•••-••••••••-••••••••" ••••• ••••• ••-••••••••••• •-••••••-...... -N .. , •-••••• 0o0-0•0•o ••• ... ••--• ••••OoHO• •oh• ooooo ••••• ••••• --♦•o , .. nooo,o .. o,ooo0•• ,,,,o ••••• ---• °''" '"'' .. ,,.,, .. 00,000 oooo• •--,,._ "•" ..... ••-• ••••• "'" ••••• "••• ••--.• '''" ••••• •••;-::::: •::;.:;~::.::; :::.:.::.:;.• :.:.:..;::::.:: ::..:; •;;:.:.::;:; ::;;; ru :x: c:: 140 Chestnut Ave CaYlsbad CA oooo '"'' •-••••• oooo• ...... M-0 ,., .. ♦-•• ••-• ..... 00000 •-•• -♦♦00 0♦0-o,oo, oho, hOO• O•oo• OOOoO 00-0 ,_,o, ••-♦o♦" .,♦,, 00000 ,,.,, ., .. , oo••• •.--O•,O♦ ,,, .. _., ♦-•• 00000 '"•♦ ..... 0000, oooOO .... , oouo Oo••• 00000 '"" "'°' •• .. : 00~ OOOH .,, .. ,.,:, _.,., foOU 000-00000 oOOOO 00000 •---ooo•o 0,0,0 oo,oo 0,,,. .. .,. O••" --• -••O ooooo HOU ,OoOo 00-••-••-•••---••·---... ,u 00 .... ♦•--• _,,.. ,:,: :S ILij. H::::i, inr11 i. ·t: ··II:;: ti=:!' ie:li ][) :'.),.,,. Western States Fire Protection 11421 Woodside Avenue Suite #B Santee CA 92071 Jesign Specifications rM•· ........... ; .L . h/l°.:/1 t ':;; .:. L· y· DE•·==· :i. qn ,;·r" E•a ~ Ou100 0 .. 00 ~Jat e.··r" Supp 1 y I n f o y· in c:\ t i on 80 .. 00 p:.~-i G! 0 .. 00 gpm 75"00 psi@ 1405»0C gpm :3: 1 .... CJ, ,g p, inn '.J=:j; :'.'.:i, .... -~~-""fG ,2, tlli'a ·s. -1:::::!1. "If=" ti:=.:!' "IL-:; :'.:.'JI"'" ·1r -1:::11. u= "ll::;: !C:::11 'Ir'"' :;;: "~c,tei:::-~ ---------------------------------------------- .ist of Fitting Abbreviations :>--.aff1p 1 e = '' E:2TC '' :::: ::i:::,d E: :; Df2·:;;c . .,. i pt: i ,.::,n ,:::, PiL AF;:: t·--·1 \,.: A C D DF:'.Y F'IFE 'v' CF''v'C '::JO one CPVC 90 , two Code:Description H CF'1•./C Tl? j_ J I< L CF\/C DHT CF'"-/C C:Dl.JF' .. CCF' CHl< CDP GATE \,J CUP COF' ':30 UTL. T Bk CH, and onf::.' Ci:::id.-2 ~ Le::·::~•:.: ·I" i pt i i:::•t1 Ci : ... :Li--' T l?UN T u ;••,•-r-1 ~::,I '- T Dl?CH 90 "!" 1""11 11·.i I 1,:. l...i i \j T Bl?CH FL..U!,,l I l'·-.ID IC Cales By: Mark Lu Hopwood Checked: ___ _ Ser~*31004G* Hypercalc Program by Crowley CHECl< \/A Code~ Di::::.•·::.c ·r' i pt :i. cin I! \l } i .. v·.; ii • :E3 il_lL ,nn, ,rn -i::;~IL ·1r···· :'.>"'' a::::u -u::-s y:::::i, ·1r···· ::ii.. ir .... 11 ~< JL tE:::!1 ·k·'" .. .• ::~:Ii. ir•··ii ;1:::::ll R······Il u::::::u ·!2:;;j. •E:2• u::::"-JL a::::11 11,,..,,r-·:::::; · • Job No:65-1581 Ber· r· y 1)1 u 1-==-Chest nut Des. :i. fin d E· n s i t y ~ ,. .i. \j Supplied flow and pressure F.:ef .. Pt.. 3 P2 ( 80 .. 00 F'l?ESSUF~:E F't F'\/ 11 .. 07 11 .. O':::J Pn 11 .. 07 11 .. 0'3 43 .. 4] is based on p r::d i s a,::: t u a 1 l y 60,.19 psi a vailable i::tvailable) I< 3 .. ':K> :3 .. '30 0 .. 00 FLOW PeYcent Actual MinimuTI Excess i3 .. 0 5n0 13. :) 13 .. ') 1:::-···, ._i,, -. .i I .... ,",tr.• i,_J II l..) l-., Cales. Dy~ Ma·r .. k L .. Hop1.,.Jood Check,2d:: ____ l 1n ... -··::•4 .-.n1 at suppl:/ Pt: .. 3 Ser:•310046* Hypercalc Program by Crowley Desigi ;r:up; ( 21 ~5) ···-337··-·7060 g::::-· .. JL n::)1 liun,.Ji ,a::..::it.H ..... il ,1::::ll r.:::::u 'Ir'"' e• s. s. LIi. "Ir'"' if.:::;~• !E:i; ILi!. d"'ll'"IJ ,rn -i:::~~-'Ir'"' ~••'' ,Job No:: E_.5 .. ···:1.50:l BE~'('( y Bl u.: Chestnut Elev. REF. Flow Pt Pf Pe Pt REF. Elev. f R T C ' I 0 t.! L 0 s s C: A ' C u I A T T G N ,.. Vel qci ty i n L L .l .J ft I POINT gpm psi psi psi psi POINT ft. Length Fitting Length \ital Pf/ft Diam .-. Flei1J fps I_. 73.00 2 0.1 ({ 11.07 0.00 0.00 il.07 A 73.00 5.00 HI &.00 11.00 0.000 1.101 150 ,.., ~ o.o \\ IJ, i 73.00 .... 12.9 << 11.07 1.94 0.00 13.01 B 73.00 41. 00 6H2IE 23.00 . ,,.! .•• ,,,:·1 ... , 150 12. '3 4.3 ~ {{ 6 .Gv ~-~~u 1.1Ul 73.00 ,, }} 0.1 \'. 11. 09 -0.00 0.(10 11.07 A 73.00 4.00 H 1.00 • 00 0. 000 1. 101 ~ ~r, 0.1 0.0 .:i i l i,.hl 73.0(l 3 ...... 13.1 \'\ 11.09 1. 32 0.00 13.01 B 73.00 33.00 3E3HI 2'3.00 ti ',00 0.031 1.101 150 13.1 4.4 '\ ·• .• 73.00 B << 26.0 << 13.01 1. 33 0.00 14.34 C 73.00 5.00 E 7.00 l~.00 0.111 1.101 150 26.0 ,-. -y ti. i 73.00 C << 26.0 << 14.34 1.22 4.34 19. 90 D 63.00 10.00 H 1. 00 :1·~~ ~-:~; ;·;~1 150 26.0 8.7 63.00 l'\ ., ., 26.0 ll 1'3,'30 1.88 4.34 26.12 E 53.00 10.00 E 7.0(i 150 2b.0 Ii "7 iJ \\ \\ l • ,j\,i VI .i l i J. I i \.11 0,i 53.00 E << 26.0 ~, \ 26.12 13.'33 (l,00 40.04 R1 53.00 83.00 4E5H2I 43.00 rw· r•o o 1·· ~ 1('1 150 26.(l 8.7 53.00 R1 << 26.0 << 40.04 1. 44 1. 95 43.43 R2 48.50 4.50 CU3H 8.50 ~t ':I. •,fl: :• .I 150 .-,r ,-, n "7 f QQ Q. d1 l, 101 i.01 i_l a., 48.50 R2 / ... 31. 0 ({ 43.43 2.28 0 '"!') 45.93 Ul 48.00 7.50 N 3.00 i,50 0.217 1.025 150 31.0 12.0 \\ •'-'- 48.00 Ul << 31. 0 << 45.93 4.45 0.00 50.37 U2 48.00 21.00 .00 0.212 1.030 150 31. 0 11. '3 48.00 U2 / / 31.0 « 50.37 8.52 1.30 60.19 U3 45.00 28.ij(l MP 6.00 I 00 (i, 251 i), '3'35 150 31. 0 12.8 \\ i . I Ci:., 1 i: ·=· Dy ~ l"'i a i ... k L .. Hop w oi::1 d C l··j t::~ c k i::? d ~ ____ / :I. 0 ..... 2 4 ..... 0 1 F' c:'i. £;I E ~ ._. Se·( ~ ·~:· 31 0 0 4 G ·K Hype ·I" c al c Py· og i'. am by Cr· o 1,..J 1 e y De·:::• i g 'i 13 y· o up " ( 2 1 ~; ) ·-~:~: ~3 )' ··-7 OE,(.; Fath 5urn1r,a·1r ':/ P ·r"' int i:::iut f ot· E-:e·,,. ·I" y E:1 ue Che~:-'l: nut J. ob -l'--.!'o ~. 6 ~----1 5 8 :I. :!. O ·-· 2 4---0 :l Sys. t: i:2 ifl :: C P-· LC :l* :l. D ·I" a vJ i n g ~ F' 1 ·------F' 4 F " -c::.il t n-·-a lr'•..JI c11 :::: ::IL Principal path Feeds Path:2 at Pt:B Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Lengt~ per.ft Total Psi (ft.) Press Pt. ========================================================================================d===================================== 73.00 11.07 11.07 1.101 8.50 EI A 73,00 11.07 1i.07 -0.1 -0.1 0.03 1. 101 5.(;0 HI .... 73.00 11.07 <i ,f .-,~ 3.90 i. ii,U/ 12. '3 4.34 1. 101 41.00 6H2IE B 73.00 13.01 13.01 13.1 26.0 8.74 1. 101 S.00 E C 73.00 14.34 14.34 26.0 8.74 1. 101 10.(;0 H D 63.00 1'3,'30 19.90 26.0 8.74 1. 101 10.00 E E 53. (H) 2fi.12 26.12 26.0 8.74 1.101 83.00 4E5H2I Rl 53.00 40.04 40.04 26.0 8.74 1. 101 4.50 CU3H R2 48.50 43.43 43.43 5.0 31.0 12.02 1.025 7.50 N Ul 48.00 45,93 45.'33 31.0 11. 9(1 1.030 21.00 U2 48.(l(l 50.37 50.37 31.(1 12.76 0,995 28.00 MP U3 45.00 60.19 .,,,.\l· .. A.J,.I\ /, • .-.• .1 ... •\/•. F" ·L;;.=IL --it: n-·--11 11··•.,.11 ,cu !!:; :::2 Fed by path No.i 12.00 2{l, 5( 6.00 11.0C 23, (H) 64.0i 7.00 12.0( 1.00 11. (I( 7.00 17.0 43.00 126, (H 8.S!) 13.0 3.(10 10.5( 21.0 6.0(l 34.0{ I .. c·-1 c--·1 ·• l ..,-.Ji.-' -0,00 0.030 1. 94 0.11 1 1.33 o • i. f •-~•-r , ill .l,i.i. 0.111 urn 0.111 ,,, ,.,,, i .JI 'j._j 0.111 1.44 0 •j f'1 1.L.J./ 2.28 0.212 4.45 0.-251 8 C'·", ,.Ji. il.07 A 11,07 J... i3.01 ;, (I 14.34 C •♦ .-,.i 't,.:i't (10.00 ) D. '30 D 4.34 (10.00 )25.12 r C. 40.04 Rl 1. '35 ( 4.50 }43.43 R2 (' ,.,.-. ·'· i.i. ( 0.50 )45.93 Ul C/'I :i,-, U2 .J\.l,.J/ 1. 30 (_ 3.00 )60.1'3 II': u.:i ----------------------------------------------------------------------------------------~------------------------------------- Ref Elev. Pressure (psi ) K Flow (gpm) Veloc Diam. Actual Fitting Fitting fotal I Frid.Loss Eiev. Loss Next Ref Pt Pv Pn Factor Added Total fps in. Length Summary Lengt;i Lengb per.ft Total Psi (ft.) hess Pt. ----------------------------------------------------------------------------------------7------------------------------------- ! (C=150) A 73.00 11.07 11 .07 0.1 0.03 1.101 4.00 H 1.00 5.0d 0.00 11.09 3 3 73.00 11.09 11.09 3.90 13.0 13.1 4.40 1.101 33.00 3E3HI 29.00 62.0d 0.031 1.92 13.01 B B 73.00 13.01 Cctl i::: s B·y ~ t·lai ... k L..,, Hc,pwcir:id Chee kE:;.•d By;: __ ......__ F'.:::'1.fJE' ~ P···-01 :_::; i:.·:, 'r" nr. ·:~· '.·::: .L.. ( ••• H_"j ,:.-1 ;·::. --.'.f.• ,: ... , \f i""1 ,:._· ... · .... ,_ ... <. __ .. \ ·.·1. ,_ .. _. F--· •, ... ,_ ... , g-· ·r· ; .. :.,.1··1"1 b :1·•... 1_·_···. ·, ... ,._ .. ·110,'•,! .'L ,:.--.. · . .1"' I -L-·.1 ,: __ -, ._ ... _._ ·i. \_·--1 1· ..... ,• ,••· -I ,.... . .. .......... , ..... .. -· .. ,_ -•t '-' ✓ 1 ' I -..., . ._-C -.I -f i_;J '( () U j::) !I i,. _,;~ .L ;::J ) -•·· ::;; :3 / .... _/ \_) (-::_: u Bulletin 141 E Reliab1.-Model F1/RES CCP Residential Sprinkler A Concealed Residential Sprinkler Features 1 . Lowest concealed residential sprinkler flows to 20' x 20' (6.0m x 6.0m). 2. Push on, th.read off, sturdy convenient cover plate. 3. Factory assembled sprinkler and cup, shipped complete with protective cap. 4. Sprinkler assembly and cover plate separately packaged. 5. Two versions: • 12'' (13mm) adjustment • ~16'' (8mm) adju$tment 6. Rugged damage resistant assembly. No exposed thermal element. 7. Utilizes the Model F1/RES 18 Pendent f.f;:~?f:'~ ~J·!t }-,:'( ti~ttH71, \'!~~ Residential Sprinkler. is higher and generally contains a finer droplet size than 8 • · Aesthetic ceiling profile. standard sprinkler patterns. , 9. Available in white or other color painted b~ ~~~ d~af~~~~~~i~~:t or brass, chrome or black plated finishes. controlresidentiatfires,providingsignificantevacuationtime Product Description foroccupants. TheModelF1/RES CCPConcealedAesiden- The Reliable Model F1/R.ES CCP Concealed Sprinkler is an tial Sp,in kier is a ULC Listed residential sprinkler intended to be installed in wet pipe sprinkler systems of one and too attroctive, low profile concealed residential sprinkler assan-family dwellings and mobile homes, in residential occupan- bly. This sprinkler assembly ~izes a !Vodel F1/RES 18 155°F ciesuptofourstoriesinheight orintheresidentialportionsof (68°C)pen dentresi den tial sprin kier in a rvtx:iel CCP cup and any occupancy per NFPA 130, 13A, or 13. push a, thread off cover plate assembly. The cup is securely factory threaded on the sprinklers inlet end. The assembly is Application and Installation shipped with a protective cap. The sprinkler and cup are~-TI-ie Reliable Model F1/RES CCP Concealed Residential ilv installedintothedropnippleusingthervtx:ielAC1 Sprinkler Sprinkler uses the 155°F (68°C) Model F1/R.ES 18 Pendert Wrerrn. The attractive, bw profile cover plate assembly is at-Residential Sprinkler with a threaded Model CCP cup which tached to the sprinkler cup using a strong threaded is factq,y attached to the sprinkler. A protective cap is pro- engagement. vided. The assembly is completed by the installation of the Two attractive cover plate asoomblies are available; the attractive, low profile, 135°F (S7°C) rated Model CCP push fi vid (13 ) , 1 d' wh"I the on cover plate assembly. The COJer plate and sprinkler cup rst pro es½" mm 0• cover Pate a ~ustment I e assemblies are joined using flexible tabs having a strong second provides an even lcmer pro file with¾&" (8mm) maxi-threaded engagement A choice of tVvO cover plate assern- mum adjustrrent. blies provides either½" (13mm) or%" (Smn) of cover ad- ThetvbdelF1JRES CCP Cc:xlcealed AesidentialSprinklerisa justment Thecoverplateisattachedtotheskirtusing 135°F mt responseresidentialglassbulbsprinkler. Thisspinkleruti-(57°C) ordinary temperature classification fusible alloy. lizesa3.Cmmfran gi bleg~ bulb. lhese sprinklers havedem-When the ceiling temperature rises, the solder attaching the oostrated response tirres approximately 5 times faster than cover plate and skirt fuses, thus releasing the Cover plate standard response sprinklers of 1he same terrperature ratrg. and e~ing the sprinkler to the rising cemng temperature. lhe fvtxJel F1JRESCCPCcrcealed Residential SorinklercJis. Continuedincreasesinairtemperaturecausesprinklerbulb charges water in an ~ pattern bebN the sprirkler operation, which opens the water.Nay and alloNs the di& deflectcr. The residerrtial d5tributol pattern is tiQher aid geneF-charging water to be distributed in a hemispherical pattern allycontainsafinerdropletsizettm standardspnnklerpattems. below the sprinkler deflector. TheReliableAutomaticSprinklerCo., Inc., 525 North MacQuesten Park way, Mount Vernon, New York 10552 OJ C ~-::J ~ __,_ rn Following installation, any secure engagement of the cover plate as sem bty and cup assuresthatthesprin kier de- flector is property positioned relative to the ceilrg. The Reliable Model F1/RES CCP Concealed Sprinkler must be in stalled in ceilings with a neu traJ or negative pres- sure in the plenum space above the sprinkler. After installation, inspect all sprinklers to ensure that both the gap be tween the cover plate and skirt and the cup slots are open and free from any air flow impediment. Apply a Teflon*-based thread sealant to the sprinkler threads only. Af terthe pro tee tive cap is re rroved, thervlodel RC1 Wrench is then used to engage the sprinkler wrenctr- ing surfaces and to install the sprinkler in the fittin~. A 2( {67mm) di ameterholecutinto the ceiling al lowsspnn klerin- staJlation and is property covered by the cover plate. Push the cover plate assembly by hand into the cup. FinaJad just-- ment, if re quired, is made by tum ing the cover plate until the flange is in contact with the ceiling surface. 1re rvt>del F1/RESCCPConcealedSprinklerisontytobeinstalledwith a 135°F {57C:C} rated Model CCP Concealed cover plate assembly. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model F1/RES 18 Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprin- kler with which it is not specificallylistedmayprevent good fire protection and will void all guarantees, war- ranties, listings and approvals. Maintenance Models F1 !RES CCP Residential Sprinklers should be in- spected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 130 and 13A. Do not clean sprinkler with soap and water, ammoniaoranyotherclean- • DuPont Registered Trademark. ing flu ids. Re move dust by using a soft brush or gen tie vac- uuming. Remove any sprinkler which has been painted {other than factory applied} or damaged or operated sprin- klers. Priorto in stal la tion, sprin klersshoufd be maintained in the original cartons and packagir:ig until used to minimize the potential for damage to sprinklers that would cause im- proper operation or non-operation. Approval Organizations 1. Underwritersl.aboratorieslnc. 2 Underwriters Laboratories of Canada 3 NYC MEA 258-93-E Installation Wrench Model RC1 SprinkJer Wrench ULI Listing Category Residential Autanatic Sprin-klers ULI Guide Number VKKW Ordering Information s~ 1.SpnnklerModel: F1/RES 18 2. Sprin kier Temp. Rating: 155°F (68°C) . 3. Cover Plate Model: CCP 4. Cover Plate Thread Size ½"NPT(R½) 5. Cover Pfate Rating: 1a5°F 6. ~~(Plate Adjustment Bther ½"'(13mm) or ¾a"(Bmm} 7. Cover plate finish Cover Plate Finishes <1> Stardardfinsl8s OmnePlated White Special Applcaoon Rnishes Bright Brass Black Plated Bla:kPaht Off'M'lite Satin Chrane (1> Other fin~hes and colors are available on s~ciaforder. Consult factoryfordetails. Sprinkler cup assemblyare packaged separate¥. Installation Aid A protective cap is included fa useduringinstal lation. ~ Pairt a any ott.3r coatings applied CNer tre factory finish will void allap prov alsandwarranties. The cup and skirtarefab ricated of plated steel and are intended tr interior, no1r-corrosive applica-tbns. Model F1/RES CCP Concealed Pendent Residential Sprinklers Technical Data lhnej Maxmm Size Pressure ½11 NPT 175psig (R½) (12ba) t II t' D ta ns a a ,on a Nooi1al MxM Orifice Size F1/RESCCP %•(A¾) Tsnpacm.,e Rati1g Spmkler <»a 135°F (S]oq KFador us MetJ1c 3.9 55B Maxirum Cei'-gT8f11l. 1<:xrF (38CC) S~Spaci,g x fl (mxm) 12x 12 p.7x3.~ 14x 14 4.3x4.3 16x 16 ~4.9x4.9~ 18x 18 5.5 x5.5 20 X aJ (6.0 X 6.0) Maxmm Dstance To~ ft.(m) a i1.al 7 21 g!~~ 10 (3.0) 2 NFPA 13. 130Eni 13A Silgle Spmkler Two OrMora Spmlders FbN Pressure FbwEa. PlmueEa. ~ l.hni'I pi bar gxn L/mil psi tu 11 41.6 8.0 0,6 10.5 39.7 72 0,5 12 45.4 9.5 0,65 10.5 39.7 72 o.s 15 $.7 14.8 1,0 12 45.4 9.5 0,6.5 16 00.5 16.8 1.2 13 49.2 11.1 O.B 18 68.1 21.3 1.5 16 00.6 16.8 1.2 1 'x 1 /2" REDUCING FITTING 2 5/16 11 DIA - CUP--- -.--.-......... -.-... /// // // / CEILING 1/2" MAX. ~ COVER ADJUSTMENT ~ - H ' COVER PLAT£ - ASSEMBLY 3 5 / 1 6 ,, DIA. SPRINKLER 141FG01A FITTING 2 5/16" DIA CUP SPRINKLER --- 1"11F'G02A 1 /2" ADJUSTMENT 5/16" ADJUSTMENT 3 I 3/4" I Reliable ... For Complete Protection Reli~b!e offers a wi~e selection of sprinkler components. Following are some of the many prec1s1on-made Rehable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Supertrol electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level systems • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connections The equipment presented in this bulletin is io be in stalled In accordance with the latest fXJb llshedStandardsof~eNa tionalfire Pro tee tionAssociation, Fae tory Mutual Re- search Corporation,orothersimilarorganizationsandaJsowiththeprovisionsofgovemmentalcodesorord1nanceawheneverappllcable. Products manufactured and distributed by Re liable have been protecting life and property for over SO years, and are in stalled and eer viced by the most highly qualified and reputable sprin kier contractors located through out the United States, Can adaand foreign COllltnea. Manufactured by The Relable Auk>matic Spnlar Co., Im (000) 431-1588 Sales Office (800) 848-0051 Sales Fax (914) 668-3470 Capaate Offices www.relablespmlder .can Internet .Addl8ss Revsm liles ooicale updaEd or rteN daJa. E.G. Prnled h U.SA 0000 P,N 911E70116 □11111 1111 21 ii 7 PPlilPJE■ZIPJFJ'J'illlPT1Pi97ll' , . urns· RI] ··,:-b .. I e la· Id Model F1FR Bulletin 136K Model F1 FR Recessed Quick Response Sprinklers Wooel F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall -HSW 1 Deflector 1v1odel F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall -HSW 1 Deflector Product Description Re Ii able Mod els F1 FR and F1 FRRecessadSprinklersare quick response sprinklers which ccrnbine the durability of a standard sprinkler with the attractive low profile a a decora- tive sprinkler. The Models F1FR and F1FR Recessed autanatic sprin- klers utilize a 3.0 nm frangible glass bulb. These sprinklers have demonstrated response times in laborataytestsvdlich are five to ten times faster than standard l'8SfXlOS8 sprin- klers. This quick respa,se enables the Model F1FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the sarm temperature rat-rg. The glass bulb consists of an accurately cootrolled amount of special fluid hooneticaDy sealed Inside a p-e- cisely manufactured glass capsule. lhis glass bulb is spe- cially constructed to provide fast thermal respoose. The balance of parts are made of b'"ass, copper and beryfJium ni~norrnal temperatures, the glass bulb contains the fluid in both the Uquid and vapor phases. The vapor ph~ can be soon as a small bubble. ~heatisap plied, the 6q UJd ex- pands, forcing the bubble smaller Sl)d smaller as ~ r~uid pressure increases. Continued heating faces the UqUJd to push out against the bulb, causing the g~ 1D shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. . . The temperature rating of the sprinkler IS identified by the color of the glass bulb. Upright Vertical Sidewall Horizontal Sidewal HSW 1 Deflector Pendent I Conventional Recessed Pendent Appl~cation Quick respa,se spdnklers are used in fixed fire proteo- tion sys terns: Wet. Ory, Deluge a Preaction. Care must be exercisedthattheaificesize,temperaturerating,deflector styte and sprinkler type are In accordance with the latest published standards of 1he Natkx1al Fare A'otection Asso- ciation a the app~ ~ Ha'vjng Jurisdictioo. Quid< resin,se sprlnklers are intended for installation as specified in NFPA 13. Quick responsesprinklersand stan- dard respoose sprinklers should oot be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 Ncrth MacQuestan Parkv.ay, Mount Vernen, New Yak 10552 CD £.. ru c:t. ::J Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: SpmlderTwe 1<1'Factor '=" ~ Standard-Uprigrt(SSU) and Pendant( SSP) us Meuic DeftectorsMarkedt>lndica1a Postm 1tread d ) (1) 1CmmQ-lfk:e XLH wllh AA•lhead CooventraiaJ-lnstallilU r1 or Pen cmtPosfoon 10rm0-ifl08 XUi wilh A½ Ttvead 15mmStandardCxificewith ½" NPT CR½) Thread 2Jnm Orlficewith¾.NPT A¾ lliead ,., Iden rifled by a pin tie ex tend Ing beyond the de flee tor. i . i ! ; ! 5.62 81.0 8.0 115.3 4.24 61.0 2.82 40.6 4.10 59.1 4.10 59.1 56.1rrm 5.6 81.0 fi6.1nm ◄,6.7 8.0 115.3 58.4nm 47 Upright Pendent Upright<•> Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data· Thread ,<-factor S=r Nominal Orifice Size us M9tric ½"(1fmn) ¼•t-PT(R1h) 5.62 81.0 2.2"(5&rm) '¼"(allm) ¾"t-PT"(A¾) 8.0 115.3 2.SW ffi8im) ¼•<1> (11mn) ½"N7r(R1hl 4.24 61.0 2.54" (6fmn) ~(1)(10rm) ½" WT (R1h) 2.82 40.6 2.54•(ffimn) 10ml R¼ ◄.10 59.1 56.1nm Approval~ OrganlzaUona 1,2.3,4.S,7.S 1.2.3 1.2,8 1.2,8 47 <1> Identified by a pintle extending beyond the deflector. ~ Refertoescutcheondatalableforapprova_1s_and_d1_m_en_s1on_s. _________ --, rlf//.-• ;.' "' ,_,,,. ·~ .. - 2. Sprin Ider ldantificaticr, Nlmber ssu SSP R3625 R.'3615 R3622 R3612 R3623 R3613 R3621 R3611 R3624 A3614 R3674 R3675 A3672 Conventional Sprinkler ldenffllcaUon Number (SIN) R3615 R3612 A3613 R3611 A3614 Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size "K" Factor Sprinkler Height (1J us 12· ½•NPT(R½) 6.62 15mm ½•NPT(R½) 5.62 LPC Approval IS Pen dent only. ~~ r <ti ~ ~ ; Vertical Sidewall Orientation Uorlaht Pendent Metric 81.0 2r(56nm) 81.0 2r(56mn) Deflector to Celling Dlmenalon (Min. • Max.) 4• -1~ t102mm • 305mml Er"-1 ~ (152mm-305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: i<" Faotor Nominal Thread Sprinkler Length Orifice Size us Metric W(15mm) ½•NPT(R½) 6.62 81.0 2.63" (67mm) NOTE: UL and ULC Listing permits use wllh f 1 or F2 recessed escutdleon. Horizontal Sidewall 3. Ap~oval Organization• Sprinkler Identification Number (SIN) 1,2.3.6.8 4 (1) R3685 ~~ I S~kler ldentif tion Num- ~ ~~':I ber (SIN) 1,2.3,5,8 1,2,5,8 R3635 • Installation Quick response sprinklers are intended fa' i~tallation as specified in NFPA 13. Quick respoose s~klers and standard r8Sp(X"lse sprinklers should not be intermixed. The Model F1 FR Recessed Quick Respoose Sprinklers are to be installed as sro.vn. The Model F1 or F2 Escutch-eons illustrated are the ool_y r~ escutcheons to be used with the Model F1 FR Sprinklers. The use cl any other recessedescutch eonwmvoidallapprCNalsandnegateal warranties. Whan in stalling Model F1 FR Sprinklers, use the Model D Sprinkler Wrench. 'Nhen installing Model F1 FR Recessed Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Use the fv1odel RC1 Wrench for installing F1FR Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. Approval Organizations 1. Underwriters Laboratories, Inc. 2. Underwriters' Laboratories of Canada 3. FactO!Y Mutual Research Corporation 4. Loss Prevention Council S. NYC BS&A No. 587-75-sA 6. Meets MJL-S-901C and MIL-STD 167-1 7. Verband der Schadenversicherer 8. NYC MEA 258-93-E UU Listing Catego,y ~rinklers, Automatic & Open Quick Response Sprinkler UU Guide Number VNIV Temperature Ratings SJxi,lder Max.AITDant Classfficatian T emD ~ature ac . "F T~ Ordinary 51 135 100,:(~ Ordinary EB 155 100,:(SB'Q Intermediate 79 175 150"f(OO'Q lntermfdlate $ 200 150'1= (6e'Q Hlgh<1 141 2.86 225,= ( 107'Q <1) Not avaflable for recessed sprink&'s. Escutcheon Data .,.. Esatara ~ ~ MxM Oin&n&a1 1,2,4 ¾ .. ~-F1 (19mm) (19mm) 1,2,3,4,5, 7,8 }: 1" F2 (13mml (25mm) Bub 0D' Qange Red YebN Green Blue FmidfilrQb ~aWal OiTilm1 ,<,"·'f," (5mn-24n'm) 1<,"-'X," tsiiTm -24rrml Maintenance The Models F1FR and F1FR A8C8SSed Sprinklers should be inspected quarterfy and the sprinkler system maintained il accordance with NFPA 25. D:> na clean sprinklers with soap and water, amrna,ia or any other cleaning ffu ids. Re move dust by LSing a soft brush <Xgen- Ue vacuuming. Remove any sprinkler which has been painted (other than factay appUed) a dama~ i, ~ way. A stock cl spare sprinklers should be mcuntained to allow quick replacemerit ci damaged or operated sprin- klers. Prior to irsallation, sprinklers should be maintained in the 9riginal cartoos and packaging until used to mini-I mize the potential fer damage to sprinklers that would cause inproper operatoo or noo-operatioo. SprinkJerTy~ Standard Upnght Standard Pendent Cawentional Sidewall (Vertical, HaizontaJ HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Fanishes '1> C&> StaldardFllishas EsaJt:heon Bronze Brass Chrome Plated Chrome Plated Whlte Polyester Coated White Painted Brfght Brass Black Plated BlackPafnt OffWhlte Satin Chrome ~ Bright Brass Black Plated Blad( Paint OffWhlte SatfnCtvome (1) Other tln lshes and col ors are avall able oo spe cialor der. Consult the factcry for delaJa. C"-' FM Approval ls llm Jted ID bronze and brass, chrome or black plated finJshes only. Ordering Information ~ecify: 1. Spnnkler Model 2. Si:)rinkler Type 3. Orifice Size 4. Deflector T~ 5. Te~rature Rating 6. Sprinkler Fanish 7. Escutcheoo IYPQ wh r·cab1 ) a. Escutcheon Finish ( ere app I e . Note: When Model F1 FR Recessed spnnkfers are ordered, the sprinklers and escutcheoos are packaged separately. llh the lateet •dnentStandardaof theNalfonaf AePro18ctionAlaocf a tian.Fac ay MutualReaearch The equlp_mentpre aen~ In thlabuf le ~tot>;~~~~ ~g:=~•mmenJcodeaa,o,dlnanceswhen fNel appicabla. Corporation, or other am• Iara, ganlza an AIied and •w:ea by the moathlghlyquaU&ed and rep u Ill- Prod uctsmanufacturedanddiatri>utedbhy~::~=~c!;~!~~:::':•80~•andare~ be aprin kJer con tractors lo ca1ed ttvoug OU Manutacued by Reliab l~ The Relable Automadc ~Co., h:. (800)431-1588 i~=J www.~.com Sales Offices Sales Fax Colpaate Offices Internet Address Roviliarl Ines hdicala updared or new dala PJNl88il81'0QZ7