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Home My WebLink About3617 JETTY PT; ; AS030217; Permit8/17/22, 4:30 PM AS030217 Permit Data City of Carlsbad Sprinkler Permit Job Address: 3617 JETTY PT Permit Type: SPRINK Parcel No: 1680410800 Lot#: 0 Reference No.: Permit No: AS030217 Status: ISSUED Applied 10/24/2003 Approved: 1/27/2004 Issued: 1/27/2004 PC #: Inspector: Project Title: MYSTIC POINT (28 BLDGS.) PLAN CHECK 3-PLEX & 6-PLEX & FIRE INSPECTIONS FOR 28 BLDGS. Applicant: Owner: Fees($) 5,242.75 CALAVERA HILLS II LL C C/O MCMILLIN COMPANIES 2727 HOOVER AVE NATIONAL CITY CA Total($) I 5,242.75-r 1/1 10-24-2003 City of Carlsbad Fire Department Permit Permit No: AS030217 Job Address: Permit Type: Parcel No: Fire Dept Ref#: Location: Project Title: 3617 JETTY PT CBAD SPRINK 1680410800 Subtype: COMM Lot#: 0 Building Permit#: CB032286 MYSTIC POINT (28 SLOGS.) Status: PENDING Applied: J ~4l2j)03 lsl?ued: 4J ) 1/,tb ~ Entered By: B M Description: PLAN CHECK 3-PLEX & 6-PLEX & FIRE INSPECTIONS FOR 28 BUILDINGS Contractor: INNOVATIVE FIRE PROTECTION 405 VERNON WAY EL CAJON 92020 # of Systems Plan Check Fee Additional Plan Check F #of Heads Permit Fee Additional Permit Fee Re-Inspection Fee Other Additional Fees TOTAL PERMIT FEES -<> '5>~ pi A tti 0.00 0.00 2.75 0.00 0.00 0.00 0.00 $0.00 ' $0.00 ~ ~~1~04 0002 01 CGP NOTICE: Please take NOTICE that approval of your project Includes the 'Imposition" of fees, dedications, reservations, or olh« exactions hereafter collectively referred to as 'fees/exactions.' You have 90 days from the date this permit was issued m protest Imposition of these fees/exactions. If you protest them, you must foUow the protest procedures set forth In Government Code Section 66020(a), and file the protest and any other raqured Information with the City Manager for processing In accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure wiU bar any subsequent legal action to attack, review, set aside, vo«l, or annul their lmposltlon. FIRE PROTECTION BUREAU 1635 FARADAY AVENUE, CARLSBAD, CA 92008-7314 f7Rm R0?-.4RRO 02 5242■ 75 CITY OF CARLSBAD FIRE PREVENTION DIVISION NOTE TO FILE PHONE: ______ _ BUSINESS NAME:~:-!?~ ADDRESS: ___________ CONTACT: -r+-+++-+-. ~-------- DATE COMMENTS I / / / o-3 ~ v~~d~ (p (q -513-8~00 f--,,( ECTI f..J b ~~<J(L ~ OK JJJ ~Cl..)LR__ DCOA '5 ~ ~ OJ---. FD c., uJ/ d--~ dtl i-:;(.A @ \-o c_ ('._~ ~ ~ nu.><-, FA Ll 's vLA_., ~~ . Q___,l_ ~ J.:b ~ A L,l (JL.,,{ r>~· I ..JDC., ~ ~ °"-$t ~~ lLl d ~~t?-~~ ~ ~a . '--f4 INSPECTOR . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1 0/7/2003 C:\HASS75\MYSTIC PO~SDF JOB TITLE: MYSTIC POINT RES I DENTIAL 3 HEAD CALC 6 PLEX WATER SUPPLY DATA r<" SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D ~ NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. ~ TAG (PSI) (PSI) (GPM) (PSI ) (G PM) (PSI) s 83 .7 78.3 1500 .0 83 .6 147.0 68 .5 AGGR EGATE FLOW ANALY SI S : TOTAL FLOW AT SOURCE 147.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 .0 GPM OT HER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 47 .0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) s 0.0 SOURCE 68 .5 47 .0 RP 0 .0 68.4 --- DA 0 . 0 55 .4 --- C 0 .0 ----53.6 --- BOR 0 .6 ----53 .2 --- TOR 3 .6 ----49 .0 --- 5 9.6 23 .3 --- 6 9 .6 ----19 . 4 --- 7 9 .6 19. 4 --- 7A 9 .0 19 .7 --- SA 9 .0 19 .7 --- 9 9 .6 18 .2 --- 1 0 9. 6 18 .2 --- l0A 9 .0 18 .5 --- llA 9 .0 18.5 --- 12 9 . 6 ----14 . 4 --- 12A 9 .0 K= 4. 90 12.9 17 .6 13 9 .6 ----11. 0 --- 14A 9 .0 K= 4 .90 9 . 8 15 .3 15A 9 .0 K= 4.90 8 . 2 14 .0 16 19'. 6 19 .0 --- 17 19 .6 ----19 .0 --- 18 29 .6 14 .7 --- 19 29.6 ----14. 7 --- 19A 29 .0 14.9 --- 20A 29 .0 14 .9 --- • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE : 10/7/2003 C:\HASS75\MYSTIC POINT .SDF JOB TITLE: MYSTIC POINT RE S IDENT I AL 3 HEAD CALC 6 PLEX 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 ) FL /FT (PSI ) Pipe: 1 47 .0 3.990 PL 25 .00 PF 0 .0 s 0 .0 S RCE 68.5 (N/A) 1. 2 150 FTG TG PE 0 .0 RP 0 .0 0 .0 68 .4 0 .0 0.0 01 TL 58 .0 0 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 0 .0 0 .0 68 .4 0 .0 1 3 .0 psi, 46.9 gpm DA 0 . 0 0 .0 5 5.4 0 . 0 Pipe : 3 46.9 2 .44 0 PL 250 .0 0 PF 1. 8 DA 0 .0 0 .0 5 5 .4 0 .0 3 .2 1 50 FTG 4L PE 0.0 C 0 . 0 0.0 53.6 0 .0 0 .007 TL 2 70 .00 PV Pipe : 4 46 .9 2 .465 PL 10.00 PF 0 .2 C 0 .0 0 .0 53 .6 0 .0 3 .2 1 50 FTG 3L PE -0 .3 BOR 0 .6 0. 0 53 .2 0 .0 0.007 TL 25 .00 PV Pipe : 5 46 .9 1. 380 PL 3 .00 PF 2 .8 BOR 0.6 0 .0 53 .2 0 .0 10 .1 120 FTG 2C PE -1. 3 TOR 3 .6 0 .0 49 .0 0 .0 0 .166 TL 17 .00 PV Pipe : 6 46 .9 1 .4 00 PL 136 .00 PF 23 .1 TOR 3 .6 0.0 4 9 .0 0. 0 9 .8 150 FTG 7 E8T PE -2 .6 5 9 .6 0 .0 23 .3 0. 0 0 .102 TL 226 .00 PV Pipe : 7 4 6 .9 1. 4 00 PL 22 .00 PF 3 .9 5 9 .6 0 .0 23 .3 0 .0 9 .8 150 FTG 2T2R PE 0. 0 6 9 . 6 0 .0 19 .4 0 .0 0 .102 TL 38 .00 PV Pipe : 8 0 .0 1.109 PL 1. 60 PF 0 .0 6 9 .6 0 .0 19.4 0 .0 0 .0 150 FT G T PE 0 .0 7 9 .6 0 .0 19 .4 0 .0 0 .000 TL 6 .60 PV Pipe: 9 0 .0 0 .87 4 PL 0 .60 PF 0 .0 7 9 .6 0 .0 19 . 4 0 .0 0 .0 1 50 FTG T PE 0 .3 7A 9 .0 0 .0 19 .7 0 .0 0 .000 TL 3 .60 PV Pipe: 1 0 0 . 0 1. 1 09 PL 11 . 00 PF 0 .0 7 9 . 6 0 .0 19 . 4 0 . 0 0 . 0 1 50 FT G E PE 0 .3 8A 9 . 0 0 .0 19 .7 0 .0 0 .000 TL 16 .00 PV Pipe : 11 46 .9 1. 4 00 PL 10 .00 PF 1. 2 6 9 . 6 0 .0 19 .4 0 . 0 9 .8 1 50 FTG R PE 0 .0 9 9 .6 0 .0 18 .2 0.0 0.1 02 TL 12 .00 PV Pipe : 12 0 .0 1 .1 09 PL 1. 60 PF 0 .0 9 9 .6 0 .0 18 .2 0 .0 0. 0 150 FTG T PE 0 .0 10 9 . 6 0 .0 18 .2 0 . 0 0 .000 TL 6 .60 PV . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE : 10/7/2003 C:\HASS75\MYSTIC POINT.SDF JOB TITLE: MYSTIC POINT RESIDENTIAL 3 HEAD CALC 6 PLEX PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0 . 0 0 .874 PL 0.60 PF 0 .0 10 9 .6 0 .0 18.2 0.0 0.0 150 FTG T PE 0 .3 l0A 9. 0 0.0 18.5 0.0 0 .000 TL 3.60 PV Pipe: 14 0 .0 1.109 PL 11. 00 PF 0 . 0 10 9.6 0 .0 18.2 0 . 0 0 .0 150 FTG E PE 0 . 3 llA 9. 0 0.0 18 .5 0 .0 0 .000 TL 16 .00 PV Pipe: 15 46 .9 1.109 PL 10.00 PF 3.8 9 9.6 0.0 18.2 0.0 15.6 150 FTG 2R PE 0.0 12 9. 6 0 .0 14. 4 0.0 0.318 TL 12.00 PV Pipe: 16 17 .6 0 .874 PL 3 .60 PF 1. 8 12 9.6 0 . 0 14. 4 0 . 0 9 . 4 1 50 FTG ET PE 0 .3 12A 9 . 0 4. 9 12 .9 17.6 0 .165 TL 10.60 PV Pipe: 17 29 .3 0.874 PL 7 .00 PF 3. 4 12 9.6 0 .0 14 . 4 0.0 15.7 150 FTG R PE 0.0 13 9 .6 0.0 11. 0 0.0 0 .425 TL 8 .00 PV Pipe: 18 15 .3 0.874 PL 4.60 PF 1.5 13 9 . 6 0.0 11. 0 0 .0 8 . 2 150 FTG ET PE 0 .3 14A 9 . 0 4. 9 9. 8 15.3 0 .128 TL 11. 60 PV Pipe: 19 14.0 0 .874 PL 17.60 PF 3 .1 13 9 .6 0.0 11. 0 0 .0 7 .5 150 FTG 2ET PE 0.3 15A 9. 0 4 . 9 8. 2 14.0 0 .108 TL 28.60 PV Pipe : 22 0. 0 1 .109 PL 10.00 PF 0.0 5 9. 6 0 . 0 23 .3 0 .0 0 . 0 150 FTG RT PE -4 .3 16 19.6 0 .0 19.0 0 .0 0.000 TL 16 .00 PV Pipe: 23 0. 0 0 .874 PL 10.60 PF 0 .0 16 19 .6 0.0 19.0 0.0 0 .0 150 FTG TR PE 0. 0 17 19.6 0 .0 19.0 0 .0 0 .000 TL 14 .60 PV Pipe: 24 0 .0 0 .87 4 PL 10.00 PF 0.0 17 19 .6 0 .0 19.0 0.0 0 . 0 150 FTG T PE -4.3 18 29.6 0.0 14. 7 0.0 0.000 TL 13 . 00 PV Pipe: 25 0 .0 0 .874 PL 9 .00 PF 0 .0 18 29 .6 0.0 14. 7 0 .0 0 . 0 150 FTG E2T PE 0 .0 19 29 .6 0.0 14.7 0.0 0 .000 TL 19.00 PV Pipe : 26 0 .0 0.87 4 PL 4.00 PF 0 .0 19 29 .6 0 .0 14.7 0. 0 0 . 0 150 FTG ET PE 0 .3 19A 29 .0 0 . 0 14.9 0 . 0 0.000 TL 11 .00 PV Pipe : 27 0 . 0 0 .874 PL 9 .60 PF 0 .0 19 29 .6 0 .0 14. 7 0 .0 0 . 0 150 FTG ER PE 0 .3 20A 29.0 0. 0 14.9 0.0 0 .000 TL 14.60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/7/2003 C:\HASS75\MYSTIC POINT.SDF JOB TITLE: MYSTIC POINT RESIDENTIAL 3 HEAD CALC 6 PLEX NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 16080621 granted by HRS Systems, Inc . 4792 Lavista Road Tucker, GA 3008 4 (2) The system has been calculated t o provide an average imbalance at each node of 0 .008 gpm and a maximum imbalance at any node of 0.198 gpm . (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.7 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name : FSS.PIP PAGE: A MATERIAL : SCH40 HWC: 120 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 1.380 3.00 6 .00 2 .00 7 .00 6.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths ( in) E T R K C Ell Tee TEERUN COUPLG 0 .874 4 .00 3 .00 1.00 0 .00 1. 00 1 .109 5 .00 5 .00 1.00 0 .00 1. 00 1.400 6 .00 6.00 2 .00 0 .00 2 .00 PAGE: I MATERIAL : CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 2 .4 65 9 .00 18.00 5 .00 21 .00 2 .00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 2 .440 9 .00 18.00 5.00 21 .00 11. 00 3 .990 15 .00 30.00 6 .00 33.00 18.00 in Feet G 1.00 in Feet L EL45 1.00 1.00 2 .00 in Feet G 2 .00 in Feet G 2 .00 3.00 A D 1.00 1.00 B L 3.00 1.00 3 .00 1.00 3 .00 2 .00 A D 0 .00 0 .00 A D 0 .00 0 .00 0.00 0 .00 c.., 0 0 :i:; OJ >-3 t'l WATER SUPPLY ANALYSIS >-3 Static: 83.70 psi Resid: 78 .30 psi Flow: 1500.0 H 100.0 gpm >-3 t-' t-to t'l ........ LEGEND .. ..J 1 ~ Available pressure ........ 83.63 ps i@ 1-41.0 gpm :s: I\) 2 ~ R.equired pressure ><: 0 68.46 psi@ 147.0 gpm tn 0 A. Source Supply Curve >-3 w 1 ~ ~ 8. Syst~ Demand Curve H () G 80.0 -'U 0 A H en u z 'U >-3 ::0 G 2 ~ ~ H E z :xi :,:: t'l t-t tn t'l H ::0 p 60.0 -0 t'l en R z i-< >-3 en E H >-3 s :i:, t'1 t-t :s: s ::x:: u i-< 0 R 40.0 w ::0 E -:i:; C ::x: t-t t'l H :i:, () 0 :i:; p () 0 z :i:, •• :i:; s t-t ,...... t-' i () ::x:: i-< 20 .0 -:i:; Cf) Cfl H <YI Cf) Cf) ..J 'U (.11 t-t ,...... t'l :s: X i-< en >-3 H 0.0 B () -to 0 H z to >-3 OJ IQ Cf) (l) -14.7 I I I I I I I I 0 I I I I I "l (.11 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/7/2003 C:\HASS75\MYSTIC POINT.SDF J OB TITLE: MYSTIC POINT RES IDENTIAL WATER SUPPLY CURVE 3 HEAD CALC 6 PLEX p R E s s u R E p s I ) 8 4~0\\\\\\\\\\\ I \\\\\\\\\\\\\ I \\\\\\\\\\\\ I ~ <-78.3 psi@ 1500 gprn 77+ I I I 70+ I X I I 63 + I I I 56+ I I I 49+ I I I 42+ 35+ I I I 28+ 21 + I I !============================== 14+ I I X = I 7+ LEGEND Requ ired Water Suppl y 68 .4 6 psi @ 147 .0 gprn I 0 = Avail a ble Water Suppl y I 83 .63 ps i @ 147.0 gprn I Flow Test Po int II II II II II 0 ++-+---+----+-----+------+--------+--------+---------+-----------+ 4 00 600 800 1000 1200 1400 1 600 1800 2000 FLOW (GPM) .. SPRINKLER SYSTEM HYDRAULIC ANAhYSIS DATE: 10/7/2003 C:\HASS75\MYSTIC JOB TITLE : MYSTIC POINT RESIDf~TIAL 2HEAD CAI,C 6 PLEX WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ 'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) s 83.7 78.3 1500.0 83.6 128.3 66 .8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 128.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.3 GPM NODE NODE s RP DA C BOR TOR 5 6 7 7A SA 9 10 l0A llA 12 12A 13 14A 15A 16 17 18 19 19A 20A ANALYSIS DATA TAG ELEVATION (FT) 0.0 0. 0 0 .0 0 .0 0 . 6 3.6 9.6 9 .6 9.6 9 . 0 9. 0 9. 6 9 . 6 9 .0 9 .0 9 . 6 9. 0 9 . 6 9 .0 9 .0 19.6 19.6 29 .6 29.6 29 .0 29.0 NODE TYPE SOURCE K= 4. 9·0 K= 4 .90 PRESSURE DISCHARGE (PSI) (GPM) 66.8 28 .3 66.8 --- 53.8 --- 53 .1 --- 52.8 --- 50.3 --- 38 .7 --- 38.7 --- 38.7 --- 38 .9 --- 38 . 9 --- 38.7 --- 38.7 --- 38 .9 --- 38 .9 --- 38.7 --- 38.9 --- 38 .7 --- 38.9 --- 38 . 9 --- 32 .4 --- 26.5 --- 17.0 --- 9.5 --- 8. 5 14 .3 8 .2 14 .0 Page 1 POIN~DF ~I' ~ ~ SPRINKLER SYSTEM HYDRAULIC ANALYSI S Page 2 DATE : ion12003 C:\HASS75\MYSTIC POINT .SDF JOB TITLE: MYSTIC POINT RESIDENTIAL 2HEAD CALC 6 PLEX 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) FL/FT (PSI) Pipe: 1 28.3 3 .990 PL 25.00 PF 0.0 s 0 .0 SRCE 66.8 (N/A ) 0 .7 150 FTG TG PE 0. 0 RP 0.0 0.0 66.8 0.0 0.000 TL 58 .00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 0.0 0.0 66 .8 0.0 13 .0 psi, 28.3 gpm DA 0.0 0.0 53 .8 0 .0 Pipe: 3 28.3 2 .440 PL 250.00 PF 0 .7 DA 0.0 0.0 53 .8 0.0 1. 9 150 FTG 4L PE 0 .0 C 0.0 0 . 0 53.1 0 .0 0.003 TL 270.00 PV Pipe: 4 28.3 2 .465 PL 10.00 PF 0 .1 C 0. 0 0.0 53.1 0.0 1. 9 150 FTG 3L PE -0 .3 BOR 0 .6 0.0 52 .8 0 .0 0 .003 TL 25 .00 PV Pipe: 5 28 .3 1. 380 PL 3 .00 PF 1.1 BOR 0 .6 0. 0 52.8 0.0 6 .1 120 FTG 2C PE -1. 3 TOR 3 .6 0 .0 50.3 0 . 0 0 .065 TL 17 .00 PV Pipe: 6 28.3 1. 4 00 PL 136.00 PF 9 .1 TOR 3.6 0. 0 50.3 0.0 5.9 150 FTG 7E8T PE -2.6 5 9 .6 0. 0 38.7 0.0 0 .040 TL 226.00 PV Pipe : 7 0 .0 1.400 PL 22 .00 PF 0 .0 5 9 .6 0 . 0 38.7 0 .0 0 . 0 150 FTG 2T2R PE 0 .0 6 9 .6 0.0 38.7 0 .0 0 .000 TL 38 .00 PV Pipe: 8 0 .0 1 .109 PL 1. 60 PF 0 .0 6 9. 6 0.0 38.7 0 .0 0 . 0 150 FTG T PE 0 . 0 7 9. 6 0 .0 38 .7 0 .0 0 .000 TL 6 .60 PV Pipe: 9 0 .0 0.874 PL 0 .60 PF 0 .0 7 9 .6 0.0 38 .7 0 .0 0 .0 150 FTG T PE 0 .3 7A 9.0 0.0 38 .9 0.0 0.000 TL 3.60 PV Pipe : 10 0.0 1.109 PL 11.00 PF 0.0 7 9 .6 0.0 38.7 0 . 0 0 . 0 150 FTG E PE 0 .3 8A 9.0 0.0 38 .9 0 .0 0.000 TL 16 .00 PV Pipe: 11 0 .0 1.400 PL 10.00 PF 0 .0 6 9 .6 0 .0 38 .7 0.0 0.0 150 FTG R PE 0 .0 9 9.6 0. 0 38 .7 0 .0 0.000 TL 12 .00 PV Pipe: 12 0 .0 1.109 PL 1. 60 PF 0 .0 9 9 .6 0.0 38.7 0.0 0 .0 150 FTG T PE 0.0 10 9.6 0. 0 38 .7 0.0 0 .000 TL 6 .60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 )ATE : 1oh12003 C:\HASS75\MYSTIC POINT.SDF JOB TITLE: MYSTI C POINT RESIDENTIAL 2HEAD CALC 6 PLEX ?IPE TAG Q(GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ. PT DISC . VEL(FPS) HW(C ) (FT) SUM. NODES (FT) ( K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0 . 0 0.874 PL 0.60 PF 0 .0 10 9.6 0.0 38.7 0 .0 0 .0 150 FTG T PE 0.3 10A 9. 0 0.0 38.9 0.0 0 .000 TL 3.60 PV Pipe: 14 0 .0 1.109 PL 11. 00 PF 0.0 10 9 .6 0 .0 38 .7 0.0 0 .0 150 FTG E PE 0 .3 llA 9 .0 0 .0 38 .9 0 .0 0 .000 TL 16 .00 PV Pipe: 15 0. 0 1.109 PL 10 .00 PF 0.0 9 9 . 6 0.0 38 .7 0 . 0 0.0 150 FTG 2R PE 0 .0 12 9. 6 0 .0 38.7 0 .0 0.000 TL 12.00 PV Pipe : 16 0 .0 0 .87 4 PL 3 .60 PF 0.0 12 9.6 0 .0 38.7 0 .0 0.0 150 FTG ET PE 0 . 3 12A 9.0 0 .0 38 .9 0 .0 0.000 TL 10.60 PV Pipe : 1 7 0.0 0.874 PL 7 .00 PF 0 .0 12 9 .6 0.0 38 .7 0 .0 0. 0 150 FTG R PE 0 .0 13 9.6 0.0 38 .7 0 .0 0 .000 TL 8 .00 PV Pipe: 18 0 .0 0 .874 PL 4.60 PF 0 . 0 13 9.6 0.0 38.7 0.0 o.o 150 FTG ET PE 0 .3 14A 9.0 0 .0 38.9 0. 0 0 .000 TL 11. 60 PV Pipe: 19 0 .0 0 .874 PL 17.60 PF 0 .0 13 9 . 6 0.0 38 .7 0.0 0 .0 150 FTG 2ET PE 0 . 3 15A 9 . 0 0.0 38 .9 0.0 0 .000 TL 28 .60 PV Pipe : 22 28 .3 1. 109 PL 10 .00 PF 2 .0 5 9. 6 0.0 38 .7 0 .0 9. 4 150 FTG RT PE -4.3 16 19 .6 0.0 32 .4 0 .0 0 .125 TL 16.00 PV Pipe : 23 28 .3 0.874 PL 10 .60 PF 5 . 8 16 19.6 0. 0 32.4 0 .0 15 .1 150 FTG TR PE 0 .0 17 19 .6 0. 0 26 .5 0 .0 0.398 TL 14.60 PV Pipe: 24 28 .3 0 .87 4 PL 10 .00 PF 5 .2 17 19 .6 0 .0 26 .5 0 . 0 15 .1 150 FTG T PE -4 .3 18 29 .6 0. 0 17 .0 0 .0 0.398 TL 13 . 00 PV Pipe: 25 28 .3 0.874 PL 9.00 PF 7 . 6 18 29.6 0.0 17 . 0 0. 0 15.1 150 FTG E2T PE 0.0 19 29 .6 0 .0 9. 5 0. 0 0.398 TL 19.00 PV Pipe: 26 14.3 0 .874 PL 4.00 PF 1. 2 19 29.6 0 .0 9 .5 0 .0 7.6 150 FTG ET PE 0 . 3 19A 29 .0 4 . 9 8. 5 14 .3 0 .112 TL 11. 00 PV Pipe : 27 14.0 0 .874 PL 9 .60 PF 1. 6 19 29 .6 0 .0 9.5 0 . 0 7 .5 150 FTG ER PE 0 .3 20A 29.0 4 . 9 8. 2 14 .0 0 .108 TL 14.60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/7/2003 C:\HASS75\MYSTIC POINT.SDF JOB TITLE: MYSTIC POINT RESIDENTIAL 2HEAD CALC 6 PLEX NOTE S : (1) Calculations were performed by the HASS 7 .5 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 .002 gpm and a maximum imbalance at any node of 0 .062 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15 .1 ft/sec at pipe 25. (4 ) PIPE FITTINGS TABLE Pipe Table Name: FSS .PIP PAGE : A Diameter (in) 1.380 PAGE: H Diameter (in) 0 .874 1.109 1 .400 PAGE: I Diameter ( in) 2 .465 PAGE: J Diameter (in) 2.440 3 .990 MATERIAL: SCH40 HWC : 120 E Ell 3 .00 Equivalent Fitting Lengths in Feet T L C B G Tee 6.00 2 .00 7 .00 6 .00 1.00 MATERIAL : CPVC HWC : 150 E Ell 4.00 5 .00 6.00 Equivalent Fitting Lengths in T R K C Tee TEERUN 3 .00 1.00 5 .00 1.00 6 .00 2.00 COUPLG 0.00 1.00 0 .00 1.00 0 .00 2.00 MATERIAL: CPPR-L HWC : 150 E Ell 9 .00 Equivalent Fitting Lengths in T L C B Tee 18 .00 5 .00 21.00 2 .00 MATERIAL: S40PVC HWC : 150 Feet L EL45 1.00 1.00 2.00 Feet G 2 .00 Equivalent Fitting Lengths in Feet E Ell 9 .00 15 .00 T L C B G Tee 18 .00 30 .00 5.00 6 .00 21. 00 33.00 11 . 00 18 .00 2 .00 3 .00 A 1. 00 B 3 .00 3 .00 3 .00 A 0.00 A 0 .00 0 .00 D 1.00 L 1.00 1.00 2 .00 D 0 .00 D 0 .00 0 .00 y C, 0 ):, OJ >-:l WATER SUPPLY ANALYSIS t'1 >-:l .. Static: 83 .70 psi Resid: 78 .30 psi Flow: 1500.0 H 100.0 gprn >-:l I-' t"'O t'1 '- LEGEND .. ..J 1 ~ Available pressure '-83.6◄ psi @ 128,3 qpm :s: N 2 ~ Required pcenun >< 0 66.81 psi @ 128.3 qpm (/) 0 A. Source Supply Curve >-:l w li;:t B. Syatera Demand Curve H () G 80 .0 "O A 0 H (/) u z "O G >-:l :x, H E 2 ~ z :x, ~ ['I] t-< (/) t'1 p H :x, 60 .0 -C, R ['I] U'J z >-< E >-:l U'J H >-:l s s ):, t" t'1 3: u ,,, ::c ::i:: >-< R ['I] C, 40.0 >' :x, E -C, ):, C: (') t" >' H t" () () p ):, () z s (1\ •• ):, i / t" "O ::c >-< 20 .0 -t" ):, U'J t'1 U'J H X U'J U'J ..J (.J1 / 3: >-< U'J >-:l H 0 .0 B () -"O 0 H z 'O >-:l tu l.Q U'J (1) -14 .7 I I I I ' ' I I C, I I I I I I l'Tj (.J1 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAU LIC ANALYSIS Page 6 DATE:.10/7/2003 C:\HASS75\MYSTI C POINT.SDF JOB TITLE: MYSTIC POINT RESIDENTIAL 2HEAD CALC 6 PLEX WATER SUPPLY CURVE p R E s s u R E p s I ) 8 40\\\\\\\\\\\\ I \\\\\\\\\\\\\ I \\\\\\\\\\\\ I 77+ I I I 70 + I X 63+ I I I 56+ I I I 49+ I I I 42+ 35+ I I I 28 + 2 1+ I I !=======---==================== 14+ I I X = I 7 + LEGEIW Re q ui red Water Supply 66 .8 1 psi@ 128 .3 gpm I O = Ava ilable Water Su ppl y I 83 .64 psi @ 128 .3 gpm I II II II II II II II * <-78 .3 psi@ 1500 gpm Flow Test Po int O++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1 200 14 00 1600 1 800 2000 FLOW (GPM) .. ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE : 10/7/2003 C :\HASS75\MYSTIC PO~.SDF JOB TITLE : MYSTIC POINT 6PLEX GARAGE CALC <f WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ 'D e~ NODE PRESS. PRESS . @ PRESS. @ DEMAND PRESS. ~ TAG (PSI) (PSI ) (GPM) (PSI) (GPM) (PSI) s 83.7 78.3 1500.0 83.6 161.3 78 .4 AGGREGATE FLOW ANALYSIS : TOTAL FLOW AT SOURCE 161 .3 GPM TO TAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 61. 3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) s 0. 0 SOURCE 78 .4 61. 3 RP 0.0 78 .3 --- DA 0 . 0 ----65.3 --- C 0.0 ----62.3 --- BOR 0 .6 ----61. 7 --- TOR 3.6 ----55.8 --- 5 9 .6 ----15.4 --- 6 9 .6 ----9 . 0 --- 7 9.6 ----8 . 0 --- 7A 9.0 K= 5.60 7 .8 15 .6 BA 9.0 K= 5.60 7. 6 15.5 9 9 .6 ----8. 5 --- 10 9.6 ----7.5 --- l 0A 9 .0 K= 5.60 7.3 15.2 llA 9.0 K= 5.60 7 .2 15.0 12 9. 6 8.5 --- 12A 9. 0 8 .7 --- 13 9. 6 8 .5 --- 14A 9 .0 ----8 .7 --- 15A 9.0 8. 7 --- 16 19.6 ----11. 0 --- 17 19.6 ----11 . 0 --- 18 29.6 6.7 --- 19 29 .6 6. 7 --- 19A 29 .0 7. 0 --- 20A 29.0 7.0 --- r ... SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE : 10/7/2003 C:\HASS75\MYSTIC POINT .SDF JOB TITLE : MYSTIC POINT 6PLEX GARAGE CALC 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) FL/FT (PSI) Pipe: 1 61. 3 3 .990 PL 25.00 PF 0 .1 s 0.0 SRCE 78.4 (N/A) 1. 6 150 FTG TG PE 0 .0 RP 0 .0 0.0 78 .3 0 .0 0.001 TL 58 .00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 0.0 0 .0 78.3 0 . 0 13 .0 psi, 61. 3 gpm DA 0.0 0. 0 65.3 0.0 Pipe: 3 61. 3 2.440 PL 250.00 PF 3.0 DA 0 . 0 0 .0 65 .3 0 .0 4 .2 150 FTG 41 PE 0 .0 C 0.0 0.0 62 .3 0. 0 0 . 011 TL 270.00 PV Pipe: 4 61. 3 2.465 PL 10.00 PF 0.3 C 0.0 0 .0 62.3 0 .0 4 . 1 150 FTG 31 PE -0 .3 BOR 0 .6 0.0 61. 7 0.0 0. 011 TL 25.00 PV Pipe : 5 61. 3 1. 380 PL 3.00 PF 4 .6 BOR 0 .6 0.0 61. 7 0.0 13 .1 120 FTG 2C PE -1. 3 TOR 3 .6 0.0 55 .8 0.0 0 .272 TL 17.00 PV Pipe : 6 61. 3 1.400 PL 136.00 PF 37 .9 TOR 3.6 0 .0 55 .8 o.o 12. 8 150 FTG 7E8T PE -2 .6 5 9 .6 0.0 15 .4 0. 0 0 .168 TL 226 .00 PV Pipe: 7 61. 3 1. 400 PL 22.00 PF 6 .4 5 9 .6 0.0 15.4 0.0 12.8 150 FTG 2T2R PE 0 .0 6 9. 6 0 .0 9. 0 0 .0 0 .168 TL 38.00 PV Pipe : 8 31.1 1.109 PL 1. 60 PF 1.0 6 9 .6 0.0 9.0 0 .0 10 .3 150 FTG T PE 0 .0 7 9.6 0.0 8 .0 0 .0 0.149 TL 6 .60 PV Pipe: 9 15 .6 0.874 PL 0.60 PF 0 .5 7 9 .6 0.0 8 .0 0. 0 8. 4 150 FTG T PE 0 .3 7A 9 .0 5.6 7 .8 15.6 0.133 TL 3 .60 PV Pipe: 10 15.5 1.109 PL 11 .00 PF 0 . 7 7 9 .6 0.0 8. 0 0 . 0 5 .1 150 FTG E PE 0 .3 BA 9. 0 5.6 7.6 15.5 0 .041 TL 16.00 PV Pipe: 11 30 .2 1.400 PL 10.00 PF 0.5 6 9.6 0 .0 9.0 0 .0 6.3 150 FTG R PE 0 .0 9 9 .6 0 .0 8. 5 0 . 0 0 .045 TL 12.00 PV Pipe: 12 30 .2 1 .109 PL 1. 60 PF 0.9 9 9.6 0. 0 8 .5 0. 0 10.0 150 FTG T PE 0 .0 10 9.6 0 . 0 7.5 0.0 0 .141 TL 6 .60 PV SPRINKLER SYSTEM HYDRAULIC ANALYS IS Pag e 3 DATE : 1 0/7/2003 C:\HASS7 5\MYST IC PO INT .SD F JOB TITLE: MYS TIC POINT 6PLEX GARAGE CALC PI PE TAG Q(G PM ) DIA(IN) LE NGTH PRESS . END ELEV. NOZ . PT DISC . VEL (FPS) HW (C) (FT ) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI ) Pipe : 13 15 .2 0 .874 PL 0 .60 PF 0 .5 10 9 .6 0 .0 7. 5 0.0 8. 1 1 50 FTG T PE 0 .3 l 0A 9.0 5 . 6 7. 3 15.2 0 .126 TL 3 .60 PV P ipe : 1 4 15 .0 1.109 PL 1 1. 00 PF 0 .6 10 9 .6 0 .0 7.5 0.0 5 .0 1 50 FT G E PE 0 .3 llA 9 . 0 5 .6 7 .2 15 .0 0 .039 TL 16 .00 PV Pipe : 15 0 . 0 1.109 PL 10.00 PF 0 .0 9 9.6 0.0 8 . 5 0.0 0.0 150 FTG 2R PE 0 .0 12 9 . 6 0 .0 8.5 0 .0 0 .000 TL 12.00 PV Pipe : 16 0 . 0 0.87 4 PL 3 .60 P F 0 .0 12 9 .6 0.0 8 .5 0.0 0 . 0 150 FTG ET PE 0 .3 12A 9 .0 0. 0 8. 7 0 .0 0 .000 TL 10 .60 PV Pipe: 17 0. 0 0 .87 4 PL 7 .00 PF 0 .0 12 9 .6 0 .0 8. 5 0.0 0.0 150 FTG R PE 0.0 13 9 . 6 0 .0 8 .5 0.0 0 .000 TL 8 .00 PV Pipe : 18 0 . 0 0.874 PL 4 .60 PF 0 .0 13 9.6 0 .0 8 .5 0.0 0 .0 150 FTG ET PE 0 .3 14A 9. 0 0 .0 8.7 0 .0 0.000 TL 11 . 60 PV Pipe: 19 0 .0 0 .874 PL 17 .60 PF 0 .0 13 9. 6 0.0 8. 5 0 .0 0. 0 150 FTG 2ET PE 0 .3 15A 9. 0 0 .0 8 .7 0 .0 0.000 TL 28 .60 PV Pipe : 22 0 .0 1.109 PL 10.00 PF 0. 0 5 9 . 6 0.0 15 .4 0. 0 0 .0 150 FTG RT PE -4 .3 16 19 .6 0 .0 11. 0 0. 0 0 .000 TL 16 .00 PV Pipe: 23 0 .0 0 .874 PL 10 .60 PF 0 .0 16 19 .6 0 . 0 11. 0 0 . 0 0 .0 150 FTG TR PE 0.0 17 19.6 0.0 11. 0 0.0 0 .000 TL 14.60 PV Pipe: 24 0.0 0 .874 PL 10.00 PF 0 . 0 17 19.6 0. 0 11. 0 0.0 0. 0 150 FTG T PE -4 .3 18 29.6 0.0 6 .7 0 .0 0.000 TL 13 .00 PV Pipe : 25 0 . 0 0 .874 PL 9 .00 PF 0 .0 18 29.6 0 . 0 6.7 0 .0 0. 0 150 FTG E2T PE 0 . 0 19 29.6 0.0 6 .7 0 .0 0 .000 TL 19 .00 PV Pipe: 26 0 .0 0 .874 PL 4 .00 PF 0 .0 19 29 .6 0.0 6. 7 0 .0 0 .0 150 FTG ET PE 0 . 3 19A 29 .0 0.0 7.0 0.0 0 .000 TL 11 . 00 PV Pipe : 27 0 .0 0 .874 PL 9 .60 PF 0 .0 19 29 .6 0 .0 6.7 0.0 0 .0 150 FTG ER PE 0 . 3 20A 29 .0 0.0 7 .0 0 .0 0 .000 TL 14.60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/7/2003 C:\HASS75\MYSTIC POINT .SDF JOB TITLE: MYSTIC POINT 6PLEX GARAGE CALC NOTES : (1) Calculations were performed by the HASS 7 .5 computer program under license no. 16080621 granted by HRS Systems , Inc . 4792 Lavista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 .003 gpm and a ma ximum imbalance at any node of 0 .081 gpm. (3) Total p ressure at each node is used in balancing the system. Maximum water velocity is 13 .1 ft/sec at pipe 5 . (4) PIPE FITTINGS TABLE Pipe Table Name : FSS.PIP PAGE : A Diameter (in) 1 .380 PAGE : H Diameter (in) 0.874 1. 109 1 .4 00 PAGE: I Diameter (in) 2 .465 PAGE : J Diameter (in) 2 .440 3 .990 MATERIAL : SCH40 HWC: 120 E Ell 3 .00 Equivalent Fitting Lengths in T L C B Tee 6.00 2 .00 7 .00 6 .00 MATERIAL : CPVC HWC : 150 E Ell 4 .00 5 .00 6.00 Equivalent Fitting Lengths in T R K C Tee TEERU N 3 . 00 1. 00 5.00 1.00 6 .00 2 .00 COUPLG 0 .00 1.00 0.00 1.00 0 .00 2.00 MATERIAL : CPPR-L HWC: 150 E Ell 9 .00 Equivalent Fitting Lengths in T L C B Tee 18 .00 5.00 21.00 2 .00 MATERIAL: S40PVC HWC: 150 Feet G 1. 00 Feet L EL45 1.00 1.00 2 .00 Feet G 2 .00 Equivalent Fitting Lengths in Feet E Ell 9 .00 15.00 T L C B G Tee 18.00 30 .00 5 .00 21.00 6 .00 33 .00 11. 00 1 8 .00 2 .00 3 .00 A 1.00 B 3 .00 3 .00 3 .00 A 0.00 A 0.00 0.00 D 1.00 L 1.00 1.00 2 .00 D 0 .00 D 0 .00 0.00 G A u G E p R E s s u R E p s i 100.0 80 .0 60 .0 40.0 20 .0 0.0 1 2 loo:: , - - - B - -14.7 I I I I I I I I 400 600 800 1000 WATER SUPPLY ANALYSIS Static: 83 .70 psi Resid: 78 .30 psi Flow: 1500 .0 gpm I I 1200 I I 1400 FLOW (GPM) LEGEND I I 1600 1 ~ Available pce■SU[I!: 83.61 psi @ 161.J gpm 2 ~ J\equi ced pcesauce 16. 3' poi @ 161. J qpm A. Source Supply curve B. System ~ Curve I 1800 0 :ii Ol t-3 l:'l t-3 •• H t-3 I-' t< 0 l:'l ' • • ..J ' 3:N >< 0 (/) 0 t-3 w H 0 '"O 0 H z t-3 O'I '"O t< l:'l X G) ;i:,, :,;, ;i:,, G) t'1 0 ):< t< 0 2000 (/) >< (/) t-3 t'1 3: ::r: >< 0 ~ C t< H 0 ):< oz • • ):< /' t< ::r: >< ):< (/) Cl> H (/) (/) ..J u, /' 3: >< (/) t-3 H 0 '"O 0 H z '"O t-3 Pl • I.Q (/) (1) 0 n:I u, .. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/7/2003 C:\HASS75\MYSTIC POINT.SDF JOB TITLE: MYSTIC POINT 6PLEX GARAGE CALC WATER SUPPLY CURVE p R E s s u R E p s I ) 84*0\\\\\\\\\\\ I \\\\\\\\\\\\\ I \\\\\\\\\\\\ I X 77 + I I I 70 + I I I 63+ I I I 56+ I I I 49+ I I I 4'.::+ 35+ I I I 28+ 2 1+ !============================-- 14+ I I X I LEGEN D Require d Wa t e r Supply 78 .36 psi @ 16 1.3 g pm II 7 + II I O = Availa ble Wa ter Supply I 83 .6 1 ps i @ 1 6 1.3 gpm I * <-78 .3 psi@ 1500 gpm Flo w Tes t Point 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1 000 1200 1400 1 600 18 0 0 2000 FLOW (GPM ) tA 'I' E : • 10/7/2003 SPRINKLER SYSTEM HYDRAULIC ANALYSIS C :\HASS75\3PLEX JOB TITLE: THREE PLEX WATER SUPPLY DATA GARAGE CALC SOURCE NODE TAG STATIC PRESS . {PS I) RESID. FLOW AVAIL . TOTAL PRESS. @ PRESS. @ DEMAND {PSI) (GPM) (PSI) (GPM) s 83 .7 78.3 1500.0 83.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 165.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.8 GPM NODE ANALYSIS DATA 165 .8 Page 1 MYSTIC ,:INT . SDF If/' fc?p)' REQ'D PRESS. {PSI) 58 .2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE s RP DA C BOR TOR 5 6 7 7A 8A 9 10 10A llA 12 12A 13 14A 15A 16 17 18 19 20 20A 21A {FT) 0 .0 0. 0 0.0 0 .0 0. 6 3 .6 9.6 9 .6 9. 6 9.0 9 .0 9.6 9. 6 9. 0 9 .0 9.6 9. 0 9 . 6 9 . 0 9. 0 9.6 19.6 19.6 28 .6 28.6 28.0 28 .0 SOURCE K= 5 .60 K= 5 .60 K= 5 .60 K= 5 .60 {PSI) (GPM) 58.2 65.8 58.1 --- 45.1 --- 41. 6 --- 41. 1 --- 34.5 --- 17 .0 --- 13. 3 --- 10.7 --- 10 .3 18.0 8 .7 16.5 11. 1 --- 8 .8 --- 8.6 16.4 7 . 2 15.0 11.1 --- 11. 3 --- 11.1 --- 11. 3 --- 11 . 3 --- 17 . 0 --- 12 . 6 --- 12 .6 --- 8. 7 --- 8. 7 --- 9.0 --- 9. 0 --- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE : ~ 10/7/2003 C:\HASS75\3 PLEX MYSTIC POINT.SDF JOB TITLE: THREE PLEX GARAGE CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGT H PRESS . END ELEV. NOZ. PT DISC . VEL(FPS ) HW(C) (FT) SUM. NODES (FT ) ( K) (PSI) (GPM) FL/FT (PSI ) Pipe: 1 65 .8 3 .990 PL 20.00 PF 0 .1 s 0 .0 SRCE 58.2 (N/A) 1. 7 150 FTG TG PE 0 .0 RP 0 .0 0.0 58.1 0 .0 0 .001 TL 53 .00 PV Pipe : 2 FIXED PRESSURE LOSS DEVICE RP 0 .0 0 .0 58 .1 0 .0 13.0 psi, 65.9 gprn DA 0 .0 0 .0 45.1 0 .0 Pipe: 3 65 .9 2 .4 40 PL 250.00 PF 3.5 DA 0 .0 0.0 45.1 0 .0 4 .5 150 FTG 4L PE 0 .0 C 0 .0 0 .0 41. 6 0 . 0 0 .013 TL 270.00 PV Pipe: 4 65 .9 2 .465 PL 10.00 PF 0 .3 C 0 .0 0.0 41. 6 0 .0 4. 4 150 FTG 3L PE -0 .3 BOR 0.6 0.0 41. 1 0 .0 0.012 TL 25 .00 PV Pipe : 5 65 .9 1.380 PL 3 .00 PF 5 .3 BOR 0.6 0 .0 41.1 0 . 0 14 .1 120 FTG 2C PE -1. 3 TOR 3 .6 0.0 34.5 0 . 0 0 .310 TL 17.00 PV Pipe: 6 65 .9 1.400 PL 46 .00 PF 14.9 TOR 3 .6 0 .0 34 .5 0.0 13 .7 150 FTG 4E4R PE -2 .6 5 9.6 0.0 17.0 0 .0 0.192 TL 78.0 0 PV Pipe : 7 65 .9 1 .400 PL 11.00 PF 3 .6 5 9 .6 0.0 17 .0 0.0 13 .7 150 FTG TR PE 0 .0 6 9 .6 0.0 13 .3 0. 0 0 .192 TL 19.00 PV Pipe: 8 34 .5 0 .874 PL 1. 60 PF 2 .6 6 9.6 0.0 13 . 3 0 .0 18 .4 150 FTG T PE 0 .0 7 9 .6 0 .0 10 .7 0.0 0 .573 TL 4.60 PV Pipe: 9 18 .0 0 .874 PL 0 .60 PF 0 .6 7 9.6 0 .0 10 .7 0.0 9.6 150 FTG T PE 0 .3 7A 9 . 0 5 .6 10.3 18 .0 0 .172 TL 3.60 PV Pipe: 10 16.5 0 .87 4 PL 11 .60 PF 2 .3 7 9.6 0 .0 10.7 0.0 8 . 8 150 FTG E PE 0 .3 BA 9.0 5 .6 8 . 7 16.5 0 .146 TL 15.60 PV Pipe : 11 31. 4 1 .109 PL 10 .00 PF 2 .3 6 9 .6 0 .0 13. 3 0 .0 10 .4 150 FTG T PE 0 .0 9 9 .6 0 .0 11.1 0.0 0 .151 TL 15 .00 PV Pipe : 12 31. 4 0 .874 PL 1. 60 PF 2 .2 9 9 .6 0.0 11.1 0.0 16.8 150 FTG T PE 0 .0 10 9 .6 0.0 8 . 8 0.0 0 .482 TL 4.60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DA~'E : 10/7/2003 C:\HASS75\3PLEX MYSTIC POINT.SDF JOB TITLE: THREE PLEX GARAGE CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV . NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM . NODES (FT) ( K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 16.4 0.874 PL 0.60 PF 0 .5 10 9.6 0. 0 8. 8 0.0 8 . 8 150 FTG T PE 0 .3 10A 9 .0 5.6 8.6 16.4 0.145 TL 3 .60 PV Pipe: 14 15.0 0.874 PL 11. 60 PF 1. 9 10 9 .6 0 .0 8. 8 0.0 8. 0 150 FTG E PE 0.3 llA 9 .0 5.6 7. 2 15.0 0.123 TL 15.60 PV Pipe: 15 0 . 0 1 .109 PL 10.60 PF 0.0 9 9.6 0.0 11. l 0. 0 0 .0 150 FTG TR PE 0 .0 12 9 .6 0 .0 11.1 0 .0 0 .000 TL 16.60 PV Pipe: 16 0.0 0 .874 PL 3.00 PF 0 .0 12 9 .6 0.0 11.1 0 .0 0.0 150 FTG ET PE 0 .3 12A 9 . 0 0. 0 11. 3 0.0 0.000 TL 10.00 PV Pipe: 17 0 .0 0 .874 PL 7 .00 PF 0 .0 12 9.6 0.0 11.1 0 . 0 0 . 0 150 FTG R PE 0 .0 13 9 .6 0.0 11.1 0 . 0 0 .000 TL 8 .00 PV Pipe: 19 0 .0 0 .874 PL 4 .00 PF 0.0 13 9.6 0 .0 11.1 0 .0 0 .0 150 FTG ET PE 0.3 14A 9. 0 0 .0 11. 3 0 .0 0.000 TL 11 . 00 PV Pipe: 21 0. 0 0 .874 PL 17 .00 PF 0 .0 13 9 .6 0 . 0 11. 1 0 .0 0 .0 150 FTG 2ET PE 0 .3 15A 9 . 0 0 . 0 11. 3 0 .0 0.000 TL 28 .00 PV Pipe : 22 0 .0 1.109 PL 11 . 60 PF 0 .0 5 9 .6 0 .0 17.0 0 .0 0 .0 150 FTG TR PE 0 .0 16 9 .6 0 .0 17 .0 0 .0 0.000 TL 17 .60 PV Pipe: 23 0. 0 1.109 PL 10.00 PF 0 .0 16 9.6 0 .0 17 .0 0.0 0 .0 150 FTG T PE -4.3 17 19.6 0 .0 12 .6 0.0 0 .000 TL 15.00 PV Pipe: 24 0. 0 0.874 PL 13.00 PF 0 .0 17 19.6 0.0 12.6 0 . 0 0. 0 150 FTG 2TR PE 0 .0 18 19.6 0 .0 12.6 0 .0 0 .000 TL 20 .00 PV Pipe : 25 0. 0 0.874 PL 9 .00 PF 0 .0 18 19.6 0.0 12 .6 0. 0 0 .0 150 FTG TR PE -3.9 19 28.6 0 .0 8. 7 0.0 0.000 TL 13 .00 PV Pipe: 26 0 . 0 0 .874 PL 9.00 PF 0.0 19 28 .6 0. 0 8 . 7 0.0 0.0 150 FTG ET PE 0 .0 20 28 .6 0 .0 8. 7 0.0 0 .000 TL 16.00 PV Pipe: 27 0 .0 0.874 PL 4.00 PF 0.0 20 28.6 0 .0 8 . 7 0.0 0 . 0 150 FTG ET PE 0 .3 20A 28.0 0 .0 9 .0 0 .0 0.000 TL 11 .00 PV SPRI NKLER SYSTEM HYDRAULIC ANALYSIS Pa ge 4 ~E : 10/7/~003 C:\HAS S75\3 PLEX MYSTIC POI NT .SDF ·B TITLE : THREE PLE X PE TAG END ELEV. NO Z. NODES (FT) (K) Pipe : 28 I 28.6 0 . 0 .A 28 .0 0. 0 )TES : GARAGE CALC PT DI SC. (PSI) (GPM) 8.7 0 .0 9 .0 0 .0 Q(GPM) DIA (IN ) LENGTH PRESS. VEL (FPS) HW (C) (FT ) SUM. FL/FT (PSI) 0.0 0.874 PL 9 .60 PF 0 .0 0. 0 150 FTG ET R PE 0 . 3 0 .000 TL 17 .60 PV :1) Calculations wer e performed by the HASS 7 .5 computer program under license no. 16080621 granted by HRS Systems , Inc . 4792 Lavista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.106 gpm. (3) Total pressure at each node is used in balancing the system . Maximum water velocity is 18 .4 ft/sec at pipe 8 . (4) PIPE FITTINGS TABLE ipe Table Name: FSS .PIP A.GE: A MATERIAL: SCH40 HWC : 120 iameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 1.380 3.00 6 .00 2 .00 7 .00 6 .00 AGE: H MATERIAL : CPVC HWC: 150 iameter Equivalent Fit ting Lengths (in) E T R K C Ell Tee TEERUN COUPLG 0 .874 4 .00 3 .00 1. 00 0 .00 1. 00 1 .109 5 .00 5 .00 1.00 0 .00 1.00 1 .400 6.00 6.00 2 .00 0.00 2 .00 AGE : I MATERIAL: CPPR-L HWC : 150 iameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 2.465 9.00 18.00 5.00 21 .00 2.00 in Feet G 1.00 in Feet L EL45 1.00 1.00 2 .00 in Feet G 2 .00 A D 1.00 1.00 B L 3 .00 1.00 3 .00 1.00 3 .00 2 .00 A D 0.00 0 .00 DATE: 10}7/2003 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 C:\HASS75\3PLEX MYSTIC POINT .SDF JOB TITLE: THREE PLEX GARAGE CALC PAGE: J MATERIAL: S40PVC HWC : 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 2.440 9 .00 18.00 5.00 21. 00 11. 00 2.00 0.00 0.00 3.990 15.00 30 .00 6.00 33 .00 18.00 3 .00 0.00 0.00 100.0 G 80.0 A u G E 1 ; [::::: - p 60 .0 2 R E s s u R :7~ 40.0 E p s i 20 .0 0 .0 - - B - -14.7 I I I I I I I I 400 600 800 1000 WATER SUPPLY ANALYSIS Static: 83 .70 psi Resid: 78 .30 psi Flow: 1500 .0 gpm I I 1200 I I 1400 FLOW (GPM) LEGEND I I 1600 1 ~ Available preasun 83.61 psi I 165.8 qpm 2 ~ Requhed pcenuce se.u pai II! us.a gpm A. soucce supply Curve B. System Demand Curve I I 1800 '40 o :i-o:, 8 t'l -8 •• H 8 t--'. ~ 0 t'l '-• .. -.] ' 8N ::x: 0 ,, 0 t'l w t'l 2000 C/l "O ,, H z ::,;: ~ t'l ,, C/l 1-( (/) 8 t'l 3: ::x: 1-( 0 ~ () c:: .. ~ /H ::x: (") :i-C/l ;i:, C/l z -.] ;i:, 0, ~ / 1-( w (/) "O H ~ C/l t'l X 3: 1-( (/) 8 H () "O 0 H z "O 8 Ill • I.Q C/l (1) 0 h:J O'I . . . ,. S PRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE : 10/7/2 003 C:\HASS75\3PLEX MYSTIC POINT.SDF JOB TITLE: THREE PLEX WATER SUPPLY CURVE GARAGE CALC p R E s s u R E p s I ) 8 4 *0\\\\\\\\\\\ I \\\\\\\\\\\\\ I \\\\\\\\\\\\ I 77+ I I I 70+ I I I 63+ I I IX 56+ I I I 49 + I I I .:J 2 + 35 + I I I 28+ 21+ I I !===========================--- 14+ I I X I 7 + LEGEND Required Water Supply 58 .16 psi@ 1E5.8 gpm I O = Available Water Suppl y I 83 .6 1 psi@ 165 .8 gpm I " " " " " II * <-78 .3 psi@ 1 500 gpm Flow Test Point 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 14 00 1 600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS . DATE: 10/7/2003 C:\HASS75\3PLEX JOB TITLE: THREE PLEX 2 HEAD RESIDENTIAL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. NODE PRESS. PRESS. @ PRESS . @ TAG (PSI) (PSI) (GPM) (PSI) s 83.7 78.3 1500.0 83.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 128.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTH ER HOSE STREAM ALLOWANCES 0 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28 .6 GPM NODE ANALYSIS DATA TOTAL DEMAND (G PM) 128.6 MYSTIC PO REQ'D PRESS. (PSI) 64 .2 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) s 0. 0 RP 0 .0 DA 0 . 0 C 0.0 BOR 0 .6 TOR 3 .6 5 9.6 6 9 .6 7 9.6 7A 9 .0 SA 9. 0 9 9.6 10 9. 6 10A 9.0 llA 9.0 12 9 .6 12A 9.0 13 9.6 14A 9.0 15A 9 . 0 16 9.6 17 19.6 18 19.6 19 28.6 20 28.6 20A 28 .0 21A 28.0 SOURCE K= 4.90 K= 4.90 (PSI) 64.2 64.2 51. 2 50.5 50.2 47.7 42.0 42.0 42.0 42 .2 42.2 42.0 4 2 . 0 42.2 42.2 42 .0 42 .2 42.0 42 .2 42.2 39.7 33.5 25 .4 16 .3 9 . 8 8 .8 8 . 2 (GPM ) 28 .6 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 14.5 14 .0 Page 1 T.SDF /ti' t>gl>;, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 uATE : 10/7/2003 C:\HASS75\3PLEX MYSTIC POINT.SDF JOB TITLE: THREE PLEX 2 HEAD 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) FL/FT (PSI) Pipe: 1 28.6 3.990 PL 20.00 PF 0 .0 s 0.0 SRCE 64.2 (N/A) 0.7 150 FTG TG PE 0 . 0 RP 0.0 0. 0 64.2 0 . 0 0.000 TL 53.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 0 .0 0.0 6 4.2 0 .0 13.0 psi, 28.5 gprn DA 0. 0 0 .0 51. 2 0 .0 Pipe: 3 28 .5 2 .440 PL 250 .00 PF 0.7 DA 0.0 0 .0 51. 2 0.0 2 .0 150 FTG 41 PE 0. 0 C 0 .0 0. 0 50 .5 0. 0 0 .003 TL 270.00 PV Pipe: 4 28.5 2.465 PL 10 .00 PF 0 .1 C 0.0 0 .0 50.5 0 .0 1. 9 150 FTG 31 PE -0.3 BOR 0.6 0 . 0 50.2 0.0 0.003 TL 25.00 PV Pipe : 5 28 .5 1. 380 PL 3.00 PF 1.1 BOR 0 .6 0.0 50 .2 0.0 6 .1 120 FTG 2C PE -1. 3 TOR 3 .6 0.0 47 .7 0. 0 0 .066 TL 17.00 PV Pipe: 6 28.5 1 .4 00 PL 46 .00 PF 3 .2 TOR 3.6 0 .0 47.7 0 .0 5 .9 150 FTG 4E4R PE -2.6 5 9.6 0.0 42.0 0 .0 0 .041 TL 78 .00 PV Pipe: 7 0.0 1. 4 00 PL 11. 00 PF 0.0 5 9.6 0 .0 42.0 0 . 0 0 .0 150 FTG TR PE 0 .0 6 9.6 0.0 42 .0 0 .0 0.000 TL 19.00 PV Pipe : 8 0 .0 0.874 PL 1. 60 PF 0 .0 6 9.6 0.0 42 .0 0. 0 0 .0 150 FTG T PE 0 .0 7 9.6 0 .0 42 .0 0.0 0 .000 TL 4.60 PV Pipe : 9 0.0 0.874 PL 0 .60 PF 0 .0 7 9.6 0. 0 42 .0 0 . 0 0.0 150 FTG T PE 0 .3 7A 9. 0 0 .0 42 .2 0 .0 0 .000 TL 3.60 PV Pipe : 10 0 .0 0.874 PL 11 . 60 PF 0 .0 7 9 .6 0 .0 42.0 0.0 o.o 150 FTG E PE 0 .3 8A 9 .0 0 .0 42 .2 0. 0 0 .000 TL 15 .60 PV Pipe: 11 0.0 1. 109 PL 10.00 PF 0 .0 6 9.6 0. 0 42.0 0 .0 0.0 1 50 FTG T PE 0.0 9 9.6 0.0 42 .0 0.0 0 .000 TL 15 .00 PV Pipe: 12 0 .0 0 .874 PL 1. 60 PF 0 .0 9 9.6 0 .0 42.0 0 . 0 0. 0 150 FTG T PE 0 .0 10 9 .6 0.0 42.0 0. 0 0 .000 TL 4.60 PV SPRINKLER SYSTEM HYDRAULI C ANALYSIS Page 3 DATE : ~10/7 /2003 C:\HASS75\3PLEX MYSTIC POINT .SDF JOB TITLE : THREE PLEX 2 HEAD RESIDENTIAL PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT ) SUM. NODES (FT) ( K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 0 .874 PL 0 .60 PF 0.0 10 9.6 0.0 42 .0 0 .0 0.0 150 FTG T PE 0.3 l0A 9 .0 0 .0 42.2 0.0 0 .000 TL 3.60 PV Pipe: 14 0 .0 0 .874 PL 11. 60 PF 0.0 10 9.6 0.0 42.0 0.0 0.0 150 FTG E PE 0.3 llA 9 .0 0.0 42.2 0.0 0 .000 TL 15 .60 PV Pipe : 15 0 .0 1.109 PL 10 .60 PF 0 .0 9 9.6 0.0 42.0 0. 0 0 .0 150 FTG TR PE 0.0 12 9.6 0. 0 42 .0 0. 0 0 .000 TL 16 .60 PV Pipe: 16 0. 0 0 .874 PL 3.00 PF 0.0 12 9.6 0 .0 42.0 0. 0 0 .0 150 FTG ET PE 0 .3 12A 9 . 0 0.0 42 .2 0.0 0 .000 TL 10.00 PV Pipe: 17 0 .0 0.874 PL 7 .00 PF 0.0 12 9 .6 0.0 42 .0 0 . 0 0 .0 150 FTG R PE 0 .0 13 9.6 0.0 42.0 0 . 0 0.000 TL 8 .00 PV Pipe: 19 0. 0 0 .874 PL 4.00 PF 0 .0 13 9 . 6 0.0 42.0 0. 0 0 . 0 150 FTG ET PE 0 .3 14A 9 . 0 0 . 0 42.2 0.0 0.000 TL 11. 00 PV Pipe : 21 0 . 0 0 .87 4 PL 17.00 PF 0 .0 13 9.6 0 .0 42.0 0 .0 0 .0 150 FTG 2ET PE 0 . 3 15A 9 .0 0 .0 42.2 0. 0 0.000 TL 28 .00 PV Pipe: 22 28 .5 1.109 PL 11.60 PF 2 .2 5 9 .6 0.0 42.0 0 .0 9 . 5 150 FTG TR PE 0 . 0 16 9 .6 0 . 0 39.7 0 .0 0 .127 TL 17 .60 PV Pipe: 23 28 .5 1.109 PL 10 .00 PF 1. 9 16 9 .6 0.0 39.7 0. 0 9 .5 1 50 FTG T PE -4.3 17 19 .6 0 . 0 33.5 0. 0 0.127 TL 15.00 PV Pipe: 24 28.5 0 .874 PL 13 . 00 PF 8.1 17 19 .6 0. 0 33 .5 0. 0 15.3 150 FTG 2TR PE 0 .0 18 19 .6 0 .0 25.4 0 .0 0.4 04 TL 20 .00 PV Pipe: 25 28.5 0.874 PL 9 .00 PF 5 .3 18 19 .6 0 . 0 25.4 0 .0 15 .3 150 FTG TR PE -3.9 19 28 .6 0 .0 16.3 0 .0 0 .404 TL 13. 00 PV Pipe: 26 28.5 0 .874 PL 9 .00 PF 6.5 19 28 .6 0.0 16.3 0 .0 15.3 150 FTG ET PE 0.0 20 28 .6 0.0 9. 8 0 .0 0 .404 TL 16.00 PV Pipe: 27 14 .5 0.874 PL 4.00 PF 1. 3 20 28.6 0 .0 9.8 0.0 7 . 8 150 FTG ET PE 0 .3 20A 28 .0 4 .9 8 .8 14.5 0 .116 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: '10/7/2003 JOB TITLE: THREE PIPE TAG C:\HASS75\3PLEX MYSTIC POINT.SDF END NODES ELEV. (FT) Pipe: 28 20 28 .6 21A 28 .0 NOTES: PLEX NOZ. (K) 0.0 4. 9 2 HEAD RESIDENTIAL Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) 14.0 9. 8 0 . 0 7.5 8. 2 14 .0 DIA ( IN) LENGTH PRESS. HW(C) (FT) SUM . FL /FT (PSI) 0.874 PL 9.60 PF 1. 9 150 FTG ETR PE 0.3 0.108 TL 17.60 PV (1) Calculations were performed by the HASS 7.5 computer program under license no. 16080621 granted by HRS Systems , Inc . 4792 Lavista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 .004 gpm and a maximum imbalance at any node of 0 .104 gpm . (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15 .3 ft/sec at pipe 24 . (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC : 120 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 1.380 3 .00 6 .00 2.00 7 .00 6 .00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fit ting Lengths (in) E T R K C Ell Tee TEERUN COUPLG 0.874 4 .00 3 .00 1.00 0 .00 1.00 1.109 5 .00 5.00 1.00 0 .00 1.00 1.4 00 6 .00 6 .00 2.00 0 .00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths (in) E T L C B Ell Tee 2 . 4 65 9 .00 18.00 5 .00 21. 00 2.00 in Feet G 1.00 in Feet L EL45 1. 00 1.00 2.00 in Feet G 2.00 A D 1. 00 1.00 B L 3 .00 1.00 3 .00 1.00 3.00 2 .00 A D 0 .00 0 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 · DATE: 10/7/2003 C:\HASS75\3PLEX MYSTIC POINT.SDF JOB TITLE: THREE FLEX 2 HEAD RESIDENTIAL PAGE: J MATERIAL: S40PVC HWC: 150 Diameter (in) 2.440 3.990 E Ell 9.00 15.00 Equivalent Fitting Lengths T L C B Tee 18.00 5.00 21. 00 11. 00 30.00 6.00 33 .00 18.00 in Feet G A D 2.00 0 .00 0.00 3 .00 0 .00 0.00 c..; ci 0 :i,, to 8 WATER SUPPLY ANALYSIS trJ >--3 .. J Static: 83 .70 psi Resid: 78 .30 psi Flow: 1500.0 gpm H 100.0 8 ..... t-< 0 t'l'- LEGEND •• -.J I ~ Available pue■ute ----83.6◄ psi @ 128.6 q,-8 N 2 ~ Requited pcenure ::c 0 64.24 poi P 128.6 gpm ::0 0 A. Source s·upply Curve trJ w 1 B. Syetem OetDand Curve trJ G 80.0 'U t-< A trJ X C/) u 'U G ::0 N H E z ::c :,<: 2 trJ t-< :i,, trJ p 60 .0 0 ::0 R ::0 C/) trJ o-< E C/) C/) H 8 s 0 trJ trJ 3: s z u 8 ::c H o-< R 40.0 :i,, 0 t-< ::0 E :i,, oc • • t-< /H ::c 0 :i,, p J C/) :i,, C/) z s -.J :i,, i (.J1 t-< / o-< 20 .0 w C/) 'U H t-< C/) trJ X 3: o-< C/) 8 0 .0 ~ I H 0 'U 0 H z 'U 8 0, '° C/) 11> -14.7 0 '"'1 0\ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE~ 10 /7 / 2 0 0 3 C:\HASS75\3PLEX MYSTIC POINT .SDF JOB TITLE: THREE PLEX 2 HEAD RE SIDENTIAL WATER SUPPLY CURVE 840\\\\\\\\\\\\ I \\\\\\\\\\\\\ I \\\\\\\\\\\\ I * <-78 .3 psi@ 1 500 gpm p R E s s u R E p s I ) 77+ I I I 70+ I I X E3+ I I I 5 6+ I I I 49+ I I I 42 + 35+ I I I 28+ 2 1+ I==================-=====-==--- 14+ I I X I 7+ LEGEND Requ ired Water Suppl y 64.24 psi @ 12 8 .6 gpm I O = Avail abl e Water Suppl y I 83 .6 4 psi @ 128 .6 gpm I Flow Tes t Po int II II II II II 0 ++-+---+----+-----+------+--------+--------+---------+-----------+ 400 60 0 800 1 000 1200 1400 1 600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 10/7/2003 C:\HASS75\3PLEX JOB TITLE : THREE PLEX 3 HEA D RESIDENTIAL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL . NODE PRESS. PRESS . @ PRESS. @ TAG (PSI) (PS I ) (GPM) (PSI ) s 83.7 78.3 1500.0 83 .6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 146.9 GPM TOTAL HOSE STREAM ALLOWAN CE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWAN CES 0 .0 GPM TOTAL DISCHARGE FR OM ACTIVE SPRINKLERS 46 .9 GPM NODE ANALYS IS DATA TOTAL DEMAND (GPM) 146.9 MYSTIC REQ 'D PRESS . (PSI ) 56.4 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE s RP DA C BOR TOR 5 6 7 7A 8A 9 10 10A llA 12 12A 13 14A 15A 16 17 18 19 20 20A 21A (FT) 0 .0 0 .0 0 .0 0 .0 0 .6 3 .6 9.6 9 . 6 9. 6 9 . 0 9 .0 9 .6 9 .6 9 . 0 9 .0 9.6 9.0 9.6 9.0 9 .0 9 .6 19 .6 19 .6 28 .6 28 .6 28.0 28 .0 SOURCE K= 4 .90 K= 4.90 K= 4.90 (PSI ) (GPM) 56.4 46.9 56.3 --- 43 .3 --- 41. 5 --- 41.1 --- 36 .9 --- 26.3 --- 24 .4 --- 24 .4 --- 24 .7 --- 24 .7 --- 19 .6 --- 19 .6 --- 19 .9 --- 19 . 9 --- 14 .3 --- 12.9 17.6 1 0 .9 --- 9 . 8 15 .3 8 .2 14 .0 26 .3 --- 22 .0 --- 22 .0 --- 18 .1 --- 18 .1 --- 18. 4 --- 18 .4 --- Page 1 PY.NT. SDF l(f eo.P;, SPRINKLER SYSTEM HYDRAULIC ANALYS IS Page 2 TE: 10/7/2003 C:\HASS 75\3PLEX MYSTIC POINT .SDF B TITLE: THREE PLEX 3 HEAD RESIDENTIAL PE DATA PE TAG Q(GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DI SC. VEL(FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe : 1 46.9 3 .990 PL 20.00 PF 0 .0 0.0 SRCE 56.4 (N/A) 1. 2 150 FTG TG PE o.o 0 .0 0 .0 56.3 0 .0 0 .001 TL 53.00 PV Pipe : 2 FIXED PRESSURE LOSS DEVICE 0.0 0.0 56.3 0 .0 1 3.0 psi, 47.0 gpm \ 0.0 0 .0 4 3 .3 0.0 Pipe : 3 47.0 2.440 PL 250.00 PF 1. 8 .\ 0 .0 0.0 43.3 0 .0 3.2 150 FTG 4L PE 0.0 0.0 0 .0 41. 5 0.0 0 .007 TL 270.00 PV Pipe : 4 4 7 . 0 2.465 PL 10 .00 PF 0 .2 0 .0 0 .0 41. 5 0.0 3.2 150 FTG 3L PE -0 .3 )R 0 .6 0.0 41.1 0. 0 0.007 TL 25.00 PV Pipe : 5 4 7 . 0 1.380 PL 3 .00 PF 2 .8 JR 0.6 0.0 41. 1 0 .0 10.1 120 FTG 2C PE -1. 3 JR 3.6 0 .0 36.9 0 .0 0 .166 TL 17.00 PV Pipe : 6 47.0 1.400 PL 46.00 PF 8 . 0 OR 3 .6 0.0 36 .9 0 .0 9 .8 150 FTG 4E4R PE -2.6 9 . 6 0 .0 26.3 0 .0 0 .102 TL 78 .00 PV Pipe: 7 47.0 1.400 PL 11 . 00 PF 1. 9 9. 6 0 .0 26.3 0 .0 9 .8 150 FTG TR PE 0 .0 9.6 0 .0 2 4. 4 0 .0 0 .102 TL 19 .00 PV Pipe: 8 0 .0 0.874 PL 1. 60 PF 0 . 0 9. 6 0.0 24.4 0 .0 0 .0 150 FTG T PE 0 .0 9 .6 0 .0 24.4 0 . 0 0.000 TL 4.60 PV Pipe : 9 0 . 0 0.874 PL 0 .60 PF 0 .0 9 .6 0 .0 2 4 . 4 o.o 0 .0 150 FTG T PE 0 .3 A 9 .0 0 .0 24.7 0 .0 0.000 TL 3.60 PV Pipe : 10 0 .0 0 .874 PL 11 .60 PF 0.0 9. 6 0.0 24.4 0 .0 0 . 0 150 FTG E PE 0.3 :A 9 .0 0 . 0 24.7 0 .0 0 .000 TL 15 .60 PV Pipe : 11 47.0 1. 109 PL 10 .00 PF 4 . 8 9.6 0.0 24 .4 0 .0 15 .6 150 FTG T PE 0 .0 9.6 0 .0 19.6 0 .0 0.319 TL 15 .00 PV Pipe : 12 0 .0 0 .874 PL 1. 60 PF 0.0 3 9.6 0 .0 19.6 0.0 0 .0 150 FTG T PE 0.0 LO 9.6 0 .0 19 .6 0 .0 0 .000 TL 4 .60 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE : 10/7/2003 C:\HASS75\3PLEX MYSTIC POINT .SDF JOB TITLE: THREE PLEX 3 HEAD RESIDENTIAL PIPE TAG Q(GPM ) DIA(IN) LENGTH PRESS. END ELEV . NOZ . PT DISC. VEL(FPS) HW(C ) (FT) SUM . NODES (FT) (K) (PSI ) (GPM) FL/FT (PSI) Pipe: 13 0.0 0 .874 PL 0.60 PF 0.0 1 0 9.6 0.0 19 .6 0.0 0 . 0 150 FTG T PE 0.3 l0A 9. 0 0.0 19.9 0.0 0.000 TL 3.60 PV Pipe: 14 0.0 0.874 PL 11. 60 PF 0 .0 10 9 .6 0 . 0 19.6 0. 0 0. 0 150 FTG E PE 0.3 llA 9 .0 0. 0 19.9 0.0 0 .000 TL 15 .60 PV Pipe: 15 47 .0 1. 1 09 PL 10 .60 PF 5 .3 9 9 .6 0 .0 19.6 0 .0 15.6 150 FTG TR PE 0 . 0 12 9 .6 0 .0 14 .3 0. 0 0 .319 TL 16.60 PV Pipe : 16 17 .6 0.874 PL 3.00 PF 1. 7 12 9.6 0 . 0 14.3 0 . 0 9.4 150 FTG ET PE 0.3 12A 9 .0 4.9 12 .9 17 .6 0 .166 TL 10 .00 PV Pipe: 17 29 .3 0 .874 PL 7.00 PF 3 .4 12 9. 6 0 .0 14.3 0 .0 15 .7 150 FTG R PE 0.0 13 9 . 6 0 .0 10 .9 0 . 0 0 .425 TL 8 .00 PV Pipe : 19 15 .3 0.874 PL 4 .00 PF 1. 4 13 9 .6 0.0 10 .9 0 .0 8.2 150 FTG ET PE 0 .3 14A 9. 0 4 .9 9 . 8 15 .3 0 .128 TL 11 .00 PV Pipe : 21 14.0 0.874 PL 17 .00 PF 3 . 0 13 9. 6 0.0 10 .9 0.0 7 . 5 150 FTG 2ET PE 0 .3 15A 9 . 0 4 . 9 8 . 2 14 .0 0 .108 TL 28.00 PV Pipe : 22 0 .0 1 .109 PL 11 . 60 PF 0 .0 5 9 . 6 0 . 0 26.3 0 . 0 0 .0 150 FTG TR PE 0.0 16 9 .6 0 .0 26.3 0. 0 0 .000 TL 17 .60 PV Pipe: 23 0 .0 1.109 PL 10.00 PF 0 .0 16 9.6 0.0 26 .3 0 .0 0.0 150 FTG T PE -4.3 17 19 .6 0 .0 22 .0 0 . 0 0 .000 TL 15 .00 PV Pipe : 24 0 .0 0 .874 PL 13 .00 PF 0 .0 17 19.6 0 .0 22.0 0. 0 0 .0 150 FTG 2TR PE 0 .0 18 19.6 0 .0 22 .0 0. 0 0 .000 TL 20.00 PV Pipe: 25 0 . 0 0.874 PL 9 .00 PF 0.0 18 19 .6 0 . 0 22 .0 0 . 0 0 .0 150 FTG TR PE -3.9 19 28.6 0.0 18.1 0.0 0 .000 TL 1 3 .00 PV Pipe: 26 o.o 0 .874 PL 9 .00 PF 0 .0 19 28 .6 0 .0 18. 1 0 .0 0 . 0 150 FTG ET PE 0 . 0 20 28 .6 0 .0 18 .1 0 . 0 0 .000 TL 16.00 PV Pipe : 27 0 .0 0.874 PL 4 .0 0 PF 0 .0 20 28.6 0 .0 18.1 0 .0 0 .0 150 FTG ET PE 0 .3 20A 28.0 0. 0 18.4 0 .0 0 .000 TL 11 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE : 10/7/2003 C:\HASS75\3PLEX MYSTIC POINT.SDF JOB TITLE: THREE PLEX 3 HEAD RESIDENTIAL PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV . NOZ. PT DISC. VEL (FPS ) HW(C) (FT ) SUM . NODES (FT) (K) (PSI) (G PM ) FL /FT (PSI) Pipe: 28 0 . 0 0 .874 PL 9.60 PF 0.0 20 28 .6 0.0 18.1 0.0 0.0 150 FTG ETR PE 0 .3 21A 28.0 0.0 18. 4 0 . 0 0 .000 TL 17.60 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no . 16080621 granted by HRS Systems , Inc . 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 .004 gpm and a maximum imbalance at any node of 0 .100 gpm . (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15 .7 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name : FSS.PIP PAGE : A MATERIAL : SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1 .380 3 .00 6.00 2.00 7 .00 6 .00 1. 00 1.00 1.00 PAGE: H MATERIAL : CPVC HWC : 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0 .874 4.00 3.00 1.00 0 .00 1.00 1.00 3.00 1.00 1 .109 5 .00 5 .00 1.00 0.00 1.00 1.00 3 .00 1.00 1.400 6.00 6.00 2.00 0 .00 2.00 2 .00 3.00 2 .00 PAGE : I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in ) E T L C B G A D Ell Tee 2 .465 9 .00 18.00 5.00 21 .00 2 .00 2 .00 0 .00 0 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 )AT E: 10/7/2003 C:\HASS75\3PLEX MYSTIC POINT .SDF TOB TITLE: THREE PLEX 3 HEAD RESIDENTIAL >AGE: J MATERIAL : S40PVC HWC: 150 )iameter (in) 2.440 3 .990 E Ell 9 .00 15.00 Equivalent Fitting Lengths T L C B Tee 18.00 5.00 21. 00 11. 00 30.00 6.00 33.00 18.00 in Feet G A D 2.00 0.00 0 .00 3.00 0 .00 0 .00 G A u G E p R E s s u R E p s i 100.0 1 lii~ 80 .0 - 60.0 -2 ~~ 40.0 - 20.0 - 0 .0 B - -14 .7 I I I I I I I I 400 600 800 1000 WATER SUPPLY ANALYSIS Static: 83.70 psi Resid: 78.30 psi Flow: 1500 .0 gpm I I 1200 I I 1400 FLOW (GPM) LEGEND I I 1600 1 ~ Avai labh pressure 83.63 pet I 146.9 gpm 2 ~ R~ired pre!!ll!ll.lte 56.3, p■i @ l•U.9 qpm A. source Supply Cucve 8 . Sys Ull Demand Cu tve I I 1800 ~t:l O>' to >-'l I:'] >-'l •• H >-'l I-' I:"' 0 1:':1-..... • -J ....._ >-'l N ::r: 0 ~o I:'] w I:'] '"Cl I:"' I:'] X Vl tu ~ W H z ::r: ~ I:'] I:"' >' I:'] 0 ~ ~ (f) I:'] i-< CJ) (f) H >-'l 0 I:'] I:'] 3: z >-'l ::r: H i-< >' 0 I:"' ~ 2000 >' oc •• I:"' /H ::r: 0 >' (f) >' (f) z -J >' u, I:"' .,,.... i-< w (f) tu H I:"' (f) I:'] X 3: i-< CJ) >-'l H 0 tu 0 H z '"Cl >-'l n, • <O (f) Cl) 0 "la\ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/7/2003 C :\HASS75\3PLEX MYSTIC POINT.SDF JOB TITLE: THREE PLEX WATER SUPPLY CURVE 3 HEAD RESIDENTIAL p R E s s u R E p s I ) 84 *0\\\\\\\\\\\ I \\\\\\\\\\\\\ I \\\\\\\\\\\\ I * <-78 .3 p s i@ 1500 gpm 77 + I I I 70 + I I I 63+ I I I 56+X I I I 49 + I I I -12 + 35+ I I I 28+ 2 1+ I I !=-=-=======================--= 14+ I I X I 7 + LEGEND Required Water Supply 56 .36 psi@ 146 .9 gpm I 0 = Available Water Supply I 83 .63 psi@ 14 6 .9 gpm I Flow Test Point " " " O++-+---+----+-----+------+--------+--------+---------+-----------+ 40 0 600 800 1000 1200 1400 1 600 1800 2000 FLOW (GPM) Innovative Fire 1~Pr:Jf,,J:on MATERIAL & SUBMITTAL FOR CONSTRUCTION CONTRACT MYSTIC POINT @ CALA VERA HILLS WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM 13R PER NFP A SPECIFICATION SECTION MATERIAL DESCRIPTION FIRE SPRINKLERS Reliable Model Fl Residential Sprinklers QR Sprinklers, Upright & Pendent, Glass Bulb Sprinkler 2 SPRINKLER PIPE Harvel Blazemaster Products Spears, CPVC Pipe and Fittings 3 HANGERS CPVC Tolco #22, #23, & #24 Central No Blocks 4 FIRE SPRINKLER RISER MANIFOLD Resi-Riser 5 VALVES 6 7 8 Globe & Angle Valves United, Check Valves United Swing Check Ball Valve Butterball Butterfly Control Valve ELECTRICAL SWITCHES Protection De5ign & Consulting Flow Switch System Sensor & Electr~8e l~t ~rnw~ [ID Potter VSR-S . D SPRINKLER ACCESSORIES Elmor Metal Access Panel t No Exceptions U With Comments Signs M~P.flt« t,t~f" Air and Water Gauge Star FDC FIRE STOPPING 3M CP 2SWB + Caulk FS 1900 Series Sealant B Note: Material shall be as submitted or equal to the listed data per this submittal. Material shall conform to constraints of the job specifications and the requirements of NFPA 13R 2002 edition. 105 Vernon IH1y /,iccn.,<'# /'hone 6 /9-593-8200 :::I Cajon. CA 92020 C-16-7111./8 Fax 6/9-593-9133 Reliabl~ Model F1 Bulletin 135 Rev. A CD £. ~ s· _. Residential Sprinklers w u, :0 (I) :< -:-::-------=-----=-----------=--.:..:...:..:..=::=~------------------► Model F1 Res Sprinklers engineered for a minimum design density of .05 gpm/ft2 Types: 1. F1 Res 49 Pendent 2. F1 Res 40 HSW 3. F1 Res 49 CCP Pendent 4. F1 Res 49 Recessed Pendent/ F1 5. F1 Res 49 Recessed Pendent / FP 6. F1 Res 40 Recessed HSW / F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) UL Listing Category Residentia1 Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are f~st respo~s~ sprinklers combining excellent durability, high sens1t1v1ty glass-bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs. 5 & 6) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K-Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire _c_onditions, rising heat causes a sprinkler's heat-sens1t1ve glass-bulb to shatter, releasing the w_ate:rw~y for w~ter flow onto the deflector, evenly d1stnbut1ng the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass-bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: ½" NPT (R ½) • K-Factor: 4.9 (Actual) -Pendent Sprinkler 4.0 (Actual) -HSW Sfrinkler • Density: Minimum 0.05 gpm/ft F1 Res 49 Recessed Pendent/ F1 F1 Res49 CCP Pendent Application F1 Res 49 Recessed Pendent/FP F1 Res 40 Recessed HSW/F2 Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1 , F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent & CCP sprinklers use only the Model GFR1 sprinkler wrench; for installing Model F1 Res Recessed HSW sprinklers use only the Model GFR1 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 40 HSW with a ceiling to deflector distance of 4" -12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. * Effective date 7 /12/02 The Reliable Automatic Sprinkler Co., Inc., 525 North MacOuesten Parkway, Mount Vernon, New York10552 Model F1 Res 49 Pendent I . ~ '-'--_--:;,-.,_ -=:-: ~ ~- • Model F1 Res 49 Recessed Pendent/F1 (F1 escutc~eon. ¾" ( 19mm) adJustment) (-+--m I i Fig. 1 Technical Data: F1 Res 49 Pendent and Recessed Pendent n .. Sprinkler Max. Max . Actual Sprinkler Thread Temp. Ambient Pressure K Length Size RatinQ Temp. OF oc psi (bar) OF oc Factor inch (mm) ~"NPT 155 68 175 (12) 100 38 4.9 2.25 (57) I (RV..l 175 79 150 66 Sprinkler Identification Number SIN R3516 ~-to-ceiling m 4" (100mm) to 8" (203mm) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification ft m Number SIN 12 X 12 3.6X3.6 15 57 14 X 14 4.3x4.3 16 X 16 4.9X4.9 R3516 18 X 18 5.5x5.5 19 72 15.0 1.0 * Note: The F1 Res 49 pendent and recessed pendent esidential sprinklers are also UL Listed for installation in >earned ceilings meeting the following criteria: . Maximum beam depth= 7" (178mm) 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. ,_ 2. Escutcheon* F1 or F2 Data: Type "A" F1 F2 • Note: Escutcheons F1 or F2 may be used with Model F1 Res 49 Recessed Pendent Sprinkler Fig. 2 • Model F1 Res 49 CCP Pendent .,,...-- 2 5,'t6· llM. +--------+ 2 413• {64.1mm] OM. HOLE"' CCUtC {541mm] -----CVP Ct.P I•, t/2• R£D(JC£R l/2• .IB.lmm) rJCC OF l7TTlliG ~ orcn.m ~ -:4• ~!::=:~~~~-i. XMll' ADJIISTli£NT -' S 6,lt6· llM. (IU.tmm] E 1 RES 49 ccp PEND, Fig. 3 • Model F1 Res 49 Recessed Pendent/FP (FP push-on/thread-off escutcheon) Fig. 4 Technical Data: F1 Res 49 CCP and FP Sprinkler read Temp. ize Rating •F °C NPT 155 68 W2 ax. Sprinkler Spacing ft m X 20 6.1x6.1 CCP Max. Assembly Max. Ambient Temp. Pressure Temp. Rati psi (bar) •F ·c 135 57 Flow gpm(Lpm) •F 175 (12) 100 150 Pressure psi (l:w) •c 38 66 K Sprinkler Factor Length inch(mm) 4.9 2.25 (57) Sprinkler Identification Number SI R3516 3. CCP O tions Data: "A" FP Data "A": FP Position Fullv Recessed Fully Retracted "BH CCP Height inch mm "A" inch (mm) 7/., ( 11) ,v,. (24) • Model F1 Res 40 HSW 135FG05 Fig. 5 · Model F1 Res 40 Recessed HSW/F2 (F2 escutcheon. ½" ( 13mm) adjustment) 2 t/4• HOLE OI;\. {5T.2mm) Fig. 6 Technical Data: F1 Res 40 HSW & HSW/F2 Escutcheon F2 Data: Sprinkler Max. Max. Sprinkler Thread Temp. Ambient K Size Ratina Pressure Temo. Factor Length "F "C psi (bar) "F "C lnch(mm) ~djustment F~oo~ng Type inch (mm) Inch mm F2 ½" NPT 155 68 175 (12) 100 38 4.0 2.45 (62) IA½) 175 79 150 66 Max. Sprinkler "A" Sprinkler Temp. Sprinkler Ceiling -to-Flow Pressure Spacing Deflector Rating gpm (L.pm) psi (bar) Identification ft (m) lnch(mm} "F ("C) Number (SIN) 12 x 12 (3.6x3.6l 155 (68) 175 (79) 13 (49.0) 10.6 (0.73) 14 x 14 (4.3x4.3l 155 (68) 175 (79) 16 (60.5l 16.0 (1.10) 16 X 16 (4.9x4.9l 155 (68) 17 (64.3) 18.1 (1.24) 16 X 16 (4.9X4.9) 4-6 175 (79) 18(68.1) 20.2 (1.39) 16 X 18 (4.9x5.5) (101-152) 155 (68) 175 (79) 20 (75.7) 25.0(1.72) 18 X 18 /5.5x5.5) 155 (68) 175 (79) 22 (83.3) 30.2 (2.08) R3538 16 X 20 (4.9X6.1) 155 (68) 175 (79) 23 (87.0) 33.1 (2.28) 12 X 1213.6x3.6) 155 (68) 175 (79) 13 (49.0) 10.6 (0.73) 14 X 14 (4.3x4.3) 6-12 155 (68) 175 (79) 17 (64.3) 18.1 (1.24) 16 X 16 (4.9X4.9) ( 152-305) 155 (68) 175 (79) 20 (75.7) 25.0(1.72) 4. Finishes<1> Standard Finishes Sorinkler F1 F2. FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polvester Coated White Painted Soecial Aoolication Finishes Sorinkler F1 F2, Escutcheons Bright Brass Black Plated Bright Brass Black Plated Black Paint Black Paint Ott White Ott White Satin Chrome Satin Chrome m Other finishes and colors are available on special order. Consult factory for details. Maintenance Model F1 Res 49 and F1 Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 130, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Following are depictions of nominal wetting patterns for F1 Res40 and F1 Res 49 Sprinklers obtained at minimum flow conditions for selected coverage areas. F1 Res 49 Pendent & Recessed Pendent Wetting Patterns: F1 Res 49 Recessed F1 R s 4 Pendent n /F1 .. . .. - o· -11-o· s· a· 7' 7' 4 2· o· 2· 4· 6' 6' 6' s· s· 4' 4 3' :r r 2· ~ of Room ,· o· o· FIRESO_P0,0-12 NOMINAL WETTING PATTERN l .J. GPM 1 2ft.x 12ft. COVERAGE AREA (Or less) 5. F1 Res 49 Pendent & Recessed Pendent Wetting Patterns <cont.>: s· 7' 6' s· 4 3' 2· ,· o· 6' 5' o· s· 4 ' f 1R£$,/9_P£ND-l<t .. 2· o· 2· <t of Roo m NOMINAL WETTING PATTERN 14ft.x 14ft. COVERAGE AREA NOMINAL WETTING PATTERN 16ft.x 16ft. COVERAGE AREA NOMINAL WETTING PATTERN 131t.x13ft. COVERAGE AREA 6. 4' 6' 1,3 GPM u GPM 17 GPM o· s· 7' 6' s· 4' 3' .2· ,· o· 6' s· F1 Res 49 Pendent & Recessed Pendent Wetting Patterns (cont>: 5' 4 NOMINAL WETTING PATTERN 20ft.x20ft. COVERAGE AREA F1 Res 49 CCP & F1 Res 49 Recessed/FP Wetting Patterns: o· 8' 7' 6' s· 4' 3' 2· o· F1 Res 49 CCP Pendent 4' 2· ~ o· F1 Res 49 Recessed Pendent /FP 2· 4' It of Room NOMINAL WETTING PATTERN 12ft.x12ft. COVERAGE AREA (Or less) 7. 13 GfM 7' 6' s· ,· 7' 6' 5' F1 Res 49 CCP & F1 Res 49 Recessed/FP Wetting Patterns (cont>: 8' 7' 6' 5' 4 :r 2· 1' o· a· 7' 6' s· 4 3' 2· 1' o· r 6' 5' o' O' F111C5<9_CCP-14 o· FIR£S•9_CCf'-16 NOMINAL WETTING PATTERN 1 4ft.x 14ft. COVERAGE AREA NOMINAL WETTING PATTERN ·, 6ft.x16ft. COVERAGE AREA NOMl~AL WffilNG PATTERN 18ft.x 18ft. COVERAGE AREA 8. 1 I CPM 11 GPM 18 GPA{ 3' 2' t' o' F1 Res 49 CCP & F1 Res 49 Recessed/FP Wetting Patterns <cont>: 6' 5' :r NOMINAL WETTING PATTERN 20it .x20ft. COVERAGE AREA F1 Res 40 HSW & F1 Res 40 Recessed HSW/F2 Wetting Patterns: 6' s· F1 Res F1 Res 40 Recessed HSW/F2 NOMINAL WETTING PATTERN 16ft.x20ft. COVERAGE AREA 4"-6" DEFLECTOR TO CEILING DISTANCE 9. 23 GPM 7' 6' 2· ,· F1 Res 40 HSW & F1 Res 40 Recessed HSW/F2 Wetting Patterns <cont>: O' 2· o· NOMINAL WETTING PATTERN 16ft.x18fl. COVERAGE AREA 4"-6" DEFLECTOR TO CEILING DISTANCE NOMINAL WETTING PATTERN 18ft.x18ft. COVERAGE AREA 4 "-6" DEFLECTOR TO CEILING DISTANCE NOMINAL WETTING PATTERN 1 6ft.x 1 6ft. COVERAGE AREA 4"-6" DEFLECTOR TO CEILING DISTANCE 10. 20 r;pM :?ZGPM lZ CPM r F1 Res 40 HSW & F1 Res 40 Recessed HSW/F2 Wetting Patterns <cont>: 5' 2' o· ~ of Room NOMINAL WETTI NG PATTERN 14ft.x 14ft. COVERAGE AREA 4"-6" DEFLECTOR TO CEILING DISTANCE 4' 2· o· 2· 4 NOMINAL WETTING PATTERN 12ft.x12it. COVERAGE AREA (Or less) 4"-6" DEFLECTOR TO CEILING DISTANCE NOMINAL WETTING PATTERN 12ft.x12ft. COVERAGE AREA (Or less) 6"-12" DEFLECTOR TO CEILING DISTANCE 11. 16 GPM 8' 7' 6' 5' 4. 3' 2' ,· o· 1 3 GPM T 3 CPM 7' 6' 4 3' ,· o· F1 Res 40 HSW & F1 Res 40 Recessed HSW/F2 Wetting Patterns (cont>: NOMINAL WETTING PATTERN 14ft.x 14ft. COVERAGE AREA 6"-12" DEFLECTOR TO CEILING DISTANCE NOMINAL WETTING PATTERN 16fl.x 16'1. COVERAGE AREA 6"-12" DEFLECTOR TO CEILING DISTANCE 11 GPM The equtpment presented ;, this bulletn is to be installed in accordance w,lh the latest pennant Standards of the National F~e Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the prov,sions ol governmental codes or ordinances. whenever applicable. Products manufactured and distributed by REUABlE have been prOlecting ltte and p-operty tor over 80 years, and are installed and serviced by the most highly qualified and reputable sprirlder contrac1ors located throughout the Untted States, Canada and taeign CO\.f'ltries. Manufactured by Reliabl~ The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 668-3470 Corporate Offices www.reuablespnnklel.com Internet Address ~ Recycled W Paper Re111sion ines indicate updated a new data. EG. Printed in U.S.A. 5,03 P/N 9999970235 PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A QUICK RESPONSE, 3mm BULB TYPE, 1/211 {15mm) ORIFICE, 1/211 NPTH 2· ?l/16 ° (~5,6mml ' WRE NCH FL t.T .,._ ____ 2·718° (7:!.,0rt.-:-,) OIL.---<~ PENDE NT RECESSED PE N:)E NT UPRIGHT CROSS SECTION • Temperature rating is indicated on deflector or adjact:nt to onf;:.E seat on frame. .. Pipe thre ad connections per ISO 7/1 cE.n be provided on s;:>~::al req:..i~st. , . Fn;me 2 • 6unon 3 • Gzskeled S;>ring PIE.le < -Bulo 5 • Com;>tf45ion S~•ew 6 • De1Jec1or r !G L'R !: A 1/'2 INCH ORIFICE MODEL A QUICK RESPONSE PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS ·;· . . . . .-··. ,· .... -.·. .: GENERAL OES(;RIP.TID.~ ._--~-- he 1/2 inch {15mm) orifice Universe! Model A Quick Response Pendent, l ecessed Pendent, and Upright ;prinklers (Ref. Figure A) are aU'lo• atic sprinklers of the frangible bulb type. They are "quick response• slan- ard orifice spray sprinklers' intended >r use in fire sprinkler systems de- igned in accordance with the stan- dard installation rules recognized by ~ e applicable listing or Approval gency (e.g., UL Listing is based on FPA 13 requirements). The Pendent, Recessed Pendent, and Upright Crinklers all produce a hemispherical ter distribution pattern below !he de- ctor. The recessed versions of the Model A Qrinkler are obtained by utilizing the odel A Pendent Sprinkler in combi- tion with either the Model F700 or F705 Recessed Escutcheon (Ref. Fig- es A and C). The Recessed Escutch- ns have a separable two-piece de- ' n which allows installation of the sprinklers and pressure testing of the ,,9 protection system, prior to ceiling nstruction and/or application of a fin- ' coat to the ceiling. They also permit r •d In U.S.A. 12-95 refinishing ol 2 ceiling surface without having to first s~:..rt down the lire pro- tection sysler.i end remove the sprink- lers. The venical c.djustmen t provided by the Recessed =scutcheons substan- tially reduces the accuracy to which !he length of :i:xed pipe drops to the sprinklers must be cut. Also, !he Clo- sure has a i /2 inch (1 2,7mm) wide llange which provides ample clec.r• ance for covenng the mounting hole. .. . . . . . >:._ .. ~-.. ·~: ... 1 ~. · APPROVALS AND STANDARDS.-. . -. Laboratory listings end approvals for the 1/2 inch (15mm) orifice Model A Quick Response Pendent, Recessed Pendent, and Upright Sprinklers are given in Table A. Vi'AR.1'lING ~ 112 inch orifice Model A Quick &spon.se Pendent, Recessed Pen.dent, and Upright Sprinklers described herein mu.st be instalkd and main- tained in compliance with this d.oc u- 171.l!nt, a.swell as oppli.cabk stanckrds oft he National Fi.re Protection A..sso- c:ation, in addition to the s!ar,dards of any other cuthorities hauir.g jz.:ris- diction. Failure to do so moy irr.;;oir the integrity of these cuuices. The owner is responsible fo r main- taining their fire protection S)•st.em and devices in proper operatir.g con- dition. The installing con..tra.ctor or manufacturer shouki be contacted rel- ative to any quest ions. Installa tion of Model A Pendent Sprinklers in recessed escutcheons other than the F700 or F 705 wi.ll L•oid all sprinkler warran.ties, a s well as possibly void the sprinkler's Approv- als and I or Listings. . . . . ·::· . TECHNICALDATA The 1/2 inch (15mm) orifice Model A Quick Response Pendent, Recessed Pendent, and Upright Sprinklers are rated for use at a maximum service pressure of 175 psi (12, 1 bar) and they are available in the temperature rat- ings and finishes indicated in Table A. Recessed versions of the Model A Sprinkler are obtained by utilizing the tos,sM SPRINKLER ANISH TYPE TEMPERATURE BULB NATURAL CHROME POLYESTER RATING LIQUID BRASS PLATED COATED COLOR (All Colora) 135'.F/57'C Orange PENDENT 15S"F/68'C Red and 11s·Fne·c Yellow 1. 2. 3, 4, 5, 6 UPRIGHT ' 200'F/93"C Green 286"F/141'C Blue RECESSED 135"F/STC O:ange PENDENT 1 SS"F/6i'C R&d with F700 1, 2, 4, 5, 6 RECESSED ns·rne·c Yellow ESCUTCHEON 200"F/93"C Gre-Gn RECESSED 135"F/STC Oange PENDENT 135'F/57'C Red with F705 1,2,3,4,5,6 1, 2, 4, 5, 6 ns·Fne·c RECESSED Yellow ESCUTCHEON 200"F/93"C Green OTES: 1 .Listed by Underwriters Laboratories, Inc. as Quick Response S;,r.nklers. _isled by Underwriters' Laboratories of Canada e..s Quick RH;>onse Sprinklers. A,pproved by Factory Mull.Jal Resee1ch Corporation as Oui:lt P.Esponse Sprinklers for use in Light or 01dinary Hazard (Groups 1 arid 2) Occupancies. The FM Approvals are for wet sprinkler srsierns only and exclude occupancies involving low nash point (less than 1 00"F/38'C) flammable liquids or flammable hydraulic liqu,::s. prov&d by the Loss Prevention Council (United King::1om) .. s Quick Response Sprinklers. t,,pproved by the Scientific Services Laboratory (Australia) .;s Ou~k Response Sprinklers. ccepted by the City of New York under MEA 24 1-9-4-E. TABLE A LABORATORY USTINGS AND APPROVALS del A Pendent Sprinkler in combi• nation with enher the Model F700 or 05 Recessed Escutcheon. The Re- !SSed Escutcheons are available th a chrome plated finish o.r ~ coated finish in any color. ~ e nominal discharge curve plotted in ure B represenls the flow ·a• in M (LPM) as determined by the fol- lowing fom1ula: 0= K,~ where the nominal discharge coeHi- Qnt 'K' equals 5.6 (80,7); and, ·p· uals the residual flowing pressure in (bar). Listing standards permit the actual value of 'K' lo vary from 5.3 10 S (76,4 to 83,6); however, for hydrau- calculations, a K-factor of 5.6 (80,7) to be applied. e Frame of the Model A Sprinkler ef. Figure A), is bronze per ASTM 76 (C87800) or, a proprietary alloy designa1ed OM. The But1on (bulb re• a·ner) is phospher bronze per ASTM 03 (C51000 or C52100). The Gas- 1ed Spring Plate consists of a Beryl- ium Nickel (N03360) disc spring that is sealed on both its inside and outside s with a Teflonf gasket. The Com· t .3Ssion Screw is bronze per AS™ 8'140 (C31400) and the Deflector is brass per ASTM B 152 (C11000). The J->del A Sprinklers utilize a 3mm diam• ,r frangible bulb. Table A indicates the bulb lic;t.:id color as a function of temper.:ture :c:ing. The F700 .::-,d F705 Rceesse::i E!>· c.ui!:h~0!:~ P'=''-'•de-d for use with the tv',odel A Per.dent Sp:inkler (Ref. Fig- ure C) have .; Closure and Mounting Plate fabricc:ed fr om low carbon steel. The 11.ouniirg Plete prongs, which are compress~ t:-ack into the Mounting Plate as the Closure is pushed over it, maintain a· tioht friction fit between the two pieces. -,he Mounting Plate and Closure can c..iso swivel re lative to each other end compensate for minor non-perpendicularity between the Model A Sprinkler and the ceiling. . ~ .: : . . . . INSTALLATION : ... · NOTES Do nc,t in.stall any bu.lb type sprirJ..1.er if th.e bulb is crocMd or tlu:re is a loss of liquid from the bulb. With the sprirJi.kr hela horizontal, a small air bubble should be present. The diame- ter of th.e air bubble is approrimately 1 I 16 inch (1,6mm) for the 135.F I 57°C to 3 I 32 inch (2,4mm) for the 286"F/14l"C rating. (At hi.g~r ambitnt temperatures, the bubble moy bt barely perceptable for the lower temperature ratings.) In.stollation of Model A Pendent Sprinklers in recesstd escutch.eons other thon t~ F700 or F705 will uoid l>OC"-'~O[ • 1/.J.. C~LC>o<I ,u -m !O""'l ,. ,. " u .. I.I .. ' .. .. M ,,.,rrw. CU~V'l OM..f ' ,aua..,~1a,.a.u,,.1 ,,.,,... I ' .. ... ' ' '. u I j I .. ' -.. T/ . ' . .. ~/2< I '. ' I 7 ' . J ~ .t.JfTU,J. C '-"""'I Ow\ l •A.L "'-'UUll-t '2.1 u.a . ' N '1f 1D'I 121 Ut ~ 0 l lllf Lrnicn M> IDn7'n FIGURE 8 r C NOMINAL DISCHARGE CURVE oll sprin.klu warra.ntu!s, as we.JI as possibly uoid t~ spn'nkler's Approu- als an.d I or Listings. The Model A Sprinklers must be in- stalled in accordance with the follow- ing instructions. 1. Prior lo installing pendent sprinklers and if applicable, verify that the face of the sprinki8' fitting is within the proper range of distance which can be accommodated by the type of escutcheon being used. When installing a Model A Pendent t DuPont Aogistered Trademark , l&ct the appropriate wrench based on the Jowlng requirements: • Model A Sprinklen; with 8 natural brass or ;hrom• plated finish and where the tlrench Flats shown In Figur& A Ui oC:CiS· slble, may be be installed using an 8 or 10 Inch adjustable Crescent type wrench or the Model F850 Sprinkler Wrench. Model A Sprinklers with a polyester coated finish must only be lnstall&d wlth :ha Model FBSO Sprinkler Wrench. odel A Recessed Pendent Sprlnlclers which are to be installed after completion of a fixed c:elfing must only be Installed with tle Model Fe50 Sprinkl&r Wr;;n,..-h. USE: t © Model FE50 N~·lon Co~!ed Sprinkler Wrench en usin; e~ Ser ic ~::..~ ed}'..::tc?e Cre~er;~ type w:e:-:~. ~~ vaench is 10 bG opplisd to , sprinkler wrench flats only {Ref. Figure A). o use the F850 Sprinkler Wrench, slip the Wrench opening over the Model A Sprinkler Deflector by passing the Sprinkler Wrench eround the side of tie Sprinkler es shown in the ove Illustration. Ing a 1/2 inch ratchet drive or by applying an 8 or 1 O inch adjustable wrench to the hex end of the Sprinkler Wrench, tighten the sprinkler into the lining. The two lugs located on opposite sides of !he Wrench indicate the orientation of the sp:111<Jer frame arms. NOTE h :.;pc~ :f.c Sprfr·.k.!cr P.1:-c:i..=l·•, :.:;,1,i.!c £: i.t lcii.6 ~;;;..tt, :..C ,~.s;;it :.1,;:.: :.'-.,e 1~'rc,.c.1, re~t,, stays fully tnga£ed with tht sprinli.lu wrrnch flats. refully remove the Sprinkler Wrenc/1 by disengaging it lrom t',E sprink.ler wrench flats, and 1n passing i1 sideways over the sprinkler deflector. FIGURED SPRINKLER WRENCH SELECTION AND USE PSN 57 -XXX -X -XXX I TEMPERATURE RATING 135 135'F/57'C SPRINKLER FINISH 155 155'F/68'C TYPE NAT'JRAL ERASS 175 175'F/79'C OR PENDENT 4 WHITE POLYESTER 200 200'F/93'C 370 OR UPRIGHT 9 CHROME PLATED 286 286'F/141'C TABLE 8 PRODUCT SYMSOL NUii.SER SELECTION FOR 1/2 !NCH ORIFICE MODEL A QUICK RESPONSE PENDENT AND UPRIGHT SPRINKLERS WITH 1/2 INCH NPT CONNECTIONS been exposed to corrosive products of bustion, bu1 have not operated, ould be replaced if they cannot be l-"Jnpletely cleaned by wiping the sprinkler with a cloth or by brushing it · h a soft bristle brush. re must be exercised to avoid dam- age 10 the sprinklers -both before d after installation. Sprinklers dam- . ed by dropping, striking, wrench sVslippage, 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 escutc~on, which i.s wed to cover a ckaran.c.e h.ok, may cklay the tiTM to sprinkler operation in a fire situ.atwn. Befort closing a firt protuticn sy,tem control value for rru,inlenance work on tlu fin protecticn s,•stem which it con- trou, permi.s,i.on to shu.t down tM af- fected {irt protectwn sy,tem must be obtoi~d from t~ proper authorities and all ptrsonnel who may be atftcted by th~ action must be noti.fud. It is recommended that automatic sprinkler systems be inspected quar- terly by a queli!ied lnspec!ion Service. WARRANTY Seller warrants for a period of one year from the date of shipment (warranty period) that the products 1umist,i:id hereunder will be free from defects in material and workmanship. For further details on Warranty, see Pn·ce List. . . . ORDERING PROCEDURE . A Product Symbol Number (PSN) is not specified when ordering polyes1er co&ted Mode.I A Sprinklers wi1h o1her 1han a while color; when ordering color coated Recessed Escu1cheons with other than a while color; or, when or- dering sprinklers wilh 1hread connec- tions per !SO 7/1. !t is sugges:ec :ha: a color chip be provided when ordering special color tinishes. 01herwise, re- sponsibility for duplication cannot be accep1ed. Contact your local distributor for avail- ability. Sprinkler Assemblies: Specify: 112· orifice, (specify tempera- ture rating). Model A Quick Response (specify Pendent or Uprighl) Sprinkler ·.-,~th (s;:;6cit;· typo cf !i:-,:s~,), PSN (specify from Table 8). ·special Order· Sprinkler Assemblies with ISO 7/1 Thrud Connections: Specify: 1/2' orifice, (specify tempera- ture rating), Mbdel A Quick Response (specify Penden1 or Upright) Sprinkier w ith (specify type of finish) and wilh thread connection per ISO 7/1. Recessed Escutcheon: Sp&city: 1/2' (15mm) Modal (spoeity) Recessed Escutcheon wi1h (specify finish), PSN (specify). 112· f700 Chrome ......... P SN 56· 701-9-010 1/2' F700 Whhe .......... PSN 56·701~-010 1/2' F70S Chrome ......... PSN 56,70~9-010 1/2' F705 Whte ........... PSN 56·705--<-010 Sprinkler Wrench: Specify: Model FBSO Sprinkler Wrench, PSN 56-850-4-001. ~110.. tTlldemant of GRINNELL CORPORA11ON. 3 TYCO PA.GK. EXETER. NH 03833 A "tt/CD INTfRNAnONAL LTD. COMPANY There ;:.:e :-:-.e.:-:y so!ver1 ce-:-,e:-:·-,; :ec -,:-·~:...e, published CC\ e:::--; s:e;:, !:'y s:e.: :·:ice~._ ·t! c-. _:: how iO ,-:-;c\:,e sc1-. e:--,: ce.-e:--:e: ·:·:--:s. :--·:.-. e. =· v~1e feel :r:e: f ::-.c ::e.~ic ;,<:-c :_: -=s .. -\·.:\ ~~ 2·-: exple.i:ieo. ~:-:,-.:; 2 .. -1~· ! .. ::-.:::;!:: =~. c-. :e:--.~: under5:;: .. --c :-,g -~-.·o:....,;c· .:,e ~?.:-:-:. rs::.-. -2: :echn;qL:es ;:.·e reces~i',')' :~ s_: _::;:-.-:·c _ ·,.. :::pplica:ior:s. :e-:-::-e:2.::..."e :::,:: :·:-,. ;:.:-:: -,2-:2: :-, in size c\,.d .,.::s cf ;:;:e ;:.:-:: :.:: -;s. Se ?.v,'e ... e c-: ?,I :·-e5 :,; ~::: ;:---::~\, :·ec: :es Solver.: ce.-:-e.-:.s :er ;;:;e ;-.-:: ::-: -;s 2·e ··2-.-~: .. so ~he;e ~:--1-2L.!J ~.e r,o ~--=~~.-; .-:; ::-=: ;:_·:-:5 of heat er :~2.:-:-,e ::; wc;:i-; c: ::.:·2;e 2:e;:s. == sure io wc·k cr.!y i;, a \',e 1 \ e:-::.;::ed s;.2:e ,.-: e.void L.:r.r,ecess;:.:y ski:, c:r.:;::: -,-.,·:, ;:.'! s::.. e.-·-'· More ce:2.::ed s;:.:e:-1 ir,:c· ~2:i: -, ·, ;:·,;:.::;: :-e :. : , Harvel or l?S j\:/eid-On) C::·pc·;::·c:1. -..: . .1r-1e:--. ~·!iii; :►.t c·\·: s-:? Ce:":"'lt.-:-.; :·~:~!!. ;,e1:=:·;::,i:;"; ?.rJ~ !:~f" .... -; ce.-, :'!-r-:.-.::-.•f: ::y :-ie ce:71f"".: ::.!e:f :te: c,: 57:.? ce:-:,e-.:.:-.; ~·:,:t:-·e$ :e:ef_,1•/: -~:e: :: 1-::.e:;;: :-i-:;: .. _.::.:.~!J. F~r cc:i::·: :-$. ·: -?y :-e ~e;i·r:.:e :~ .. :!E :-: -;:,iQ 5-:: :·o~e-1~ \', -:•(i . .. :::!.1e! a ::.-e: :: ~.-1..:·f l-:t": .. r:t 1,~~.-;.-2. F:.: tAr-::::. v, -.f~ ,·.-:·.,..-; -:: = .·.-:e:-,t: v .. :.-; .r·;~ :.;.~!-:~·: :t. -:·e :.~e ;.:;,: Ce ment coatings of sufficient thickness ,,,.o~f :~.i.~ s~·~·,c:e:1: c e:-:-ie~.~ iC f;ll :r,e 10:H ;:;;a.:. of ::-ie j c i:-,1 :-:i.:st :::: e r.;:,plit:J. :esiCf'l ;,lli:-,g ,hf ;;-._:;,, aaeq::c.:e ce.-.,e:-,: :ryers v,•:11 ;:,ene:r;-.:f :ne i-..:~;.ces ;.nd r.lso rerr,ai:, we: L.::-,;il :Me joir,1 is . --·.;-. ?.lSfr:-,::,Jtd. ?rci,·e ;r,;5 yo;;;self. tl.::..,-r A;>;:,ly o:, 1rie ,o;:, s.;~ace·oi?. ;,ie,e ?-.~---;::· of pi;:,~ two se;:;a:?.,e l?yers of . ~~;.,·,._;:,,· 'ce:-:ie:,i: Ft:-;. f,ow·o:, a l">e2,y :;,yer. 0 .::: *' ( r,-::::...:c''-i .. . . . . .. . . .. . ·•·· . .•' . :-,.£~::ft.of_ cr.::,er:t U'len alo:,;-sici.~ it_ ~ :(Y,n : · f.•::i,£:'-:i";t-. ~r:--:snfd_ov: _l?yer. Test :h~ 1_;,ye_~S. :..·:. ?-"¢°5:~?,~~2'~ ?. St'C(?;)~S 0(,5~ !:>,Y,<i Q~0lle<: ,':'~~~<'.-~e.._v.:i_=-> Y.~iJ,I (~~ge~-'.?':J. ~ii! n_q_i:{: ~ ·[j:. \Kf{ ~ ' . ~ . .,· -~'°< ::, .~:x ,._~ ~:,~r,1!'1~!.~~~-1;:.!~>.~et ;,c-~o~es tac~•::·.-··~~~!"g_..?1,en_c_~ q;;ic_klY. f;:,!,O?~?'Y;~• ~ ~~ wi__~tJ s.~eco:i=s) i'he hec1vy1;,v~{~; ~~\_.:.tr;~-~•mre~.ajn"'V.~ei .r:1~C:i ·;o."J::;e,. 1(10\~,;t· -..!11.,..:..,..,r"r ,. :--·. ,-·.·-·· .. -.·, --, ••. .,.: .~ ... :, :!~if .. -.~~Ch~~~: ;,e;:if':-~~=::., "-'.~~ _m,ni;-':~;: •:"'~,~_.._. ahe( c;:,;>ty,~; :-if'H' ,,.,,e:s,-Sc:e;:,e~,. ~---~~:.~: \_ .. __ :_nen-r_v.-;~~:: ~~-'~ ·-:-ne, ~r-.::-) !r_~·~r·., ;.>: .··:-.. ~-~;:._';'-·111 r~~-e :~:_::__~t-~ l~~ie o: .,o ·, .... .... -~ ;,e:1t.r:> .... ""l .. ~ ""l(r,"\ c--,t . -_,~., .: .. · ,:'-~~-~, . -~o: ;-e:"'lf::r: =-~ · i: :he ce:":"le~.i c:,;-:1-,;~ :-, ::--,t ;;,:;:,e r.:-,c; :::-:in;! e.~e \'. e: ~:-.: ~· ... ::: ,·.·~.~-, r:!e~.:,ty :r'<e! ;·e:e. :--~y-v.•,!i :f--.: :o ~,:'\\' :c~:: ... e· ;.-,: :f::-.f :.-~ !ryer. A'~o. :~ :-,e ~e-~-: ·! ~·.•t-: :-e s:..J~nce~ :>tier-.: .... : .. e7. ·:.·.:: !:ii: :t !C~i.. e.:,c :~e!t !.:~E-.e-: !_-'r-::-! ·• :;1e :,9nt ;,? .. -: o! : .. e .. : --: ,•, ;i. :~:--.: ;o f._•~e ~c,;f:-e: . Surfaces .•.I!·~· ... ,... . '-,,!', ~--~--')!-:;'f-,,~-•,:..,,;.,~ . . _,. -?'~.;W',,.,.,;p ... ,.... . . •P."-'rcy.~·v: -~~;.;;,,_,;~ .... .?:; Han-.:-d1·,'II ... ~~·:-:~~·~"':t~?""~-.·· t'~~-~ •• ~~-~~_-:.,;~~~~:.:...: • ~,. ••a,,. .. ~ .. ~-~,>.t"""~--·."-!"r:~~~~ ; .. ~ ~ · .. Si .• _-.,.~'·•·-1. ~-.~;r-.w:,... •• "' -• $: · ·, •.\•,..,~.:,. ... •. :'.!.'Y-· ...... _~., •• ,:}--"T. .. ~ ......... -. i 1 '"'·~~~·"'!'f have · ,;;ffsi~b~h-~l~f ~~i~}t·~t-la·~ihen hJifd'iirig· i~r~o~~t;, p11?f~-~~~~tk~~ ~thei?Oa,J/as~a .. supe·r,or',+ta1ei-iri-YesTs¥nt·fo'afucitfrS~'!~~~anci·rirj~'g''s.'11··iht~h~~-'a%uch'1o~eti'~p;ict~rFerig'·v,r/•~.fJ:G' ~~'.tf . ··"'I·---·~·•·· .. ,..., ... -;-. --. ·•. ··•-,1•• -.,· .,._,,. . •. .. • •• .. • • •.. • .-, " . -·•···· •.•.. _ ... J~ • ..... _. ·-. -.... ,-. ,.,. ........ ,, ........ • ... . ....... -.... :.:..~ l·, -... ";;.,~~ . ,:' rrosives:· che_micals; and ~lectrolytic action: ln 'r.,iny \'._.'and're~istance 10:·abu:S-e th,~m sieel:.\· :·:::: •::.:'::'/ ,-: ·, .:··<··.~ .,;_··~ ':l?&~:E'·: ~ . ·'-·"' .· ·.• ... --.... -,.: ..... -~ . ► .... ~-•.... • •. :O-•.-:""r-.... :-• ..:;.·-....... ... • . • ... _.·. .'!· , ._ •. :~1-. .R!!-~~t!~:1\. s_efvic.~ }! e __ i~~ ~nl_i~i_t~d ~ue _10, the·; ·-.. ;:-. Pip'e fitti~gs. v.1hethe?:',cknori'ed ,or loo~e. ·;hould -~Ot be\'· -... ~r ··.-:: ·: ·. c~~r~cte:,iStlCS .o'. ~77:.;1'_a!e~1al, in compam(!n i~ ,7.e:al ·. .' tcss'ed or ihrown to th~ ground; pipe should not be . . • -: <-.. ping P\~_du_cts. ·: : .· :·. .· dropped or .dragged on ;he groun_d -i.e .• when !Jeing · · · ·· is .important to understand :hai_ihermoplc?s:ic ;:'.:::-19 unloaded from a truck. Impact crc1cks, splits or scraiches products do have a much lower ir.ipact meno:h ·.-.-:ien can wee.ken or dair:age the pipe and fining. H€c\')I or mpared to metal piping produc-.s. lmpro;:>er ;r cc·eiess sharp obj ec:s should not be thrown onio or c?.f?.ir.st indling is of.en the Ci'il..'Se cf dar.,c.ge io plc.s:ic ,:·_:ing thermo;:>:c.stic pipe ?.nd fittin gs. ?ipe finings should never products. Unfortunately, p:evioL•sly ur.nc:ice-d or be mixe-d in .siOrage bins vvi,h :neial piping prod:.1c:s . deieCied dc?.r..c?.oe is at.en discoverec or,'v ?-~=· :-e -, stem h?.s been installed c?.r,d PL't ;r,io se-,vic e. ,he follcwing ir,form?.iion ;:>:cvic:es :he ::?.sic ;L';.:~ ·-,es · r ,he ;:>roper h?.r,dling ?,r,C: s:orc;e of :f-e:.7.o;: ?::c oing ;:>:oduc:s. Losses c\.e :o C?.-.?.fe ?.nc e>-;e-;".·e re;:>lacer.,e:,:s o: :hermo,:::,!c?s;ic ,:::,i,::::i:-ig cc-;-._:x-e:-:, :i:-i ,:, ?.voiced :hrouoh c o::ec, /",c.:-,c'i:-,o ?.:-,d s:: :? .: e -_, -ac:ices. torage ermop:c.s:ic pi_;:,e and :·::i:-,;s cfe; e>-ce"e:-: ·es:::-:e :o wec.:he,ing and :-r,c?y :r.e:e'c:e :e s:c:e-d : _·:5 : =· :,e c.nd f1:1infS s;o;ed OL.::sice ,-;-;,st be CO\•e·ec :. :'1 ight :;:.,p?.ulin iO ;:xever,: e>-ce5Si\e :e:-r.;e,?7-·e ::-_ .:_·_::, c?.nd pcss ible w?.,p?.ge or co:e,r :'c?di:-,g. :>-pcs:...:e :: nlight /U.V. rc?dic?.rion/ will CiiL'.Se 2 co,or f?ce c; :-e When h?.nc:ir,g ,he:-mo;:>l?.s:ic pipe wi:h fo:k Ii:'!, on1y c:-ie pc.l:er c?.t c. :ime .should be c?.,ried. V/r,en i.:si:-,g a r.ydre.:..::ic ::>c-o:-n c?.nd ccble :or L·nloading. che.i:-i s•:.-.ss should :--or :,e L:sed. lr:s:e?.d, wic'e Cc?.n\'c.s 0r ;"1:-e·;'cis sii:-,gs .shoi..1:d :::>e used, wi:h ?ceqL·c.:e ,::,:cce;;-,er,:s c:-i :r-e p?.ller loid :o prevent .s?gging. C?.uticn: \/ff/ ccid wec.,her .. ,,,ill ;-;;?.r.e :re:r.;o_:,:n::c ;!;,e ~.;--1d ;!::i;--,~s r.;c~e st.-•sce;:i:-Je :c c·c.:.,?.;: ,2-_;t-: --::1 i.-;-,pact. :x:r?. cc?.:e !hould be :c.ke,, d:.;rir,g h? .. -.c :.-:g :o p:ever,i c·c.r.,?f·e. ,he t.,;Se cf ,?.:cr.ei i)1pe c:..:,:e:.s .s~ou:d :e ?vo:c·e:. espec ;c.:1y c:...:i:-g cc,d -.-. ec?:i"er. T:-,ese :-: ;es cf c _ ::e·.s :end io cc,.:;:>ress :he pipe ;:/er :o c1..:-:1r,9 whic., c? .. '"1 :e.sult i:, r.;=.iriine ;:"'curing. 3:cdes on ;his s:yie of u::er :e:,d ;o dull q;.;ick!y. ,he L·se cf dL'll ::,:cces c?.n t·ec:L':e ;he pipe prior iO ;.'le.king a clec?.:1 CL't. . • · .. ,...,..·_~;;~·~~-~"I'•· . ~~---. ~1\~~ ~-~ _.. ' ~.;,,;,:• ....... ' . .· ·.,.-,.:"-.!i -~ ~ ...... ~.►.;;1"-..,:,!' ...... ,-.-~ ...... .; r.-~~~--..,•--:-•k•l'...:,,;..: -::::-:-....... ~-~i_',"'"',.~ .. .,..__.,..~"?.-·.a _. . ~ · -•~-~~-.cr..~-4:-: -·:--• . . ;&~ ._ ... ~';\'!-t'"~,~~~1~ ... ~ .. ~ H .,._di.~ J:..·~~~~ ...... , _,,,,.,_:f.-::•.~'$~~-t~~~~""'1~. ~~ · ,,;;~•~,,-~· .··-'";C.~-~ .. ~·-:··'!:.7 ~~-:~-an 1ng:r-~,·-'"_;".::-.M....::, -~~-4' .. ~ .. ~ ... ,,,)t-1:~~-.., .... ~~~~·-·•~ .. ,,1_.,_.,._ •1 .... ~ ~o/.&i:~h;.~t~ .... ~$1~,:~-:::.::~~s-·$f~~~\·~--,,.~::i::X-r:..-~ct~·~\:--~~-1i::J~;.:~~:-~~~~!'.·~..:;-r.~~:~ J_ ~~~ h~~tlO,J.19 .. ~~~pl]~~~z,,J.;!~ .. ~.,car~ is_J:~_q':)![.ed. "".'/1.~0._Ga~d_llng_ th~CJJ"IOP.1?.~.S P'P.~.:.~'¥1i~;i ·•'"'•r t:. .. ~ ....... ':Lt-..-... ~.... . ..... ~•~'"'\~·-·"''" ~., ... )J> ............. •~/";-.......... -., .. : .... , _.,_, ....... _,,,.--:-, .... -., ....... , -·---r~,.., .. . ~/9,r .. ~~t~_r.1.a)_ r~Sl~-~r _to: ~!f:af~ ;';-o~;-:::~,an.d_jt_tjn'g~i: ?S t!:!.~!Jirte. a_ f'0_U~I')_ 1~,~7[)~1?'.~H _s;r~ngtJ:lJ :~rh!•;.f ;; nd ~lectrol_yi1c arnon. In r:-,any -/ and resistance to abuse than s,eel:.:-,-:-:-.. ·:· . ."'. /. :-·,. .:·-::" ··,~ ... :_ -~ 1 J(~nl,i~it~d-~ue _to the\ -: .. / .Pip"~-firii~~·s ... ~,h·~;~-y~1~~-~~d -~~ 'ioo;~: 0ShO~;d ;not -b~·:·,/. · -., . ma~enal, ,n comparis_C!~ .i~ ,--:-.e:.al ·. . .. tossed or ~hrov~n ·to. th~ ground; pipe should not be . . . .· dropped or.dragged on the ground -i.e., v..-hen !:>eing unloaded from a truck. lmpaCT crac·ks, splits or .scraiches can weaken or darriage the pipe and fining. Hea\.y or .sharp objec:s should not be :hrown on;o or a~2.ir..st thermop!?.stic pipe and :-:;:inqs. ?ipe fir.inqs should never be m:xed in siorage birs w:,h ,'1leial piping prod,.x:s. j stand :hi.t_ihermcplas:ic ;:·_:ing ,iuch lower impact s;1eng,h ·.·.·hen -~· g producs. lmp10per or cc·eie!s · L'.Se cf cari.2.ge ;o pl2.s:ic :·_:.ing : y, previoL.'sly unr.c:iced o, i o:':en d:.scovered only ?.t:e· :~e .c ;d 2.r.d pui in;o se:-vice. ~.2y :r.e:e ::.:e : e s:c:ed ::~:s : e. C-:sice ,-:-:..st :,e c.:,, e·ec· .-. :-i When he.nc'!ir.g thermc_::,!.?.s:ic pipe wi:h :o:k Ji:'!, c,r.1y one pc.lier,:.; a :ime .shc:.:ld ,e c2.rried. V/r,en L:si:-9 a hydr2.L':ic :,c,0.,1 2.r,d c2:.'e :or 1.:r,ioac'ir,g, c:-:ain s::.--.fs .shouid :--,01 ::,e L·sed. lr.s:ec=c'. -.·:ic'e c2.r-:,·2s 0r ;i:·e·;'.:s.s slings shou:o :,e used, -.,.<:h 2:eqL·a:e ;:i:ae.-:-,er,:s o;; :r,e pc.Ile; 102d :o preve.-,t S?fging. Cc:utic;;: \lei)' coid we2:her ·,-.•ill r..2.r.e ::-e:r.,cp:2s:;c pipe 2.nd ::::i:--,;s r:;ore s:..sce_::i:-ie :o c·2.c.,?.;= c~:..1e::: '::y impact. :);:12. cz..re ~hc:.•;d be :2.ke;; C::.;ri:-,g r,2.;-.c .. :-.9 :o pr ever,; c?.r:-.?f e. "ihe L'S e cf r2:cher :y;:,e c:.:::e:s s:-io,/d :e 2v:.·ce::. especi2.11y cu:::--,g cold ·:. e2:.-er. These-:_, ,:es of c_ :-:e:s :end ro cc,T.;:xess the .::;:,e ;:··er :o CL~;,~ v.~:c-c2.:1 result ;,., :-,?.irl:ne f;c=,c:ur;;-:g. =.·?des on :,'iis S~)'ie of C:Jl.er rend :o dull q:Jick!y. ,r.e L·se cf GL'll ::J:2ces c2.n f·2cu:e the pipe prior ,o me.king a cie?.:1 cut. Inspection Before Use l "ar~in_g: lr.-.p~c?er !...'S~ of :oo!s no~rr.2./ly :..·;ed wi,h ~tcil p1?1ng rys.e;-;-is, 1.e .• i ,eicks?'NS, wa:e; ;:iur:,p Pliers. o;se w:er,c:--,ec ""C c::'"' c::• ''e c::-;;-c ·o • • .' -• ~ • •• ,._., I .,,...,.,) ,._., • ,., :::..,_ • .. .s~,c ;,:pe c.;-,,d fi:-:i;iqs. \f:s ·:;e c.:-,d nor,av:s : :e )cr:. .. :~es. sco ;:r,o ~r c::i~•c:-.~ :.f -.e,•,;. .. :.::1 e---· c•ier tioh:en:,,: :;,f ::2:•ic .: .. ~:::.=-; co~,-~c· :,:o··~~ -· -~, ,.,'_e ---• •' •· ,,__ ~ ""',._ ,,.J • ' ,. • • •-(" = ::,.._;1 l I Pipe Cutters ?.:-!: (; .:e :7":.:s : i-.?'-: 5:_2·e-:~.:: e-:s :c, ?'i c-.·" .. :ii :.-= .:·::tr :-.:=.-:ec.-; cf :-e ;;·.:t =--~ c.:-,d 1 :.-: r.~,.-; s:.,~ -:: !:>c:-::,.7,. _.:.. ,.,.,~eel :-_,.-;,e ~:_:= c:...:-:e:. -.,,,::;, s.:~::2.1 '.::'?ces ::, .:!?5:ic p:_:e .. :·:-vices e?.:y 2.:-: c:e2.r, CL:r:i;-9 ?(::o:,. ~,;e r2.:se: ::>e?:= ieh o:-: :'".e o:.;:sice of :ne ;:,ioe 2.;-:e, cur.in~ :-:-:..s. :.he:-i :::,e_·e.T,O\'td. Ar:,::er !:>ex S?,·,, rr.?y 2.'~o !;:;e i..5ed io protuce 5::;:.;2:e- cut er,cs. Pipe Bevelers :-:.•::,e e;,ds mL·st !:>e cr.2.:-:-,fe:ed /or :=eveied) ;o ;,;fl ow e2.sy ;:-:se:.ion of :-e ,J;;>e ir,;o :he ;·;:-:ir-; 2.:-,d io hei;> :·e.·e:,; sc2.;:,in9 ::-ie sc'·.,e:-:i ce:-:1er,: :.:.-. :he ir.side of ::-,e f.:::~g soc ket. .:-. ·e(C,7,.:-,ended :,eve) cf i/1 6" ;o ?.:?.2" ?.i a 1 o· io ; s· 2-,;1e c2.n ::e : ... ·:~-:ly ~chieve-C L.·s:,..,; e: .J:e!:ic p'._:)e :f\e·er. Deburring Too ls .:.. s-~~:'1. !:>eve:ec p .:•e e;-::: ~1e!;s ::·e?c :r,e sclver,t e2s :'/ 2s ::-,e : :e :s j oir,ed :o ;r.e ;,:-:::-.g . .,:..11 ::..:·s shoulo be :e.,,cved f;o:n :-e i:-:side. 2s ·,r,,ell 2-s :r-,e ou:.s ide. cf :r.e pipe ends. S;,ec :2.1 p:2s:ic ; ;,e de!:lu,ring iools ce:,urr pipe e :--cs quickly e.no etf1cier,:fy. Strap Wrenches l :SPfARS FlameGuard™ CPVC FIRE SPRINKLER PIPING PRODUCTS SUPERSEDES ALL PREVIOUS EDITIONS '\ \ 1atity Systems Certificate No. 293 ,rporafe facllltles, Sylmar, CA ssessed to ISO 9001 :~. , ' ' ~ ·! •· --~ \~ .,-';, ~ .. i\'k t!.~ C' . ,~ ·:,5;:, .'."' <~ '\ ' . 't'"" ~ . . '"" . '·<:~... . . , \..._ ~... . -~ , ... ;~, . ~.-, ". '"> '-.... ........ ~ ''. ' . ""'" .... • ...... .. ~,.. .....,\ ~j FlameGuard-cPVc FIRE SPRINKLER PIPING PRooucrs -~- I l EE I i r -I ..-- /Soc x Soc x Soc) I L ' I l--f~ -Approx. I Size M H G L Weight 1ber (Lbs.) ~"-1 3/4 1-5/16 1-9/1 6 9/16 3-1/8 .13 u 1 1-5/8 1-13/16 3/4 3-5/8 .30 1-1/4 2 2-1/8 718 4-1/4 .38 -015 1-1/2 2-5/1 6 2-9/16 1-3/16 5-1/16 .63 1 ) 2 2-7/8 2-15/1 6 1 • 7 /16 5-7/8 1.00 ~5 2-1/2 3-9/16 3-3/8 1-9/16 6-3/4 1.80 -030 3 4-1/4 4 2-7/32 8 2.80 I I"-"·~ r M7 (EDUCING TEE rn-, I Hl (Soc x Soc x Soc) fcf, -!-l 1 M 1..,__._ ·+· --->-M' L : J ~~ I ~~ M1 M2 H1 H2 G1 G2 Approx. Size M H G L Weight (Lbs.) -102 3/4 X 3/4 X 1 1-3/8 1-3/8 1-11/16 1-13/16 1-13/16 1-13/1 6 27/32 27132 11/16 3-5/8 .21 D 1 X 3/4 X 3/4 1-5/8 1-5116 1-5/16 1-3/4 1-11/16 1-13/1 6 5/8 11/16 13/16 3-7/16 .16 ) 1 X 3/4 X 1 1-11/16 1-3/8 1-11/16 1-31/32 1-27/32 1-7/8 13/16 27/32 27/32 3-13/16 .26 1 X 1 X 3/4 1-5/8 1-5/8 1-3/16 1-25/32 1-25132 1-25/32 11/16 11 /16 13/16 3-9/16 .16 -157 1-1/4 X 1 X 3/4 2-1/16 1-11/16 1-3/8 1-15/16 1-13/16 2-1/16 11 /16 5/8 1-1 /32 3-3/4 .32 1 ) 1-1/4X 1 X 1 2 1-5/8 1-5/8 2-1/16 1-15/16 2-3/32 13/16 13/16 1 4 .26 1 .I 1-1/4 X 1 X 1-1/4 2-1/1 6 1-23/32 2-1/16 2-7/32 2-1/i 6 2-7/32 15/16 15/16 31/32 4-5/16 .42 -1 67 1-1/4 X 1-1/4 X 3/4 2 2 1-5/16 1-29/32 1-29/32 1-31/32 21/32 21/32 1 3-13/16 .23 u 1-1/4 X 1-1/4 X 1 1-1 5/16 1-15/16 1-5/8 2-1/32 2-1/32 2-1 /8 13/16 13/16 31/32 4-1/16 .26 1-1/4 X 1-1/4 X 1-1/2 2-1/1 6 2-1/16 2-3/8 2-3/8 2-3/8 2-3/8 1-1/8 1-1/8 1-1 /32 4-3/4 .50 ) 1-1/2 X 1·1/4 X 3/4 2-1/2 2-1/16 1-13/16 2-5116 2-5116 1-15/16 29/32 1-1/32 1-1 /4 4-5/8 .60 -202 1-1/2 X 1-1/4 X 1 2-5116 2-1/16 1-11/16 2-7/32 2-7/32 2-5132 31/32 7/8 1-5/32 4-7/16 .42 ., ) 1-1/2 X 1-1/2 X 3/4 2-5116 2-5116 1-3/8 2-1/16 2-1/1 6 2-1/32 11/16 11/16 1-5/32 4-1/8 .38 -., ~ 1-1/2 X 1-1/2 X 1 2-3/16 2-3/16 1-5/8 2-5132 2-5/32 2-5132 7/8 7/8 1-3/32 4-3/8 .30 -212 1-1/2 X 1-1/2 X 1-1/4 2-3/8 2-3/8 2-1/16 2-9/16 2-9/16 2-5116 1-3/16 1-3/16 1-3/16 5-1 /8 .58 :.., ~ 1-1/2 X 1-1/2 X 2 2-3/8 2-3/8 2-718 2-11/16 2-11/16 1-11/16 1-5116 1-5116 1-3/1 6 5-3/8 .72 ., I 2 X 2 X 3/4 3 3 1-1/2 2-1/4 2-1/4 2-5116 3/4 3/4 1-1/2 4-1/2 .71 jd 2x2x1 2-7/8 2-7/8 1-3/4 2-3/8 2-3/8 2-9/16 718 7/8 1 • 7 /16 4-3/4 .61 -251 2 X 2 X 1-1/2 2-7/8 2-7/8 2-3/8 2-21/32 2-21/32 2-25/32 1 -5/32 1-5132 1-7 /16 5-5116 .86 .t ) 2-1/2 X 2-1/2 X 1 3-1/2 3-1/2 1-3/4 2-5/8 2-5/8 2-7/8 7/8 718 1-3/4 5-1 /4 1.10 i ) 2-1/2 X 2-1/2 X 1-1/4 3-1/2 3-1/2 2-1/1 6 2-27/32 2-27/32 2-31/32 1-3/32 1-3/32 1-3/4 5-11/16 1.20 -291 2·1/2 X 2·1/2 X 1-1/2 3-1/2 3-1/2 2-3/8 2-15/16 2-15/16 2-15/16 1-3/4 1-3/4 1-5/8 5-7/8 1.20 ti~ 3x3x2 4-3/16 4-3/16 2-7/8 3-5116 3-5/16 3-11/32 1-7/16 1-7/16 2-3/32 6-5/8 1.80 -.l I 3x3x2-1/2 4-3/1 6 4-3/16 3-1/2 3-5/8 3-5/8 3-11 /16 1-3/4 1-3/4 2-1/16 7-1 /4 2 20 ~ THE U.S.A. 2 FlameGuard"'" cPvc FIRE SPRINKLER PIPING PRooucrs ;PRINKLER HEAD TEE Brass Thread Insert Style >OC X Brass Fipt X Soc) Allows use in soffit systems M2 Approx. L Weight Slze M H G 1x1/2x1 1-1 1/16 1-3116 1-11/16 1-9/16 1-13/16 1-9/16 11/16 1-1/8 27/32 3-3/8 SPRINKLER HEAD TEE Steel Reinforced Plastic Thread Style ,Soc X SR Fipt X Soc) H:.......;.~H• G ,I M i . -·+· ! L I ~ tG'-l (Lbs.) .24 J Approx. Size M H G L Weight (Lbs.) 122SR 1X1/2x1 1-11/16 1-3116 1-11/16 1-9/16 1-13/15 1-19/32 11/16 1-1/8 11 /16 3-3/8 .19 r=H--i 90° ELL dif'F..-·-· (Soc x Soc) L I I I 1.-,:.-J -. Approx . m r Size M H G Weight (Lbs.I •~07 3/4 1-5/16 1-9/16 9/16 .09 ~ 10 1 1-11/1 6 1-5/8 23/32 .20 )ll=t:/12 1-1/4 2 2-1/16 13/16 .23 )6-015 1-1 /2 2-1/4 2-9/32 31/32 .27 )I ·120 2 2-7/8 2-3/4 1-1/4 .63 ){ ;25 2-1/2 3-1/2 3-3/8 1-9/16 1.20 )6-030 3 4-3/16 3-13/16 1-15/16 1.90 ~H .31 1 X 3/4 1-11/16 1-13/16 1-1 /1 6 .19 E IN THE U.S.A. 4 I 0 ■ I FlameGuardnl cPvc FIRE SPRINKLER PIPING PRooucrs ''" : •·--~~-71 ROSS ~Ii H ■ I - (Soc x Soc x Soc x Soc) -L--+--___ 11 LLL_ ... : -~ 16\i!J L M' H' G' L' Approx. Size M H G L Weight (Lbs.) )07 3/4 1-3/8 1-3/8 1-5/8 1-5/8 S/8 S/8 3-1/4 3-1/4 .22 )_f"l 1 1-11/16 1-11/16 2-3/32 2-3/32 31/32 31/32 4-3/16 4-3/16 .45 ,JI I 1-1/4 2-1116 2-1/16 2-3/8 2-3/8 1-1/8 1-1/8 4-3/4 4-3/4 .66 ns 1-1/2 2-3/8 2-3/8 2-5/8 2-5/8 1-1/4 1-1/4 5-1/4 5-1/4 .87 0?9, 2 3 3 3 3 1-1/2 1-1/2 6 6 1.43 [; 2-1/2 3-1/2 3-1/2 3-7/16 3-7/16 1-11/16 1-11/16 6-7/8 6-7/8 2.10 3 4/18 4/18 3-31/32 3-31/32 2-1/16 2-1/16 7-15/1 6 7-15/16 3.10 131 1 X 1 X 3/4 X 3/4 1-13/16 1-1/2 2 1-5/8 718 S/8 4 3-1/4 .35 Ll ~OUPLING N 1 I'" [[l] Soc x Soc) 1--L___J a Size Approx. n r M N L Weight (Lbs.) r-7 3/4 1-5/16 3/32 2-1/16 .OS 3 0 1 1-5/8 1/8 2-3/8 .08 sl-12 1-1/4 2 1/8 2-5/8 .13 9-015 1-1/2 2-1/2 1/4 3 .32 !I :0 2 3 1/4 3-5/16 .46 sl _is 2-1/2 3-9/16 S/16 3-7/8 .71 9-030 3 4-3/16 1/4 4 .88 : IN THE U.S.A. 6 / E \ :.PVC Hangers -+- j Set™ Mounting Bracket l3 1ock™ Hanger 1t,ured for: Central Sprinkler Com;,any f 'l Cannon Avenue, Lansdale, Pennsylvania 194L5 ~ Produ~t . ~ Technical ~ Descrrptron ia Iii Data J-cen!,al l.',odel SH51 Head Se! er ar,d 1ne =·a2eh1.asier CPVC No nger o!'er ,evolu1ior,2.ry 11r--,e g si2.lla1ic:1 me;nocs for t:-e ng ol 31a:el,'.as'.er C?VC: ~e a·d r r :,:e-:·:cer--e•; of ;:-,e s;x,:-~ler c~e 1~: c:::i~£ :s ins!cl'ed. 1-e o p·cv,:es ver.ical :es:·a1r,1 :,! prir,k;e r i--:e e :l e :1:-:-1::-,a :ir,g ,r,e • e e ::l l · ·or.al :-,a:-;e·s. :?y ali£:-.i:-; :·e >~ .~~= s:··2: :i :.;-: ir:e c·e::~, :a:; h,r:,o:;c;-;; ci :r-e ceiling _io:s1. ,:-,; !er is ass u·eo of ,:-,e desired e:-: in:sn :c :·e s::•::-i~!er ~ee:l ~::,ei:-£ :::s: c·e:J in t:-e ce· .·;. o 1'->e u:.,c .. e ces ;1 of ::-e Sr:::. <~" is '1Ct ·equi:e:i io o!'.se1 ;:-e rl ·e o! ;:1::--:g ,o ecccmoc2.:e :·e < esc.i,c:-ec,.1 l ,c:n the s·ce cl :~-e -, \Jo a:oc~ 5 12.zeh\aster C?VC e;_,s a s1r.1;::·e il','O-hcle si•c;:> !er ,~a:azel/.es:er C?VC ;:,;:>e. W:'.h o Block Ha"l;e·s. :here is :-,o :c-;,:r e 10 i:-.s:c ll ':;Joc~ing" io c:'sei ~ m wall S'..Jc's or ,he face cf ;Joor iling jo:s:s. Model: Sr'=·. so;2, SOi5. S020, Approvals: __ ,:e::i 'or 5:ezel.',c.sier : =· .. c Compli,;s ·,. ·-::c.: c ·::,e::l ·e:. :;;~,€~.:s of NFPA13 t;~~: ::::10·) Malericl: SH61: G: .:.-:::. t-Jur:;;-.:, KiJ;ej :·:.:. ·; 0:..:1::y ~·.::!: 20 Ga.;: ~ Installation 2 Hole SO: SAE 1008-1010 Roll Ho! Dip G60 Galvanized S1eel; 20 Gauge Weight; SH61 Heac'se1;- o:-1se1 S:rao: ·" I 1 . '·" " 2" SOi2 S0i6 SC20 S024 S032 .2627 I::,. .Oe50 lb. .09i4 J::,, .0298 1::,. • ·1 -, 96 l::i. .i357 I::,. SHBI Headset -Solid Vvood Joist (Designed !er ~se wi:h Central's "West Coast" style CPVC Sprinkler Head Adapter) S1ep 1 -Pc~: 0:1 bracket agair,st ver1ical wood surface S1ep 2 • Se: ::~•:h of brac~e;s using graducted mcrkings on bracke1 depth tab. Desi::: Loca:ion is to be lined up wi1h bot1om of Joist. (See Matrix on page for de:::;-;;ining cppropria1e mark to use.) Press firmly to hold position on face c' _:oisl. S1ep 3 · Sec .:·e bracket to wood sur1ace using the two hex head cap screws provic':j. (=10 x 1" screws) Note: lnstali :,·.-o screws c:S shown below. ,--:J or No. 19-2.0 r '¢@tt¢ifci b?tS~ FIG. 23 ~\,\'GER FO.':? C.P. V.C. ?L.:..STiC ?JFE LOOVBLE. FASTE.\'ER STP...:..P TYPE •· '· ', ;,. _____ _ .. -:: .... ·; -"": :.z-. i ~c '.·..::--.,:--.::-. af.: :i~:·:.::--;: :c ~:::·. -::-.: :7::-·.-e:~.c::-.: :: :~< f:;:-.:-:9\.·.:: ~.\2: :_:-.:--; c::-:·.c.:.:::--.. :ls · : .. :~::·<;:-.:.::--.:i~· :._i :c:2:t:-:c! --~-.i: ::: ! -:=::::--: :::~ ·r···::· !-~~i:~ 2:--.: i >..::c1:c·~ :~e :f:_._·,:i:7.-t:-.:.s cf . ~3? .. c:--.: ::~:). FIG. 24 HA.\'GE::? FOR C.P.V.C. ?L.!.STJC Pl?E DOUBLE Fl...STE.\"f.R STRAP nP'E -SIDE .'-10L'.\'T / :. J.. r :-:--:i F:s. 23 2:-.:· ?:s 2.; !:€ta~:\· C :-:a :: ... i:: =-:..~ < = ·-·:: =~:--.; ~~...: ::. ::.::e ~:s:::~ :!"':t :-.:::, :--.c~ :-.~,c !-e :: :~.:1;~:::-:. ~-=:t·-·s· .' ....... ~:.1;..: ·.:.:·::.~ :.~,e ;:~:··.:::. :: :! :1:::=:-:-.:-:--.i:-.ir: ·.~.i: :;~~.c:~ec::€ t :f,~:c i~:::s ::::eC 'J.~::"°. l ~.tx !:~:-.:,;: !::z::'.:7.,:--.: ·:-i' :.;~e=·-c~ ::--.s:2 ::i::::--. :~i~~ ~\;,;~z:/;://\~t:/ a\·:~~~:~/b~~:~:~: /,/;//: ~::--.c·-:.-:, :o :e$· .. -:~ :::.-:: :~~:.?!:z.::c:-:~ ·.:.~:~.: .~:.?-:: :-_ .. ?-c ::-::.t >·~ ~:c ::-:;::~; c: z ;::;:: \c<-c ::-: · .. ;::-c:' :~ :i-:.:.:. :·,::. Oricr By· f :;·.::i :-.: . .-~.:t: ,~.c C ?.·-.. · ~-:;:;;,,; ~::-c. .::::e.-::.s _;;t:-:c"::-.r • · ,:..;·c~7·e:;e ,· .~.~~ 1-:~~ :· :.e .:f :h:-e: :':;r. ~: · ! :_· .$ :·-_·::-.:~ r.e :· ~-: :·:: : ~e .=:oc:.:c: c:-:c :s :.-.e ~:.-:::--:-:; .. :."7j _:'c~:c~c: J::e c{~e;:::.£. C :-3/::: )-3/J5 :-3:': 6 ''-~.'~ 5 :v • .;x. ;._.;\(::::; ~?.a.C:\G ?: I ---..... :;a~~.,::;:; .-:::x :-:::.~..:, .;:;-: ?. C \. · .• ::::e:.--:7 :" ~-=: : : ~ H N M 4: - I ~:.a.•C,O,,~-~!>S 35 ; ea g ±¥-=tii-CWAW 4 A?&#t~'#;"%:--":S#t&-~fil~~4 FIG. 22 1-IAJ\'GER FOR C.P.V.C. PLlSTIC PIPE S!l\7GLE FASTENER STRAP n·p£ -.,c·•;,-- !~:~ c; i :-.:::e : ~-e :---rz:-:-.. :~/. :!-.:-.:i~.:-::: ::, !·-·;:::-: (? ... : :::;i :.c:: .-:.:-.2.:~.:a: :-·.:~:::~. ~-..:.~. :s ~ :t::::--~ . . ;:-;c: :,: :~C\~:·: :~ .. ; ".:~~,-~:: -:-.;· .. ;:-:-.,::·.: :: ::-. .! -. ,,.. . . .-:;-..::<" .:.: ::-.c::-;::c·is ·rc:·.::i! ., ...... . e _.:;,-c !:-: ic.:"-c ::-.;:2::l::::- ;:: :-:cc:; C? \i.C. ;::-:::i -.. . . . :c :.l.:i: C~f.i 2 .. ca~:':.: c:-:.:.::.-.cc · .... :.-.i :-..::.~::-.; ~::-~ . .-::·.::~ 2 £-:;c,:z: ::ex °;' . .:zei ~i':: :~.:i c-.:·::-; ~,:~·.;..·•· -E'.~~:::: :::::s. :•:::~C ·.;::::"'. Z ~ -..;$~: ,~ :::s:i!:~::c:-. ::--cj_ . . ::-:-x ~:':.°'\C: ~ c: ~.,::~; ,:~ ~;!c·..,1:e::·. 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Fect:.,r~ ;:::o:ec: :: • ~CIFIC F:~E SAFETY TUT >.x::J ~ l ., I I I J l ,.,~~ 'I, 11\.0W~WTNM'TMO ◄/I W.&.W.YI ___ .._..... FIRE SPRINKLER RISER ~-- 2 3 4 5 6 -------------------? \~c..~fold 3oc:. \~c:!--:-'-.;c::d >-\~~e -:--.:.:j ~--L:ne Ch.,ck \'c.J-., ~;:,:~.s Lc.::,d 2. \'.-.,1er G.-..,E"· 30'. ?51 ::ell \"ah·t For more infor.:-,ction, cell yc:.ir Gem Represen:etive tode)', or visit us on the Internet et: \>,'Y\'W: gemsprink1er.com The RESI-RISER fire sprinkler riser is a pre- assembled, compact, attractive unit for resk>en- tial sprinkler risers in NFPA 13, 130 andlor 13R systems. The manffold po:-tion of the RESI-RISER is manufactured from a one-piece brass casting, air tested at the factory for leaks. Raised letter- ing on both sides allows for the unit to be installed to the right or left, end also easity identi- fies the flow diroction, as well as Test and Drain outlets. Two mou;1ting legs are molded o:-:to the manffold, allowing secure fastening to joists. The dediected fiow switch L.'Sed w~h RESI- RISER has been tested and app:cve-:, by its manufacturer, System Sensor. Th:s q:..;a!ity flow switch is UL listed and FM App~cve-j, and co:,- tc.ins dual SPOT switches with a:-; adj: . .:stab'e retard time of O· 7 O seccncs. A siim flow switch and the RESl-RlSER's unique design of installing all the co;:;p::,:ie:-,ts tc o:"le side, while mol::ii:ig the mounii"lg :e~s on the opposite side, gives n the ability tc be i~s:a!:ed within 2x4 wo:xj frame co:,structi::,:i. An optional pressu·e relief v2.lve :s availab!e for use with CPVC systems, or in acco,c2.;-ice with NFPA 13 Section 3· 1.2, which r~uires a p:es- sure relief valve on gridded syste:o'ls. Sizes: 1 ", 1 ~/•", 1 'h" and 2" Style: Thread x Thread Listings: Flow Switch and Pressure Gauge are UL Listed Finish (Riser Body): Cast Brass Water Pressure Gauge: 300 PSI Optional Accessories: 175 PSI Rated Pressure Relief Valve Flow Switch without Retard GLOBE & ANGLE VALVES 46S ·46T • These Valves are recommended where tight shut-oH and frequent operation are required. They are especially recomme--ided for use on steam. water. 011 and gas lines. where no_n-metallic replaceab!e discs are used. Specify service. These valves wdl back seat in the full opened position to allow re-pack,ng under full pressure without removing the va!ve '.rom the line. The sloned type disc holder allows '.ree sw,veling. thereby mini;-;, z,;,g wear on the disc. No. 45S & 46S Equipped w:th No. 24S disc for water and air service. These valves a•e S listed in all sizes and a:e espec:ally recomme;,ded for :,re spr:nkler service. UL Listed for i 75 lbs. PSI WOG 150 lbs. WSP 300 lbs. WOG No. 45T & 46T Equipped with the No. 2.:T Teflon· disc for general service. --·F---100% Hydros1a1ic Tested Screwed Ends -.,; - •Size I 114 • I A 1 23/32" :s 2 1/8" No. :C Closed 3 7/8" 45S :c Ooen 3 63/64" 45T iShip !Wt. (lbs.) .59 IA 55/64" !s 2 119• No. le Closed 3 45/64" t.6S :c Open 3 13/16" 46T 0 55/64" · Ship Wt. (lbs.) .63 !auan. 'Per . /canon 12 Rising Stem Replaceable Non-Metallic Disc Slip-On Disc Holder Union Bonnet Ventilated Aluminum Hand Wheel Available with Plastic Hand Wheel Through 1 • Body Material: Bronze Conforming lo ASTM 852 Approved by 1he New York City Board of S1andards and Appeals under Calendar No. 1079-81-SA. 31a· I , ,2· I 3/4" 1. 1 1 /4 • 1 15/16" 2 1/4" 2 11/16" 3 1/4" 3 9/16" 2 1/8" 2 7/16" 2 25/32" 3• 3 47/64" 3 59/64" 4 17/64" 4 47/64" 6 3/16" 6 13/32" 4 5/64" 4 43/64" 5 5/32" 6 19/32" -7• .84 1.06 1.94 2.91 3.88 31/32" 1 11a· 1 11/32" 1 518" 1 25/32" 2 1,a· 2 7115• 2 25/32" 3• 3 47/64" 3 29/32" 4 ,,a· 4 23/32" 6 7/32" 6 3/8" 4 1/16" 4 17/32" 5 9/64" 6 5/8" 6 31132" 31/32" 1 110· 1 11/32" 1 5/8" 1 25/32" .88 1.00 1.75 2.75 3.88 12 12 6 6 4 1 112· I 4 1/16" 4 3/64" 7 7/32" 8 1/32" 5.50 2 1/32" 4 3/64" 7 7/32" 8 1/32" 1 55/64" 5.63 2 For Replaceable Disk See Page 52 2· 4 13/1 6" 4 31/64" 8 5/16" 9 1/4" 10.75 2 13/32" 4 32/64" 8 5/16" 9 1/4" 2 5/32" 11.00 2 45S 45T 7 ::e ;.. = 9-? \\'1. (l::s.) .. n . :l,J reek O:.i,,. CHe 210 ,. - CHECK VALVES SWING CHECK This swi:,g cr,eck valve is b:.: : ior tight seal on backflow through a bread range of back press:.ires. Ii is rr.ade w1,h s1.:s:an1ial wall thicknesses to give long lasiing service. The 99 is s:rncard 1•,:ih a me1al c':sc :· at rolates on the carrier io continuously provide sure seating. ,2s lbs. WSP 200 lbs. WOG , 00% Hydrcs:ztic Tes1ed Screwed Encs Me12llic Disc for General SErv::e 6ody Mcterizl: 6ronze Confo~~.ing l o I-Sill. s;.:S-SA Si:es: ,,~ · · 2· :• . ·, < 3.'~,. 99 j r I , . " ·, ·1:2·· ;, ... 57,;.;" -' ~ ' .. 2 £ : .; .. 2 3.S/6.!." I 3 i /22' I 3 2;!s~ · ·i:;,·.s" --- ('" -,. -.. !I ': /:~2" -~2" 1 i 122" I 2 1/i 5" I 2 ·.3,e . .:' 2 :;·. £-.!" 2 ::. :-.: .. -·- ,i5 ~5 . 2 . 2 cO :.0 I I .. e, I 1.22 , ei 2.~, ! I -12 6 5 ~ I I ':' .i 60 30 ·, E ·,2 I ·.:o. 210 Swi:,g C::eck \'al\'e wi1h 3:22" c· ':: ~ C c::er ·:r 1.·~: o, aUic~aiic p:essure sv.-,;c:, :;•: ci ':e ;:,.__:-::, ·s:a1:a:,c:, as :e~uire::i ty NrPA No. 2c,:.,.,.5 2; \10. 2i0A S;:,ec:al 1v;,h i ;s• Hole in Cla;::,;:-:r ':· ;.$: ., ,:.,-,:;- =·ee:e Loo;:, NrPA ·,3 5·5•.4 2.~2 ~ ·.2 15 \/a \ e 3 -· ~" · 2" lobe Va!ve 1/4 " . 2·· "\ .oaded Litt c alve WOG-1:.i·. 2" FIRE PROTECTION PRODUCTS No. BBC?C .'-i For Hcse \ a . -: 1 1 2" & 2 . ;_·· No. 126S Bronze An!; e \'ai, e 200 WOG -•:J· · 2" No. 51 Angle S::,rirg-Loaded Litt Check \'alve 400 WOG -1,4" · 2" No. 99S No. 200 S:ramer with S:eel ?I1.'Q Brorize Check Valve 200 WOG -1/4" · 2" No. 70HRP Flow lndica1or 1i5 PSI 1"&1 1/4" No. 210 No. 235 Sa!I 8~·:) \'ai•,·e i /2" & 3.~" 3ronze Sw1rig Check Valve with orifice Iri Disc. 200 WOG -1,4" · 2" No. 76 Gauge Tes1 Valve 400 WOG -1/8" & 1/4" ~ DI C.,-' C SPECIFICATIONS ·ND INSTALLATION INSTRUCTIONS BB-SC SERIES MILvVAUKEE VALVE COMPAf\JY PECIFICATIONS FOR SLOW CLOSE I L! W CLOSE BUTTERBALL VALVE ASSEMBLIES PATENTED ii slow o;:ening and closing properties in a e urn valve. The purpose is to eliminate 1 shock and water hammer in fire protec- ,nd other licuid sys:err.s. o cally re;: •aces cumbersome OS.& Y. gate s. tt. lightweight manual opera:or has scotch ;Ign &· V!Sual position indicator. Close cou- 1 positive direct drive ·tfi wi:h or without a built-in supervisory tam- t_•h. ill rated at · 75 psi. Also available at 350 psi t· BSA 2pproval. ~ App,c,ed ~ ® Listed Ih !ire ;:,,01ec: :,n sprinkler s,-s:e:ns. i 75 ps,. he New '\,:;rk C11y Soaro ol S:cs. & A;,peals under ✓ . ~9€-&1-SII-, lor boIh 175 and 350 ;:,s,. L DESCRIPTION I SUPERVISORY TAMPER SWITCH KITS AND BUILT-IN ASSEMBLIES PATENTED 1. Available factory assembled or as a separate kit for field assembly. 2. When mounted on the 6B-SC100 Slow Close valves and wired up, the switch signals any. move- ment of the valve disc from the full open position. It also signals any tampering with the switch. 3. Supervisory control can be monitored at e:iher one or two locations because It houses two prevmed S P. OT micro switches. 4. If a tam per switch that can only be monitored at one location is required, consu:t factory. 5. Switch Rating: 10 A..-:;ps/115 VAC · 60 H1 0.5 Amps/ 28 VOC 6. Wire leads are 24" long. Consult factory for spe- cial lengths. 7. See back page of :his spec sheet for installation instructions. SIZES UUFM Valve Less Switch 1", 1 ¼", 1 •/~". ) Valve With Switch 175 psi -Threaded Ends NYC BSA 2", 2 ½" Approved . --UUFM..--. ---- ) Valve Less Switch -·--------------------·- ClJ Valve With Switch 175 psi -Grooved Ends NYC BSA 2", 2 ½" Approved DO Valve: Less Switch 350 psi -Threaded Ends NYC BSA 1", 1 ¼", 1 ½", ' Valve With Switch Approved 2", 2 ½" ) Valve Less Switch 350 psi -Grooved Ends NYC BSA 2", 2 ½" 02 Valve With Switch Approved ~ Supervisory Tamper Switch Fits All Valves MILWAUKEE VALVE COMPANY 2375 South Burrell Street Milwaukee. Wisconsin 53207 __ : =-·- . I ,rball eurrERFLv vALvEs VALVES LESS TAMPER SWITCH :-®-- ' ; I I I I ~ I i 88-SC100 (Threaded Ends) Sizes: 1", 1¼", 1½'; 2 ", 2½" ~~ t.J,-...__r-L _ ___r-"-------(,____L _J©~ -! L® 1-. --© l : : BBVSC100 (Grooved Ends) Sizes: 2 ", 2½ ·• VALVES ·WITH BUILT-IN TAMPER SWITCH THREADED ENDS B-SCS02 (Valve w/Tamper Switch) -C:"1 DIMENSIONS -INCHES 1 '/• 1 '12 2 2 1/s 25/s 2 7/a 3 1/,. -C· 1/,5 5 ,3/32 5 21/32 6 1/s 9/15 , 1 ,5/,5 2 3/,s 2 3/4 1 23/32 2 1/s 2 3/e 3 1/15 fi·= --15/15 --5/e ---4 '/2 ~-3/,5 --2 3/s ; :;4 1 ,,, 1 7 /15 2.25' 2.50' 3.25' 4.5' 2 '/, NO. 4 ,;a 1 6 3/e 2 3 5/,5 3 3 ,,, 4 ,s,,6 5 5/s 6 4 ,,, 7 2 7/s 2 1/4 10.0' ---r I -~--+-. @ I ~®f-© __j r® GROOVED ENDS BBVSCS02 (Valve w/Tamper Switch) MATERIAL LIST PART MATERIAL SPECIFICATION Indicator I Sintered Iron F0008P Housing Bronze ASTM 584 Body Bronze ASTM 584 Handle Brass Oise Stain. St!. Type 304 Oise Seal EPDM Elastomer Switch Housing Die Cast Aluminum , rench mak?•up lenglh. L.0 -1s llow resistance expressed 1n equivalent 1eng1h of scnedule 40 pipe. MILWAUKEE VALVE COMPi\NY 2375 South Burrell Street Milwaukee. Wisconsir 53207 Valves buill to take 11...sinc:e 1901 QVALVE AND TAMPER SWITCH INSTALLATION -ION -USA I'::an be installed 1n any orientation in a ,~m using standard National Pipe Wrench should be used to hex on the a.~ being threaded to pipe. Pipe sealants ><L.Jsed sparingly. SCK02 switch can be easily mounted on ~ the lie:d. (See special installation ) ·heel i: rovided with every switch kit.) t micro ,witch is required. simply tuck ) 3 wire lead set back into the centre! housing. T;_ical cc ,nec:ions 1n accordance w1ih ~N -(For Underwriters' Laboratories ~ 1 must ~-ov1de upright orientation ol ,, onnec::.)ns as follows: .. Bonding and ri to be 1:1 compliance with :he ~:s of iJ-2 Canadian Electrical Code :: he inse ·:1on dep:h of :he threaded musi not exceed 1/8" into the supervi?ory , using, ar d the threaded co:1du1t must fit ) ) the ·sw.tch. ~N FOR NEW YO RK CITY VALVES :ial valves rave a large Flow Indicator BB-SC WITHOUT A TAMPER SWITC H BB-SCS WITH INTEGRAL TAM PER SWITCH I ' ---l · ,--·---- t i i ,t ·n the d1:ection of the valve disc. m or clcsed. The valve should be position Nhere the indicator is readily NOTE: DETAILED INSTALL.-4T,GN INSTRUCTION SHEETS ARE PROVIDED WITH EACH VALVE. WIRING DIAGRAM ~-L ____________ White Black Red )r "ION WITH VALVE FULL OPEN ~IRING FROM NORMAL OPEN TO NORMAL EVERSE RED. AND BLACK. SUPE F!VISOF!Y TAMPER 0 SWITCH MILWAUKEE VALVE COMPANY Valves built to take it ... since 1901 · ··' · ½" ELECTRICAL CONDUIT \.__ UL LISTED JUNCTION BOX 2375 South Burrell Street• Milwaukee, Wisconsin 53207-!519 TPleohone: Area Code 414/744-5240 • Telex 2-69437 • Fax No. (4 ;-4) 744-5840 1Ul2 Rug D··· _, for , 10( Fire Our Lo:- co:: ;.e-c 101 s, Co; Tr!t £:, Co Co . O\" ()· I ch Asserr.bl~ --· -. ---... .. -........ .. ·oniz;;:ion --.. ,_ .... --. . --C.,C •••• : .:.. :-. .'". - f ~ation s .. ·-.. -. . . - . -. --. -.. . . . ~ . . .. The System Sensor WFOTH Remd T• Tap Wa1en1ow De1ec,or is designed for primary signaling in residem:c.l sys1ems end fi1s wi1hin 2x4 stud wall consmmio:i. Th e model ii1s a:-:y 1ee 1ha1 has a 1" ~PT branch, includj::g: 1 ", 11/.'' end l :_:''~PT lfl.Ieaded ie;rous and brass 1ees; l", 11//', l ):" .;:-.6 2" co~;:,H swe21 ;ees; 1" CP\iC 1ees; c::-io 1 '/:" polybu:y:e:-.e ,ees. The des:p of lhe \\TDTn makes it easy 10 :::~:,}) c.:id simple :o ::-.,::::,in . l1 cc:i :ie ::-:o:.:me-d in :he H:-::cal cir horizo:::.;.: ;.:-~;;io:i. Two cc:-icL::1 ope;;i;'l£S pe;:::::; ea~y 211ach:::e:-.: :o iocal 2lc:-m ~y~1e::.. Delay rnech2nism retard assembly a:1d swit ch assemblies are iield replcceable. Plastic Peddles ~ine c::·:·e:::-.: :")ex::-)e :,:iac.::es :·:1 j ", 1 ://', 1 ·,:"a:::: :" :ffs. S:zes a:e ::-.=.::-Sed c;ea:-)y c:1 i~.f ;cdd;e for Ec~f :-:· i;;::~eHc:)c:-:. Paddie Fastened Securely ?)as;ic ;-a::::f~ ~li ;:, O\·e; cc::.:c::::g :eYer c:-:d ,:,; ~e:·.::e:y :·.:s1er.-e6 \1::::-: ::-:-,e ~Cf\\·. Handy Depth Gauge j::su:eE -;:~;:f: '.::s::c!la:iC':, .:e;:r.:: ci ce:ec:oi ,c :ff. 7::·:jc.es ;:icdd)e ·x:·.:-:. ;::c;:if; clea:c::ce ::: :ee . Sealed Retard . .::.~su:-e~ ::-:i: ::-.e re:cid ~s :;01 c:':-::c:7li~c.ied jy C·_::~ c~.:: C:;i when 1~,e , :•;fr !~ re;:10Ye6. Visual Switch Activation ?ermi,F ::-.~:;.::,;r 10 .;ccJr~;ely se; :he :eicrd fYf:: ·~::c.er f.XUfi.".fly :-:.:-:E!" co:-ic;,io::s. Shippi::g \','f:f:~1: Com;,i1it-le Tee f i11i;;~~: .~u1c:r.,::c ::.~~inkler: 2.6 f:-~. Thuicied ferrOU$ cnci :,:,!~ :fe~. co;:,;:,er $Wfcl 1ees, C?YC i ff'!. c:id ;:,o!y·:,::iylene 1ft'S One or ':"wo fcmily Dwelling: \F.!.. ;_; \fF.'1 i:D \FP.!.. l:R \"FF'.!.. ~2 Reside;;::cl Occup.::ncie$ -.:;:i io ~ S1orie~: ~cliC':icl r::e :il.::rr:, Coc:e: ecifications zes AYei!e:-:f . J ·ge.s .!,,·c::e::-2 atir.g Jempt?Tcl'..::f ? :. ·· f-: '1 .ina1io:;: c .. J ... 'r·,.,1, .. ;~d o-..::;~i :-r:.:-_·~: I System Sensor SSM/SSV Series bells are low ·current, h:gh decibel notification appliances for us.e in fiie and b;.:rglary 5y~iems or 01her signaling applic.;1ior.s. The SSM (.?ffDC) Series is motor driYen while the SS\I () 20\'.tiC)° Series u1iJize5 a ,·ibming mechanism. The DC models are pc,)ar:.zed iOi 1.:se with superYi~ion circuiiry. Underdome Striker Design 3·.:ilt wi:h ~;:,ecicl ;r.ateric!s :o ;:-ro,·ide lo:.:d ;e~o:-:,;:11 UL Approved For Indoor/Outdoor Installation \:o·:.::--.:~ :o G ~~cJJCcrd 4" :-q·Jc~t e]eci~}cc) ':-,~x :·:r ::--::o~j ·..:~e. c,; wi::ri \lode] W33 \\.fe·,;-,e~;:,,ocf 3ec:.-3cx :·c-; ~-..;i:~~•r c;-•~"l:~cc.1ion:-. I Gong Slcnin g 10;:>eri:ing Aver;;;e I UL~&~ Sound l.\:,c'el Di2. \lol1;;2e \lol:;;;e Curre;it O.::pul (cEA) SSl,1«.:.5 I 5" ·. P.2. E5 I ,24 O.C3 SSl,t,2!-8 S" VDC 2E.4 A:-:-::.-s E5 ss1.i.2.:.·,o I ·,O" V!)C E5 ssv·."c,.5 5" ~5. E2 ss v·.20-s S" ~6 ·,::2 O.C•Li E5 ssv·,20-;c, I \/AC \IJ..C A:-n~s ·o·· E2 /Th\~ iJ <8> \!Y ~ ~ ' -"'"""C'\'[:l MEA cppro1·t-d -~· POTTER ectric Signal Company ~E PRESSURE UP TO 250 PSI t ~W RATE FOR ALARM-10 GPM 3rge S) s:er-· s ::~;;·,e, ,:('~?377 s :\'.Q ~ :'f-= :c ~ :-:-_::: e :.-ro'.v. snap es.and an 2 ~;_,s:a::-e :--:-~a: c ·etard. The a ua:ed 1" ·en a "c .-. : · · J g2 'c"ls per min- )< urs dc1, s:•e2.,...., .-· "·e C'?'-ce The flow ;t ex,s; for c ~er c..::, · · --= -,cessary to o_ver- ? d :etarc ::er ::-c: ®~ VSR-S FOR SMALL PIPE VANE TYPE WATERFLOW SWITCH WITH RETARD 2081 Cra,g Rd .. I St. Lou,s. MO 631<:6 I (800) 325-3936 I (31"4) 8i8-4321 CHARACTERISTICS U.L. LISTED DIMENSIONS: 3.5" W x 5.6" L x 5.5" D 8.8 cm. W x 14.2 cm. L x 14.0 cm. D See Fig. 2 WEIGHT: 2 lbs. 15 oz. 1.33 kg. ENCLOSURE: Cast Aluminum Finished: Red Enamel CONTACT RATINGS: Two sets of S.P.D.T. (Form C) '.: 15.00 Amp. @ 125/250V. AC 0.50 Amp.@ 125V. DC 0.25 Amp. @ 250V. DC 2.50 Amp. @ 0-30V. DC Resistive ENVIRONMENTAL LIMITATIONS: 40°F/120°F 4.5°C/49°C General Purpose for Indoor Use CAUTION: This device is not intended fo r applications outdoors or in explosive environments. USAGE: Listed Plastic, Schedule 40 Iron & Copper Pipe. SIZES AVAILABLE: 1", 1¼" and 1½". NOTE: 3 paddles are furnished with each unit, one for each pipe size. SIZE SIZE "TEE" FITTING REQ. , ,, 1¼,, 1½" 1"x1"x1" 1¼"x1¼"x1" 1½"x 1½"x1" OPTIONAL: Cover Tamper Switch Order Stk. No. 5420220 ENCLOSURE: The unit is enclosed in a general purpose, indoor, use cast aluminum housing. The cover is helcfln place with two tamper resistant screws which require a spe- cial key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See Bulletin •751 for installation instructions of this switch. AET ARD ADJUSTMENT: The unit has an adjustable pneumatic retard to prevent false alarms due to water surges. The retard is adjustable from Oto approximately 7~ seconds. See Fig. 1. -._.,-----~-------------------..... -===---...... ~-..... ~~~ CAT. 1.4030 PAc;_~__! --.., -- OTTER vs ric Signal Company 2081 Cra,g Rd .. I P 0 . Box 28480 / St. Lou,s. MO 63146 I FAX: ffTMENT J ME TUR \J KNOB ~ ION) FOR DESIRED '. USE THE 'AINIMUM FflTARD t,ECESSARY 11 ALSE ALARMS. A ""B"" UALLY ;..DEOUATE OX. RETARD SETTING (IN SEC.) B C D E SERVICE USE: AUTOMATIC SPRINKLER ONE OR nNO FAMILY DWELLING CENTRAL STATION LOCAL AUXILIARY REMOTE STATION Fi<OPRIETARY 20-40 35.55 50-70 60-90 . ' NFPA-13 NFPA-13D NFPA-71 NFPA-72A NFPA-729 NFPA-72C NFPA-72D SWITCH TERMINAL CONNEC CLAMPING PLATE TERMIN CAUTION: I\ >--._ \ 'r; \ '\ AN UNINSULATED SECTION OF A SINGLE CONDUC7C R IS NOT PERMITTED TO BE I AROUND THE TERMINAL ANO SERVE AS SEPARATE CONNECTIONS. THE WIRE ML SEVERED TO SE.'lVE AS TWO SEPAl'.ATE CONNECTIONS. THEREBY PROVIDING SUPERVISION OF THE CONNEC,ION IN 1 EVENT THAT THE WIRE SECOMES DISLO FROM UNDER ,El'.MINI-L. FACTORY ADJUSTED SENSITIVITY SP RING DO NOT ADJUST. I + \ a mpe r Sw itch t k. N .:,. 5 420220 """ ----' ".,..-:::: . ,,. -~ ~o _ _,.,.-:;:;.·· ,_,... -....::.:.,..,-.. ....-:: -~ IMPORTANT ·•.,',. ~;,,--; -~~1 .. .---;~o.,. MCUNT $0 ARROW ON BUSHING POINTS IN DIRECT ION CF WATER FLOW. ll?PED ,'/ITH A, .. PADDLE I r IS TO ::E USED ON A ,v •• or EMOVE H-:: 1" PADDLE AND ; ORRECT SIZE. TIGHTEN BOTH ) ING PA::lDLE. FAILURE TO WS COJLD RESULT IN LOSS IN PIPE. H-!: PROPER PADDLE 3E USED FOR 1", rn•. OR "'---.._ 1" NPT THREADED .....____F IT T:NG ON ALL SIZES. THE DEPTH OF THE INSIDE BOTTOM OF THE ""TEE" SHOULD HAVE 7HE FOLLOWING DIMENSIONS: ""TEE"' FITTING SIZE 1·x 1·x1· 11/•" X 11/•" X 1" 1½"xl½"x1· DEPTH F APPROX., APPROX., APPROX., owG. 5,00735-30A DWG. 5400735-32 NSTRUCTIONS: These devices may be orizDntal or vertical pipe. On horizontal pipe rs1alleo on the top side of the pipe where cl.,sible. The units should not be installed : of a fitting which changes the direction of PT tnreaded bushing for installation in ~ metal ''TEE" fitting. Please note the TEE in F:g. 1. is sh ipped with a 1" paddle installed. If it is to be used on a 1 ¼" or 1 ½" pipe, remove !ht die and install the correct paddle. CAUTION: Tighten both the screws that hold the Failure to tighten these screws could result in lo paddle in the pipe. Screw the device into the "TEE " fitting to an app, depth of 9/1 6". Care must be taken to properly o device for the direction of the waterflow (See Fig The vane must not rub the inside of the "TEE" o any way. The stem should move freely when ope hand. TESTING ency of testing for the model VSR-S and it, auoclaled protective monitoring ,yttem ahould be In accordance with 1 PA Stt.ndarda and/or the authority having Jurladlctlon, but under no clrcumatancu IHI than bl-monthly. ._. L @POT Potter Electric Signa Ordering lnfor ·':lat i on _QJ;_$C.R I PT:C0_ Back Box . '.'/sc.··--=·=·::: 6" 6VDC P0'2.r .-:2c ..: - 6" 12VDC Fc:2 =-=c ..: 6" 24VOC Pc.2· :c0 . ..:. 6" 2 4 VA C . ..: T-= ·-:-~ E. : 6" 120 VAC . ~ -·-=~:-:-,:-, 8" 12VDC. Polc. ··zsd. - 8" 24VOC, Poic.·::ed. - 8" 120VAC. 4 T ~r:-:-:r2 1 O" 12VDC Polu ized. 10" 24VOC Po!c:.r 1zed. 10'' 24VAC, 4 T =rminc. 1_0" 120VAC . 4 -er:-r.,r- Power Ctm ent Source 24V AC C• 32A 120VAC 0 J65A 6VDC (,.4A 12VDC C 18A 21-28VDC C 11 A SEE NOTE O r\ REV OTTER tr ic Signal Company lnfor ·nation ::i /"' ! 2 r .-: e c . ..: Te --~, -.:: s o; 2 : e C . ..: : :; .. ~--2 s PC' 2 · .:: c C . ..: 1 e ~ .~-"::; S T~ '"7"' re's 4 -·~r:7'1r.2 's Bells 2081 Cra,g Ad. / St Louis. MO 631t6 I (800) 325-3936 I (31') 8i 8-4321 PB Series -Vibratory Be lls These bells are designed to provide the loud resonant tones that are desirable in fire al2rm and life safety systems. They may also be used in burglar or general signaling systems. These units are U.L. & ULC listed and FM approved. They are also approved by The California State Fire Marshal. They will mount on a standard 4 inch square electrical box. A weatherproof back box is available for mountir:,g when the unit is to be used outside. .STOCK NO. 1700606 ---·--------. --. -··--1701206 1702406 .. --_ _ ____ ·-__ --_ _ _ _ _ 1802406 1812006 --· ---· ---... ----------1701208 . PO I c. "Z S d . ~ Te r :T. r 2 '. S , 0 l c. -:::: ed. ..., I Err,--, :-2 : S --------------------1702403 ---------------------1812008 1701210 170~410 1802410 4 -er :77, r 2. 's 1812010 ·-----· ... dB R . atinqs 6" Go ng Size 8" Gong Size 10" Gong Size - i-J C:ment Minimum Typical Minimum. Typical Minimum Typical ,., C· 32A 81 95 84 98 84 102 LJ O J65A 81 95 84 98 84 102 C•.4A &4 97 87 102 87 104 ~ C 18A 84 97 87 102 87 104 C 11 A 84 97 87 102 87 104 r)~ REVERSE SIDE - CAT. fl F010 PAGE 1 OTTER Bells : .ctric Signal Company 2081 Cra,g Rd .. / Po. Box 28480 / SI. Lou,s. MO 63146 / FAX: 314 878 i ~imum dB is calculated from integrated sound pressure measurements at Underwrit, ~ . s per U.L. standard No. 464. measu:ement is made with conventional sound level meters in an anechoic chamber a e typical-output level in an actual installation. BELL INSTALLATION INSTRUCTIONS ied with mounted Gong. Furnished with this unit are two slotted 8132 ; for attaching unit to a 4" square outlet box, or other accessories on this D 8-32 X 1:2" screws to plug unused mounting holes in basic uni1. r nals on p2rallel bells are designed to accept 14 ga. wire. '' ,unt~d Gong nust be removed from mechanism to allow mounting of anism. its to be only installed in accordance with the NATIONAL ELECTRI- ~ .,ODE and Local Electrical Codes. with Weatherproof Back Box ___ ..., __ __, : ---~--- ' I I . I Weatherproof Backbox 0 with St~rndard Electrical Outlet Box L-J;._;_;___. _.___.._JM-----:-"--L t-n c FOR TERMINAL OR 4 WIRE ES 'FOR PARALLEL CONNECTION FIRE Al.ARM APPUCATIONS TO NEXT DEVICE GENEAAL SIGNAL APPUCATIONS NOT TO BE USED .Z5 - r~, I ' I ' I \ I \ I r '-. _,,,__ __ l O' JCI..L I ' \ I \ I I \ I I I I ,....,_ \I I I , -¥--8' JCLL I \ I \ I --6' KLL I I I .l ,+- 1 I I I I 11 I I I I I I 11 1I I I N · 11 ,,.,,, RMINALS (OR LEADS) FOR CON-FOR FlRE Al.ARM REAK WlnE RUN TO PROVIDE APPLICATIONS -,SUPERv.1s_,o_N ______ _:. _______________ ~~~~ CAT. 41F010 PAGE Z - ~.:.---· kt9f¥k WSi?iihS PRODUC1 \iictaulic _:,_-_:·.~: }'.}er Cati:-.~--~:: s·.orage o: a ,·.: k]ers. Ma::-:.~::- ci s-::.are ::;-:-::-.:: ~ . r : ... ;):e:-mses ~-"~ TECHN \' - UCT DESCRIPTION · .-iltf-;~-~ ij -~ _--,e-,::;;,-. --...... -~ -:-~-::-~---~---:::-::; --. ~-·- / { :c:-:-.c::: S:::-::--.· -E ::: :':::e :o! : a s·_;:: ~:-: y o: s;:-::: .. .:·-·--:.: c::··:-·:'"'·:,, :-:: .. ::::s ::--. :::c :::::c::-: :: :a:-:·.cf ~: :;:-::-.. · ... ·.:.·c :.-..: ·.=.····-;-:: .: . .:. ;:::-:-:::::-. s:\·s· .. -s=-:-, :: ::-> ·:::~ e: ::::: cs ;:-s::~.: N ICAL SPECIFICATIONS Models: J :.2 ~:::~_;.::e:s J f s;:::~_,-:;f:S ::, ~ s:,:::~.:.::e:s :, t :c: ;~ s;::::::kie~s Material: :-:ee-.->' ;e·;;c S'.ffj, :f:: e~ ... :::el I • .•_; AUTOMATIC SPRINKLERS 40 8 :1-'C-: FIRE PROTECTION PRODUCTS •-. _ t This is a requirement of NFPA and most Autbori· ties Hav'.i.""JQ J-l.:risdiction. Refer to ::-:e applicable NFPA s-..a:icard governir,g your spec:c i::s·.aJJa:io:i for fur.:,er c e·.ails . S:x or :v;e:Ye sprir.kler capac,:y Cc.::,j:-)e:S a:e a,·a:l- a;,le. T:-..:s c.:so pr cvices for sto:afe o: ·.::e app:oprja:e w:e;:ch v,·:-.ich is :e~-..:::eci for the ::-.s:a!:a:io:i .s::,d :e::7lcH.l :: s:,:-r:,.:\Je:s. 'j"je :::a: ::·.:::,.:ier of s,:;.s:e sp:i::~e:s :o ;:,e s:o:ec c:-i :r.e ;::e::-.:ses of a;; a·.;:c- ~c:jc s;-=::--.i.:er ~ys· .. e::-:i Cc.b::-.:c:s c.:e C\'c,:;c.:>Je ::: s:..x c,: :welve s_;:,:::.kier ca_;:,r;c;·.ies w::., c:.".:'le::s:c::s a::d s:;el! \·a:;a:;c::s as s:iow;: o:; ;:,s9e 2. T:,e Cab:· ne:s a:e c! v.:eicied co:,s::-uc:;o:, :c.b:ica:ec 1:o:-:i Jew ca:::,o:, s:eel s:ieet. T."1e ::,ex r;:,c s:-,eives a:e iabric,:e:: :-o::'l O c30· .:-,ici< r:iEten~ a."lci :.~e ccver is ia::,:-i· cs:eci !:c::'l O c~2· :tick ::-ia·.e::al .: ·sp,.in-kler Cabinets When the sprinkle! sys:em includes. mo:e than one type of tempe:.stu:e ratin g sprinkler, the s:ock of spare sprinklers m-.:st ir,ch.ide a p:opor.io:1al sc.r::p:.'.:-,g of e.sch rype and te:;:per.s:·.::1e r.st'.ng: however, a :-:::r:i- .:1um of 3 each :s :ecc:-;;- r:'lended. Sprinklers I in Building I 3J::: ,o ·,ooo I I C\·er •. 0'.)'.l I Min. Number of S;:,are Sprinklers ·.:. ""j.'"",1~..;rr, o~ :··~! !:.' "• :·~ :· ic.::-- :_:::if c-: iE-::•t ·c.:.·f ·e,: ... ; E'E ·t :_ ·e: ':,r ·es.~e'"".',C! ',·f ::· .... t· ~ .. ~-f-~ .,. :"'-t•C'"",::~••1:•;~-• ::E ... ;~ '-·:-:: E .. ,:-~s. -. . .. , :-,e cc\·er :s ::;c·;~. :e: :c ::.e .o:x. Ct :.~e to;:,. \'\'~...:~ ":'NC C, c~s· ::::ck s:eel ::,·.::t :y·,:ie ::::ifes. ,.; coa: co! :ec e:-:a:-:iel ;:,a::-,: :s a;:-;:;;ed ::,side and o-..:t. a.,c a la:oeJ ::--,::i· eating :.-ist i.r,e ca::;:.,et is :or s:;:;a:e s;:,:::-.J,Je:s :~ ::>c:-,cie::: ,o :.ie cover. .... __ ;_; . .:. ~-. ,;;.~ ~ ~ 1 ~, -~_:S.:; ~-i . : !;:~-;. ~.: . ~ -... ~~ '-=k~ ~--~~ ~~~ · .. :/'!----: --~~ ~~" -~ x:--... , ~~~--~~ .,.;. _:;,,,;;; ~~;;; •' .. .C, ~ . ...... _-:..;.~~- ,, -~~ .;.:: ~~o:t:c ~ <;. ,._,.. .. ~-----:. -i'. 'i ~ .L· ~ ,.~ ¥~ ~ ; -'l ..c. Ser ies D,VB Series Dry \Vall Bead Access Doors are designed for flush inru.llation in dry v.·all surfaces. Door f earures a concealed hinge that pre"ents distortion and closes door squarely. Door and Frame are fabricated f~om 16 gage, galn.nnealed st eel "::ith a prime coat finis h. Fram e has l/4" mounting holes, allowing studs to be directly ancho:ed 10 ensure a secure mounting. A dry,\·all bead on the frame ::!lows the access door 10 be installed aft er dr)''-·all is up. The c;')·wall joint compound m2y be applied oYer the bead · simu]:::neously wit h th e joints and corners. Co nctaled PiYoting Rod Hinge pre\'ents dis10:1ion :::-Jd clNes door squ,rely. Doors 14" or lar£er ::re pro,·ided ,\-iih a co:"::inuou s piano ~inge . Latch :s screwdriHr operate d. We c,n prnY ide cylinder ad a))e;i ~;y latch. Fin i!h is a prime crzt sui tabl e for paintin g . .!.)so 2\"ail able :n siai:-::: ss st eel. l Lath Access Doors z~~ ~=::pt d ::,:c::;.y :o ::-.:!: :~.! :-.:tcs c-f ;:-l::s:~~ ,c·:-:s,ruction. Door -.. . c· . . . . l • . . . ,. . . -.;·; :! :-r.::.;J .:::.-, ::i :;_ :cui ~:c:~ :ti t.:e)'iJig ::::~ if 2nd Fr.,:,:e :.~! ::.·:~:c:::d f:c,;-;; : 5 fZ f ~, gzh:::-.::ez)d j ··:::,:: ;:-::-:-.'! ::::~ :·::--::!\. "l f d Ph C•i ;,. g :R c-d Hi ;:g e ;~e , e ~.:s c is: o~,ic-:, :::-.d ts =~c·j s~:.::::=:~,. : < <c·e·.:, ~---. •· ·-•···•"" \\"_. •s-, -·"\"J·c•• ·, 11'· ~.T ·-o• •• . . ..... .. ~-\._ ..... ~......... I,.'--·· •. \.· ,_ '-... ·•'--~ (:,J -. e :' ; :; i C :1 . ish :s 2 pr;:-:·.e c:-:.1 s·~::::t-:e :er ;::::-,:::-:g. Also :,yz:::::-)~ i:, ss s:ecl. i 1., :, . . · . , . ...... . ... -~ ... . . ... tf . . .. . . ~ . ·•.i P\V Series Plaster \\'all Access Doors 2re ciesif:-.ed s;,ecific::lly 10 meet the needs of plaster cc:-isi;-.;c::cn . Door and Frame are fabricated from J 6 fZfe . gah·ar,:;ealed me! wi;h a prim e coat finish. Frame h::1s J/4·• mo:,m:ing holes to fac ili12:e i:1s:2i)21ic-n. Concea led PiYoting Rod Hinge pre\'ents c:~;c,;io:, a:-id closes door squarely. ~" . ~"~~~~ ... ij ,"-~,.s-~'~-~ ... """-~.,.,,_ . ~~~-;"":.::,;:.~~~ . ~----•~:;:'.:!::..:,.•=--=..-:S?,:; ,·~-~~~,t~:--·:.~~~ '.l Latch is screwdri\'er oper:ited . \Ve can pro,·ide C) linder ::,,d allen key lat ch . ~"'--~I~~~f~{~J -'-_· .. ·~• ... ~~ -Li Finis h :s a prime cc21 s:.iii:::.-le for paintir.f. _.;!so ::,·::ib:-)e :: 5 -~ . ELMDOR~ ----:...---·MFG.CO. l r i t a l I l I J. I ' i ~ i inkier Syst*o:cessories .. A , 11 _.-:s i!\·;-.i:;-.:;,Je i:-i io:c-i9:-i u;iges u;,o:-i :ec -·est. Vhen Sell Rings •• ," i 1~" ,enien:ty .-i:,~r.: ... ,~ Or')·~·.;..:!': :, .!;.,/m. ::~,;.-,: 'f'C eii C .·.·-.'.:e •~.;..:-:-.e! :;:, l:~•~I. Sprinkler V;:.iv e Control .i . ..11ion ~i~:-i . .:; .. x ;;, .. _ ,t ,~ ,, ... ,~ ;.:f?. c: !_:>:i~ ... ·~, ect,o~ .-.•:,:.i s :~.-.::~:.f: ':/ : ... f g~.r.l~:; ·.;.i. e ;..-.-. ;.·:-·.•::t5 '~r :;:.:i:-.:,~ ;:.~:: :,.·.:fC -;.-:f• 1;:.c~,~= r: :-e ::-:·:::1-;; ;,·-, " C .. } : : t . ;.: ':' : ::,: ;. ~: ~: f -, e) with a nyc·;.::,c;.!ly cesig:-,ec .;_.•:,:.::. All n~eH;.·v 1-.:0::7;;.;iori 5:-io:.:,; oe lc-:ure-d o:-.:: :-.e 5i9.1. ;1ue ;.-; wni:e t:.i:~t: t-.;.:-:-,e>I o:-, s:eei. cJ) Syne~ Component lcen:I• fiC.ltiOn !,;-1 o" X 2'°. ~1;.::;:.: ~ wi1n the !:, : :::-19 :'7:~!1r;,es .. .: .. • Line. Jn~~~::-::·! -fs: .. .:...'.;:.:"':"' -f:: t\/4;,dn D~r,:-.. .:. ;..:"'7i ~: ... ,e. h~;:.-1 Co:-i:rol. ·"'·' .;:·:· ::,r;..,·\ ;.-.; ~-:-- Frreze ~y1:!-=~c ;.~.c ,-.·:-,.:!' :;:• t~ e:-,;1mel c-: : t-c , e>J Spri:-~'Er Fire A lu:-:-i i ;·. 9 .. Xi ... ";·;: .... ~-:.-.. ~:~:: :f drpii:-:~f-: :: t:-:-: ~ --:~· :· :-~: be e>:-,:e:f: • :-~ ::r:f :·:. ::: :_. ig;1l : E = .:. · : :. -: ~ : i-• t:: : ... :' -: O:"l S'.ttl. !iTAR. !iPRINXLER '., CORPORATION .. . ., if .~. -~-· Sight Or.iln Sight drain is inst?.11t-d i:-i ins;,ec.or test and drain conne-ctions 10 ;;llow observ;ition of w ;;1er discharge hem a sprinkler system. W;;:er cm be seen ,hrough two clear ;1cry1ic ;,:;;.:c-s mounted on e1iher side o1 :ne-:m:i. ~ight drain (.1:-i ::>e l.'5ed w i:h 1•Jet or C.lry pipe systems 0:i::i ,s av;;il;;.:;:e ,:, l "', l \~ ... l !~ .. ;;:-io 2" Sl2C'5. UL l:1:e~. FM ap;,roveel. f t : fi. ~ '··· s-~·· ·,:;-.· Air ;;nd \\';:.ter G;,u c;e C•e~19r.e= ~~r .:!-t c-i ~=·~ :·:::-:: :, sy~:e:.:s :c~ cc:-,\•~~-•e.-.: :;:e!!-·~ rer.Ci:-iqs. Scr :t:::: :c :!,, ;.-: :;-~ !is: EC . .= .,\,. ;.; ;.: c·. t:::; t I ------_____, ·o '. STAR ' • --------. --------- Sprinkler System Gauges Air Gauge: The Air P·essure Gauge is spe- cially designed for use on dry pipe systems where both air and water pressures must be monitored. A retarded type gauge, it is installed on the system side of a dry pipe valve to accurately monitor air pressure with the ability to accept water ;:,·esswre to 250 psig upon system activation. Other typical installat,or,s are on air supplies. exhaust ers. and accelerators . Sprinkler System Accessories Water Gauge: The water pressure gauge is used on applications "'.here water ;ires- sure must be monitored. Typical applications are on both sides cf alarm valves. supply side of dry pipe, pre-action. and deluge val- ves. at city water connections. and on fire pumps. !iTAR !iPRINKLER CORPORATION Department ,nnections and Plates e 1epartment Sia mese , ,ectlon >esigned for fire: department use . ase pressur? and volume ro 1:;c ~11:ii..:t-.· \,~tcm or \t.1nr.- stem. Made of brciss swivel nections. ;mo . ,arlable onty w ,th p i f,re hose : ·;reads. E,:1.sy-oH s1 : brass plug! with chains must :,~red separately. ,A.vailaOle 1n 1ghti'iN<1y. 90° .,ng1e or nush rype. 11 d. FM appr-,ved. Contro l V a lve Assembly Control V.;'ve Assembly is a ve ·em p~e-assembled device .:l,iQ ulti-story :)uild1ngs where '1 ow farms 2.·e provided for 1L,:>or. It n ai~o be used where e than one 1ar·, 1s provided in a •l~prinkler sy •. ·•m. The device 1[ ~s both :est ?.. drain features quipped w,:n a ight glass for , operation. Alie NS fo ubsranrial ;c·on in install.;:ion cos Valve · ly is installec between . ' , .. l,.~-~iO~ . ~ Automatic Drain Connection (Ball Drip) An automatic drain valve usually installed at :he lowest point 1n the fire department connection piping of a sprinkler sysrem. 7h e device allows auromar1c drcl1n1ng of fire departmer.r connrct1nn ,.>1pe Pxp()~PrJ tn !rPr11n<1 :t'IIIJ'<'t.l(IJIC'\ 1\\,lll,t~l1• Ill 1 :" Llf 14 \1/C'\ l JI II\, c ·d. I :,1 . lt.:'j)I L)Vl'cJ ~-' I I ~ fl -.. I ~.. ;_' -------------J I sp:1nkler /s,;;:-cc -::,:-e ·,ser c· ~ ,; .. -, supply pipe,...,~ :he spr,,-,er !', ,:e-:i . enabling 1r.C1\·:::;..;;;1 ;;la• . anc :es: and drain !L.r.c:.:;-s · ::ie :es:e: Units des1gre: 'er se ,,, ,,~ CS & Y valves or slc.-.•-c' ,e :,.;:,er'.1y -.;-\es. Available in 2" :;: ' 1· and 3" ;; ;,e sizes. UL lis: :::: '.X/aterfl "' 1:-.C1Ca,or and valve tamper itch ?va1l;>::Jle for 1ns:all?.t1on with or con:rol valve. both sold seP. ately . I Fire Depa rtment Connection Plat es (31 Pl?.tes s1gr.1fy the fi: e Cepa~:::ient connection :o w.'i,ch they are relc'lteci. Made of red enameled alurn1~um, they are ava1l?.t1le 1n c ,rcular or rec:angular pla:es. The lour st?.nCard markings are· auto sprinkler. wall hydrant standpipe and auto-sprinkler- s:anCpipe. ti /27/1 ':':8 11: 21 Product Data 3M 3M Brand Fire Barrier CP 25WB+ Caulk ALL VCIC: OR CAVrT'I" 11.A~Rl"I.S C:.ASSIF1£O SY UNOERl'Y'W:'"tP.S ~-;o;:;;es INC J) FOR \..SC: IN "IH'-Oi.lCH•PE'\ETP.,l,.110t-fl~es-OP SYST"..MS ~- SE~ CURF.E"'1" UL FtFiE l'<E$1~A.'IIC€ Dll';fC~ 1. Product Description 3M Bra.rd Fire Barrier C? ~sv;s ... Caulk is a synthetic e:astcmel'\C p:-embm latex des91ed for vse as a one-pa1 fire, smol<e, noxiol.'s ~as and water saaJant. In additcn, tr.e unique ir.tumascsnt ;,~pa:-:, =! :'",is r.ia:"::e,; (expands when hea:ed) means that as cable or pipe insuletic,n is consumed ':Jy fire, CP 25\VS ... Caulk exparcs 10 maif1 tain the pane tc tio:, seal. CP 2SW6+ Caulk 16~.Hes super.or adhesion we~. calK ra:e anc no-sag application wi1h expar1de<:: UL Classified fi"8 protec.ion syste~ i:;lus a halogen·fr9S forrni.;la. 3M Fire Barrier CP 25\\/Si-Caulk can be installed with a s:andard caulking gun, pneumeti::: pumping equipman1 or it can be easity app1:ad wrJ'l a p..my knife O< trowel. C? 25WB+ Caulk will bond to concrete, m~. wood. ;:,lastic c¥'1d cable jacketing. No mixing :s required. CP 25WB+ Caulk Features • Water Basa: Easy clean i.lP, no spGCi_aJ handlin;, routine dis;,csal. • lntumescent: Expands wr,e,,, :"leated lo seal around items consumed by fire. • Endothermic: Absorti.s heat e:1ergy, release., c:hemicafy bound water. • Thixotropic: Wift not sag OI' M In ovem.ad or virtical applica w.s. • Halogen-free. • Fast dry: Tack-tree in apprcxi-na!.ely 1 0-1 5 minutes. • Paintable. (Best results ctt.ained at.er 72 hoUf cure.) • t.tnimal shmkage. • Brown cokx. 2. Applications • Wa.1.e< seal: Seals aoainst inad\lertant water spills in the un4ixpanded state. • High caurk rate: ,ooo gJmin. with 1i4 in. nozzle. • Point c:,nta.:1 allowed. • Cororx101..'S Operating Tempera:ure rot to exceed 12o~F (48°C). Use to seal construction openrigs, blark openinos and penetrating ttems aoainst the passage of flame, noxioJs gas, smoke and watar. Restores fre raled construction to original i~iity. AJso for use with 3M Brand Fr• sa.-r:-er Penetrating Sealing Systems 7902 and 7904. FS· 195 Wrap'St,ip an:1 CS-19 5 Composi1a Sheet 3. Physical Properties A. ProdlJC1 Unit CP 25WS+ i 0.5 fl oz. cartno~ C&uk 1 ~aJlon can (1 28 ft. oz ) 5-gallon pail (640 ~ oz.) Volume 19 CJ. in. 217 OJ. in. 11 SO OJ. in. B. Volume Fit! Gulde for Core Drilled Holes Unit&'Ctn. ,2 4 1 I Appli~ion guide for Nlllng holes with CP 25WB+ Caulk Vclu:m u! \¥1..(:tn. Lbs. (K;) 12 (S,44) t.c (20.8) 58 (26,3) C;.vl'< rib,)'~ ~-.r.,~ V2 t-. :;~;;:-, (1:)1 r:t :..,.,11,; 1 Ill (35,4 /",I") 2 "'· (~.! 11\r) 2 io. (7!12 .'ir.~ ~ ::-. (1~.E rrr..) 5 l't. (127,C ,'l'\T) 6 h. (152., :T",T) a "' ,2~.2 rtr.l 1C I\ (~.0~T , ? h. r:,:.:,8 r..;,-,) ~ 1 .32 11. (3.3 5 m11) :: 38 n (60.~ rnT,} 3.s.? .n. (88 9 :n11) ,.::Q o'I. ( ', \A.3 rnrn) S.!16 n (\◄1.2 mm) o.w ,1. r,sa., nr:,l S.f.3 fl (219.2 n.,:i 1 ~.75 n (27:.c m:r.) 12.75 i'I. (323,& nn) 2111. ,50.6 mm) 31:i (7E,2 ITJT1) , 111. ;1~1.6rrm) 5 lo'\, (127,0 r:rni 61~. ;1~z., rnmi ! in. ,203.2 mm) 10in. [~.Om11) 12 n. ~.! nvn) 1 i in. {355.6 rrrn) -H9 -~ , .J1 .:? I j7 ,)! 1.!7 .,~ 2 (XJ .1, 7.e7 :, ,:.02 .!J 11.16 .½ 13,()5 ;'9 1. ~ au:< r&.: ,irtmen:, rrsy -..,ry { c.nur.a ~ :>Jt't"-en: IN.II slll:?d ir, :tot &;~f:a:,on OU~-2. W':'e, ~ r:-.z.,;i:num uinull.r s~ IS 1·1"4 n. (31,! rr.-n) or !e,a, a ,/2 l"L (1,,7 mm) rri~:r.wn ~ j Cl' 2SWS. Cl:/1(" ,v~1rtd. 3. w.·•it·• tr~:im ww21 spau ~ ~"Qt<lhl.!\ 1 in. (25.◄ mm) 01ei: pi;ie o.o. 1$ orw1e: L".i.n 1, ii. (~.! rrn:). a 1 n. (25.◄ mm) mon-un ~ c:tl CP 2sws. caur.: JS requl,:l. t tll'i'W'TllrQ rni:malt, Mtl &S fl!)e"9.W. ml/l5r.l woo:1 01 tad<.el roo. ~ be IISf>d t:> su,p:ir. rec•~ c.~~ 4. Specifications Produc1 The firestoppi:"I~ cauk shall be a one-part, inturnescent, la1ex elastomer. The cauk shall be capable of expanding a mt"limum of 3 times. The material shal ~ thixotropic and be applicable lo overhead, vertical and tlorizorrtaJ firesto;:,s. the cai.ik shall be l'sted by independent lest agencies sud1 as UL Of FM and be 1"18d to, and pass the c.iteria ~. AS™ E 814 Fire TBSt, lested under powve pressure. n shall comply with the requirements of the NEC iNFPA-70), OOC.A.J, ICBO, SSBCCI and NFPA Code #101 . Typlcalty Speeified Dlvlalona Division 7 Thermal and Moisture Pro18Ction Firestopping 07270 Division 13 Sp&cial Construction Fire Suppression and Supervisory Systems 13900 Drvisioo 15 IA9Chanical 15250 Mechanical Insulation Fire Protection 15300 Division 16 Electrical 16050 Basic Electrical Materials ard Methods -;-9/27/l.': n: l .. --. 5. Performance· · --·----•·•--------------.__ . -- A. ~ Physical Propertiel Unit value Ted( Free Tme Mn.t.as a1 72°F (22-C) 10-15 (ASTM C87~7) ~ a! 662°F (350°C) X 2.8-3.0 Cclor Brown Oensay Lb.igal. (~1) 12.0 (1,44) Actwsion .tJ COllS1.r\JC1ion Sl.bst~ Very Good Awication Metlods Caulk gun,, b'OW91, spatula pte$$\liz.ed pun,:is Ol.rometer (hardnes5) Shore A i4 AS™ E 64 Flame Spiead 5 $mokQ DeV0lopme.1t C Solids P..-cent (~.) by weio,"'d 79 voe P~nt {~oi by W&IQI"~ 0 Odor Pleasant, nal-irri\ating Flow J:Qt• G. 'lf"l'<S1min. 10:xl 1/4 11'1. (6,35 rim; nozzle at 50 psi Boeing Flow (SaQ Cha.rac!9rist:.cs) B. _Firastopping Properties Meets tne criteria of ASTM E s14 Fi,e Test. tested under positive pressure. Cons:ilt rurrent UL Fi:-e Res:staree Direc,ory tor sys1ems listad U'ld&r 3M Product CP 25WB+ Caulk. C. F(te$tOpplng Code Re,qui~ts ICSO sssca UnHorm Standard SuldirlQ Code Bvildi'lg ~ (1991 edition) p 991 editlo/'I) 302(d) App!icatiorl 103.2.4 St'\JCt.Jral for Permit a'ld F"1e R8Sis~ lnlt!grcy 1704 Ver1ical Fire ~.1.6 Flre Spread at Ex'.ericx ~ (Cur.a.:n Walls (Cu1.a.in YhJ) Wt.lls) i706 Shatt 1001.3 Pvnwalions &-.c::losu-e ci Fi r-e Resistant Assemblies 1 701 Cor.s'l\iction 1001.3.6 Mecr.od E: Joints iruough-P~ F rotection S ys:err.s 4304{e) Wa.Jl, and Parl!tions 4304(1) ~br~ ~ F\oo,,<:eilings, ~ Cty a New Ycril, l.'Y licpa-1 NEA ;5(-83-M Vol. UL Cly of Los ~el&S. CA Resear.11 Rt Po" RR 2~63. 0 BOCA NF'PA ~~~~I Life Sefaty B~lngCO<St Code #101 (1~ "1iti011) (1 991 edition) 901.2 Per.et.'ilto.,& 16-2.3.6 Ptnet"ebMS a'"ld Misc. Op&nings a-id Fire Barriers I 902. 1 St '\..C1\nJ 1 Buil;jng Assemblies (Curtain Wall) '913.4.1 Through- Penetrafon S)"ltm (Floocte.~. Roe,{/ Ceilng Assemt:ie5) 915.6 Verb! Shim I ! ·--. -·-· ··----::---:-- NEC National Electr1c Code 300-21. Fre Slopping - . ~-_;:.:====== CABO I Colnc.lof I Americ::an i Building Off~ ! Report Numbec' NER 2"3 I -- i I j I . / FS 1900 SERIES SEALANT INTUMESCENT, ELASTOMERIC FIRESTOP ~ F'S 1900 9critt Sellant -Oynamk Mo'1etnent Appm-td 'le "' ?tndrna > i 1nmeS0fe• FS 1900 is a hlgh-perform11n<;e. eius- rom erk anJ intum~scenl sealunt. It i~ u high- ~olid~. v.uti:r-bu~~d ,·omp--.)1.lllu engine-er~tl lo pn.1- excepti nnal odhc,-ive ond ela~tomcrlc oropcrties for , cmnnding fire,;top r~uircmcnts of pi pe , coble. ?rinkler penetration~ und con~truction joint~ in environ- ~ s ~ubjccted to frequent exp:imion nnd controctinn. 1900 iK hi~h!)' intumcscent. 1l expo.no~ up to tim~ (700%1 its origin.ii volume to till the void creo.t• ~ the melting nnd burning of PVC . CPVC, cc-PVC. ,~ nte.d pipe . nnd plnstk-coated cable~. FS 1900 doe~ 1101 t'nntoin st,h·~nt5. A!t o re~ulr. ir ii not 'f, 1111d cannot domnee plo~tlc pipe~ or cable juc:ket~. I i-. •_u :1·1 ;r1 :t•t•~·-, I u ··. . f ' • • ~ • • > ✓olume Exr,an~ion ·n llat!on Temp. ' • Temp. "-STM C719 :t e Spread lSTM E84) ;moli:c: Developed l~STM E84) Red• Fuinl Late~ Water-based 10.0 lb~gnf 11.2 kg/L) 10-11 700<ir (40° to 90° F)/(4°to 32° Cl <40° to 90° F)/(4°to 32° C) PQssed 0 FEATURES · . ' . • UL Appro,·ed • Factory Mutual certifled • Warnock Hersey listed • Up to 3 hour flre•ratlng • UL 1 and 2 hour nre-rat.ed systems for CPVC • Tested to UL 1479 (ASTM E814), UL 2079, ASTM C719 • Used in bui and HVAC ducts, throu&fl•penetntJons ~ith mixed penetrant5, rmtaUfc or non•metalUc pipes, and con,tructlon jolnts • Wood Joist and chase wall Ooor-cell• Ina aSlemblles • Excellent adhesion • Water--based, hl2h•sollds • No solvents • No sJUcones, no outgasslng • Caulkable or trowelable • Two-stage lntumeteent system • Hi1hly lntwnescent-700% • Ela1tomeric • Sandable/palntable • Easily rtpat~ or rtpenetrated I ' J. i I I .... JUR!eDICTION, CON&Tl'IIIJCTION TYflE1 oc::c;:upANCY CilllOUP, ALL~ et.JILPINC. HEIGMT, ACTUAL l!UILDINC. 1-EICil-tr, CAL~IA CL.MATE ZONE, CALIFO!laNIA 8EleMIC za.E, Afl'IDL..!CA!SLE CODE&, AeeEeeoR'& PAR:EL NO., PLAN o-Ea<. NO., L.EeilA!. DE~PTION, l'iCEOIDENTIAL ~ rnrrAREE-5TORT TRIPLEX RESIDENTIAL CONDOMINIUMS, FOR A TOTAL OF (111) DWELLING UNITS. CONSTRUCTION OF A ONE-STORY POOL 6UILDING. CITY OF CARLSBAD TYPE V-ONE I-IOUR <RESIDENTIAL> TYPE V <POOL BUILDING) R-1 AND U-1 (RESIDENTIAL>. B <POOL BUILDING). 51Z>'-IZ>" MAX. 34'-IZ>" <MAX.) 1 4 21Z>IZ>I CALIFORNIA 6UILDING CODE (CBC) 21Z>IZ>I CALIFORNIA MECI-IANICAL CODE (CMC) 21Z>IZ>I CALIFORNIA PLUMBING CODE (CPC) 21Z>IZ>I CALIFORNIA ELECTRICAL CODE 21Z>IZ>I CALIFORNIA ENE~Y CODE l68-IZ>41-IZ>8 PARCEL 'A' OF PARCEL MAP 16233, FILED IN Tl-IE OFFICE OF Tl-IE COUNTY RECORDER ON SEPTEMBER 21, 1':1':IIZ>, IN Tl-IE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, ST ATE OF CALIFORNIA. YES. WI-IEN SERVING MORE TI-IAN IIZ>IZ> SPRINKLER I-IEADS, AUTOMATIC SPRINKLER SYSTEMS SI-IALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETORY OR REMOTE STATION SERVICE, OR SI-IALL BE PROVIDED WITH A LOCAL ALARM WHICI-I WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. AREA ANALYSIS SIXPLEX AREA I ,._,-LAN 1ST FLR. TOTAL GARAGE NO.OF TOTAL DECK 2ND FLR. PLAN AREA UNITS AREA AREA AREA 3RD FLR. 61Z> S.F. PLANI ':134 S.F. 1363 S.F. 481 S.F. 2 3688 S.F. 81 S.F. 36':1 S.F. 512 S.F. PLAN2 1411 S.F. 58':I S.F. 2 41Z>IZ>IZ> 5.F. 61Z> S.F. 838 S.F. 51':I S.F. PLANS 1535 S.F. 438 S.F. 2 3':146 S.F. 61Z> S.F. ':156 S.F. TOTAL 431Z>':1 S.F. 431Z>':1 S.F. 151Z>8 S.F. 6 11,£,34 S.F. 4tZ>2 S.F. TRIPLEX AREA 1ST FLR. TOTAL GARAGE NO.OF TOTAL DECK PLAN 2ND FLR. PLAN AREA UNITS AREA AREA AREA 3RD FLR. 6~ S.F. R..AN1 ':134 5.F. 1363 S.F. 481 S.F. r 1844 S.F. 81 S.F. --- 36':l 5.F. 512 5.F. PLAN2 838 S.F. 1411 S.F. 58':I S.F. r 21Z>IZ>IZ> S.F. 61Z> S.F. 51':I 5.F. PLANS ':156 5.F. 1535 S.F. 438 S.F. r l':113 S.F. 61Z> S.F. TOTAL 431Z>':I 5 .F. 431Z>':1 S.F. 15tZ>8 5.F. 3 5811 S.F. 21Z>I 5.F. -