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Home My WebLink About2618 PIRINEOS WAY; ; AS020116; Permit11/20/25, 3:57 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about:blank Fees ($) 570 AS020116 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS020116 2618 PIRINEOS WY Status: SPRINK Applied Approved: 0 Issued: Inspector: PIRINEOS POINTE APARTMENTS Add'I Fees($) 0 Owner: Total($) 570 PENDING 8/12/2002 Balance($) 0 1/1 AUG 09 2002 10:40AM HP LASERJET 3200 p.2 ~F1/))lcz-- CARLSBAD l'IRE PROTERCTION SER~~S Permit Submittal Form ~,, .J-,, 11-/}5{) ,J {); / &, A. Check or fill in pertinent information for type of permit you ar~:u"'~ng. AS -Automatic Sprinklers J Commercial K Residential b_ CL....,i!,,i,{(X)':;,-;. ·-fi.-'Y-•~"---t--\..-.. -.:;:::;-rl ~ Number of Heads per System: J--, System# _J_ Heads 'ti System# __ Heads_ 110 System# _L Heads ~ System# __ Heads_ / JO System#~ Heads 5-fi" System# __ Heads~ _ O ~· ~-{-1 IJ .o Underground included for approval Underground included for reference only FA -Fire Alarm 10 Devices or less Over 10 devices # of devices FS -Fixed Systems (Circle One) I Total Fees --- Hood & Duct, Halon, Special Chemical Agent, Standpipe, Total Fees __ _ Spray Booth, or Appliance. There may be an additional fee of$5S.00 per½ for Failed Inspections. B. Name of Project: ftg ri>lt£Q..5 foln "T ,(i...,,,,;cf-- C. Address of job site: /2;?rAl$o..f ,,4va-Suite JJ,/4 _ 1J Building Permit# CB__ 2 6f J/,./J · {l/3 0 / 3 J-5__ ~'ff 3 J .,.,.,er CJ; () / 3J. j s D. Contractor Information ~-Ji-"~--~~ -- Neme w. 5-r. I?. (ldaf,cra 5/d::; ~t,19 ;i;//co> tt/2 ) Address \., L\'l_ \ k,)(.? c 'u S • ~ ~ ~ a;. ~ t3 City, State, Zip S#"<'Y"'-+-e .e , c_A 5'1.o 7 1/(?l 1) Kind of License and number CI(., Phone l44 8, g8S 2. FAX 44 B 71 o '5 Do you currently have a Certificate of [nsurance on file with t.1le Fire Dept? Y or N Do you curre:rtly Mve a business lic,o,,e mi file -the hf Cadsbad? Y oar N Signalllre /'( Jt" / ll Date tf i /o 1. Permjt Submttal Fonn 02/19/2002 ~s tJ l""1 l'"1 A a=;;.: .. ,l ... D F. 11-·t ··,11·=1• :o IF:.-"•• It; LI L :c c: c:: P-• L c: u IL A ,--I 0 D"'-1 ,c-..::::> U---· [:) --J:;;;• "• :Ii. ---·3 Pirineos Avenue Carlsbad CA SL.lb irn :i t ·t: ed By· Western States Fire Protection 11421 Woodside Avenue Suite 1B Santee CA 92071 Desi911 Spec i fic:at ions Water Supply Information System Demand Density Dei;; i gn Ar· e;a: o. 100 0.00 111.00 psi@ 104.00 psi@ 0. 00 gpm 1617.00 gpm 48.40 psi @ 34.0 gpm T~t~l D~m~nd: 34-0 gpm Sy~t~m ~~f~ty f~ct~r= @ 48.■==1-c:> psi 62 .. 59 ii;::ii-si List of Fitting Abbreviations E~x;;;\mple.~ "E2TC" ::::: one CPVC 90 , two Code:Description A hLAF.:M ViC1 B ElUT"lTl..Y \N-1 C C:HEC~< 1..iA D E . F G :: Dl?Y CF'VC CF'~JC STL PIPE '30 45 GATE V V Code:DEscription H CPVC TR I CP'v'C Ell·H J CF''v'C COUP. I< L M N : COP CHI< COP t3ATE '-J COP 45 COP '30 STL T Bf.:CH, and cin-e CHEC:I< V1:!i Code:Description D: COP T RUN F' COP T Bl:;~Cl-1 Q STL 45 R: STL 90 S: STL T RUN T : STL T BF~C:H U: FLOW II\IDIC Code:Description V t,.J X :: y z 08-07-02 Page: . .I. ~~m~~ry ~f Spr~~k1~r ~nd H~~~ F1~~- Job No:94-1643 Pirineos Point Apart Bldgs 1-3 Design density: .10 Supplied flow and pressure is based on 48.40 psi available at supply ( 110.99 psi is actually available) Ref. PRESSURE Pt. Pt Pv Pn 1 2 12.03 12.05 ---------------------- 12.03 12.05 .~ ~ FLOW Factor Actual Minimum ======= ~===== -------------- 4.90 17.0 17.0 4.90 17.0 17.0 Percent Ref. Excess Pt. -----------------o.ox 1 0.0% 2 Cales By: Mark L. Hopwood Checked: 08-07-02 Page: 2 '• c,----~-,,........,.,.__,,,_ ____ ,, • r:-J_ •:=• 11.-.1' a::~•L r·i ci g:::::• y·· E:1' 1E5 'S Lil l"'-EE!' Su1.mrnc:11.·~·-y· Jc,b N•:::•~ '34-1643 Pil' ineos Point Apart Bldgs 1-3 Elev, REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N L O S S C A L C U L A T I O N S Velocity ft. POINT 9p11 psi psi psi psi POINT ft. Length fitting Length Total Pf/ft Dial C Flow fps 103.50 I {( 17,0 ({ t2.03 2.13 0.00 14,16A 103.50 3.75 El 10.00 13.75 0,155 0.874 150 17,0 9.1 103.50 2 (( 17.0 « 12.05 1.95 0.00 14.00 A1 1(13,50 6.54 21 6.00 12,54 0.155 0,874 150 17.0 9.1 85,50 4 '' 8. t >> 33.83 -0.46 o.oo 33.37 C 85.50 10.83 H 1.00 11,83 0,039 0.874 150 8. I 4.3 ti 35.50 4 « 8.1 « 33.83 0.83 0.00 34.66 C1 85.50 12.17 E2H 9.00 21.17 0.039 0.874 150 8.1 4.3 103.50 ti >> 4. i » 14,1& -0,14 0.00 14.00 Al 103.5(1 7.83 2H 2.00 9.83 0,014 0.874 150 4.7 .-, C' i-f.J i03. 50 A ii 21. 7 « 14.16 6.76 0.00 20.94 A3 103.50 22.67 2HI 5.00 27.67 0.244 0.874 150 21. 7 11.6 \\ 103.50 Al (( 12,3 (( 14.00 8.70 0.00 22.70 A2 103,50 86,33 10H2l 16.00 102.33 0,085 0.874 150 12.3 6.6 103,50 A2 " 6.1 » 22.70 -1.76 0.00 20.94 A3 103.50 65.42 3H 9.00 74.42 0,024 0.874 150 6.1 3.3 II 103.50 112 <{ 18,4 « 22. 70 4.98 4.12 31.80 85 94.00 18.67 E2H 9.00 27.67 0.180 0.874 150 18.4 9.8 103,50 A3 // 15,6 <( 20.94 3.65 4.12 28. 77 B 94.00 18,67 E2H 9.00 27.67 0.132 0.874 150 15.6 8,3 \\ 'H,00 B « 7.5 (( 28. 77 1.11 0.00 2'3,'33 81 94.00 16.45 2E2H 16.00 32.45 0,034 0.874 150 7.5 4.0 94.00 B « 8.1 « 28.77 0.76 3.69 33.37 C 85.50 13.54 21 6,00 19.54 0.039 0.874 150 8.1 4.3 94.00 81 « 2.5 « 29,93 0.2'3 0.00 30,26 B2 94.00 30.95 4E3H21 37.00 67,95 0.004 0.874 150 2.5 l. 3 94.00 Bl (( 5.1 « 29.93 0.36 0.00 30.90 B4 94.00 53,59 SH 5.00 58,59 0.016 O.B74 150 5, l 2.7 34.00 B2 .'I 2,5 {( 30.26 0.30 0.00 \\ 30,60 B3 'H,00 61.42 6Hl '3.00 70.42 0.004 0.874 150 2,5 1.3 34.00 83 (( 2.5 « 30.60 0.29 0.00 30.90 B4 94.00 30.95 4E3H2I 37.00 67.95 0.004 O.B74 150 2.5 1,3 94,00 84 // 7.5 « 30. '30 0.'31 0,00 31.80 B5 "34.0(1 10.45 2E2H l&.00 26.45 0.034 0,874 150 , ~ 4.0 \\ I, J 94.00 BS (( 25,g (\ 31.80 3.22 3.69 38.71 R1 85.50 a.so H 1.00 9.50 0.339 0.874 150 25.9 13.B 85,50 Cl '' 8.1 « 34.66 4.05 o, 0() 38.71 Rl 85.50 8l. 77 E9H2I 22.00 103.77 0,039 0.874 150 " . 4,3 \\ lid 85.50 Rt << 34.0 « 38.71 3.00 3.47 45,18 R2 77,50 8.00 CU3H 8.50 16.50 0,182 1.101 150 34.0 11.4 77.50 R2 « 34.0 « 45.18 o. 13 t. 30 46.62 Ul 74,50 8.00 N 5,00 13,000.010 1.985 150 34.0 3,5 72.00 SRC » 34. 0 » 48.40 -0.04 -1.30 47.06 UJ 75.00 38.00 4E2CG 102.00 140.00 0.000 4,240 150 34.0 O.B 74.50 Ul (( 34.0 « 46,62 0.60 0.22 47.44 U2 74.00 65,00 2EH 23.00 88,00 0.007 2,157 150 34.0 3.0 74.00 U2 « 34.0 « 47.44 0.05 -0,43 47.06 U3 75,00 177.00 EF 35.00 212.00 0.000 4.240 150 34.0 0.8 ~3lcs Bv~ Mark L. Hopwood Checked~---- Path Summary Printout for Pirineos Point Apart Bldgs 1-3 Job No~94-1643 08-07-02 System:1 Drawing:Fl -F3 P~th N~~1 R~m~t~ t~ S~pp1y Principal path Feeds Path:2 at Pt:Al , Path:3 at Pt:A2, Path:4 at Pt:95, Path:6 at Pt:Rl Ref Elev, Pt, ft, Pressure (psi) K flow Pt Pv Pn Factor Added 1 103.5 12.03 12,03 4,90 A 103.5 14. H, 14, 16 Al 103.5 14.00 14.00 A2 103.5 22.70 22.70 85 '34,00 31.80 31.80 Rl B5.50 38,71 38.71 R2 77.50 45.18 45,18 U1 74,50 4G.G2 46,62 U2 74.00 47.44 47.44 U3 75.00 47.06 47.06 SRC 72.00 48.40 l•.•.A!t,.,,._ r-::::• -2~ ·t ft··-. N ■=• : :2 red by path No.1 17,0 -21.7 17.0 6.1 7.5 8.1 Ref Elev. Pt. ft. Pressure (psi) K flov Pt Pv Pn factor Added (gpm) Yeloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Su11ary length Length per.ft Total Psi (ft,) Press Pt. (C=150) 17.0 9.07 0.874 3.75 El 10.00 13.75 0.155 2. 13 14. IE. A -4.7 2.52 0.874 7.83 2H 2.00 9,83 0.014 -0.14 14.00 Al 12,3 E..55 0.874 8£.,33 10H2I IG,00 102.33 0,085 8.70 22,70 A2 18.4 9.83 0.874 18,67 E2H 9.00 27.67 0,180 4.98 4,12 ( 9.50 )31.80 B5 25.9 13,84 0.874 8,50 H 1.00 '3,50 0.33'3 3.22 3,6'3 C 8.50 )38.71 Rl 34.0 11,431.101 8,00 CU3H 8.50 16.50 0,182 3,00 3,47 ( 8.00 )45.1B R2 34.0 3.52 1.'~85 8.00 K 5,00 13.00 0,010 0, 13 1,30 ( 3,00 )46,62 U1 34.0 2.98 2,157 65,00 2EH 23,00 8B.00 0,007 0.60 0.22 ( 0.50 )47.44 U2 34.0 0.77 4.240 177.00 EF 35.00 212. QO 0.000 0.05 -0,43 (-1.00 )47.06 U3 34.0 0.77 4.240 38.00 4E2C6 102.00 140.00 0.000 0,04 1.30 ( 3,00 )48,40 ,sRC AAA.AAA (gpml Veloc Diaa. Actual Fitting Fitting Total frict.Loss Elev, loss Next Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft.) Press Pt. 2 103.5 12.05 Al 103.5 14,00 12.05 4,90 17.0 17.0 9.07 0.874 6.54 21 CC=150) G,00 12.54 0,155 1,95 14,00 Al F· .a t t-·u r,,.B ■::-..:• :::: :3 fed by path No.I Ref Elev, Pt. ft. Pressure (psi) K Flov Pt Pv Pn factor Added A 103.5 14.16 14.16 A3 103.S 20.94 20.94 -15.6 A2 103.5 22.70 .~A."i.A.~-.. (gpml Velo•: Diam. Actual Fitting Fitting Tohl Frid.loss Elev. Loss Next Ref Total fps in, Length Summary Length length per.ft. Total Psi (ft.) Press Pt. <C=l~O) 21.7 11.59 0,874 22.67 2HI 5.00 27,67 0,244 6.76 20.'H A3 6.1 3,280.874 65.42 9H 9.00 74.42 0.024 1,76 22.70 A2 .hAAl,>..t.. Cales By:Mark L. Hopwood Checked By: ____ Page: P-01 S~r=*31004G* Hyperc~lc Program by Crowley Design Group, (215)-337-7060 Path Summar·y PYir1tout J c1b l\io ~ 94·-·· 1643 for Pirineos Point ApaYt Bldgs 1-3 IF::" -t:":31. 1:~: 1"7 N •::.~• :::: N::::a- F ed by path No.! Feeds Path:5 at Pt:B4 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added 08-07-02 System:1 DYawing:Fl -F3 (gpol Veloc Diam, Actual Fitting Fitting Total Friel.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (fl.) Press Pt. ------------------------------------=----===---=======================================================================--====-- A3 103.5 20.94 20. 94 B 94. 00 28. 77 28.77 -8.1 81 94.oo n ss 2'3, 93 -5.1 B2 94. 00 30, 21:, 30.26 B3 94.00 30.60 30.60 B4 94.00 30.90 30.90 5, l 85 94, 00 31. 80 .,,.,, ...... ,. F·=n -CJi. ··lt:;: n·····~ 5-...,.s ~:::::11 :::: ~5 Fed by path No.4 Ref Elev, Pt. ft. Pressure (psi .i K Flow Pt Pv Pn Factor Added 81 94.00 2'J. 93 84 'J4. 00 30. 90 2r;.n n::::" -1.=ti. ·ii:; U--h r .... D 11:=n = 15, Fed by path No. i Feeds Path:7 at Pt:C , Path:8 at Pt:CI (C=150) 15. o 8.31 0.874 18.o7 E2H 9.00 27,1:,7 0.132 3,1:,5 4.12 ( 'l,50 )28.77 B 7.5 4.01 0.874 16.45 2E2H 16.00 32.45 0,034 l. 11 29.93 Bl 2.5 1.31 0.874 30. 95 4E3H2 l 37.00 67.95 0.004 0.29 30.26 82 2.5 1.31 0.874 61.42 6Hl 9.00 70.42 0.004 0.30 30.60 B3 2.5 1.31 0.874 30,95 4E3H21 37.00 67.95 0.004 0.29 30.90 84 7.5 4,010.874 10,45 2E2H 16.00 26.45 0.034 0.91 31.80 B5 AA!,AAA (gpml Veloc Diam. Actual Fitting Fitting Total Friel.Loss Elev. Loss Next Ref Total fps in. Length Suoma1y Length Length per. ft Total Psi (ft.) Press Pt. 5.1 2.70 0.874 53.5'! 5H (C=l50) 5.00 58,59 0,011:, 0.96 30.90 B4 Ref fle,. Pressure (psi) K Flow (gpo) Veloc Diao. Actual fitting Fitting Total Frict.Loss Elev, Loss Ne,t Ref Pt. ft. Pt Pv Pn Factor Added Total fps in, Length SuHary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) 8 94.00 28. 77 28. 77 8.1 4.30 0.874 13,54 2! 6.00 19.54 0.039 0.76 3.69 ( 8.50 )33.37 C C 85.50 33.37 33,37 8.1 4.30 0.874 10.83 H 1.00 11.83 0.039 0.46 33.83 4 4 85.50 33.83 33,83 8. l 4.30 0.874 l2.17E2H 9.00 21.17 0.039 0.83 34.66 Cl Cl 85.50 34.66 34,1:,1:, 8, I 4.30 0.874 81,77 E9H2! 22,00 103.77 0.039 4.05 38. 71 RI RI 85.50 38.71 AAA AAA /\AAA/-. Cales By:MaYk L. Hopwood Checked By: ____ Page: P-02 Ser:~·310046* 1~ypercalc PYog~am by Crowley Design Group~ (215)-337-7060 Pat~ Summary Printout Job No:: ':34·-·1643 r~::, -c::.-:ii. t h N •=• :: ·7 Fed by path No.6 Ref Elev, Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added 85.50 33.37 85.50 33.37 33~37 r..:::• .,,='L ·t t, N •:=,t ::: ~3 Fed b1 path No.6 Ref Elev. Pt. ft. Pressure (psii K Flow Pt Pv Pn Factor Added 5 85.5(1 34.66 34,66 6 85,50 34,66 34.6& Cl 85,50 34.66 AA/,.,lt/, Pi·r ine,:,f.,. Point 08·-·07 ·-02 ?\part Bl dgs System:1 1·-3 Dr·c.-1.•,.iing: Fl -F3 (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::150) 0.874 1. 33 H 1.00 2.33 33.37 C (gpml ~eloc Diam. Actual Fitting Fitting Total Frict,Loss Elev. Loss Next Ref Total fps in, Length Sumaary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) 0.874 12, 1i H 1.0-0 13. 17 34.66 6 0,874 2,08 I 3.00 5.08 34.66 Cl A.'i.Al·.Al-. C~lcs By:Mark L. Hopwood Checked By~----Page: P-03 s~rn*310046* Hyperc~lc Program by Crowley Design Group, C215)-337-70GO 136,0 - 128.0 - 120.0 - 112.0. I* 104.0 - %.0 * - 88,0 - 80.0 I 72.0 - 64.0 - 56.0 I - 48.0_. 48,4 @ 34) 40,0 - 32,0 * - 24.0 - 16.0 - n-f'; O,IJ - 0.0 --..111..!'.....,A.-.I\: , -1\r"\rA.l\,"v-► "'r-..11t-A11r,,.,11,,I\-• .._.~.-.-1\t.,,i\i-...,""'l\t-~ r 'ltil\,-'lt~"'-.rii.i;,-""'~ .... 'k t ... ""~'-._"'·"""'"""._...,,..._.,,_, "'.,.,~l\l'~"' ... 1tr.1Ptt..,.,.,.,_..,,,.,_. t ._.,.,.....,,11,,_1'4'..,,,,A""._.._,..,,,_...,111,..,,.., 1111,r11w-._111._"...,..,,..>."'"'J\o'-"'._~~"" I .f t ~ l f .f J 0 1600 2400 3200 a::::. :ii. ·ir···· j_ »-··· e• -~:=• ·s. n:=:" :i. ••• -::i U-71 ,e ■:::a t=. ... c:.: .,.;,1t. ·1•· .. ] .. "!iii,.i-t:, -r.:.~ c:I 4000 4800 5600 Pr-essLlY"e vs. :L 11. 00 Fl,:,w o.oo l04.00 (i 1617.(10 7202.40 6400 B1dg-s ?-:!!, .,,_.., !fa ..... l L.11. E:!' c::?~ J~b N~mb~r=94-1643 •CJt E;:j ........ ,;:::;. -7 --1Cl1 :::2 7200 1 ·-· ::-3 l ·······-· .. -·.-----······"· .. --·--·---·---..... _.,_ ------------.. -- 1 -~ 0 c..\.\~N. Cl~ __________________4":_-IJ_fpA...~ __ t:.,~~ LJ M A V I C . -· ...... V :D F<:: A LJ L C:ALC:LJLA'"l-I O N S B1 clgs. ::t-3 Pirineos Avenue Carlsbad CA SLtb irn :i. t: t iec:I By Western States Fire Protection 11421 Woodside Avenue Suite 18 Santee CA 92071 Design Specifications Den'a:ii ty : Desit1n Area: o. 100 o.oo Water Supply Information 111.()(i pfai@ 104.00 pst@ 0.00 gpm 1617.00 gpm Syst1;:?m Demand 76.05 psi @ 70.6 gpm T~ta1 D~m~~ci= 70-6 gpm Sy~t~m ~~f~ty f~ct~r= @ 76 .. C>=ii ps.i 34--"3:2 ps. i List of Fitting Abbreviations E:,;,3.mple: "E2TC" a::: c,ne CPVC 90 ~ tw,:, Code:Description Code:Description A ALARM VA H: CPVC TR B: BUTTFLY VA I : CPVC BHT C CHECK VA J: CPVC COUP. D DRY PIPE V K COP CHK E CPVC 90 L. COP GATE V F CPVC 45 M: COP 45 G STL GATE V N: COP 90 STL T BRCH, and one Code:Description 0: COP T RUN P COP T BRCH Q: STL 45 R STL 90 S: STL T RUN T STL T BRCH U: FLOW INDIC CHECI< VA Code:Description V w X : y z Calc5 By: Mark L. Hopwood Checked: ___ 08-07-02 Page: 1 ,,,_ ........ ~-1,·,,-, .. u:: ..... u_,.,.,.,,..,-.. 1,-i::i-.-,-,,.,.,..~m bv Crowlav !)ttsion G't"ouo. (215)-:337-·7060 s~mm=ry =f Spr~nkl=r -nci H=== Fl=~= Job No:94-1543 Pirineos Point Apart Bldgs 1-3 Design density: .10 Supplied flow and pressure is based on 76g05 psi available at supply F:ef. F't. 3 4 5 C 110.98 psi is actually available) PF:ESSUF,E Pt Pv 13.26 11. 13 7.04 8 .. 6:~ Pn ====== 13 .. 26 11. 13 7.04 8.53 ft 5 .. 52 5N62 5.62 5 .. b:2 FLOW Actual Minimum ====:::== ====·=:== :20. 5 14.9 18.7 14.9 14.8 14.9 15.5 14.9 Per,:ent 1,:e f. Excess Pt. ------·-··--··- 37.6% ~ ,, 25 .. 5% 4 ·-0. 7%. I:::' ,., 10.7%. 5 ........... , .. F=-:1. •=• ll,.n,,I' .and F·.....-es-'5'.:5-LILY-~= SL11.irn•·n.ar y Job 1\1,::. ~ 94·-1 E,43 F'itineos Poin-t 1'.\par-t Bl dgi='> •l r"'II .L -·.:, Elev. REF. Flow Pt Pf Pe Pt REF. Elev. F R I C T I O N l O S S C A L C U L A T I O N S Velocity ft. POINT gpll psi psi psi psi POINT ft. length Fitting Length Total Pf/ft Diam C Flow fps 85.50 3 ({ 20. 5 « 13,26 0.51 0.00 13. 77 C 85.50 1.33 H 1.00 2.33 0.218 0.874 150 20.5 10. 'J 85.50 4 {( 20. 7 « 11.13 2.64 0.00 13,77 C as.so 10.83 H 1.00 11.83 0.223 0.874 150 20.7 11.0 85.50 4 }} 2.0 }} 11. 13 -0.06 0.00 11.07 Cl BS.SO 12.17 E2H '3.00 21.17 0,003 0,874 150 2.0 1.0 85.50 5 « 14. 8 « 7.04 1.59 0.00 8.63 6 as.so 12.17 H 1.00 13.17 0.121 0,874 150 14.B 7, '3 85.50 6 (( 31. 4 « 8.63 2.45 0.00 1 I. 07 Cl as.so 2.08 I 3.00 5.08 0.482 0.874 150 31.4 16.7 103.50 A I' \\ 8, 7 (( 28.81 0.44 0.00 29,26 Al 103.50 7.83 2H 2.00 9.83 0,044 0.874 150 8.7 4.6 103,50 A )> a. 1 » 28.81 -1.23 0.00 27. 57 A3 103,50 22,67 2HI 5.00 27.67 0,044 0.874 150 8.7 4.6 103.50 Al « 8. 7 « 29.26 4.55 0.00 33.81 A2 103.50 86, 33 10H2I 16.00 102.33 0.044 0.874 150 8.7 4.6 103.50 A2 >> 12, 2 )} 33.81 -6.24 0.00 27,57 A3 103,50 65,42 9H 9,00 74.42 0.084 0.874 150 12.2 6.5 103.50 A2 (( 20.8 ({ 33.81 6.26 4.12 44.1B BS 94,00 18.67 E2H 9.00 27,67 0.226 0,874 150 20.8 11.1 103,50 A3 » 20. 8 }} 27. 57 -6.26 4.12 25. 44 B 94.00 18.67 E2H 9,00 27.67 0.226 O.B74 150 20.8 11. 1 94.00 B « 20,3 « 25.44 6.99 0.00 32.Gl Bl 94.00 16.45 2E2H 16.00 32.45 0.215 0.874 150 20.3 10,B 94.00 B " 41.1 )) 25.44 -15.55 3.69 13,77 C 85.50 13.54 21 6.00 19,54 0.796 0.874 150 41. t 21. 9 Ii 94.00 Bl « 6. 9 « 32.61 1.97 0.00 34.53 B2 94.00 30,95 4E3H21 37.00 67,95 0.029 0.874 150 6,9 3.7 94,00 Bl « 13.4 « 32.61 5.88 0.00 38.49 B4 'H.00 53.59 SH 5.00 58.59 0.100 0.874 150 13,4 7.2 94.00 B2 « 6, 9 {( 34.53 2.04 0.00 36,52 B3 94,00 61,42 6HI 9.00 70.42 0.029 0.874 150 6.9 3.7 94,00 B3 (( 6, 9 « 36.52 1.97 0.00 38.49 84 94,00 30,95 4E3H21 37.00 67.'35 0.029 o. 874 150 6.9 3,7 'KOO B4 {{ 20.3 « 38.49 5,70 0.00 44.18 B5 94.00 10.45 2E2H 16.00 26.45 0.215 0.874 150 20,3 10.8 '34.00 85 « 41. 1 (( 44, 18 7.56 3,69 55,43 RI 85,50 a.so H LOO 9.50 0.796 0.874 150 41.1 21. 9 B5.50 Cl (( 29. 4 « 11.07 44.36 0.(10 55,43 Rl as.so 81,77 E9H21 22.00 103,77 0.427 0,874 150 29.4 15.7 85.50 R1 {{ 70. 6 « 55.43 11. 56 3.47 70.47 R2 77 .so B.00 CU3H 8.50 16.50 0.701 1.101 150 70.6 23,7 77,50 R2 << 70.6 « 70,47 0.52 1.30 72. 28 U1 74.50 8.00 N 5.00 13.00 0.040 1,985 150 70.6 7.3 72.00 SRC }) 70.6 » 76.05 -0.14 -1.30 74.61 U3 75.00 38.00 4E2C8 102.00 140.00 0,001 4.240 150 70.6 1.6 74.50 Ut « 70, 6 « 72.28 2,33 0.22 74.83 U2 74.00 65,00 ZEH 23,00 88.00 0.027 2,157 150 70.6 6.2 74.00 U2 <{ 70. 6 « 74.83 0.21 -0.43 74.61 U3 75.00 t 77.00 EF 35,00 212.00 0,001 4,240 150 70.6 1.6 Cales By: Mayk L. Hopwood Checked: ____ 08-07-02 Page: 3 Path Summary Printout Job r\l,:,: '34-1643 for Pi-rine,:,s Point 08·--07-·0::2 Apaxt Bl dgs System:1 1 ••-·3 Drawing:F1 -F3 P~th N~:1 R~m~t~ t~ S~pply Principal path Feeds Path:2 at Pt:A1 , Path:3 at Pt:A2 , Path:4 at Pt:B5, Path:6 at Pt:R1 Ref Elev. Pt. ft. Pressure (psi) K Flaw Pt Pv Pn Factor Added 103,5 28.Bt 28.81 A 103.5 28.81 28.81 Al 103.5 2'3.26 2'3.26 A2 103. 5 33. Bl 33,81 B5 94.00 44.18 44.18 Rl 85.50 55.43 55.43 R2 77.50 70.47 70.47 U! 74.50 72.28 72.28 U2 74.00 74.83 74.83 U3 75.00 74.61 74.61 SRC 72. 00 76. 05 AA/\A/\ F" -2::7\. t h N C• :: ::;-::". Fed by path No,1 8.7 12.2 20,3 29.4 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added 2 i03. 5 23. 26 Al 103. 5 29. 26 23.26 F" .a t h t,..-11 c:• ::: :3 Fed by path No, 1 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added A 103.5 28.81 28.81 A3 103.5 27.57 27.57 20.8 A2 103.5 33.Bi 1-,.r.,./~AA (gpm) Velac Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Su111ary Length Length per, ft Total Psi (ft. l Press Pt. (C=150) 0,874 3.75 EI 10.00 13.75 28.81 A 8.7 4.61 0.874 7.83 2H 2.00 9.83 0.044 0.44 29,26 Al 8.7 4.61 0,874 86.33 IOH2I 16.00 102.33 0.044 4.55 33.81 A2 20.8 11.12 0.874 18.67 E2H 9.00 27.67 0.226 6.26 4,12 ( 9.50 )44.18 B5 41.1 21.94 0.874 8,50 H 1.00 9.50 0.7% 7. 56 3.69 ( a.so )55.43 Rl 70.6 23.71 1.101 8.00 CU3H 8.50 16.50 0.701 11.56 3.47 I 8.00 >70.47 R2 70.6 7.2'3 1.985 8.00 N 5,(l(l 13.00 0.040 0,52 1.30 ( 3.00 )72.28 U1 70. 6 6.18 2. 157 65.00 2EH 23.(10 88.00 0.027 2.33 0.22 I 0,50 )74.83 LI2 70.6 1.60 4.240 177.00 EF 35.00 212,00 0.001 0.21 -0.43 (-1.00 )74.61 U3 70.6 1.60 4.240 38.00 4E2CG 102.00 140.00 0.001 0.14 1.30 ( 3.00 )76.05 SRC AA ..... AA"'- (gpml Velac Diaa. Actual fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Su1111ary Length Length per, ft Total Psi (ft.) Press Pt. 0. 874 6, 54 21 fi.00 12.54 29. 26 Al /1.AAAAA (gpmi Veloc Diaa. Actual Fitting Fitting Total Frict.Loss Elev, Loss Next Ref 1otal fps in. Length Summary Length Length per. ft 1otal Psi (ft,} Press Pt. (C=150l -8.7 4.61 0.874 22.67 2HI 5.00 27.67 0.044 -1.23 27. 57 A3 12.2 6.50 O.B74 65.42 9H 9.00 74,42 0,0B4 fi. 24 33.81 A2 ,'-.AAAA.'-. Cales By:MaYk L. Hopwood Checked By: ____ Page: P-O1 SeY:*31OO46* Hypercalc Program by CYowley Design GYoup, (215)-337-7060 Path Summary Printout ,Job No: 94-1643 for Pirineos Point Apart Bldgs 1-3 u::-..:• ..=..a.'11. ·t: 1··11 D'-1 •=• :: ,a:=n-- red by path No,1 Feeds Path:5 at Pt:B4 Ref Elev, Pt. ft. Pressure (psi) K Flow Pt Pv Pn ractor Added AJ 103.5 27,57 27,57 B 94.00 25,44 25,44 41,1 Bl 94.(10 32.61 32.61 -13,4 B2 94.00 34.53 34.53 B3 94,00 36,52 3&,52 84 94.00 38.49 38,49 13,4 B5 94.00 44,18 AAAAA F"-c.:ii. t 1-"l N•=•:: ~5 red by path No,4 Ref Elev. Pt. ft. Pressure (psi) K flow Pt Pv Pn Factor Added Bl 94.00 32.61 B4 94.00 38.49 32.61 F" ... =a. ·-t l1-·7i t-,..R •=• ::: E. Fed by path N,), 1 Feeds Path:7 at Pt:C , Path:B at Pt:Cl 08-07-02 System:! Drawing:F1 -F3 (gpm) Veloc Diam. Actual Fitting Fitting Total Frict,Loss Elev, Loss Next Ref Total fps in. Length Su1mary Length Length per.ft Total Psi (ft,) Press Pt, CC=150) -20,8 11.12 0.874 18.67 E2H 9.00 27.67 0,226 -6.26 4,12 ( 9,50 }25.44 B 20.3 10,830.874 16,45 2E2H 16,00 32.45 0,215 6.99 32.61 Bl b.':I 3.66 0.874 30,95 4E3H21 37,00 67.95 0,029 1.'H 34.53 B2 6.9 3,66 0.874 61,42 6HI 9,00 70,42 0,029 2.04 36.52 B3 6.9 3.66 0.874 30.95 4E3H21 37,00 67.95 0,029 I. 97 38,49 84 20,310.83 0.874 10,45 2E2H 16.00 26.45 0,215 5.70 44.18 BS .A.~.t..AAAA (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft,) Press Pt. 13.4 7.1& 0,874 53.59 SH .lt.A/'.AAA (C=150) 5.00 58.59 0.100 5,88 38.49 84 ----------------=-----------------------------==-----==----------==--==========~-=========--==-. ---=----=====--=..;= Ref Elev, Pressure Cpsil 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 Length per.ft Total Psi (ft,) Press Pt. CC=150) B 94.00 25,44 25.44 -41,1 21.94 0.874 13.54 21 6.00 19.54 0.796 -15.5 3.69 ( 8.50 )13.77 C C B5.S(l 13,77 13,77 20.5 --20.7 11.04 0.874 10.83 H 1.00 11,830.223 -2.64 11.13 4 4 85,50 11,13 11. 13 5,62 18.7 -2.0 1.05 0,874 12.17 E.2H 9.00 21.17 0.003 :-0.06 11.07 Cl Cl 85.50 11.07 11,07 31.4 29.4 15.68 0.874 81.77 E9H21 22.00 103.77 0.427 44.36 55.43 RI Rt 85.50 55.43 ,-..,..AAAA AAAAA Cales By:Mark L. Hopwood Checked By: ____ Page: P-02 Ser~•31004G* Hypercalc Program by Crowley Design Group, (215)-337-7060 Patt1 Sum~aYy Printout .. .T ob Nc:i:: '';J4M-1 f.:..43 F-=· .i;;:;1t, ·t; D .. 71 N· .... 1 ll=R ::: ·-:;;:P' Fed by path tfo.6 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added F'iY-inei:is F'oint OEJ-M07-M02 Apcwt Bldgs System:1 (gpo) Veloc Diao. Actual Filling Filling Total Friel.Loss Elev. Loss Next Ref Tola! fps in. Length Summary Length Length per.ft Tola! Psi (fl.) Press Pt. (C=150l 3 85.50 13.26 13.26 5.62 20.5 20,5 10.91 0.874 1.33 H l.00 2.33 0.218 0.51 13.77 C C 85. 50 13. 77 f,AAAA F·-at h !Ne":: :B Fed by path No.6 Ref Elev. Pl. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added < 85.50 7.04 7.04 5.52 14.8 J 6 85.50 8.63 8.63 5.62 16.5 Cl 85.50 11.07 AAAAA A,\AAAA (gpm) Veloc Di••· Actual Filling Filling Total Friel.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.fl Tola! Psi (ft.) Press Pl. (C=150) 14.8 7.92 0.874 12.17 H 1.00 13.17 o. 121 1.59 8.63 6 31.4 16.73 0.874 2.08 1 3.00 5.08 0.482 2.45 11.07 Cl A-"·"-AAA Cales By:Mayk L. Hopwood Checked By: ____ Page: P-03 Ser:*310046* HypeYcalc PYogram by Crowley Design Group, (215)-337-7060 136.0 . - 128.0 - 120.0 - 112.0. :1 104.0 - %.0 f - 88.0 -* 80,0 -1 ( 76.0@ 71) ,. 72,0 - 64,0 - 56.0 I - 48,0 -* 40,0 - 32.0 * - 24.0 I - 16,0 -I 8.0 - o.o I -~~~~~1~~A~~-~~~A~~~~l~~~~A~~~~~l~~~~~A~~~~~l~~~~~~A~~~~~~~,~~~~~~~~~~~~~~~·~~~~~~~~A~~~~~~~~~l~~~~~~~~~A~~~~~~~~~ I I I I I I I I 0 1600 2400 3200 F· :i l"-:i 171 E:!' ·=· '!=5- F" :i. ·1r•-i n E:!' •=• s. C: ,.;;,."l .i .... :n.. "!i;."::i. b .ad 4000 4800 Pressure 111.00 104.00 0 5600 vs. F"l ,:,w 0. 00 1617.00 7202.40 6400 r=••=• i r·11 t Ap c."1 Y" t A,,e-rh 11.._11.e:, B1dg'!ES c:?!11 7200 :l. -3 . . I t ·-····-·-····-··········-····-·--··----·--·--·---·-g_~b .. ~te-J2. ____ . __ . ______ . __ .. ___ k~"L-._-~ta~--·----··---· ,-•t. -..::> ~.J 1·-1 t-1 A R "''II' C) F- 1-11 ·i.t,.,.. c:~ IF.:: A LJ •-I c: ;·-----· A L c: u L A -r-.1 D N s F. C::) F,. ... Bldg 4 PiYineos Avenue Carlsbad CA :E-i LIL b n11 :i. t ·t Ii=!' d By Western States Fira Protection 11421 Woodside Avenue Suite IB Santee CA 92071 Design Specifications Density D!~i:;;ign Area: 0.100 0.00 Water Supply Information 111.00 psi© 104.00 psi@ 0.00 gpm 1617.00 gpm System Demand 45.1i3 psi gpn11 @ 45., 65,. B:1. 34. 1 !JPm 18 ps.:i. p 1=i-:i 1\1,;:,ti:~s:;: __________________________ _ List of Fitting Abbreviations 1:::-;,::impli;,~: "E2TC" ""' one CP 1.JC '30 , two Code:Dascription Code~~asc~iption A ALARM VA H CPVC TR B BUTTFLY VA I CPVC BHT r CHECK VA J CPVC COUP. D DRY PIPE V K COP CHK E CPVC 90 L COP GATE V F CPVC 45 M COP 45 G: STL GATE V N: COP 90 STL T BRCH, and one Code:Description 0 CDP T RUN F' COP T BRCH Q STL 45 R STL 90 S: STL T RUN T STL T BRCH U FLOW INOIC CI-IECI< VA Cc,,je: Desc r i pt i,::,n V w " . X y : z . . Cales By: Mark L. Hopwood Checked: ___ _ 08-08-02 Page: 1 S~m~~ry ~f Spr~nk1~r ~nd Ho~~ F1~~~ Job No:94-1463 Pirineos Point Apart Bldg 4 Design density: .10 Supplied flow and pressure is based on 45.18 psi available at supply Ref. Pt. 1 ( 110.99 psi is actually available l PRESSURE Pt Pv 12.04 12.16 Pn 12.04 12-16 K Factor -------------- 4. 90 4. 90 FLOW Actual Minimum -------------------------- 17. 0 17.0 17. 1 17.0 Percent Ref. Excess Pt. -----------------o. 0% 1 0.6% ~ ~ Cales By: Mark L. Hopwood Checked: ____ 08-08-02 Page: 2 ~-~-~~t~n~~¥ ~,,nQvr~lr Prnoram bv Crowley Design Group, (215)-337-70~0 g:::-··· J_ ·=· lj,,._p .,;;;~11.H" .. il c:J IF:=• 11···· If..::,. ~::":::i--=-, Lil r-· 11:a !5 L_il. fllll flr\ •=ill. 11~·-:::.i,•· Job l\lo ~ ·:14 ··-1463 Pi1· ineos Foint Apart Bldg 4 Elev. REF. now ft Pf Pe Pt REF. Eiev. f R I C T I O N L D S S C A L C U L A T I O N S Velo,:ity ft. PCIIH gp111 psi psi psi psi POINT ft. Length Fitting length Total Pf/ft Dia• C Flow fps 103.50 I {{ 17,0 « 12,04 2,13 0,00 14.17 A 103.50 3. 75 EI 10.00 13.75 0,155 0,874 150 17,0 9.1 103.50 2 !I 17,1 (( 12.16 1,97 0,00 14,12 Al 103.50 fi.54 21 6.00 12.54 0.157 0.874 150 17.t 9,1 '\. \ 85.50 4 ''· 8.', » 32.3'3 -0,55 o.oo 31,84 C 85.50 10,63 H 1.00 11,830.047 0.874 150 8.9 4.7 // 85.50 4 « a. s « 32.39 0.99 0.00 33.38 Cl 85.50 12.17 E2H 9,00 21.17 0.047 O.B74 150 B.9 4.7 103,50 A }/ 2.3 )) 14,17 -0.04 0.00 14.12 Al 103.50 7.83 2H 2.00 9.83 0.004 0,874 150 2,3 1,2 103,50 A (( 19.3 {( 14.17 5.43 0.00 19.61 A3 103,50 22.67 2HI 5.00 27.67 0.196 0,874 150 19.3 10.3 103.50 Al {{ 14.8 « 14.12 5.79 0.00 19,91 A2 103.50 38.29 4H2l 10.00 48,290.120 0.874 150 14.8 7.9 103.50 A2 }} 4,0 }} 19.91 -0.29 0,00 19.f.i A3 103.50 23.42 3H 3.00 26,42 0,011 O.B74 150 4.0 2,2 103,50 A2 << 18.8 « 1"3, 91 5.1'3 4.12 2"3, 23 B1 94.00 18.67 E2H 9.00 27,670,188 0.874 150 18.8 10.0 103,50 A3 {( 15, 3 ({ 19. 61 3. 51 4.12 2i.23 B 94,00 1B.67 E2H 9,00 27.67 0.127 0.874 150 15.3 B.1 94.00 8 (( 6.4 « 27.23 1,99 o.oo 29,23 Bl 94.00 44,17 4E4HI 35.00 79.17 0.025 0.874 150 6.4 3.4 94.00 B {{ 8.9 « 27.23 0.91 3.69 31.84 C B5.50 13.54 21 6.00 19.54 0.047 0,B74 150 B,9 4.7 94,00 Bl ({ 25.2 « 29.23 3.05 3.69 35.97 Rl as.so 8.50 H 1.00 9,500,3210.874150 25.2 13.4 85,50 Cl ({ 8. 9 {{ 33.38 2.59 0.00 35.97 RI 85.50 39.29 E3H2I 16.00 55.29 0.047 0.874 150 8.9 4.7 85.50 P.! « 34.1 « 35.97 3.01 3.47 42.45 R2 77.50 9,00 CU3H 8.50 16.50 0,183 1,101 150 34,1 11.5 77.50 R2 (( 34.1 (( 42.45 0.24 1.30 43.99 iH 74.50 B,00 NP 15.00 23,00 0.010 1,9B5 150 34.1 3.5 72,00 SRC >> 34.1 }) 45.18 -0,04 -1.30 43.84 U3 75.00 39.00 4E2CG 102.00 140.00 0.000 4.240 150 34.1 0.8 74.50 Ul ({ 34. 1 « 43.99 0.01 0.22 44.22 U2 74.00 18.00 I 30.00 48,000.000 4.240 150 34.1 o.a 74,00 U2 (< 34.1 « 44.22 0.05 -0.43 43.84 U3 75.00 177,00 EF 30.00 207,000,000 4.240 150 34.1 0.8 Cal~s By: M~rk L. Hopwood Checked: ____ 08-08-02 Page; 3 ··--··-•••• •··· ,..,, __________ ,-1-.., i-•-.-.,,,._,_, nar.::-inn Av·r,11n. (·;:,i::i)·-:337--7050 Path Summary Printout for Pirineos Point Apart Bldg 4 Job No:94-1463 08-08-02 Syst~m:1 Prine ipal path Feeds Pathi2 at Pt:Al , Path:3 at Pt:A2 1 Path:4 at Pt:Bl, Path:5 at Pt:Rl Ref Elev. Pi' essur e (psi) K Flow (gpll) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev, Loss Next Ref Pt. ft. Pt Pv Pn Factc,r Added Total fps in. Length Su11ary length length per.ft Total Psi (ft,) Press Pt. --------------------------·~-----~-=---~===·--====-=----~~--=~;~-::;:~====:=========--------================•=~==;=~~==~;~~==~ 1 103.5 12.04 12.04 4.90 t].0 A 103,5 14.17 14.17 -19.3 Al 103,5 14.12 14.12 17.1 A2 103.5 19.91 19.91 4.0 Bl 94.00 29.23 29.23 6,4 P.1 B5.50 35,97 35.97 8.9 R2 77.50 42.45 42.45 Ul 74.50 43.99 43.99 U2 74.00 44,22 44.22 U3 75,00 43,84 43.84 SRC 72,00 45, 18 l':.Al\l\l~ F· .s..~ ·~::;: 1·-"i l"--1 •::::• ::: ::;;:: Fed by path No,1 Ref Elev. Pt, ft, Pressure (psi) K Flow Pt Pv Pn Factor Added (C=150) 17,0 9,06 0,874 3, 75 EI 10.00 13.75 0.155 2. 13 14.17 A H -2.3 1,23 O.B74 7.83 2H 2.00 9.83 0.004 -0.04 14.12 Al 14,8 7,89 0.8i4 38,29 4H2I 10,CO 48.29 0.120 5.79 19.91 A2 18.8 10.05 0.874 18.67 E2H 9.00 27,67 0.18B 5. 19 4.12 ( 9.50 )29,23 Bl 25.2 13.44 0.874 a.so H 1.00 9.50 0.321 3.05 3,69 ( B,50 )35.97 Rl 34.1 11.46 1,101 8,00 CU3H B,50 16,50 0.1B3 3,01 3.47 ( 8.00 )42,45 R2 34.1 3,53 1.985 8,00 NP 15.00 23.00 0.010 0.24 1,30 ( 3.00 )43,99 Ul 34.1· 0,77 4,240 18,00 I 30,00 48,00 0.000 0.01 0.22 ( 0.50 )44.22 U.2 :34, 1 0,77 4.240 177.00 EF 30.00 207,00 0.000 0,05 -0.43 (-1,00 )43.84 U3 "34.1 0,77 4,240 38.00 4E2CG 102.00 140.00 0.000 0.04 1.30 ( 3.00 )45,18 SRC .1-.A,:.,.&,,AA (gpm) Veloc Diam. Actual Fitting Fitting Total Frict,Loss Elev, Loss Next Ref Total fps in, Length Suuary Length length per.ft Total Psi (ft,) Press Pt. 2 103.5 12.16 Al 103.5 14.12 12.16 4.90 17.1 17,1 '3.12 0.874 6.54 2! (C=150} 6,00 12,54 0,157 1,97 14,12 A1 F" .,,:11 ... 11:; e--~ l'•,ll •::-~::• :: :::-.:..=::: Fed by path lfo.1 Ref Elev. Pt, ft. Pressure (psi) K Flow Pt Pv Pn Factor Added A i03.S 14.17 14.17 .... 103a5 13,61 19.&1 -15.3 H.l A2 103. 5 1'3, 91 AAA/,/. (gplili Veloc Diam. Actual Fitting Fitting Tutal Frid.Loss Eiev. loss Ne~t Ref Total fps in, Length Sua1ary Length length per.ft Total Psi (ft.) Press Pt. (C=l50) 13.3 10.30 0,874 22,67 2Hl 5.00 27.&7 o. 1% 5.43 19,61 ll3 4.0 2.1& 0.874 23.42 3H 3,00 26,42 0.011 0.29 19.91 A2 /,l•.,•"•··'··"l.•"· Cal~$ By:Mark L. Hopwood Checked By: ____ Page: P-01 Ser:*310046• Hypercalc Program by Crowley Design Group, (215)-337-7060 Path Summ~ry Pyintout ,Job ~·,lo: '34-14F.,3 for Pirineos Point Apart Bldg 4 F:• ct ·t; •··•··~ t•.J •::::• ::: ·4 fed by path No.1 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added A3 103.5 1'3,6i 1'3. 61 B 94,00 27.23 27.23 81 '34.00 2"3, 23 ."'i-A./1./-.J\ F" ..:::i.'11. -11:;;; M .. , t•.JI-:::• :: 5 Fed by path No,1 -B,9 08-08-02 System:1 Dr· awing : F :I. -F 3 (gpmi Veloc Dia1, Actual fitting fitting Total fri(t,Loss Elev. Lo~s Next Ref Total fps in, Length Su11ary Length Length per.ft Total Psi (ft.) Press Pt. 15,3 8. 14 0.8i4 18,67 E2H 6.4 3.39 0,874 44.17 4E4HI 9.00 35,00 (C=150l 27.67 0.127 3.51 4,12 ( 9,50 )27.23 B 79,17 0.025 1.99 29,23 Bl Feeds Path:6 at Pt:C , Path:7 at Pt:Cl Ref Elei'·, Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added r, "34. 00 27 ~ 23 27.23 ll C 85. 50 31. 84 31.84 ., B5,50 32.3'3 32.39 't C1 BS.SO 33.38 33.3B R! 85.50 35,97 A.'\!1..'1.i1. a::::• .a. ·t:;: t·•·M ........ ·==· ::: G Fed by path No.5 Ref Elev, Pt. ft. Pressure (psil K Flow Pt Pv Pn factor Added 3 85.50 31.84 C B5.50 31.84 AAAAA 31.84 F" .• :::-i. ·t;: 11··-"h 1r-..n •::::• :::: ·:, ... fed by path No,5 Ref Elev. Pt, ft. Pressure (psi) K flow Pt Pv Pn Factor Added C" 85.50 33.38 33.38 ,J 6 85.50 33.38 33,38 Cl 85.50 33.38 ,AAAJ1./1. (gpm) Veloc Diam. Actual ritting Fitting Total frict,Loss Elev. loss Next Ref Total fps in, Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) 8.'3 4,74 0.874 13.54 21 6,(10 B,54 0,047 0,91 3.69 ( B,50 j31.84 C B ,, • J 4,74 0.874 10.83 H 1.00 11,83 0.047 0,55 32.39 4 8.9 4,74 0.874 12,17 E2H '3.00 21.17 0.047 0.9'3 33,38 Cl 8.9 4,74 0,874 39,29 E3H21 16,00 55.29 0.047 2,59 35,97 Rl .-\_.\,.-,; . ..:.A.I\ (gpm) Veloc Diam, Adual Fitting fitting Total Frid.Loss Elev, Loss Ned Ref Total fps in. Length Su■aary Length Length per.ft Total Psi (ft,) Press Pt, (C=150j 0.874 1.33 H 1.00 2,33 31.84 C .ai.1-.AAAA (gp1) Veloc Diam. Actual Fitting Fitting Total Frict,Loss Elev. loss Neit Ref Total fps in, length Su11ary length Length per.ft Total Psi (ft.) Press Pt. (C=lSOl 0.874 12.17 H 1, 00 13.17 33.38 6 0.874 2,0B I 3.00 5.08 33.3B Cl AAA~~AA C~l~s By:Mark L. Hopwood Checked By: ____ Page: P-02 A~Y:*~1004&* Hvoercalc Proqram by Crowley Design Group, (215)-337-7060 136.(l_ 128.0_ 120.0_ 112.0. 104.0_ 96,0_ 80,0_ so.o_ 72.0 56.(i_ 48.0_ :.(45.2@ 34) 40.0_ 32,(i_ 24.0_ 16,(1_ a.o_ o.o_ t t f * ,.,,•"\.-~"II 1 11,tt,AI\;-~ I ..,_81-1\t-"-~~~"w I 'ltll\r,.,..l!i,.-ll:..~~l\·'li!"1t t i-.-i-.--1ts~'tr/~l\iol\rl\,R,r-llit I ,l\,~l\r~..,J~lt.'lf"°'v-."""'ra, 1 -..°"1rl\t.t,.'1r._.~°'.11t"'°l\<lll-llll .. .._. I "lrill>._,._~'wlw,.A.._~,._11_-._...,...,,_.,_ t .... -.~'11-l\l'll~«it"vAl'llll,,"'rl\r..,'ll"'l\rl\r l I l I • I: J t 0 1600 2400 3200 4000 4800 5600 Flow PressLtre vs. 111.00 104.00 (1.00 1617.00 0 72():2.40 6400 F=• ::i. ·•••"· ::ii.. u·····w 11;;,;;;i, ,c. ·!=:i- if::::-, j_ ir• •• j_ il'""'ll 1£'.r.a!' •:::=• ·!Ea• C: ..::::.=-. 1rr•• l.. '!:i::::i-b ,:::31. d Bl. t::lg ~:::.II .._.,,. ,e lrll Lil. E2' C:i~ J~b N~mb~r:94-1463 1C~S-C>B-C>2 7200 C"• ·= LI M M (4 g::;;;~ ·,,., (]l F" H ...... ,. D R . -A u L ::r c: C: A I. .... c: •J "--(-:::ii .,--X D ....... s f-7"" D F-. " Pirineos Avenue Carlsbad CA ---------------------=-----==================================~================== SLtb rn :it t E:!'d By Western States Fire Protection 11421 Woodside Avenue Suite 1B Santee CA 92071 Design Specifications Density D,:eis i gn r-1r e,a: 0 .. 100 0.00 Water Supply Information 1 :l 1 • 00 p~:; l @ 104. 00 pi~i @ 0.00 gpm 1617.00 gpm 5; :'.::,/ ·!::,;. t •f.S!• dTI S. -1:::.'¾. ""If Ea' t y,. l\kd; e!:;;: System Demand 60.~==;•3 psi @ G9. E, (Jpm --------------------------------------------- List of Fitting Abbreviations E~,;ample: "E2TC" :::: c,ne CPVC '30 , two Code:Description Code:Description A ALARM VA H CPVC TR B BUTTFLY VA I CPVC BHT C CHECK VA J: CPVC COUP. D DRY PIPE V K COP CHK E. CPVC 90 L: COP GATE V F CPVC 45 M COP 45 G. STL GATE V N: COP 90 STL T BRCH, and one Code:Description 0 CDP T RUN F' CDF' T BRCH Q STL 45 F' . STL '30 .. . s STL T RUN T : STL T BRCH u FLOW INDIC CHECI< VA C,:,de: Des,:...-ipt ion V w X y ..,, u i. • s~mm~YY ~f Spr~nk1~r ~nd H~s~ ~1~~~ Job No:94-1463 Pirineos Point Apart Bldg 4 Design density: .10 Supplied flow and pressure is based on G0.59 psi available at supply C 110.98 psi is actually available) Ref. F·r.;:ESSUF.:E K FLOW Per·,:ent Ref. Pt. 1::•t Pv Pn Fact,:,1·· Actual Minimum Excess Pt. ..... _ ....... -.. , .. ____ ... _ ..... _____ .......... ~ ... -.......... ::.-:====== ------======== --·-------·-·-·----··-·--------··-·----------,.., 12.00 12.(H) 5.62 1':.I. 5 14.9 30.9% 3 .::, 4 :1.0. '37 10. '37 ~),, f;2 18.6 14.9 24. B'Y. 4 4::::" i"" ()::~ 7.03 5.62 14. '3 14.9 0.0% 5 ,.J fi 8 .. 53 8. 63 5"62 16. 5 14. ':I 10.7% E, a::··· ]. ·=· ~ ...... -,.'::.•1.U1 ci F· ·r E=-s. s. 11....t -.J•• ir:? S11....tmn11.a.-r· y Jc,b No~ 94-· 14E,;J Pi·r ineos P,:,int Apart Bldg 4 Elev, REF. f1011 Pt Pf Pe Pt REF. Elev. r R I C T I O N L O S S C A L C U L A T I O N S Vel cu: i ty ft. POINT gpm psi psi psi psi POINT ft. Length r itt ing Length Total Pf/ft Diam C Flow fps 85.50 3 « 1'3,5 « 12.00 0.47 0.00 12.47 C as.so 1.33 H 1.00 2.33 0.201 0.874 150 1'3,S 10.4 BS.SO 4 « 15. 9 « 10.97 1.62 0.00 12.47 C 85.5(1 10.83 H 1.00 11.83 0.137 O.B74 150 15.9 B.5 85.50 4 << 2. 7 « 1(1, '37 0.11 0.00 11.08 Cl 85.5(1 12.17 E2H '3,00 21.17 0.005 0.874 150 2.7 1.4 BS.SO 5 // 14. 9 « 7.03 1. fiO 0.00 B,63 6 85.50 12.17 H 1.00 13.17 0.122 0.874 150 14.9 7.9 \\ 85.50 6 « 31.4 (( 8,63 2.45 0.00 11.08 Cl 85.50 2.08 I 3.00 5.08 0.483 0.874 150 31.4 Hi.8 103.50 A « 6.4 << 22.16 0.25 0.00 22.41 At 103.50 7.83 2H 2.00 9.83 0.025 0.874 150 6,4 3.4 103.50 A \\ 6.4 )) 22.16 -0. 70 0.00 21. 45 A3 103.50 22.67 2HI 5.00 27.67 0.025 0.874 150 6.4 3.4 ii 103.50 At « 6.4 « 22,41 1.22 0.00 23.63 A2 103.50 38.29 4H2I 10.00 48,29 0.025 0.874 150 6.4 3.4 103.50 A2 >> 12.l )) 23.63 -2.19 0.00 21. 45 A3 103.50 23.42 3H 3.00 26.42 0.083 0.874 150 12.1 6.5 103.50 A2 « lB.5 « 23.63 5.02 4.12 32.77 Bl 94.00 18.67 E2H 9.00 27.67 0.181 0.874 150 18.5 9.9 103.50 A3 » 18.5 )) 21.45 -5.02 4.12 20,58 B 94.00 18.67 E2H 9.00 27,670.181 0,874 150 18.5 9. '3 94.00 B ({ 16. 9 {{ 20.58 12.20 0.00 32.77 Bl 94.00 44.17 4E4HI 35.00 79.17 0.154 0,874 150 16.9 9.0 94.00 B )) 35.4 }) 20.58 -11. n 3.6"3 12.47 C 85.50 13,54 21 6,00 19,54 0.604 0.874 !SO 35.4 18.9 94.00 Bl {< 35.4 (( 32.77 5.73 3.69 42.20 Rl 85.50 a.so H LOO 9.50 0.604 0.874 150 35.4 18. '3 85.SO Cl t: { 34. 1 « 11.08 31. 11 0,00 42.20 RI 85,50 39.29 E3H2I 16.00 55.29 0.563 0.874 150 34.1 18.2 85.SO RI {< 69.6 « 42.20 11.2& 3.47 56.93 R2 77.50 8.00 CU3H 8.50 16,50 0.693 1,101 150 69.6 23. 4 77.SO R2 Fl 69.6 « 56.93 0.89 1.30 59.12 Ul 74.50 8.00 NP 15.00 23.00 0.039 1,985 ISO 6'3.6 7.2 \\ 72.00 SRC >> 69.fi » 60.59 -o. 13 -1. 30 59.15 U3 75.00 38.00 4E2CG 102,00 140.00 0.001 4.240 150 69.6 1.6 74.50 Ul << 6'3, 6 « 5'3.12 0.05 0.22 5'3. 3'3 U2 74.00 18.00 I 30.00 48,00 0.001 4.240 150 69.6 1.6 74.00 U2 « 69. 6 (( 59.39 0.20 -0.43 59.15 U3 75.00 177.00 Et 30.00 207.00 0.001 4.240 150 69.Ei 1. 6 .61-. r"'I. ,-. ,r-,. ,... ..... r-, _ _ -•-. ·-_ , .. -t for Pirineos Point Apart Bldg 4 Path Summary Printout J,:,b Ne,: 94--1463 08-08-02 System:1 Dr-awing:F1 -F3 P~th N~:1 R~m~t~ t~ S~pp1y Principal path Feeds Path:2 at Pt:A1 1 Path:3 at Pt:A2, Path:4 at Pt:Bl I Path:'5 at Pt:Rl Ref Elev. Pt. ft, Pressure (psi) K Flow (gpml Veloc Diam. Actual Fitting fitting Total frict.Loss Elev. Loss Next Ref Pt Pv Pn r ador Added Total fps in. Length Su11ary Length Length per. ft Total Psi {ft,) Press Pt. (Ca:150) 1 103.5 22,16 22.16 0.874 3.75 EI 10.00 13.75 22. lli A A 103. 5 22.16 22.16 6.4 6,4 3.40 0.874 7.B3 2H 2.00 9.B3 0.025 0,25 22.41 Al Al 103.5 22.41 22.41 6.4 3.40 0.874 38.29 4H21 10.00 48.29 0.025 1.22 23.63 A2 A2 103.5 23.63 23,63 12.1 18.5 9,87 O.B74 18.67 E2H 9.00 27.67 0,181 S.02 4.12 C 9,50 )32.77 Bl 81 94.00 32,77 32,77 16,'3 35,418.90 0.874 0.so H 1.00 9.SO 0,604 S,73 3.69 < a.so >42.20 RI Rl es.so 42.20 42.20 34.1 69,6 23.38 1,101 8.00 CUJH 8,50 16,SO 0.683 11.26 3.47 ( B.00 )56,93 R2 R2 77.50 56.93 56,93 6"}.6 7.19 1. '385 8,00 NP 15.00 23.00 0,039 0,89 1,3-0 ( 3,00 )59,12 U1 Ul 74.50 59.12 59. 12 69,6 l.SB 4,240 18.00 I 30.00 48,00 0.001 o.os 0,22 Co.so )59,39 U2 U2 74.00 59.39 59,39 69,6 1.58 4,240 177.00 EF 30.00 207,000.001 0.20 -0.43 (-1.00 )59.15 U3 U3 75.00 59.15 59,15 69.6 1,SB 4.240 3B,00 4E2CG 102.00 140,000.001 0,13 1,30 C 3.00 )60.59 SRC SRC 72.00 60.59 AA.AAA.A AAA/~A r=· -u::a t: n, r,...1 ·=· :::: :::-.:: Fed by path No.1 Ref Elev. Pressure (psi) K flow (gpm) Veloc Dia1. Actual fitting Fitting Total Frict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. length Su1mary Length Length per.ft Total Psi (ft,) Press Pt. =======================================================================================================~-===---=;~~--====---== 2 103,5 22.41 Al 103. 5 22. 41 22.41 r-=· -a ·-t ]t-71 ....... -:.-=a ::: ~'3 Fed by path No.1 Ref Elev. Pt. ft. Pressure (psi) K flow Pt Pv Pn factor Added (C=150) 0.874 6.54 21 6.00 12.54 22.41 Al Cgp■) Veloc Dial, Actual fitting Fitting Total frict.Loss Elev. Loss Ne~t Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft.) Press Pt. ====:==~~=====~====================================~=:===========================================--=====-==----=------=-------(C=150) A 103.5 22.16 22.16 -6.4 3.40 0.874 22.67 2HI 5.00 27,67 0.025 -0,70 21.45 A3 A3 103.5 21.45 21,45 18.5 12,1 6.47 0.874 23,42 3H 3,00 26.42 0,0B3 2. 19 23.63 A2 A2 103.5 23.63 .11\..1\AA."A _.,,,,,..,.,,,,. r~,~~ Rv~Mark L. Hoowood Checked By: ___ _ Page: P-01 Path Summary Printout ,Job l\lo: 94-146:3 for Pirineos Point Apart Bldg 4 1=· ... '=::1t 1::.: l·"'i s-..1 •=• :: .::..'"f. Fed by path No.1 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added A3 103,S 21.45 21.45 B 94.0D 20.58 20.58 35.4 81 94.00 32.77 !\AA.AA F=• .=:tL ·t: I··"• N •:::::• ::: !":5 Fed by path No.1 08-08-02 System:1 (gp11) Veloc Dia11. Ai:tual fitting fitting Total Frict.loss Elev. loss Next Ref Total fps in. length Summary Length Length per.ft Total Psi (ft.) Press Pt, CC=l50) -18.5 9.87 0.874 18.67 E2H 9,00 27,67 0,181 -5.02 4.12 ( 9.50 )20.58 B 16.9 9.03 0.874 44,17 4E4HI 35.00 79.17 0,154 12.20 32,77 B1 ,L.A~\AAA Feeds Path:6 at Pt:C I Path:7 at Pt:C1 --~~---------·=======-=------~=~==--=============================~~=========================================================--Ref Elev, Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added B 94,(10 20.58 20.S8 C 85.50 12.47 12.47 4 85.50 10.97 10.97 5,62 C! 85.50 11.08 11.08 Rl as.so 42.20 AA'1AA F"..-atn-·11 N-=•= 6 red hy path No.5 19.5 18,6 31.4 Ref Elev, Pt. ft. Pressure (psi) K Flow Pt Pv Pn factor Added (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.loss Elev. Loss Neit Ref Total fps in. length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=150) -35,4 18,900,874 13.54 21 6.00 19.54 o.604 ~11.a 3.69 ( 8.50 )12.47 C -15.9 8.48 0.874 10,83 H 1.00 11.83 0.137 -1.62 10.97 4 2.7 1,44 O,B74 12, 17 E2H 13.00 21,17 0.005 0.11 11,08 Cl 34.1 18.20 0.874 39.29 E3H2I 16.00 55.29 0.563 31.11 42.20 R1 .A,1.,A./1.AA. (gpm} Veloc Dia1. Actual Fitting Fitting Total frict,Loss Elev. Loss Next Ref fotal fps in. Length Su111ary Length Length per.ft Total Psi (ft,) Press Pt. ===========================================;==========================================--====---=====---===----=-----M--------- 3 85.50 12.00 C BS.SO 12.47 12.00 5.62 19.5 19.5 10.42 0.874 1.33 H F" .,3 ··ij::;: t·, 11".,_B a:.::,, : X Fed by path No.5 (C=150) 1.00 2.33 0.201 0.47 12.47 C Ref Elev. Pt, ft. Pressure (psi) K Flov (gpa) Veloc Diam, Actual fitting fitting Total Frict.loss Elev. loss Next Ref Pt Pv Pn factor Added Total fps in. Length Su11ary Length Length per.ft Total Psi (ft,) Press Pt. (C=lSO) 5 85.50 7.03 7.03 5.62 14,9 14,9 7.95 0.874 12.17 H 1.00 13,17 0.122 1.60 8.63 6 6 85.50 8.63 8,63 5,62 16.5 31.4 16,76 0.874 2,08 I 3.00 5.08 0.493 2.45 11.08 Cl Cl es.so 11.oe .1\A.A.,...AA AA.AAA Cales By:Mark L. Hopwood Checked By: ____ Page: P-02 o~~-~~1nndC• ~vnQrr~lr Procram bv Crowley Desion Group, (215)-337-7060 136,0_ 128.0_ 120.0_ 112. o. 104.0_ %.0_ 8B.0_ 80.0_ 72.0_ 64.0_ :. ( 60.6 @ 56.0_ 48.0_ 4(1,0_ 32.0_ 24.0_ 16.0_ a.o_ o.o_ f 0 1600 2400 70) 3200 t 4000 * f f 4800 5600 Pressure vs. Flow 111.00 104.00 0 0. (1(1 1617.00 7202.40 6400 F:" i ll•··· i n-···-~ e" ■::::• Si- r-=" ::ii. ·1r-::iL b7 ,e C• S, C:-c11.r 1 '!:::5-b -e:11.cl F·•=• i r·1 t 11'.!:!iip ,c:"31.r t A...._,,. E:!' n Lil ,e Erl.c:lg C:A J~b Numb~r:94-1463 C> ~:3 -·--Cll B ····-C> :2 f f 7200 4- E::i ILJ lt' .. 1 t-1 p~ F.:'. "y ~::::) F- 11--8 •1~·1/1" ][) n::;.;: d~ LI L :r 1----- c.: If➔ L. a:::: L..11 r, -~ "''"tr"" I D 1,1 s •--I n:--=-· I["_) f.;:• "• 1( c:: l Llb )1 Pirineos Avenue Carlsbad CA Su.b irn ::i ·t: "t: e-d Eiy Western States fire Protection 11421 Woodside Avenue Suite 1B Santee CA 92071 Design Specifications Water Supply Information System Demand 111.00 p!:;;i @ 104.00 psi@ 0.00 gpm 1617.00 gpm 70 .. 76 @ psi T~t~1 D~m~nci: 1BB.5 gpm Sy~t~m ~~f~ty f~ct~r= 188.5 gpm @ 7'E, --7115, ps;;. i 34 .. 1 C'> ps. i.. , ___________________________ _ List of Fitting Abbreviations t~:,;ample: "E2TC:" ::::: one CF''v'C •=-,o , tw,::, Code:Description Code:Description A ALARM VA H CPVC TR B . BUTTFLY . C . CHEC~::: VA . D DPY F'IPE E " CPVC '30 ..... ,· c1=·vc 45 l:.i : STL.. (::iATE VP1 V 'v' I CF'VC BHT J CPVC COUF'. •< COP CHI< L. : COP Gr~TE \,I M COP 45 N CDP '30 STL T BRCH, and one Code:D~scription 0: COP T RUN P COP T BRCH Q: STL 45 i;;: STL '30 S : STL T RUN T: STL T BRCH U : FUJW INDIC CHECK \,JA Code:Description ',,) w X : y z : Cales By: Mark L. Hopwood Checked: ___ _ 08-07-02 Page: 1 s~mm~ry ~f Spr~nk1~r ~nd H~~~ Fl~~~ Job No~94-1463 Pirineos Apart Bldg 5 (Club) Design density: .15 Supplied flow and pressure is based on 76.76 psi available at supply ( 110.87 psi is actually available) fs:e -f. Pf;,:EGSUF<:E I< FLmJ Percent F.:e·f. Pt . Pt i=·v Pn Fa,;: t,:.1· ?ktLlal Minimum E:Y:cess Pt . --·-· ..... -·----·-.-----·-••,-.. ..-,--N .... _ .... _ ...... ==::.:::::::.:::::::::. ·-------------------·--------------·- 1 48. 72 48. 72 5. f,(i 3'3. 1 18. -, 109. 1 i'. 1 I ,·••· 2(). 37 20.37 , .. 6(1 ~-~r.::-2 18.7 34. 8% ., . .::. ;:_). £......1111 ..:. .,,.,.1 11::0 ~if; 15.56 ~). 60 22.0 18.7 17.6% 3 -..::, ~-'- 4 1 :1. . 83 1 1 . 83 5. 6() 1·:1.2 18.7 2 .. 7% 4 •~:=-1 1 •"'t(;::" 1 1. :25 c::-60 18.7 18.7 0.0% ~5 •.. J . ..::_,..J ...i • E, 1 •I 49 11 a 4':;.i -· 50 19.0 18.7 1. ., .. "' ,s . L . J . l:""J/11 7 1 ::3 .. 51 13.51 5.60 20.6 18.7 10. 2% 7 E3 :l ':ii. 40 19.40 5. E,O 24., 7 18.7 '~·-· .::;..::., ■ 1 '.'I. 8 Cales Bv: Mark L. Hopwood Checked: ___ _ 08-07-02 Page: 2 c • .,-•----•••• • ~-... ....,..,_,, -r..., . • g::::-]_ ,::~• ~ .•• , ·•".=It N""ll cJ 1=• ...... E:!' S 5;. Lli. lr''"' •E:E:!' 5 LIi. f"i"ll n"TI ..,_:::ii_ ·r--· :'.::✓ ,Jc,b No~ '34·-1453 F' i 1· i nec,1:; Api::Wt Bldg 5 (Club) Ele·r, REF. flow Pt Pf Pe Pt REF. Elev. F R I C T I O N l O S S C A l C U L A T I O N S Velocity ft. POINT yplll psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps 97.00 l ({ 3'3, 1 « 48,72 2.87 0.00 51.59 Al 97,00 1.38 T 5.00 6,38 0.449 1,049 120 39.1 14.5 97.00 2 (( 25. 2 « 20.37 2.31 0,00 22.69 A2 97.00 3.58 RT 8.00 11,58 0.200 1.049 120 25.2 9.3 '37.00 3 {( 22,0 ({ 15.5& L 80 0.00 17 .36 A3 97,00 3.58 RT 8.00 11.58 0.155 1.049 120 22.0 8 '1 ... 97.00 4 « 19. 2 « 11.83 o. 79 0.00 12,62 A4 97.00 1.58 T 5.00 6.58 0.120 1.049 120 19,2 7 .1 '37,00 5 ({ 18.7 << 11, 25 o.n 0,0() 12.01 A5 97. 0(, 1.58 T 5.00 6.58 0,115 1.049 120 18.7 6.9 97 ,0(1 E, << 1'3, 0 (( 11.49 0.83 0.00 12.32 A6 97.00 2.00 T 5.00 7.00 0.118 1.049 120 19.0 7.0 97,00 7 << 20.6 (( 13,51 0.% 0.00 14.47 A7 'H,00 2.00 T 5,00 7,00 0,137 1,043 120 20,6 7.6 97,00 8 « 24. 7 « 19.40 1. 34 0.00 20.74 AB 97.00 2.00 T 5.00 7.00 0.192 1.049 120 24.7 9.1 ',7. 00 A )) 117.0 » 52.31 -1.32 0.00 51.53 Al 37.00 0.54 T 10,00 10.54 0.126 2.067 120 117,0 11.2 '37 .00 A )} 71.5 )} 52,':ii -32.17 0.00 20.74 AB 37,00 15.42 RT 8.00 23.42 1.373 1.049 120 71.5 26,5 '~7 .00 A « 183, 5 « 52, '31 4.89 4.12 61.93 R1 87.5(1 11.12 R 5.00 16.12 0.303 2,067 120 188.5 18,0 97.00 Al ·, \ .,, 77,9 » 51.59 -28, 90 0.00 22.69 A2 97.00 14. 95 R 3.00 17,951.610 1.049 120 77.9 28.8 97,00 A2 » 52. 7 }} 22.69 -5,33 0.00 17,36 A3 97,00 6.83 6,83 0.781 1.049 120 52.7 19.5 97,00 A3 \\ ,1 30.7 }} 17.36 -4.73 0.00 12,62 A4 97.00 13.50 R 3.(10 16.50 0,287 1.049 120 30.7 11.4 97,00 A4 )) 11.5 » 12,62 -0,58 0.00 12,01 A5 97.00 12.54 12.54 0.047 1,049 120 ll.5 4.3 '37. 00 AS " 7.3 <( 12.01 0.33 0,00 \\ 12.32 A& 97.00 13.62 R 3.00 1&.62 0.020 1.049 120 7,3 2,7 ·H.00 A6 « 26. 2 « 12,32 2.15 0,00 14.47 A7 97,00 10.00 10.00 0.215 1,049 120 26,2 9.7 97.00 A7 ({ 46.8 « 14.47 6 ,,,, , ... o 0.00 20.74 AB 97.00 10.00 10.00 0.628 1,049 120 46.8 17.3 87.50 Rl « 188. 5 « 61. 93 5.46 4.12 71.Sl R2 78.00 9. so cu 8.50 18.00 0.303 2.067 120 188.5 16,0 78,00 R2 « 188. 5 « 71.51 0.25 1.52 73.28 U1 74.50 8.00 RT 3(1~00 38.00 0,007 4.280 140 188.5 4.2 72.00 SRC >> 188,5 >> 76,76 -0. 85 -1.30 74,61 U3 75,00 38.00 4E2CG 102,00 140.00 0.006 4.240 150 188.5 4.3 74,5(1 Ul « 188. 5 « 73,28 0.29 0.22 73.79 U2 74.00 18.00 I 30.00 48.00 0.006 4.240 150 188.5 4,3 74,00 U2 {( i88,5 (( 73.n 1.26 -0.43 74, 61 UJ 75.00 177,00 EF 30.00 207,00 0.006 4.240 150 138.5 4,3 Cales By~ M~rk L. Hopwood Checked: ____ 08-07-02 Page: 3 ... --.. , ......... , •• , 11. .•. , .... u•-·"1, ... r.: .. ,r,"d"W=>m h" r:v·nw11=-v 'Oesion G1··,;::,up. (:21'.3) .. •·337-7050 Path Summary Printout for Pirineos Apart Bldg 5 (Club) Job No:94-1463 08-07-02 System:1 Drawing: Fi ·-· F3 P~th N~~1 R~m~t~ t~ S~pp1y Principal path Feeds Path:2 at Pt:A2 , Path:3 at Pt:A3 1 Path:4 at Pt:A4 1 Path:5 at Pt:A5 1 Path:6 at Pt~A6 Feeds Path:7 at Pt:A7 1 Path:8 at Pt:A8 1 Path:9 at Pt:Al , Path:10 at Pt:Rl Ref Elev. Pressure (psi) K Flvw (gpfl) Veloc Diam. Actual Fitting Fitting Total Frid.Loss Elev, Loss Ne~t Ref Pt. ii. Pt Pv Pn F ador Added Total fps in. Length Su111ary length length per. ft Total Psi (ft.) Press Pt. 1 '37. 00 48. 72 A1 97.00 51.59 ii2 97.00 22.69 A3 97.00 17.36 A4 97,00 12.62 AS '37,00 12.01 A6 97.0(t 12.32 A7 97.00 14.47 AS 97,00 20.74 A 97,00 52,91 Rl 87,50 61.93 R2 78,00 71.51 Ul 74,50 73.28 U2 74.00 73.79 UJ 75.00 74.61 SRC 72. 00 7fi, 76 A.-..AAA 48.72 51.59 22.69 17.36 12.62 12.01 12.32 14,47 20.74 52.91 61.93 71.51 73.28 73,79 74,6i 5.60 F"a.tA"71 1....,lc•:: ::2 Fed by path No.I 3•~.1 -117.0 25.2 22.0 19.2 18.7 19,0 20.6 24.7 117.0 3':l.1 14.47 l.049 1.38 T -77.9 28.84 1,049 14, '35 R -52. 7 1'),50 1,04'3 fi.83 -30,7 11.35 1.049 13.50 R -11.5 4, 25 1.049 12.54 7.3 2.69 1.049 13.62 R 26.2 9.71 1.049 10,00 46.8 17.33 1.049 10.00 71,526,461,049 15.42 RT 18B.5 17.97 Z.067 11, 12 R 188.5 17,97 2,0fi7 9.50 cu 188.5 4,19 4.280 8.00 RT 188.5 4.27 4,240 18.00 I 188.5 4,27 4.240 177.00 Er 188,5 4,27 4.240 38.00 4E2CG AAA.J>.A/\ 5.00 3,00 3.00 3.00 8.00 5.00 a.so 30.00 30.00 30.00 102.00 (C=120) 6.38 0.449 2,87 17.95 1.610 -28,9 6.83 0,781 -5.33 16.50 0.287 -4,73 12,54 0.047 -0.58 16,620.020 0,33 10,000,215 2.15 10.00 0.628 6.28 23.42 1.373 32,17 51,59 Al 22,69 A2 17,36 A3 12.62 A4 12.01 AS 12,32 A6 14,47 A7 20,74 AB 52.91 A 16.12 0.303 4,89 4.12 C 9.50 )61,93 RI 18.00 0.303 5.46 4.12 ( 9.50 )71.51 R2 (C=!40) 38,00 0,007 0,25 1.52 ( 3,50 )73,28 UI (C"150l 48,000,006 0.29 0,22 ( O.SO )73.79 U2 207,00 0.006 1.26 -0.43 (-1,00 )74,61 U3 140,000,006 0,85 1,30 ( 3.00 )76,76 SRC Ref Elev. Pressure (psii K rlow (gp1) Veloc Dia1, Actual Fitting ritting Total rrict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn ractor Added fotal fps in. Length Su111ary length length per.ft Total Psi (ft.) Press Pt, 2 97.00 20.37 A2 97.00 22.69 20.37 5.60 25.2 25.2 9,341,049 3,58 RT F" .o:a ··it;: a·-11 lt'-,.8 •:::::• := 3 red by path No.1 CC"120) 8,00 11,SB 0.200 2.31 22,69 A2 Ref Eiev, Pressure (psii K Flow (901) Veloc Diam, Actual ritting Fitting Total rrict.Loss Elev. Loss Next Ref Pt. ft. Pt Pv Pn ractor Added Total fps in. Length Suamary Length Length per.ft Total Psi (ft,) Press Pt. 3 97.00 15.56 A3 97.00 17.~6 15.56 5.60 22.0 22,0 8,15 i,049 3,58 RT (C"120l 8.00 11.58 0,155 1,80 C~lcs By:Mark ~-Hopwood Checked By: ____ Page: P-01 17.36 A3 Sar:•310046* Hyperc~lc Program by Crowley Design Group, (215)-337-7060 F·ath Sunimar·y F'·( int out Job l'"o:: ':34-----1463 F" .,~,. ·it; H·-,, 11'--i ,,:::, :e ,4 fed by path No.! Ref Elev. Pt. ft. Pressure (psi) K flow Pt Pv Pn Factor Added i='i r· :i.neor:; Apal"' t: oa .. -07 .... 02 Bldg 5 (Club) ~3yst em~ 1 D·r" aw in (J ~ F 1 igpm) Velo, Diam. Actual Fitting Fitting Total Friel.Loss Elev, Loss Next Ref Total fps in, Length Su•mary Length Length per.ft Total Psi (ft.) Press Pt. (C=120l 4 97,00 11.83 A4 97.00 12.62 11,83 5.60 19.Z l'l.2 7.10 l.04'l 1.58 T 5,00 6.58 0.120 0.79 12. 62 A4 AAAAA F" .a. -11:; 1-b u,, ... a "=· := 5 Fed by path No,! Ref Elev, Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added 5 97.00 11.25 AS 97.00 12.01 11.25 5.60 18.7 IF::" .r,.::11. ·1:;: 0-1, lt'~,.a n:::.:9 :::: i5 Fed by path No. I Ref Elev. Pt. ft. P1essure (psi) K Flow Ft Pv Pn Factor Added (gpo) Veloc Diam, Actual Fitting Fitting Total Frid.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) 18.7 6.941.04'3 1.58T 5.00 6.58 0.115 o. 76 12.01 AS (gpm) Veloc Diam. Actual Fitting Fitting Total F1id.Loss Elev, Loss Next Ref loial fps in. Length Summary Length Length per.ft Total Psi (fl.) Press Pt. (C=!20l 6 97.00 11.4') A6 97.00 12,32 11.49 5,60 19.0 19.0 7,031.049 2.00 I 5.00 7,00 0.118 0,83 12.32 A6 F~ .~~. ·t:;: U"···11 g....,,g 1c:■ :::: -:;~.,.. Fed by path No,! Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added (~pm) Veloc Diat, Actual Fitting Fitting Total Friel.Loss Elev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120l 7 97.00 13.51 A7 97.00 14.47 13.51 5.60 20.6 20.6 7.62 1.049 2,00 I 5.00 7.00 0.137 0.96 14,47 A7 C~lcs By~Mark L. Hopwood Checked By: ____ Page: P-02 Ser=*310046* Hypercalc PYogYam by Crowley Design GYoup~ (215)-337-7060 Pa·l:;h Sum.mai•·y Pi'intc,Ltt .Job 1\11:1: '34--1463 for Pirineos Apart Bldg 5 (Club) u::::,, •=="· ·t; ff··" b t·-.1 C• = B Fed by path No.1 Ptessure (psi) K Flow Pta ft, ft Pv Pn F .i.c tor /\oded 08-07-02 System:1 Drawing: F:l -F3 (gp&) Veloc Diam. Actual fitting fitting Total Frict.Loss Elev. Loss Next Ref Total ips in. Length St1i1111ary Length Length per. it Total Psi (ft.) Press Pt. (C=120) 8 '37.00 1'3.40 AB 97.00 20.74 1'3,40 5.60 24.7 24.7 '3.13 1,04'3 2.00 T 5.00 7.00 0.1'32 1.34 20.74 AB ll::::" ,,:::::IL ·t &·····h jt'•,,.]i •=• :::l "3 Fed by path No.1 ~-----------------------------------==;~~--=-========:===========================================--=======----=====--------== Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn factor Added A '37.00 52.'31 A1 97.00 51.59 52. '31 ;:::• .,;;:31. ··It:; &·-11 lt',-8 •::::• :::: :1 Clt Fed by path No.1 Feeds Path:11 it Pt:B Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added " 87.50 61.'33 61.93 J 10 87,50 61.'33 61. 93 11 87. 50 61. '33 61.93 B 87.50 61.93 61.93 Rl 87. 50 6 I, '33 A,,,,.Jil,I'. F=" ..::::i.. ·it;;: D·-•·11 1,u •=• ::: :1. :it Fed by path No,10 Rei Ele~·. Ft. ft. Pressure (psl) K Flow Pt Pv Pn Factor Added 12 87.50 61.'33 61. '33 '" 87.50 61.93 6L93 i,l i4 87.50 61.'33 61.% B 87.50 61.93 l,,.-.,l,/e.r•. 1gpm) Veloc Diam. Actual Fitting Fitting Total frict,Loss Elev. Loss Next Ref Total fps in, Length SuHary Length Length per.ft Total Psi (ft,) Press Pt. -117,0 11.16 2.067 0.54 T (C=l20; 10.00 10.54 0,126 -1.32 51.5'3 Al (gpmi Veloc Diam, Actual Fitting fitting Total Frid.Loss Elev. Luss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft,) Press Pt. (C:.120) 1.045 10.00 10.00 61.93 10 1.049 10.00 10.00 61.93 11 !. 049 14.50 2T 10.00 24.50 61,93 B 2.067 26,62 2T 20,00 4&.62 61,93 Rl A . .l:o..",,AAA. (gp&i Veioc Diam, Actual Fitting Fitting Total frict.Loss Elev. Loss Next Ref Total fps in. Lei1gth Summary Length Length per.ft Total Psi (ft.} Press Pt, (C:.120) 1.049 10.00 10,00 61, 93 13 1.049 10,00 10.00 61.93 14 1.04'3 4.17 RT 8.00 12.17 61. '33 B .,,\."',.'·.Al~/•. Cales By:Mark L. Hopwood Checked By:_, ____ Page: P-03 s~r1*810046* Hypercalc Program by Crowley Design Group, (215)-337-7060 136.0 - 128,0 - 120.0 - 112.0. l l 104.0 - 96.0 - 88.0 - 80.0 -I ,, 72.0 - 64.0 - 56.0 - 48.0 - 40.0 - 32.0 - 24.0 - 10.0_ 8.0_ 0.0_ l 76. 8 @ 188) f t * * t * ,11i,,.11.,.,.11"\II\! J 'l,",,'i."ir-. t "''-""-""' 811-"i,"\l"li, I 'ls'w..._.llwA-llt'lt'v-"a~ l 'v-1\tl\J'\:ls.:'~'vllir.,_tw--'v t "lr-'-'"1tl\t~"-Al'vf\r-a_ • ._r"'°-., I .,_._1\1'.llw~'IP,._,A,."lf~Jli.'lsil.,i\-I .,._,_lllt4'"\r"lr,_._.-'~-llr~..,,.,.,,,,.,'ltlllt"it l ~"'°"' .... .,_.,..,...,A .... .l\o~"t-...... ._ J I ~ I 5 I I J: 0 1600 2400 3200 1f::::, :i. 'Ir''" i l'""n 4:::::.• •=• !i::::i- [-:::" ::ii. ·1.-•·· ::ii. 11-·11 •i=!' ,c:::u '!::'.:i- 4000 4800 F°i'' P-!5SL\l'. e 111.00 104.00 (l 5600 vs. Flow o.oo 1617.00 7202.40 ic11p-c:i1.·k"·· -t E~:1 dg d!!'.:!!n .,.._,. •= r--.1 I!.-~· IE:!' 5, 6400 7200 'B LJ ........ 1·-1 ,A Fe:: ....... Cl ·-1--·- il---1 '\,f :D f:;;" it➔ LJ L I 11.--~ -· c: A L IL···----u L A -r I {:.J ....... ~3 a-·--· Cl F:,, ... .,. :E::c l. ,r.:I g 5 Pirineos Avenue Carlsbad CA SLii.b ,-n :i ·It; "t E;!od Ecy,· Western States fire Protection 11421 Woodside Avenue Suite IB Santee CA 92071 Design Specifications Dens:i ty 0(:;:sign Pw ea: o. 150 1500.00 Water Supply Information 111.00 psi@ l.04.00 psi@ 0.00 gpm 1617. (H) gpm System Demand 60.E.8 psi @ 135.1 gpm T~t~l D~m~nd: 135-1 gpm Sy~t~m ~~f~ty f~ct~r= @ E.ic.::. .. GB r..:Jas. i 5Cl .. 24 ps. :i Not t~i==·: __________________ , _____________________________ , List of Fitting Abbreviations E: '.,; ,i:i.mp le~ "[:2TC" ::::: one CPVC '30 , two STL T BRCH, and one CHECK VA Code~Description A :: ?'.1L1:;r;;:M 'v'A BUTTF'LY Vi'~ C ~ CHECI< 'v'Pt Dl:;;:y PIPE V D E " F cr-::•vc ':Ki CPVC 45 C,::,df2: Des,::r i~)t :l,:,n H CPVC Tk I CPVC: BHT J' : CPVC COUP. !< COP CHK L " M N CDP COP CDP GATE 45 ':30 '' V Code:Description 0: COP T RUN P COP T BRCH Q: STL 45 F:: STL '30 s T u : STL l" RUN STL T BRCH FL.OW INDIC Code:Description V : w X y .. , '-. C~lcs By: MaYk L. Hopwood Checked: ____ 08-07-02 Page: 1 , ............ , -·. n,_,,n -i --,-::..,. ..... , IM ,♦ •::. ·1 Qj. "\ -~~=!-7-.. 7(lf=1() S~m~~ry ~f Spr~nk1~r ~nd H~~~ Flo~~ Job No~94-1463 Pirineos Apart Bldg 5 CClub) Design density: .15 Supplied flow and pressure is based cm 60.68 psi available at supply Pt. 10 :t. :l L2 13 14 Pt Pv 17.97 24. 1.4 1 :I.. 16 ( 110.93 psi is actually available) Pn ____ ............. ---............... __. ___ 1 ;~. 31 16.65 15.33 17. ':17 24.14 11. 16 _.. ..... ·-·· ·---·· ···-..... ,_ .......... -•-··-- 5.60 5.GO 5 N t;<) 5.60 5. f:.P(> :5. GO FLOW Percent Actual Minimum E~cess ............. _..._ __ .... ___ .. ____ _ 19.7 22.6 23.13 27.5 18.7 ·---· ---.... _,. _ .. ·-·--·----· 18.7 18.7 18.7 18.7 18.7 18.7 5.3% 22 .. 5i~ 47. 11/. o. o·,~ Cales By: Mark L. Hopwood Checked: _____ _ Ref. Pt. 10 1 :L 13 14 '3 Fl~~ ~nd Pr~~~~r~ B~mm~ry Job No:94-1463 Pirinecs ApaYt Bldg 5 (Club) H :1.,, REF, POHH 9P 11 Pt ps1 87,50 10 (( 38.4 (( 12,31 87.50 10 }) 18.7 )) 12.31 87.50 il << 61.2 << 16.65 Bi.SO 12 (( 22.6 << 16,33 87.50 13 (( 46.4 (( 17.97 87.50 14 (( 73.9 << 24.14 87,50 B << 135.1 << 41.92 87.50 Ri << 135.1 << 49.57 78.00 R2 << 135.l << 56.64 72.00 SRC )) 135.1 }} 60.68 74,50 Ul << 135.1 << 58.30 74.00 U2 << 135,1 C( 58,67 Pf psi Pe psi Pt REF. Elev. psi POINT ft. 4,35 0.00 16,65 11 -i.15 0,00 11,16 9 25.27 0.00 41.92 B 1.64 0.00 17.97 13 6.li 0.00 24.14 14 17,iB 0.00 41.92 B 7.65 O.OI) 49.57 R1 2.95 4.12 56.64 R2 0,14 1,52 58.30 Ul -0,46 -1.30 58.92 U3 0.16 0.22 58.67 U2 0.68 -0,43 58.92 U3 Si.SO 87.50 87.50 87.50 87.50 87,50 87.50 78.00 74.50 75,00 74.00 75.00 f RIC TI D N LOSS CAL CUL AT XO NS Velocity Length Fitting Length Total Pf/ft Dia• C flow fps 10.00 10.00 14.50 2T 10,00 10.00 4.17 RT 26.62 2T 9.50 cu 8,00 RT 38.00 4E2CG 18,00 I 177.00 Ef 10.00 0,435 1.049 120 38,4 10.00 0.115 1.049 120 18.7 10.00 24.SO 1.031 1.049 120 61,2 10.00 0.164 1.049 120 22.6 10.00 0.617 1.049 120 46,4 8.00 12.17 1.461 1,049 120 73.9 20,00 46,62 0.164 2,067 120 135.1 a.so 10.00 o.164 2.061 120 13s,1 30,00 38.00 0.004 4.280 140 135.1 102.00 140.00 0.003 4,240 150 135.1 30,00 48.00 0,003 4,240 150 135.1 30.00 207.00 0.003 4.240 150 135.1 14,2 6.9 22,7 8.4 17.2 27.4 12.9 12.9 3.0 3.1 3.1 3.1 Path SummaYy Printout for Pirineos Apart Bldg 5 (Club) Job No:94-1463 08-07-02 System~l Principal path Feeds Path:2 at Pt:A2 , Path:3 at Pt:A3 , Path:4 at Pt:A4 1 Path:5 at Pt:A5 1 Path:6 at Pt:AG Feeds Path:7 at Pt:A7 , Path:8 at Pt:A8 1 Path:9 at Pt:AI I Path:10 at Pt:R1 Ref Elev. Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added '37,00 45.45 45.45 Al 97.0D 45.45 45,45 A2 97,00 45.45 45.45 A3 '37, 00 45. 45 45.45 A4 97.00 45.45 45.45 r,!:' 97.00 45.45 45,45 H.J AE, ·3-;. oo 45. 45 45.45 A7 "37. 00 45. 45 45.45 AS 97.00 45.45 45.45 A 97.00 45.45 45.45 Rl 87.50 49.57 49.57 135, 1 R2 78.00 56.64 56.fi<i Ul 74,50 58.30 58.30 n-1 u .. 74.00 58.67 58.f.7 U3 75, 00 58 ."32 58."32 SRC 72. 00 60. 68 r . .'·.A•'•/t. F:" -r.:.:.:ii. t: n-k n··,,.11 •:=• ~:. .:2 Fed by path No.1 Ref Elev. Pt. ft, Pressure (psi) K flow Pt Pv Pn Factor Added 2 "37,0Q 45.45 A2 37.00 45,45 45.45 ll-:::" -2..'lt "IL: a .. ·,1 a-,,,,.n •:::::• ;::: :a Fed by path No.I Ref Elev, Pt. ft. Pressure (psi) K Flow Pt Pv Pn Factor Added 3 97,00 45.45 A3 97.00 45.45 45.45 (gpm) Velo( Dia1. Actual Fitting Fitting Total Frict,Loss Elev. Loss Next Ref Total fps in. Length 5um111ary Length Length per, ft Total Psi (ft.) Press Pt. (C=120i i.04'3 1.38 T 5.DO &.38 45,45 Al 1.043 14,35 R 3.00 17."35 45,45 A2 1.04'3 6.83 S.83 45,45 A3 1.043 13.50 R 3.00 lti.50 45,45 A4 i.04'3 12.54 12.54 45.45 A5 1.049 13.E.2 R 3.0(l 11:,,E,2 45.45 AE. i. 049 10.00 i:),00 I C' •~ t:' 4.J, 'tJ A7 1.049 10.00 10.00 45,45 AB 1.049 15.42 RT 8.00 23.42 45.45 A 2.%7 11. 12 R 5.00 16.12 4.12 ( 9.50 )43.57 Rl 135, 1 12.89 2,067 '3. 50 CU 8.50 18.00 0,IE.4 2."35 4.12 ( '3,50 )56.64 R2 (C:::140) !35.1 3.01 4. 28(1 8.00 RT 30,00 38,00 0,004 o. 14 1 ~ 52 I 3, 50 )58.3(1 Ul I (C=150l i.,,C' .. 3.0f, 4.240 18,00 I 30,00 48,00 0,003 0.16 0 ·1·, l 0.51) }58,f,7 U2 l,.)J, I ~ L.~ I lr,,. • ,}J, 1 3.G& 4,240 177.00 EF 30.00 207,00 0,003 0.68 -0.43 H.00 l5B, 92 U3 135.1 3.0f, 4.240 38,00 4E2CG 102,00 140.00 0,003 0.46 1.30 ( 3.00 if.0,f.B SRC J• . .'·F,hi'./•. (9pm) Veloc Diam. Actual fitting Fitting Total Frict.Loss Elev, Loss Neit Ref fotal fps in, LengthSumaaryLength Lengthper,ftTotal Psi (ft.l PressPt. (C=120) 1.04'3 3.58 RT 8.00 11. 58 45.45 A2 (gpm) Veloc Diam, Actual Fitting Fitting Total Frict,Loss Elev. Loss Next Ref Total fps in. Length SuHary Length Length per, ft Total Psi (ft,) Press Pt, 1.043 3,5B RT B, 00 11.58 45,45 A3 Cales By:MaYk L. Hopwood Checked By: ____ Page: P-01 Ser:*310046* Hypercalc Program by Crowley Design Group, (215)-337-7060 Path SummaYy Printout Job No: '34·· .. 1463 for Pirineos Apart Bldg 5 (Club) F· -ia.."ll. ·It-;; ll""'ll ........ •:::• = .::::;.. Fed by path Ne,, 1 Ref Elev. Pt, ft. Pressure (psii K Flow Pt Pv Pn Factor Added 4 97.00 45.45 i\4 97.00 45,45 45.45 F" .,:::;:ii. "It: H··"b g .... ,] •:=• :: !!::"ji Fed by path No.I Ref Elev. Pt. ft. Pressure (psi} K flow Pt Pv Pn factor Added 5 97.00 45,45 AS 97.00 45.45 45.45 n:::::• .,.,3~-.. IL: R·····u l'•,M •:::::• :i1 1(::::,. Fed by path No.1 Rei Elev, Pt. ft. Pressure (psi) K flow P~ Pv Pn Factor Added t 97.00 45.45 A6 '37. 00 45. 45 .==: .. -'3L "Ii:; t··h Fed by path No, I 45.45 Ref Elev. Pt. ft. Pressure (psii K Flow Pt Pv Pn Factor Added 7 ·~7.00 4.'i.45 A7 97.00 45,45 45.45 08-07-02 System~l Drawing:Fl -F:3 (gp1) Veloc Dia.a. Actual Fitting Fitting Total frict.Loss Elev. Loss Next Ref Total fps in. Length Su11ary Length Length per.ft Total Psi (ft,) Press Pt. (C=120} 1.049 1.58 T 5.00 6.58 45.45 A4 (gp1i 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=120l 1.049 1.58 T 5.00 6.58 45.45 AS 1gpm) Veloc Diam. Actual fitting Fitting Total frict.Loss Elev. loss Next Ref fotai fps in. Length Sur,mary Length length per. ft Total Psi (ft. i Press Pt. (C=120l 1,049 2,00 T 5.00 7.00 45.45 A6 1gpm) Veloc Diam. Actual fitting Fitting Total Frict.loss Eiev. Loss Next Ref Total fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt. (C=120l 1.049 2,00 T 5.00 7.00 45.45 A7 Cales By:Mark L. Hopwood Checked By~-----Page: F-02 Ser~*310046* Hyµercal~ Program by Cyowley Design Group, (215)-337-7060 P~th Summary Printout ,J,:,b No: ':34--1463 e==· .,:::"'l ··t: l····a n-,,.JI •=:.:• :::: :E::-1 Fed by path No.1 Ref Elev, Pt. ft. Pressure (psi} K Flow Pt Pv Pn Factor Added 8 37.00 45.45 AB 37.00 45.45 n::;;:; .. a31. L: Il ··· u Fed by path No, 1 45,45 1::• i "( i n~?OS Apat t oa---07--02 Bldg ~j (Club) Sys-t; ern: :l Dr· awing~ F :I. (gpm) Veloc Diam. Actual Fitting Fitting Total Frict,Loss Elev, Loss Neit Ref Total fps in. Length Suimary Length Length per.ft Total Psi (ft.) Press Pt. (C=120) l.04'3 2.00 T 5, 00 7. (l() 45.45 A8 --··---·------·---------------------------------------------------------------=-----=-===-==========~====-====--==========--===--- Pressure (psi) K Flow Pt. ft. Pt Pv Pn Factor Added 45.45 Ai ')7,00 45.45 n=:" .,;;:;.ll ·IL: s-·u il"•,,.n -==· ;;~ ::n.. ,(), Fed by path No.I Feeds Path:11 at Pt:B Ref Elev. Pt. ft. Pressure (psil K Flow Pt Pv Pn Factor Added '3 87,50 11, 16 11. H, 5.60 18.7 10 87.50 t2~31 1'1 .,, .a:., J.1 5.60 19.7 II 87.50 16.65 16. f.5 5,60 22,'3 B 87 ,50 41. 92 41. 92 73,9 Rl 87.50 49.57 AAf!A/~ Fed by path Ho.10 Ref Elev, Pt. ft. Pressure (psi) K Flaw Pt Pv Pn Factor Added .,, 87,50 lb.33 16.33 5.60 22.6 14 13 87.50 17.97 17. 97 5.60 23.8 14 87t50 24114 24.14 5.&0 27.5 B 87,50 41.92 /· ,t1,.'.A 1~ lgp■l V~!oc Diam. Actual Fitting Fitting Total Frict.Loss Ele~. Loss Next Rel Total fps in, Length Su111111ary length Length per. ft Total Psi (ft.) Press ?t. (C:::120) 2.067 0,54 T 10.00 10.54 45.45 Al lgpml Ueloc Diam, Actual Fitting Fitting Total Frict,Loss Elev. Loss Next Ref Total fps in. Length 5uHary Length Length per. ft Total Psi (ft.l Press Pt. (C::120) 18.7 !i,'33 1.04'~ 10.00 10.00 0,115 l.15 12,31 10 38.4 14.21 1,043 10.00 10.00 0.435 4.35 16.55 •+ ll 61.2 22.67 1.049 14,50 2T 10,00 24.50 1.031 25,27 41.':!2 B l 35. l 12.89 2.067 26.62 2T 20.00 46.62 0.164 7,65 43.57 RI A,•.AAAA (gp111l Veloc Dia ■, Actual Fitting Fitting fotal Frid.Loss Elev, lo'=>s Ne~t Ref Total ip!:i in, length SuHary Length Length per. ft Total Psi (ft.) Press Pt. (C:a120l 22,6 8.38 1.049 10.00 10.00 0.164 t ,fi4 17.97 13 46.4 17.18 1.049 10.00 10,00 0,617 6.17 24.14 l4 73.9 27,36 1.049 4,17 RT 8.00 12.17 1.461 17.78 41.92 B •• •. /-.~\Ah,,'-. Cales By:Mark L. Hopwood Checked By; ____ PageJ P-03 8mr;*31004G* Hyp~r~al~ Program by Crowley Design Group, (215)-337-7060 13ii.(I - 128.0 - 120,0 - 112.0~ ~i 104.0 - %.0 - 88,0 - 80.0 72.0 64.0_ ' ,. 56.0_ 48.0_ 40.0_ 32.0_ 24.0_ 16,0_ 0,0_ * 60, 7 @ 135} 0 160(1 2400 3200 ;:::• i "b·•·--:ii.. ...... h it::::.••::::• 1:i• B::::" :iL ·11··· j_ d""""II ii=!' ·=· s. f.:::: -=IJ. ·Ir'··· 1 -s5. b ..;:..==-. ci * 4000 i * 4800 Pt·essu:re 111.00 104.00 0 • 5600 vs. Fl c,w 0.00 1617.00 B1dg 11-~ ··v ~ .--·• LIi. e 5 C:A J~b N~mb~r:94-1463 1() :1::::1: ··-·-c:i. ·7· ---1i:::::i, 2 • 6400 7200 1( C:l. ub) Flow Test Record Test Hydrant Location __ J~fR(}_?_~•fA:..:::::..i0--uit-=i. ~· ~tJ-,<J-...L./A~4f2,4-l...--------- Hydrant ID No. Size Main ____ _; ----- Static............. I ti Residual... . .. .. . lo/ Pressure Drop .. __ ?.__,,(PDI 1) ..... K factor for PDI 1 C:. 8/p Flow Hydrant(s) Hydrant I location __ .....;Jl/--=--'-o"""''?_/! ......... ,{),d,.,(U"""·=·....::. ...... Ml~-'@"--"-'~'-;.,p,..------ Hydrant 2 location ____________ _;__ v ______ _ Hydrant 3 location __________________ _ Hydrant l Pitot ____ q_.J ___ PSI GPM: J/./ IJO Hydrant 2 Pitot PSI GPM: ----Hydrant 3 Pitot PSI GPM: --...---- Calculated test and flow data ~ Static:.................... // I Total: (Q1) {p dtJ Ox PD2 k =Q2 PDI*k l'f'1/,., Size of Orifice oL .,,,. ----Size of Orifice ----Size of Orifice ·---- Desired Residual. ...... _20 __ Pressure Drop (PD 2).. 91 ................................. K factor PD 2: /I-4/43 ) U oO x I/_ "1 ,3 divided by'°"· 5' I, Q 1 PD2 k PD 1 k equals (, l'.5 9f GPM at 20 psi residual /Q2 Comments: _________________________ _ Test conducted for: Conducted by:_~l!-/i..!::::tu..L.l=:::.___'-.....,l(,,t/.,=~~=~ft~_~ ___ ;C._._/:_. ---- Date: Model F1 Res Sprinklers engineered for a minimum design density of .05 gpm/ft2 Types: 1 . F1 Res 49 Pendent 2. F1 Res 40 HSW 3. F1 Res 49 CCP Pendent 4. F1 Res 49 Recessed Pendent/ F1 5. F1 Res 49 Recessed Pendent/ FP 6. F1 Res 40 Recessed HSW / F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fi Res Horizontal Sidewall sprinklers (Figs. 5 & 6) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K-Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard*). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass-bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: ½" NPT (R ½) • K-Factor: 4.9 (Actual) -Pendent Sprinkler 4.0 (Actual) -HSW Sprinkler • Density: Minimum 0.05 gpm/ft2 Bulletin 135 Model F1 Residential Sprinklers f!(' • "s'i.,,_t • .,.-~if F1 Res 49 Recessed Pendent/F1 F1 Res49CCP Pendent Application F1 Res 49 Recessed Pendent/FP F1 Res 40 Recessed HSWJ1=2 Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent & CCP sprinklers use onlv the Model GFR1 sprinkler wrench; for installing Model F1 Res Recessed HSW sprinklers use only the Model GFR1 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 40 HSW with a ceiling to deflector distance of 4 -12 . Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552 • Model F1 Res 49 Pendent m I : I Fig. 1 Technical Data: F1 Res 49 Pendent and Recessed -~ ..... ~~, I IL Sfrinkktr Max. Max. Thread emp. Ambient Size Ratlna Pressure Temo. Of oc psi (bar) Of oc ½ NPT 155 68 175 (12) 100 38 (RX) 175 79 150 66 Max. Sprinkler Flow Pressure sr:g gpm (Lpm) psi (bar) 14 X 14 4.3X4.3 Actual Sprinkler K Length Factor lnch(mm) 4.9 2.25 (57) Sprinkler Identification Number SIN R3516 2. • Model F1 Res 49 Recessed Pendent/ F1 ,:; C ·:,,tl ' . T ~·~ .;... 'll1'i -._, ............ [F1 escutc~eon, ¾ (19mm) adJustment] ....... - Fig. 2 Escutcheon* F1 or F-2 Data: Type =.r F1 F2 * Note: Escutcheons F1 or F2 may be used with SII/IU Model F1 Res 49 Recessed Pendent Sprinkler • Model F1 Res 49 CCP Pendent ~ ~l6"tll4. {"1.Tmtr,} -----CIA' I "t,t/2" R£OIJCff CIII' C£1UltG J ~:=:!S~~f call#G r . COll£R J,Q,Jl,JS1l,l{I I J 1/18• Dll {a4.tmm} ,_. Fl RES 49 CCP PEND, Fig. 3 Technical Data: F1 Res 49 CCP and FP ,• Ider CCP Max. Thnaad =.p. Asaembly Max. Ambient Temp. Prasuna Size Rating Rating psl(bar) Temp. ~ F C F ac F C ½ NPT 155 68 135 57 175 (12) 100 38 (A½) 150 66 Max.Sprinkler Flow s~C:g gprn (I.pm) PraaLn psl(bar) K Sprinkler Lenglh Factor lnch(nm) 4.9 2.25 (57) ~ Number S R3516 3. • Model f 1 Res 49 Recessed P FP (FP push-on/thread-off escutcheon) CCP O tions Data: "A" Cover Ad ustment Inch mm FP Data "A": FPPoslllon r11,,.._ "8" CCP Height Inch mm • M del F1 Res 40 HSW • Model F1 Res 40 Recessed HSW/F2 135FG05 Fig. 5 [F2 escutc~eon, ½ (13mm) ad1ustment] ~c aF FITTING ro w 1)11,/£1,/SIQN 2 1/4" HOU~ [t,1.2mmj 1 r 1 16/16" DIA.¥ {49.2mm] ! l '- -Fig. 6 Technical Data: F1 Res 40 HSW & HSW/F2 Escutcheon F2 Data: sr::r Max. Thn1111d fJreuur9 Size Ralina psi (bar) "f "C ½ NPT 155 68 175(12) (A½) 175 79 "A" Max. Sprinkler Cellng -to-Spacing ft(m) ~ 16 X 16 4.9X4.9 16 X 18 4.9x5.5 18 X 18 5.5x5.5 16 X 20 4.9x6.1 12 X 12 3.6x3.6 14 X 14 4.3x4.3 16 X 16 4.9X4.9 4-6 (101-152) 6-12 (152-305) Max. Sprinkler Ambient K Temp. Factor Length lnch(nm) "f °C 100 38 150 66 Sprinkler Temp. Rating "f ("C) 4.0 2.45 (62) Sprinkler Flow Prassure Identification gpm(Lpm) ptl(bar) Nl.lnbar(SIN) A3538 4. Finishes11> standard Finishes SDrlnkler F1 F2. FP Escutcheons Bronze Brass Chrome Plated BriQht Chrome Plated White Polyester Coated White Painted Soaclal ADDlk:ation Finishes Sprinkler F1. F2. Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome ('II Other liniShes and colors are available on special order. Consult factory for details. Maintenance Model F1 Res 49 and F1 Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than Ordering Information Specly: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Following are depictions of nominal wetting patterns for F1 Res40 and F1 Res 49 Sprinklers obtained at minimum flow conditions for selected coverage areas. F1 Res 49 Pendent & Recessed Pendent Wetting Patterns: F1 Res 49 Recessed F1 R i-· • ,-: ·::;.: . ···-~.--. ,' • :: ~-.i • : •~ a., '• / ;~~: NOMINAL WETTING PATTERN 12ft,x12ft. COVERAGE AREA (Or less) 5. tJ GPAI F1 Res 49 Pendent & Recessed Pendent Wetting Patterns (cont}: 8' 7' J' 2' 1' o' 5' 2' 1' t, NOMINAL WETTING PATTERN 14ft.x14ft. COVERAGE AREA NOMINAL WETTING PATTERN 16ft.>d 6ft. COVERAGE AREA 1,J GPIJ lI GPA{ a· 7' 6' 5' J' 2' 1' o· 7' 4' 3' 2' 1' o· -· ----------------:,2·.-.---.------~· .:, l'JCWINAL w:1 m~~; PAI IL ~l'J l8'l.1<18r .. cov::R,\GE AR::!\ 6. 4,. • ~~~~--~rr"' . e> F1 Res 49 Pendent & Recessed Pendent Wetting Patterns (cont}: r 6' 2· ,. NOMINAL WETTING PATTERN 20ft.x20ft. COVERAGE AREA za ceu 7' 6' 2' ,. Bulletin 136K Reliabl~ Model F1FR Model F1 FR Recessed Quick Response Sprinklers Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall -HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall -HSW 1 Deflector Product Description ~e 1iableModels'.1FR andF1FRRecessedSprinklersare quick resPon.se spn~klers which ~ombine the durability of a standard spnn klerw1ththeattract1ve low profile of a decora- tive sprinkler. The ~odels F 1 FR and F_1 FR Recessed automatic sprin- klers ut1hze a 3.0 mm frangible glass bulb. These sprinklers havedemonstratedrespCJnsetimes in labora taytestswhich are five to ten times faster than standard response sprin- klers. This quick respCJnse enables the Model F1FR and F1 FR Recessed sprinklers to apply water to a fire much ~aster than standard sprinklers of the same temperature rat- rg. The glass bulb consists of an accurately controlled ~ount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is spe- cially constructed to provide fast thermal respCJnse. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex- pands, fo~cing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to 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 Sldewall Horizontal Sidewall HSW 1 Deflector Pendent Conventional Recessed Pendent Application Quick response sprinklers are used in fixed fire prote<::- tion sys terns: Wet. Dry, Deluge or Preaction. Care must be exercised thattheorifice size, tern pera ture rating, de flee tor style and sprinkler type are in accordance w~h the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Havirg Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Cuickresponsesprinklersandstan- dard response sprinklers should not be intermixed. Toe Reliable Automatic Sprinkler Co., Inc. 525 North MacCluesten Parkway, Mou1t Vemcxi, NeN York 10552 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprin klerType "K"Factor s~ Stan dard-Upri!jlt(SSU) aid Pen derrt ( SSP) us Metric OeflecwrsMarkedtolndlcatePosioon ½"( 15mn}Stan dardOr ificewi1h ½" NPT fRl4 Thread 5,62 81.0 2.2"(f£rrtn) 1¼" {IDrrm} Laroe Ori fioewilh ¾" NPT CR¾)Thread 8,0 115.3 2.3" (58Ttn) ',(,."'(17mrn)SmaJIOrifioewi1h ¼"' NPT (R½} lhrea.d(1) 4.24 61.0 2.54" (65tm) ~ C10Tm)Smal0rificewi1h ¼"NPTIRY.) Thread(1) 2.82 40.6 2.54" (00:rm) 10rrm0rifice XLH wilh R½"'Thread 4.10 59.1 56.1mm CooventicraHn slall ilUprmta Pen dentPosi tia'l 'IOnmOrifioe XLH wi1h ~1hread 4.10 59.1 56.1mm 15rrmSt:rldardClfifioe • 'NPT(R½)TITead 5.6 81.0 56.1mm 21:}nm Laroe0rificewi1h¾" PT fR¾}Thread 8.0 115.3 58.4mn ''' Iden tiliad by apntle ex tending beyond the de flee tor. Upright Pendent Upright(,) Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Thread "K" Factor S~'nkler Orifice Size us Metric • ht ½"(15rrm) ½"NPTfR'h) 5.62 81.0 2.2'($rrm) 1¼," (ahm) ¾"NPTCR¾) 8,0 115.3 23" (5!mn) '/,/ (ll (11mm) ½" NPT (R'h) 4.24 61.0 2.54" (ffilm} %" (1) (10mm) ½" NPT (R'h) 2.82 40.6 2.54* (65nm} 1Qnn R¾ 4.10 59,1 56.1mm (1) Identified by a pinlle extendilg beyond the dellecta. (2) Re fertoescutcheon data table for ap prov alsand dimensions. 2. ~ 1,2,3,4,5,6,7 1,2,3,4,7,8 1.2.8 1,2.8 4,67 -4,6,7 4,7 Approva1(2l Organizations 1,2,3,4,5,7,8 12,3 1,2,8 1,2,8 4,7 Sprin kier Identification ~ber(SN) ssu SSP R~ R3615 R3622 R3612 R~ R3613 R3621 R3611 ~4 R3614 R3674 R3675 R36n Conventional Sprinkler ldenUficaUon Number (SIN) R3615 R3612 R3613 R3611 R3614 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 "K" Factor Thread Size us Metric Sprinkler Height ½" 'h" NPT (R½) 5.62 81.0 2.2"' (56mm) 15nm ½" NPT(R½) 5.62 81.0 2.2"'(56mm) (l) LPG Approval IS Pen dent only, Orientation Deflector to Celling Dimension (Min .• Max.) Upriqht 4"' -12" {102mm -305mm) Pendent 6" -12"' (152mm -305mm) Vertical Sidewall Model F 1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: "K" Factor Nominal Thread Orifice Size us Metric ½"(15mm) )tf NPT(R½) 5.62 81.0 /IOTE: ULand ULC Listng permits use wilh F1 or F2 recessed escutcheon. Horizontal Sidewall 3. Sprinkler Length 2.63" (67mm) Approval Organizations Sprinkler Identification Number (SIN) 1,2,3,6,8 R3685 4(1) ApprovalOr~zations cm Type Approval Sr!nkler ldentl tlon Num- Uitit Ordin~ ber Hazard Haza (SIN) 1,2,3,5,8 1,2,5,8 R3635 .. • I ,-, Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1 FR Recessed Quick Response Sprinklers are to be installed as shCPNn. The Model F1 or F2 Escutch- eons illustrated are the only recessed escutcheons to be used with the Model F1FR Sprinklers. The use of any other recessedescutcheonwillvoidallapprovalsandnegateaU warranties. When in stalling Mode1F1 FR Sprinklers, use the Model D Sprinkler Wrench. When installing Model F1FR Recessed Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Use the Model RC1 Wrench for installing F1FR Recessed Pendent Sprinklers. Arr; other type of wrench may damage these sprinklers. Approval Organizations 1. Underwriters Laboratories, Inc. 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corporation 4. Loss Prevention Council 5. NYC BS&A No. 587-75-SA 6. Meets MIL-S-901C and MIL-STD 167-1 7. Verband der Schadenversicherer 8. NYC MEA 258-93-E ULI Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler ULI Guide Number VNIV Temperature Ratings Spmlcler Classification Tem"'"'""-·c •F Ordinary 5T 135 Ordnary &! 155 Intermediate i9 175 lnter~diate 93 2CO High 1 141 286 Max. Arrtient Teffll, 100'F(38"Q 100"F (38'Q 150'F(ee'Q 150'F(ee'Q 225'F(107'Q <1> Not available fa recessed sprinklers. Escutcheon Data ~ "fl( ~ Al:pmert ~ Dinen5iXl F1 1,2,4 ¾'" ~· (19mm) (19mm) F2 1,2,3,4,5, 7,8 ½' 1" (13mm) (25mm) Bulb Qb ()arge Fled VeUcw Glaan Bk» FacedRl'Qb O!li'Qa'WII llhinb'I r,:-•w: (5mn-2mrt r.:-'x." !Srrm-:>Ann'I Maintenance The Models F1 FR and F1 FR Recessed Sprinklers should be inspected quarterly and the sprinkler system rnairtained in accordarce with NFPA 25. Do not clean sprinklers with soap and water, a.mmooia. or any other cleaningfkJids. Removedustbyusingasoftbrushcrgen- tle vacwning. Remove any sprnder whch has been painted (other than factory applied) or dam8Q8d in any way. A stock of spare spriri<lers shoud be l'TIUltained to allON quick replacemert of damaged or operated sprin- klers. Prior to nstallation, spmklers should be maintained in the original car1ons and packaging until used to mini-I mize the potential for damage to sprin<lers that would cause improper operation or naHJperation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes 111121 Bronze Chrome Plated White Polyester Coated Bright Brass Black Plated Black Paint Off White Satin Chrome Eswlcheon Bra98 Chrome Plated White Paned Briflit Brass BlackPlaled Black Pam Off White SatnChrane <1> Other fin ishesandoolorsareavailableonspecialorder. Consult the factDry for delais. ~ FM Apprai8I la Im ited to bronze and brass, chrome or black plated finishes Ol'fi. Ordering Information Specify: 1. Spnnkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperatu'e Rating 6. Sprinkler Finish 7. Escutchecri IY~ 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Theeqlipmenlpreaenledlnthisbulellnistobein&lalledlnaccordancewhhlhelltllliperUnertSCandardsoftheNalionalAreProlec:llonAasoclation.Fac101yMutua1Ra-ch Corpora !Ion, or other aim i larorganim lionaardaleowilhtheprovl aionsofgovemmenlaloodelloror dinanceewhen6""Bl"applc:able. Productsmanufacn.edanddiSlrlbutec:lbyReliablahavebeenprotectinglifeandpropertyfcrr:Nf!l80years,andareinstaledandaervlcedbylhemo&thighiyqualllledandreputa- blespin klerconb'aClorslocatsdthroUghoutlheUritedStale&. Canada and foreiglCOllllriea Manufactured by Rellalll~ The Reliable Aulomatic Spltlkler Co., Inc. (800)431-1588 Sales Offices (800)848-6051 Sales Fax (914)668-34 70 Corporate Offices www~ .can lnlemet Address Halllalorl lneslndfcale ~ orllliM'data EG. Prlnled lnU.SJ.. 121DO