Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
5835 OWENS AVE; ; AS983763; Permit
10/30/25, 11:05AM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about:blank Fees($) 801.25 AS983763 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS983763 5835 OWENS AV Status: ISSUED SPRINK Applied 6/25/1999 2120931100 Approved: 0 Issued: Inspector: COURTYARD MARRIOTT Add'I Fees ($) 0 Owner: CARLSBAD AIRPORT CENTRE OWNERS A C/O WEYERHAUSER VENTURE CO 21515 HAWTHORNE BLVD #310 TORRANCE CA Total($) 801.25 Balance($) 0 1/1 Carlsbad Fire Department 98011 2560 Orion Way Carlsbad, CA 92008 Fire Prevention (760) 931-2176 Plan Review Requirements Category: Auto Sprinkler Plan, UG Reviewed by: Date of Report: 05/26/2000 ------------ Name: Harris Fire Protecti Address: 820 W. Fletcher City, State: EH@[[!rlfJ!Orange CA [[92865 Plan Checker: Job#: 98011 ------- Job Name: Marriott Courtyard Bldg #: CB983763 ------------------ Job Address: 5835 Owens Av Ste. or Bldg. No. [8J Approved 0 Approved Subject to 0 Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 98011 2nd FD File# 3rd Other Agency ID Jun-02-00 09:31A ............. HARRIS FlRE PP.rl'tEC'l'l ON 820 W. FLETCHER AVE. ORANGE, CAL!FORN.(A HYDRAULIC CALCULATIONS FOR MARRIOTT COURTYARD OI.RLS!:11\D, CAL!FORNIA F1LE NUMBER, COURT-K ••• DATE,-Jun 02, 2000 !UTCBEN AREA OCCUPANcY CLASSIFICATION: ORD. HAZ. GRl' l D~NSI'rY: . 15 gpm/sq. ARE:A OF APl'LICATION: S HEADS COVERAGE PER SPRINKLER: 255 sq. ft. NUMBER OF SPRINKLERS C1U.,COLATED: 5 sp:rinklers TOTAL SPRINKLER WATER FLOW REQUlRED: 200.3 9Pm TOTAL WATER REQUIRED (including hose): 450.3 gpm FLOW AN!) PRESSURE (®SOR): 200.3 gpm !i!l SPRINKLER ORIFICE SIZE: 17/32 inc::h ~AME OF CONTllACTOR: HARRIS FIRE PROTECTION DESIGN/LAYOUT BY, AUIBORI'I'Y HAVING JURISDICTION: CITY OF CARLSBl\.O CONTRACTOR <:ERTIFICATION NUMSeR: Cl9-740061 ft . 26.3 STATIC AND RESIDUAµ PRESSURE REDUCED lOt FOR CALCULATIONS psi CALCULATIONS BY HASS COMPUTER PROGRA14 (LICENSE# 5 A2076B HRS SYSTEMS. INC. ATLIINTA, GA P.02 ' ...... Jun-OZ-00 09:31A P.03 Node Name llA 22A P' • Ill • .E:QOIVAL~ K··E'ACTOll CALCUI..A'.'.'OR spr. P~ess. Pipe dia. Pipe Ftgs. To~a1 H-W ~qu~v. K-!ac. (psi) (in) Len. (ft;.,) Len. Cf~) eQef. g-rac. ·••------------•••-------.,------••••----.••• .,._,, ______ _,_._w 11.40 11.1 11.40 11.1 11. 40 l.l. 1 l.l. 40 11. l ll.40 11.1 1.049 1..049 1. 049 1. 049 1.049 1.50 5.50 l. 50 1.50 5.50 ET E'l' ET ET ET 8.50 12.50 8.50 8.50 12.50 120 120 l.20 120 9.90 9.37 Jun-02-00 09:31A -----··-·--· P.04 .. .,.,. SPRINKLER SYSTEM HYDRAUL,C ANALYSIS Pagel couaT~K.SOF COMMON AREA ~~~e: 06/02/2000 .;:rs TITLE: COURTYARD BY M!lll.RIOTT-CJll!.LSBAD,CA. ;,;,,TER SUPPLY DATA ,;,'Ju"RCE STATIC aESlD. FLOW AVAIL. :'!OOE PRESS. PRESS. ® PRESS. :·r"c; (PST) (PSI) (GPM) {PS!J . 102.6 ltl.O 96H .O 102 .. 3 AGGREGATE FLOW ANl\LYSIS, TOTAL FI.OW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURC"F. OTHER HOSE STREAM ALLOWANCES TOTAL DISC!:IARGE FROM ACTIVE SPRlNICLERS :-:ODE ANALYSIS 'DATA . ~, :1 ~:A ~2 ELEVATION (FT) g.o 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 !1.0 9.0 9.0 9.0 9.0 9.0 9. 0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 o.o o.o NODE TYPE K= 9.90 IC• 9.37 lC= 9. 1.0 P'RESS'ORE (P$1) 16.S 16., 8 16.8 16.8 17.0 16,8 l.7.7 17.8 17.5 17.8 17.8 17.e 17.6 17.S 17.0 17.0 l.7.0 17.Q 17.0 17.0 17.0 17.0 17.0 17.0 17.2 17.0 15.0 J.B.9 21.0 2l.. 4 2.?.0 22.3 26.J ;!6. 3 ® TOTAL DEMAND (GPM) 450.3 4,50.3 250.0 0.0 200.3 DISCW\RGE (GPM) 41-$ '" 41. 0 3B.& RliQ'D PRESS. (PSI) 33,S GPM GPM GPM GPM Jun-OZ-00 09:3ZA SPRINKLER SYSTEM HYDRAULlC ANALYSIS Page 2 COUR.T-K.SDF COMMON 1U1£.A ~a~e, 06/02/2000 ..'~ll TJTLE: COURTYARD --.:ODE TAG ELS:VATION (FT) o.o 0.0 o.o f.' o.o o.o BY MARRIOTT- NODE TYPE ---- SOU.RC£ CAlU,SBAD, CA. PRJ::SSURE (l'SI) 26.3 3.l. 3 33.4 33-4 n.s DISCRAAGE (GPM) :.?00.3 ,..,, , ' ,. -' .Jun-02-00 09:32A _ . !":06 .. _, ___ . ---··----- Sl'RlNKLER S'l!'ST2M HYDRAULJ:C ANALYSTS Page 3 :.:·at:e: 06/02/2000 COURT-K.!3DF . "CB TITLE, COURTYARD BY MARRIOTT-CARLSBAD.CA . COMMON AREA .,r10E DATA PIPE '!'AG Q(GPM) DIA(INl L?:NGTH PRESS. END ELEV, NOZ. PT DISC. VEL(FPS) HW(Cl (FT) SUM NODES (FT) (Kl (PSll (OPM) ,· .L. /FT (PSI) Pipe: l o.o l,060 PL 9.00 PF 0.0 9-0 0.0 16.8 0.0 o.o 120 FTG PE o.o 9.0 0.0 16.B 0.0 0,000 n .. 9.00 PV 0.0 Pipe: 2 0.0 1.400 PL 6.00 FF o.o ~· !L 0 0.0 16.8 0.0 o.o 120 f'TG Pt 0.0 ,, !LO 0.0 16,8 o.o 0.000 TL 8.00 PV o.o Pipe: 3 0.0 l.639 PL 6.00 PF o.o " 9.0 0.0 115,8 o.o o.o 120 FTG PB 0.0 ., 9.0 o.o 16.A o.o 0.000 TL 6.00 PV 0.0 ....... -- Pipe: 4 0.0 2.l0-4 PL 10.00 PF o.o .. 9.0 o.o · .. ,:Hi,8 0.0 0.0 l.20 -F'rC. =.,._..,_ .. PE 0.0. P' r 9,0 9.4 l.6. 9 38 .4 0.000 TL 10.00 PV o.o Pipe: 4A -38-4 2 .104 PL . 11. 00 ?F fl. 2 -~ 9.0 9.4 16.8 38,4 3.S 120 F'l'G PE '·· (l. ()1E , .;;_ 9.0 9 ... 9 17.0 40.8 0,015 T!, 1 r .oo PV 0.1 Pipe: !) -79.2 2.104 PL 4.00 PF 0.8 :..A 9.0 9,9 11,0 40.8 7,J 120 FTG T PE 0.0 9,0 o.o 17.7 0.0 0.056 TL l.4.00 PV :·o. 4 Pipe, 6 o.o l.OBC PL 10.00 PF 0.0 1 9.0 0.0 l.7.8 0.0 0.0 120 FTG PE o.~ 0 9.0 o.o 17.8 0.0 0.000 TL 10,00 l'V O.o Pipe: 7 o.o l.400 PL 10.00 PF o.o ., 9.0 0.0 1. 7. 8 0.0 o.o 120 FTG PE 6.0 ~ 9.0 0.0 17.8 0.0 0.000 TL 10.00 PV 0. 0 Pipe: 8 0.0 1.639 PL 10,00 PF o.o 9,0 o.o 17.8 o.o o.o 120 FTG PE: 0.0 -~ 9.0 0.0 17.8 o.o 0.000 TL 10.00 PV 0.0 "•' Pipe: 9 0.0 2.l.04 PL 14. 00 PF 0.0 '" 9,0 0.0 17.8 0.0 o.o 120 FTG PE 0.0 !. l 9.0 o.o 1. 7. 8 0.0 0.000 TL 14-00 PV 0.0 k'ipe: l.O o.o 2,104 PL 25.00 PF o.o ... 9,0 o.o 17.8 o.o o.o 120 FTG 'l PE o.o : ,. 9.0 o.o 17.8 o.o 0.000 -rt. 35,00 l'V o.o Pipe, lOA 4l.. ~ 2-104 PL 4.00 PF 0.2 ' -9.0 0.0 17.8 0.0 3.8 120 FTG T PE 0.0 . " ; LA. 9.0 9.9 17.6 41. 'I 0. Ol 7 TL 14,00 PV 0.1 Pipe, ll 0.0 1.oea PL 10.00 PF o.o :.3 !LO 0.0 17.0 0.0 o.o 120 l'TG PE O.Q . ' 9.0 0.0 17.0 0.0 0.000 'l"L 10.00 PV 0.0 ~ ·----Jun-02-00 09:32A . -............. ..,. .. ----..,•• r P.07 r • U I SPR!NKLER SYSTEM HYDRAULIC NiALYSIS i;>age 4 :°:F:I.\P.: 06/02/2000 COURT-ICSDF !OB TITLE, COURTYARD BY MARRIOTT-'CARLSSAD,CJ\.. COMMON AREA :>tPE DATP. {eont,) ,;;I'E "l'AG Q (GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (PPSi HW(C) (FT) SUM. NOl)ES {FT) (Kl (PSI) (GPl'l.l ~•.L./'ilT (PSI) Pipe: l2 o.o l.400 PL 10.00 PF 0.0 .l.ti 9.0 0.0 17.0 0.0 0.0 120 FTG PE o.o i.?$ 9.0 0.0 l7.0 0.0 0.000 TL 10.00 PV o.o Pipe: 13 0.0 1,6351 PL 10.00 PF o.o .:.~ 9.0 o.o 17.0 o.o 0.0 1.20 FTG FE o.o . ~ 9.0 o.o 17.0 o.o 0.000 TL 10.ao PV 0.0 .. ' Pipe: 14 o.o :t.080 PL 6.00 P'f' 0.0 :~ 9.0 0.0 l7.0 o.o 0.0 120 FTG T PE o.o ~; 9.0 o.o J.7,0 o.o 0.000 TL 1.1-00 PV 0.0 Pipe: 15 o _·a l. oii"O PL •• l.00 PF·· .. o. 0 ·: 8 9.0 o.o .. 1.7. 0 0.0 0.0 120.f'fG. 1' PE 0.0 :P,,,· . ., 9.0 o.o 17,0 o.o 0.000 TL 6:·oo PV 0. 0 , ... • • Pipe: 16 o.o 2.104 PL 8.00 PF t-0. 0 ., 9,0 o.o l. 7. 0 0.0 o.o 120 FTG PE •.. '().;Q) ;c •1.0 o.o 17.0 o.o 0.000 TL 8,00· PV 0.0 Pipe: l. 7 o.o l.060 PL 6.00 PF 0.0 :_9 :LO 0.0 l.7.0 o.o 0.0 120 FTG 1' PE • ,; b·. o ~o 9.0 0.0 17.0 o.o 0.000 TL ll., 00 PV • O·.O Pipe, 18 0.0 l.080 PL 1.00 PF o.o .n !I . 0 o.o 17.0 a.o c; . 0 l20 FTC T PE! 0-.0 ·,~ .. ' 9.0 o.o 17.0 o.o 0.000 TL E,. oo PV 0.0 Pipe: 19 0.0 2,l04 PL 9.00 PF 0.0 ~o !I. 0 o.o 11.0 o.o 0.0 120 FTG pi;: o.o 2.2 9.0 o.o 17.0 o.o 0.000 TL 9·. 00 PV O·.O Pipe: .20 o.o 2.104 PL 6.60 PF 0.0 , .. 9.0 o.o l.7,0 o.o o.o 120 FTG PE 0.0 ""' z.:: 9.0 9.4 1?.0 18.6 0,000 TL 6.60 PV 0.0 Pipe, 21 -38.6 2.t04 PL 11.50 Pl." 0.2 23 9.0 9.4 17.0 38.6 3.6 J.20 FTG PE 0.0 i2A 9.0 9.9 17.2 41.0 0.015 TL 11. 5() l'V 0.l Pipe: 21A -19.6 2.104 PL 4.00 PF 0.8 J2A 9.0 9.9 17.2 4l.O 7.3 l.20 FTO T Pl> o.o ~4 9.0 0.0 19.0 o.o 0.057 TL 14, 00 PV 0.4 Pipe: 22 -79.2 3.260 PL 8.00 pi;-D. l. 6 9.0 0.0 17.7 o.o 3 . () 120 l'TG , . -pr;: 0.0 1.2 9.0 0,0 17.8 o.o 0.007 Tt e.oo p\l 0.1 Pipe: 23 -1.20.6 3.260 PL 11.00 PF 0.2 '2 9.0 o.o 17.8 o.o 4.6 120 FTG PE ,o.o ?.4 9.0 o.o 18.0 o.o 0.014 TL 11.oa pV 0.1 .I --------------- Jun-OZ-00 09:3ZA P.OB , .... --,~ ............ ·-----. ·-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page !!I )ii.~ a: 06/02/200D COURT·lt,SDl" .:01:1 TITLE, COUl<TYARD BY MARRIOTT• CARLSB<I.D,CA. COMMON AREA ·11r.-g DATA <cont.) "'"ll'E: TAG Q(GPM) DIA lIN) LENGl'J:i PR!!:5$. END ELEV. NOZ. PT DISC. VEL(FPSi HW(C) (FT! SUM, :i,:;oDES (FT) {K) {PSI) (GPM) F .L. /rT (PSI) Pipe, 24. -200.3 3.260 PL 7.00 Pf' 1.0 ' . 9.0 o.o 18.0 o.o 7.7 120 FTG T FE o.o -' ' -9.0 o.o 18.9 o.O 0.037 TL 27.00 FV 0.4 -, J.>ip": 25 -200.3 4.. 260 PL 192.00 FF 2.1 -l ~ 9.0 0.0 1B.9 o.o 4-5 120 FTG E PB 0.0 .::.; 9.0 0.0 21.0 0.0 0.010 TL 205.00 PV O.l Pipe: 26 -200.J 4.260 PL 28.00 PF 0.4 ;;._; !I. 0 0.0 21.0 o.o 4.5 120 FTG E PE 0.0 • 7 9.0 o.o 21.4 0.0 0.010 TL 41-00 PV 0.1 Pipe; 27 -200.J 4.260 PL 22.00 p"f" ••• 0.6 !I. 0 0. 0-2-1,,4 o.o 4.5 120 .. FTG .... JE PP: 0. 0 .. f'.: ;. B 51. 0 o.o 22.0 o.o 0.010 TL bl.OD PV 0.1 ~ipe, 28 -200.3 4.260 .PL 4.00 FF 0.3 ,e 9.0 0.0 22.0 o.o 4.5 120 FTG T PE •• •-o. o:i:' -, 9.0 o.o 22 .3. o.o 0.010 TL 30.00 PV 0.1 -.. Pipe, 29 -200.3 4.260 PL 9.00 .PF 0.1 :. !l !ii. 0 0.0 22.3 o.o 4.5 120 .fTG -:· --PE .,3. 9 :~ o.o 0.0 26.3 0.0 0.010 TL 9i00 PV .0.1 Pipe: 30 -200.3 8. 390 PL 5.00 Pf o.o A o.o 0.0 26.3 0.0 1.2 HO FTG L PE 0.0 0.0 o.o 26.3 0.0 0.00() TL 27.00 l:'V 0.0 .. Pipe: 31 -200.3 7.!180 PL 36.00 .PF o.o I! o.o 0.0 26.3 0.0 1. 3 150 FTG .2t PE 0.0 0.0 o.o 26.3 o.o 0.000 TL 74.00 PV o.o Pipe: 32 FIXED PRESSURE: i:.oss DEVICE D o.o a.o 33-3 o.o 7.0 [)Si, 200.3 gpm ,-o.o 0.0 26.3 0.0 Pipe: 33 200.3 7.980 PL 10.00 PF o.o . o.o 0.0 33.3 o.o 1.3 150 FTG T2T, PE o.o -· o.o 0.0 33.4 o.o 0.000 TI, 98.00 PV o.o Pipe: 34 -200.3 7,980 PL 1051.00 PF 0.1 J'i o.o o.o 33 .4 0.0 1.3 150 },"''tG TI. PE o.o -· o.o o.o 33.4 o.o 0.000 TL 178.00 PV 0.0 Pipe: 35 -200.3 7.980 l?L 62.00 PF o.o o.o 0.0 33 .4 o.o l . 3 150 FTG Tv PE 0.0 ' 0.0 SRCE 33_5 (N/A) 0.000 TL 118.00 PV o.o ,, Jun-OZ-00 09:33A SPRINKLER SYSTEM HYDRAULIC ANA~YSIS .·at•: 06/02/2000 .·,:,g TlTLE: COURTYARD DY MARRIOTT-CARLSBAD, CA. COMMON Pag•, COORT-IC.SDF AREA :rcTr.:s: (1.: Calculations wer., perform.,d by the HASS ~ .4. 0 c:omp1.1t.er: progr<1m under license no. 5 A2076B granted by HRS Systems, Inc. 4792 LaVisca !toad Tucker, GA 30084 \2·• The system has been balancArl i-o J.'lrovidP. an a,•erage imbalance at each node of 0. 001 gpm imd a maximum imbalance at any node of 0.053 gpm. Velocity pressures are printed for not used in balanc:ing t.he syst.em. is 7.7 ft/sec at pipe 24. ,4) E'IPI! FITTINGS TABLE Pipe Table Name: STANDARO.PIP information only, and are Maximum water velocity MATERIAL, T~L awe, 120 in Feet PAGE: B Diameter (in) Equivalent Fitting Lengths E T 0 '.L C B cQ A ·c, ,; D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk-' '-D~\l'Iii' ---.. -----------:---_______ , -----~----:-•----. ---·--··----••••• N Nl?Tee 3.260 9.00 20.00 7.00 22.00 13-00 l-00 lll.00 l~-00 20.00 4.260 13.00 26.00 8.00 29-00 16.00 3.00 26.00 13.00 26.00 PAGE: D MATERIAL: DIRON • H\IIC: 140 Diameter Equivalent Fitting Lengths in Feet ( i.n) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv Gat:Vlv NPTee .. i: e.390 31. 00 60.00 22.00 76.00 21. 00 7. 00. 60.00 PAGE: J;: MATERIAL, PVC150 HI-IC: l.50 Diameter Eguivalent Fitting Lengths in Feet (in) E T L C s G N Ell Tee LngEll ChkVl•, BfyVlv GatVlv NP'ree 7.960 26-00 so.co 19.00 64.00 1·1 .00 6.00 50.00 PAGE: G MATERIAL: DYNTHD HWC, 1;;0 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G R 0 Ell 'l'ee 45 CK.VA. BPLVA GATJ:: T·IIUN Jun-02-00 09:33A SPRINKLER SYSTEM.HYDRAULIC ANALYSIS ~a.ta, 06/02/2000 .~OB 'l'ITLE, COURTYARD BY Ml'.RRIOTT-CARLSl3AD,CA. COMMON l.080 1.400 1. 635' 2.104 ,LOO 3.00 4.00 5.00 5.00 6.00 8.00 10.00 1.00 1.00 2.00 2.00 5.00 7.00 !1, 00 ll.QO ,;.oo 6.00 6.00 6.00 1.00 1.00 1.00 1.00 P.10 r • &V Page 7 COURT-1<..SDF AREA l.. 00 1.00 2.00 ?. . 00 o.oo o.oo 0.00 0.00 -:.,D'.' l' . :l C : . )C )1, 'I, Jun-OZ-00 09:34A SPRINKLER SYSTEM HYPRAULlC ANALYsrs :ate: 06/02/2000 .,QB TITL2, COURTYARD BY MARRIOTT-CARLS!!AD, C~. COMMON .1ATKl1. SUPPLY CURVE 11 X ~ s :5 u R E: ~ .:: - 100 .. I • 01 99 .. \ \ ' \ \ :,)()+ \ I ' \ \ \ 01+ \ \ \ \ '2+ \ I \ \ \ e;:; .. \ \ \ \ !>4• \ \ \ \ 45+ \ \ \ \ JbT \ X \ \ \ 21+ \ \ \ 18+ LEGEND * <-18.0 psi 11; 96751 gpm" "Flow TQ,at Point. 9+ X ~ Required Water supply 33.47 psi a 450.3 gpm I O a Available Water Supply 102,31 psi@ 450.3 gpm ., " " n " n p. :t 1 r • .& • Page 6 COURT-R.SDF AREA P. i. r'" ,:. ;. O++-+•--+•~•~+---~~+------+--------+---··~~--~--------•·+~~--------·+ 32004800 6400 8000 9600 11200 l2SOO 14400 16000 FLOW (GPMl HARRIS FIRE PROTECTION 820 W. FLETCHER AVE. ORANGE, CALIFORNIA HYDRAULIC CALCULATIONS FOR MARRIOTT COURTYARD CARLSBAD, CALIFORNIA FILE NUMBER: COURT-CB DATE: Jul 12, 1999 FIRST FLOOR COMMON AREA -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: . 10 gpm/sq. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 19 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 632.5 gpm TOTAL WATER REQUIRED (including hose): 732.5 gpm ft . FLOW AND PRESSURE (@ BOR): 632.5 gpm @ 79.S SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: HARRIS FIRE PROTECTION DESIGN/LAYOUT BY: psi AUTHORITY HAVING JURISDICTION: CIYT OF CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: Cl6-740061 STATIC AND RESIDUAL PRESSURE REDUCED 10% FOR CALCULATIONS CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 5 A2076B HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS oa~e: 07/12/1999 Pagel COURT-CB.SDF AREA JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON WATER SUPPLY DATA SOURCE NODE TAG G STATIC PRESS. (PSI) 102.6 RES ID. FLOW PRESS. @ (PSI) (GPM) 18.0 9679.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 101.9 732.5 REQ'D PRESS. (PSI) 87.8 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES 732.5 GPM 100.0 GPM 0.0 GPM 632.5 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS ~ODE ANALYSIS DATA NODE TAG 3 7 3 9 10 11 ~3 :.4 15 :6 ~-7 :8 : 9 20 21 22 23 24 25 25 }. 7 28 29 _:,_ 8 ELEVATION (FT) 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 0.0 o.o 0.0 0.0 0.0 NODE TYPE K= 7.47 K= 7.47 K= 7.38 K= 7.47 K~ 7.47 K= 7.38 K= 7.32 K= 7. 38 K= 7.47 K= 7.47 K= 7. 4 7 K= 7.47 K= 7.47 K= 8.10 K= 8.10 K= 5.60 K= 5.60 K= 7.47 K= 7.32 PRESSURE (PSI) 20.6 23.3 25.9 27.9 29.7 36.6 17.8 20.3 23.1 26.0 28.2 36.9 12.1 13.9 15.9 15.2 18.0 16.4 17.8 19.5 18.5 22.1 24.8 38.1 46.5 63.7 67.2 72.3 74.9 79.5 79.6 79.8 86.8 87.0 DISCHARGE (GPM) 33.9 36.1 37.6 39.5 40.7 31.1 33.0 35.5 38.1 39.6 26.0 27.9 29.8 31.5 32.8 23.6 24.1 35.2 36.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 COURT•C!3.SPF COMMON AREA Date: 07/12/1999 JOB TITLE: COURTYARD NODE TAG ELEVATION G (FT) 0.0 0.0 BY MARRIO'l"T- NODE TYPE SOURCE CARLSBAD,CA. PRESSURE (PSI) 87.5 87.8 DISCHARGE (GPM) 632.S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 :.Jate: 07/l2/l999 COURT-CB.SDF JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON AREA ?IPE DATA PIPE TAG Q (GPM) DIA (IN) LENGTH t'RES$. !>ND ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (Kl (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -33.9 1.080 PL 9.00 PF 2·. 7 " 9.0 7.S 20.6 33.9 11. 9 120 FTG PE 0.0 2 9.0 7.5 23.3 36.l 0.300 TL 9.00 PV l.0 Pipe: 2 -70.0 l.400 PL 8.00 PF 2.6 ~ 9.0 7.5 23.3 36.1 14.6 120 FTG PE 0.0 3 9.0 7.4 25.9 37.6 0.324 TL 8.00 PV 1.4 Pipe; 3 -107.6 1.639 PL 6.00 PF 2.0 a 9.0 7.4 25.9 37.6 16.4 120 FTG PE 0.0 4 9.0 7.5 27.9 39.5 0.333 TL 6.00 PV 1.8 Pipe: 4 -147.1 2.104 PL 10.00 PF l. 8 4 9.0 7.5 27.9 39.5 13.6 120 FTG PE 0.0 -9.0 7.S 29.7 40.7 0.176 TL 10.00 PV 1.2 Pipe: 5 -187.8 2.104 PL 15.00 PF 6.9 . 9.0 7.5 29.7 40.7 17.3 120 FTG T PE 0.0 6 9.0 0.0 36.6 0.0 0.277 TL 25.00 PV 2.0 Pipe: 6 -31.1 1. 080 PL 10.00 PF 2.6 7 9.0 7.4 17.8 31.1 10.9 120 FTG PE 0.0 3 9.0 7.3 20.3 33.0 0.256 TL 10.00 PV 0.8 Pipe: 7 -64.1 1.400 PL 10.00 PF 2.8 ,q 9.0 7.3 20.3 33.0 13.4 120 FTG PE 0.0 -9.0 7.4 23.1 35.5 0.276 TL 10.00 PV 1.2 Pipe: 8 -99.6 1.639 PL 10.00 PF 2.9 9 9.0 7.4 23.1 35.5 15.1 120 FTG PE 0.0 .:. 0 9.0 7.5 26.0 38.1 0.289 TL 10.00 PV 1.5 Pipe: 9 -137.7 2.104 PL 14.00 PF 2.2 10 9.0 7.5 26.0 38.1 12.7 120 FTG PE 0.0 .. , 9.0 7.5 28.2 39.6 0.1S6 TL 14.00 PV 1.1 Pipe: 10 -177.3 2.104 PL 2S.00 PF 8.7 ::.1 9.0 7.5 28.2 39.6 16.4 120 FTG T PE o.o ;.2 9.0 0.0 36.9 0.0 0.249 TL 35.00 PV 1.8 Pipe: 11 -26.0 1.080 PL 10.00 PF 1. 8 13 9.0 7.5 12.1 26.0 9.1 120 FTG PE 0.0 :. ~ 9.0 7.5 13.9 27.9 0.183 TL 10.00 PV 0.6 Pipe: 12 -53.9 1.400 PL 10.00 PF 2.0 ~ .. 9.0 7.5 13.9 27.9 11.2 120 FTG PE 0.0 '" 9.0 7.5 15.9 29.8 0.200 TL 10.00 PV o .. 8 . :, Pipe: 13 -83.7 1.639 PL 10.00 PF 2.1 l.5 9.0 7.5 15.9 29.8 12.7 120 FTG PE 0.0 17 9.0 0.0 18.0 0.0 0.209 TL 10.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date, 07/12/1999 COURT-CB.SDF JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON AREA PIPE DATA (cont.) FIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -31. 5 1.080 PL 6.00 PF 2.9 16 9.0 8.1 15.2 31.5 11. 0 120 FTG T PE 0.0 : 7 9.0 0.0 18.0 0.0 0.262 TL 11. 00 PV 0.8 Pipe: 15 -32.B 1.080 PL 1.00 PF 1. 7 18 9.0 8.1 16.4 32.8 11. 5 120 FTG T PE 0.0 :7 9.0 0.0 18.0 o.o 0 .281 TL 6.00 PV 0.9 Pipe, 16 -148.0 2.104 PL 8.00 PF 1.4 1? 9.0 0.0 18.0 o.o 13.7 120 FTG PE 0.0 20 9.0 0.0 19.5 o.o 0.178 TL 8.00 PV 1.3 Pipe: 17 -23.6 1.080 PL 6.00 PF 1. 7 19 9.0 5.6 17.8 23.6 8.3 120 FTG T PE 0.0 20 9.0 0.0 19.5 0.0 0.153 TL 11.00 PV 0.5 Pipe: 18 -24.1 1.080 PL 1.00 PF 1.0 ."21 9.0 5.6 18.5 24.1 8.4 120 FTG T PE o.o I.J 9.0 0.0 19.5 o.o 0.159 TL 6.00 PV 0.5 Pipe: 19 -195.7 2.104 l?L 9.00 PF 2.7 20 9.0 0.0 19.5 0.0 18.1 120 FTG PE o.o 22 9.0 7.5 22.1 35.2 0.298 TL 9.00 PV 2.2 Pipe: 20 -230.9 2.104 PL 6.60 PF 2.7 :22 9.0 7.5 22.1 35.2 21. 3 120 FTG PE 0.0 :;3 9.0 7.3 24.8 36.5 0.405 TL 6.60 PV 3.1 Pipe: 21 -267.3 2.104 PL 15.00 FF 13.3 :::.1 9.0 7.3 24.8 36.5 24.7 120 FTG T PE 0.0 :i4 9.0 0.0 38.1 0.0 0.531 TL 25.00 PV 4.1 Pipe, 22 -187.8 3.260 PL 8.00 PF 0.3 :, 9.0 0.0 36.6 o.o 7.2 120 FTG PE 0.0 _2 9.0 0.0 36.9 a.a 0.033 TL 8.00 PV 0.4 Pipe: 23 -365.2 3.260 PL 11.00 PF 1. 2 •O : . ..:. 9.0 0.0 36.9 a.a 14.0 120 FTG PE o.o 24 9.0 0.0 38.1 o.o 0.112 TL 11.00 PV 1. 3 Pipe: 24 -632.5 3.260 PL 7.00 PF 6.4 :~4 9.0 0.0 38.1 o.o 24.3 120 F'TG T PE o.o ..!·:, 9.0 0.0 46.5 o.o 0.310 TL 27.00 PV 4.0 Pipe: 25 -632.5 4.260 PL 192.00 PF 17.3 /.:S 9.0 0.0 46.5 0.0 14.2 120 FTG E PE o.o 7E 9.0 0.0 63.7 o.o 0.084 TL 205.00 PV 1. 4 Pipe, 26 -632.5 4.260 PL 28.00 PF 3.5 .. ,:,:; 9.0 o.o 63.7 o.o 14.2 120 FTG E PE 0.0 -~ 9.0 0.0 67.2 0.0 0.084 TL 41.00 PV 1.4 Date: 07/12/1999 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON PIPE DATA (cont.) Page 5 COURT-CB.SDF AREA PIPE TAG Q(GPM) DIA(IN) LENGTH .PRESS. END ELEV. NOZ. NODES (FT) (K) PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT SUM. (PSI) 27 28 28 29 29 A 3 B Pipe: Pipe: Pipe: Pipe: Pipe: 27 9.0 9.0 28 9.0 9.0 29 9.0 0.0 30 0.0 0.0 31 0.0 0.0 Pipe: 32 0.0 0.0 Pipe: 33 0.0 0.0 Pipe: 34 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 Pipe: 35 0.0 0.0 0.0 SRCE "!OTES: 67.2 72.3 72.3 74.9 74.9 79.S 79.5 79.6 79.6 79.8 86.8 79.8 86.8 87.0 87.0 87.5 87.5 87.8 -632.S 0.0 14.2 0.0 -632.5 0.0 14.2 0.0 -632.S 0.0 14.2 o.o -632.5 0.0 3.7 0.0 -632.5 0.0 4.1 0.0 4.260 120 0.084 4.260 120 0.084 4.260 120 0.084 8. 390 140 0.002 7.980 150 0.003 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 22.00 3E 61.00 4.00 T 30.00 9.00 9.00 5.00 L 27.00 36.00 2L 74.00 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE 0.0 7.0 psi, 632.5 gpm 0.0 -632.5 0.0 4.1 0.0 -632.5 0.0 4.1 o.o -632.5 0.0 4.1 (N/A) 7.980 PL 150 FTG 0.003 TL 10.00 T2L 98.00 PF PE PV 7.980 PL 109.00 PF 150 FTG TL PE 0.003 TL 178.00 PV 7.980 PL 62.00 PF 150 FTG TG PE 0.003 TL 118.00 PV .5.1 o.o 1.4 2.5 0.0 1. 4 0.8 3.9 1.4 0.1 .o. o 0.1 0.2 o.o 0.1 0.3 0.0 0.1 0.5 o.o 0.1 0.3 o.o 0.1 ,1) Calculations were performed by the HASS 6.4.0 computer program under license no. S A2076B granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 i2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.160 gpm. Velocity pressures are printed for not used in balancing the system. is 24.7 ft/sec at pipe 21. information only, and are Maximum water velocity SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 COURT-CB.SDF COMMON AREA Date: 07/12/1999 JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv in Feet G A GatVlv AlmChk D DPVlv ----------~----------------------------------~---------- 3.260 4.260 PAGE: D Diameter (in) 8.390 PAGE: E Diameter ( in) 7.980 PAGE: G Diameter (in) 1.080 1.400 1.639 2.104 N NPTee 9.00 20.00 20.00 7.00 22.00 13.00 8.00 29.00 16.00 13.00 26.00 26.00 MATERIAL: DIRON HWC: 140 Fitting Lengths E Ell Equivalent T L Tee LngEll C B ChkVlv BfyVlv 31.00 60.00 22.00 78.00 21.00 MATERIAL: PVC150 HWC: 150 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv 26.00 50.00 19.00 64.00 17.00 MATERIAL: DYNTHD HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee 45 CK.VA. BFLVA 2.00 3.00 4.00 5.00 5.00 6.00 8.00 10.00 1.00 1.00 2.00 2.00 5.00 7.00 9.00 11.00 6.00 6.00 6.00 6.00 1.00 18.-00 13.00 3.00 26.00 13,00 in Feet G GatVlv N NPTee 7.00 60.00 in Feet G GatVlv N NPTee 6.00 50.00 in Feet G GATE 1.00 1.00 1.00 1.00 R T-RUN 1.00 1.00 2.00 2.00 D o.oo 0.00 0.00 0.00 . ' SPRINKLER SYSTEM liYDRAULIC ANALYSIS Date: 07/12/1999 ,JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD, CA. COMMON WATER SUPPLY CURVE 108+ I * 0/ 99+\ \ \ \ 9 0+ \ X \ 81+ P 72+ R E s s 'U R E p s 63+ 54+ _ 45+ 36+ 27+ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ----------==-==-=-=~----===z~=\ 18+ LEGEND * <-18.0 psi@ 9679 gpm" "Flow Test Point X C Required Water Supply n 87.80 psi @ 732.5 gpm " 9+ " 0 = Available Water Supply " 101.89 psi @ 732.5 gpm " " Page 7 COURT-CB.SDF AREA 0++-+---+----+-----+------+--------+--------+---------+-----------+ 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) HARRIS FIRE PROTECTION 820 W. FLETCHER AVE. ORANGE, CALIFORNIA HYDRAULIC CALCULATIONS FOR MARRIOTT COURTYARD CARLSBAD, CALIFORNIA FILE NUMBER: COURT-CB DATE: Jun 22, 1999 FIRST FLOOR COMMON AREA -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: . 10 gpm/sq. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. ft . NUMBER OF SPRINKLERS CALCULATED: 19 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 620.8 gpm TOTAL WATER REQUIRED (including hose): 870.8 gpm FLOW AND PRESSURE (@ BOR): 620.8 gpm@ 90.4 SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: HARRIS FIRE PROTECTION DESIGN/LAYOUT BY: psi AUTHORITY HAVING JURISDICTION: CIYT OF CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: Cl6-740061 STATIC AND RESIDUAL PRESSURE REDUCED 10% FOR CALCULATIONS CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 5 A2076B HRS SYSTEMS, INC. ATLANTA, GA "' C) p_ D n " ::, :n " n :::, 0 ~ C C ~ .,/// !Rte -TLoc.otlon 10/05/1992!2793 Lake, Av W /Charle< Go/ 12/09/1996:2819 Loker Av 09/09/1997 2641 loke< Av 09/03/1998 7020 Manzanita 02/06/1987 Marron t. Jelle;;on rear Marshalls 12/04/1998 Melrose & PoillSeltia 06/24/1986 M,saioo Eslaocia@ Stage<X>ach P~k 01/'27/1999 Ma>roe@ Gayle W., CHS 08/0511981 Mairoe @ Park 02/22119821 Navarra@ -Viejo Casbfta ' -02111119971· 5803 Newton _ _ _ 06/26/1996 5810 Newton 02119/19871Nor11l County Plaza onsite Marron l0/18/1984!0cean II Ca-~sba,fVo&,ge Or 10/18/1984 Ocean II Oak 07/2511989 Owens ~~--=--"=-:.~cc __ -----=-=~=--a -•• -· ------------- 05/25/99 5635 Owens -09/0811998 5700 PalmefV\/y-· 02/2611981 Pabmar Airpo<l Rd Hydrant 3 01/29/1999.2051 Palomar Airport Rd 02/26/1981'Patimar Airpo,t Rd@lllljll>eS 01/22/1996 ~51 Palomar Airport Rd 05/25/99 951 PalomiM' Airport Rd 04/03/1989 2006 Palomar Airport Rd 02110/1988'2210 Palomar Aa-port Rd 04/26/1983 Palorrar Oaks Rd, Elena 1 l/1311997 1910 Paloma, Oaks Wy 01t23i1998-1914& 19.16 Palomar Oaks Wy lot 41 -· --_03/12/1993 1945 Palomar Oaks Wy 05/17/1989 1949 Palomar Oaks Wy 02/11/19971969 Palom.3r_Oaks Wy 07/27/1981'1969 Palomar Oaks Wy 07/25/l989•Pascal Cl 11/20/1980'Paseo Del Norle 350" N of PAR An~s Carlsbad Fire Department Hydrant Flow Test C Statlc R~I I Pilot 135 126i 128 125; 1281 as! 110! 198!' 100 1ooi ' 45, 124: 78 105 192 88 975 40 BO 115 115 Orifice GPM 20PSI -d 75 2-trz' 1455 5758 OJ/MA 16"' -- 90 2-1/2" 1590 Grinnel 79 2-1/2" 1491 90 2-1/2" 1590 2-1/2" XL CFI RW/DJ 75 2-1/2" 1453 LB/Lindley 1476 3690 RW 78 2-1/2" 42 2-1/2" 30 2-1/2" 1090 7085 CFIIMA ----919 2055 48 4" 2976 5161 BO 2-1/2" 1494 CB 80 2-1/2" 1494 CB 110 125- 125 104 100 BS 58 4" 3257 6848 MS 97 n 2-112· 1482 7414 RW/gruvie 103 98 74 2-1'?-'. 1424 6~10 RW/grinne _ 14(l_ __HO ___ 90 _2:li'.?"_ 157~_i@_~ JC!i 114 110 110 2-112" 1756 9679 HarrisfAB n2 100 87 2-1/2" 1168 lif"!Juard 87 80 5 4" 960 2971 •6" main 116-18115-18 54 2-1/2" 2182 Schirmer 85 65 J 1 4" 2391 4311 10" main ; I . !>9, 581 _ 18! 4• 1800, 4033,12"FS TVI 70 651 36! 2-1/2" 1010 J495jTVA 95I 82: 651 2-1/2" 1354 1 3480iJCH 100! 951 70: 2-1/2" 1404: 6262;JCH ~-' . 12~J __ 9q!---~!.__2_:_'/2" ' 1190: _?082:_ - 135 100, : 2-'/2"' 1950: :1oousbial 1so: 143~ -124• 2-~12·_, 1aso: -k,rw,ne!VEr 95 95 ao: 2-1/2" ; 1503, :MA 115 110 ~ 2-112" 11628 _ 796~[JCH 100 SO 58 i 1278 ;CB 115 100 70 2-1/2" i 1404 l53'1;DJ 125 95 80 2-1/2" ! 1495 2937:JCH ' 78 48 30 4" ' 2350 3247 Page4 !I ,, "ll-.. o O 0 -.. " -,. .!.. g N, -: -n " " z 0 ;;; --, a, -., . ...._ ~ .,, ~ b' .,, 1 • l a • . 0 3 • 05/2711999 EQUIVALENT K-FACTOR CALCULATOR Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-W Equiv. Name K-fac. (psi) ( in) Len. (ft) Len. (ft) coef. K-fac. ----------------------------------------------------------------------- 1 8.10 10.3 1.049 1.50 ET 8.50 120 7.47 2 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 3 8.10 10.3 1. 049 3.00 ET 10.00 120 7.38 4 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 5 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 7 8.10 10.3 1. 049 3.00 ET 10.00 120 7.38 8 8.10 10.3 1.049 4.00 ET 11. 00 120 7.32 9 8.10 10.3 1. 049 3.00 ET 10.00 120 7.38 10 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 11 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 11 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 14 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 15 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 22 8.10 10.3 1. 049 1.50 ET 8.50 120 7.47 23 8.10 10.3 1. 049 4.00 ET 11.00 120 7.32 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 COURT-CB.SDF COMMON AREA Date: 06/22/1999 JOB TITLE: COURTYARD BY MARRIOTT- WATER SUPPLY DATA CARLSBAD,CA. SOURCE NODE TAG G STATIC PRESS. (PSI) 102.6 RESID. PRESS. (PSI) 18.0 @ FLOW (GPM) 9679.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS. @ (PSI) 101. 6 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A B C D E ELEVATION (FT) 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 0.0 0.0 0.0 0.0 0.0 NODE TYPE K= 7.47 K= 7.47 K= 7.38 K= 7.47 K= 7.47 K= 7.38 K= 7.32 K= 7.38 K= 7.47 K= 7.47 K= 7.47 K= 7.47 K= 7.47 K= 8.10 K= 8.10 K= 5.60 K= 5.60 K= 7.47 K= 7.32 HOSE STREAM PRESSURE (PSI) 19.2 21.7 24.2 26.0 27.7 34.1 16.8 19.2 21.8 24.5 26.6 34.8 12.1 13.9 15.9 15.2 18.0 16.4 17.8 19.5 18.5 22.1 24.8 38.1 58.4 75.0 78.4 83.3 85.8 90.4 90.5 90.7 97.7 97.9 TOTAL DEMAND (GPM) 870.8 REQ'D PRESS. (PSI) 99.0 870.8 GPM 100. 0 GPM 150.0 GPM 620.8 GPM DISCHARGE (GPM) 32.7 34.8 36.3 38.1 39.3 30.2 32.1 34.4 37.0 38.5 26.0 27.9 29. 8 31.5 32.8 23.6 24.1 35.2 36.5 150.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 COURT-CB.SDF COMMON AREA Date: 06/22/1999 JOB TITLE: COURTYARD NODE TAG ELEVATION F G (FT) 0.0 0.0 BY MARRIOTT- NODE TYPE SOURCE CARLSBAD,CA. PRESSURE (PSI) 98.6 99.0 DISCHARGE (GPM) 770.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/22/1999 COURT-CB.SDF JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON AREA PIPE DATA PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -32.7 1.080 PL 9.00 PF 2.5 1 9.0 7.5 19.2 32.7 11. 5 120 FTG PE 0.0 2 9.0 7.5 21. 7 34.8 0.281 TL 9.00 PV 0.9 Pipe: 2 -67.6 1. 400 PL 8.00 PF 2.4 2 9.0 7.5 21. 7 34.8 14.1 120 FTG PE 0.0 3 9.0 7.4 24.2 36.3 0.303 TL 8.00 PV 1. 3 Pipe: 3 -103.8 1. 639 PL 6.00 PF 1. 9 3 9.0 7.4 24.2 36.3 15.8 120 FTG PE 0.0 4 9.0 7.5 26.0 38.1 0.312 TL 6.00 PV 1. 7 Pipe: 4 -141.9 2.104 PL 10.00 PF 1.6 4 9.0 7.5 26.0 38.1 13.1 120 FTG PE 0.0 5 9.0 7.5 27.7 39.3 0.165 TL 10.00 PV 1. 2 Pipe: 5 -181.2 2.104 PL 15.00 PF 6.5 5 9.0 7.5 27.7 39.3 16.7 120 FTG T PE 0.0 6 9.0 0.0 34.1 0.0 0.259 TL 25.00 PV 1.9 Pipe: 6 -30.2 1.080 PL 10.00 PF 2.4 7 9.0 7.4 16.8 30.2 10.6 120 FTG PE 0.0 8 9.0 7.3 19.2 32.1 0.242 TL 10.00 PV 0.8 Pipe: 7 -62.3 1.400 PL 10.00 PF 2.6 8 9.0 7.3 19.2 32.1 13.0 120 FTG PE 0.0 9 9.0 7.4 21.8 34.4 0.261 TL 10.00 PV 1.1 Pipe: 8 -96.7 1.639 PL 10.00 PF 2.7 9 9.0 7.4 21. 8 34.4 14.7 120 FTG PE 0.0 10 9.0 7.5 24.5 37.0 0.273 TL 10.00 PV 1. 5 Pipe: 9 -133.7 2.104 PL 14.00 PF 2.1 10 9.0 7.5 24.5 37.0 12.3 120 FTG PE 0.0 11 9.0 7.5 26.6 38.5 0.147 TL 14.00 PV LO Pipe: 10 -172.2 2.104 PL 25.00 PF 8.2 11 9.0 7.5 26.6 38.5 15.9 120 FTG T PE 0.0 12 9.0 0.0 34.8 0.0 0.236 TL 35.00 PV 1. 7 Pipe: 11 -26.0 1.080 PL 10.00 PF 1. 8 13 9.0 7.5 12.1 26.0 9.1 120 FTG PE 0.0 14 9.0 7.5 13.9 27.9 0.183 TL 10.00 PV 0.6 Pipe: 12 -53.9 1.400 PL 10.00 PF 2.0 14 9.0 7.5 13.9 27.9 11.2 120 FTG PE 0.0 15 9.0 7.5 15.9 29.8 0.200 TL 10.00 PV 0.8 Pipe: 13 -83.7 1.639 PL 10.00 PF 2.1 15 9.0 7.5 15.9 29.8 12.7 120 FTG PE 0.0 17 9.0 0.0 18.0 0.0 0.209 TL 10.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/22/1999 COURT-CB.SDF JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON AREA PIPE DATA (cont.) PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -31. 5 1.080 PL 6.00 PF 2.9 16 9.0 8.1 15.2 31. 5 11. 0 120 FTG T PE 0.0 17 9.0 0.0 18.0 0.0 0.262 TL 11.00 PV 0.8 Pipe: 15 -32.8 1.080 PL 1.00 PF 1. 7 18 9.0 8.1 16.4 32.8 11. 5 120 FTG T PE 0.0 17 9.0 0.0 18.0 0.0 0.281 TL 6.00 PV 0.9 Pipe: 16 -148.0 2.104 PL 8.00 PF 1. 4 17 9.0 0.0 18.0 0.0 13.7 120 FTG PE 0.0 20 9.0 0.0 19.5 0.0 0.178 TL 8.00 PV 1. 3 Pipe: 17 -23.6 1.080 PL 6.00 PF 1.7 19 9.0 5.6 17.8 23.6 8.3 120 FTG T PE 0.0 20 9.0 0.0 19.5 0.0 0.153 TL 11. 00 PV 0.5 Pipe: 18 -24.1 1.080 PL 1.00 PF 1.0 21 9.0 5.6 18.5 24.1 8.4 120 FTG T PE 0.0 20 9.0 0.0 19.5 0.0 0.159 TL 6.00 PV 0.5 Pipe: 19 -195.7 2.104 PL 9.00 PF 2.7 20 9.0 0.0 19.5 0.0 18.1 120 FTG PE 0.0 22 9.0 7.5 22.1 35.2 0.298 TL 9.00 PV 2.2 Pipe: 20 -230.9 2.104 PL 6.60 PF 2.7 22 9.0 7.5 22.1 35.2 21. 3 120 FTG PE 0.0 23 9.0 7.3 24.8 36.5 0.405 TL 6.60 PV 3.1 Pipe: 21 -267.3 2.104 PL 15.00 PF 13.3 23 9.0 7.3 24.8 36.5 24.7 120 FTG T PE 0.0 24 9.0 0.0 38.1 0.0 0.531 TL 25.00 PV 4.1 Pipe: 22 -181.2 2.635 PL 8.00 PF 0.7 6 9.0 0.0 34.1 0.0 10.7 120 FTG PE 0.0 12 9.0 0.0 34.8 0.0 0.087 TL 8.00 PV 0.8 Pipe: 23 -353.5 2.635 PL 11.00 PF 3.3 12 9.0 0.0 34.8 0.0 20.8 120 FTG PE 0.0 24 9.0 0.0 38.1 0.0 0.298 TL 11.00 PV 2.9 Pipe: 24 2.635 PL 7.00 PF 20.3 9.0 0.0 38.1 0.0 120 FTG T PE 0.0 9.0 0.0 58.4 0.0 0.844 TL 24.00 PV 9.0 Pipe: 25 -620.8 4.260 PL 192.00 PF 16.7 25 9.0 0.0 58.4 0.0 14.0 120 FTG E PE 0.0 26 9.0 0.0 75.0 0.0 0.081 TL 205.00 PV 1. 3 Pipe: 26 -620.8 4.260 PL 28.00 PF 3.3 26 9.0 0.0 75.0 0.0 14.0 120 FTG E PE 0.0 27 9.0 0.0 78.4 0.0 0.081 TL 41.00 PV 1. 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 COURT-CB.SDF COMMON AREA Date: 06/22/1999 JOB TITLE: COURTYARD PIPE DATA (cont.) BY MARRIOTT-CARLSBAD,CA. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. NODES (FT) (K) PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT SUM. (PSI) 27 28 28 29 29 A A B B C D C D E E F F G Pipe: Pipe: Pipe: Pipe: Pipe: 27 9.0 9.0 28 9.0 9.0 29 9.0 0.0 30 0.0 0.0 31 0.0 0.0 Pipe: 32 0.0 0.0 Pipe: 33 0.0 0.0 Pipe: 34 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 H.S. 0.0 H.S. 0.0 0.0 Pipe: 35 0.0 0.0 0.0 SRCE NOTES: 78.4 83.3 83.3 85.8 85.8 90.4 90.4 90.5 90.5 90.7 97.7 90.7 97.7 97.9 97.9 98.6 98.6 99.0 -620.8 0.0 14.0 0.0 -620.8 0.0 14.0 0.0 -620.8 0.0 14.0 0.0 -620.8 0.0 3.6 0.0 -620.8 0.0 4.0 0.0 4.260 120 0.081 4.260 120 0.081 4.260 120 0.081 8. 390 140 0.002 7.980 150 0.003 PL FTG TL PL FTG TL PL FTG TL PL FTG TL PL FTG TL 22.00 3E 61.00 4.00 T 30.00 9.00 9.00 5.00 L 27.00 36.00 2L 74.00 PF PE PV PF PE PV PF PE PV PF PE PV PF PE PV FIXED PRESSURE LOSS DEVICE o.o 7.0 psi, 620.8 gpm 0.0 -620.8 0.0 4.0 150.0 -770.8 150.0 4.9 0.0 -770.8 0.0 4.9 (N/A) 7.980 150 0.003 PL FTG TL 10.00 T2L 98.00 PF PE PV 7.980 PL 109.00 PF 150 FTG TL PE 0.004 TL 178.00 PV 7.980 PL 62.00 PF 150 FTG TG PE 0.004 TL 118.00 PV 5.0 0.0 1.3 2.4 0.0 1. 3 0.7 3.9 1. 3 0.1 0.0 0.1 0.2 0.0 0.1 0.2 0.0 0.1 0.7 0.0 0.2 0.4 0.0 0.2 (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 5 A2076B granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.184 gpm. information only, and are Maximum water velocity SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 Page 6 COURT-CB.SDF AREA JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) 2.635 4.260 PAGE: D Diameter (in) 8.390 PAGE: E Diameter (in) 7.980 PAGE: G Diameter (in) 1.080 1.400 1.639 2.104 MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv N NPTee 8.00 17.00 6.00 19.00 10.00 17.00 13.00 26.00 8.00 29.00 16.00 26.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv 31. 00 60.00 22.00 78.00 21.00 MATERIAL: PVC150 HWC: 150 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv 26.00 50.00 19.00 64.00 17.00 MATERIAL: DYNTHD HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee 45 CK.VA. BFLVA 2.00 5.00 1.00 5.00 6.00 3.00 6.00 1.00 7.00 6.00 4.00 8.00 2.00 9.00 6.00 5.00 10.00 2.00 11.00 6.00 in Feet G A GatVlv AlmChk 1.00 14.00 3.00 26.00 in Feet G N GatVlv NPTee 7.00 60.00 in Feet G N GatVlv NPTee 6.00 50.00 in Feet G R GATE T-RUN 1.00 1.00 1.00 1.00 1.00 2.00 1.00 2.00 D DPVlv 14.00 13.00 D 0.00 0.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON WATER SUPPLY CURVE 108+ I * 10 99+X\ \ \ 90+ 81+ P 72+ R E s s u R E ( p s 63+ 54+ I 45+ ) 36+ 27+ 18+ 9+ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ==============================\ LEGEND * c-18.0 psi@ 9679 gpm'' Flow Test Point X = Required Water Supply 99.02 psi@ 870.8 gpm 0 = Available Water Supply 101.62 psi@ 870.8 gpm Page 7 COURT-CB.SDF AREA 0++-+---+----+-----+------+--------+--------+---------+-----------+ 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 COURT-CB JOB TITLE: COURTYARD BY MARRIOTT-CARLSBAD,CA. COMMON AREA WATER SUPPLY CURVE 100.0 80.0 V) Cl. w a ::, <.r> 60.0 <.r> w a Cl. w ~ <I: ~ 40.0 20.0 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 102.60 ps1 Res1d: 18.00 psi Flow: 9679.0 gpm 320~8006400 8000 9600 11200 12800 FLOW <GPM) 14400 16000 LEGEND Available pressure I DI. 62 pst e 870. 8 gpm Required pressure 99.02 psi e 870.8 gpm HARRIS FIRE PROTECTION 820 W. FLETCHER AVE. ORANGE, CALIFORNIA HYDRAULIC CALCULATIONS FOR MARRIOTT COURTYARD CARLSBAD, CALIFORNIA FILE NUMBER: COURT-lR DATE: Jun 22, 1999 FIRST FLOOR RESIDENTIAL AREA -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: N.A. gpm/sq. ft. 4 HEADS 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.6 gpm TOTAL WATER REQUIRED (including hose): 154.5 gpm FLOW AND PRESSURE (@ BOR): 45.6 gpm@ 54.6 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: HARRIS FIRE PROTECTION DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: Cl6-740061 STATIC AND RESIDUAL PRESSURE REDUCED 10% FOR CALCULATIONS CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 5 A2076B HRS SYSTEMS, INC. ATLANTA, GA N c:> 0... D 0 ~ n '\J ,, ::, 0 ~ <:: C ~ ,,// !Rte iloc..tlon 10/05/1992 1 2793 Lake, Av W /Chartef Go1 12/0911996:2819 Loker Av 09/09/1997 21>41 Loker Av 09/0311996 7020 Manzanita 02/06/1987 Marron & Jellerson rea, Marshalls 12.Kl4/1996 Melrose & Poir>Settia 0612411986 M1saioo Eslaocia @ st~h P...-k 01/27/1999 Mcnroe@ Gayle Wy CHS 08/05/1981 Monroe@ Park 02/2211982 J Navamo @ Viejo Casbfta l --. 02111/19971· 5803 Newlon 06/2611996 5810 Newton 02119/19871Norttl County Praza onsile Marron 10/18/1984 ,Ocean & Carlsbad VIiiage Dr 10/18/1984 Ocean & Oak Carlsbad Fire Department Hydrant Flow Test Static: Residual [Pilot 135' • 126! _j . .. ! Orifice ·GPM 20PSI - 75 2-1/Z' 1455 5758 DJ/MA 16" -. -. 1211! 12s; 90 2-1/2" 1590 Grinnel 1281 124, 79 2-112· 11e! 78 90 2-112· 110! 105 2-112· ' 1981 192, 100 88 75 2-112· 78 2-1/2" 100: 97.5 42 1-112· 1-112· 45, 40 30 ' 110, llO 48 4" ,-112· 125. 115 BO ~ ~-112· 125 115 BO ~ 104 B5 58 4" 1491 XL 1590 CFI 1453 1476 RW/DJ LB/Lindley J690 RW n 2-112· 2-112" 1482 7414 RW/gr1nne 74 2-112· 103 9ll 74 2-112· 1424 6510 RW/gr1nne _07/2511989 Owens -.· 1-1,:?.: -~--_..,.,110 110 ·-' .?O ;.... . ... ····-···-· 05/25199 5835 Owens 09/0611998 5700 Palmer Wy 02/2611981 _Pabmar Ailporl Rd Hydranl 3 01/29/1999.2051 Palomar Airport Rd . 02126/1981 •Patimar Airport Rd@ HUjl_llcs 01 /22119961~51 ~ lo,nar Airport Rd 05/25199 951 Palomar Airport Rd 04/03/1989 2006 Palomar Airport Rd 02/10/1988 :2210 Palomar Airport Rd· • 04/26/1983 Palorrar Oaks Rd, Elena 11/13/1997 1910Patomar0aks\l',.,. ----·-~ 0112311998 1914&1916 Palonlar~ Wy lot 41 DJ/1211993 1945 Palomar Oaks Wy 05117/1989 1949 Palomar Oaks Wy 0211111997 1969 Palomar Oaks Wy 011n,100 ,, 1969 Pa1oma,0aks Wy 07/25/1989iPascal C1 11/20/1980:Paseo Del Norte 350" N of PAR An~s 110 2-1n· 114 110 110 2-1n· 1155 0019 HamSIAt, 1,2 100 87 80 116-18115-18 85 65, ~; __ ss1_ 70' 651 95; 82i 10ot t 951 C 90i 12.'.lJ _ -----r--· 135 100· 150· 143: 95 gs 115 110 100 &O 115 100 125 95 78 48 Page 4 87 2-112" 116B Lil~uard 5 4" 960 2971•6" main 54 2 -112" 2182 Schirmer 31 4" 2391 431110-maiJ> I , 18! 4• 1BOO, 4033:12"FS TW 361 2-112" 1010 3495iTVA 651 2-1/2" 1354 1 3480jJCH 70; 2-112" 1404; 6262iJCH soi 2-·12· 1190, 2082: -• -~2-112• ' 1950: • ---:1ndusllial 124: 2:~12· _, 1sso: -tG-rir1ne111E1 80; 2-1/2" ; 1503, :MA 94 _ ~: 1J?' [ ~28 _ 796~ [ ~CH 58 i 1278 ,CB 70 2-1/2" i 1404 l5~iDJ 80 2-112" ! 1495 2937·JCH • 30 4• '2350 3247 !I ii ~I ~1 ! Tl .. " z 0 io ... en -.J • ..... t:; ·n u \,' ~ " • • a ~ > ;;; • , 3 • ) 05/27/1999 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 COURT-lR.SDF FLOOR RESIDENTIAL Date: 06/22/1999 JOB TITLE: MARRIOTT WATER SUPPLY DATA COURTYARD-CARLSBAD-1st SOURCE NODE TAG G STATIC PRESS. (PSI) 102.6 RESID. PRESS. (PSI) 18.0 @ FLOW (GPM) 9679.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS.@ (PSI) 102.6 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 6 7 25 26 27 28 29 A B C D E F G ELEVATION (FT) 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 9.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 NODE TYPE SOURCE PRESSURE (PSI) 20.3 21. 0 31.2 20.5 21. 0 31. 5 33.2 41.4 41. 6 41. 6 41. 7 41. 7 45.6 45.6 45.6 52.6 52.7 52.7 52.7 TOTAL DEMAND (GPM) 154.5 REQ'D PRESS. (PSI) 52.7 154.5 GPM 100.0 GPM 0.0 GPM 54.5 GPM DISCHARGE (GPM) 13.5 13.7 13.6 13.8 54.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/22/1999 COURT-lR.SDF JOB TITLE: MARRIOTT COURTYARD-CARLSBAD-1st FLOOR RESIDENTIAL PIPE DATA PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -13.5 1.080 PL 13.00 PF 0.7 1 9.0 3.0 20.3 13.5 4.7 120 FTG PE 0.0 2 9.0 3.0 21. 0 13.7 0.055 TL 13.00 PV 0.2 Pipe: 2 -27.2 1.080 PL 46.00 PF 10.2 2 9.0 3.0 21. 0 13.7 9.5 120 FTG T PE 0.0 3 9.0 0.0 31.2 0.0 0.200 TL 51.00 PV 0.6 Pipe: 3 -13. 6 1.080 PL 10.00 PF 0.6 4 9.0 3.0 20.5 13.6 4.8 120 FTG PE 0.0 5 9.0 3.0 21. 0 13.8 0.055 TL 10.00 PV 0.2 Pipe: 4 -27.3 1.080 PL 47.00 PF 10.5 5 9.0 3 . 0 21. 0 13.8 9.6 120 FTG T PE 0.0 6 9.0 0.0 31. 5 0.0 0.201 TL 52.00 PV 0.6 Pipe: 5 -27.2 1. 639 PL 12.00 PF 0.3 3 9.0 0.0 31. 2 0.0 4.1 120 FTG PE 0.0 6 9.0 0.0 31. 5 0.0 0.026 TL 12.00 PV 0.1 Pipe: 6 -54.6 1. 639 PL 10.00 PF 1. 7 6 9.0 0.0 31. 5 0.0 8.3 120 FTG T PE 0.0 7 9.0 0. 0 33.2 0.0 0.095 TL 18.00 PV 0.5 Pipe: 7 -54.6 1. 639 PL 75.00 PF 8.2 7 9.0 0.0 33.2 0.0 8.3 120 FTG ET PE 0.0 25 9.0 0.0 41.4 0.0 0.095 TL 87.00 PV 0.5 Pipe: 8 -54.6 4.260 PL 192.00 PF 0.2 25 9.0 0.0 41.4 0.0 1. 2 120 FTG E PE 0.0 26 9.0 0.0 41. 6 0.0 0.001 TL 205.00 PV 0.0 Pipe: 9 -54.6 4.260 PL 28.00 PF 0.0 26 9.0 0.0 41. 6 0.0 1. 2 120 FTG E PE 0.0 27 9.0 0.0 41.6 0.0 0.001 TL 41.00 PV 0.0 Pipe: 10 -54.6 4.260 PL 22.00 PF 0.1 27 9.0 0.0 41. 6 0.0 1.2 120 FTG SE PE 0.0 28 9.0 0.0 41. 7 0.0 0.001 TL 87.00 PV 0.0 Pipe: 11 -54.6 4.260 PL 7.00 PF 0.0 28 9.0 0.0 41. 7 0.0 1. 2 120 FTG E PE 0.0 29 9.0 0. 0 41. 7 0.0 0.001 TL 20.00 PV 0.0 Pipe: 12 -54.6 4.260 PL 9.00 PF 0.0 29 9.0 0.0 41.7 0.0 1.2 120 FTG PE 3.9 A 0.0 0.0 45.6 0.0 0.001 TL 9.00 PV 0.0 Pipe: 13 -54.5 8.390 PL 5.00 PF 0.0 A 0.0 0.0 45.6 0.0 0.3 140 FTG L PE 0.0 B 0.0 0.0 45.6 0.0 0.000 TL 27.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/22/1999 COURT-lR.SDF JOB TITLE: MARRIOTT COURTYARD-CARLSBAD-1st FLOOR RESIDENTIAL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) ( K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -54.6 7.980 PL 36.00 PF 0.0 B 0.0 0.0 45.6 0.0 0.3 150 FTG 2L PE 0.0 C 0.0 0.0 45.6 0.0 0.000 TL 74.00 PV 0.0 Pipe: 15 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 52.6 0.0 7.0 psi, 54.6 gpm C 0.0 0.0 45.6 0.0 Pipe: 16 -54.6 7.980 PL 10.00 PF 0.0 D 0.0 0.0 52.6 0.0 0.4 150 FTG T2L PE 0.0 E 0.0 0.0 52.7 0.0 0.000 TL 98.00 PV 0.0 Pipe: 17 -54.6 7.980 PL 109.00 PF 0.0 E 0.0 0.0 52.7 0.0 0.3 150 FTG TL PE 0.0 F 0.0 0.0 52.7 0.0 0.000 TL 178.00 PV 0.0 Pipe: 18 -54.5 7.980 PL 62.00 PF 0.0 F 0.0 0.0 52.7 0.0 0.3 150 FTG TG PE 0.0 G 0.0 SRCE 52.7 (N/A) 0.000 TL 118.00 PV 0.0 NOTES: ( 1) Calculations were performed by the HASS 6.4.0 computer program under license no. 5 A2076B granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.058 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 9.6 ft/sec at pipe 4. information only, and are Maximum water velocity SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 COURT-lR.SDF FLOOR RESIDENTIAL Date: 06/22/1999 JOB TITLE: MARRIOTT COURTYARD-CARLSBAD-1st (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) 4.260 PAGE: D Diameter ( in) 8.390 PAGE: E Diameter ( in) 7.980 PAGE: G Diameter (in) 1.080 1. 639 MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv N NPTee 13.00 26.00 8.00 29.00 16.00 26.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv 31. 00 60.00 22.00 78.00 21. 00 MATERIAL: PVC150 HWC: 150 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv 26.00 50.00 19.00 64.00 17.00 MATERIAL: DYNTHD HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee 45 CK.VA. BFLVA 2.00 5.00 1.00 5.00 6.00 4.00 8.00 2.00 9.00 6.00 in Feet G A GatVlv AlmChk 3.00 26.00 in Feet G N GatVlv NPTee 7.00 60.00 in Feet G N GatVlv NPTee 6.00 50.00 in Feet G R GATE T-RUN 1.00 1.00 1.00 2.00 D DPVlv 13.00 D 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 COURT-lR.SDF FLOOR RESIDENTIAL Date: 06/22/1999 JOB TITLE: MARRIOTT WATER SUPPLY CURVE COURTYARD-CARLSBAD-1st 108+ I O* I\ 99+\ 90+ 81+ P 72+ R E s s u R E ( p s 63+ 54+ XI I I 45+ ) 36+ 27+ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ==============================\ 18+ LEGEND * <-18.0 psi@ 9679 gpm" 9+ X = Required Water Supply 52.66 psi@ 154.5 gpm o = Available Water Supply 102.56 psi@ 154.5 gpm Flow Test Point O++-+---+----+-----+------+--------+--------+---------+-----------+ 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 JOB TITLE: MARRIOTT WATER SUPPLY CURVE COURT-lR COURTYARD-CARLSBAD-1st FLOOR RESIDENTIAL 100.0 80.0 ~ "' a. w 0: :::, V) 60.0 V) w 0: 0. w C) <le C) 40.0 20.0 0.0 WATER SUPPLY ANALYSIS Static: I 02.60 psi Res id: I 8.00 psi Flow: 9679.0 gpm 320618006400 8000 9600 11200 12800 FLOW <GPMJ 14400 16000 LEGEND Available pressure 1D2.56 psL ~ 154.5 gpm Required pressure 52.66 psL ~ 154.5 gpm HARRIS FIRE PROTECTION 820 W. FLETCHER AVE. ORANGE, CALIFORNIA HYDRAULIC CALCULATIONS FOR MARRIOTT COURTYARD CARLSBAD, CALIFORNIA FILE NUMBER: COURT-2R DATE: Jun 22, 1999 SECOND FLOOR RESIDENTIAL -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: N.A. gpm/sq. ft. 4 HEADS 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.5 gpm TOTAL WATER REQUIRED (including hose): 154.5 gpm FLOW AND PRESSURE (@ BOR): 54.5 gpm@ 63.5 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: HARRIS FIRE PROTECTION DESIGN/LAYOUT BY: L ______,- AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: Cl6-740061 STATIC AND RESIDUAL PRESSURE REDUCED 10% FOR CALCULATIONS CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 5 A2076B HRS SYSTEMS, INC. ATLANTA, GA N Cl 0.. D n " ::, ,, " 1> :, 0 ~ C C ~ _, Date Loc..«lon 10/05/1992 2793 Lake, Av W /Chartet Go1 12!0911996 2619 loker Av 09/0911997 2641 Loker Av 09"03/1998 7020 Manzanita 02105/1987 Marron & Jefferson re.w Marshalls 12J0411998 Melrose & Poi"5eltia ----·· 06/24/1966 M1S8ioo Eslaricia @Stag~h P.:1rk 01/27/1999 Mcs>roe@ Gayle Wy CHS 06/05/1981 Monroe @ ~k 02/22) 19821 Navarra @ Viejo C.l,sblla ' -02/11/199715803 Newton 06/2611996 5810 ~ 02/19/19871Norttt County Plaza onsite Marron 10/18/1984!0cean & C.irlsbac.-Vtlag_e Or 10/18/1984 Ocean & Oak 07f2~~~Q-,ens_ .,., __ ._ ·-·=··~=-"·''··'•'-· 05/25/99 5835 Owens ·•-~/00fl998. 5700 Paimer'Wy 02/2611981 Pabmar Ailpoo Rd Hydrant 3 01129/1999:2051 Palomar Airport Rd 0212611961l'Pat:Jmar Airport .Rd@ HUjj_iles 01/2211996 951 Paloma, Airport Rd 05/25199 951 Palomar Airport Rd . 04/031198912006 Paloma, A.-port Rd 0211011988 '2210 Palomar A.-port Rd -• 04/26/1983 Palorrar Oaks Rd, Elena 11/13/1997 1910 Palomar Oaks Wy 01123/1998 ·1914& 1916 Palonlar~ Wy lot_41 03/1211993 1945 Palomar Oaks Wy 05/17/1989 1949 Pabmar Oaks Wy 0211111997 1969 Pahmar Oaks Wy 0112111951i1959 Pa1onia,oaksWy 07/25/1989iPascal Cl 1 l/20/1980'Paseo Del Norte 350' N of PAR Ander%0fls Carlsbad Fire Department Hydrant Flow Test Static . ResKtual IPitot 135, 126! _J --! . 12a1 125; 1281 as! 110 i 1981° 100 1ooi I 45i 110 125. 125 104 124' 78 105 192 88 97.5 40 80 115 115 85 Orifice GPM 75 2-1/1:' 1455 90 2-112" 1500 79 2-1/2" 1491 90 2-1/2" 1590 2-1/2" 75 2-1/2" 1453 78 2-1/2" 1476 42 2-112" 1090 20PSI WilMWd 5758 OJ/MA 16" Grinnet XL CFI RW/DJ lB/Liodley 3690 RW 7085 CFIIMA 30 2 -112· 919 2055 46 4" 2976 5161 80 2-1/2" 1494 CB 80 2-112" 1494 CB 58 4" 3257 6848 MS 100 97 n 2-112· 1482 7414 RW/grinne: 103 __ 98 74 2-1/?'. 1424 6~10RW/grinne .. , ,,_ .. J1B--_yQ .. -~ _2: l-'.?"_ -~7~ .i®.~ JC!i ' 114 110 110 2-1/2' 17!;6 9679 Harris/AB I I • 1,2 100 87 80 87 2-1/2" 1166 5 4" 960 '116-18115-18 54 2-112" 2182 Lif"lJuard 2971 •6" main Schirmer 65 65, ~; __ s0j _ 70: 651 95; • 100! 82, • 951 31 4" 18 4" 36 2-1/2" 2391 4311 10" main 1800, 4033 12"FS TVJ 1010 3495 TVA 651 2-1/2" 13541 3460 JCH 70; 2-1/2" 1404: 6262 JCH 9Di 50! 2-'/2" 1190: 2082 C 12_4} 135 150• ··100:--• • -~i~112·' 1950 -•• :fr~!uslrial 143"' -124; 2-~/2"~ 1850: -k;,..,ne!VEI 95 95 50; 2-1/2" : 1503, :MA 1!5 110 -~-?-1J'?: [1_~28_ 796~lJCH 100 &O 58 i 1278 ;CB 115 100 70 2-1/T [ 1404 3534,DJ 125 95 80 2-1/2" ! 1495 2937:JCH ' _l 78 48 30 4" ' 2J50 3247 Page 4 ""I "I 0 1 "'I ..., l: -:r o 0 0 • g V !!!. ~ ~ . ~ ~ l • I ~ • 05/27/1999 a ~ ;; " SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 COURT-2R.SDF RESIDENTIAL Date: 06/22/1999 JOB TITLE: COURTYARD BY MARRIOTT- WATER SUPPLY DATA SECOND FLOOR SOURCE STATIC RESID. FLOW AVAIL. NODE PRESS. PRESS. @ PRESS. TAG (PSI) (PSI) (GPM) (PSI) G 102.6 18.0 9679.0 102.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 22.0 K= 3.00 20.2 2 22.0 K= 3.00 20.7 3 22.0 ----22.2 4 22.0 K= 3.00 20.5 5 22.0 K= 3.00 20.9 6 22.0 ----22.5 7 22.0 27.6 8 22.0 ----45.5 9 22.0 ----53.6 29 9.0 ----59.5 A 0.0 ----63.5 B 0.0 ----63.5 C 0.0 ----63.5 D 0.0 ----70.5 E 0.0 70.5 F 0.0 70.5 G 0.0 SOURCE 70.5 TOTAL REQ'D @ DEMAND PRESS. (GPM) (PSI) 154.5 70.5 154.5 GPM 100.0 GPM 0.0 GPM 54.5 GPM DISCHARGE (GPM) 13.5 13.6 --- 13.6 13.7 ------ --- ------ --- --- --- --- --- 54.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/22/1999 COURT-2R.SDF JOB TITLE: COURTYARD BY MARRIOTT-SECOND FLOOR RESIDENTIAL PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) ( K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 -13.5 1.109 PL 14.00 PF 0.4 1 22.0 3.0 20.2 13.5 4.5 150 FTG PE 0.0 2 22.0 3.0 20.7 13.6 0.032 TL 14.00 PV 0.1 Pipe: 2 -27.1 1.109 PL 8.00 PF 1. 5 2 22.0 3.0 20.7 13.6 9.0 150 FTG T PE 0.0 3 22.0 0.0 22.2 0.0 0.116 TL 13.00 PV 0.5 Pipe: 3 -13.6 1.109 PL 14.00 PF 0.4 4 22.0 3.0 20.5 13.6 4.5 150 FTG PE 0.0 5 22.0 3.0 20.9 13.7 0.032 TL 14.00 PV 0.1 Pipe: 4 -27.3 1.109 PL 8.00 PF 1. 5 5 22.0 3.0 20.9 13.7 9.1 150 FTG T PE 0.0 6 22.0 0.0 22.5 0.0 0.117 TL 13.00 PV 0.6 Pipe: 5 -27.1 1. 602 PL 13.50 PF 0.3 3 22.0 0.0 22.2 0.0 4.3 150 FTG PE 0.0 6 22.0 0.0 22.5 0.0 0.019 TL 13.50 PV 0.1 Pipe: 6 -54.5 1.602 PL 65.00 PF 5.1 6 22.0 0.0 22.5 0.0 8.7 150 FTG T PE 0.0 7 22.0 0.0 27.6 0.0 0.070 TL 73.00 PV 0.5 Pipe: 7 -54.5 1. 602 PL 249.00 PF 18.0 7 22.0 0.0 27.6 0.0 8.7 150 FTG T PE 0.0 8 22.0 0.0 45.5 0.0 0.070 TL 257.00 PV 0.5 Pipe: 8 -54.5 1.602 PL 54.00 PF 8.1 8 22.0 0.0 45.5 0.0 8.7 150 FTG 6ET PE 0.0 9 22.0 0.0 53.6 0.0 0.070 TL 116.00 PV 0.5 Pipe: 9 -54.5 2.157 PL 12.00 PF 0.3 9 22.0 0.0 53.6 0.0 4.8 120 FTG PE 5.6 29 9.0 0.0 59.5 0.0 0.025 TL 12.00 PV 0.2 Pipe: 10 -54.5 4.260 PL 10.00 PF 0.0 29 9.0 0.0 59.5 0.0 1.2 120 FTG PE 3.9 A 0.0 0.0 63.5 0.0 0.001 TL 10.00 PV 0.0 Pipe: 11 -54.4 8.390 PL 5.00 PF 0.0 A 0.0 0.0 63.5 0.0 0.3 140 FTG L PE 0.0 B 0.0 0.0 63.5 0.0 0.000 TL 27.00 PV 0.0 Pipe: 12 -54. 5 7.980 PL 36.00 PF 0.0 B 0.0 0.0 63.5 0.0 0.3 150 FTG 2L PE 0.0 C 0.0 0.0 63.5 0.0 0.000 TL 74.00 PV 0.0 Pipe: 13 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 70.5 0.0 7.0 psi, 54.5 gpm C 0.0 0.0 63.5 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/22/1999 COURT-2R.SDF JOB TITLE: COURTYARD BY MARRIOTT-SECOND FLOOR RESIDENTIAL PIPE DATA (cont.) PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) ( K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -54.5 7.980 PL 10.00 PF 0.0 D 0.0 0.0 70.5 a.a 0.3 150 FTG T2L PE 0.0 E 0.0 0.0 70.5 0.0 0.000 TL 98.00 PV 0.0 Pipe: 15 -54.5 7.980 PL 109.00 PF 0.0 E 0.0 0.0 70.5 0.0 0.3 150 FTG TL PE 0.0 F 0.0 0.0 70.5 0.0 0.000 TL 178.00 PV 0.0 Pipe: 16 -54.5 7.980 PL 62.00 PF 0.0 F 0.0 0.0 70.5 0.0 0.3 150 FTG TG PE 0.0 G 0.0 SRCE 70.5 (N/A) 0.000 TL 118.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 5 A2076B granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.137 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 9.1 ft/sec at pipe 4. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B Diameter (in) 2.157 4.260 PAGE: D Diameter (in) MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv N NPTee 6.00 12.00 4.00 14.00 7.00 12.00 13.00 26.00 8.00 29.00 16.00 26.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVlv BfyVlv in Feet G A GatVlv AlmChk 1.00 12.00 3.00 26.00 in Feet G N GatVlv NPTee D DPVlv 12.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/22/1999 COURT-2R.SDF JOB TITLE: COURTYARD BY MARRIOTT-SECOND FLOOR RESIDENTIAL 8.390 31. 00 60.00 22.00 78.00 21. 00 7.00 60.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 26.00 50.00 19.00 64.00 17.00 6.00 50.00 PAGE: F MATERIAL: BLZMSR HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G R X Ell Tee 45 CK BFLVA GATE T-RUN COUP 1.109 7.00 5.00 1.00 5.00 6.00 1.00 1.00 1.00 1.602 9.00 8.00 2.00 9.00 6.00 1.00 1.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 COURT-2R.SDF SECOND FLOOR RESIDENTIAL Date: 06/22/1999 JOB TITLE: COURTYARD WATER SUPPLY CURVE 108+ I O* I\ 99+\ 90+ 81+ P 72+ R X E s s u R E p s 63+ 54+ I 45+ ) 36+ 27+ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BY MARRIOTT- \ \ \ \ \ \ \ \ \ \ \ \ ==============================\ 18+ LEGEND * <-18.0 psi@ 9679 gpm" 9+ X = Required Water Supply 70.47 psi@ 154.5 gpm 0 = Available Water Supply 102.56 psi@ 154.5 gpm Flow Test Point 0++-+---+----+-----+------+--------+--------+---------+-----------+ 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 COURT-2R JOB TITLE: COURTYARD BY MARRIOTT-SECOND FLOOR RESIDENTIAL WATER SUPPLY CURVE ~ ~ 0. ~ w a ::J (J) (J) w a 0. w (!) <I: (!) WATER SUPPLY ANALYSIS Static: 102.60 psi Resid: 18.00 psi Flow: 9679.0 gpm 120.0 LEGEND 100.0 80.0 60.0 40.0 20.0 0.0 320~8006400 8000 9600 11200 12800 FLOW <GPM) 14400 16000 Available pressure 102.56 PSI e 154.5 gpm Required pressure 70.47 psi e 154.5 gpm HARRIS FIRE PROTECTION 820 W. FLETCHER AVE. ORANGE, CALIFORNIA HYDRAULIC CALCULATIONS FOR MARRIOTT COURTYARD CARLSBAD, CALIFORNIA FILE NUMBER: COURT-3 DATE: Jun 22, 1999 THIRD FLOOR RESIDENTIAL -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: N.A. gpm/sq. ft. 4 HEADS 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.1 gpm TOTAL WATER REQUIRED (including hose): 154.1 gpm FLOW AND PRESSURE (@ BOR): 54.1 gpm@ 58.6 psi SPRINKLER ORIFICE SIZE: 3/8 inch NAME OF CONTRACTOR: HARRIS FIRE PROTECTION DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-740061] STATIC AND RESIDUAL PRESSURE REDUCED 10% FOR CALCULATIONS CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 5 A2076B HRS SYSTEMS, INC. ATLANTA, GA N c:> 0... 'D 'n i" ! :, .,, ; " 11> ,:, 1o ~ <: C ~ I / Carlsbad Fire Department Hydrant Flow Test CRle Tloc..Clon Static , Restdual !Pilot Orifice GPM 20PSI -d 10/05/1992!2793 Loke, Av W /Chartl!< C:.01 12/09/1996 :2819 Loker Av 09/09/1997 2841 Loker Av 09/0311998.7020 Manzanita 02106/1987 Marron & Jefler,;on rea, Marshalls 12/04/1996 Melrose & Poir>Sett,a --·----06/24/1~86 Mission Estaricia @_Stag~h Pilrk 01~7f1999 Mooroe@ Gayle Wy CHS. 08/05/1981 Monroe@ Park 02122/ 1962 i Navana @Viejo Castifta . ---~ --~--- 0211!/19971·5803 ~!' 06/2611996 5810 Newton 135' 126i _.J ... 128j 12.s: 128; 124, as! 78 110' 105 ' 1981 192 100 88 1ooi ' 97.5 45, 40 110· 80 125. 115 125 115 75 2-11'1:' 1455 5758 OJ/MA 16" 90 2-1/2" 1590 Grinnel 79 2-1/2" 1491 XL 90 2-1/2" 1590 CFI 2-1/2" RW/DJ 75 2-1/2" 1453 LB/Lindley 78 2-112" 1476 3690 RW 42 2-1/2" 1090 7085 CFIIMA ·-30 2-1'2" 919 2055 48 4" 2976 5161 BO 2-1/2" 1494 CB BO 2-1/2" 1494 CB 104 65 58 4" 3257 6848 MS 02119/19871Nor1'1 County Plaza onsite Mwron 10/1B/1984!0cean & Carlsba,,-Vllage Dr 100 97 n 2-1/2" 1482 7414 RW/g:rnne t0/18/1984 ·Ocean & Oak • 103 98 74 2-1/2" 1424 6510 RW/gflnne p712~J_!!!l9 ·o_,,,.!J!!S = _ . ., . . . . . .... , . 14.~:........::.1.1\L,,--.~~90 ..2: 1,::t_1J7~ .lQ.9-.s:l JCH __ I 05125199 58350wen& • 114 110 110 ~-1'2'. ~7W 9679 t-iaqisfAB 09/08!1998 5700PamerWy 1 1,2 100 87 2-1/2" 1168 lif"l}uard 02/26/1981 _Pabmar Airport Rd Hydranl 3 [ • 87 80 5 4" 960 2971 •6" main 01/29/1999.2051 Palomar Airport Rd '116-18115-18 54 2-112" 2182 Schirmer 02126/1981•Pabmar Airport Rd@ HuglMos -85-65, 31; 4" ·01/22/19961~51 ~l<marAirportRd ·-!!9; _ 581 _ 18! 4" 05/25/99 951 Paloma, Airport Rd 70' 651 36' 2-1/2" 04/031198912006 Paloma, Aa'port Rd 95, 0211011988 '2210 Palomar A.port Rd 1 ool • •. -------. -I 04/26/1983 Palorrar Oaks Rd, Elena 124 • 82; t 951 90i 2391 4311 10• mai~ 1 BOO, 4033 f2"FS TV, 1010 3495 TVA 1354 1 3480 JCH 1404: 6262 JCH 1190, 2082 11/13/1997 1910 Paloma, Oaks.Wy 1f5~ ---100:-- 01123il998-1914&1916 pa,on,a, o..ks Wy lot41 150: 143~ _Q:311211993 1945 P~lomarOaksWy· • • 95 55 1)5/17/1989 1949 Palomar Oaks Wy 115 _ _ . _ --·-.. 110 02111/1997 1969 Pak>mar Oaks Wy ! 100 . __ . . ---.. . ' ()7/27/1987'1969 PalomarDaksWy • 115 __ GO 100 07/2511989•Pascal c1 -I 125 95 11/20/1980'Paseo Del Norte 350' N of PAR Andet-so<is ' 78 ' 48 30 4" ' 2350 3247 Page 4 ~, ~I ~I ~ • 0 • a Q < 5 •I ~ 0512//1999 Q ~ ~ " Node Name Spr. K-fac. EQUIVALENT K-FACTOR CALCULATOR Press. Pipe dia. (psi) (in) Pipe Len. (ft) Ftgs. Total H-W Equiv. Len. (ft) coef. K-fac. ----------------------------------------------------------------------- 2 3.00 20.3 1.109 1.50 ET 10.68 120 2.96 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/22/1999 COURT-3.SDF JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) G 102.6 18.0 9679.0 102.6 154.1 65.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 154.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 32.0 ----21. 7 --- 2 32.0 K= 2.96 20.8 13.5 3 32.0 K= 2.96 20.8 13.5 4 32.0 ----21.5 --- 5 32.0 ----21.8 --- 6 32.0 K= 2.96 21.0 13.6 7 32.0 K= 2.96 21.0 13.6 8 32.0 ---21. 6 --- 9 32.0 ----22.1 --- 10 32.0 21. 8 --- 11 32.0 ----22.6 --- 12 32.0 ---22.0 --- 13 32.0 ----23.7 --- 14 32.0 ----22.1 --- 15 32.0 ----30.7 --- 16 32.0 ----26.4 --- 17 32.0 ----30.7 --- 18 32.0 ---26.3 --- 19 32.0 ---30.9 --- 20 32.0 30.7 --- 21 32.0 ----26.2 --- 22 32.0 ---30.5 --- 23 32.0 ----25.8 --- 24 32.0 ----30.4 --- 25 32.0 ---24.9 --- 26 32.0 ----24.9 --- 27 32.0 ----35.8 --- 28 32.0 ----44.5 --- 29 9.0 ----54.7 --- A 0.0 58.6 --- B 0.0 58.6 --- C 0.0 58.6 --- D 0.0 65.6 --- E 0.0 ----65.6 --- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 JOB TITLE: COURTYARD NODE TAG ELEVATION F G (FT) 0.0 0.0 MARRIOTT-CARLSBAD, CA. THIRD FLOOR NODE TYPE PRESSURE DISCHARGE SOURCE (PSI) (GPM) 65.6 65.6 54.1 Page 2 COURT-3.SDF SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 06/22/1999 COURT-3.SDF JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 14.4 1.109 PL 17.00 PF 0.9 1 32.0 0.0 21. 7 0.0 4.8 150 FTG T2R PE 0.0 2 32.0 3.0 20.8 13.5 0.036 TL 24.00 PV 0.2 Pipe: 2 0.9 1.109 PL 13.00 PF 0.0 2 32.0 3.0 20.8 13.5 0.3 150 FTG PE 0.0 3 32.0 3.0 20.8 13.5 0.000 TL 13.00 PV 0.0 Pipe: 3 -12.6 1.109 PL 19.00 PF 0.7 3 32.0 3.0 20.8 13. 5 4.2 150 FTG T PE 0.0 4 32.0 0.0 21. 5 0.0 0.028 TL 24.00 PV 0.1 Pipe: 4 14.4 1.400 PL 13.00 PF 0.1 5 32.0 0.0 21.8 0.0 3.0 150 FTG PE 0.0 1 32.0 0.0 21.7 0.0 0.012 TL 13.00 PV 0.1 Pipe: 5 15.6 1.109 PL 17.00 PF 0.8 5 32.0 0.0 21.8 0.0 5.2 150 FTG 2R PE 0.0 6 32.0 3.0 21.0 13.6 0.041 TL 19.00 PV 0.2 Pipe: 6 2.0 1.109 PL 13.00 PF 0.0 6 32.0 3.0 21.0 13.6 0.7 150 FTG PE 0.0 7 32.0 3.0 21.0 13.6 0.001 TL 13.00 PV 0.0 Pipe: 7 -11.6 1.109 PL 19.00 PF 0.6 7 32.0 3.0 21.0 13.6 3.8 150 FTG T PE 0.0 8 32.0 0.0 21.6 0.0 0.024 TL 24.00 PV 0.1 Pipe: 8 12.6 1.400 PL 13.00 PF 0.1 8 32.0 0.0 21.6 0.0 2.6 150 FTG PE 0.0 4 32.0 0.0 21. 5 0.0 0.009 TL 13.00 PV 0.0 Pipe: 9 30.0 1.400 PL 7.00 PF 0.3 9 32.0 0.0 22.1 0.0 6.2 150 FTG PE 0.0 5 32.0 0.0 21.8 0.0 0.045 TL 7.00 PV 0.3 Pipe: 10 5.0 1.109 PL 51.00 PF 0.3 9 32.0 0.0 22.1 0.0 1.7 150 FTG 2T3R PE 0.0 10 32.0 0.0 21. 8 0.0 0.005 TL 64.00 PV 0.0 Pipe: 11 24.2 1. 400 PL 7.00 PF 0.2 10 32.0 0.0 21. 8 0.0 5.0 150 FTG PE 0.0 8 32.0 0.0 21. 6 0.0 0.030 TL 7.00 PV 0.2 Pipe: 12 35.0 1. 400 PL 8.00 PF 0.5 11 32.0 0.0 22.6 0.0 7.3 150 FTG PE 0.0 9 32.0 0.0 22.1 0.0 0.059 TL 8.00 PV 0.4 Pipe: 13 7.2 1.109 PL 51. 00 PF 0.6 11 32.0 0.0 22.6 0.0 2.4 150 FTG 2T4R PE 0.0 12 32.0 0.0 22.0 0.0 0.010 TL 65.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 06/22/1999 COURT-3.SDF JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR PIPE DATA (cont.) PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) ( K) (PSI) (GPM) F .L. /FT (PSI) Pipe: 14 19.1 1.400 PL 8.00 PF 0.2 12 32.0 0.0 22.0 0.0 4.0 150 FTG PE 0.0 10 32.0 0.0 21. 8 0.0 0.019 TL 8.00 PV 0.1 Pipe: 15 42.2 1.400 PL 13.00 PF 1.1 13 32.0 0.0 23.7 0.0 8.8 150 FTG PE 0.0 11 32.0 0.0 22.6 0.0 0.084 TL 13.00 PV 0.5 Pipe: 16 11. 9 1.109 PL 51. 00 PF 1. 6 13 32.0 0.0 23.7 0.0 4.0 150 FTG 2T4R PE 0.0 14 32.0 0.0 22.1 0.0 0.025 TL 65.00 PV 0.1 Pipe: 17 11. 9 1.400 PL 13.00 PF 0.1 14 32.0 0.0 22.1 0.0 2.5 150 FTG PE 0.0 12 32.0 0.0 22.0 0.0 0.008 TL 13.00 PV 0.0 Pipe: 18 10.3 1.109 PL 202.00 PF 4.2 15 32.0 0.0 30.7 0.0 3.4 150 FTG 2T9R PE 0.0 16 32.0 0.0 26.4 0.0 0.019 TL 221.00 PV 0.1 Pipe: 19 10.3 1.400 PL 13.00 PF 0.1 17 32.0 0.0 30.7 0.0 2.1 150 FTG PE 0.0 15 32.0 0.0 30.7 0.0 0.006 TL 13.00 PV 0.0 Pipe: 20 10.5 1.109 PL 202.00 PF 4.4 17 32.0 0.0 30.7 0.0 3.5 150 FTG 2T9R PE 0.0 18 32.0 0.0 26.3 0.0 0.020 TL 221.00 PV 0.1 Pipe: 21 -10.3 1. 400 PL 13.00 PF 0.1 18 32.0 0.0 26.3 0.0 2.1 150 FTG PE 0.0 16 32.0 0.0 26.4 0.0 0.006 TL 13.00 PV 0.0 Pipe: 22 20.8 1. 400 PL 5.00 PF 0.1 19 32.0 0.0 30.9 0.0 4.3 150 FTG PE 0.0 17 32.0 0.0 30.7 0.0 0.023 TL 5.00 PV 0.1 Pipe: 23 -33.4 1. 400 PL 3.00 PF 0.2 20 32.0 0.0 30.7 0.0 7.0 150 FTG PE 0.0 19 32.0 0.0 30.9 0.0 0.054 TL 3.00 PV 0.3 Pipe: 24 10.7 1.109 PL 202.00 PF 4.5 20 32.0 0.0 30.7 0.0 3.5 150 FTG 2T9R PE 0.0 21 32.0 0.0 26.2 0.0 0.021 TL 221.00 PV 0.1 Pipe: 25 -20.8 1. 400 PL 8.00 PF 0.2 21 32.0 0.0 26.2 0.0 4.3 150 FTG PE 0.0 18 32.0 0.0 26.3 0.0 0.023 TL 8.00 PV 0.1 Pipe: 26 -22.7 1. 400 PL 7.00 PF 0.2 22 32.0 0.0 30.5 0.0 4.7 150 FTG PE 0.0 20 32.0 0.0 30.7 0.0 0.027 TL 7.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 06/22/1999 COURT-3.SDF JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 10.9 1.109 PL 202.00 PF 4.7 22 32.0 0.0 30.5 0.0 3.6 150 FTG 2T9R PE 0.0 23 32.0 0.0 25.8 0.0 0.021 TL 221.00 PV 0.1 Pipe: 28 -31. 5 1.400 PL 7.00 PF 0.3 23 32.0 0.0 25.8 0.0 6.6 150 FTG PE 0.0 21 32.0 0.0 26.2 0.0 0.049 TL 7.00 PV 0.3 Pipe: 29 -11. 8 1.400 PL 13.00 PF 0.1 24 32.0 0.0 30.4 0.0 2.5 150 FTG PE 0.0 22 32.0 0.0 30.5 0.0 0.008 TL 13.00 PV 0.0 Pipe: 30 11.8 1.109 PL 202.00 PF 5.5 24 32.0 0.0 30.4 0.0 3.9 150 FTG 2T9R PE 0.0 26 32.0 0.0 24.9 0.0 0.025 TL 221.00 PV 0.1 Pipe: 31 11. 8 1. 400 PL 3.00 PF 0.0 26 32.0 0.0 24.9 0.0 2.5 150 FTG PE 0.0 25 32.0 0.0 24.9 0.0 0.008 TL 3.00 PV 0.0 Pipe: 32 -42.3 1.400 PL 11.00 PF 0.9 25 32.0 0.0 24.9 0.0 8.8 150 FTG PE 0.0 23 32.0 0.0 25.8 0.0 0.084 TL 11.00 PV 0.5 Pipe: 33 -54.1 1.400 PL 3.00 PF 1. 2 13 32.0 0.0 23.7 0.0 11. 3 150 FTG T PE 0.0 25 32.0 0.0 24.9 0.0 0.133 TL 9.00 PV 0.9 Pipe: 34 -54.1 1. 400 PL 25.00 PF 4.9 19 32.0 0.0 30.9 0.0 11.3 150 FTG 2T PE 0.0 27 32.0 0.0 35.8 0.0 0.133 TL 37.00 PV 0.9 Pipe: 35 -54.1 1.400 PL 51.00 PF 8.7 27 32.0 0.0 35.8 0.0 11. 3 150 FTG ET PE 0.0 28 32.0 0.0 44.5 0.0 0.133 TL 65.00 PV 0.9 Pipe: 36 -54.1 2.635 PL 25.00 PF 0.2 28 32.0 0.0 44.5 0.0 3.2 120 FTG PE 10.0 29 9.0 0.0 54.7 0.0 0.009 TL 25.00 PV 0.1 Pipe: 37 -54.1 4.260 PL 9.00 PF 0.0 29 9.0 0.0 54.7 0.0 1. 2 120 FTG PE 3.9 A 0.0 0.0 58.6 0.0 0.001 TL 9.00 PV 0.0 Pipe: 38 -54 .1 8.390 PL 5.00 PF 0.0 A 0.0 0.0 58.6 0.0 0.3 140 FTG L PE 0.0 B 0.0 0.0 58.6 0.0 0.000 TL 27.00 PV 0.0 Pipe: 39 -54 .1 7.980 PL 36.00 PF 0.0 B 0.0 0.0 58.6 0.0 0.3 150 FTG 2L PE 0.0 C 0.0 0.0 58.6 0.0 0.000 TL 74.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 Page 6 COURT-3.SDF JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) F.L./FT PRESS. SUM. (PSI) Pipe: 40 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 65.6 0.0 7.0 psi, 54 .1 gpm C 0.0 0.0 58.6 0.0 Pipe: 41 -54.1 7.980 PL 10.00 PF 0.0 D 0.0 0.0 65.6 0.0 0.3 150 FTG TL PE 0.0 E 0.0 0.0 65.6 0.0 0.000 TL 79.00 PV 0.0 Pipe: 42 -54.1 7.980 PL 109.00 PF 0.0 E o.o 0.0 65.6 0.0 0.3 150 FTG TL PE 0.0 F 0.0 0.0 65.6 0.0 0.000 TL 178.00 PV 0.0 Pipe: 43 -54.1 7.980 PL 62.00 PF 0.0 F 0.0 0.0 65.6 0.0 0.3 150 FTG TG PE 0.0 G 0.0 SRCE 65.6 (N/A) 0.000 TL 118.00 PV 0.0 NOTES: ( 1) Calculations were performed by the HASS 6. 4. 0 computer program under license no. 5 A2076B granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.064 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 11.3 ft/sec at pipe 33. information only, and are Maximum water velocity (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 20.801 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 20.846 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 20.802 psi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet Page 7 COURT-3.SDF PAGE: B Diameter ( in) E T L C B G A D DPVlv Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk N NPTee 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31. 00 60.00 22.00 78.00 21.00 7.00 60.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 26.00 50.00 19.00 64.00 17.00 6.00 50.00 PAGE: F MATERIAL: BLZMSR HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G R X Ell Tee 45 CK BFLVA GATE T-RUN COUP 1.109 7.00 5.00 1.00 5.00 6.00 1.00 1.00 1.00 1.400 8.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR WATER SUPPLY CURVE 108+ I O* I\ 99+\ 90+ 81+ P 72+ R E s s u R E ( p s 63+ 54+ I 45+ ) 36+ 27+ X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ==============================\ 18+ X = 9+ 0 = LEGEND Required Water * c-18.0 psi@ 9679 gpm'' "Flow Test Point Supply " 65.57 psi @ 154.1 gpm " " Available Water Supply " 102.56 psi @ 154.1 gpm " " Page 8 COURT-3.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR GRID FLOW DIAGRAM 14.4 29.9 . 35.0 [XXX] -Node l] -->--*-->--*--<--[ 14. 5 1. 0 12. 5 5] -->--*-->--*--<--[ 15. 6 2. 0 11. 5 Numbers 4] 12.5 8] . 24.1 . 9] -------->--------[ 10] 5.1 "" 19.1 [ 11] -------->--------[ 12] ' 7.3 ' 42.2 11. 9 13] -------->"-------[ 14] 12.0 Page 9 COURT-3.SDF • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/22/1999 COURT-3 JOB TITLE: COURTYARD MARRIOTT-CARLSBAD, CA. THIRD FLOOR WATER SUPPLY CURVE 100.0 80.0 Ill 0. ~ w 0: :::, (f) 60.0 (f) w 0: 0. w co <I: co 40.0 20.0 0.0 WATER SUPPLY ANALYSIS Static: 102.60 psi Resid: 18.00 psi Flow: 9679.0 gpm 320el8006400 8000 9600 11200 12800 FLOW <GPM) 14400 16000 LEGEND Avatlable pressure 102. 56 psi e 154. 1 gpm Required pressure 65. 57 psl e 154. 1 gpm \ OCT.22 '99 1•14PM R GASPAR BFGOODRICH CORZAN CPVC . FROM: BOB GASPAR WESTERN REGIONAL MANAGER BFGOODRICH -. BLAZEMASTER TEL/FAX: 6612692053 • Tb: GARY HARRIS ' HARRIS FIRE PROTECTION .• FAX: 714 685 0'.179 COLLEEN BALCH CARLSBAD; CALIFORNIA FIRE DEPARTMENT FAX: 760. 929 0256 .TEL: 760 ~31 2127 .· RE: BLAZEMASTER CAULK AND WALK +1 805 269 2053 P. V10 SUITABILITY FOR MARRIOTT COURTYARD PROJECT ATTACHED ARE THE Cl.IT SHEETS THAT DETAIL THE PROPER METHOD OF INSTALLING OUR UL LISTED MATERIAL, ' IF YOU HAVE ANY FURTHER 00E$TIONS CONCERNING LISTING OR :NSTALLATION, PLEASE, CALL o.R FAX 661 269 2053 BOB GASPAR OCT.22 '99 1:15PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 P.3/10 • -~r"".'22 "!'gg i•: 15PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 TempRlte Engneerea Thermoplostfes DMslon ' ' t BlazeMaster Fire Sprinkler Systems BLAZF.MASTE;R CAlJLK & WALK UL T.:,sted Systems NONMETALLIC PIPE: '111111: 1111!""""'!11!1i.llEUI' ·.--; ) :·"·") [ • (•p::,,··~-' CAJ ;1.21.1, ?.• (or small...-) CPVG pipe for use in closed piping sy$t~rns. 2 Hour·Conccete floor or Wall A~!1emblie• WL 2151: '?" (01 ~mall<':r) C:PVC. pipe for use in closd piping system~. l -or 7.: Ho\1r C,,ypium Wallboard Assemblies • METALLIC PIP.E: CAJ tll'l9: ft'" (rn ~mallcr) Steel. Pipe or -1'' (or small«) CQlll'IC>f l>ipe. 2 ! lnur Concrets1 Fluor or Wall A~<1emblies Wl. l 147: 4" (or s,inalfor) Stc .. <ll l'ipc or4" (11r $111&11cr) Copper Pipe. I .or '1. liol.ll' Gypsum Wallboard Assemhlic.; • P,4/10 ........ ' - OCT. 22 '99 1: 15PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 P.5/10 1 (!1'211our.F1reRatm Thmugh ~~ibrSingle Mdallfo Pipe 1hrough n.--wans • BlazeMaster9 -:,,.--lll!JD8 ~ llOI ll>-1o B~Canlk&Walk. WL 1147 F-Rati.11g == l and 2 Hr. T-Rating ;= 0 Hr, ✓ . 3 (D . ,Pce--Rntcd Gypsum W!illbo~rd/Stud W~U MCl)'ll;,ly @ Metallic Pipe -A) Suiel ripe-4"d1Am, (or smaller) Sch. 40 (or heavier) s"'8l pipe. · B) Iron Pipe-4" diilm. (or~) l.lMt l)t du(:ttlc lrall pipe. . . C) Co.iiduit .-4" _diam. ( Of smaller) BMl' or rigid stcc1 contit. D) ~ctl\ibing • 4" diuA. (orsmallcr)~L(e1,, hcavic,t) coppcrtut,!q. . ·.. . . Il.) Copper Pipe~ 4" diam.(« smaller) Regular (or hta'l'itr) copp,c pipe, ! .. The aritrularapll')C:ihall bemln. 114•to max. 518" wi1blD. Gao~ mt«II- ®: J31azoniast.er Caulk&i·Walk -Min. 112• lhiolcnessof,calant appliedwithia~ . . .. . . l>Rl)e<t.: tori«m· lmlllller. i Additiou.t. ~t \Q 1;18 installed. such dlllt a min. 1/4" c:nmn b • furmtll ~ 1ho penoln\tiQG i-. . ... ..._....,.... ___ .._ ...&k_.,._ ..... ....,._, • Aftj,lllllll(Wffll-TmM, .... ,.,~-~ ---------n.: Wli;III& ~ W.1t47 SiJ;oo,t•"'' L:::::::.:..-=----.....,;..~c:;:;.:;:.l:,y:~ •.• J.Pltd/0. T~ .. - ... __ . • -------··· OCT.22 '99 1:16PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 --p-:_:::6/:::1=0==:----:. ,.__, .---------.-~--~------------~------ CAJ 1289 ·-:-:-: / ..... -.. -.. --.... ········"····· ...... -..... -.. ....... ·- 2BourFf;reRaW.Througb. ~Pkesloptw.Singl.: MeeatPipeflttough -CouueflooraotW.US'llsing B~Omlk&Walk. F-lliltlng =2 Hr. T-Rating=()Hr. (i) !\,...Rated Cu11c,ete floor.;orBlock Wall,; Min. 4-112" thi.cknoss. @ Metallic Pipe: A) ·steel J'ipo -R" dlnin. ( Qr amaller) SdJ 10 (or heavtl".I") steel pl-pc. tl). lro11 Pipe· S"' ,.iiam. (or sma\k,) ca.\tordw,tlle imnpipe. C). (:Onduit -4" ,lin.1)1. (or emaUer) f!MT ot 11teel co,,dmr. ' D) O>ppcr T)lblll& -4'" diam. (or 9lllell!r} 'f)'PC L (or hllavi«) copper IUbfDS. _B) Co9j,er iiipe~_4" diam, (or ~l\eglllar(m-htmol) ·: ifi>crp . @ .. ~g Material~ Sn !able below for the mim:nl \IIIOOI imalaticm (min. 4..0 pr,l) nqm,•11vm .@ Blazemastu Caulk & Walk-~ fable Jx:Jaw tor minioMn lhlcknels of soel-nt tl.pply sealanrtl• witi WI) of &or 8Uc'flW:e ar-wflh both sidGs of& wail ll'llc:m1:>b', J\>t1,$lai SpKo .. .gape, Jg .• • Ill t<> 1-318 1/'lw l-318 ; MilL ~g lllti<rial 'f111dmot,t; ;n. .. Min-~ arr t 1 ffi.. I lfl i>j-ojm----~-~-·~ ....... -ti\l"IM,'lt,'- 1Ullf"--~ ........ ~ Jaoadoi,: IAiit.llo,: :. ~Dl•(l.lldffll)~ ... Tc.a-......_ ....... --.. ~ Hr. 1. 2 "11..-----_ ........................ ...... ,.... . ................ ... .............. ._ __ ,..__.,..... ___ ..,. ..,.....,.. ........ _""·••► ... __,,, __ .... _ ... OCT.22 '99 1:16PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 P.7/10 • OCT.22 '99 1:17PM R GASPAR BFGOODRICH CORZAN CPVC-+1 805 269 2IB.3~-~P.13/1 . I! or2 Hour Fire Rated lh:ougb. PaldzatioDF'meaCic,p fill: Plame Pipe through Oypswn Walls using Blai.emaswrCaulk:& Walk. WL 2151 L-_ ----,----....... F-Rating • 1 and 2 Hr. 'f,Ra~-2Hr . ............ . . . . . . . . . . ., ··--·· - OCT.22 '99 1:17PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 P.9/10 (j~ Piastic Pipe -Nom 2" fliarii. (or smallei) CPVC pipe' fur use in closed piping systans. Tue 11.llll\,lW spa~ .mall be min._ 1/4" to max. 1-l/8" wilhin th&fi.«.C!Op ,-. ® Rlazemu\lll" Ce.u1k &, Walk -Min. 1a~ thidmcss of sca1ant applied 'Wi1hhi opening. Addltl.onal : .&llhlnt tQ.bc in&tallcd WGh tba a min. tf.4• aown b ftmaed lll"QUftCI. : the penetrating ilem. ,._ f'toiC,cl! -...__...;todldM..,_,._ T .. -...... -.,--..., ____ .......... _ _.lo ____ .., ...... LotaliOII: • ll&lMf.111(111,111!1) ___ paa,1..+ ialft II ..... l•Tin...,tt,hMlinula~-... 11c ....... ..,~-., Clllli.4¥ ,.., .....,. ___ ..., Jil,..ilcr: ~: ..itY/QS IDnwtn;: _,6, ........ ~ 91.t. I ii _ _,,.., oe:w e,.,.., ..... _..111a-1• -3i~IU"" Apprll'lcd by: l)..T-,lay/J.Piloale "'""""""' . ., ... ............. I.,.,.· OCT• 22 '99 1: 17PM R GASPAR BFGOODRICH CORZAN CPVC +1 805 269 2053 P.10/10 ~:.:'.:. ~r • 2 lioarFiP, Rated Tim:Juth PenelrR<lltl Ynesto_p 1br PlasdclP~ tbrougb Ccnam Pfuors or Walls using Blazemastet Caulk & Walk. CAJ 2221..._,"----'.-_P_R-atin-g•---2Hr ____ __. <D (i) (1) © ......... Un ... ,. ••}.•. '.","{, • u• ..... ·-. -:-:-:!-:-:-:-: ........ ......... .... .. . ...... . . ·:.·,•,•,• ....... . T-Rating = l •112 Hr. • 4 .... •· .. • • • A • ___ : _· -~ . ··,•·· ·: :. : .. . \ . • 1': . .. .· •. ,,' . . .. ,. . '. ::• .;! . ; ·:···•:;;·,:i! ti •••• Plastic l'ipe -Nom. 2" di~!. (or smaller) Cl'VC t>lpc fur uso ill dOBC<I p· Forming Material -(Op1iu1~) Follti ~ wd 1innly packed into opening as a pamment fonn. • Bla~ln-Ca.lllk & Walk~ Sealant applied Vlilhin opcniag, flush with I.Op iurfac:e of floor or•bl.itl, ~11tf-8·ofMIJ. assembly as showilin table beJmv. Whcnrequirod, apply 114dltional sealant ~1, lhBt a wiu. 1/S" «awn is formed amand the pcnetratitie item . . Max. Pipe . Annular Spm, Dil!!_I~. in. "' ..... . l-112 2 3/8to314 1/4 to 3/8 • Mu,. Sealant _]'hjy\pffl½ in. 1/2 1 y~ No 1---,•··-----------'---'--------.------------1 jMauOII'. 1.'MOl•-~t«.-d~,,.,w ,._wm,iPl~WblM~ . •ffl""" llLH>!lllwdlN , ... .-• t,,.,;,,.,,.--. 0-011Gili; Pn<wlnR= 1!11-7"1 ~l,y: 0.T-,loYIJ:P- 'lllt llttYt ~ ~11.u. .... ,..,...411!111it;\IIIIMilAN ................... paratpwla1 ■,vc~ ~llwill ... ... ,_ .. ..,_ ..... -""'-.... --"'dolt ...................... 11111 ~-~~ ....... ,....-'°~ • • r r PENDENT & RECESSED PENDENT RESIDENTIAL SPRINKLERS MODEL F680 DESIGNER, BULB TYPE, 3.0 K-FACTOR, 155°F & 175°F Components: 1 • Frame 2 -Button 3 • Gasketed Spring Plate 4 -Bulb 5 -Compression Screw 6 • Deflector* 7 -Bushing 8 -Ejection Spring • Temperature rating is indicated on Deflector. PENDENT 1/r NPT WRENCH FlATS ESCUTCHEON ' ,c:,_ / ESCUTCHEON MOUNTING ENCLOSURE PlATE f------2-7/B" DIA, ------I (73,0 mm) RECESSED PENDENT FIGURE A 8 CROSS SECTION 3.0 K-FACTOR MODEL F680 DESIGNER RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS GENERAL DESCRIPTION The 3.0 K-factor, Model F680 Designer Residential Pendent and Recessed Pendent Sprinklers (Ref. Figure A) are automatic sprinklers of the frangible bulb type. They are to be used in • wet pipe residential sprinkler sys- tems for one-and two-family dwell- ings and mobile homes per NFPA 13D, • wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R, and • wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The recessed version of the Model F680 Sprinklers is obtained by utilizing either the 155°F/68°C Model F680 in combination with the Model F700 Re- cessed Escutcheon or the 175°F/79°C F680 with the Model F705 Recessed Escutcheon (Ref. Figures C-1 and C- 2). The F700 Recessed Escutcheon provides up to 3/4 inch (19, 1 mm) of total adjustment from the flush pen- dent position, and the F705 provides up to 1/2 inch (12,7 mm) oftotal adjust- ment. The Recessed Escutcheons have a Printed in U.S.A. 6-98 separable two-piece design which al- lows installation of the sprinklers and pressure testing of the fire protection system, prior to ceiling construction and/or application of a finish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire protection sys- tem and remove the sprinklers. The adjustment provided by the Re- cessed Escutcheons substantially re- duces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Closure has a 1/2 inch (12,7mm) wide flange which provides ample clearance for covering the mounting hole. The F680 Sprinklers have been de- signed to operate with a particular temperature rating and heat respon- sive thermal characteristic, as well as to discharge water in a specific pattern and quantity per square foot relation, ship. The combination of the perform- ance characteristics which are associ- ated with the F680 Sprinklers have been proven to help in the control of residential type fires and, therefore, to improve the chance for occupants to escape or be evacuated. Fire sprinkler systems are not a substi- tute for intelligent fire safety aware- ness or construction materials and practices required by building codes. APPROVALS AND STANDARDS The 3.0 K-factor, Model F680 Designer Residential Pendent and Recessed Pendent Sprinklers are listed by Un- derwriters Laboratories Inc. and Un- derwriters' Laboratories of Canada. The listings only apply to the service conditions indicated in the General Technical Data and Residential Design Criteria sections. Any questions concerning an interpre- tation of NFPA 13, 13D, or 13R sprin- kler system design/installation stand- ards, as well as requests for system design/installation standards not pres- ently covered by NFPA 13, 13D, or 13R, should be address9cp to the: Secretary, Standards Council National Fire Protection Association Batterymarch Park Quincy, MA 02269 WARNINGS The Model F680 Designer Resi- dential Pendent and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the Na- tional Fire Protection Associa- tion, in addition to the standards of any other authorities having jurisdiction. Failure to do so may TD583 impair the integrity of these de- vices. Because of the above cited stipu- lations and the varied nature of residential type architecture, there will be some compartment designs which cannot be fully sprinklered in occordance with the recommendations ofNFPA 13, 13D, or 13R. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. It is the responsibility of an in- stalling contractor to provide a copy of this document to the owner or his repre,sentative and, in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper op- erating condition. The installing contractor or sprinkler manufac- turer should be contacted relative to any questions. GENERAL TECHNICAL DATA Sprinkler Assemblies: The 3.0 K-factor, Model F680 Designer Residential Pendent Sprinklers are available in either a 155°F/68°C or 175°F/79°C temperature rating, and they are rated for use at a maximum service pressure of 175 psi. They are available chrome plated, natural brass, or polyester coated in any color. The nominal discharge curves for the F680 are plotted in Figure B and rep- resent the flow "Q" as determined by the formula: O=Kfiisi where the nominal sprinkler discharge coefficient is "K", and "p" equals resid- ual pressure. "K" equals 3.0 for flow in U.S. gallons per minute (GPM) and residual pressure in pounds per square inch. "K'' equals 43,2 for flow in litres per minute and residual pressure in bar. The F680 utilizes a bronze Frame per ASTM B 176 (C87800). The Button (bulb retainer) is phospher bronze per ASTM B 103 (C51000, C52000, or C54400), and the Bushing is brass per ASTM B 152 (C32200). The Gasketed Spring Plate consists of a berylium nickel disc spring that is sealed on both its inside and outside edges with a Teflont gasket. The Ejection Spring is stainless steel, the Compression Screw is phosphor bronze (C51000), and the Deflector is brass per ASTM 836 (C22000). Escutcheons: A separately ordered escutcheon plate is required for concealed piping instal- lations of the F680 Sprinklers. Refer to Technical Data Sheet TD805 for infor- mation on available escutcheons. Figure C-1 illustrates the Model F700 Recessed Escutcheon which is the only recessed escutcheon acceptable for use with the 155"F/68°C F680 Sprinkler, and Figure C-2 illustrates the Model F705 Recessed Escutcheon which is the only recessed escutcheon acceptable for use with the 175°F/79°C F680 Sprinkler. Both the F700 and F705 have a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight fric- tion fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and com- pensate for minor non-perpendicular- ity between the Model F680 Sprinkler and the ceiling. The F700 and F705 Escutcheons are available with chrome plated finish or a coated finish in any color. NOTES Absence of an escutcheon may de- lay the time to sprinkler opera- tion in a fire situation. Only use escutcheons which con- sist of metallic materials that will not deform or dislodge at a temperature of less than 1200°F/649°C and /or which have been listed by Underwriters Labo- ratories Inc. for fire protection service. The Escutcheons shown in TD805, Figure C-1, or Figure C-2 cannot be used to hold the F680 in posi- tion. The F680 must be secured in position by firmly fastening the sprinkler system piping to the dwelling structure. If the F680.is not properly secured in positio~ reaction forces resulting from sprinkler operation could alter its orientation and water distri- bution pattern. RESIDENTIAL DESIGN CRITERIA The 3.0 K-factor, Model F680 Designer Residential Pendent and Recessed Pendent Sprinklers must only be in- stalled and utilized in accordance with the following described criteria which are provided by the manufacturer. NOTES 1. Residential Fire Sprinkler Sys- tems should only be designed and installed by those compe- -2- _40 g :c 35 " .:; ~ 30 => 0 "' a: 25 w Q. 3,0 2,5 1,0 0,5 30 NOMINAL K -3,0 10 15 DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 40 NOMINAL K = 43,2 50 60 DISCHARGE IN LITRES PER MINUTE FIGURE B 70 20 BO NOMINAL DISCHARGE CURVES tent and completely familiar with automatic sprinkler sys- tem design, installation pro- cedures, and techniques. 2, Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer re- view and develop a working un- derstanding of the complete list of criteria, prior to initiat- ing the design of the sprinkler system. 3. Questions concerning sprink- ler installation and usage cri- teria, which are not covered by the following instructions, should be mailed to the atten- tion of the Technical Data De- partment. Include sketches t DuPont Registered Trademark 0 r'· FULLY RECESSED DIMENSIONSt Up to 1/2 inch adjustment from minimum 1/4 inch to maximum 3/4 inch recessed position. Dim. Inches MM A-5/8±118tt 15,9±3,2 8-Min. 3/4 19, 1 B-Nom. 1 25,4 8-Max. C-Min. C-Max. 1-114 1/4 3/4 HIGH ADJUSTMENT DIMENSIONS 31,8 6,4 19, 1 Up to 3/4 inch adjustment from the flush ceiling position to 3/4 inch recessed position. Dim. A- B-Min. B-Nom. 8-Max. C-Min. C-Max. Inches MM 1/2±1/4tt 12,7±6,4 3/4 1-1/8 1-1/2 FLUSH 3/4 FULLY RECESSED DIMENSIONSt 19, 1 28,6 38, 1 19, 1 Up to 1/4 Inch adjustment from minimum 1/4 Inch to maximum 1/2 Inch recessed position. Dim. Inches MM A-1/2tt 12,7 B-Min. 1 25,4 B-Nom. 1-1/8 28,6 8-Max. C-Min. C-Max. 1-1/4 1/4 1/2 HIGH ADJUSTMENT DIMENSIONS 31,8 6,4 12,7 Up to 1/2 Inch adjustment from the flush ceiling position to 1/2 Inch recessed position. Dim. Inches MM A-3/8±1/8tt 9,5±3,2 B-Min. 1 25,4 B-Nom. 1-1/4 31,8 B-Max. 1-1/2 38,1 C-Min. FLUSH C-Max. 1/2 12,7 2-1/4" (57,2 mm) DIA. C I B I 1/8" (3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE ,-...---2-7/BN (73,0 mm) OIA.--~-1 t For best overall appearance. ttRemaining 1/4 inch (6,4mm) of adjust- ment can be used to compensate for variations In sprinkler make-in and fitting take-out. 1 • Model FSBO Pendent Sprinkler 2-Model F700 Recessed Escutcheon a-Mounting Plate b· Closure FIGURE C-1 155'F/68"C MODEL F680 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON 2-1/4• (57,2 mm) DIA. ~c I I 1/8" B (3,2 mm) ,__ ___ 2-7/8" (73,0 mm) DIA.--~~ t For best overall appearance. FACE OF SPRINKLER FITTING I MOUNTING SURFACE ttRemaining 1/4 inch (6,4mm) of adjust-1-Model F680 Pendent Sprinkler ment can be used to compensate for 2-Model F705 Recessed Escutcheon variations in sprinkler make-in and fitting a-Mounting Plate take-out. b· Closure FIGURE C-2 175'F/79'C MODEL F680 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F705 RECESSED ESCUTCHEON -3- A I MINIMUM FLOW lbJ 155°F AND RESIDUAL PRESSURE MAXIMUM COVERAGE ONE MULTIPLE AREA 1'1 SPRINKLER SPRINKLERS FT. X FT. FLOWING FLOWING 12 X 12 9GPM 8GPM (9.0PSI) (7.1 PSI) 14 X 14 10GPM 8GPM (11.1 PSI) (7.1 PSI) 16 X 16 10GPM 8GPM (11.1 PSI) (7.1 PSI) 18 X 18 13GPM 10.5 GPM (18.8 PSI) (12.3 PSI) 20 X 20 14GPM 13.5 GPM (21.8 PSI) (20.3 PSI) MINIMUM FLOW lb) 175°F AND RESIDUAL PRESSURE MAXIMUM COVERAGE ONE MULTIPLE AREA 1•l SPRINKLER SPRINKLERS FT. X FT. FLOWING FLOWING 12 X 12 9GPM 9GPM (9.0PSI) (9.0 PSI) 14 X 14 11 GPM 9GPM (13.4 PSI) (9.0PSI) 16 X 16 11 GPM 9GPM (13.4 PSI) (9.0 PSI) 18 X 18 13GPM 10.5 GPM (18.8 PSI) (12.3 PSI) 20 X 20 14GPM 13.5 GPM (21.8 PSI) (20.3 PSI) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A HYDRAULIC DESIGN CRITERIA S/2 ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). NOTE: The 8 foot minimum spacing shown in Figures D-3 through D-6 applies to adjacent sprinklers installed with their frame arms either in line or parallel with each other; otherwise, 10 feet is the minimum required spacing. S/2MAX. S12 MA.X. l 4 INCHES 4 INCHES MIN. MIN ---r-- .~~ ♦ ~IN I t-----_ Sl2~ 4 IN S ~ {TYP.) ~IN Figure D-1 (Plan View) Sl2MAX. S/2MAX. 4 INCHES 4 INCHES MIN. MIN. ~ rl~Y,tb MIN • .,~~1&1N ♦ jSEi NOTE) I S/2~"l!\ 41N H~ MIN. ---.J.__ Figure D-3 (Plan View) S12 MAX. 4 INCHE5 MIN, S12 MAX. 4 INCHES MIN 10 FEET MIN. S/2MAX. 4 INCHES MIN S/2 MAX. 5 MAX. 4 INCHES 8 FEET MINIMUM MIN. (SEE NOTE) Figure D-5 (Plan View) S/2 MAX T S12 MAX 4 INCHES 1 Z Sl2MAX 10FEET~N. ,,,,.--··-1 y ~ $12MAX. ~ 14 INCHE5' MIN Figure D-8 (Plan View) S/2 MAX 4 INCHES MIN ♦ ♦ s,,~"l!\ 41N HS MIN. S12 MAX. 4 INCHES MIN. _,___ ___ . Figure E-2 (Plan View) SMAX. 512 MAX. 8 FEET MIN 4 INCHES (SEE NOTE) MIN. ----,.-- ;ffiY,tb ♦ 'i'IN . r ,f.M~b1. ♦ (SErOTE) r S/2~"l!\ 41N H~ ~IN. Figure D-4 (Plan View) 512 MAX. 4 INCHES MIN 512 MAX. 4 INCHES MIN T ...J_ S/2 ~AX. i ·~ti SMAX. B FEET MIN. (SEE NOTE) 4 INCHES MIN Figure D-6 (Plan View) 4 INCHES MIN -----r ~ MIN. 4 INCHES MIN Figure D-7 (Plan View) SE• GRAPH A --OBST AUCTION SEE ------i GRAPH A I Figure D-9 (Elevation View) FIGURED SPACING RULES UNDER LEVEL CEILINGS --4- J 3FEET MAXIMUM 10 FEET MINIMUM FORLAS31 Figure E-1 (Elevation View) Sr2MAX. SEE GRAPH B---i Figure E-3 (Elevation View) 3FEET MAXIMUM 4 Rgure E-5 (Elevation View) 3FEETMA>C. 1 FOOT MIN. :,,...,i. .•' <<J•\,;, l e.._::,,. ~t."': i--oR~~~E Rgure E-7 (Elevation View) ' 3 FEET MAX. 4 INCHES MIN. Rgure E-9 (Elevation View) 3 FEET MAX. Figure E-2 (Elevation View) S/2 MAX. -t----.-._ -.II.-----+ I ____ f...f...'::~..,. i -10Ff:e FOR T '°flNtAt ! ~As6oUA,f Figure E-4 (Elevation View) SEE SEE GR.\PH O GRAPH 0 Figure E-6 (Elevation View) 3FEET MAXIMUM ~~ S/2 MAX.-----'4- 10F~,..ET MINIMUM. ......,~Asso- ' Rgure F-8 (Elevation View) Figure E-10 (Elevation View) S/2 = ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). NOTES: 1. Figures E-1 through E-9 only apply when: (a) the ceiling ridge is horizontal; (b) the compartment openings to adjoining spaces have minimum lintel depths of 8 inches below the lowest sprinkler; (c) any adjacent sprinklers in the direction of the ceiling ridge are to be in a row which runs parallel to the ridge, and the sprinklers are to be spaced a minimum of 8 feet apart; (d) the sprinklers are installed with their frame arms perpendicular to the ceiling ridge; and, (e) the sprinklers shown in Figures E·1 through E·B are located in a plane which is perpendicular to the ceiling ridge, and the ceiling angles are within the specified range. 2. Contact the Technical Data Department for questions concerning installations outside the scope of Figures E· 1 through E~ 1 o. FIGURE E, SPACING RULES UNDER PITCHED CEILINGS AND/OR OVERHANGS -5- 2' O' 2' 2' 4' 4' 6' 8' 8' 12' X 12' Coverage Area 9GPM--- 8 GPM -------' - ~ 6' 8' 6' 4' 2' 16' X 16' Coverage Area 10GPM ~--- 8 GPM --------- FIGURE F O' 2' 4' 6' 6' 8' 8' NOMINAL WETTING PATTERNS AT MINIMUM REQUIRED FLOW CONDITIONS FOR SELECTED COVERAGE AREAS 27 24 g, ~ ~~ {fJ i;f ~ It ii; ii; <1. <1. ~ :? }. ~ l ~ <qip 8' 10' 8' 6' 4' 20' X 20' Coverage Area 14GPM--- 13.5 GPM --------- !' ;:,~ f;j f} !l1 !l1 <I, g <1. k' ~ 0 --t-----_ H ______ -~lv 3 0 0 2 3 4 5 6 7 DISTANCE TO OBSTRUCTION 'H' OR 'Z', FEET 8 9 10 PLUS IMAX.) NOTES: O' 2' 4' 6' 8' 1. CEILING OBSTRUCTIONS MUST BE SPACED ON THE BASIS OF USING THE MAXIMUM RESIDUAL PRESSURE WHICH WOULD BE PRESENT FOR A SINGLE SPRINKLER OPERATION. 2. BEAMS AND/OR OTHER CONTINUOUS OBSTRUCTIONS ARE NOT TO EXCEED A VERTICAL DEPTH 'V' OF MORE THAN 3 INCHES WITHIN THE SPRINKLER COVERAGE AREA. GRAPH A MAXIMUM PERMITTED VERTICAL DISTANCE BETWEEN THE SPRINKLER MOUNTING SURFACE AND THE BOTTOM OF CEILING MOUNTED OBSTRUCTIONS SUCH AS BEAMS, OVERHANGS, , .ND LIGHT FIXTURES WITHOUT UNDULY OBSTRUCTING THE WATER SPRAY DISTRIBUTJC N -6- Q ACCEPTABLE UNACCEPTABLE 5 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES ------ H (MIN.) NOTE: SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH B MINIMUM REQUIRED HORIZONTAL DISTANCE BETWEEN A SPRINKLER LOCATED ON A LEVEL CEILING AND AN INTERSECTING PITCHED CEILING WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION 3 FEET MAXIMUM WHEN THERE ARE NO SPRINKLERS ON THE LEVEL CEILING COVERAGE AREAS: (a) 20'x20' (c) 16'x16' (b) 1B'x18' (d) 14'x14'&12'x12' 6 0 (a) (b) (c) (d) 0 5 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES NOTE: SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH C MINIMUM REQUIRED SLANT DISTANCE BETWEEN A LEVEL CEILING AND A SPRINKLER LOCATED ON A PITCHED CEILING WITHOUT UNDUL V OBSTRUCTING THE WATER DISTRIBUTION -7- 10 9 t:; w u.. Cl. 8 w;z ~w--u-::Ezw 7 Ir<,-w.-o O..S2z ::EClw 6 :::>...Jw ~~~ Xz <o 5 ::EN ii: 0 l: 4 3 10 .... 10 w w u.. c, .• w:-> 9 ~~~ ::EZw 8 CC~t-wcno "--z ::;ow 7 :::>-'w ::;<cn _ .... _ xz <o ::; !,I 6 " 0 l: 5 0 5 t:; c,W w"-4 " • 51< ow wU 3 irZ ::;~ ::,en ::;o 2 z.--z ::; :5 en 1 10 UNACCEPTABLE ACCEPTABLE 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES GRAPH D 4" TO 6" ~~;-:;;::::~~=tl (SEE NOTE 21 MOUNTING SURFACE --- N (MAX.) N IMAX.) (SEE NOTE I I (SEE NOTE 1) NOTES: 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CACULATED. 2. THE MOUNTING SURFACE MUST BE LOCATED WITHIN 4 TO 6 INCHES OF THE PEAK, IF IT IS NOT CONTINUOUS OVER THE FULL LENGTH OF THE CEILING RIDGE. 3. SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED AT A PEAK UNACCEPTABLE ACCEPTABLE )TES: Ye I .-. J IMAX.) (SEE NOTE I) UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULLICALL Y CALCULATED. 5 10 15 20 25 30 35 40 45 3 FEET IS THE MAXIMUM PERMITTED AND 1 FOOT IS THE MINIMUM REQUIRED. CEILING ANGLE. DEGREES (USE THE GREATER OF ANGLE 'A' OR ANGLE 'B') SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. (a) (b) GRAPH E MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED ON A PITCHED CEILING OPPOSITE FROM AN INTERSECTING PITCHED CEILING :>VERAGE AREAS: 20' X 20' 18'x18' 16'x16' 14'x14' (c) 12' X 12' /'A I (d) ,-, S/2 MAXIMUM (e) OTES: (SEE NOTE I) 15 20 25 30 35 40 45 UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CACULATED. CEILING ANGLE 'A', DEGREES SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH F MINIMUM REQUIRED SLANT DISTANCE BETWEEN A RIDGE AND A SPRINKLER WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION -8- and technical details, as ap- propriate. 4. In some instances, the require- ments of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, NFPA 13D, NFPA 13R, or by the authority having jurisdiction. 5. The spray from the F680 is dis- tributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will not be any blind spaces shielded from spray by partitions, room di- viders, overhangs or other parts of the dwelling structure. General Service Conditions. The F680 Sprinklers must only be utilized in wet pipe sprinkler systems with all interconnecting system piping as well as the sprinklers maintained at a mini- mum temperature of 40°F/4°C, and with water supplies which are substan- tially free of contaminants and parti- cles of a size greater th'an 1 /8 inch (3,2 mm). Thermal Responsive Criteria. All residential sprinklers installed within a compartment (as defined by the NFPA) must have the same heat response thermal characteristic, and their tem- perature ratings are to be within 10°F of each other. NOTES In accordance with the require- ment, of NFPA 13, 13D, and 13R, all sprinklers within a compart- mented area must be of the lowest required temperature classifica- tion as a function of the maximum expected (non-fire) sprinkler tem- perature. Do Not use ~prinklers with a tem- perature rating higher than nec- essary to cover a particular area. Hydraulic Design Criteria. The mini- mum required single and multiple sprinkler flow rates are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The single sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sin- gle sprinkler and, the multiple sprinkler flow rate is the minimum required dis- charge from each of the total number of "design sprinklers" (as specified in NFPA 13, 13D, or 13R). NOTE The number of sprinkler, within each compartment (as defined by NFPA 13, 13D, or 13R), must be kept a, few a, possible. Do NOT use more sprinklers than neces• sary to cover a particular space. Spray Coverage Criteria. Figures D and E provide spacing rules that must be followed to assure that the F680 Sprinklers will provide their design dis- tribution of water spray. Nominal wet- ting patterns for the F680 Sprinklers at minimum required flow conditions (Ref. Table A), are illustrated in Figure F, for selected coverage areas. Operational Sensitivity Criteria. For proper operational sensitivity, the F680 Sprinklers must be installed be- neath solid ceilings having a smooth or textured surface. The deflector-to-ceil- ing distance is to be 1-1/2 to 4 inches, unless the F700 or F705 Recessed Escutcheon is being utilized per Figure C-1 or C-2, as applicable. The F680 Sprinklers must NOT be used above or below open-gridded type suspended ceilings; beneath sol- fits or beams resulting in a deflector- to-ceiling distance (i.e., deflector-to- mounting surface plus depth of soffit or beam) exceeding 4 inches; or, with beams, joists, or ducts having a height of more than 3 inches located within the sprinkler coverage areas. NOTE Beams having a height of more than 3 inches may be located with their centerline, along the bound- aries separating ac(jacent sprin- kler coverage areas. It is recommended that as part of the sprinkler system design, the designer review the dwelling plans and, where appropriate, advise the owner or his representative as to the following. I. Lintels of at least 3 inches in height and preferably 8 inches should be used over all passageways from one space to another, in order to reduc~ the possibility of sprinkler operations outside of the fire area. II. Beams of at least 3 inches in height should be used to border each of 5 or more adjoining areas of F680 Sprinkler coverage (within the same compartment), in order to decrease the time to first sprinkler operation as well as to reduce the possibility of multiple sprinkler operations. Cold Soldering Criteria. Figures D and E provide the minimum spacing requirements necessary for preventing the wetting (i.e., cold soldering) of the heat responsive element (Bulb) of a non-operated F680 Sprinkler, which is adjacent to one which has operated. Heat Source Criteria. Refer to NFPA 13D for the requirements relating to preventing the possible release of an -9- F680 heat responsive element (Bulb), due to exposure to heat sources other than abnormal fire. INSTALLATION NOTES Residential Fire Sprinkler Sys- tems should only be designed and installed by those competent and completely • familiar with auto- matic sprinkler system design, in- stallation procedures, and tech- niques. The Technical Data Department should be contacted relative to any questions. Do not install any bulb type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizon- tal, a small air bubble with an approximate diameter of 1116 inch should be be present. The Model F680 Designer Residential Sprinklers must be installed in accord- ance with the following instructions: 1. The Sprinkler must only be installed in the pendent position and with the Deflector parallel to the mounting surface. 2. Prior to installing each Sprinker, ver- ify that the outer face of the mating fitting is within .the proper range of distance of the mounting surface, which can be accommodated by the particular type of escutcheon plate being used. When installing a Model F680 Pen- dent Sprinkler with either the F700 or F705 Recessed Escutcheon, for best overall appearance, us'! Di- mension "A" indicated under the "Fully Recessed Dimensions" head- ing of Figure C-1 or C-2, as applica- ble. Otherwise, use Dimension "A" under the "High Adjustment Dimen- sions" heading. In either case, the remaining adjustment can be used to compensate for the possible manufacturing variations in take-out of the tittling, as well as in the make- in of the sprinklers (as permitted by ANSI B 1.20.1 ). 3. Install the F700 or F705 Mounting Plate (or other escutcheon, as appli- cable) over the sprinkler threads. 4. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. 5. Refer to Figure G and select the appropriate Sprinkler Wrench for SELECTION: • Select the appropriate wrench based on the following require- ments: A. Model F680 Sprinklers with a natural brass or chrome plated finish and where the Wrench Flats shown in Figure A are ac- cessible, may be be installed using an 8 or 1 0 inch adjustable Crescent type wrench or the Model F850 Sprinkler Wrench. B. Model F680 Sprinklers with a polyester coated finish must only be installed with the Model F850 Sprinkler Wrench. C. Model F680 Recessed Pen- dent Sprinklers which are to be installed after completion of a fixed ceiling must only be in- stalled with the Model F850 Sprinkler Wrench. USE: ~CD r-,11,,...,.1-1 ----- L_ ~ WRENCH LUGS Model F850 Nylon Coated Sprinkler Wrench When using an 8 or 10 inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Ref. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model F680 Sprinkler Deflector by. passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1/2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the fitting. The two lugs located on opposite sides of the Wrench indicate the orientation of the sprinkler frame arms. NOTE Push up on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench recess stays fully engaged with the sprinkler wrench ft,ats. Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flats, and then passing it sideways over the sprinkler deflector. FIGUREG SPRINKLER WRENCH SELECTION AND USE tightening the Sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installling polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 112 inch NPT sprin- kler joint should be obtained with a torque of7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maximum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may dis- torl the sprinkler inlet with con- sequent leakage or impairment of the sprinkler. All sprinklers installed within compartments in which the sprinklers are only located on a level ceiling must be installed with their frome arms parallel to a straight comparlment wall All sprinklers installed within compartments having a pitched ceiling with one or two parallel horizontal ceiling ridges must be installed with their frome arms perpendicular to the ceil- ing ridges. Failure to properly orientate the sprinkler frome arms may re- sult in impaired fi,re protection due to cold soldering and/or in~ adequate spmy coverage. Do not attempt to make-up for insufficient adjustment in an -10- Escutcheon Plate by under-or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. 6. In recessed pendent sprinkler instal- lations, after the ceiling has been installed or the finish coat has been applied, slide on the F700 or F705 Closure, as applicable, over the Model F680 Sprinkler and push the Closure over the Mounting Plate un- til its flange comes in contact with the ceiling. CARE AND MAINTENANCE The F680 Sprinklers must never be shipped or stored where their tempera- ture will exceed 100°F/38°C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be re- placed. Sprinklers that have been ex- posed to corrosive products of com- bustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. NOTE Particular care to prevent over- heating must be exercised when storing sprinklers in cars, trucks, trains, or other vehicles on warm, bright sunny days. Care must be exercised to avoid dam- age to the F680 Sprinklers -both be- fore and after installation. Sprinklers damaged by dropping, striking, wrench twisVslippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion Section). NOTES Absence of an Escutcheon Plate may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire pro• tection system which it controls, permission to shut down the af- fected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected and maintained in accordance with the advice and suggestions given in NFPA 13, 13A, 13D, and 13R, as applicable. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. t DuPont Registered Trademark u • LIMITED WARRANTY The manufacturer warrants for a period of one year from the date of sale (warranty period) that the product(s) sold hereunder are free from defects in material and workmanship. Our obligation under this warranty is limited to repair or replacement, or, at our option, we will repay the price paid for the product(s), plus any transportation charge paid by the purchaser. In the case of replacement, we will pay the transportation charges to the location of the defective product. We must be given the opportunity to inspect any product you believe to be defective. To make a claim under this limited warranty, you should contact our Sales Services Manager at (401) 781-9032. THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED IN DURATION TO THE DU- RATION OF THE LIMITED WARRANTY SET FORTH ABOVE. The manufacturer does not assume any other obligation in connection with the sale of the product(s) by purchaser. This warranty shall not apply to any product(s) which have been installed in violation of written instructions furnished by the manufacturer, repaired or altered, misused or damaged, or not properly maintained. The manufacturer is not liable for indirect, incidental or consequential damages in connection with the use of the product(s). Some states do not allow limitations on how long an implied warranty lasts, or exclusion or limitation of incidental or consequential damages, so the above limitations or exclusion may not apply to you. THIS WARRANTY. GIVES YOU SPECIFIC LEGAL; RIGHTS, AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. The F680 Sprinklers must only be re- placed with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-factor, the same coverage area, and the same or lower flow rat- ings (as indicated under "Hydraulic Design Criteria"). All residential sprinklers installed within a compartment (as defined by the NFPA) must have the same heat response thermal characteristic, and their temperature ratings are to be within 10°F of each other. NOTES Wet pipe sprinkler systems must be maintained at a minimum tem- perature of 40F/4C. Exposure to freezing temperatures can result in bursting of the pipe and/or sprinkler. Do NOT enclose sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Automatic sprinklers are NOT to be tested with a heat source. Op- eration of the heat responsive element (Bulb) can result. Do NOT cleanse the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a so~ bristle (i.e., dusting) brush attachment. The minimum vertical clearance between the tops of free standing partitions, room dividers, cab- inets, storage racks, stock piles, etc., and the sprinkler deflector is NOT to be less than the clearance given below. Horizontal Distance from Sprinkler to Item,~- More than 6 .. . From3to6 .. . Between 2 and 3 From 1 to 2 Less than 1 ... Vertical Clearance In. . 24 . 19 . 16 . 13 . 10 Exercise suitable safety precau- tions in the use and storage of highly flammable and potentially explosive materials. The rapid rate of fire development and spread which can be caused by such materials can reduce the ability of the sprinkler system to aid in the control of a fire in which they are involved. -11- REMODELING When remodeling, such as by adding false beams or light fixtures or chang- ing the location of compartment walls, first verify that the new construction will not violate the installation require- ments stated under WARNINGS. Alter the new construction and/or the sprin- kler system to suit the requirements of this document. ORDERING PROCEDURE A Product Symbol Number (PSN) is not specified when ordering polyester coated Model F680 Sprinklers with other than a white color or when order- ing color coated Recessed Escutch- eons with other than a white color. It is suggested that a color chip be pro- vided when ordering special color fin- ishes. Otherwise, responsibility for du- plication cannot be accepted. Contact your local distributor for avail- ability. Sprinkler Assembly: Specify: (specify 155°F or 175°F) Model F680 Designer Residential Pen- dent Sprinkler with (specify type) fin- ish, PSN (specify). Chrome Plated Finish 155F/68C ................ , PSN 51-680-9-155 Natural BraH Flnlah 155F/68C .............. , .. PSN 51-680-1-155 White Potyester Finish 155F/68C ................. PSN 51-680-4-155 Chrome Plated Finish 175Ffl9C ................. PSN 51-680-9-175 Natural Brass Finish 175Fn9C ................. PSN 51-680-1-175 White Polyester Finish 175F/79C.. . ....... PSN 51-680-4-175 Recessed Escutcheon: Specify: 1/2" (15mm) Model (specify F700 or F705) Recessed Escutcheon with (specify finish), PSN (specify). 1/2" (15mm) F700 Chrome Plated ......... PSN 56-701-9-010 1/2" (15mm) F700 White Color Coated ......... , ...... PSN 56-701·4·010 1/2" {15mm) F705 Chrome Plated ......... PSN 56-705·9·010 1/2" (15mm) F705 While Color Coated ................ PSN 56-705-4-010 Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56-850-4-001. Order for NFPA publications should be addressed to the: Publication Sales Department NFPA Batterymarch Park Quincy, MA 02269 WEIGHT The nominal weight of the Model F680 Designer Residential Pendent Sprin- kler is 2. 7 ounces. ®Reg.trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A tqca INTERNATIONAL LTD. COMPANY r r, EXTENDED COVERAGE LIGHT HAZARD SPRINKLERS PENDENT & RECESSED PENDENT, QUICK & STANDARD RESPONSE MODEL F890 DESIGNER, 3 mm BULB TYPE, K=8.0 2-7/8" SPRINKLER WRENCHING AREA (BOTH SIOES) 1/2" (12,7 mm) MAKE-IN i-------(73,0 mm) --------i PENDENT 2-3/8" (60,3 mm) 1-5/8" (41,3 mm) 1 • Frame 2 -Button Temperature rating Is Indicated on deflector. 3 -Gasketed Spring Plate CIA. RECESSED PENDENT MODEL F705 RECESSEO ESCUTCHEON 4 -Bulb 6 -Deflector· 5 -Compression Screw ** Pipe thread connections per ISO 7/1 can be provided on special. request. FIGURE A CROSS SECTION 8.0 K-FACTOR MODEL F890 QUICK AND STANDARD RESPONSE EXTENDED COVERAGE LIGHT HAZARD PENDENT AND RECESSED PENDENT SPRINKLERS GENERAL DESCRIPTION The 8.0 K-Factor (17/32 inch orifice), Model F890 Designer Quick and Standard Response Extended Cover- age Light Hazard (ECLH) Pendent and Recessed Pendent Sprinklers (Ref. Figure A) are automatic sprinklers of the. frangible bulb type. They are in- tended for use in automatic sprinkler systems designed in accordance with standard inslallation rules (e.g., NFPA 13) for the protection of light hazards up to a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maxi- mum coverage area of 225 112 (20,9 m2) for standard coverage sprinklers. The recessed version of the F890 ECLH Sprinkler is obtained by combin- ing the pendent sprinkler with the Model F705 Recessed Escutcheon (Ref. Figures A and C). The F705 Re- cessed Escutcheon provides 1 /4 inch (6,4 mm) of recessed adjustment or up Printed in U.S.A. 5-99 to 1/2 inch (12,7 mm) of adjustment from the flush pendent position. The F705 is a separable two-piece design which allows installation of the sprin- klers and pressure testing of the fire protection system, prior to ceiling con• struction and/or application of a finish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove sprinklers. The adjustment provided by the F705 substantially reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut. Also, the Closure has a 1/2 inch (12,7 mm) wide flange which provides ample clearance for covering the mounting hole. APPROVALS AND STANDARDS Laboratory listings and approvals for the 8.0 K-Factor, Model F890 De- signer Qu_ick and Standard Response Extended • Coverage Light Hazard (ECLH) Pendent and Recessed Pen- dent Sprinklers are given in Table A. The laboratory listings and approvals only apply to the service conditions indicated in the Technical Data and Design Criteria sections. WARNING The Model F890 Designer Quick and Standard Response Extended Cover- age Light Hazard (ECLH) Pendent and Recessed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any other authorities TD594 SPRINKLER FINISH TEMPERATURE BULB NATURAL CHROME POLYESTER TYPE RATING COLOR BRASS PLATED COATED CODE IAII Colorsl 135°F/57°C Orange 1ss°FIsa0c Red 1, 2, 3 PENDENT 11s°F/79°C Yellow 200°F/93°c Green 1, 2 13s•Fts1·c Orange 1ss°Ftsa·c Red 1,2,3 RECESSED•· 11s°F/79°C Yellow 200°F/93°C Green 1, 2 NOTES: 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters Laboratories for use in Canada (i.e. C-UL Listed). 3. Approved by Factory Mutual Research Corporation. • Installed with 3/4 Inch Model F705 Recessed Escutcheon. TABLE A LABORATORY LISTINGS AND APPROVALS (REFER TO TABLE B-1 OR B-2 FOR RESPONSE CHARACTERISTICS) having jurisdiction. Failure to do so may impair the integrity of these de- vices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or manufacturer should be contacted relative to any questions. TECHNICAL DATA The 8.0 K-factor, Model F890 De- signer Quick and Standard Response Extended Coverage Light Hazard (ECLH) Pendent and Recessed Pen- dent Sprinklers are rated for use at a maximum service pressure of 175 psi (12, 1 bar) and they are available in the temperature ratings and finishes indi- cated in Table A. Recessed versions of the F890 ECLH Sprinklers are obtained by utilizing the Model F890 Pendent Sprinkler in com- bination with the Model F705 Re- cessed Escutcheon. The Model F705 Escutcheons are available either with a chrome plated finish or a coated fin- ish in any color. The nominal discharge curves plotted in Figure B represent the flow "Q" in GPM (LPM) as determined by the for- mula: where the nominal sprinkler discharge coefficient "K" equals 8.0 (115.2); and "p" = pressure in psi (bar). Listing standards permit the actual value of "K" to vary from 7.4 to 8.2 (106,6 to 118,1). The F890 utilizes a 3 mm Bulb with a die-cast dezincification resistant bronze alloy Frame. The two pieces of the Button Assembly are constructed from brass per ASTM 816 (C36000) and copper (C12200). The Gasketed Spring Plate consists of a Beryllium Nickel (N03360) disc spring that is sealed on both its inside and outside edges with a Teflont gasket. The Compression Screw is a bronze per ASTM 8140 (C31400), and the Deflec- tor is brass per ASTM 836 (C22000). The F705 Recessed Escutcheon pro- vided for use with the F890 ECLH Sprinklers (Ref. Figure C) has a Clo- sure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight friction fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and compensate for non-perpendicularity between the F890 ECLH Sprinkler and the ceiling. DESIGN CRITERIA The 8.0 K-factor, Model F890 De- signer Quick and Standard Response Extended Coverage Light Hazard (ECLH) Pendent and Recessed Pen- dent Sprinklers are only to be installed in accordance with Table B-1 or 8-2, as applicable. -2- INSTALLATION NOTE Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontal, a small air bub- ble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 135°F 157°C to 200°F/93°C temperature ratings. (The bubble, in some cases, may be barely perceptible for the lower tem- perature rating'!-) The Model F890 ECLH Sprinklers must be installed in accordance with the following instructions. 1. Prior to installing each sprinkler, ver- ify that the face of the sprinkler fitting is within the proper range of distance which can be accommodated by the particular type of escutcheon. When installing the F890 Sprinkler with the F705 Recessed Escutch- eon, for best overall appearance, use Dimension "A" indicated under the "Fully Recessed Dimensions" heading of Figure C. Otherwise, use Dimension "A" under the "High Ad- justment Dimensions" heading. In either case, the remaining adjust- ment can then be used to compen- sate for the possible manufacturing variations in the take-out of the fit- tings, as well as in the make-in of the sprinklers (as permitted by ANSI 81.20.1). 2. With pipe thread sealant applied to the pipe threads and after installing the F705 Mounting Plate ( or other escutcheon, as applicable) over the t DuPont Registered Trademark (', ,0 45 J5 JO .0 ; ~ 25 ,t'#'-,R_ 20 10 5 J,O 2,5 ! 2,0 • 1,0 0,5 ~~ ,' , ~ "il-.t' " 20 n m J5 ~ 45 ,o M DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 75 100 1~ 1~ ,~ DISCHARGE IN LITRES PER MINUTE (LPM) Partial curves only. Maximum pressure 175 psi (12,1 bar). Refer to the Design Criteria section for minimum pressure requirements. FULLY RECESSED DIMENSIONSt Up to 1/4 Inch adjustment from minimum 1/4 Inch to maximum 1/2 Inch recessed position. Dim. A- B-Min. B-Nom. 8-Max. C-Min. C-Max. Inches 112tt 1-1/8 1-114 1-3/8 1/4 1/2 HIGH ADJUSTMENT DIMENSIONS MM 12,7 28,6 31,8 34,9 6,4 12,7 FIGURE B NOMINAL DISCHARGE CURVES FACE OF FITTING L A 2-7/8" DIA. 1---+---(73,0 mm) I---',--2-1/4" DIA. (57,2 mm) 200 MOUNTING SURFACE l Up to 1/2 Inch adjustment from the flush celling position to 1/2 Inch recessed position. 1 /8" (3,2 mm) j Dim. Inches MM A-3/8±1/8tt 9,5±3,2 B-Mln. 1-1/8 28,6 B-Nom. 1-3/8 34,9 B-Max. 1-5/8 41,3 C-Min. FLUSH C-Max. 1/2 12,7 t For best overall appearance. tt Remaining 1/4 inch (6,4 mm) of adjustment can be used to compensate for variations In sprinkler make-In and fitting take-out. 1-Model F890 ECLH Pendent Sprinkler 2-Model F705 Recessed Escutcheon a-Mounting Plate b-Closure FIGURE C 8.0 K-FACTOR MODEL F890 ECLH RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F705 RECESSED ESCUTCHEON -3- PENDENT RECESSED RESPONSE COVERAGE AREA MINIMMJtJ' MINIM't\!fjl SPRINKLER SPRINKLER WxL FLOW PRES. TEMP. RATING TEMP. RATING FT. X FT. (m X m) GPM (LPM) PSI (BAR) •F •F 16 X 16 (4,9 X 4,9) 26 (98) 10.6 (0,73) 135,155,175 135,155,175 QUICK 18 X 18 (5,5 X 5,5) 32 (121) 16.0 (1,10) 135,155,175 135,155,175 20x20(6,1 x6,1) 40 (151) 25.0 (1,72) 135,175 135, 175 16 X 16 (4,9 X 4,9) 26 (98) 10.6 (0,73) 200 200 STANDARD 18 X 18 (5,5 X 5,5) 32 (121) 16.0 (1,10) 200 200 20 X 20 (6,1 X 6,1) 40 (151) 25.0 (1,72) 155,200 155,200 NOTES: (a) The F890 Sprinklers may be used in QR-EC and EC, as applicable, Light Hazard Occupancy automatic sprinkler applications per NFPA 13. (b) Requirement Is based on minimum flow in GPM from each sprinkler. The Indicated residual pressures are based on the nominal K-factor. (c) The F890 ECLH Sprinklers are only permitted to be used with unobstructed, smooth ceiling construction as defined by NFPA 13. (d) Follow the requirements of NFPA 13 for spacing of the F890 ECLH Sprinklers with respect to ceiling mounted obstructions. (e) The minimum allowable spacing between the F890 ECLH Sprinklers, to prevent cold soldering, is 8 feet (2,4 m). (f) The maximum permitted celling slope for F890 ECLH Sprinklers Is a 2 inch (50,8 mm) rise over a 12 Inch (304,8 mm) horizontal run. (g) The deflector-to-celling distance for the F890 ECLH Sprinklers is 1-5/8 to 12 inches (41,3 to 304,8 mm), unless the Model F705 Recessed Escutcheon Is utilized. NOTES: TABLE B-1 UL AND C-UL LISTING CRITERIA FOR INSTALLATION OF 8.0 K-FACTOR MODEL F890 EXTENDED COVERAGE LIGHT HAZARD PENDENT AND RECESSED PENDENT SPRINKLERS PENDENT COVERAGE AREA MINIMMJt)' MINIM~ SPRINKLER RESPONSE WxL FLOW PRES. TEMP. RATING FT. X FT. (m X m) GPM (LPM) PSI (BAR) •F 16 X 16 (4,9 X 4,9) 26 (98) 10.6 (0,73) 135,155,175 QUICK 18 X 18 (5,5 X 5,5) 32 (121) 16.0 (1,10) 135,155,175 20 X 20 (6,1 x6,1) 40 (151) 25.0 (1,72) 135,155,175 16 X 16 /4,9 X 4,9) 26 (98) 10.6 (0,73) . STANDARD 18 X 18 /5,5 X 5,5) 32(121) 16.011,10) . 20x20/6,1 x6,1l 40 /151) 25.0 11,72) . RECESSED SPRINKLER TEMP. RATING •F 135 135 135 155,175 155, 175 155,175 (a) The F890 ECLH Sprinklers may be used in QR-EC and EC, as applicable, Light Hazard Occupancy automatic sprinkler system applications per FM installation standards. (Maximum room size: 1600ft2 (150 m2) except for corridors protected by one row of sprinklers. Minimum fire-resistance rating of room walls: 30 minutes.) (b) Requirement is based on maintaining both minimum flow and minimum pressure. (c) The F890 ECLH Sprinklers are only permitted to be used with smooth level ceilings per FM installation standards. (d) The minimum allowable spacing between the F890 ECLH Sprinklers, to prevent cold soldering, is 8 feet (2,4 m). (e) The maximum permitted ceiling slope for F890 ECLH Sprirlklers is a 1 inch (25,4 mm) rise over a 12 inch (304,8 mm) horizontal run. (f) The deflector-to-ceiling distance for the F890 ECLH Sprinklers is 1-518 to 4 inches (41,3 to 101,6 mm), unless the Model F705 Recessed Escutcheon is utilized. TABLE B-2 FM APPROVAL CRITERIA FOR INSTALLATION OF 8.0 K-FACTOR MODEL F890 EXTENDED COVERAGE LIGHT HAZARD PENDENT AND RECESSED PENDENT SPRINKLERS -4-- 0 SELECTION: Select the appropriate wrench based on the following require- ments: A. Model F890 Sprinklers, with a natural brass or chrome plated finish and where the Wrench Flats shown in Figure A are ac- cessible, are to be installed us- ing the Mddel F799 or 1948 Sprinkler Wrench. B. Model F890 Sprinklers with a polyester coated finish must only be installed with the Model 1948 Sprinkler Wrench to pro- tect the finish. C. Model F890 Recessed Pen- dent Sprinklers which are to be installed in fixed ceiling applica- tions must only be installed with the Model 1948 Sprinkler Wrench. USE: Model F799 Sprinkler Wrench Model 1948 Sprinkler Wrench When using the F799 Sprinkler Wrench, the Wrench is to be applied to the Sprinkler Wrench Flats only (Ref. Figure A). To use the 1948 Sprinkler Wrench, pass the Wrench over the Sprinkler from the side, and then engage the Wrench with the Sprinkler Wrench Flats (Ref. Figure A). Using a 1 /2 inch ratchet drive or by applying an 8 or 1 0 inch adjustable wrench to the square end of the Sprinkler Wrench, tighten the sprinkler into the fitting. NOTE Push on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench stays fully engaged with the Sprinkler Wrench Flats. Carefully remove the Sprinkler Wrench by first disengaging it from the Sprinkler Wrench Flats, and then passing sideways over the Sprinkler. FIGURED SPRINKLER WRENCH SELECTION AND USE sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. 3. Refer to Figure D and select the appropriate Sprinkler Wrench for tightening the sprinkler into the fit- ting. NOTES A leak tight 3 I 4 inch NPT sprin- kler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher leuels of torque may distort the sprinkler inlet with consequent leakage or im- pairment of the sprinkler. Do not attempt to make-up for in- sufficient adjustment in the es- cutcheon plate by under-or over- tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. 4. In recessed installations, after the ceiling has been installed or the fin- ish coat has been applied, slide on the F705 Closure over the F890 Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. -5- CARE AND MAINTENANCE Automatic sprinklers must never be shipped or stored where their tempera- tures will exceed 100°F/38°C and they must never be painted, plated, coated or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of com- bustion, but have not operated, should be replaced if they cannot be com- pletely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers -both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section). NOTE Before closing a fire protection system control valve for maintenance work on the fire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty, see Price List. ORDERING PROCEDURE A Product Symbol Number (PSN) is not specified when ordering polyester coated F890 ECLH Sprinklers with other than a white color or, when or- dering color coated F705 R·ecessed Escutcheons with other than a white color. It is suggested that a color chip be provided when ordering special color finishes. Otherwise, responsibil- ity for duplication cannot be accepted. Contact your local distributor for avail- ability. "Standard Order" Sprinkler Assemblies with NPT Thread Connections: Specify: 8.0 K-factor, (specify tem- perature rating), Model F890 ECLH Pendent Sprinkler with (specify finish), PSN (specify -from Table C, where applicable). "Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: 8.0 K-factor, (specify tem- perature rating), Model F890 ECLH Pendent Sprinkler with (specify finish) and with thread connection per ISO 7/1. Recessed Escutcheon: Specify: 3/4" Model F705 Recessed Escutcheon with (specify finish), PSN (specify). F705 Recaaaed Escutcheon Chrome Plated .......... PSN 56-705-9-011 White Color Coated. , ............ PSN 56-705-4-011 Sprinkler Wrench: Specify: Model F799 Sprinkler Wrench, PSN 56-452-1-001 Specify: Model 1948 Sprinkler Wrench, PSN 56-000-1-948. WEIGHT The nominal weights are as follows: a.a K-factor, Model F890 ECLH Pendent Sprinkler. . . . 2.3 oz. (65 g) 314• Model F705 Recessed Escutcheon . . . . . 1.2 ozs. (34 g) Model F799 Sprinkler Wrench ...... , ... 16.5 ozs. (470 g) Model 1948 Sprinkler Wrench . . . . . . . . . . . . . . . 10.5 ozs. (300 g) 4 9 PSN 51 -890 -X-XXX SPRINKLER FINISH NATURAL BRASS WHITE POLYESTER CHROME PLATED TABLE C 135 155 175 200 TEMPERATURE RATING 135'F/57'C 155'F/68°C 175'F/79'C 200'F/93'C PRODUCT SYMBOL NUMBER SELECTION ®Reg.trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A tqca INTERNATIONAL LTD. COMPANY 0 April 22, 1999 Minimum Spacing Between Model M ECOH Sprinklers: 8'-0" (2,4 m) Approval Chart Model M Extended Coverage Ordinary Hazard Extra-Large Orifice Sprinkler Sprinkler 83 c MODEL M EXTENDED COVERAGE ORDINARY HAZARD EXTRA-LARGE ORIFICE SPRINKLER KEY See Row A 7 + See Row 1 of Approved of Ai)proved Temperatures A 1 Finishes Maximum Sprinkler Spacing Length x Wldth2 Maximum l-----=M::.:ln.::l:.:.m:,:u:,.:m_,_W=a.:,te,,r_,Sc,U;,'n=nllV"R"l""=U::lrc;:e::,m.:,e:,:n:,:ts,_ ___ !-----===== Area per Ordlnarv Hazard GrouD One' Ordlnarv Hazard GrouD Two3 Llstlnas and A ,nrovala 1 Sprinkler i==========---1--'========-="--al----;'""'-=!!!,.-- Flow / Pressure Flow / Pressure Pendent UDrlaht UL4 ULC' NYC5 UL4 ULC' Nvc• 12 ft. X 12 ft. (3.7 m x 3.7 ml 14ft. X 14ft. 14 3 m x4 3 ml 1/ 16ft.x16lt. ""-~ m x 4 9 m} 18 fl. X 18 ft. 15 5 m x5 5 ml 20 fl. X 20 ft. (6 1 m x 61 ml 144 tt2 30.4 gpm @ 7 psi 30.4 gpm @ 7 psi (13.4m2l (1151 Umin@ 48.3 kPa) (115.1 Umin@ 483kPa} 196 tt2 30.4 gpm @ 7 psi 39.2 gpm @ 11.6 psi 118 2 m2l /115 1 Umin @ 48 3 kPa\ /149 0 Umin@ 80 0 kPa\ 256 tt2 38.4 nnm@ 11 1 -·• 51.2 gpm@ 19.8 psi (23,8 m2) , ,~a.o LJmIn @ 77.0 kPa} (195.0 Umin @ 137,0 kPa\ 324 tt2 48.6 gpm @ 17.6 psi 64.8 gpm @ 31.7 psi 130 1 m2l (183.5 Umin@ 122 0 kPa\ /246.0 Umin@ 219 0 kPa\ 400 tt2 60.0 gpm @ 27.2 psi 80.0 gpm @ 48.1 psi 137 2 m2\ 1227 0 Umin@ 188 O kPa\ 1303 O Umin @ 332 0 kPa\ Approved Temperatures A· 155 'F (68 'C), 175 'F (79 'Cl, 200 'F (93 'C), 286'1'(141 'C) Approved Finishes 1 -Chrome-Enloy®, Brass, Black Teflon®, and White Polyester [Black Polyester is approved for PIN 08340 with the 155 'F (68 'F) temperature rating only] B • 155 'F (68 'C), 175 'F (79 'C), 200 'F (93 °C) Footnotes A1X, A1X, A1X, A1 A1 A1 B1Y B1Y B1Y A1X, A1X, A1X, A1 A1 A1 B1Y B1Y B1Y A1X, A1X, A1X, A1 A1 A1 B1Y B1Y B1Y A1X, ~1X, A1X, A1 A1 A1 B1Y B1Y B1Y A1X, A1X, A1X, A1 A1 A1 B1V B1Y B1V Approved Escutcheons X -Standard surface-mounted escutcheon or the Microfast" Model F-1 Adjustable Escutcheon6 Y -Standard surface-mounted escutcheon or Microfast" Model F-1 Adjustable Escutcheon6, or recessed with the Micromatic" Model E-1 Recessed Es- cutcheon 1 This chart shows listings and approvals available at time of printing. Other approvals are in process. Check with the manufacturer for addi- tional approvals. . 2 To determine "Minimum Water Supply Requirement" for areas of coverage where length and width of actual sprinkler spacing are not equal, select the "Maximum Sprinkler Spacing" from the chart that is equal to or greater than the larger of the actual spacing {length or width) dimensions used. Example: When using 10'-6" x 13'-0" sprinkler spacing, provide the "Minimum Water Supply Requirement• listed in the chart for 14'-0" x 14'-0" spacing. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement• in the appropriate hazard group for the next larger area listed. The distance from sprinklers to walls shall not exceed one-half the "Maximum Sprinkler Spacing" listed for the "Minimum Water Supply Requirement" used. 3 Minimum Water Supplies listed with "Maximum Areas of Coverage" shown are designed to provide the following design densities: 0.15 gpm/tt2 for Ordinary Hazard Group One densities; 0.2 gprn/tt.2 for Ordinary Hazard Group Two densities. -4 Listing is for hydraulically-calculated systems designed with a minimum remote area of 1,500 tt2 (139.35 n,2\ nr five sorinklers. whichever is greater. Viking Model M ECOH-ELO Sprinklers {Pendent B;nd Upright) are listed for use in unoostructed construction and non-combustible obstructed construction* consisting of solid steel and/or concrete beams as defined in NFPA 13 (1991 edition). Ceiling slope not to exceed 2" per foot (166 mm per meter).* Web members of open web trusses must not exceed 1" (25,4 mm) diameter. 5 Accepted for use, City of New York Department of Buildings, MEA 89·92 Vol. IX. 6 The Microfasrl Model F-1 Adjustable Escutcheon is considered a surtace-mounted escutcheon because it does not allow the fusible ele- ment of the sprinkler to be recessed behind the face of the wall or ceiling. __ Ar......:f '--~-See Note B 1 '--smooth Celling 'tP' "";!~~Cc:_~~ OBSTRUCTION Seo Svee Nola 8 , Note A1 ------.....__~ Note A ~ At . I -' ~:;,,-'If ~ ......_________ ~-----~-=--t· -:::~.......-----~ .>··< .. ~~·· .,....:.------ ,_ __ Distance From Neor ___ L~ • "':> .,........ .... ~istonce From Near Side Of Obstruction >< Side Of Obstruction - 1------------See Note C -------------1 Note ~: Maximum allowable distance for location of deflector above bottom of obstruct on vanes with distance from side of obstruction. See OBSTRUCTION TABLE. Note B: Refer to "Installation Standards". Do not exceed distance allowed for type of construction. Note C: Minimum spacing between Model M ECOH Sprinklers: 8'-0" (2,438 m). Viking Model M ECOH-ELO Sprinklers (Pendent and Upright) are listed for use jj1 unob- structed construction and non-combustible obstructed construction* consisting oi solid steel and/or concrete beams as defined In NFPA 13 (1991 edition). Ceiling slope: notto exceed 2" per foot (166 mm per meter). * Web members of open web trusses must not exceed 1 • (25,4 mm) diameter. OBSTRUCTION TABLE Distance from sprinkler to side of obstruction: Maximum allowable distance tor location of deflector .above bottom of obstruction: Less than 1 '-6 • (Less than 0,46 m) 1 '-6" to less than 3'-0" (0,46 m to less than 0,91 m) 3'-0" to less than 4'·0• (0,91 m to Jess than 1,22 m) 4'-0" to less than 4'-6" (1,22 m to less than 1,38 m) 4'-6" to less than 6'-0" (1,38 m to less than 1,83 m) 6'-0" to less than 6'·6" (1,83 m to less than 1,98 m) 6'-6" to less than 1•-0• (1,98 m to less than 2,14 m) 7'-0" or greater (2, 14 m or greater) o· (0 mm) 1" (25,4 mm) 3" (76,2 mm) 5" (127 mm) ' 7" (177 mm) 9" (228 mm) 11" (279mm) 14" (355 mm) Sprinkler 83 d TECHNICAL DAT A Model M ECOH-ELO Pendent Sprinkler Installed with 1/8" (3, 1 mm) Escutcheon 2-1/8" (54mm) Maximum 2-3/4" (69,9mm) 3/4"- (20mm) ~ NPT Model M Extended Coverage Ordinary Hazard-ELO Upright Sprinkler Figure 2 tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced immediately af- ter a specified term of service. For Model M ECOH-ELO Sprinklers, re- fer to the Installation Standards and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Sprinklers that have oper- ated cannot be reassembled or L Model ECOH-ELO Pendent Sprinkler Installed with the Microfast"' Model F-1 Adjustable Escutcheon t 2-1/16" (52,4mmi Figure 1 1-3/8" (35mm) t 2-3/4" (69,9mm) 5/16" (8.0mm) Model M Extended Coverage Ordinary Hazard-ELO Pendent Sprinkler Figure3 re-used, but must be replaced. When replacing sprinklers, use only new sprinklers. C. The sprinkler discharge pattern is crit- ical for proper fire protection. There- fore, nothing should be hung from, at- tached to, or otherwise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers in- stalled. Replaces sprinkler page 83 a-e, dated June 4, 1998 (added Black Polyester finish option for part number 08340). April 22, 1999 MODEL M EXTENDED COVERAGE •• ORDINARY HAZARD EXTRA-LARGE ORIFICE SPRINKLER Model M ECOH-ELO Pendent Sprinkler Installed with the Micromatic"' Model E-1 Recessed Escutcheon D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, drain all water, and relieve all pressure on the piping. 2. Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Care must be taken to ensure that the replacement sprinkler is the proper model and style, with the correct orifice size, temperature rating, and response charactoris- tics. A fully stocked spare sprin- kler cabinet should be provided for this purpose. 3. Place the system back in service and secure all valves. Check and repair all leaks. E. Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspectedJor damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambient tem- peratures, but have not operated, should be replaced. Refer to the Au- thority Having Jurisdiction for mini· mum replacement requirements. FormNo.F_051393 April 22, 1999 1. PRODUCT NAME Viking Model M Extended Coverage Ordinary Hazard Extra-Large Orifice Sprinkler • Styles: Upright and Pendent • Base Part Numbers 08687 and 08340 • Available since 1993. 2. MANUFACTURER The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945.9599 e-mail: techsvcs@vikingcorp.com 3. PRODUCT DESCRIPTION The Viking Model M Extended Cover- age Ordinary Hazard Extra-Large Ori- fice (ECOH-ELO) Sprinkler, is a thermosensitive glass-bulb spray sprin- kler, equipped with an extra-large orifice and a special deflector. The pip cap and sealing assembly of the sprinkler are held in place by a rug~ed 3 mm glass bulb. The sprinkler js listed as a stan- dard response sprinkler when installed in the s ecific s acin tern erature rat- 1 , a • ns indi- ca ed on page 83 c. 'file special deflector is designed to meet ordinary hazard density require- ments for specifically listed extended ar- eas of coverage when the required mini- mum water supply is provided at the sprinkler. The extra-large orifice produces the flows requirecf to meet ordinary hazard density requirements at lower pressures than standard orifice or large orifice sprinklers require. Viking Model M ECOH-ELO sprinklers are available in both upright and pen- dent styles with finishes and tempera- ture ratings to meet design require- ments. The special Teflon® and Polyes- ter coatings can be used in decorative applications where colors are desired. In addition, these two finishes are corro• sion· resistant and provide protection against many corrosive environments. During fire conditions. when the temper- ature around the sprinkler reaches it's operating temperature, the heat-sensitive liquid in the glass bulb ex- pands, causing the bulb to shatter, re- leasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler de- flector, forming a uniform spray pattern to extinguish or control the fire. Viking Model M ECOH-ELO Sprinklers may be ordered and/or used as open TECHNICAL DAT A Model M Extended Coverage•. • \ Ordinary Hazard • • •• Extra-Large Orifice Upright Approval Note: Viking Model M ECOH-ELO Sprinklers (Pendent and Upright) are listed for use in unobstructed construction and non-combustible obstructed construc• tion• consisting of solid steel and/or concrete beams as defined in NFPA 13 (1991 edition). * Web members of open web trusses must not exceed 1 • (25,4 mm) diameter. Ceiling slope: not to exceed 2• per foot (166 mm per meter). Hydraulic Design Note: Listing is for hydraulically calculated systems designed jith a minimum remote area of 1500 ft (139,35 m2), or five sprinklers, whichever is realer. sprinklers (glass bulb and pip cap as- sembly removed) on deluge systems. 4. TECHNICAL DATA LISTINGS AND APPROVALS See approval chart on page 83 c. Glass-bulb fluid temperature rated to -65 °F (-55 °C). Rated 175 psi (1 207 kPa) water working pressure. Factory tested hydrostatically to 500 psi Thread size: 3/4' NPT (20 mm BSP) Orifice Size: Nominal 5/8" (16 mm) K-Factor: 11.5 (16,6 metric, for use when pressure is measured in kPa). Minimum operating pressure: See ap- proval chart on page 83 c. Minimum spacing requirement: 8' -0' (2,438 m) Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 ECOH·ELO Pendent: USA Patent No. D348,71~ MATERIALS Frame: Brass castings UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Seal: Teflon® Tape Spring: Nickel Alloy Pintle Screw • Brass UNS-C36000. Sprinkler 83 a MODEL M EXTENDED COVERAGE ORDINARY HAZARD EXTRA-LARGE ORIFICE SPRINKLER : ·; 'Model M Extended Coverage . ; ;,; '.c • Ordinary Hazard •• Extra-Large Orifice Pendent Pip Cap -Bronze UNS-C31600 Tellon®-Coated Sprinklers: Spring: Nickel Alloy, exposed Pintle Screw: Brass UNS-C36000 Painted black for appearance only. Pip Cap: Bronze UNS-C31600 Teflon® Coated Polyester Coated Sprinklers: Spring: Nickel Alloy, exposed Pintle Screw: Brass UNS-C36000 'Painted white or blaok for appear- ance only. Pip Cap: Bronze UNS-C31600 ACCESSORIES Sprinkler Wrenches: • Standard ELO Wrench: Part No. 07297W/B. • Wrench for coated and recessed ELO sprinklers: Part No. 0756fN,JfB• •A½• ratchet is required (not supplied by Vi- king). AVAILABLE FINISHES Chrome-Enloy<> {£atents pending), Brass, Black Teflon , and White Polyes- ter [Black Polyester is available for part number 08340, with 155 °F (68 °C) tem- perature rating only]. 5. AVAILABILITY AND SERVICE Viking sprinklers are available through a network of domestic, Canadial'!_, and in- ternational distributors. See the Yellow Pages of the telephone directory for a lo· cal distributor (listed under "Sprin- klers-Automatic-Fire") or contact Viking. Viking Technical Data may be found on The Viking Corporation's Web site at http1/www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data page.' 6. GUARANTEES For details of warranty, refer to Viking"s current list price schedule or contact The Viking Corporation directly. Note: Units of measure in parentheses may be approximations. Form No. F _051393 Replaces sprinkler page 83 a-e, dated June 4, 1998 (added Black Polyester finish option for part number 08340). Sprinkler 83 b 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid re- quiremenlS of the approving agency. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from. the standards or any alteration to the sprinkler after tt leaves the factory in- cluding, but not limited to: painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in accor- dance with the latest published stan- dards of the National Fire Protection Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachversicherer or other similar or, ganizalions, and also with the provi- sions of governmental codes, ordi- nances, and standards whenever ap- plicable. The use of extended cover- age ordinary hazard extra-large ori- fice sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped, damaged, or ex- posed to temperatures In excess of the maximum ambient temperature allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. If a glass bulb lacks the appropriate amount of fluid, it should be set aside and returned to Viking (or an autho- rized Viking distributor) for analysis as soon as possible. If the sprinkler is not returned to Viking, it should be destroyed immediately. C. Corrosion-resistant sprinklers must be installed when subject to corro- sive ·almospheres. When installing corrosion-resistant sprinklers, take care not to damage the corro- sion-resistant coaling. Use only the special wrench designed for install- ing coated Viking sprinklers. (Any other wrench may damage the coat- ing.) D. The sprinkler must be installed after the piping is in place to prevent me- chanical damage. Before installation, be sure to have the appropriate sprin- kler model and style, with the correct orifice size, temperature rating, and response characteristics. TECHNICAL DATA April 22, 1999 MODEL M EXTENDED COVERAGE ORDINARY HAZARD EXTRA-LARGE ORIFICE SPRINKLER Sprinkler Nominal Sprinkler temperature Rating , Celllna Temr •rature at S0rlnkler Bulb Temperature Classlflcatlon4 Max. Ambient 'rernniAtlowed1 Max. Recommended Color (Fusing Point) Ambient Temp.2 Ordi 1 "'"" OF /QB o,-., 13Ft °F IF.7 O("I\ 1 rv1 oF ,,,a o(:l R~ lntenn~ii:ite 17" 'F 179 'Cl 15!=i. OF (QU 01"'\ 1=•F~• Yell~w l""•"'rmediate 20" OF, ...... o,..., 180 'F '82 'C\ 11;n oF oc\ Gr--n Hinh _,,.~ OS: (1 A◄ Or"\ ,ui,a oi:: r1-,n o,-., ,,.,i::: °F 1107 ° -"I - Sprinkler Finishes: Brass. Chrome-Enlo~, Black Teflon"'. and White Polyester, [Black Polyester is also available for PIN 08340, with the 155 °F (68 °C} temperature rating only]. Corrosion-resistant Coatlngs3: Black Teflon® and White Polyester [Black Polyester is avail- able lor P"'' OR340 in 11\A 155 'F 168 ,,..., temnsraturA r•tina an'"'· Footnotes 1 Based on National Fire Prevention and Control Administration, Contract No. 7-34860. 2 Based on NFPA-13. Other limits may apply depending on fire loading, sprinkler location, and other J"equirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the listed approving agencies. These tests cannot and do not represent all possible corrosive environments. Prior to installing, verify through the end user that the coatings are compati- ble or suitable for the proposed environment The coatings indicated are applied to the ex- posed exterior surfaces only and, therefore, cannot be used as open sprinklers. Note that the spring is exposed on the Teflon®-coated and Polyester-coated sprinklers. 4 Temaerature ratin" is• tamned on th0 deflector. Deflector Thread Size Nominal Orifice Nominal K-factor overall Lennth Base Part Style N.P.T. B.S.P. Inches mm U.S. metrlc5 Inches mm Number6 Upright 314" 20mm 5/8 16 11.5 16 6 2.75 69 9 08687 Pendent 314"' 20mm 5/8 16 11.5 16 6 2.75 699 08340 5 Metric K-factor shown is for use when pressure is measured in kPa. When pressure is measured in bar, multiply the metric K-factor shown by 10.0. 6 Part number shown is the base part number. For complete part number refer to current Viking price list schedule. Table 1 1. Install escutcheon (11 used), which is designed to thread onto the ex- ternal threads of the sprinkler. 2. Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only, tak- ing care not to allow a build-up of compound in the sprinkler inlet. 3. install the sprinkler on the piping using the special sprinkler wrench only.Take care notto over-tighten or damage the sprinkler operating parts. DO NOT use the deflector to start or thread the sprinkler into a fitting. E. After installation, the entire sprinkler system must be tested in accordance with the recognized installation stan- dards. The test is applied after the sprinkler installation to ensure that no damage has occurred to the sprinkler during shipping and installation and to make sure the sprinkler has been properly_ tightened. if a thread leak should occur, normally the sprinkler must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of lhe joint. Air testing the sprin- kler piping prior to testing with water may be considered in areas where leakage during testing must be pre- vented. Refer to the installation Guides and the Authority Having Ju- risdiction. F. Sprinklers must be protected from mechanical damage. Wet pipe sys- tems must be provided with ade- quate heat. When installing Model M ECOH-ELO Sprinklers on dry sys- tems, refer to the Installation Guides and the Authority Having Jurisdic- tion. 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire-protection system and devices in proper operating condi- tion. For minimum maintenance and in• spection requirements, refer to the Na- tional Fire Protection Association's pamphlet that describes care and main- tenance of sprinkler systems. In addi- tion, the Authority Having Jurisdiction may have additional maintenance, test- ing, and inspection requirements that must be followed. A. Sprinklers must be inspected on a regular basis for corrosion, mechani- cal damage, obstructions, paint, etc. The frequency of the inspections may vary due to corrosive atmo- spheres, waler supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be re- placed immediately. Sprinklers showing signs of corrosion shall be (continued on page 83 d) r op oF ft.,f;vY'(run..~ \00ci>6N -~cess~ u UPRIGHT AND PENDENT SPRINKLERS MODEL F950 SOLDER TYPE, 1/2" ORIFICE GENERAL DESCRIPTION The 1 /2 inch orifice Model F950 Up- right and Pendent Sprinklers are auto- matic sprinklers-of the fusible solder type. They are "standard sprinklers" and produce a hemispherical water dis- charge pattern below the deflector. Standard pendent (SSP) and upright (SSU) sprinklers may be used to re- place "old style" sprinklers installed in the pendent and upright positions. respectively, except where old style sprinklers are used in the upright pos- ition to wet the underside of decks and their structural members. In this latter case. the old style sprinkers can be replaced by using the standard pen- dent (SSP) sprinklers in the upright position. APPROVALS AND STANDARDS The 1/2 inch orifice Model F950 Up- right and Pendent Sprinklers are listed by Underwriters Laboratories Inc. and Underwriters' Laboratories of Canada. They are approved by Factory Mutual Research Corp., the Fire Offices' Com- mittee, Verband der Sachversicherer, and Assemblee Pleniere. The labora- tory listings and approvals only apply to the temperature rating, finish, and coating combinations stated in Table A. The 1/2 inch orifice F950 Upright and Pendent Sprinklers are also approved by the New York City Board of Stand- ards and Appeals under Calendar Num- ber 334-79-SA. WARNING The F950 Upright and Pendent Sprinklers described herein must be in- stalled and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addi- tion to the standards of any other authorities having jurisdiction. Fail- ure to do so may impair the integ- rity of this device. The owner is responsible for maintain- ing his fire protection system and devices in proper operating condition. The installing contractor or manufac- turer should be contacted relative to any questions. TECHNICAL DATA The 1/2 inch orifice F950 Upright and Printed In U.S.A. 8-84 TEMPERATURE RATING CEILING PLATE SEATING SURFAC] Components: 1-Frame 2-Strut 3-Hook 4-Deflector, SSU-3 for Upright Sprinkler, 7 SSP-2 for Pendent 6 Sprinkler 5-Heat Collector 6-Key 7-Button 8-Gasket b. ~~-1._1.__..5~=;!;,= 9-Solder ~1,.,"NPT 7111• lll.t1t1n1) MAKE·IN CROSS UPRIGHT PENDENT SECTION e 9 • FIGURE A, MODEL F960 UPRIGHT AND PENDENT SPRINKLER ASSEMBLIES FRAME NATURAL CHROME COR"°""OOf' CORROPROOF CORROPROOF TEMPERATURE LEAD WAX ENAMEL RATING COLOR BRASS PLATED COATING WAX OVER LEAD OVER LEAD CODE FINISH FINISH COATING COATING COATIN& 16!5F / 74C PLAIN 1,2,3 1,2,3 1,2 1 ,2 1,2 * 212F / IOOC WHITE 1,2,3 1,2,3 1,2 1,Z 1,2 * 286F/141C BLUE 1,2,3 1,2,3 1 * * 3!50F / I 77C RED 1,2,3 1,2,3 * * NOTES1 1. LISTED BY UNDERWRITERS LABORATORIES, INC. and UNDERWRITERS' LABORATORIES of CANADA 2. APPROVED BY FACTORY MUTUAL R!SEAACH CORP. 3. APPROVED BY FIRE OFFICES' COMMITTEE, VERBAND der SACHVERSJCHERER, and ASSEMBLEE PLENIERE * NOT AVAILABLE • TABLE A, LABORATORY LISTINGS AND APPROVALS Pendent Sprinklers are available in 165F, 212F, 286F, and 350F temper- ature ratings and they are rated for use at a maximum service pressure of 175 psi. They are available with natural brass or chrome plated finishes as well as lead, Corroproof wax, Corroproof wax over lead, or Corroproof enamel over lead coatings as indicated in Table A. The sprinkler frame is bronze either per ASTM B176(C87B00) or ASTM B584(C83600 or C84400). The Strut is silicone bronze per ASTM B97 (C65500). and the Deflectors are brass per ASTM B36(C22000 for SSU and C24000 for SSP). The Hook for the 165F and 212F sprinklers is phosphor bronze per ASTM B159(C51000) and in the case of the 2B6F and 360F sprinklers it is Monel per ASTM B127 (N04400). The Heat Collector and Key are copper per ASTM B 152 C10200), the Button is brass per ASTM B36(C23000) and the Gasket is copper per ASTM B152(C11000). DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) aJO 18 20 28 30 H PA TIAL CURVE ONLY MAX. PRES URE 175 PSI ~ .. ... ~ .. 1 H I ,. 128 ! 20 ~ I " 10 PARTIAL CURVE ONLY MA . PRESSURE 12.06 BARS o.a 1 ao 1a 100 128 tao DISCHARGE IN UTUS PER MtNUTE FIGURE B NOMINAL DISCHARGE CURVE The nominal discharge curve for both the upright and pendent sprinklers is plotted in Figure B, and represents the flow "O" in U. S. gallons per minute TD517 A~ UPRIGHT & PENDENT SPRINKLERS, MODEL F950, 1 /2" ORIFICE (gpm) as determined by the formula: Q=K-,/p; where the nominal sprinkler discharge coefficient "K" = 5.55 and "p" = pressure in pounds per square inch (psi). Listing standards permit the actual value of "K" to vary from 5.3 to 5.8. INSTALLATION The Model F950 Upright (SSU) Sprinklers must only be installed in the upright position. Pendent (SSP) sprinklers must only be installed in the pendent position, except where they are used to replace old style sprinklers which are employed in the upright position to wet the underside of decks and their structural members. Only use the Model F799 Offset Wrench shown in Figure C for install- ation of natural brass, chrome plated, lead coated, and enamel o~er lead coated sprinkers. Use an 8 or 10 inch crescent wrench to install wax and wax over lead coated sprinklers. FIGURE C OFFSET SPRINKLER WRENCH CARE AND MAINTENANCE Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100F/38C and they must never be painted, plated, coated or otherwise altered after leaving the factory. Modified or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers • both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quarter- ly by a qualified Inspection Service. WARRANTY Seller warrants for a period of one year from the date of shipment (war- ranty period) that the products fur- nished hereunder will be free from defects in material and workmanship. For further details on Wa"anty, see Price List. ORDERING PROCEDURE Sprinkler Assemblies: Specify: 1/2" orifice, (specify temper- ature rating), Model F950 (specify Up- right or Pendent) Sprinkler with (spec- ify type of finish or coating), PSN (specify). 1/2" Model F950 Upright Sprinklers Natural Brass Finish 165F/74C ....... PSN 50-904-1-165 212F /100C ...... PSN 50-904-1-212 286F/141C ...... PSN 50-904-1-286 350F/177C ...... PSN 50-904-1-350 Chrome Plated Finish 165F/74C ....... PSN 50-904-9-165 212F/100C ...... PSN 50-904-9-212 286F/141C ...... PSN 50-904-9-286 350F/177C ...... PSN 50-904-9-350 Lead Coating 165F/74C ....... PSN 50-904-7-165 212F/100C ...... PSN 50-904-7-212 286F/141C ...... PSN 50-904-7-286 350F/177C ...... PSN 50-904-7-350 Corroproof Wax Coating 165F/74C ....... PSN 50-904-6-165 212F/100C ...... PSN 50-904-6-212 Corroproof Wax Over Lead Coating 165F/74C ....... PSN 50-904-8-165 212F/100C ...... PSN 50-904-8-212 Corroproof Enamel Over Lead Coating 286F/141C ...... PSN 50-904-8-286 350F/177C ...... PSN 50-904-8-350 1/2" Model F950 Pendent Sprinklers Natural Brau Finish 165F/74C ....... PSN 50-910-1-165 212F/100C ...... PSN 50-910-1-212 286F/141C ...... PSN 50-910-1-286 350F/177C ...... PSN 50-910-1-350 Chrome Plated Finish 165F/74C ....... PSN 50-910-9-165 212F/100C ...... PSN 50-910-9-212 286F/141C ...... PSN 50-910-9-286 350F/177C ...... PSN 50-910-9-350 Lead Coating 165F/74C ....... PSN 50-910-7-165 212F/100C ...... PSN 50-910-7-212 286F/141C ...... PSN 50-910-7-286 350F/177C ...... PSN 50-910-7-350 Corroproof Wax Coating 165F/74C ....... PSN 60-910-6-165 212F/100C ...... PSN 50-910-6-212 Corroproof Wax Over Lead Coating 165F/74C ....... PSN 50-910-8-165 212F/100C ...... PSN 50-910-8-212 Corroproof Enamel Over Lead Coating 286F/141C ...... PSN 50-910-8-286 350F/177C ...... PSN 50-910-8-350 Separately Ordered Parts: Specify:Model F799 Offset Sprinkler Wrench, PSN 56-452-1-001. CONVERSION FACTORS Parenthetical metric conversions cited here- in are approximate. 1 inch 1 foot 1 psi 1 lb. 1 U.S.gallon 25.400 mm 0.3048m 6.895 kPa 0.0689 bar* 0.0703 kg/cm2• 0.4536 k~ 3.785 dm 3. 785 litres* *Not recognized International System units. WEIGHT The nominal weight of the F950 Up- right and Pendent Sprinklers is 0.19 pounds. ® Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER. NH 03833 A tqca INTERNATIONAL LTD. COMPANY • r HORIZONTAL SIDEWALL SPRINKLER MODEL F950/Q-46 SOLDER TYPE, 1/2" ORIFICE GENERAL DESCRIPTION The 1/2 inch orifice Model F950/O-46 Horizontal Sidewall Sprinkler (Ref. Figure A), is an automatic sprinkler of the fusible solder type. It is designed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Horizontal sidewall sprinklers are generally used in lieu of pendent or upright sprinklers because of aesthetic, building construction, or installation economy considerations. APPROVALS AND STANDARDS The Model F950/0-46 Horizontal Sidewall Sprinkler is listed by Under· writers Laboratories Inc. and Under- writers' Laboratories of Canada for use in Ordinary Hazard Occupancies. Fac- tory Mutual Research Corporation has approved the F950/O-46 for use in Light Hazard Occupancies. The labora- tory listings and approval only apply to the temperature rating, finish and coating combinations stated in Table A. The 1/2 inch orifice F950/0-46 is approved by the New York City Board of Standards and Appeals under Calen- dar Number 334-79-SA. WARNING The F950/Q-46 Horizontal Sidewall Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addi- tion to the standards of any . other authorities having jurisdiction. Fail- ure to do so may impair the integ- rity of this device. The owner is responsible for maintain- ing his fire protection system and devices in proper operating condition. The installing contractor or manufac- turer should be contacted relative to any questions. TECHNICAL DATA The F950/Q-46 is available with natur- al brass or chrome plated finishes in the 165F, 212F, 286F and 350F temperature ratings. It is also available with Corroproof wax, lead, or Corro- proof wax over lead coatings in the 165F and 212F temperature ratings. The F950/Q-46 is rated for use at a maximum service pressure of 175 psi. Material specifications are the same as for the F950 upright and pendent sprinklers described on TD517. Printed in U.S.A. 9-87 Components: 1-Frame 2-Strut 3-Hook 4-Deflector 5-Collector 6-Key 7-Button 8-Gasket 9-Solder TEMPERATURE RATING 4 ♦ 'L2 3.5° 5/16" (7,9mm) DEFLECTOR NOMINAL BOSS • (15.9mm)· 9 6 2" (50.8mm) 2-11/16" 68.3mm) CENTERLINE OF WATERWAY WALL PLATE SEATING SURFACE FIGURE A, MODEL F950/Q-46 SPRINKLER ASSEMBLY HORIZONTAL DISTANCE FROM DEFLECTOR BOSS, FEET 0 2 3 4 5 6 7 8 9 10 11 12 13 14 :;; 0 -~ g . I 111 li ;,, """ 2 ""' Z!i j! :I 3 !!!,._ Oo ;l~ 4 2~ I-a: ffi~ 5 >z ti 6 (o.) RESIDUAL PRESSURE -7.5 PSI (0.52 BARS) (b.) RESIDUAL PRESSURE -I 5 PSI ( 1.03 BARS) (c.) RESIDUAL PRESSURE -30 PSI (2.07 BARS) AND GREATER C. b. a. FIGURE B, UPPER LIMIT OF WATER SPRAY FOR THE F950/Q-46* •SEE TECHNICAL DATA AND WARRANTY SECTIONS TEMPERATI.R FRAME NATURAL CHROME CORROPROOF CORROPROOF COLOR BRASS PLATED L£AO WAX WAX RATING COATING OV£R l£AO CODE FINISH FINISH COATING COATING 165F' / 74C PLAIN 1, 2 1.2 1,'2 1,2 1,2 212F' / lOOC WHIT£ 1 ,2 1.2 1.2 1, 2 1.2 286F'/141C BLUE 1,2 1,2 * * * 350F' / 177C RED 1 1 * * * NOTES: I. LISTED BY UNDERWRITERS LA80RATORl£S INC. and UNDERWRITERS' LABORATORIES af CANADA 2. APPROVED BY FACTORY MUTUAL RESEARCH CORP. * NOT AVAILABLE TABLE A, LABORATORY LISTINGS AND APPROVAL TD536 ~ HORIZONTAL SIDEWALL SPRINKLER, MODEL F950/Q-46, 1/2" ORIFICE The F950/'.1-46 must be installed with a deflector to ceiling distance of between 4 and 6 inches. To meet this requirement, the centerline of the sprinkler waterway (Ref. Figure A), must be between 4-5/16 and 6-5/16 inches below the ceiling. Figure B illus• trates the upper limit of the water spray, as a function of residual pres- sure. The sprinkler must be spaced away from beams and other ceiling obstructions such that they will not interfere with the proper distribution of water by the sprinkler. NOTE Ceiling obstructions must be spaced above the "Upper Limit of Water Spray" which is associated with the maximum residual pressure for single sprinkler operation. DISCHAROI IN U.I, GALLONS Pl!R MINUTE (QPM) .JO 11 20 IS 30 35 g" ·~ ~ .. I .. ••• ? • ? • • • I•• • 2.0;;; I" • , i! uf ! 20 I .. u ,. MA ••• I SO 71 too 125 1110 DISCIIAROI! IN LITUII Pl!R IIINUTI! FIGURE C NOMINAL DISCHARGE CURVE FIGURED LEVELING OF SPRINKLER FITTING AND DEFLECTOR HAT FIGURE E OFFSET SPRINKLER WRENCH Soffits used for the installation of· Model F950/0-46 Sprinklers are to be a maximum of 6 inches wide (dis- tance from wall). NOTE So/fits wider than 6 inches are per• miffed if additional sprinkler protec-tion is provided for the area below the soffit. The maximum left or right distance between the centerline of the F950/ O-46 and an adjacent wall must be no more than one half the maximum mul- tiple sprinkler spacing permitted for the particular occupancy classification and type of ceiling construction. The nominal discharge curve plotted in Figure C represents the flow "O" in U.S. gallons per minute (GPM) as determined by the formula: Q=K Vp; where the nominal sprinkler discharge coefficient "K" = 5.55 and "p" = pressure in pounds per square inch (psi). Listing standards permit the actual value of "K" to vary from 5.3 to 5.8. INSTALLATION The Model F950/0·46 Sprinklers must be installed with the centerline of the waterway horizontal and perpendicu- lar to the back wall surface. The word "TOP" on the deflector must face up• wards toward the ceiling. It is recommended that a light weight spirit level (less than 1 pound), be used to level the sprinkler fitting and the sprinkler Deflector Hat, as shown in Figure D. NOTE The Deflector Hat is angled forward· downward at a nominal angle of 3.5• . Consequently, the spirit level must be carefully positioned left-to-right, when using it to level the Deflector Hat. Only use the Model F799 Offset Wrench shown in Figure E for install- ation of natural brass, chrome plated and lead coated sprinklers. Use an 8 or 10 inch crescent wrench to install wax and wax over lead coated sprinklers. CARE AND MAINTENANCE Automatic sprinklers must never be shipped or stored where their ternPer• atures will exceed 100F/38C and they must never be painted, plated, coated or otherwise altered after leaving the factory. Modified or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers -both before and after installation. Sprinklers dam• aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys· tern must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quarter- ly by a qualified Inspection Service. WARRANTY The data provided in Figure B is not intended for use as a minimum water spray profile specification. Seller warrants for a period of one year from the date of shipment (war· ranty period) that the products fur• nished hereunder will be free from defects in material and workmanship. For further details on Wa"anty, see Price List. ORDERING PROCEDURE Sprinkler Assemblies: Specify: 1/2" orifice, (specify tern• perature rating), Model F950/0·46 Horizontal Sidewall Sprinkler with (specify type of finish or coating), PSN (specify). Natural Brass Finish 165F/74C .... ." .. PSN 50-939-1-165 212F/100C ...... PSN 50-939-1-212 286F/141C ...... PSN 50-939-1-286 350F/177C ...... PSN 50-939-1-350 Chrome Plated Finish 165F/74C ....... PSN 50-939-9-165 212F/100C ...... PSN 50-939-9-212 286F/141C ...... PSN 50-939-9-286 350F/177C ...... PSN 50-939-9-350 Lead Coating 165F/74C ....... PSN 50-939-7-165 212F/100C ...... PSN 50-939-7-212 Corroproof Wax Coating 165F/74C ....... PSN 50-939-6-165 212F/100C ...... PSN 50-939-6-212 Corroproof Wax Over Lead Coating 165F/74C ....... PSN 50-939-8-165 212F/100C ...... PSN 50-939-8-212 Separately Ordered Parts: Specify: Model F799 Offset Sprinkler Wrench, PSN 56-452-1-001. CONVERSION FACTORS Parenthetical metric conversions cited here- in are approximate. 1 inch 1 foot 1 psi 1 lb. 1 U.S,Gallon 25.400 mm 0.3048 m 6.895 kPa 0.0689 bar• 0.0703 kg/cm2• 0.4536 kg_ 3.785 dmO 3. 785 litres• *Not recognized International System units ® Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A 1:qc:a INTERNATIONAL LTD. COMPANY ORV SPRINKLERS PENQENT, DEEP CEILING PENDENT, RECESSED PENDENT, AND UPRIGHT MODEL F960 DESIGNER, SR, 5 mm BULB TYPE, 1/2" (15 mm) ORIFICE GENERAL DESCRIPTION The 1/2 inch (15 mm) orifice Model F960 Designer Pendent, Deep Ceiling Pendent, Recessed Pendent, and Up- right Dry Sprinklers (Ref. Figure A) are automatic sprinklers of the frangible bulb type. They are "standard re- sponse -standard orifice spray sprink- lers· intended for use in fire sprinkler systems designed in accordance with the standard installation rules recog- nized by the applicable Listing or Ap- proval agency (e.g., UL Listing is based on NFPA 13 requirements). The Pendent, Deep Ceiling Pendent, Re- cessed Pendent, and Upright Sprink- lers all produce a hemispherical water discharge pattern below the deflector. Availablei;n a wide range of operating tem;ierati'.res and order lengths, the the ~'XU is intended for use in the following types of applications: • Where pendent sprinklers are re- quired on dry pipe systems that are exposed to freezing temperatures (e.g. sprinkler drops from unheated portions of buildings) • Where sprinklers and/or a portion of the connecting piping may be ex- posed to freezing temperatures (e.g. sprinkler drops from wet systems into freezers or sprinkler sprigs from wet systems into unheated attics) • Where pendent sprinklers are used on systems that are seasonably drained to avoid freezing (e.g. vaca- tion resort areas) When the F960 is in service, water is prevented from entering the assembly by the Plug & O-ring (Ref. Figure C) in the Inlet of the Sprinkler. Upon expo- sure to a temperature sufficient to op- erate the Bulb, the Bulb shatters and the Bulb Seat is released. The com- pressed Spring is then able to expand and push the Water Tube as well as the Gulde Tube outward. This action si- multaneously pulls inward on the Yoke, ddrawing the Plug & O-ring from the Inlet and initiating water flow. The Standard, Deep Ceiling, and Re- cessed Escutcheons for the F960 Dry Pendent Sprinklers are separable two- Printed In U.S.A. 12-96 .... ·7 ~,~- "s" ORDER LENGTH 1 WRENCH FLAT Order Length •s• of 2-1/2 to 48 inches (63,5 to 1219,2 mm) in 1/2 lnch (12,7 mm) increments. PENDENT (With Standard Escutcheon) SPRINKLER FITTING {REFER TO SYSTEM DESIGN SECTION)z {----r·;-------r 1-,. ... \ : : ~-~ : } : : ~-J "'---~ ~--' I.,·-: r---' ~;* "R" ORDER LENGTH l WRENCH FLAT _, FALlE OF FITTING Otder length "A" of 3-1/2 to 48 Inches (88,9 to 1219,2 mm) In 1/4 inch (6,4 mm) Increments. RECESSED PENDENT (With Racassad Escutcheon) "-, ~,~- T~ ORDER LENGTH WRENCH FLAT FACE OF CEILING Order Length •o· of 1/2 to 46 inches (12, 7 to 1168,4 mm) in 1/2 tnch (12,7 mm) increments. DEEP CEILING PENDENT (With Deep Celling Escutcheon) "u" ORDER LENGTH _L:,• ~ DEFLECTOR '--7 (-------, ~-t--: ~\ : :..--: I I ' ' ' ! , ' ' ,...._., -----, ~ _., ~--_,'--------~ .... __ _J SPRINKLER FITTING (REFER TO SYSTEM DESIGN SECTION) Order Length •u• of 5 to 48 inches (127,0 to 1219,6 mm) In 1/2 inch (12,7 mm) increments. UPRIGHT (Without Escutcheon) • Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE A MODEL F960 DRY SPRINKLERS TD552 SPRINKLER FINISH TYPE TEMPERATURE BULB NATURAL I CHROME RATING LIQUID BRASS PLATED COLOR 135.F/57'C Orange PENDENT", 155"F/68"C Red DEEP CEILING 175"Fn9"C Yellow PENDENT"", 1,2,3,5 and 200"F/93"C Green UPRIGHT""* 286"F/141"C Blue 360"F/182"C Mauve 135"F/57"C Orange ' RECESSED 155"F/68'C Red 1,2,4,5 PENDENT-•• 175"F/79"C Yellow 200"F/93"C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. 2. Listed by Underwriters' Laboratories of Canada. 3. Approved by Factory Mutual Research Corporation. 4. Approved by Factory Mutual Research Corporation for use In Light Hazard and Ordinary Hazard (Groups 1 and 2) Occupancies. The FM Approvals for Ordinary Hazard Occupancies Is limited to wet pipe sprinkler systems and preaction systems qualifylng as wet pipe systems. 5. Accepted by the City of New York under MEA 39-92-M. Order lengths of 2-1/2 to 48 Inches (63,5 to 1219,2 mm) Jn 1/2 inch increments. Order lengths of 1/2 to 46 inches (12, 7 to 1168,4 mm) in 1/2 inch Increments. 0 * Order lengths ofS to 48 Inches (127,0 to 1219,2 mm) In 1/2 Inch Increments. •·0 Order lengths of 3-1/2 to 48 Inches (88,9 to 1219,2 mm) in 1/4 inch Increments. TABLE A LABORATORY LISTINGS AND APPROVALS piece designs which allow installation of the sprinklers and pressure testing of the fire protection system, prior to installation of a suspended ceiling. They also permit removal of sus- pended ceiling panels without having to first shut down the fire protection system and remove the sprinklers. The combination of the outside diameter for the outer piece and the diameter of the ceiling hole also contributes to the ease of installation by covering offset clearance holes. APPROVALS AND STANDARDS Laboratory listings and approvals for the 1/2 inch (15 mm) orifice Model F960 Dry Sprinklers are given in Table A. WARNING The Model F960 Dry Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as applicable stan- dards of the National Fire Protection Asociation, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may im- pair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. The installing contractor or • manufacturer should be contacted rel- ative to any questions. The Model F960 Dry Sprinkler must only be installed in fittings that meet the requirements of the System Design section. I TECHNICAL DATA The 1/2 inch (15 mm) orifice Model F960 Dry Sprinklers are rated for use at a maximum service pressure of 175 psi (12, 1 bar). The available tempera- ture ratings, order lengths, sprinkler finishes, and escutcheon finishes, as applicable, are given in Tables B, C, D, and E. The nominal discharge curve plotted In Figure B represents the flow ·a· in GPM (LPM) as determined by the fol- lowing formula: where the nominal discharge coeffi- cient "K" equals 5.5 (79,2); and, "p" equals the residual pressure in psi (bar). listing standards permit the ac- tual value of "K" to vary from 5.3 to 5.8 (76,4 to 83,6); however, for hydraulic . 2. DIICNAIIQf: IN U.t. OALLOffl PU IIIINUTI (Ol'II) sJO 15 ID II 30 31 PARTIAL CURVE. ONLY MAX. PflE.SSURE 175 PSI PAIITIAL CURVE ONLY MAX.PRESSURE 11.07 ■AR SO 11 100 111 150 DIICNAMH! IN LITDI Pf:11 MINUTI FfGUREB ... ••• •• ... NOMINAL DISCHARGE CURVE SPRING WATER TUBE VENT HOLE Lif-!4--PLUG 8 0-RING FIGUREC MODEL F960 INLET YOKE CASING INSERT DEFLECTOR DRY SPRINKLER -ASSEMBLY- (Pendent Deflector Shown) calculations a K-factor of 5.5 (79,2) Is to be applied. Figure C illustrates the F960 'l!'sem- bly. The Plug and Inlet are brass per ASTM B16 (036000), and the O-ring Is silicone rubber. The Casing is ualva- nized carbon steel per SAE 1008 Class M. The Frame is bronzil per ASTM B62 (083600), the Defleclor is C 1- 2·3/16" ! 1/4" (55,6 ! 6,4mm) 3"01A (76,2 mm) 1·3i'4"01A. PENDENT (With Two-piece Standard Escutcheon) T 4-1/4" ! 1/4" (88,9mm) 2•1/2" DIA. (63,5mm) (108,0 .!. 6,4mm)'=a!c=:=~ L DEEP CEILING PENDENT (With Two-piece Deep Celling Escutcheon) FIGURED 1·3/8"! 118" (34,9 ! 3,2 mm) 2-718" DIA. (73/jmml 2•1/4" OJA. (57,2mm) RECESSED PENDENT (With Two-piece Recesaed Escutcheon) PENDENT, DEEP CEILING PENDENT, AND RECESSED PENDENT CEILING DETAILS brass per ASTM B36 (C22000), the Compression Screw is bronze per ASTM B140 (C31400).The Water Tube is brass per ASTM B135 (C33000). The Bulb Seat, Spring, and Yoke are all Type 302 stainless steel. : The Gui~e Tu'be sub-assembly is con- structed \of ..-Type 302 stainless steel and brass per ASTM B16 (C31600). The two pieces of the Standard, Deep Ceiling, and Recessed Escutcheons are low carbon steel. The inner piece of each type escutcheon is perma- nently secured to the F960 assembly. ' SYSTEM DESIGN The F960 Dry Sprinklers are to be in- stalled in the 1 inch N PT outlet of a malleable iron threaded tee fitting per ANSI B16.3 or cast iron threaded tee fitting per ANSI B16.4 with the end sprinkler fitting on a branch line to be plugged as shown In Figure A; or, in- stalled In the side outlet of a Gruvlok® Figure 7105 Sock-It™ x 1 inch NPT side outlet fitting manufactured by Grinnell Corporation. Only use maxi- mum 2-1/2 Inch size reducing tee's for dry pipe sprinkler systems. NOTES Do not install the F960 into any other type fitting without first consulting the Technica~ Data Department. Fail- ure to use the, appropriate fitting may "1result in; failure of the sprinkler to properly O'perate due to formation of ice ouer the inlet Plug or binding of the inlet Plug,· or, insufficient engagement of the inlet pipe threads with conse- quent leakage. In the case of a dry pipe sprinkler system subject to freezing, the use of a fitting of other than the types specified may result in failure of the sprinkler to properly operate due to the forma- tion of ice over the F960 Inlet. Branch, cross, and feedmain piping connected to F960 Dry Sprinklers and subject to freezinq temperatures must be pitched for drainage in accordance with the minimum requirements of the National Fire Protection Association for dry pipe sprinkler systems. When F960 Dry Sprinklers are to be used in wet pipe sprinkler systems pro- tecting areas subject to freezing temp peratures (e.g., sprinkler drops into freezers or sprinkler sprigs into attics), consideration must be given to the ap- propriate length of the sprinkler that will prevent freezing of the water in the connecting pipes, due to conduction. When the temperature surrounding the wet pipe sprinkler system is main- tained at a minimum temperature of 40"F/4'C, the following are the mini- mum recommended lengths between the face of the F960 sprinkler fitting and the outside sur1ace of the pro- tected area (i.e., length exposed to minimum ambient of 40"F/4"C): • 12 inches (300 mm) when the tem- perature within the protected area is -20"F/-29"C; • 18 inches (450 mm) when the tem- perature within the protected area is -40"F/-40'C; and, • 24 Inches (600 mm) when the tem- perature within the protected area is -60'F/-51"C, NOTE When the F960 Pendent, Deep Ceiling Pendent, or Recessed Pendent Sprink- lers penetra'te a ceiling into an area subject to freezing, the clearance space around the Sprinkler Casing must be comple-tely sealed, in order to preuent the leakage of moist air into the freez- ing area which might result in the formation of condensate around the Frame, Defl.ecto,; Bulb Seat, or Bulb. Failure to preuent the formation of condensate could result in the build- up of ice around the releasing compo- nents and, consequently, either an in- aduertant operation of the-sprinkler or, impaired operation due to reduced thermal sensitiuity. t DuPont Registered Trademark INDICATING BOSSES ARE IN LINE WITH SPRINKLER FRAME ARMS FIGURE E MODEL F870 WRENCH INSTALLATION NOTES The Model F960 Dry Sprinkler must only be installed in fittings that meet the requirements of the System Design section. Refer to the System Design section for other important requirements regard- ing piping design and sealing of the clearance space around the SprirMlt!r CclSing. Do not install any bulb type sprinkler if the bulb is cracked or tlltt-e is a loss i-.· of liquid from the bulb. With the sprinkler held horizontal, a small air bubble should be present. The diame- ter of the air bubble varies from ap- proximately 1116 inch (1,6 mm) for the 135"F/57"C roting to 1/8 inch (3.2 mm) for the 360"F/ 182"C roting. Prior to installing either Pendent, Deep Ceiling Pendent, or Recessed Pen- dent Sprinklers, verify that the sprink• lerflttlng is located so that the face-of- fitting to face-of-ceiling distance is within plus or minus 1/4 Inch (6,4 mm) of the sprinkler order length for Stan- dard or Deep Ceiling Escutcheon in- stallations or within plus or minus 1 /8 inch (3,2 mm) for Recessed Escutch- eon Installations. The remaintng es- cutcheon adjustment can then be used to compensate for the possible manu- facturing variations in the take-out of the fittings, as well as in the make-In of the sprinklers (as permitted by ANSI 81.20.1). Proceed with the installation as fol- lows: 1. Apply pipe thread sealant sparingly to the 1 inch NPT sprinkler threads PSN 60 -XXX.-X -XX X ·s· ORDER TEMPERATURE RATING 960 135'F I 57"C 961 155"F /68'C 962 175'F 179'C 963 200'F /93'C 964 286'F I 141'C 965 360'F I 182'C I 0 1 9 SPRINKLER FINISH CHROME PLATED NATURAL BRASS CHROME PLATED ESCUTCHEO PLATE FINISH WHITE PAINTED WHITE PAINTED CHROME PLATED N 055' 080 185 365 370 LENGTH 2.5" to 48.0" In 1/2 Inch Increments (EXAMPLE) R 5.5" 8.0" 18.5' 36.5" 37.0" TABLE B PSN SELECTION -MODEL F960 DRY PENDENT SPRINKLERS PSN 60 -XXX.-X -XX X "D' ORDER TEMPERATURE RATING SPRINKLER 930 135'F /57'C FINISH 931 155'F l68'C 0 CHROME 932 175'F /79'C PLATED 933 200'F l93'C NATURAL BRASS 934 286'F I 141'C 9 CHROME 935 360'F 1182'C PLATED ESCUTCHEO PLATE FINISH WHITE PAINTED WHITE PAINTED CHROME PLATED N 005., 080 185 365 370 LENGTH 0.5" to 46.0" In 1/2 Inch Increments (EXAMPLE) 0.5" 8.0" 18.5" 36.5" 37.0" TABLE C PSN SELECTION -MODEL F960 DEEP CEILING DRY PENDENT SPRINKLERS only. Use of a Teflont based pipe joint sealant Is recommended. 2. Install the F960 by wrenching on the Casing with a pipe wrench, when- ever the Casing is readily access- able. Otherwise, use a 1 0 inch adjustable wrench applied to the sprinkler wn,nch flats for Standard and Deep Ceiling Escutcheon installations or, the M-1 F870 Sprinkler Wrench (Rel. Figure E) with a 1/2 Inch _..., for Recessed Escutch- een ifllfllflations. NOTES A leak tight 1 inch NPT sprinkler joint should be obtained with a torque of 20 to 30 ft.lbs. Higher -4 - levels of torque may distort the Inlet with consequent leakage or impairment of the sprinkler:. Do not attempt to make-up for in- sufficient adjustment in the es- cutcheon by under-or over-tight- ening the sprinkler. Readjust the position of the sprinkler fitting to suit. When using the F870 Wrench, push up on the Wrench while it is being turned to e11sure that the Wrench recess stayS.fully engage~ with the sprinkler wrerich flats. • 3. After a suspended ceiling has been installed or the finish coat has been applied to a fixed ceiling (as applica- ble), slide on the outer piece of the r ,i . I PSN 60 -XXX. X -XXX "R" ORDER I I LENGTH a.s• to 48.o· In 1/4 Inch Increments SPRINKLER ESCUTCHEON ~~-FINISH PLATE i TE • TURE FINISH ING (EXAMPLE) 055 5.50" 0 CHROME WHITE 970 135"F 157"C PLATED PAINTED 082 8.25" 971 155"F 168'C 1 NATURAL WHITE 180 18.00' BRASS PAINTED 972 175'F /79"C 187 18.75' 9 CHROME CHROME 973 200"F /93"C PLATED PLATED 372 37.25' TABLED PSN SELECTION -MODEL F960 DRY RECESSED PENDENT SPRINKLERS PSN 60 -XXX. -X -XX X ·u· ORDER I LENGTH s.o· to 48.0" TEMPERATURE RATING In 1/2 Inch Increments 980 135'F I 57"C (EXAMPLE) '981 "1ss·r·,se·c SPRINKLER FINISH 055 5.5' 982 175'F I 79'C 983 200'F /93'C 984 286"F/141'C 9 985 360"F 1152·c NATURAL BRASS CHROME PLATED 080 185 365 370 8.0' 18.5' 38.5' 37.0' TABLE E PSN SELECTION -MODEL F960 DRY UPRIGHT SPRINKLERS Escutcheon until it comes in contact with the ceiling. Do not lift the ceiling panel out of its normal position . In the case of the outer piece of the Deep Ceiling Escutcheon, hold the outer piece in contact with the mounting surface (ceiling), and then rotate the inner piece approximately 1/4 turn with respect to the outer piece, to hold the Deep Escutcheon finnly together. CARE AND MAINTENANCE Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 100'F/38"C and they mList never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers -both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twisVslippage, or the like, must be re• placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (ref. Installation Section Note.) NOTES Absence of the outer piece of an es- -5 - cutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fi,re situation. Before closing a fire protection system control valve for maintenance work on the fire protection system which it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notiried. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. NOTES It is recommended that the piping connected to pendent and recessed pendent sprinklers be periodically checked to assure that proper pitch and drainage is in accordance-with the minimum requirements of the Na- tional Fire Protection Association, if the piping is subject to freezing tem- peratures. A Vent Hole is provided in the Bulb Seat (Ref. Figure C) to indicate if tir,, Dry Sprinkler is remaining dry. Evi- dence of leakage from the Vent Hole is an indication that the Plug and 0- ring may be leaking and, therefore, is an indication that the sprinkler needs to be removed for determining the cause of leakage (e.g. an improper in- stallation or an ice plug). The fire protection system control valve must be closed and the system drained be- fore removing the sprinkler. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunder will be free from defects in material and workmanship. For further details on Warranty; see Price List. ---:;-;-;-:;-;:;:;;;;--:;-;:-:-::-:-:-:~;::-;~z~::::::----······---·------------------os11212000 FRI 10:19 FAX ~ ~ li!J00l/002 . I ~~~ JIJ;;i~~ LO E MODEL JN BULB SPRAY SERIES FIRE SPRINKLER UPRIGHT•PENDENT CORPORATION VERTICAL SIDEWALL ~~~-f--UJ~~-DJ.,1_qWG HORIZONTALS/DEWALL ~ C \ -~ CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Model JN Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensltlve element. While ihe sprinkler provides an aesthetically pleasini appearance, It can be Installed wherever standard spray sprinklers are specified. This sprinkler series is available In various styles, orlficas, temperature mngs and finishes to meet varying design requiremems. The heart of Globe's Model JN sprinkler proven aauatlng assembly Is a hermetically sealed frarwble glass ampule that contains a precisely measured amount of llukl When heat Is abtorbed, the liquid within the bulb expands intreaSing the Internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This resuhs in water discham which Is distributed in an approved pattern depending upon the deftecr.or style used. TECHNICAL DATA • U.S. Patent No. S,494,114. • See reverse side for ApprQVals and Specifications. • Temperawre Ratings· 135"F (S7°C), ISS"F (68"C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360"F (182°C), SOO"F (260"C). ~ Water Working Pressure Rating • 175 psi ( 12 Bars). " Factory tested hydrostatically to S00 psi (34 Bars). • Maximum low temperature glass bulb rating is -67"F (-55°C). ~ Frame • bronze • Deftector -brass ~ Screw • brass ,. Bulb seat -engineered plastic " 0-ring • silicone elastomer • Bulb • glass with glycerin solution, Smm sr.ce. UPRIGHT PENDENT CONVENTIONAL VERTICAL ·SIDEWALL· HORIZONTAL SIDEWALL ~ SPRINKLER TEMPERATURE RATING/CLA.SSJFJCA.TION and. COLOR CODING CLASSIFICATION OIIDINAAY INTEI\HEOIATE HIGH EXTMHIGH ULTI\AHIGH AVAILABLE Sf'RINKLEll TEHf'EIU(ll.lllES ◄OTT AIRPARK DRIVE, STANDISH, MICHIGAN ◄8658 APRIL 1998 A-12N BULBCOLOll ORANGf/RED YELlOW/GllEEN lll.U£ t1AIJVE Bl.ACK N,liP.A. MAXIMUM CEILING TEHPl!RATURE 517-846-4583 • FAX517-846-9231 BULLETIN JN•f, REV, #4 • 0511212000 FRI 10:20 FAX 14) 002/002 . AUTOMATIC SPRINKLERS MODEL JN BULB SPRAY SERIES UPRIGHT• PENDENT• VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OL!) STYLE) SPECIFICATIONS ORIFICE5al! NOMINAL "It" FACTOR THlll!AD SIZE "L1iNCITH l'INISHES 318' (10mm) 2.8 7/16" (12.S mm) ◄.2 1/2' (IS mm) 5.6 17/32" tlOmm) 7.8 -''f'fllf"'"" tlOmm) 8.1 '"'" $TYi.i ORIFICII '"" 11S'P IIZI src 61"C 7t'C J/f" X X X 7/16" X X X Ul'IIIGHT Ill" X X X 17m'" X X X 1711'¥' )( X X :Ill" x. X X 7/16" X X X PENDEN1' 1/2" X X X 17132 .. X X X 111.1r X X X Wt X X X VBfflCAI. 7/16" X X X $1DIY\lw.. t 112· X X X Jtr X X X H0RIZONl'AL 7/16" X X X SIDl;V,I\U. f ur X X X CCtMNTIONAL Ill" X X X. (OU) ST'IIJ!l 17/J:t'" X X X ORDERING INFORMATION SPECll'Y Quander • Hodel Number • Slyle Otiftce • ThNld Sim , TeMpenture Finilhosdtllnd (39 matric) 1/l"Nl'T "'2 1/4' (S.7 an) Flaoryllronze -s.r.inO.rcme (59 matric) 1/2' Nl'T ""2 114" (5.7 cm) llrilht°'"""" (IO-) 112· NPl' 2 1/4" (5.7 CM) 'MlloePo'1-r 81 (111 metric) 1/2" NPT ""2 II◄' (5.7 cm) (116 -•) 3/◄" Nl'T • IXQ.UOING PINlU. APPROVALS -~Y~ON-ORDEL '\w, tt 200"F w·, U.L CANADIAN F.H. LP.C. N. Y.C.-D.o.a. 91•c 141'C lll'C . 11.L MEA 101-92-E X X X X X X --X X X X X X X --X X X X X X X X X X X X X X X X X -X X X X X X X X X X X X X X X X --X X X X X X X -· -X X X X X X X X, X X ... , X X X X X X X/. -X X X X X X X X. X X X X X X X X --X X X X X X X --X X X X X X X • X -X X X X X X X --X X X X X X X --X X X X X X X X X X X X X X X -X X X X X X X X -X X I HORIZO.n'AI. SIDEWAU U. LISTED l'OR DifllCTOK 4• 10 12" 1111.0WlHE <DJNG. t'YlltTICALSIOE'WAU.ULUSTEDFOAUGHT'HA!'AlOONLY. t W 119.11CAL Slll!WAU.UL LlfflD rott.\WllGMT INSTNJ.ATION ()NLY. • 17/Jr X Ill" NPT. tt JOO'f ANO 500'f AA! MOOl!L 1." GLOBE" PRODUCT WARRANTY Quandcy. Model JN w-. . PIN l2S390 (1/2"); PIN 312366 (LO.) Globe agrees to repair or replace any of la own manurac• ture<I producufwncl«>b• defective in~ orworkmon- 1hlp fer a period of°"" year from dace of shipment. For specific detail$ of our warranty please refer to Price .. ,21;1, v,' CORPOIIADON Un Tenns and Condldons of Sale (Our·Priee Ust). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 S17-846-4583 FAX 517-846-9231 1-800-248-0278 www.globesprinlder.com APRIL 1998 PRINTl:D U.SA BULLEflNJN-1, REV. #4 ~\\~·M='• ® ~ rtc-fftL---e.. ::: Z&S ~ f lf('WfCA-'<---:::: "Z I '2.--0 • ru-0£> CONVENTIONAL (OLD STYLE) SPRINKLERS UNIVERSAL MODEL A STANDARD RESPONSE, 5mm BULB TYPE 2-3/ISN 155,6mm) 1-1/211 138,1mm) 2-1/4" (57,2mm) I-1/2" (38,1mm) 3 SHOWN PENDENT CROSS SECTION SHOWN UPRIGHT SHOWN PENDENT CROSS SECTION SHOWN UPRIGHT 1/2 Inch (15mm) Orifice/ 1/2 Inch NPT'' 17/32 Inch (20mm) Orifice/ 3/4 Inch NPT" 1 -Frame 2 -Button 3 -Gasketed Spring Plate 4 -Bulb 5 -Compression Screw * Temperature rating is indicated on deflector or adjacent to orifice seat on the frame. ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE A 6 -Deflector MODEL A CONVENTIONAL (OLD STYLE) SPRINKLERS GENERAL DESCRIPTION The standard response Universal Model A Conventional (Old Style) Sprinklers (Ref. Figure A) are auto- matic sprinklers of the frangible bulb type. They are available in either 1/2 inch (15mm) standard or 17/32 inch (20mm) large orifice sizes. These sprinklers are intended to be installed either pendent or upright, and in either position, they produce a spherical water discharge pattern with approxi- mately 50% of the discharge directed upwards and approximately 50% of the discharge directed downwards. Conventional sprinklers are generally used with Ordinary and Extra High Hazard Class Systems, as defined by the automatic sprinkler system instal- lation rules of the country and authority having jurisdiction. The NFPA permits the use of "Old Style Sprinklers" where special construction features require a unique water distribution; for the pro- Printed in U.S.A. 4-94 tecton of fur vaults; or, the replace- ment of similar sprinklers that had been installed prior to 1955. APPROVALS AND STANDARDS Laboratory listings and approvals for the 1/2 inch (15mm) or 17/32 inch (20mm) orifice Model A Conventional Sprinklers are given in Table A. WARNING The Model A Conuentional Sprinklers described herein must be installed and maintained in compliance with this document, as well as applicable standards of the National Fire Protec- tion Association, in addition 'to the standards of any other authorities having jurisdiction. Failure to do so may impair the integrity of these de- vices. The owner is responsible for main- taining their fire protection system and devices in "proper operating con- dition. The installing contractor or manufacturer should be contacted rel- ative to any questions. Installation of Model A Conventional Sprinklers in recessed escutcheons will void all sprinkler warranties, as well as possibly uoid the sprinkler's Approuals and I or Listings. TECHNICAL DATA The 1/2 inch (15mm) or 17/32 inch (20mm) orifice Model A Conventional Sprinklers are rated for use at a maxi- mum service pressure of 175 psi (12, 1 bar) and they are available in the tem- perature ratings and finishes indicated in Table A. The nominal discharge curves plotted in Figure B represent the flow "Q" in TD508M SPRINKLER ANISH TYPE TEMPERATURE FRAME BULB NATURAL CHROME POLYESTER RATING COLOR LIQUID BRASS PLATED COATED CODE COLOR {All Colorsl 135"F/57'C Unpainted Orange 1/X" (15mm) & 155°F/68°C Unpainted Red 17/32'"~0mm~ CONVE ON L 175°F/79°C White Yellow 1, 2, 3, 4 (UPRIGHT OR 200"F/93"C White Green PENDENT) 286°F/141°C Blue Blue 360°F/182°C Red Mauve NOTES: 1. Listed by Underwriters Laboratories. Inc. 2. Listed by Underwriters' Laboratories ol Canada. 3. Approved by the Loss Prevention Council (United Kingdom). 4. Approved by the Scientific Services Laboratory (Australia). GPM (LPM) as determined by the fol- lowing formula: O=K{p where the nominal discharge coeffi- cient "K" equals 5.6 (80, 7) for the 1 /2 inch orifice and 8.1 (116,8) for the 17/32" orifice; and, '"p" equals the re- sidual flowing pressure in psi (bar). Listing standards permit the actual value of "K" to vary from 5.3 to 5.8 (76,4 to to 83,6) for the 1/2 inch orifice and 7.4 to 8.2 (106,7 to 118,2) for the 17/32 inch orifice; however, for hy- draulic calculations, a K-factor of 5.6 (80, 7) is to be applied for the 1 /2 inch orifice and 8.1· (116,8) for the 17/32 inch orifice. The Frame of the Model A Sprinkler (Ref. Figure A), is bronze per ASTM B176 (C87800) or, a proprietary alloy designated as QM. The Button (bulb retainer) is phospher bronze per ASTM B103 (C51000 or C52100). The Gasketed Spring Plate consists of a Berylium Nickel (N03360) disc spring that is sealed on both its inside and outside faces with a Teflonf gasket. The Compression Screw is bronze per ASTM B140 (C31400) and the Deflec- tor is brass per ASTM B 152 (C11000). The Model A Sprinklers utilize a 5mm diameter frangible bulb. Table A indi- cates the bulb liquid color as a function of temperature rating. INSTALLATION NOTES Do not install any bulb type sprinkler if the ·bulb is cracked or there is a loss of liquid from the bulb. With the TABLE A LABORATORY LISTINGS AND APPROVALS DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) DISCHARGE IN U.S. GALLONS PER MINUTE (GPM) 10 15 2D 25 30 35 2D 25 30 35 40 45 50 55 50 50 ffi45 PARTIA L CURVE ONLY 3,0 ii 45 PARTIAL CURVE ONLY 3,0 " " a 40 MAX. PR ESSURE 175 f'.'~I % MAX. PRESSURE 175 PSI U 40 • • • ,,, • 2,5 !:i 35 ~ 35 a • a 0 1 -.: ,i~ C 0 0 m 0 ' ... 2,0 ~ • 30 E ... , ,,o • • • • 0 • • 0 ,, a ... 0" ,. 0 ~ 25 z . o* 0 a 1,5 t! a .. 0 " * 0 1.5 ~ 20 ~ • • 2D ,'f • ,,~o • • • • a 15 1,0 a 15 1,0 0 0 0 0 • • f 10 PARTIAL CU RVE ONLY f 10 PARTIAL CURVE ONLY MAX. PRESSURE 12,1 BAR MAX. PRESSURE 12, 1 BAR . ' . ' 0,5 ' 0,5 5 50 75 100 "' 150 100 "' 150 175 200 DISCHARGE IN LITRES PER MINUTE DISCHARGE IN LITRES PER MINUTE 1/2 Inch (15mm) Orifice 17/32 Inch (20mm) Orifice FIGURE B NOMINAL DISCHARGE CURVES sprinkler held horizontal, a small air bubble should be present. The diame• ter of the air bubble is approximately 1 I 16 inch (1,6mm) for the 135 'FI 57 'C to 3 / 32 inch (2,4mm) for the 360 'FI 182 'C rating. (At higher ambient temperatures, the bubble may be barely perceptable for the lower temperature ratings.) Installation of Model A Conventional Sprinklers in recessed escutcheons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and I or Listings. The Model A Conventional Sprinklers must be installed in accordance with the following instructions. 1. Prior to installing the sprinklers and if applicable, verify that the face of the sprinkler fitting is within the proper range of distance which can be accommodated by the type of escutcheon being used. 2. After installing the escutcheon, as applicable, over the sprinkler threads, apply pipe thread sealant sparingly to the sprinkler threads t DuPont Registered Trademark 0 lJ u C "SELECTION: Select the appropriate wrench based on the following require- ments: A. Model A Sprinklers with a natu- ral brass or chrome plated fin- ish may be be installed using an 8 or 10 inch adjustable Cres- cent type wrench or the Model F850 Sprinkler Wrench. B. Model A Sprinklers with a poly- ester coated finish must only be installed with the Model F850 Sprinkler Wrench. USE: t ® r!r!i~~--. I ------' 11rs-~e~A~--,"---- ,.------... -" ' r, ,, 'l~---r-1----:-1- •--L-__ ....l.....J '-'---~-----4J WRENCH LUGS _____ _, Model F850 Nylon Coated Sprinkler Wrench When using an 8 or 10 inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Ref. Figure A). To use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1 /2 inch ratchet drive or by applying an 8 or 10 inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the fitting. The two lugs located on opposite sides of the Wrench indicate the orientation of the sprinkler frame arms. NOTE Push up on the Sprinkler Wrench, while it is being turned, to ensure that the Wrench recess stays fully engaged with the sprinkler wrench flats. Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flats, and then passing it sideways over the sprinkler deflector. FIGUREC SPRINKLER WRENCH SELECTION AND USE only. Use of a Teflont based pipe thread sealant is recommended. 3. Hand tighten the sprinkler into the sprinkler fitting. 4. Refer to Figure C and select the appropriate Sprinkler Wrench for tightening the sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installing polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 1 I 2 inch NPT sprink- ler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maximum of 20 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers with 1 I 2 inch NPT connections. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. A leak tight 3 I 4 inch NPT sprink- ler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft. lbs. (40, 7 Nm) of torque is to be used to install sprinklers with 3 I 4 inch NPT connections. Higher lev- els of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to make-up for in- . sufficient adjustment in the es- cutcheon plate by under-or over- tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. CARE AND MAINTENANCE Automatic sprinklers must never be shipped or stored where their temper- atures will exceed 1 00"F/38"C and they must never be painted, plated, coated or otherwise altered after leav- ing the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers -both before and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (ref. Installation Section Note). NOTES Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Before closing a fire protection system control valve for maintenance work on the fire protection system which it con• trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products furnished hereunde, will be free from defects in material and workmanship. For further details on Warranty, see Price List. • ORDERING PROCEDURE A Product Symbol Number (PSN) is not specified when ordering polyester coated Model A Sprinklers with other than a white color or when ordering sprinklers with thread connections per ISO 7/1. It is suggested that a color chip be provided when ordering spe- cial color finishes. Otherwise, respon- sibility for duplication cannot be ac- cepted. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: (specify 1 /2" or 17 /32" orifice), (specify temperature ratinlJ), Model A Conventional Sprinkler with (specify type of finish), PSN (specify from Table 8). "Special Order" Sprinkler Assemblies with ISO 7/1 Thread Connections: Specify: (specify 1/2" or 17/32" orifice), (specify temperature rating), Model A Conventional Sprinkler with (specify type of finish) and with thread connec- tion per ISO 7/1. Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56-850-4-001. WEIGHT The nominal weights are as follows. 1 /2" Orifice Model A Conventional Sprinkler . . . . 2.2 ozs. (61 g) 11132• Orfflce Model A Conventional Sprinkler . . . . . 2.7 ozs. (77 g) Model FSSO SprinklerWrench......... 15.5ozs. (440g) PSN 57 -XXX -X -XXX I TEMPERATURE TYPE 1/2" ORIFICE 573 CONVENTIONAL 17/32" ORIFICE 593 CONVENTIONAL 1 4 9 135 155 SPRINKLER FINISH 175 NATURAL BRASS 200 WHITE POLYESTER 286 CHROME PLATED 360 TABLES PRODUCT SYMBOL NUMBER SELECTION FOR MODEL A CONVENTIONAL SPRINKLERS WITH NPT CONNECTIONS RATING 135"F/57"C 155"F/68"C 175'F/79"C 200"F/93"C 286'F/141 "C 360"F/182'C ®Reg.trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A tqca IN TERNA T/ONAL LTD. COMPANY 0 PENDENT & RECESSED PENDENT RESIDENTIAL SPRINKLERS MODEL F680 DESIGNER, BULB TYPE, 3.0 K-FACTOR, 155.F Component•: 1 -Frame 2 -Bunon 3 • Gasketed Spring Plale 4 • Bulb 5 -Compression Screw 6 -Deflector" 7 • Bushing 8 -EjeeUon Spring Temperature rating 1s W'ldicated on Deflector. 2·3/16" 155,6 rm,) J_ PENDENT ESCUTCHEON SEATING SURFACE 1-1/2" (38,1mm) _L FIGURE A 3 2 4::.,1----5 =&!i=>-6 CROSS SECTION 3.0 K-FACTOR MODEL F680 DESIGNER RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS GENERAL DESCRIPTION The 3.0 K-factor, Model F680 Designer Residential Pendent and Recessed Pendent Sprinklers (Ref. Figure A) are automatic sprinklers of the frangible bulb type. They are to be used in • wet. pipe residential sprinkler sys• tems for one-and two-family dwell• ings and mobile homes per NFPA 13D. • wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R, and • wet pipe sprinkler systems lor the residential portions of any occu- pancy per NFPA 13. The recessed versions of the Model F680 Sprinkler are obtained by utiliz- ing the Model F680 Pendent Sprinkler ,n combination with the Model F700 Recessed Escutcheon (Ref. Figures A and C-2). The F700 Recessed Es- cu1cheon provides 1/2 inch (12,7mm) of recessed adjustment or up to 3/4 inch (19, 1 mm) of total adjustmentfrom lhe flush pendent position. The F700 has a separable two-piece design which allows installation of the sprinklers and pressure testing of the fire protection system, prior to ceiling construction and/or application of a fin• Printed in U.S.A. 12-96 ish coat to the ceiling. They also permit refinishing of a ceiling surface without having to first shut down the fire pro- tection system and remove the sprink· lers. The adjustment provided by the F700 substantially reduces the accuracy to which the length of fixed pipe drops to the sprinklers must be cut. Also, the Closure has a 1/2 inch (12,7mm) wide flange which provides ample clear- ance for covering the mounting hole. The F680 Sprinklers have been de• signed to operate with a particular tem- perature rating and heat responsive thermal characteristic, as well as to discharge water in a specific pattern and quantity per square foot relation- ship. The combination of the perter• mance characteristics which are asso- ciated with the F680 Sprinklers have been proven to help in the control of residential type fires and, therefore, to improve the chance for occupants to escape or be evacuated. Fire sprinkler systems are not a substi- tute for intelligent fire safety aware- ness or construction materials and practices required by building codes. APPROVALS AND STANDARDS The 3.0 K-factor, Model F680 Designer Residential Pendent and Recessed Pendent Sprinklers are listed by Un• derwriters Laboratories Inc. and Underwriters' Laboratories of Canada. The listings only apply to the service conditions indicated in the General Technical Data and Residential Design Criteria sections. Any questions concerning an interpre- tation of NFPA 13, 13D, or 13R spnnk• ler system design/installation stan- dards, as well as requests for system design/installation standards not pres• ently covered by NFPA 13, 13D, or 13R, should be addressed to the: Secretary, Standards Council National Fire Protection Association Batterymarch Park Quincy, MA 02269 WARNINGS The Model F680 Deaigner Re1i• dential Pendent and Rece••ed Pendent Sprinkler, de•cribed herein mu•t be in1talled and maintained in compliance with thi, document, a, well a, with the applicable atandard, of the Na- tional Fire Protection A11ocia- tion, in addition to the atandarda of any other authoritie• having juri1diction. Failure to do 10 may TD583 impair the integrity of the,e de- vice,. Becau,e of the above cited stipu- lation• and the varied nature of re,idential type architecture, there will be ,ome compartment de,ign, which cannot be fully 1prinklered in accordance with the recommendation, of NFPA 13, 13D, or JSR. In the event of thi, condition, con,ult the authoritie, having juri,diction for guidance and approvaL II is the re,pon,ibility of an in- stalling contractor to provide a copy ofthi, document to the owner or hi, representative and, in turn, it i, the obligation of the owner to provide a copy ofthi• document to a ,ucceeding owner. The owner i, re,ponsible for maintaining their fire protection ay.tem and device• in proper op- erating condition. The in,talling contractor or 1prinkler manufac- turer ,hould be contacted relative to any que1tion,. GENERAL TECHNICAL DATA Sprinkler Assemblies: The 3.0 K-factor, Model F680 Designer Residential Pendent Sprinklers are available in a 155'F/68'C temperature rating, and they are rated for use at a maximum service pressure of 175 psi. They are available chrome plated, nat• ural brass, or polyester coated in any color. The nominal discharge curves for the F680 are plotted in Figure B and rep- resent the flow •a· as determined by the formula: O=K{ii where the nominal sprinkler discharge coeHicient is "K'", and "p" equals resid- ual pressure. •K" equals 3.0 for flow in U.S. gallons per minute (GPM) and residual pressure in pounds per square inch. "K" equals 43,2 for flow in litres per minute and residual pressure 1n bar. The F680 utilizes a bronze Frame per ASTM B 176 (C87800). The Button (bulb retainer) is phospher bronze per ASTM 8103 (C51000, C52000, or C54400). and the Bushing is brass per ASTM B152 (C32200). The Gasketed Spring Plate consists of a berylium nickel disc spring that is sealed on both its inside and outside edges with a Teflont gasket. The Ejection Spring ,s stainless steel, the Compression Screw is phosphor bronze (C51000), and the Deflector is brass per ASTM 836 (C22000). Escutcheons: A separately ordered escutcheon plate is required for concealed piping instal- lations of the F680 Sprinklers. Figure C-1 illustrates a typical lnSlallation using a two-piece adjustable Model F426 Flush Escutcheon. Refer to Technical Data Sheet TD805 for information on available escutch• eons. Figure C·2 illustrates the Model F700 Recessed Escutcheon which is avail· able for use with the Model F680 Pen- dent Sprinkler. It has a Closure and Mounting Plate fabricated from low carbon steel. The Mounting Plate prongs, which are compressed back into the Mounting Plate as the Closure is pushed over it, maintain a tight fric- tion fit between the two pieces. The Mounting Plate and Closure can also swivel relative to each other and com- pensate for minor non-perpendicular- ity between the Model F680 Sprinkler and the ceiling. The F700 Escutcheons are available with chrome plated finish or a coated finish in any color. NOTES Ab1ence of an e,cutcheon may delay the time to 1prinkler opera- tion in a fire situation. Only use escutcheons which con- 1i,t of metallic material, that will not deform or diolodge at a temperature of leu than 1200"F/649"C and /or which have been lilted by Underwriters Labo- ratories Inc. for fire protection •ervice. The Model F426 E,cutcheon shown in Figure C-1 or the Model F700 Receued E,cutcheon shown in Figure C-2 cannot be used to hold the F680 in position, The F680 must be •ecured in poaition by firmly fa,tening the ,prinkler ,y,tem piping to the dwelling dructure. If the F680 i• not prop- erly •ecured in po•ition, reaction forces re•ulting from aprinkler operation could alter it• orienta- tion and water distribution pat- tern. RESIDENTIAL DESIGN CRITERIA The 3.0 K-factor, Model F680 Designer Residential Pendent and Recessed Pendent Sprinklers must only be in• stalled and utilized in accordance with the lollowing described criteria which are provided by the manufacturer. NOTES 1. Relidential Fire Sprinkler Sy1- tem1 ,hould only be de1igned -2- a: .. ., ii!, UI a: ::, a IE NOMINAL K • 3.0 40 35 fli a. 30 lll{ ~~ 25 z--UI UI~ 20 i§ 15 w a: a. 10 5 5 10 15 20 DISCHARGE IN U.S. GALLONS PER MINUTE (GPMI NOMINAL K = 43,2 3,0 2,5 2.0 1,5 1,0 0,5 30 40 50 60 70 80 DISCHARGE tN LITRES PER MINUTE FIGURE B NOMINAL DISCHARGE CURVES and in,talled by those compe- tent and .completely familiar with automatic sprinkler BY•· tem design, in•tallation pro• cedures, and techniques. 2. Several criteria may apply to the in,tallation and u1age of each 1prinkler. Conaequently, it ;. recommended that the sprinkler system de1igner re- view and develop a working un. der,tanding of the complete liat of criteria, prior to initiat. ing the deoign of the ,prinkler •y•tem. 3. Question• conceniing aprink• ler in.tallation and usage cri• teria, which are not covered by the following in,truction,, should be mailed to the atten- tion of the Technical Data De- 1+---3" (76.2mm) DIA.---+! 2-1/2° (63.5mm) DIA. FACE OF FITTING FLUSH! 1/16" I 1.6mm) * WITH MOUNTING SURFACE t 1·9/16" (39.7mm) MINIMUM 1-15/16" I 49.2 mml MAXIMUM • Remaining 1/4 Inch (6,4mm) of adjustment can be used to compensate for varla~ons In sprinkler make-In and fitting take-out. FULLY RECESSED DIMENSIONSt FIGURE C·1 TYPICAL INSTALLATION USING THE MODEL F426 TWO-PIECE ADJUSTABLE FLUSH ESCUTCHEON Up to 1/2 Inch adjustment from minimum 1/4 Inch to maximum 3/4 Inch recessed position. 2-7/8° DIA. Dim·. lnchea A· 5/8±1/8tt B·Min. 3/4 B-Nom. 1 B-Max. 1-1 /4 MM 15,9±3,2 19, 1 25,4 31,8 FACE OF FITTING 173,0mm) 2-1/4° OIA. (57,2mm) C•Mln. C-Max. 1/4 3/4 HIGH ADJUSTMENT DIMENSIONS 6,4 19,1 MOUNTING >-----..L...1.....<:....;~SU"'R"'] Up to 3/4 Inch adjustment from the flush celllng position to 3/4 Inch recessed position. Dim. A· 8-Min. B-Nom. 8-Max. C-Min. C-Max. lnchel 1/2±1/4tt 3/4 1-1/8 1-1/2 FLUSH 3/4 MM 12,7±6,4 19, 1 28,6 38,1 19, 1 C A t For base overall appearance. ttRemalnlng 1/4 Inch (6,4mm) of adjust• ment can be used to compensate for variations In sprinkler make-in and fitting taka--out. FIGURE C-2 1/8° f (3,7mm) 1 • Model F680 Pendent Sprinkler 2· Model F700 Recessed E1cu1Cheon a-Mounting Plate b-Closure MODEL F680 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE MODEL F700 RECESSED ESCUTCHEON -3-t DuPont Registered Trademark MINIMUM FLOW lbl 155"F AND RESIDUAL PRESSURE MAXIMUM COVERAGE ONE MULTIPLE AREA I'I SPRINKLER SPRINKLERS FT.~ FT. FLOWING FLOWING 12 X 12 9GPM 8GPM (9.0PSI) (7.1 PSI) 14 X 14 10GPM 8GPM (11.1 PSI) (7.1 PSI) 16 X 16 10GPM 8GPM (11.1 PSI) (7.1 PSI) 18 X 18 13GPM 10.SGPM (18.8 PSI) (12.3 PSI) 20 X 20 14GPM 13.SGPM (21.8 PSI) (20.3 PSI) (a) For coverage area dimensions lass than or between those Indicated, It Is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement Is based on minimum flow in GPM from each sprinkler. The aSSOCiatad residual pressures are caJculatad using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A HYDRAULIC DESIGN CRITERIA 6/2 ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S = THE LENGTH OF THE COVERAGE AREA BEING HYORAULICALL Y CALCULATED (REF. TABLE A). NOTE: The 8 foot minimum spacing shown in Figures 0-3 through 0-6 applies to adjacent sprinklers Installed with their frame arms either In line or parallel with each other, otherwise, 1 O feat is the minimum required spacing. sr., MAX Sl2MAX. t ◄ INCHES ◄ INCHES MW. MW. ---r--~ ♦ 'tlN- ' f--...._ ,~ 90 (TVP,1 ~IN. \ Figure 0•1 (Plan View) sr., MAX. sr., MAX. ◄INCHES 4 INCHES ..... MW. ~ ~~ M .. • 1f~fl111. • iSEi NOTE) I ~ MIN. _.J,._ Figure D-3 (Plan View) 512 MAX. $12 MAX. 4 INCHES 4 INCHES MIN MIN. Sl2 MAX. 4 INCHES M ... ♦ • sr., MAX. 4 INCHES MW. ->----♦ Figure E•2 (Plan View) SMAX sr., MAX. IFEET MIN. 41NCHES (SEE NOTE) MIN --,-- .~~ ♦ ~IN • ,MHm (SEE NOTE) ♦ .~~ ~IN. Figure 0-4 (Plan View) T ..L sr., w.x i~~~1_j_ t.llN. . 4 INCHES MIN SMAX Sf.! MAX '---,.-------1---' f INCHES ~ I FEET MIN. (SEE NOTE) Figure 0-9 (Plan View) S/2 MAX. SIM)(. 4 INCHES I FEET MINIMUM MIN. (SEE HOTEi Figure 0-5 (Plan View) Sl2MAX -,.-- Jiff.~ ""' ~z 1'1'UT~IN. J,-· y i512MAX. J '4 INCHES t M ... Figure 0-8 (Plan View) FIGURED MIN. 4 INCHES MIN ♦ .,..___.,_ 4 INCHES MIN Figure D-7 (Plan View) SH GRAPH A -oesTRUCTION SEE ---'( GRAPHA I -- Figure D-9 (Elevation View) SPACING RULES UNDER LEVEL CEILINGS --4-- 10FHTMINMUU FOA4'AS31 Figura E-1 (Elevation View) S'2MAX. SEE o...,. •· ---1 ( '""'<ti: '0"er l .,,-;;,.~: ! Figura E-3 (Elevation View) >FEET ......... Figura E-5 (Elevation View) JRETMAX. IFOO Figura E-7 (Elevation View) ,~ __ ..,__ __ ,__ 3 F'EETMAX. Sl2 MAX. ""'1't:::;::::1~ • INCHES MN. Figura E-11 (EJ•vatlon View) 3FEETMAX. Figura E-2 (Elevation View) Figure E-4 (Elevation View) SEE SEE GRAPH O GRAPH O Figure E-8 (Elevation View) 4 Figura F-8 (Elevation View) Figure E-10 (Elevation View) S/2 • .ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). S = THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED (REF. TABLE A). NOTES: 1. Figures E-1 through E-9 only apply when: (a) Iha celling ridge Is horizontal; (b) the companmant openings to adjoining spaces have minimum lintel depths of 8 lnchas below Iha lowest sprinkler. (c) any adjacent sprinklers In Iha direction of Iha celling ridga are to be In a row which runs parallel to Iha ridga, and Iha sprinklers are to ba spaced a minimum of 8 feet apan; (d) Iha sprinklers are installed with their frame arms perpendicular to the ceiling ridge; and, (e) Iha sprinklers shown in Figures E-1 lhrough E-8 are located in a plane which Is perpendicular to the ceiling ridge. and Iha ceiling angles are within Iha specified range. 2. Contact Iha Technical Data Oepanmant for quesHons concaming lnstaJlaHons outside the scope of Figures E-1 through E-10. FIGURE E, SPACING RULES UNDER PITCHED CEILINGS AND/OR OVERHANGS -5- o· 2' 4' 6' a- 12' X 12' Covaraga Area 9GPM--- 8 GPM • • • • • • • • • ' ' 4· 2' 16' X 16' Coverage Area 10GPM --- 8 GPM • •· • •• • • • FIGUREF O' O' 2' 2' •• 4' 6' 6' a· a· NOMINAL WETTING PATTERNS AT MINIMUM REQUIRED FLOW CONDmONS FOR SELECTED COVERAGE AREAS 27 24 21 II) w :i: Q~ 18 w- I:>" ::liw 15 ~~ :I! .. 12 ::,!!l ::110 -g ~ .. 9 ' i ffi " > 6 VIMAX.) 2' 20' X 20' Coverage Area 14GPM--- 13.5 GPM • • • • •• • •• --t ·-----~-------~lv 3 0 0 2 3 4 5 5 7 DISTANCE TO 08STRUCTION 'H' OR 'Z', FEET 8 9 10 PLUS (MAX.) NOTES: o· 2· •• 5· a· 1. CEILING OBSTRUCTIONS MUST BE SPACED ON THE BASIS OF USING THE MAXIMUM RESIDUAL PRESSURE WHICH WOULD BE PRESENT FOR A SINGLE SPRINKLER OPERATION. 2. BEAMS AND/OR OTHER CONTINUOUS OBSTRUCTIONS ARE NOT TO EXCEED A VERTICAL DEPTH 'V' OF MORE THAN 3 INCHES WITHIN THE SPRINKLER COVERAGE AREA. GRAPH A . MAXIMUM PERMITTED VERTICAL DISTANCE BETWEEN THE SPRINKLER MOUNTING SURFACE AND THE BOTTOM OF CEILING MOUNTED OBSTRUCTIONS SUCH AS BEAMS, OVERHANGS, AND LIGHT FIXTURES WITHOUT UNDULY OBSTRUCTING THE WATER SPRAY DISTRIBUTION -6- ACCEPTABLE UNACCEPTABLE 5 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES ------- H (MIN.I NOTE: SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH B MINIMUM REQUIRED HORIZONTAL DISTANCE BETWEEN A SPRINKLER LOCATED ON A LEVEL CEILING AND AN INTERSECTING PITCHED CEILING WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION 3 FEET MAXIMUM WHEN THERE ARE NO SPRINKLERS ON THE LEVEL CEILING COVERAGE AREAS: (a) 20' x 20· (c) 16' x 16' (b) 18'x18' (d) 14',14'&12'x12' 6 0 (a) (b) (c) (d) 0 5 10 15 20 25 30 35 40 45 so 55 60 CEILING ANGLE 'A', DEGREES NOTE: SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH C MINIMUM REQUIRED SLANT DISTANCE BETWEEN A LEVEL CEILING AND A SPRINKLER LOCATED ON A PITCHED CEILING WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION -7- I-w w ... o· w!'> '=~~ 2Zw a: ;5t-w(l)o "--z 20.., :::>--'w 2<(1) _,__ ~z 2g a: 0 l: 5 ti; o"' .., ... a:-. 4 -X ::,· ow wU 3 a:Z 2~ :,Cl) 20 z.,_ 2 -z 2~ 10 3 10 10 9 8 7 6 5 0 10 UNACCEPTABLE ACCEPTABLE 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'A', DEGREES GRAPH D NOTES: 4" TO 6'" .A,.,---+r (SEE NOTE 21 /''--.~_ .... _~NTING SURFACE N (MAX.I N (MAX.I (SEE NOTE II ISEE NOTE 11 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CACULATED. 2. THE MOUNTING SURFACE MUST BE LOCATED WITHIN 4 TO 6 INCHES OF THE PEAK, IF IT IS NOT CONTINUOUS OVER THE FULL LENGTH OF THE CEILING RIDGE. 3. SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED AT A PEAK UNACCEPTABLE J (MAX.I ACCEPTABLE (SEE NOTE I) NOTES: 5 10 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULLICALL Y CALCULATED. 15 20 25 30 35 40 45 2. 3 FEET IS THE MAXIMUM PERMITTED AND 1 FOOT IS THE CEILING ANGLE, DEGREES MINIMUM REQUIRED. (USE THE GREATER OF ANGLE 'A' OR ANGLE '8') 3. SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. (a) GRAPH E MAXIMUM WATER SPRAY DISTRIBUTION WHEN A SPRINKLER IS LOCATED ON A PITCHED CEILING OPPOSITE FROM AN INTERSECTING PITCHED CEILING (b) (C) (d) (e) COVERAGE AREAS: (a) 20' X 20' (b) 18'x18' (c) 16'x16' (d) 14' x 14' (e) 12'x12' NOTES: S/2 MAXIMUM (SEE NOTE I l 15 20 25 30 35 40 45 1. UP TO A MAXIMUM OF ONE-HALF THE LENGTH OF THE COVERAGE AREA BEING HYDRAULICALLY CACULATED. CEILING ANGLE 'A', DEGREES 2. SPRINKLERS MUST BE INSTALLED WITH THEIR FRAME ARMS PERPENDICULAR TO THE CEILING RIDGE. GRAPH F MINIMUM REQUIRED SLANT DISTANCE BETWEEN A RIDGE AND A SPRINKLER WITHOUT UNDULY OBSTRUCTING THE WATER DISTRIBUTION -8- partment. Include 1ketche1 and technu,al detail,, a, ap- propriate. 4. In •ome irutaneer, the require- ment, of thi1 document may concern rpecifi.cation• which are more 1trin11ent and whu,h take precedence over tho•e 1pecified in NFPA 13, NFPA 13D1 NFPA 13R, or by the au- thority havin11 jurildiction. 5. The ,pray from the F680 ir di,- tributed radially outward and downward from the 1prinlcler deflector. Con,equently, the 1prinkler1 mu,t be located ,uch that there will not be any blind ,pacer ,hielded from ,pray by partition,, room di- vider,, overhang, or other part, of the dwellin11 ,tructure. General Service Conditions. The F680 Sprinklers must only be utilized in wet pipe sprinkler systems with all interconnecting system piping as well as the sprinklers maintained at a mini- mum temperature of 40"F/4"C, and with water supplies which are substan- tially free of contaminants and particles of a size greater than 1 /8 inch (3,2 mm). Thermal Responsive Criteria. All res- idential sprinklers installed within a compartment (as defined by the NFPA) must have the same heat response thermal characteristic, and their tem- perature ratings are to be within 10"F of each other. NOTES In accordance with the require- ment, of NFPA 13, I3D, and 13R, all 1prinkler1 within a com- partmented area mud be of the l.owest required temperature cla.- 1ification a, a function of the maximum e.spected (non-fire) 1prinkler temperature. Do Not u,e 1prinkler, with a tem- perature rating higher than nec- eHary to cover a particular area. Hydraulic Design Criteria. The mini• mum required single and multiple sprinkler flow rates are given In Table A as a function of temperature rating and the maximum allowable coverage areas. The single sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sin- gle sprinkler and, the multiple sprinkler flow rate is the minimum required dis- charge from each of the total number of "design sprinklers• (as specified in NFPA 13, 13D, or 13R). NOTE The number of 1prinkler1 within each compartment (a, defined by NFPA 13, I3D, or l3R), mull be kept ar few ar p_ouible. Do NOT ure more 1prinkler, than nece1- 1ary to cover a particular ,pace. Spray Coverage Criteria. Figures D and E provid~ spacing rules that must be followed to assure that the F680 Sprinklers will provide their design dis• tribution of water spray, Nominal wet- ting patterns for the F680 Sprinklers at minimum required flow conditions (Ref. Table A). are illustrated In Figure F, for selected coverage areas. Operational Sensitivity Criteria. For proper operational sensitivity, the F680 Sprinklers must be installed be- neath solid ceilings having a smooth or textured surface. The deflector-to-ceil- ing distance is to be 1-1/2 to 4 inches, unless the F700 Recessed Escutch- eon is being utilized per Figure C-2. The F680 Sprinklers must NOT be used above or below open-gridded type suspended ceilings; beneath sof- lits or beams resulting in a deflector• to-ceiling distance (i.e., deflector-to- mounting surface plus depth of soffit or beam) exceeding 4 inches; or, with beams. joists. or ducts having a height of more than 3 Inches located within the sprinkler coverage areas. NOTE Beam, havln11 a hel11ht of more than 3 inche, may be located with their centerline, alon11 the bound- arie• aeparaling a4iacent •prink- ler coverage areas. It is recommended that as part of the sprinkler system design, the designer review the dwelling plans and, where appropriate, advise the owner or his representative as to the following. I. Lintels of at least 3 inches in height and preferably 8 inches should be used over all passageways from one space to another, in order to reduce the possibility of sprinkler operations outside ol the fire area. II. Beams of at least 3 inches in height should be used to border each of 5 or more adjoining areas of F680 Sprinkler coverage (within the same compartment), in order to decrease the time to first sprinkler operation as well as to reduce the possibility of multiple sprinkler operations. Cold Soldering Criteria. Figures D and E provide the minimum spacing requirements necessary for prevent- ing the wetting (i.e., cold soldering) of the heat responsive element (Bulb) of a non-operated F680 Sprinkler, which is adjacent to one which has operated. Heat Source Criteria. Refer to NFPA 13D for the requirements relating to preventing the possible release of an F680 heat responsive element (Bulb), due to exposure to heat sources other than abnormal fire. INSTALLATION NOTES Re,idential Fire Sprinkler Sy•• tem, 1hould only be de1i11ned and in,talled by thoH competent and completely familiar with au- tomatic 1prlnkler 1y1tem de1l11n, ln1tallation procedure,, and technique•. The Technical Data Department 1hould be contacted relative to any que,tion,. Do not in1tall any bulb type ,prink ler if the bulb i, cracked or there i, a loa, of liquid from the bulb. With the 1prinkler held hor- i,.ontal, a •mall air bubble with an appro:i:lmate diameter of 1/16 inch 1hould be be pre,ent. The Model F680 Designer Residential Sprinklers must be installed in accor- dance with the following instructions: 1. The Sprinkler must only be installed in the pendent position and with the Deflector parallel to the mounting surface. 2. Prior to installing each Sprinker, ver- ify that the outer face of the mating fitting is within the proper range of distance of the mounting surface. which can be accommodated by the particular type of escutcheon plate being used. Reier to Figure C-1 when using the Model F426 Escutcheon Plate. When installing a Model F680 Pen- dent Sprinkler with the F700 Re- cessed Escutcheon, for best overall appearance, use Dimension "A" in- dicated under the "Fully Recessed Dimensions· heading of Figure C-2. Otherwise, use Dimension ·A• under the "High Adjustment Dimensions" heading. In either case, the remain- ing adjustment can be used to com- pensate for the possible manufac- turing variations in take-out of the littting, as well as in the make-in of the sprinklers (as permitted by ANSI 81.20.1 ). 3. After installing the F700 Mounting Plate (or other escutcheon, as appli- cable) over the sprinkler threads, apply pipe thread sealant sparingly to the sprinkler threads only. Use of a Teflont based pipe thread sealant is recommended. 4. Hand tighten the sprinkler into the sprinkler fitting. SELECTION: Select the appropriate wrench based on the following require• ments: A. Model F680 Sprinklers with a natural brass or chrome plated finish and where the Wrench Flats shown in Figure A are ac- cessible, may be be Installed using an a or 10 Inch adjustable Crescent type wrench or the Model Faso Sprinkler Wrench. B. Model F680 Sprinklers with a polyester coated finish must only be installed with the Model Faso Sprinkler Wrench. C. Model F6ao Recessed Pen• dent Sprinklers which are to be installed after completion of a fixed celling must only be in• stalled with the Model Faso Sprinkler Wrench. USE: t ® ' {_ ............ , ,: ' :l'.. ___ r-~----r·-:-.J.: !. .L .. .l.J u..--.~-~-_, '-'-..l....J WRENCH LUGS ----..J Model F8S0 Nylon Coated Sprinkler Wrench When using an a or 10 Inch adjustable Crescent type wrench, the wrench is to be applied to the sprinkler wrench flats only (Raf. Figure A). To use the Faso Sprinkler Wrench, slip the Wrench opening over the Model Fsao Sprinkler Deflector by passing the Sprinkler Wrench around the side of the Sprinkler as shown in the above illustration. Using a 1 /2 inch ratchet drive or by applying an a or 1 0 Inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler Into the fittln~. The two lugs located on opposite sides of the Wrench Indicate the orientation of the sprinkler frame arms. NOTE Pu1h up on the Sprinkkr Wrench, whik it i, being turned, to en,ure that the Wrench rece11 1tay1 fully engaged with the 1prinkkr wrench flat,. Carefully remove the Sprinkler Wrench by disengaging it from the sprinkler wrench flats, and then passing it sideways over the sprinkler deflector. FIGUREG SPRINKLER WRENCH SELECTION AND USE 5. Refer to Figure G and select the appropriate Sprinkler Wrench for tightening the Sprinkler into the sprinkler fitting. The F850 Sprinkler Wrench must be used for installling polyester coated sprinklers, in order to prevent dam- age to the sprinkler finish. NOTES A leak tight 112 Inch NPT 1prinkkr joint 1hould be ol>- tained with a torque of 1 to 14 ft.U,1. (9,5 to 19,0 Nm). A man- mum of 21 ft.U,1. (28,5 Nm) of l<Jrque ii to be u,ed to inltall 1prinkler1. Higher leoel, of torque may du tort the ,prinkler inkt with comequent kokage or impairment of the ,prinkkr. All 1prinkkn inltalkd within compartments in u,hich the 1prinklen are only located on a kvel ceiling mu,t be in,talled with their frome arm, parallel to a ,traight compartment walL All 1prinklen illltalled within compartment, htwing a pitched ceiling with one or two parallel homontal ceiling ridge, mu,t be in1talled with their frome arm, perpendkular lo the ceil- ing ridge1. Failure to properly orientate the ,prinkler frome arm, may re- 1uit in impaired fire protection due to cold ,oldering and/or in- adequate ,pray coverage. Do not attempt to make-up for -10- in,ufficient adju,bMnt in an &cutcheon Plate by under-or over-tightening the Sprinkkr. Rea~u,t the po1ition of the 1prinkkr fitting to ,uit. 6. In recessed pendant sprinkler instal· lations, after the ceiling has been installed or the finish coat has been applied, slide on the F700 Closure over the Model F680 Sprinkler and push the Closure over the Mounting Plata until its flange comes in con- tact with the ceiling. CARE AND MAINTENANCE The F680 Sprinklers must never be shipped or stored where their temper- ature will exceed 100'F/3a·c and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of com- bustion, but have not operated, should be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. NOTE Particular care to prevent over- heating mu,t be ezerci,ed when atoring 1prlnklen in can, truck,, train,, or other vehkk• on wann, bright 1unny day,. Care must be exercised to avoid dam• age to the F680 Sprinklers • both be- fore and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprink- ler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion Section). NOTES Ab,ence of an E,cutcheon Plate may delay the time to 1prinkler operation in a fire •ituation. Before clo•ing a fire protection 1y1tem main control valve for maintenance work on the fire pro- tection •y•tem which it control., permi11ion to ,hut down the af- fected fire protection 1y1tem, mu,t be obtained from the proper authoritie, and all per,onnel who may be affected by thi, action mu,t be notified. It I• recommended that automatit, 1prinkler 1y1tem1 be in1pected and maintained in accordance with the advice and ,ugge,tiona Niven in NFPA 13, 13A, I3D, and 13R, a, applicabk. It is recommended that automatic sprinkler systems be inspected quar- terly by a qualified Inspection Service. t DuPont Registered Trademark LIMITED WARRANTY The manufacturer warrants for a period of one year from the date of sale (warranty peri.od) that the product(s) sold.hereunder are free from d~f~cls in material and workmanship. Our obhgatIon under this warranty Is limited to repair or replacement, or, at our option, we will repay the price paid for the product(s), plus any transponation charge paid by the purchaser. In the case of replacement, we will pay the transponation charges to the location of the defective product. We must be given the opponunity to inspect any product you believe to be defective. To make a claim under this limited warranty, you should contact our Sales Services Manager at (401) 886-3105. THERE ARE NO OTHER WRITTEN OR ORAL WARRANTIES. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE LIMITED IN DURATION TO THE DURATION OF THE LIMITED WARRANTY SET FORTH ABOVE. The manufacturer does not assume any other obligation in connection with the sale of the product(s) by purchaser. This warranty shall not apply to any product(s) which have been installed in violation of written instructions furnished by the manufacturer, repaired or altered, misused or damaged, or not properly maintained. The manufacturer is not liable for indirect, incidental or consequential damages in connection with the use of the product(s). Some states do not allow limitations on how long an implied warranty lasts, or exclusion or limitation of incidental or consequential damages, so the above limitations or exclusion may not apply to you. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS, AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. The F680 Sprinklers must only be re- placed with pendent sprinklers which are listed for residential fire protection service and which have the same nom- inal K-factor, the same coverage area, and the same or lower flow ratings (as indicated under MHydraulic Design Cri- leria"). All residential sprinklers installed within a companment (as defined by the NFPA) must have the same heat response thermal characteristic, and their temperature ratings are to be within 1 0'F of each other. NOTES Wet pipe sprinkler aystema must be maintained at a minimum tem- perature of 40F/4C. E:rpo•ure to freezing temperatures can re,ult in bursting of the pipe and/or aprinkler. Do NOT enclo1e ,prinkler, within drape,, curtain,, or valance,. Do NOT hang anything from the sprinklen. Automatic •prinklers are NOT to be tested with a heat ,ource. Op, eration of the heat re•pon•ive el- ement (Bulb) can re,ult. Do NOT clean1e the ,prinkler, with ,oap and water, detergent,, ammonia, cleaning fluid,, or other chemicala. Remove dual, lint, cobweb,, cocoons, insects, and larvae by gently brushing with a feather du1ter or gently vacuuming with a so~ bristle (i.e., duating) bru,h attachment. The minimum vertical clearance between the top• of free •landing partitions, room dividers, cab- inets, storage rack•, stock piles, etc., and the 1prinkler deflector i, NOT to be leBB than the clearance given below. Hori%ontal Distance from Sprinkler to Item, ft. More than 6 ... From3to6 . , . Between 2 and 3 From 1 to 2 .. . Leu than 1 .. . Vertical Clearance In. . 24 . 19 . 16 . 13 . 10 Ezercise suitable safety precau- tion• in the u,e and at:,rage of highly flammable and potentially ezploaive materials. The rapid rate of fire development and apread which can be cauaed by •uch materiah can reduce the ability of the aprinkler •yatem to aid in the control of a fire in which they are involved. -11- REMODELING When remodeling, such as by adding false beams or light fixtures or chang- ing the location of compartment walls, first verify that the new construction will not violate the installation require- ments stated under WARNINGS. Alter the new construction and/or the sprink- ler system to suit the requirements of this document. ORDERING PROCEDURE A Product Symbol Number (PSN) is not specified when ordering polyester coated Model F680 Sprinklers with other than a white color or when order- ing color coated F700 Recessed Es- cutcheons with other than a white color. II is suggested that a color chip be provided when ordering special color finishes. Otherwise, responsibil- ity for duplication cannot be accepted. Contact your local distributor for avail- ability. Sprinkler Assembly: Specify: Model F680 Designer Resi- dential Pendent Sprinkler with (specify type) finish, PSN (specify). Chrome Plated Finish 155F/68C. . ...... PSN 51·680·9-155 Nalur■I BraH Flnl1h 155F/68C. . ... PSN 51-680-1-155 White PolyHter Finish 155F/68C. . ... PSN 51-680-4-155 Recessed Escutcheon: Specify: 1 /2" ( 15mm) Model F700 Re- cessed Escutcheon with (specify fin- ish), PSN (specify). 1/2" (15mm) F700 Chrome Plated ......... PSN 56-701-9-010 1/2' (15mm) F700 While Color Coated ................ PSN 56-701-4·010 Sprinkler Wrench: Specify: Model F850 Sprinkler Wrench, PSN 56-850-4-001. Order for NFPA publications should be addressed to the: Publication Sales Department NFPA Batterymarch Park Quincy, MA 02269 WEIGHT The nominal weight of the Model F680 Designer Residential Pendent Sprink- ler is 2. 7 ounces.