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Home My WebLink About2020 CASSIA RD; ; AS070073; PermitPermit No: AS070073 Job Address: 2020 CASSIA RD Permit Type: SPRINK Parcel No: 2150202600 Lot #: 0 Status: ISSUED Applied 3/21/2007 Approved: 3/21/2007 11/3/2020 AS070073 Permit Data City of Carlsbad Sprinkler Permit Reference No.: Issued: 3/21/2007 PC #: Inspector: Project Title: CASSIA MEDICAL OFFICE THREE FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: WEST COAST FIRE PROTECTION 271 ROYMAR RD SUITE F OCEANSIDE, CA (760)754-8472 Owner: FRANZ-YUT ELCAMINO REAL L L C 2710 LOKER AVE W #100 CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 186 0 186 0 1/1 AUTOMATIC FIRE SPRINKLER HYDRAULIC CALCULATIONS CASSIA MEDICAL OFFICE BUILDING 2020 CASSIA ROAD CARLSBAD, CA. CARLSBAD FIRE DEPARTMENT PREPARED BY WEST COAST FIRE PROTECTION 271 ROYMAR ROAD, SUITE F OCEANSIDE, CA. All _$ \xo \ ,S_'• - s \ S '\ _.S \ ç ' \ Date:03-01-07 A6010o~-S APPROVED I•i•l•1 '1 - AT&T Yahoo! Mail - wcfire@sbcglobal.net Page 1 of 1 go MAIL Date: Wed, 14 Feb 2007 10:20:22 -0800 (PST) From: "Michelle Olayvar <wcfmichelIe@sbcgIobaI.net> Subject: 2010 Cassia Rd., O'Day MOB To: "Dan Amato" <wcfire@sbcglobal.net>, "mark strecker" <wcfmarks@sbcgIobal.net> I spoke with Brenda about the water flow. She has an report from 09/06 from Life Guard for the Apts. at 6195 El Camino Real. Here the results: Static: 130 psi Residual: 125 psi Pitot: 100 psi Orifice: 2 1/2" Total GPM: 1,680 GPM Print - Close Window Brenda advise to have Dan call Greg to see if this will be suitable for our plans. If not let me know, and I will schedule another one ASAFP. http ://us.f82 1 .mail .yahoo.comlym/ShowLetter?box=Jnbox&Msgld= 1347_li 2830167600... 2/14/2007 1:42 PM West Coast Fire Protection 01/24/07 Balance Sheet Detail Accrual Basis As of December 31, 2006 Type Date Num Name Memo dr Split Amount Balance Paycheck 7/20/2006 APP#.. Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 7/20/2006 APP#... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 7/20/2006 APP#... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 7/20/2006 APP#... Derkach, Aaron Checking (Bus... 0.00 304.01 Paycheck 7/20/2006 APP#... Olayvar, Michelle D Checking (Bus... 0.00 304.01 Paycheck 7/20/2006 APP#... Smith (Field), Richard Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Amato, Anthony J. Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Derkach, Aaron Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Olayvar, Michelle D Checking (Bus... 0.00 304.01 Paycheck 7/27/2006 app #... Smith (Field), Richard Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Amato, Anthony J. Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Derkach, Aaron Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Olayvar, Michelle D Checking (Bus... 0.00 304.01 Paycheck 8/4/2006 APP#... Smith (Field), Richard Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Amato, Anthony J. Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Derkach, Aaron Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Olayvar, Michelle D Checking (Bus... 0.00 304.01 Paycheck 8/10/2006 APP#... Smith (Field), Richard Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Amato, Anthony J. Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Derkach, Aaron Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Olayvar, Michelle D Checking (Bus... 0.00 304.01 Paycheck 8/18/2006 APP ... Smith (Field), Richard Checking (Bus... 0.00 304.01 Paycheck 8/24/2006 APP ... Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 8/24/2006 APP ... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 8/24/2006 APP ... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 8/24/2006 APP ... Derkach, Aaron Checking (Bus... 0.00 304.01 Paycheck 8/24/2006 APP ... Olayvar, Michelle D Checking (Bus... 0.00 304.01 Paycheck 8/24/2006 APP ... Smith (Field), Richard Checking (Bus... 0.00 304.01 Paycheck 9/5/2006 APP#... Amato, Anthony J. Checking (Bus... 0.00 304.01 Paycheck 9/5/2006 APP#... Anaya, Micheal C Checking (Bus... 0.00 304.01 Paycheck 9/5/2006 APP#... Anaya, Paul K Checking (Bus... 0.00 304.01 Paycheck 9/5/2006 APP#... Caputo, Chris M Checking (Bus... 0.00 304.01 Paycheck 9/5/2006 APP#... Derkach, Aaron Checking (Bus... 0.00 304.01 Page 180 WEST COAST FIRE PROTECTION 271 ROYMAR ROAD, STE. F OCEANSIDE,CA 92054 HYDRAULIC CALCULATIONS FOR CASSIA MEDICAL OFFICE BUILDING GROUND LEVEL - MRA 3 FILE NUMBER: Cassia 03.sdf DATE: MAR 01, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: *1051 sq. ft. COVERAGE PER SPRINKLER: 225 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 236.7 gpm TOTAL WATER REQUIRED (including hose) : 336.7 gpm FLOW AND PRESSURE (@ BOR) : 236.7 gpm 8 78.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PACIFIC BUILDING GROUP DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 763542 *ADJUSTED PER NFPA #13(1999), SECTION 7-2.3.2.4 AND FIGURE 7-2.3.2.4 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE :3/6/20O7 C:\HASS78\CASSIA03SDF JOB TITLE: CASSIA M.O.B. - MRA#3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SCM 130.0 125.0 1680.0 129.7 336.7 82.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 336.7 GPM' TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 236.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 10.6 K= 5.60 16.1 22.5 302 10.6 K= 5.60 16.6 22.8 303 10.6 K= 5.60 18.5 24.1 304 10.6 K= 5.60 22.2 26.4 305 10.6 K= 5.60 24.5 27.7 306 10.6 K= 5.60 25.2 28.1 307 12.0 K= 5.60 27.3 29.3 308 12.0 K= 5.60 24.4 27.6 309 10.6 K= 5.60 25.2 28.1 1 10.6 - - - - 47.3 - - - 2 10.6 - - - - 48.1 - - - 3 10.6 - - - - 25.9 - - - 4 10.6 - - - - 31.6 - - - 5 10.6 - - - - 50.6 - - - 6 10.6 - - - - 61.5 - - - TOR 10.6 - - - - 72.7 - - - BOR 1.0 - - - - 78.1 - - - DC1 2.0 - - - - 77.8 - - - DC2 2.0 - - - - 80.8 - - - UG1 0.0 HOSE STREAM 81.8 100.0 UG2 0.0 - - - - 81.9 - - - SCM 0.0 SOURCE 82.2 336.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: .3/6/2007 C:\HASS78\CASSIA03.SDF JOE TITLE: CASSIA M.O.B. - MRA#3 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 -22.5 1.408 PL 13.00 PF 0.5 301 10.6 5.6 16.1 22.5 4.6 120 FTG ---- PE 0.0 302 10.6 5.6 16.6 22.8 0.039 TL 13.00 PV Pipe: 2 -45.3 1.408 PL 13.00 PF 1.8 302 10.6 5.6 16.6 22.8 9.3 120 FTG ---- PE 0.0 303 10.6 5.6 18.5 24.1 0.141 TL 13.00 PV Pipe: 3 -69.4 1.408 PL 12.00 PF 3.7 303 10.6 5.6 18.5 24.1 14.3 120 FTG ---- PE 0.0 304 10.6 5.6 22.2 26.4 0.310 TL 12.00 PV Pipe: 4 -95.8 1.408 PL 38.00 PF 25.1 304 10.6 5.6 22.2 26.4 19.7 120 FTG T PE 0.0 1 10.6 0.0 47.3 0.0 0.563 TL 44.62 PV Pipe: 5 -27.7 1.408 PL 13.00 PF 0.7 305 10.6 5.6 24.5 27.7 5.7 120 FTG ---- PE 0.0 306 10.6 5.6 25.2 28.1 0.057 TL 13.00 PV Pipe: 6 -55.8 1.408 PL 13.00 PF 2.7 306 10.6 5.6 25.2 28.1 11.5 120 FTG ---- PE -0.6 307 12.0 5.6 27.3 29.3 0.207 TL 13.00 PV Pipe: 7 -85.1 1.408 PL 38.00 PF 20.2 307 12.0 5.6 27.3 29.3 17.5 120 FTG T PE 0.6 2 10.6 0.0 48.1 0.0 0.452 TL 44.62 PV Pipe: 8 -27.6 1.408 PL 9.00 PF 0.9 308 12.0 5.6 24.4 27.6 5.7 120 FTG T PE 0.6 3 10.6 0.0 25.9 0.0 0.056 TL 15.62 PV Pipe: 9 -28.1 1.408 PL 4.00 PF 0.6 309 10.6 5.6 25.2 28.1 5.8 120 FTG T PE 0.0 3 10.6 0.0 25.9 0.0 0.058 TL 10.62 PV Pipe: 10 -55.8 1.408 PL 8.00 PF 5.8 3 10.6 0.0 25.9 0.0 11.5 120 FTG 4ET PE 0.0 4 10.6 0.0 31.6 0.0 0.207 TL 27.85 PV Pipe: 11 -55.8 1.408 PL 65.00 PF 18.9 4 10.6 0.0 31.6 0.0 11.5 120 FTG 6ET PE 0.0 5 10.6 0.0 50.6 0.0 0.207 TL 91.47 PV Pipe: 12 -95.8 2.203 PL 12.00 PF 0.8 1 10.6 0.0 47.3 0.0 8.1 120 FTG ---- PE 0.0 2 10.6 0.0 48.1 0.0 0.064 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: .3/6/2007 C:\HASS78\CASSIA03.SDF JOB TITLE: CASSIA M.O.B. - MRA#3 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 -180.9 2.203 PL 12.00 PF 2.5 2 10.6 0.0 48.1 0.0 15.2 120 FTG ---- PE 0.0 5 10.6 0.0 50.6 0.0 0.206 TL 12.00 PV Pipe: 14 -236.7 2.203 PL 18.50 PF 10.9 5 10.6 0.0 50.6 0.0 19.9 120 FTG T PE 0.0 6 10.6 0.0 61.5 0.0 0.339 TL 32.14 PV Pipe: 15 -236.7 2.203 PL 25.00 PF 11.3 6 10.6 0.0 61.5 0.0 19.9 120 FTG 2L FE 0.0 TOR 10.6 0.0 72.7 0.0 0.339 TL 33.18 PV Pipe: 16 -236.7 2.703 PL 9.58 PF 1.2 TOR 10.6 0.0 72.7 0.0 13.2 120 FTG ---- PE 4.2 BOR 1.0 0.0 78.1 0.0 0.125 TL 9.58 PV Pipe: 17 -236.7 6.280 PL 20.00 PF 0.1 BOR 1.0 0.0 78.1 0.0 2.5 140 FTG T2L FE -0.4 DC1 2.0 0.0 77.8 0.0 0.002 TL 95.00 PV Pipe: 18 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 80.8 0.0 3.0 psi, 236.7 gpm DC1 2.0 0.0 77.8 0.0 Pipe: 19 -236.7 6.280 PL 25.00 PF 0.2 DC2 2.0 0.0 80.8 0.0 2.5 140 FTG T2LG PE 0.9 UG1 0.0 H.S. 81.8 100.0 0.002 TL 105.00 PV Pipe: 20 -336.7 7.980 FL 95.00 PF 0.1 UG1 0.0 H.S. 81.8 100.0 2.2 150 FTG TL PE 0.0 UG2 0.0 0.0 81.9 0.0 0.001 TL 168.00 PV Pipe: 21 -336.7 7.980 PL 230.00 PF 0.2 tJG2 0.0 0.0 81.9 0.0 2.2 150 FTG T PE 0.0 SCM 0.0 SRCE 82.2 (N/A) 0.001 TL 283.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 27081246_ granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 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 0.082 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.9 ft/sec at pipe 14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: •3/6/2007 C:\HASS78\CASSIA03.SDF JOB TITLE: CASSIA M.O.B. - MRA#3 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyVlv GatVlv AimChk DPViv NPTee 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEii ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 WATER SUPPLY ANALYSIS 140 .0 G112 . 0 A U G E P R 84.0 E S S U R E 56.0 p S I 28.0 —14.7 400 600 800 1000 1200 1400 1600 18UO zuO0 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/6/2007 C\HASS78\CASSIA03.SDF JOB TITLE: CASSIA M.O.B. - MRA#3 WATER SUPPLY CURVE 132+ *\0\\\\\\\\\\\\\\\\\\\\\ I \\\\\\\\\\\\\\\\\\\\\\\ I 125.0 psi 8 1680 gpm-> * 121+ Flow Test Point 110+ 99+ P 88+ R I E IX S S 77+ U R I E I 66+ P I S I I 55+ ) I 44+ 33+ 22+ LEGEND ff I 'I X = Required Water Supply I 82.17 psi @ 336.7 gpm 11+ I 0 = Available Water Supply I 129.74 psi 0 336.7 gpm I! 0++-+---+----+-----+ ------+ --------+ --------+---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) WEST COAST FIRE PROTECTION 271 ROYMAR ROAD, STE. F OCEANSIDE,CA 92054 HYDRAULIC CALCULATIONS FOR CASSIA MEDICAL OFFICE BUILDING ATTIC - MRA 2 FILE NUMBER: Cassia 02.sdf DATE: MAR 01, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: *1000 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 128.0 gpm TOTAL WATER REQUIRED (including hose): 228.0 gpm FLOW AND PRESSURE (@ BOR) : 128.0 gpm @ 29.3 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PACIFIC BUILDING GROUP DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 763542 *ADJUSTED PER NFPA #13(1999), SECTION 7-2.3.2.4 AND FIGURE 7-2.3.2.4 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/6/2007 C:\HASS78\CASSIA02.SDF JOB TITLE: CASSIA M.O.B. - MRA#2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SCM 130.0 125.0 1680.0 129.9 228.0 33.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 228.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 128.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 201 15.8 K= 5.60 7.7 15.5 202 15.8 K= 5.60 7.9 15.7 203 15.8 K= 5.60 8.6 16.4 204 15.8 K= 5.60 10.1 17.8 205 15.5 K= 5.60 7.0 14.8 206 15.5 K= 5.60 7.2 15.0 207 15.5 K= 5.60 7.8 15.7 208 15.5 K= 5.60 9.2 17.0 A6 15.8 - - - - 12.9 - - - A7 15.5 - - - - 13.7 A8 10.6 - - - - 18.4 - - A9 10.6 - - - - 18.8 - - - 6 10.6 - - - - 21.2 - - - TOR 10.6 - - - - 24.8 - - - BOR 1.0 - - - - 29.3 - - - DC1 2.0 - - - - 28.9 - - - DC2 2.0 - - - - 31.9 - - - UG1 0.0 HOSE STREAM 32.9 100.0 tJG2 0.0 - - - - 32.9 - - - SCM 0.0 SOURCE 33.0 228.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/6/2007 C:\HASS78\CASSIA02.SDF JOB TITLE: CASSIA M.O.B. - MRA#2 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 -15.5 1.408 PL 10.00 PF 0.2 201 15.8 5.6 7.7 15.5 3.2 120 FTC ---- PE OO 202 15.8 5.6 7.9 15.7 0.019 TL 10.00 PV Pipe: 2 -31.3 1.408 PL 10.00 PF 0.7 202 15.8 5.6 7.9 15.7 6.4 120 FTC ---- PE 0.0 203 15.8 5.6 8.6 16.4 0.071 TL 10.00 PV Pipe: 3 -47.7 1.408 PL 10.00 PF 1.5 203 15.8 5.6 8.6 16.4 9.8 120 FTG ---- PE 0.0 204 15.8 5.6 10.1 17.8 0.155 TL 10.00 PV Pipe: 4 -65.5 1.408 PL 6.50 PF 2.7 204 15.8 5.6 10.1 17.8 13.5 120 FTG E PE 0.0 AG 15.8 0.0 12.9 0.0 0.279 TL 9.81 PV Pipe: 5 -14.8 1.408 PL 10.00 PF 0.2 205 15.5 5.6 7.0 14.8 3.1 120 FTG ---- PE 0.0 206 15.5 5.6 7.2 15.0 0.018 TL 10.00 PV Pipe: 6 -29.8 1.408 PL 10.00 PF 0.6 206 15.5 5.6 7.2 15.0 6.1 120 FTC ---- PE 0.0 207 15.5 5.6 7.8 15.7 0.065 TL 10.00 PV Pipe: 7 -45.5 1.408 PL 10.00 PF 1.4 207 15.5 5.6 7.8 15.7 9.4 120 FTG ---- PE 0.0 208 15.5 5.6 9.2 17.0 0.142 TL 10.00 PV Pipe: 8 -62.5 1.408 PL 7.50 PF 4.5 208 15.5 5.6 9.2 17.0 12.9 120 FTC 3E PE 0.0 A7 15.5 0.0 13.7 0.0 0.256 TL 17.42 PV Pipe: 9 -65.5 1.408 PL 5.17 PF 3.3 A6 15.8 0.0 12.9 0.0 13.5 120 FTG T PE 2.2 AS 10.6 0.0 18.4 0.0 0.279 TL 11.79 PV Pipe: 10 -62.5 1.408 PL 4.92 PF 2.9 A7 15.5 0.0 13.7 0.0 12.9 120 FTC T PE 2.1 A9 10.6 0.0 18.8 0.0 0.256 TL 11.54 PV Pipe: 11 -'65.5 2.203 PL 12.00 PF 0.4 AS 10.6 0.0 18.4 0.0 5.5 120 FTG ---- PE 0.0 A9 10.6 0.0 18.8 0.0 0.031 TL 12.00 PV Pipe: 12 -128.0 2.203 PL 8.50 PF 2.4 A9 10.6 0.0 18.8 0.0 10.8 120 FTG T PE 0.0 6 10.6 0.0 21.2 0.0 0.109 TL 22.14 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/6/2007 C:\HASS78\CASSIA02.SDF JOB TITLE: CASSIA M.O.B. - MRA#2 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 -128.0 2.203 PL 25.00 PF 3.6 6 10.6 0.0 21.2 0.0 10.8 120 FTC 2L PE 0.0 TOR 10.6 0.0 24.8 0.0 0.109 TL 33.18 PV Pipe: 14 -128.0 2.703 PL 9.58 PF 0.4 TOR 10.6 0.0 24.8 0.0 7.2 120 FTG ---- PE 4.2 BOR 1.0 0.0 29.3 0.0 0.040 TL 9.58 PV Pipe: 15 -128.0 6.280 PL 20.00 PF 0.0 BOR 1.0 0.0 29.3 0.0 1.3 140 FTG T21, PE -0.4 DC1 2.0 0.0 28.9 0.0 0.000 TL 95.00 PV Pipe: 16 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 31.9 0.0 3.0 psi, 128.0 gpm DC1 2.0 0.0 28.9 0.0 Pipe: 17 -128.0 6.280 PL 25.00 PF 0.1 DC2 2.0 0.0 31.9 0.0 1.3 140 FTC T2LG PE 0.9 UG1 0.0 H.S. 32.9 100.0 0.000 TL 105.00 PV Pipe: 18 -228.0 7.980 PL 95.00 PF 0.1 UC1 0.0 H.S. 32.9 100.0 1.5 150 FTC TL PE 0.0 UG2 0.0 0.0 32.9 0.0 0.000 TL 168.00 PV Pipe: 19 -228.0 7.980 PL 230.00 PF 0.1 UG2 0.0 0.0 32.9 0.0 1.5 150 FTC T PE 0.0 SCM 0.0 SRCE 33.0 (N/A) 0.000 TL 283.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 27081246 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 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 0.067 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 9. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/6/2007 C:\HASS78\CASSIA02.SDF JOB TITLE: CASSIA M.O.B. - MRA#2 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngE1l ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 WATER SUPPLY ANALYSIS 140.0 .0 A U G E P R 84.0 E S S U R E 56.0 p S 1 28.0 me —14.7 0 N) 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/6/2007 C:\HASS78\CASSIA02.SDF JOB TITLE: CASSIA M.O.B. - MRA#2 WATER SUPPLY CURVE 132+ *\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ I 125.0 psi @ 1680 gpm-> * 121+ Flow Test Point 110+ 99+ P 88+ R I E I S I S 77+ U I R I E I 66+ ( I P S I I 55+ ) I 44+ 33+X 22+ LEGEND 1! I X = Required Water Supply 33.05 psi @ 228.0 gpm 11+ I 0 = Available Water Supply " I 129.88 psi @ 228.0 gpm VI +------+ --------+ --------+---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) WEST COAST FIRE PROTECTION 271 ROYMAR ROAD, STE. F OCEANSIDE,CA 92054 HYDRAULIC CALCULATIONS FOR CASSIA MEDICAL OFFICE BUILDING ATTIC - MRA 1 FILE NUMBER: Cassia 01.sdf DATE: MAR 01, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: *1193 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 267.9 gpm TOTAL WATER REQUIRED (including hose) : 368.0 gpm FLOW AND PRESSURE (@ BOR) : 267.9 gpm @ 86.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PACIFIC BUILDING GROUP DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 763542 *ADJUSTED PER NFPA #13(1999), SECTION 7-2.3.2.4, FIGURE 7-2.3.2.4 AND SECTION 7-2.3.2.5 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/6/2007 C:\HASS78\CASSIA01.SDF JOB TITLE: CASSIA M.O.B. - MRA#1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SCM 130.0 125.0 1680.0 129.7 368.0 90.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 368.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 268.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 13.2 K= 5.60 15.0 21.7 102 13.2 K= 5.60 14.0 20.9 103 13.2 K= 5.60 13.6 20.6 104 13.2 K= 5.60 13.6 20.6 105 13.2 K= 5.60 13.9 20.9 106 13.2 K= 5.60 15.3 21.9 107 18.2 K= 5.60 16.3 22.6 108 18.2 K= 5.60 14.9 21.6 109 18.2 K= 5.60 14.5 21.4 110 20.8 K= 5.60 7.0 14.8 111 20.8 K= 5.60 7.8 15.6 112 18.2 K= 5.60 15.2 21.8 113 18.2 K= 5.60 17.5 23.4 Al 13.2 - - - - 52.0 - - - A2 18.2 - - - - 14.5 - - - A3 18.2 - - - - 47.2 - - - A4 10.6 - - - - 58.3 - - - A5 10.6 - - - - 59.6 - - - 6 10.6 - - - - 66.7 - - - TOR 10.6 - - - - 80.8 - - - BOR 1.0 - - - - 86.5 - - - DC1 2.0 - - - - 86.2 - - - DC2 2.0 - - - - 89.2 - - - UG1 0.0 HOSE STREAM 90.3 100.0 tJG2 0.0 - - - - 90.5 SCM 0.0 SOURCE 90.7 368.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/6/2007 C:\HASS78\CASSIA01.SDF JOB TITLE: CASSIA M.O.B. - MRA#1 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 42.7 1.408 PL 8.50 PF 1.1 101 13.2 5.6 15.0 21.7 8.8 120 FTG ---- PE 0.0 102 13.2 5.6 14.0 20.9 0.126 TL 8.50 PV Pipe: 2 21.8 1.408 PL 7.50 PF 0.4 102 13.2 5.6 14.0 20.9 4.5 120 FTG E PE 0.0 103 13.2 5.6 13.6 20.6 0.036 TL 10.81 PV Pipe: 3 1.1 1.408 PL 12.00 PF 0.0 103 13.2 5.6 13.6 20.6 0.2 120 FTG ---- PE 0.0 104 13.2 5.6 13.6 20.6 0.000 TL 12.00 PV Pipe: 4 -19.5 1.408 PL 12.00 PF 0.4 104 13.2 5.6 13.6 20.6 4.0 120 FTG ---- PE 0.0 105 13.2 5.6 13.9 20.9 0.030 TL 12.00 PV Pipe: 5 -40.4 1.408 PL 12.00 PF 1.4 105 13.2 5.6 13.9 20.9 8.3 120 FTG ---- PE 0.0 106 13.2 5.6 15.3 21.9 0.114 TL 12.00 PV Pipe: 6 -62.3 1.408 PL 125.00 PF 36.7 106 13.2 5.6 15.3 21.9 12.8 120 FTG 4ET PE 0.0 Al 13.2 0.0 52.0 0.0 0.254 TL 144.85 PV Pipe: 7 -64.4 1.408 PL 120.50 PF 37.0 101 13.2 5.6 15.0 21.7 13.3 120 FTG 3ET PE 0.0 Al 13.2 0.0 52.0 0.0 0.270 TL 137.04 PV Pipe: 8 41.7 1.408 PL 8.50 PP 1.4 107 18.2 5.6 16.3 22.6 8.6 120 FTG E PE 0.0 108 18.2 5.6 14.9 21.6 0.121 TL 11.81 PV Pipe: 9 20.1 1.408 PL 12.00 PF 0.4 108 18.2 5.6 14.9 21.6 4.1 120 FTG ---- PE 0.0 109 18.2 5.6 14.5 21.4 0.031 TL 12.00 PV Pipe: 10 -1.3 1.408 PL 3.75 PF 0.0 109 18.2 5.6 14.5 21.4 0.3 120 FTG ---- PE 0.0 A2 18.2 0.0 14.5 0.0 0.000 TL 3.75 PV Pipe: 11 -14.8 1.080 PL 12.00 PF 0.8 110 20.8 5.6 7.0 14.8 5.2 120 FTG ---- PE 0.0 111 20.8 5.6 7.8 15.6 0.065 TL 12.00 PV Pipe: 12 -30.4 1.080 PL 10.50 PF 5.7 111 20.8 5.6 7.8 15.6 10.7 120 FTC 3ET PE 1.1 A2 18.2 0.0 14.5 0.0 0.245 TL 23.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/6/2007 C:\HASS78\CASSIA01.SDF JOB TITLE: CASSIA M.O.B. - MRA#1 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 -31.7 1.408 PL 8.50 PP 0.6 A2 18.2 0.0 14.5 0.0 6.5 120 FTG ---- PE 0.0 112 18.2 5.6 15.2 21.8 0.073 TL 8.50 PV Pipe: 14 -53.5 1.408 PL 12.00 PF 2.3 112 18.2 5.6 15.2 21.8 11.0 120 FTG ---- PE 0.0 113 18.2 5.6 17.5 23.4 0.192 TL 12.00 PV Pipe: 15 -77.0 1.408 PL 66.00 PF 29.7 113 18.2 5.6 17.5 23.4 15.9 120 FTG 2ET PE 0.0 A3 18.2 0.0 47.2 0.0 0.375 TL 79.23 PV Pipe: 16 -64.3 1.408 PL 98.00 PF 30.9 107 18.2 5.6 16.3 22.6 13.3 120 FTG 3ET PE 0.0 A3 18.2 0.0 47.2 0.0 0.269 TL 114.54 PV Pipe: 17 -126.6 1.639 PL 2.67 PF 5.1 Al 13.2 0.0 52.0 0.0 19.3 120 FTG T PE 1.2 A4 10.6 0.0 58.3 0.0 0.450 TL 11.40 PV Pipe: 18 -141.3 1.639 PL 7.67 PF 9.0 A3 18.2 0.0 47.2 0.0 21.5 120 FTG T PE 3.3 AS 10.6 0.0 59.6 0.0 0.551 TL 16.40 PV Pipe: 19 -126.6 2.203 PL 12.00 PF 1.3 A4 10.6 0.0 58.3 0.0 10.7 120 FTG ---- PE 0.0 A5 10.6 0.0 59.6 0.0 0.107 TL 12.00 PV Pipe: 20 -267.9 2.203 PL 3.00 PF 7.1 A5 10.6 0.0 59.6 0.0 22.6 120 FTG T PE 0.0 6 10.6 0.0 66.7 0.0 0.427 TL 16.64 PV Pipe: 21 -267.9 2.203 PL 25.00 PF 14.2 6 10.6 0.0 66.7 0.0 22.6 120 FTG 2L PE 0.0 TOR 10.6 0.0 80.8 0.0 0.427 TL 33.18 PV Pipe: 22 -267.9 2.703 PL 9.58 PF 1.5 TOR 10.6 0.0 80.8 0.0 15.0 120 FTG ---- PE 4.2 BOR 1.0 0.0 86.5 0.0 0.158 TL 9.58 PV Pipe: 23 -267.9 6.280 PL 20.00 PF 0.2 BOR 1.0 0.0 86.5 0.0 2.8 140 FTG T2L PE -0.4 DC1 2.0 0.0 86.2 0.0 0.002 TL 95.00 PV Pipe: 24 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 89.2 0.0 3.0 psi, 267.9 gpm DC1 2.0 0.0 86.2 0.0 Pipe: 25 -267.9 6.280 PL 25.00 PF 0.2 DC2 2.0 0.0 89.2 0.0 2.8 140 FTG T2LG PE 0.9 UGl 0.0 H.S. 90.3 100.0 0.002 TL 105.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/6/2007 C:\HASS78\CASSIA01.SDF JOB TITLE: CASSIA M.O.B. - MR#1 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: 26 -367.9 7.980 PL 95.00 PF 0.2 UG1 0.0 H.S. 90.3 100.0 2.4 150 FTG TL PE 0.0 UG2 0.0 0.0 90.5 0.0 0.001 TL 168.00 PV Pipe: 27 -368.0 7.980 PL 230.00 PF 0.3 UG2 0.0 0.0 90.5 0.0 2.4 150 FTG T PE 0.0 SCM 0.0 SRCE 90.7 (N/A) 0.001 TL 283.00 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 27081246 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.191 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 22.6 ft/sec at pipe 20. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/6/2007 C:\HASS78\CASSIA01.SDF JOB TITLE: CASSIA M.O.B. - MRA#1 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 140 .0 G112 . 0 A U G E P R 84.0 E S S U R E 56.0 p S 3- 28.0 -14. WATER SUPPLY ANALYSIS 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/6/2007 C:\HASS78\CASSIA-0l.SDF JOB TITLE: CASSIA M.O.B. - MRA#1 WATER SUPPLY CURVE 132+ *\\0\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ I 125.0 psi @ 1680 gpm-> * 121+ Flow Test Point 110+ 99+ Ix P 88+ R I E I S I S 77+ U I R I E I 66+ ( I P I S I I 55+ ) I 44+ 33+ 22+ LEGEND " I 'V X = Required Water Supply I 90.74 psi @ 368.0 gpxn 11+ I U = Available Water Supply " I 129.70 psi 8 368.0 gpm if +------+--------+--------+---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) many angics, reducing assembly effort.. This sprin- kler is available in various temperature ratings (see chart on page 2) and fin- ishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which pro- 'ides up to 3/4" (19 mm) of adjustments. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient tempera- ture rises causing the liquid in the bulb to expand. When the ambient temper- attire reaches the rated temperature of the sprin- kler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to dis- tribute the water in a pat- tern that is most effective in controlling the fire, Coverage For coverage area and sprinkler placement, refer LO NFPA 13 standards. XJ:ctaui_® AUTOMATIC SPRINKLERS FIRE PROTECTION PRODUCTS I - V27, K5.6 Models V2703, V2704, V2707 and V2708 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response ( PRODUCT DESCRIPTION These Model V27 standard ; spray sprinklers aie designed to produke a 'I hemispherical spray pat- tern for standard commer- cial applications. They are V2708 available with either stan- Recessed dard or quick response Pendent bulbs. The design incorpo- () rates state-of-the-art, heat () <> responsive, frangible glass See Viclaulic bulb design (standard or V2707 pu for details. blication O.Ol quick response) for prompt, V2703 precise operation. The die t frame is : streamlined and than traditional sand cast Pendent frames. It Is cast with a V2703 hex-shaped wrench boss to V2704 allow easy tightening from Upright TECHNICAL SPECIFICATIONS Models: V2103. V2701, V2707 V2708 Style: Pt': di.; 1. Upri.,,hi or Ri 'ii's 'd Pt 'I'ICJ&ti Nominal Orifice Size: 1/2" (13!11.11) K-Factor: 5,6 Imp. (8.1 S.I.A) Nominal Thread Size: 1/2"\PF f 1 nm) Max. Working Pressure: 175 psi (1200 kPa) Factory Hydrostatic Test: I 0U 0) 500 psi (3150 kPa) Mm. Operating Pressure: ' psi (-IS kR) Temperature Rating: Sit (1 iarwi tx-isp' 2. MATERIAL SPECIFICATIONS Upright Deflector: Bronze aper UNS C22000 Pendent Deflector: Brixizr' per UNS CS 1000 Bulb: Class svt;h Rivutitci situ- i_i:. 1301 5'oiiii;ixit Dia:iie';t'i: U Sa:irlat'd: 5.1) 11111 U Quk-k Resp,:isi': 3,0 tim Load Screw: Britizi' air UNS C65 100 Pip Cap: Brie ize per IJ\S C65100 Spring: 13'1_v11iu :n ituki 'I Seal: rvilwt- lap- Frame: Di,-' Cats; hi-ass 65-30 Lodgement Spring: Sirii:iti'ss sti'i'I per UNS 53021111 ACCESSORIES Installation Wrench: U °P'° Eli]: V27 U Rt'ct'ssi'd: V3$, V38-3 U Stick,';: V27 Finishes: U Plain brass U Chin,' xtait_'d E \-Vhi' ;iii;,.',... U Ci;s;ieii )dt;ii('d" U Li'ad' 155, 200, 286SR Only: U Wax'' U Wax aver Ii 'aid' Fa' ('all)i!lL'S aid ()ihi(_'I' ,iCl.'t'SSlx- ru's ruler ix Scpal'a;(' NOtE: WcaIlIiL'r rca,istiill recessed t'seulclieons aiv;tiiaale uxin requc'sl. For K-Factor when jressurr: is meal- suricti iii Bid. 1111.111i.Dly S.I. units ny 10.0. tettoir is it rtsislered traidc'irsirk ot Dupo:il Co. UL Usted tot corrosion resistance it) ill c;,citieuratioi IS. VICTAULIC° IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific 'hots': 1-500-l'ICK-VIC (1 000-713 5012) 'hone: 005-8M-7 144 I'hocwr 32 9-331- 1500 'lion: 610 55933)39 I'hocie: 65-6235-3035 Fax: 610-2500017 Fax: 905-08') 9774 Fax: 32-9-330 4,133 Fax: 610-559-3609 Fax- 65-6235-0535 a maiI:pickx'ic'-vxtal.lic.coni s-mail: vicranacas- victai,hc.coiii e-mail: vice,.ro'--victarljc.be e-mail: vical''-victa;,lic.com a mail. vicap' viclxi.lic.coni 2544 Rev.O 1103 5 Registered Trademark of vlclauhc 0 Copyright 2003 ylccaulic Printed In U.S.A. APPROVALSILISTINGS Nominal Approved Temperatura Ratings IC 2 Orifice Size K-Factor Inches Imperial Deflector Model millimeters S.I.^ Response Type UL FM ULC NYC/MEAf CSFM § 1/2 5.6 135360 135 360 135360 135360 135360 V2703 13 3.1 standard Upright 57- 182 57-132 57- 182 57-132 57-132 ½ 5.6 135360 135360 135360 135.360 135360 V2707 13 31 Standard Pendent 57-182 57-182 57-182 1 57-182 57-132 • ½5.6 tlecessed Pendent 135 360 135.200 135 360 135 360 135 .360 V2707 13 31 S1tindrd UrttnV4 Adju-1rr'cr;t 57-182 57-03 57-182 57-132 57-132 - ½ 5.6 . 135286 135286 135.286 135.286 135286 V2704 13 8,1 Quic. Upright 57- 141 57- 141 57.141 57- 141 57- 141 V2708 ½ 5.6 . , Quic Pendent 135286 135286 135-286 135286 135286 13 ' 3.1 57-141 57-141 57-141 57-141 57. 141 ½ 5.6 . Recessed Pendent 135.200 135.200 135.200 135-200 135 .200 - V2708 13 8.1 Quc Ulo ½ Adjustrncrit , 57-93 57.93 57.93 5793 57-93 ½ 5.6 . Recessed Pendent 135. 200 135.200 135.200 135.200 V2708 13 8,1 Quic: Up 1o~ Adjus4inL1fl No 5793 57-03 57-03 Listincs arid a,orovzit is of printing. (3 All arc approvedripen. C'vt:CaJt for areas dcsipnalcd "No. For K-Factor when pressure is nra..-asurcn:l in Ba,. rrultiofy S.I. units try 10. I MEA 162-09-E. r CSFM '7690-0531:112 Temperature - °F/°C Nominal Maximum Sprinkler Victaulic Glass Temperature Part Temperature Ambient Temp. Bulb Classification Identification Rating Allowed Color Ordinary A 135 57 100 38 Orange Ordinary C 155 68 100 38 Red Intermediate E 175 79 150' 65 Yellow Intermediate F 200 15093 65 Green High 286 141 225 - 107 Blue Extra Nigh I K ' 360 182 300 149 Purple - M Open = No Bulli RATINGS All glass bulbs are rated for lcr'nperalures from -67°F (-55°C) up to those shown in adjacent. iabk'. Standard ftsoonse only. All are approved opon, exceol tar areas cleskriniled "No', - 150/551 wax coated. ORDERING INFORMATION Please specify the following - when ordering: Cl S1,rirkk-r \'In,dr-1 Nitrrihn'r U K-Fautur U Sprirtkk-r Finish O Syh' - U Ti react Size 0 Esc'urciu.'trri Finish I U Tc'tirl'raite.rr' Rat it ir U Qua: u: i: U W11-1 101 \-lnidel Number Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and toot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. , 0 Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. F ailure to tallow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprir*ler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or it you have any questions about the sate installation of this product, contact Victaulic World Headquarters, P.O. Box 31, Easton, Pennsylvania 18044-0031, 610-559-3300. 40.10-2 DIMENSIONS (60 (25 mm) Standard Pendent - V2707, V2708 Tmm) (37 rnm) 2 (60 Standard Upright- V2703, V2704 (60 mm a. Hole (17 mm) (14 mm) 1i.- (43 mm) Typical Ceiling Til —JT— 1 1, t I -Finished Surface (30 mm) MAXIMUM RECESS (75 mm) MAXIMUM EXTENSION ½" Adjustment Recessed- V2707, V2708 (Drawing not to scale) 2W (60 mm) Max. Hole 2'J51 mm) Min. Hole al Ceiling Tile (24 mm) :*: Finished Surface :J4 m:> MAXIMUM RECESS (75 mm) MAXIMUM EXTENSION 3/4" Adjustment Recessed -V2707, V2708 (Drawing not to scale) AVAILABLE WRENCHES I Socket V27 V38 or V38-3 Recessed V27 Open End V2707.V2708I'hnder1 V2708 RenchsihcI 'eniJin( V2703. V270'I Uplight 40.10 -3 DISTRIBUTION PATTERNS MODELS V2101. V2108 K5.6 STANDARD PENDENT AND RECESSED PENDENT DISTRIBUTION PATTERNS — TRAJECTORY - 2' 4' 6' 8' 10' 12' 14' 0,6m 1,2 m 1.8 m 2,4 m 3.0 m 3,7 cii 4,3 m MODELS V2703, V2104 K5.6 STANDARD UPRIGHT DISTRIBUTION PATTERNS — TRAJECTORY uiuuuivauuuaii UIUIUilI1lUI I.uI.iiiwIIi-uI. 2' 4' 6' B. 10' 12' 14' 16' 0,6 m 1,2m 1,8 m 2.4 m 3,0 m 3,7 m 4,3m 4,9m NOTES: 1. U; It', !;ccn I'app; \tI-iIt, cii '7n 11 d; I, u,rliIr'c'nc C'S Iii I,iiilk:tIr:ii. I z. cj''c-i'. tc,-ittiii.,tiii;;iI tc,ui,l' icIa,ltc Fi:c'L rki\:,ic:i'.i:tj,' S1'i"IiikIi. th'aw ', tllt':l'.l,tl;iIl fc. llIi,lice in c;lclliiu ;h,l;ir ii,is l '1irIrtkI;s ciii iicc,Ici nil ii'I cis lfllniin:lln pliikIc'r p -.:r lllt iI, tic iiiI ikitictit. liii' cpi:';-l.tI N.; P.'\ cticiii;i1 Ic;' Coil;' nui 111t. ii;ili',i.;it' ho;lii;jcict'ii liii I;c ,c'cilk i;1(:';cnloLIc;Ilc;')acl'ltn4 rlisI'ic titus, .p,;'Iti,; htitoiiouis cud ccu'r c;f iinu', -'culit ci;u'- i ru hi' I)'c1:t,' I;' hut' p:t,ikI;;''Ind III told :ilListtii;o.. .\pp:';'iisniii W"- 3. All pcmv:n, al Ii; th, cuii':ili,r' ci II;' WARRANTY Refer to the Warranty sect inn Of the currr'nt Prier' List or contact Viciaulic for details. Tli p1:001 '.t':ilI Ix; 'i:,rul:ui tu,;O hy VicI,iiuiic CoI:rpu'y. All puc10.I" to t; iu'',l;ilt;O ii .uiO.outhi;'O' 'lilt!' CUP toll 'iic.t'.uutk. ir'I;uIi lios'/.i'.ribly il'',tuu;.li;x',, Vi.l:utIlk. LcIvo, Ii'; uiçi'I to c.harcjo pulic;uc:; ',j,i;;ilic,nlior: Ii 'ic:;'' LX11iPITILICt Will W1 1-01100 11:0 'NUt'I)llt jr'-Uulil 'ii 40.10 -4 'U 3,0 8' 2.4 m 6' 1.8m 4' 1,2 rn 2' 0.6 cii 1 7psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 10' 3.0 m 8 2,4 6 1,8 4 1,2 .2 0,6 a 7ps1 48 kPa 15 psi 103 kPa 30 psi 207 kPa -- PRODUCT DESCRIPTION These Model V27, standard spray horizontal sidewall sprinklers are designed for standard or recessed instal- lation. The design provides V2709 a crescent-shaped water Standard V2710 discharge pattern for instal- Horizontal Sidewall lation along a wall or under a beam or ceiling. The L C design incorporates state- of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, pre- cise operation. AUTOMATIC SPRIN KLER FIRE PROTECTION PRODUCTS V27, K5.6 Models V2709 and V2710 Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response 09 10 Recessed Horizontal Sidewall The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprin- kler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which pro- 'ides up to 3/4 (19 mm) of adjustments. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient tempera- ture rises causing the liquid in the bulb to expand. When the ambient temper- ature reaches the rated temperature of the sprin- kler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector Is designed to distribute the water in a pattern that is most effec- tive in controlling the fire. Coverage For coverage area and sprinkler placement, refer to NFPA 13 standards. == TECHNICAL SPECIFICATIONS Models: V2709, V2710 Style: Horizontal Sidewall or Recessed Horizontal Sidewall Nominal Orifice Size: (13 11:11) K-Factor: 5.6 Imp. (8.1 S.I.A) Nominal Thread Size: /2 NPT (15 rim) Max. Working Pressure: 175 psi (1200 kPa) Factory Hydrostatic Test: 100% @ 500 psi (34 50 kPa) Mm. Operating Pressure: 7 psi (48kPa) Temperature Rating: Sec chart on page 2. MATERIAL SPECIFICATIONS Horizontal Deflector. UNS C22000 Commercial bronze Bulb: Glass with glycerin solu- tion. Bulb Nominal Diameter: U Standard: 5,0 mm U Quick Response: 3.0 mm Load Screw: UNS C65100 Low Silicon bronze Pip Cap: UNS C65 100 Low Sili- con bronze Seal: Teflon* tape Spring: Beryllium nickel Frame: Die cast brass 65-30 Lodgement Spring: UNS S30200 Stainless steel ACCESSORIES Installation Wrench: U Open End: V27 U Recessed: V38-3 Finishes: U Plain brass U Chrome plated U White painted" U Flat black painted" U Custom painted" U Lead" 155, 200, 2865R Only: U Wax" U Wax over lead" For cabinets and other accesso- ries refer to separate sheet. (Exaggerated for clath'y) For K-Factor when pressure is mea-sured in Bar, multiply SI, units by 10.0. Teflon is a registered trademark of Dupont Co. -. Ui. Listed for corrosion resistance in at configurations. VICTAULIC® IS AN ISO 9001 CERTIFIED COMPANY Violaol)c Company of Aincrica Vot::))c Comr.any of Canada Vc.Lthc Europe V(ol.iiiiic Amet:ca L3tiro V;ct mfic Asia P:cii: IThoitr: 1 000- PICKVIC 1-300-7125912) Ihirjs" 41(5-1375 5(575 I1lroat:329-361 1500 ThOlir: 310 550-3300 l'I1Oflr1: 135 6235-3035 Ho: (510 25(1-7617 Ho: 116-675-5565 Hit: 32-9-3130-4432 H1t: (510 559 51308 Ho. 65 6235 0535 e.maiI:pickvicvicIal.Iic.coin :-niail: v)ccanlca-.-v)r.I:JLUC,com n-mall- vicni.ro-.- vmctaLlic.be e-mail: vical-.--vintii.Iic..r.om coal: vmr.ap-_--victm.lic coal 2545 Reel) 11102 5 Registered Trademark ot Victaulic 0 Copyright 2002 Victaulic Printed in U.S.A. BLT 0 XL7BLT® I Galvanized and Black Lightwall Threadable Pipe The original "Galvanized" and "Black" Threadable Lightwall pipes with exceptional hydraulics and economy. XL®IBLT®'s proven hydraulic advantage and lighter weight adds value to any system. When you need a proven sprinkler pipe, specify XLJBLT. XIJBLT pipe are an exceptionally strong steel sprinkler pipe of the class generally known as "lightwall threadable pipe". Its wall thickness is less than that of Sch40 or Sch-10, but the cold forming process undergone in manufacturing gives XIJBUI' pipe mechanical strength characteristics equivalent to those required for Sch-40. It is designed for use in wet, dry, preaction and deluge systems. XIJBUI can be joined with threaded couplings (when in accordance with ANSI B 1.20.1), roll grooved or plain-end couplings, or welded joints. Specifications NPS Nomisal I.D. WI. WI. (H20 Filled) NO WidLift (21') WI,tift (241) WtMft (25') !n;,rjjrn. In mni. - LbsiR Kg/rn Lbs/fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 91 2,333 2,667 2,570 91 1,060 1,211 1,228 61 2,019 2,307 2,226 61 917 1,048 1,058 61 2,409 2,753 2,684 61 1,094 1,250 1,294 37 1,959 2,239 2,173 37 890 1,017 1,041 30 2,571 2,939 3,060 30 1,168 1,335 1,390 3* 3.200 - 5.01 8.49 19 1,999 2,285 2,380 80 81.2 7.43 12.7 19 908 1,038 1,081 XL only 1.104 1.13 1.61 25 28.0 1.8 2.40 1W 1.452 1.46 2.25 32 36.9 2.3 3.35 1W 1.687 1.76 2.84 40 42.8 2.8 4.23 2' 2.154 2.35 4.06 50 54.7 3.7 6.04 2W* 2.581 4.08 6.34 65 65.5 6.05 9.45 XLJ BLT products have metallurgical properties which provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. XL is manufactured with galvanized coating. BLT is black lacquer coated. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. XL/BU[ pipe is manufactured to meet ASTM A-135, Grade A for fire sprinkler applications up to 300 Psi working pressure. Listed Approved Listed It is UL listed for wet, dry, preaction and deluge systems, and FM approved for wet sprinkler systems. XL/BLT is ULC listed for wet, dry and preaction systems. All threaded and welded fittings are approved in accordance with NFPA 13. FM requires 12' maximum hanger spacing for XIJBLT. C-Factors for XIJ BLT are 120 for wet systems, and C=100 for dry systems. Refer to Hazen- Williams charts for accurate flow comparisons. XL/BLI' pipe offers the maximum hydraulic advantage of any available threadable sprinkler pipe. Its inside diameter is up to 5% larger than Sch-40. The use of XLJBLI in conjunction with Dyna-Flow pipe, can dramatically improve the flow characteristics, thereby increasing the potential for "downsizing" system components. The clean surface quality of XLJB LI. is readily paintable. The lighter weight of XLJBLT is a distinct advantage for retro-fit installations and can also reduce labor costs. tLjCQ a vital part of your world (' allied 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 8825543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S4 -3 DynawFlow e High Strength Steel Pipe The ongmnal h,b-st,ength llghtM/l spunk/er p,te with hydraulics supeño, to Schedu/e-io. Pmdict Ncm Wt WR Pc wtjim WVIA WOM lIPS LD M20FllId lift M.24' 25 z 1 1.19i. 0.830 1.31.. 91 1586 1812 1.888 .25 30.3 1.2 1.95 91. 719 822 856 x 12/4" 1.536 1.059 1.87 61 1356 1.550 1615 432 39.0 1.6 2.78 61 615 703 733 *1W 1.728 1.667 2.71 at 2135 2440 2542 * 40 43.9 2.5 4.03 61 968 1107 11.53 2 2.203 2.104 3.79 37 1.634 1868 1946 .50 56.0 3.1 5.64 37 741. 847 883 - x2W 2.703 2.564 5.1.0 30 1615 1.846 1923 65 68.7 as 7.59 30 733 837 872 3 3.314 3.387 7.18 19 1.351 1544 1608 .80 84.2 5.0 10.89 19 613 700 729 x4* 4.310 4.473 10.88 19 - 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 Dyfla-Flow/Super Flo pipe is In.inif(jfl7(J to meet ASThI A-795 Type E, Grade Aand Is in compliance with NFPA43 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, FM Approved and ULC Listed. Dyna-Flow pipe is the 'igT' lñgh-6uength lighiwafl spñnk]cr pipe. IJyna-Flow has outstanding hydraulic capabilities and Is recognized as the most popular alter1ive to Sthedule-10 pipe. I 4ghtweigbt, easy to cut and easy to hand le for instalJstkL Dyna-Flow is a valuable addition to any fii Protection system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Plow Pipe bydraulies axe exceptional. Larger LD.s enable Dyna-Flow, and related Components, to be down-sized within the sysrn, thus Increasing the potential ror job cost savings. For complese HUM.-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Lightweight and easy to Install, resulting in more efficient use of your freight and labor d011ars. Pzovids stability needed to com$y with standard banger spacing (15 ftO.C.) per NFPA. Coatings irUFabrication )yna-Flow products ke dolled with M fronmentafty approved and pecially fnnTmlIltd modificd-aayllc or idei-based coating. This dexable coating $ palntable. The black coaling acts as a cxcdDent 1il i1Twr and Is resistant to veathering and U.V. degradation from utdoor storage. vfelalturgical properties provide excellent iibricadon CharaCterisuCs for end-prep nisbes, welding and roll grooving. No pedal process or equipuicrt &e needed Cr fabrication and inslallathm. aHied TJ5 * eurr .--- - Dyna-Flow/Super no Is UL/ULC Listed for use with roll grooved, plain-end couplings, and waded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate docunnratIon for up-to-date listing and approval information. Dyna-Flow/Snper Ho is now available "hot-dip"galvanize4 and has been specifically approved by FM fur dry systems uses. Available in Standard lengths or your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end xeuii AvihhIe in Factory roil grooved form for quicker shop flirtlaround. clean, durable mill coating provides longer "sbclf life" and acts as an excellent primer for custom paint applications. 16100 S. Lthmp 11.350 Norvom Rd. 2525 N. 27th Ave ______ Hay, IL 60426 Philadelphia. PA 19154 Phoenbc, AZ 8500$ 14W0.882--5543 risan Iwo ad ]PIP wasacalredby Alindflbe and ()' on Febmmy 1, 197. The,i_ - sad Madad '.1 toady '9 g, they ba,s Jff.t a we lbea. I al ,to with regard to detmoth . wd, bsfra, and %W9mI"FWCmzq*DYAA-FkWmdftW Mmedie ftmlrodert an at Dyanesd and Separid. XL. in m -"b-red with Extojar galhlst2id _i.simC.ciJ with Btoá_ * m.=..= (V UNO U//UU 1U1. 1U.V U1U SubmIttal Data Shoot Dyna-Flow High Strength Steel Pipe Dyua-Flcwpipc i d " bi$uanh lighiwdll nkh' pipe. DynaBow too outudiog by&mzlic c.bi1itics sad U recognized as the OW OOFAW2W=GWVC Ia Sdwxh;Ic-10 pipc. I4bmeigbt. my to ad and am to IhmmUr for Dyn.-Plaw is a va1usbc sdthtioo to aq fre protactioo ayston. Additional e.8flb L4M-dBM=dm7oDh=AAmdtmgjnmneMaemtuwOfYOW frcigb* and Lthcr dollaa. ft"Wed slabjiij uJcd tu wwply with Mantod burg= SPEC*(15 ft 0.C.) per NI-'FA- AJabk in Standaid leegiks for YON canveaJesae at on be ozdaed in canlaw lai3thi iqi *uviL Fng wIng ad welding, as well as easy roU grooving ad cad wiaIicai. A'.5Jab1c In FUMY MR grooved fotm Ift qmchx aiqi oaoanL Oc, &nblc mill a" 'thelf life" and aa m an eie&d pi f ---I- -_ Ssap.ul.r Hydrasdlcs With an aside d1In,rP of toll%,hWdmSchmW. 40 ad........ oplo 7 than Sdicdalel0. Dyw-Fiuwjir bydzzuStz aw acodiawI Lai LD.a uuHc Dyna-Fiow, and inland cnpoaroti6 to be dowp-sizcd widá ito aym dm mczeanng the pi*aIhi1 icr job ant aavag& Fornxup1 Bman-Willians thmu. idhi to 'byna-Rcw Hydraulic DataTabl& Co.thiqa & Fabrication Dyna4low proicta ma cond with an awigamucawiy .ppmvcd nd ipodally focmulsted mofied.aciybc or waler-based c"a1Mg. The dorable coming is pIiile. The black coating az As an --Mcmd poancr and in .-.ii-d to wautbcdog and U.V. degridabou fzian dormyc MetaBnz1 pvçdes puvi& caceliod bbricatiou cbmmamcdoia for ad puep Saftbee, welding and ivll grooving. No special procan at egntpminI as aseded for fdm=bm and mmuUmmm 5p.e11103t1086 & App,wvalu Dywa-FlowlSaper 40pc I m-'t-igred to mast ASTh( A 795 lypc al, Urade A and ira m o bne with NFPAI3 and IIFM,14. All nra of Dyan Row me UL Listed. FM Appvved and Lfl.0 Ust Dyna-flaw/SupaPb I UL/VLC thad for we wb ml ilooved. p.th.end c'i"gr, and wtldcd joiida for =4 dmy, pin-acios and dalege syaleane. It Is PM API*e1I,54 for ill grooved. plain-ended, and welded jdate for wet syssmas Refer to app dat d'-'i for up-to.dste listing and approval tnfodcn. Dyaa-Flow!Sngcc Fin now uvalisbic "ho .difpIv..J and has ham qmth&ally approved by PM for thy rya vas. Proect11undmed -. P Uft WL4Jft WVUft NFS S.D. ItoO Flied lilt .' 24 26' k t" 1.291 0.830 1.31 91 1586 2.822 1858 .25 30.3 1.2 1.95 91 715 S= 856 * 13/4 ' 1.536 1.059 1.87 61 1356 1550 1615 * 32 39.0 1.6 2.78 61. 615 703 733 1.7 1.667 2.71 81 2125 2440 2542 :3½" 40 43.9 2.5 4.03 61 968 1.107 1153 Ig 2" 2.203 2.2.04 3.79 37 1634 2288 1946 *50 56.0 3.1 5.84 37 742. 847 883 * 2½" 2.703 2.584 5.10 . 30 1615 1.846 1923 .65 58.7 3.8 7.59 30 133 837 872 a 3 3.314 3.387 7.18 19 1351 1544 1608 * 80 84.2 5.0 10.69 1.9 82.3 700 - - 729 - a 4" 4.310 4.473 10.56 5.9 1.784 2039 2124 90 109.5 6.7 15.16 19 809 925 963 Pject Spnrider Conhractor Date: Erponeer: Specifk*cwu Reiice: Syototn Type: Locations: Technical Data Model: 811, 812, 813, 814, 815, 816, 817, 818, 820, 825, 8258, 827, 830, 719 Style: Elbows, Tees, Unions, Caps, Extension Pieces, Bushings, Couplings and Plugs Wrench: Standard Pipe Wrench Thread: N.P.T. Material: Ductile Iron Maximum Working Pressure: 300 psi Weight: See Chart rAInstallation Apply Teflon tape or high quality pipe joint compound on the pipe threads and tighten two to three turns beyond hand tight Approvals 5. 1 i eli .1 '1 J• - 4 1.11 i7@7 ir@7 N . *We Threaded Fittings 0 Ductile Iron - 800 Series ANSI 1316.3 Manufactured by: Central Grooved Piping Products, Inc. a subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 1 I DProduct Description Central Ductile Iron threaded fittings conform to ANSI 816.3 and are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties making up the fitting. This is accomplished by adding magnesium while the iron is being poured into its final cast shape. -. This provides an advantage as the ,) fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Caution: Installers who have not used ductile iron threaded fittings before should be instructed that the fitting is stronger than the pipe and over-tightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half a turn difference between cast iron and ductile Iron fittings. Apply Teflon tape or high quality pipe Joint compound on the pipe threads and tighten two to three turns beyond hand tight. if you are using an automatic make- on machine, please exercise caution In setting your machine to the proper parameters prior to tightening fittings onto the male pipe threads. Approvals: U.L., U.L.C., F.M. (See Central Grooved submittal sheet for exact Listing/Approval Information.) 0 No. 21.3.0 i.,... u _i Cross - Model 517 Ductile Iron Pluo - Model 715 Extension P,e.ss. PAn,fI Rç Size A7501# Wt. (lbs.) Box Qty. /a2 1 V2 11/2 .20 300 'l2x2 2 .27 250 /4X UI2 V/a 72981 .22 250 /sx2 2, 73982 .31 200 Brass Extension Piece - Model 8258 'lax 1 1 72826 .08 600 1/22 1 /4 11/4 72827 .10 490 VU 11/2 1 72828 .13 490 1/2x2 2 22445 .18 250 1/2x21/2 21 V 1 22446 .22 200 Size A B C 0 I Part # Wt. (lbs.) Box I Qty. 1 11/2 11h I3/, I3/• 86284 .971 45 11/4 1I4 11i 1'/s 1Vs 86285 1.59 25 11/2 115/14 11/4 111, 13/id 86286 1.89 20 2 21I4 2114 1112 11/2 86287 2.93 10 1'/4 x V/ui x 1 11 /. 1 7/ 66289 1.25 30 11/ x 11/a x 1 x 1 113/1. 1/. V/s 1 's/i. 1 86322 1.48 24 2x2x1 xl 2 1f4 Ishe.l., 1 186291 2.64 10 Stralaht Couellna - Model 818 Size A I B I Part# Wrench Wt. (lbs.) Box Qty. V2 1%1 She 1 72779 i'/s .18 360 3/4 1'/. 'Ii. 1 72778 13/1 .26 200 1 12/4 3/ 72755 1 .44 110 VI. 2 she 72754 2 .54 1--75 V/2 23ho 3/4 72753 2'!. .71 60 25/. 11/. 72752 2/. 1.15 30 H23 72758 33/, 2.29 18 ITULY1r _ Size A B Part # Wt. (lbs.) Box Qty. 1/a VI' fl/i. 86207 .47 110 £TrLr.rn LL __ 3/4 2 15/, 86275 .66 80 1 2I,. 13f, 86276 1.08 50 Brass Seat Ductile 11/4 21/a 11/16 86277 1.54 35 11/2 2/, 1/,, 86278 2.03 25 2 31/, 1/. 86279 13.15 18 3 Straight Coupling Model 818 Brass Seat Union - Model 830 Iron Union Model 830 Ca - Model 820 Size A Part # Wt. (lbs.) Box Oty. I/ /s 72776 .15 500 3/4 1 72777 .22 300 1 1/,. 1 72824 .33 180 11/. 1/,, 72756 .54 110 1 12 1I. 72822 .68 2 V/2 72823 .96 J25 21h2' 1/. 72825 1.80 Size A Part * Wt (lbs.) Box Oty. 1/2 'Iie 86292 .10 500 8/4 11!. 88293 .18 300 1 1'/4 66294 .28 200 1/4 1/. 86295 .50 110 11/2 1/,. 86296 1 .70 80 2 11/2 86297 1 .90 45 Cap Model 820 ii Ductile Iron Plug Model 719 Reducing Coupling Model 816 Q j! Reducing Coupling Model 816 Size A B Part # Wrench Wt. (lbs.) Box Qty. 1 X 1/2 1111. /2 86228 1','4 .38 2001 1 x 3/4 1/4 1/2 86229 11/2 .53 1101 Hex Bushino - Modal R7 Size A Part * Wt. (lbs.) Box Qty. 1 5Cl2 1/i. 72726 .22 280 1 1V, 72762 .18 280 IV.x 1 72763 .31 150 1'/axl VI. 72757 .53 100 1/2X 11!. 1'/. 72764 .35 100 2x1 1/. 72759 .75 80 1'/. W j3f, 72761.69 80 1Va la/a 72775 .62 80 Extension Piece Model 825 & 8258 Hex Bushing Model 827 90 Elbow - Model 811 Size A B Part # Wt (lbs.) Box Qty. /2 IV. '/. 86206 .24 240 3/4 1'I. 3/4 86205 .40 120 1 1'/2 13/i. 86200 .64 70 11/4 1/. 1 'Ii. 86201 .95 4.0 1112 1/ii 13/14 1 86202 1 1.24 30 2 2'/ 11/2 86203 1.74 20 21/2 2W,. 1'It. 1 862041 3.28 10 900 Elbow Model 811 900 Reducing Elbow - Model 812 Size A B C D Part # Wt. Lbs. Box Qty. 3/4X /2 1I%4 1/. 'I. 'I. 86342 .33 160 1 X Va 1'I4 1/. i/i. 13/ 86210 .44 110 1 x 3/4 1% 1/i. a/ia /. 186211 .53 90 11/4 X 'Ii 1/ii V/a 'I. "/i. 86212 .64 75 11/4 X 3/4 1I,. 1 'I. 3/4 1'lt. 86213 ,75 60 11I.x1 l/11 iWs 7/9 1 86214 .77 55 1 'It X 3/4 VI, 1/4 3/4 1/t. 86221 .95 45 V/a x 1 1'/. 1"!,. 7/, 11/. 86215 .99 40 11/2 x 11/4 lW. 11/. i'l. 86216 1.14 35 2 x 3/. We V'Ii. 7/, 1/. 86217 1.39 30 2 x 1 1/4 2'Ii. 2 1'/. 86218 1.58 25 2 x U/a 2 23/is 1V4 17/,. 86220 1.67 20 2112 X 2 2/. 2/. 1/4 j7/, 86262 3.01 157 90 0 Reducing Elbow Model 812 450 Elbow - Model 813 Size A B Part # Wt. (lbs.) Box Oty. 1/ /• /. 86780 .22 250 3/4 1 7/i, 86781 .33 150 1 11/. W,. 86280 .48 90 V/4 1 '/i. 'I. 86281 .73 50 1112 1'I,. Wi. 86282 .93 35 2 i"/,. W,. 86283 1.55 18 2'/2 1"/i. 1 86782 2.70 12 450 Elbow Model 813 Tee - Model 814 Size A B Part 1 Wt. (lbs.) Box Qty. /2 11/s 91,. 86340 .33 150 34 1/i. 3/4 86341 .50 90 1 11/2 13/ti 86230 .85 60 1114 1/4 I 1/,e 86231 1.30 35 1% 1 5/ta 1/,. 86232 1.63 24 2. 1 21/4 1 I/a 86233 12.63 12 21/2 1 211/i. 1 19/i. 86234 4.55 8 Ductile iron Tee Model 814 D B ~_C Ductile Iron Tee - Reducing - Model 815 Size ARCDEF Part# Wt. Lbs. Box Qty. 314X 3/4 i7/2 13he 13ho 11/4 1 'k 5/, 11h. 86235 .46 95 314X 31,x 1 1/,. 1'/,. 1/. 1. 7/, it/ 86755 .68 65 I X V,X 1 VIa 1/. V/, l3/, 13/, 13/,, 86236 .70 55 1 x 31a 1 /a 174 1/,. 1319 she 5/, 13/,, 86756 .63 80 1 X 314X 3/4 1/. 15/,s 1/,. "/i. 3/4 7/, 86757 .68 65 1 X 3/X 1 V/a 1/t. V/a 13f,, 7/6 13/,, 86237 .77 55 1 x 1 x '/a 11/4 11/4 1% 'It, she 86238 .66 65 1 x 1 x 3/4 1% 1I. W1. 'Vi. 7/, 86239 .73 60 1 X 1 X 11/4 1"Iii 1 "Am 1 °h Vhs 1 1 7/, 86240 .97 45 lxi x 11/2 W. i's/i 1'/. V/. 11/, 7/, 86241 1.14 35 VI X 1 X 1/ "I,. 11/4 19!,. 'I. 'Its 1 86242 .81 50 11/4 x 1 x 3/4 1/18 1/. 1 f. 3/4 11/,, V/ti 86243 .90 50 1'I4 X X l'/,. 1'/, 1"/,. 7/, 'IIi. 1 86244 1.03 45 1/4 x X V/4 1/4 111/, if, 1111. I lVi. 86245 1.10 40 1'/ x x 11 2 i/. 113/i 113/,.13A s 1'/. 11/i, 28246 1.43 30 11/4 X 11/4 X 1/ 13/6 13/, 19/,, 1 86247 .87 45 11/4 X UI4 X 314 1/,. 1 17hal 1'!. 3/4 3/4 111,, 86248 1 .98 45 W. X 11/4 x 1°/i. 1W,. 7/, 1. 1 86249 1.10 40 11/4 X 1'/. X UI2 17/. 1/. 11113b. 11 /, 113/i V/i. 86250 1.501 30 1'/4 x V/. x2 21/. 21/. 2 1/,, 1/a 11/. 86251 2.00T 24 V/a x XV. 1/,. 1/i. 1"!,. lts 5/• 11h 86252 .97 40 11/2 X X 3/ 1/a i1• Vi. 3/4 W. 13/ 86253 1.14 40 11/2 X I X I 1/. 1'/a 113/i. 7/, 13/1 li/i 86254 1.14 30 V/a x x 1'/a I "I,. 11 /, V'/,. 1/,. 11/. On 86255 1.52 30 11/a X 1'!. X I1x 1/,. 1/t. V'/,. "li. . /. V/. 86257 1.03 40 1 V x i'/ x 3/4 11/2 1/,4 1/4 3/4 3/4 1/,. 86258 1.10 40 1'/aX 11/4 x l'/. 19/is 113/,. 7/, 7/, 1'/. 86259 1.31 30 11/2 X 11/4 X 2 2/,. 21!. 2 1/,, 1I,. V/4 86260 1.94 20 1'/z X lV2x '/a 1/,. VI,. 111/i. il. 11/i, 11/. 86261 1.14 35 I 'Ia X 1 Vx 3/4 11/2 11/2 1/, 3/ 3/4 13he 86262 1.23 35 I'/aX 1'/zX 1 1" 1'/. 11/. 7/, 7/• 11/. 66263 1.38 30 1 Vx 1'/.x 11/. 1'I,. 113/, 1/. 1'/i. lV, 1/,, 86264 1.50 30 11/2 X 1'/aX 2 2/,. 2/,, 2 On 1/,. 11/4 86265 2.00 20 2 x 1 x2 21/4 1 2 21/4 P/a 16/i. 1 11/2 86266 2.18 15 2 x 11/. x 2 21/4 2'!. 1 2'/ U/a 1'!. 86267 2.31 15 2 xl'/, x '/a i'/a 117hal 1/, 3/4 1'!,. 86268 1.50 30 2 x 1'/aX 3/4 1/. 1'! 1 i'/. 7/, 3/4 1/. 86269 1.61 25 2 X U/aX 1 1/4 1'/. 2 1 7/ 1'li. 86270 1.65 20 2 x 1 '/a x 11/2 21/ti 115/i 2/,. 1/,. iII,. 1/,. 86272 2.03 20 2 x 11/2 x 2 2/4 2/,, 21/4 1,/i 17/is V/a 86273 2.37 15 2 x2 x 'Ia 1V2 11/. 17/s 3/4 3/, 1/,. 86222 1.50 30 2 x 2 x 3/4 16 1'!. 1 '/. /. VI. 86223 1.67 20 2 x 2 x t 13I4 134 2 1 1 1'!,, 86224 1.91 20 2x2x1t/ 17 f. VI. 2Vs VI, IV. 1I,, 86225 2.05 20 2 x 2 x IVa 2 2 23he 11/4 11/4 1 11/2 86226 2.11 15 2 x 2 X 2'/z 2/. 2I. 2/. 1/, l/. 1/,, 86227 3.67 10 21/2X2X 3/4 1/. UI. 2'/. /. /. 1 16 86274 2.22 15 10.M-1A No. 001 No. 003 No. 002 No. 006 90 Elbow 45 Elbow Straight Tee, Cap_______ Aprx. Aprx. Aprx. Thickness Aprx. SIZE Nominal C to E Weight C to E Weight C to E Weight "T" Weight Inches inches Each inches Each Inches Each inches Each Actual mm mm LbSikg mm Lbsikg mm Lbs/kg mm LbsJkg 11/4 - - - - - - 0.82 0.3 42.2 - - - - - - 21 0.1 1½ - - - - - 0.82 0.4 48.3 - - - - -. - 21 0.2 2 2.15 1.7 2.00 1.8 2.75 2.4 0.88 0.6 60.3 70 0.8 51 0.8 /0 1.1 22 0.3 21h 3.00 3.1 2.25 2.2 3.00 36" 0.88 1.0 73.0 76 1,4 57 1,0 76 1,6 22 0.5 76.1 mm 3.00 76 3.30 1.5 2.25 57 .4 1.1 - - - - - 2 - - - 3 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 88,9 86 1.8 1 64 1.4 86 2.4 22 0.5 4 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 114.3 1 102 3.0 76 2.5 1 102 3.9 25 , Li 5 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 83 ' 3.8 124 7.1 25 1.9 6 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 1683 140 8.3 89 5,3 140. 10,3 25 1 2.7 8 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 219,1 173 1 11.6 108 9,3 1/6 17.6 29 5.3 DIMENSIONS to El Aw No. 001 C .-tOE1 mw_ I to No. 002 No. 003 lo No. 006 XJic tauIic An 0 9001 certified company F i reLockm Fittings PRODUCT DESCRIPTION FireLock products com- prise a unique system spe- cifically designed for fire protection services. Fire- Lock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fit- tings. FireLock fittings are designed for use exclu- sively with Style 005 Fire- Lock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conforth to the ratings of Victaulic Fire- Lock Style 005 couplings. VictauIic World Headquarters. P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersvifle Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 610/250-8817 • w.victaulic.com 1539 Rev.0 3101 0 Registered Trademark of Victaulic 0 Copyright 1999 Victaulic Printed in U.S.A. FLOW DATA 1O.03.2A Frictional Resistance Equivalent Feetlrneters of Straight Pipe SIZE _______________ Straight Tee Nominal Inches r Elbow 451 Elbow No. 002 Branch Run Actual mm No. 001 No. 003 2 3.5 1.8 8.5 3.5 60.3 1,1 0.5 2,6 3,1 21h 4.3 2.2 10.8 4.3 13,0 1.3 03 3.3 1.3 76.1 mm 4.5 2.3 11.0 4.5 1.4 0,7 3.4 1.4 3 5.0 2.6 13.0 5.0 88.9 1.5 0.8 4,0 1.5 4 6.8 3.4 16.0 6.8 114.3 2.1 1.0 4.9 2.1 5 8.5 4.2 21.0 8.5 141,3 2,6 1,3 6.4 2,6 6 10.0 5.0 25.0 10.0 168,3 3.0 1.5 7.6 - 3,0 8 13.0 5.0 33.0 13.0 219.1 4.0 1,5 10.1 4.0 i mellow aala listed is Dasec upon the pressure drop of Schedule 4(1 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15. and ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel U Optional: Hot dipped galvanized This product shall be manufactured by Victautic Company. All products Shall be installed in accordance will, current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 10.03 -2 A1QK&Star- *Products & Submittals Fire Pcoøuc;s Division - A Division of Anvil* International. loc. Locate Part No: I ($00) 3C1-2701 Figure: 7000 EPDF Submittal Sheeti Page 1 of 2; Go to Page: 11J12j Figure 7000 Lightweight Flexible Coupling The Figure 7000 U9hrwc19hi Ceupling is designed fat cppticotiris where syslens f!exib;liry is desired. The figure 7000 Lightweight Coupling is opprox.irnotety 30% tighter in weight than the Figure 7001 Coupling. working p oSSurt? ratings shown are for reference only and are base c-n schedule 40 pipe. For the lacst UL/ULC Listed and FM approved p:essure ratings versus pipe schedule see ww.orwils!arco!m or contact your local AnvilSiar Representative. The Figure 7000 Ugheweighi Coupling with a DRI.SEAL' C' Stye, Grade 'E' Type "A gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems when installed .n accordance with NFPA Standard 13 Sprinkler Systems.' 0 - 1cate (;tet 'When oreerirg, ret.r to priiuCt35 FP70174 Housing: Ductile Iron conforming to ASTM A-536, Grade 65-45-12. ANSI Bolts and Heavy Hex Nuts: Heat treated. oval neck track head boils contormtng to ASThI A. 183 Grade 2 with a minimum tensile strength of 110.00 psi and heavy hex nuts of carbon sleet conlomting to ASTM A-563. Boils and nutS are provided Zinc electroplated as standard. Metric Bolts and Heavy Hex Nuts: Heat treated, zinc electroplated cval'ntck track head bolts made of Carbon steel with mechanical properties per ISO 8911- t Class 8.8. Hex nuts and baits are zinc electroplaed followed by a yeflow chrornale dip. Stainless Steel Bolts and Nuts Stainless steel bolts and nufls are also a'.iaitabte. Contact a An''ilStar Rep- resen;atre tar more information, Coatings: J Rust inhibiting lead-tree pint Color. ORAI11GE 4)rtdard) a Hot Dipped Zinc Galvanized (optional) J Other 4Spcity': jIE: RAi3000cr RALgOCOl For other Coaling requirements contact a AjtiIStar Rep-sent-Arm. Lubrication: jSpecifyi i Standard Gn.rilok J Gruiok Xtrente Recommended for dri pipe systems and freezer applicatiaas J Other Srrciii: Gaskets: Materials (specify when ordering) Flesh gap gaSket available Properties as designated in accordance with ASTM D-2000 1 Dfit-SEA1. C° Style Grade "(°. Type A Gasket (ViOII -401 to 1501 (Se:'ce Temperature Raneh•40C to 66 Recommended for wet and thy(OiI Irte air) pipe fire Prot( kier systems. For dr,i pipe systelor. arid freezer applicatia Xlreme Lubricant is required. J Grade E EPOM (Green color code) NSF-61 Certified -40°F to 230°F (Serilce Temperature Range)( -40°C to 11 Recommended for water service. diluted acids, alkalies s oil-fat air and many Chemical services NOT FOR USE IN PETROLEUM APPLICATIONS, J Grade r Nitrile (Orange Color code) 201 to 1801 (Seriice Temperature Range)(-29"C to 82 Recommended for petrolium applications air with oil s'a vegetable and mineral oilS. NOT FOR USE IN HOT WATER OR HOT AIR —I Other_____________ Gasket Type: (Specify) J Standard C Sl',Ie J Flush Gap( 4'- 8' http ://www. anvilstar. com/productslindex.php?group= I &FIG=7000&NM=Lightweight Flex... 2/1/2006 Figure 7400* RigidliteP Coupling IAwAGl Fe dry pp iyil. end Ier OØl'- I.eicn o &n G,4e' Xrrerm',LuQn -qM till VllLdl UhLLlUl AXNALStar- Rfe ProdtjCls O,vis40n A Division of Anvil* IntnaatioaaI. Inc. .(800) 311-2701 Products & Submittals Locate Part No: I Figure: 7400 IPOF Submittal Sheet] Page 2 of 2; Go to Page: ffl [2] 111=1131 FIR, mat. Wk. Rapes of End M tasil 5alait FiGURE EItsIttru,iu.i COUPLING COJ'UNGDMIJI5iON$ COUPLI)IGBOLTS x 1 v Oly Sim in, Aug. jVNtmc fa,mm P$k I Le'y IAimffl ta,1mn !m ?et - 64 4 2 30 45 2 23T5 3C0 329 3' 1- t 2 2 2 3i3 30 2375 NO j.: . j 76.1 207 0-32 tQ2 1,419 44 - Mf05? 413 2R5 ol 2 4 45'3 30 4.7? 0-i s:. 2 30 45 13'?.i 2r.? 31M3 0-54 lfl 235 51 - Mc2. 76 I D 10 S S.551 30 722 0- 6.T, 2 2 3 tO Its" 0-5.4 200 I Fr!26 110 S 8 G525 625 3Ct) zO34 IT25 -- -j-, 11 01i 2 2: [2 2 fl) :3 8') 103 f'3tl: 74110 Gv)'i E' EPCM jb-I is r'jpij l iii ui COMer S1.:)l § - For a1i1j1c.nai 5a1 Trjrq4iiiii1orwl'n se Tectn.cal Dtj $'Co, iJ,liDniI sie see Gru,k C.tc-j st cnUd 3.11 An5W flT'szr,e http://www.anvilstar.com/products/index. php?Group''&FIG=7400&NMRigid1 ite® Coupli... 2/l/2006 Grooved Fittings Tyco Fire Products - www.tycosrooved.com EENTRAL 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - USA Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385 Grooved Piping Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 DGeneral Description QMO See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Technical Data Approvals: UL, FM. and ULC Mots: See Fire Protection Submittal Sheet for exact Listing/Approval information. Maximum Waiting Pressure: 500 and 300 Series: 300 psi 200 Series: see chart on page 3 See specific data sheet for rating of coupling being used. Manufacture Source: Domestic or as noted. Materbl' Cast: Figures: 201,210, 219, 260, 501, 510, 51ODE, and 519 Ductile iron, conforming to ASTM A-536 Grade 65-45-12 Fabricated Steel: Figures: 301, 302, 303, 312, 313, 321, 327, 341 and 350 Carbon Steel, (Sizes 1W - 6" are Schedule 40); (Sizes 8" - 12" are Schedule 30), confoming to ASTM A-53 Grade B Protective Coatings: Non-lead orange paint Hot dipped galvanized conforming to ASTM A-153 fl Ordering Procedure dedng lnformatlan When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Sonlcr. Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and 11 Maintenance The owner is responsible for the inspection, testing, and maintenance of Moir fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and property installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY MADE IN LIEU OFANYANI7 ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRAN71ES OF MERCHANTABILITY AND FITNESS FOR A PARTiCULAR PuRPOSE. No. 18-1.0 200 Sodas: Sher. 1h/4 - 12° Maximum Working Pressure: See chart and specific data sheet for rating of coupling being used. Approvals: UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic or as noted. - Figure Nominal lSiz Rated Pressure (psi) :::s 201 210 219 11/3 500 500 500 76.1mm 300 - 300 4 500 400 500 5 500 500 500 165.1mm 300 - 300 6 400 400 400 8-12 450 450 450 260 11I4-4 500 500 500 76.1 min 300 - 300 5-6 400 400 400 165.1 mm 300 - 300 8-10 450 450 450 12 250 250 250 Friction Resistance 200 Series Fitting, (Expressed as Equivalent Straight Pipe) Elbows Tee Size 90° 45° Branch Run Feet Feet Feet Feet Inches mm Meters Meters Meters Meters T 4.8 1.9 42.2 0.6 0.3 1.5 0.6 1½ 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 2½ 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 761 00 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 1 2.0 1.0 5.0 2.0 20.5 82 141.3 2.5 1.3 6.3 2.5 165 1 "" 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 8.1 3.0 15.1 6.1 Figures 201, 2109 219 and 260 1.-.---CtoE -. Ci rtt_j Figure 219 219 -E3-- I] Figure 260 Figure 201 Figure 210 Figure 219 Figure 280* 450 Elbow 90° Elbow Tee End Cap - Nominal c to Appx. WI. CIaE Appx. wt c to E Appx. WI. E to E Appx. WI. Size Inches Lbs. ncs Lbs. Inches Lbs. Inches. Lbs. Inches mm Kg. tnsn Kg. sian Kg. mm Kg- 1.75 d 0.9 2.75' 1.0 2.75' 1.4 0.4 1 ' 44.5 0.4 :69.9 0.5 69.9 0.8 22.4 0.2 1•75d 1.1 2.75' 1.2 2.750 1.8 0.88' 0.6 44.5 0.5 ::gg.g 0.5 69.9 0.8 2.2.4 0.3 2.00° 1.8 3.25' 2.0 3.25' 2.7 0.9 2 50.8 0.8 V82.8 0.9 82.8 1.2 T sil T 22.4 0.4 2.25' 2.2 :3,T5' 3.0 3.750 5.8 I 0.9 2'Is 572 10 953 14 953 26 224 04 2.25' 2.2 .- 3.750. 3.0 3.75' 5.8 1.1 76.1 mm 572 1.0 1.4 95.3 2.6 23.9 0.5 2.50' 3.5 4.2' 4.5 4.25' 7.0 0.88' 11 63.5 1.6 :f08.O 2.0 108.0 32 22.4 0.5 3.00' 5.2 5O.: 8.5 5.00' 11.8 1.00' 2.6 78.2 2.4 V27O 3.9 127.0 5.4 25.4 12 8.5 13.5 5.50' 17.0 I.Ood5.0 8.2.6 3.9 .39J. 6.1 139.7 7.7 25.4 2.3 3.50' 12.0 ;6.5... 18.5 6.50' 26.0 7.5 165.1mm 5.4 8.4 165.1 11.8 25.4 3.4 12.0 18.5 6.50' 26.0 T5 7.5 6 88.9 5.4 :-j- 8.4 165.1 11.8 25.4 3.4 T 23.0 36.5 7.75' 45.0 1.19' 12.8 8 108.0 10.4 19 18.6 196.9 204 30.2 5.8 4.75"' 31.0 .. 60.0 9.00""" 72.1 1.257-20.0 10 120.7 14.1 272 228.6 32.7 31.8 9.1 5.25"' 40. 0 67.0 10.00""° 92.5 1.250 36.0 12 133.4 l8.1 :oL 30.4 254.0 42.0 31.8 1 18.3 d - These fittings era available in domestic ductile iron. - These sizes can also be ordered in the Figure 110 which is cast ductile iron purchased from a foreign supplier. The sizes can also be ordered In the Figure 111 which is cast ductile iron purchased from a foreign supplier. - These size, can also be ordered in the Figure 120 which is cast ductile iron purchased form a foreign supplier. - Sizes 1½" thru 12 Figure 260 Ersl Caps are available with W and V tap plug. Pi e Dimensions - Net O.D. Takeout center to End Size Outlet WI. A 8 C D Inches Npr Inches Inches Inches Inches Lbs. - Inches mm mm mm mm 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 1.900 1.25 1.75 1.89 0.77 1½ 'A 48.3 31.8 44.5 48.0 0.3 - 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 - 1.25 1.75 1.89 0.92 A 31.8 44.5 48.0 0.4 2.375 - 1.25 1.75 1.89 0.92 2 '/i 60.3 31.8 44.5 48.0 0.4 - . 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 - 1.47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 - 2.875 1.47 1.97 1.89 1.28 2½ ½ 73.0 37.3 50.0 48.0 0.6 - 1.37 2.00 2.02 1.50 .1 34.8 50.8 51.3 0.7 - BSP threaded outlets are avistabie upon request. c to iL Figure 201 Cs C Figure 210 ADACAP® Patented Sizes: 11I2, 2° and 2'!2" Maximum Working Pressure: 300 psi: Approvals: UL, FM, and ULC Nets: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic -3- Figures 501, 60, 519 and 51 ODE Slzes 11/4"- 8" Maximum Waiting Pressure: 300 psi: See specific data sheet for rating of coupling being used. Approvals UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic CME CiDE [L CM E-4 Figure 501 Figure 510 CI DE LH :(KEJE Figure 519 Friction Resistance 500 Series Fittings as Equivalent Straight Pipe) _(Expressed Elbows The Size 90" 45" Branch I Run Inches Feet Feet Feet Feet mm Meters Meters Meters Meters 1 1.9 1.0 4.8 1.9 42.2 0.6 0.3 1.5 0.8 1½ 2.3 1.2 5.8 2.3 4&3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 2½ 3.9 2.0 9.8 3.9 73.0 12 0.6 3.0 1.2 - 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 15 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 1 4.0 2.0 1 10.0 4.0 Figure 501 Figure 510 Figure 519 45" Elbow 900 Elbow Tee Nominal C to E Appx. WI. C to E Appx. WI. C to Appx. WI. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches mm Kg. mm Kg. mm Kg. 1.75 0.8 2.75 1.0 2.75 1.4 1/. 44.5 0.4 69.9 0.5 69.9 0.6 1.75 1.0 2.75 1.4 2.75 1.8 1'h 44.5 0.5 69.9 0.6 69.9 0.8 2.00 1.3 3.25 1.8 3.25 2.6 2 50.8 0.6 82.6 0.8 82.6 1.2 2.25 1.9 3.75 2.7 3.75. 3.9 2'12 572 0.9 95.3 1.2 95.3 1.8 2.50 2.6 4.25 3.7 4.25 5.4 63.5 12 108 1.7 1080 2.4 3.00 5.0 5.00 7.0 5.00 10.1 762 23 127 3.2 127.0 4.6 3.50 8.6 6.60 13.4 6.5 18.8 8 88.9 3.9 165.1 6.1 165.1 8.5 4.25 17.2 7.75 26.3 7.75 36.3 8 108.0 7.8 196.9 11.9 196.9 16.5 Ii} Figure 510DE Figure 350 Figure 5100E 90" Drain Elbow Nominal C 1T A B Appx. Wt. Size Inches Inches Inches Lbs. Inches mm mm mm Kg. 3.75 2.00 2.75 2.7 2'/2 95.3 50.8 69.9 1.2 4.25 2.34 2.75 3.7 108.0 59.4 69.9 1.7 5.00 2.85 2.75 7.0 127.0 72.4 69.9 3.2 5.50 3.38 2.75 13.0 gj 85.9 69.9 5.9 6.50 3.92 2.75 13.4 6 165.1 99.6 69.9 6.1 7.75 4.95 2.75 26.3 8 196.9 125.7 69.9 .11.9 300 5r1es Slzes - 12" Maximum Woddal Pressure: 300 psi: See specific data sheet for rating of coupling being used. Apprevafa UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Usting/Approval information. MauuTacture Source: Domestic Figure 350 Figure 350 1'I?.6" 8"- IT i - EteE.EtoE ffN Figure 350 Concentric Reducer - Grooves Groove Nominal E to Appx. WI. Nominal E to E Appx. Wt. Nominal EtoE Appx. WI. Nominal E to Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. Inches mm Kg. 2.50 1.0 3.00 2.3 öö 6.0 5.00 10.8 21h x 1'Io 63.5 0.5 4 x2" 78.2 1.0 6 x 21/2 101.6 4.00 8 2.7 x 6" 127.0 4.9 2.50 1.3 3.00 2.3 6.0 21.9 2'lrxl'Iz 63.5 0.6 4x2112" 78.2 1.0 6x3" 101.6 2.7 . 10x4 152.4 10.0 2.50 1.2 3.00 2.6 5.9 21.6 2112 x 2 63.5 0.5 453* 78.2 1.2 8x4" 101.6 2.7 10x5 152.4 9.8 2.50 1.3 3.50 4.6 4.00 5.8 T 21.1 3x 1114 63.5 0.6 5511/r _______ 88.9 2.1 6x5" _______ 101.6 2.6 10x6" 152.4 9.6 2.50 1.3 3.50 4.6 T 12.2 T 19.5 351112 63.5 0.8 5x2 88.9 2.1 8x2 127.0 5.5 lOsS" 152.4 8.9 2.50 1.3 3.50 4.5 5.00 12.1 7Ô 28.0 3x2 63.5 0.6 5x2'Ir 88.9 2.0 852'I2 127.0 5.5 12x4 177.8 12.7 2.50 1.5 3.50 4.4 5.00 12.0 7 30.0 352'12" 63.5 0.7 5*3 88.9 2.0 853 127.0 5.5 12*6 177.8 13.6 3.00 2.2 3.50 4.5 5.00 11.9 7.00 28.0 4*1'!. 76.2 1.0 554* 88.9 2.0 8x4" 127.0 5.4 12x8" 177.8 12.7 3.00 2.3 4.00 6.0 5.00 11.3 7.00 33.0 4x 1112 76.2 1.0 8 x 2" 101.6 2.7 127.0 5.1 1 12*10 177.8 15.0 " - These sizes can also be ordered in the Figure 150 Gmoved Concentric Reducer which is cast ducrie iron purchased from a foreign supplier. -2. Figures 301, Figure 312 Figure 313 Elgura 327 Figure 341 302, and 303 22112* Elbow '/.° Elbow Croesc 150 Lbs. Adapter Nipples - Flange Adapter Nominal TIT Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Appx. Wt. E to E Appx. Wt Size Inches Lbs. Inches Lbs. Inches Lbs. tnch Lbs. Inches Lbs. Inches mm Kg. mm Kg. mm Kg. àn Kg. mm Kg. 4.00 0.8 1.75 0.4 1.38 0.4 2.75 2.0 4.00 2.8 11/4 101.6 0.4 44.5 02 35.1 02 69.9 0.9 101.6 1.3 4.00 0.9 1.75 0.5 1.38 0.5 2.75 2.2 4.00 3.2 1/2 101.6 0.4 44.5 02 35.1 02 69.9 2.0 101.6 1.5 4.00 1.2 1.88 0.6 1.38 0.6 3.25 2.7 4.00 5.2 2 101.8 0.5 47.8 0.3 35.1 0.3 82.6 1.2 101.6 2.4 4.00 1.9 2.00 0.7 1.50 1.1 3.75 5.0 4.00 8.0 2/2 101.6 0.9 50.8 0.3 38.1 0.5 95.3 2.3 101.6 3.6 4.00 2.5 2.25 1.4 1.50 1.2 4.25 7.1 4.00 10.2 101.6 1.1 57.2 0.6 38.1 0.5 108.0 3.2 101.6 4.6 6.00 5.5 2.63 2.4 1.75 2.2 5.00 11.9 6.00 17.2 152.4 2.5 66.8 1.1 44.5 1.0 127.0 5.4 152.4 7.8 6.00 7.4 2.88 4.1 2.00 3.3 5.50 17.1 6.00 21.4 152.4 3.4 732 1.9 50.8 1.5 139.7 7.8 152.4 9.7 6.00 9.5 3.13 5.6 2.00 4.6 6.50 27.5 6.00 26.0 6 152.4 4.3 79.5 2.5 50.8 2.1 165.1 12.5 152.4 11.8 6.00 14.2 3.88 11.1 2.00 8.7 7.75 47.0 6.00 38.4 8 152.4 6.4 98.6 5.0 50.8 3.9 196.9 21.3 152.4 17.4 8.00 27.0 4.38 14.0 2.13 9.1 9.00 68.0 8.00 65.0 10 203.2 12.2 11.3 6.4 54.1 4.1 228.6 30.8 203.2 29.5 T 1203-21 33.0 4.88 22.0 2.25 16.7 10.00 107.0 8.00 91.0 12 15.0 124.0 10.0 57.2 7.6 254.0 48.5 203.2 41.3 Figure 301 Figure 302 - r- - Figure Ll 303 C to Figure 312 C OE LL- Figure 301, 30k 3 303, 3123 3139 327 and 327 Figure C 313 1* iI-J CtoC Figure 341 ..-CtoE ME Figure 321 Figure 321 Figure 321 Reducing Tee Nominal C to Appx. Wt. Nominal CtoE Appx. Wt Nominal CtoE Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. 1'I2X11!251'I4 3.25 2.0 5x5x2 14. 5 8x8x6 7.75 37.0 82.8 0.9 139.7 8.8 196.9 18.8 2 x 2 5 1112* 3.25 2.7 5x552'/2 5.50 14.8 10x10x2 57.1 82.6 1.2 139.7 6.7 228.6 25.9 2'/2x21/2 X1'/l 3.75 4.2 5x5x3 ö• 15.2 l0xlox3 57.4 95.3 1.9 139.7 6.9 228.6 26.0 2'/,x2'/251'/2 1 75 4.2 5x5x4 5.50 15. 8 10x10x4 i: 57.6 95.3 1.9 139.7 7.2 228.6 26.1 2'/2X2'/2X2 3.75 4.3 6x6x2 T 26.5 l0xlox5 T 57.8 95.3 2.0 165.1 11.9 228.6 26.2 3x3x1'I2 4.25 5.3 6x6x2'I, 6.50 26.5 10x10x6 9.00 58.0 108.0 2.4 165.1 12.0 228.6 26.3 4.25 5.5 T 26.5 Tö 58.4 3x3x2° 108.0 2.5 6x6x3 165.1 12.0 10x10x8 228.6 26.5 3X3x2112 4.25 5.8 6x6x4' 26.6 12x12x3 80.2 108.0 2.6 165.1 12.1 254.0 36.4 4x4x1'/4 5.00 9.8 6x6x5 6.50 27.0 12x 12x4 80.5 127.0 4.4 165.1 12.2 254.0 36.5 4x4xU/z 5.00 9.9 8x8x2 7.75 38.2 80.7 127.0 4.5 196.9 16.4 254.0 36.6 4x4x2° 10.1 8x8x3 7.75 36.5 10.00 80.9 127.0 4.6 196.9 16.6 _254.0 36.7 4x4x2'Iz T 10.3 8x8x4 7.75 36.6 Tö E12 91.4 127.0 4.7 196.9 16.6 _ 254.0 41.5 4x4x3 5.00 10.5 8x8x5 7.75 36.8 iT 91.8 1270 4.8 0 ___________ 196.9 16.7 _ 254.0 41.6 - i nose sties can also go uroarso in ow r,wo IC I WIIWiI iu Ii UUt4i lIMIT UlT.lTC%i iI%IT.I C IITCTWIT CPpSCCT. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the Installation Instructions (IH-1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. tolo CEH112-IWCO1PAU1 tqco/Row Control/ Tyco Fire Pmducts Printed U.S.A. 3-02 Special Notes Engineering Note In 1996 the screws listed by UL were tested in plate steel that measured .188 and .118. Subsequent testing was done for purlin applica- tions on May 5, 1997 using .037 or 20 gauge steel. Metric Sizes Sammy Super ScrewsTm and SidewindersTm are available to hang metric threaded rod (6mm, 8mm, and 10mm) or bolt stock. Sammy Nut Drivers Special nut drivers were designed to be used with the Sammy Super ScrewTm anchoring system. When the appropriate nut drivers are used for installation the driver spins free on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. See installation procedures on pages 18 and 19. Stainless Steel Screws For standard stainless steel inventory, refer to pages 10 and 11. Additional screws can be made with mild screws and stainless steel heads. Please call 888.773.0001 for additional information. Steel Screws Due to variations in hardness of certain metals, it should be noted our self-drilling screws for steel will experience different drill rates. 500-1500 RPM drill speed should be tried. Resulting drill chips should not be blue in color. Residual drill chips that are blue in color indicate the drill RPM level is too high. Vibratory Environments For attaching or anchoring in high vibratory environments, special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. TJI Joist I Truss Truss manufacturers vary installation recommendations for TJI joist. Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy (1ST 20 can be installed into the center of the lower cord of a TI!. Penetration of the upright center web is permitted by some joist manufacturers. Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot 1/8" smaller than root diameter of fastener. Consult table below: Model Root Diameter Hole Size GST2O 0.182 1/8" CT 25-380 0.280 7/32" SWG20 0.182 1/8" SWG25-380 0.280 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers and wood bits are available for pre-drilling. NFPA Requirements Sammy screws noted with NFPA under "Approvals" column meet NFPA requirements. Check with local Authority Having Jurisdiction to confirm application and usage. UL Listings I FM Approvals UL and FM reports are available at www.SamrnySuperScrew.com CAD Drawings Cad Drawings are available and can be downloaded at www.SammySuperScrew.com Page 3 WOOD —Sidewinder-'s Use #145W Nut Driver (Item #101) Hem # J Model Shk Lgth Shk Dia Actual I I I Box Qty I Case Qty Shear/Pullout I (per 100) 4016 ISWG100l 1 1/4 J 100 7.50 1000 300 ISWG200I 2 1/4 1725#-Fir 100 8.00 1000 Iw•Is] I RodU: flu wn H lli&1 immi the #I4SW Nut Driver Approvals Item# Model SbkLgth Shk Die ULTest Leadib. I UI/fM I t Pij Size Actual Shear/Pullout I I Box Qty Weight (per 100) 18 SWG10 1 1/4 100 6.00 ULNFPA 19 SWG2O 2 1/4 1250# 3 1725#-Fir 100 7.00 UL.NFPA * 26 SWG25-380 2 1/2 3/8 1500# I 4 2249# - Fir 50 10.25 25 JSWG30 3 1/4 1 1 150 1 8.50 [Installation per NFPA 13 Floorjolst r TJI Joist! Truss Consult truss manufacturer for recommended installation point. *Pre-drilling may be required for kern #2& Tools available on page 9. Not lass than 2" nominal width (1112") up to S 112" pipe; not less than 3" nominal wIdth 4" & 5" plps < > Minimum 2112" from bottom for branch lines. Minknum2"froin bottom for main lines. Exception: I This requirement shall not apply to 2"orth0ckernallln9 slripsfestlng SHEETROCK -Toggle 't"ofstmlb"m& 1: • • Use #14 Nut Rodrini&i rwrim Driver (Item #100) Item # Model Shk Lgth Shk Die J Actual Pullout Box Qty I Weight Case Qty (per 100) 71 SST300 3 114 450# Lath & Plaster 50 12.00 J 500 404# 2 Layers 5/8 Rock i: i I rmuim Use #14 Nut Driver (Item #100) Item # J Model Shk Lgth Shk Dia I Actual Pullout [Pkg Qty J Weight I Case Qty (per 100) u 70 IssT30 J 3 1/4 450# Lath & Plaster 50 12.00 J 500 404#2 Layers 5I8Rock Note: Screws mug be installed with oppropriote nut driver to comply sot warranty Page 5 #14 Nut 71t,20 Drher (Iteni#100) m# Model Shk Lgtb Shk Dia Box Qty Weight (per 100) Case Qty GST.750 3/4 114 100 4.75 1000 21 tST 100. 1 1/4 100 5.00 1000 22 GST200 2 1/4 100 6.50 1000 23 IGST300 1 3 1 1/4 1 100 1 7.50 1000 24 IGST600 1 6 1 1/4 1 50 1 9.00 1 500 WOOD - Sammys I 0sn111100431ath) sanvnysll4" 3.fr rod the #14 Nut Driver (hem #100) Aicroals Item # Model Shk Lgth Shk Die FM Test Load,lb. ULTest Ieadlb UIJFM Actual Pipe Size Pullout Box Qty 10 GST.75 3/4 1/4 564#-6Ply 100 NFPA 11 GST10 1 1/4 2104 - 7/16 OSB100 6704 -3/4" Ply UL.FM41PPA 12 (T20 2 1/4 940# 8504 3/4-2 1/2 17604-Fir 100 UL-NFPA * 27 GST25-380 21/2 3/8 15004 4 2113# - Fir— 50 ULPM.NPPA 13 (T30 3 1/4 14754 1500# 3/4-4 20604-Fir 100 NPPA 403 GST40 4 1/4 21804-Fir 50 NFPA 14 GST60 6 114 1 1 1 22304-Fir 50 i #I4SW (Uem#101.md) Sldowkidsrs& Samiiys llzrcd the #145W Not Drher (Item #101) Item 4 Model Shk Lgth Shk Dia Actual Pullout Box Qty Weight Case Qty 8 GST2 2 1/4 17604-Fir 50 7.00 500 *06 T2-5-380 21/2 3/8 21134-Fir 50 10.00 500 15 GST3 3 1/4 2275#-Fir 50 10.50 500 16 GST4 4 1/4 21804-Fir 50 1 10.60 500 17 IGST6 6 1/4 22304-Fir 50 1 10.95 1 500 Not less than ?nomlnal width <(1112w) TJI Joist! Truss Consultt,us. manufacturer for recommended installation point. *prriffmg may be required for items #27 and #06. Tools available on page 9 ~j J q Wood Joist ii Double Sheetrock Ceiling Minimum 2" lmbedment Into base material for NFPA 13 compliance Farvwtical use. Install In center of lowsrf.cs. UL Listings and CAD Drawings are available at www.SammySuperScrew.com TOTL C 0 INCORPORATED CORONA, CA.(714) 737 65 FIG. 120 "U" HANGER Size Range - 3/4 thru 8 inch pipe. Material - Carbon Steel Function - Used to support piping from wood beams where no contraction is expected. U s e d extensively in automatic fire sprinkler system s . Approvals - Meets or exceeds the requirements of National Fire Protection Association (NFPA), Pamphlet #13. Finish Plain, Electro-Galvanized, HDG, and Stainless Steel. Order By - Figure number, pipe size, length, and finish. PIPE FASTENER MA REC. SIZE A SIZE LOAD LBS.tm 16x2 . 250 1 5/16 16x2' 250 1-1/4 5/16 16x2* 250 1-1/2 5/16 16x2 250 2 5/16 16x2* 250 2-1/2 3/8 3/8x2-1/2' 320 3 3/8 3/8x2-1/2** 320 31/2 3/8 3/8x2.112** 560 4 - 3/8 1/2x3 560 5 V 1/2 1/2x3 560 61/2 1/2x3** 760 1/2 5/8t3 1120 'Drive screw ***With minimum Lag bolt safety factor of S. Fastener schedule per NFPA. LEI (SPI FIG. 12OMJ MUTT & JEFF "U" HANGER Size Range - 3/4 thru 8 inch pipe. Material - Carbon Steel Function - Same as Fig. 120. The Mutt& Jeff is used when the wood beam is on a diag o n a l . Finish - Plain, Electro-Ga)vanized, HDG, and Stainless Steel. Order By - Figure number, pipe size, side lengths, and finish. Fig. 200 - "Trimline" Adjustable Band Hanger Size Range - 1/2" thru 8' pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21/2 thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed, Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200WON. Order By - Figure number and pipe size MO - Dimensions 'Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3/9 2(, 400 11 3/4 3/8 8mm or 10mm 31/, 21I2 400 11 1 3/8 8mm or 10mm 33/s 2s/e 400 12 3/8 8mm or 10mm 33/4 2/, 400 13 1/2 3/8 8mm or 10mm 37/s 2I, 400 14 2 3/8 8mm or 10mm 4 /2 3 400 15 212 3/8 10mm 55/, 4'/ 600 27 3 3/8 10mm 57/8 4 600 29 3/2 3/8 10mm 73/i 5114 600 34 4 3/8 10mm 73/s 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 10/8 W/4 1250 73 8 1/2 12mm 13'/, 8314 1250 136 oflicelManutacairing Facility . 31 Av Cçi.i. CA 92279 • Ph 951 /31 99 • rai 901 /3/ 033/) Customer Service • 200 M3,5266 v,wwtolca corn Ul¼. 1F FIG. 70S I-I-J Fig. 70 - Steel Rod Coupling Fig. 70R - Steel Reducing Rod Coupling Fig. 70S - Short Pattern Steel Rod Coupling Fig. 71 - Steel Window Rod Coupling Size Range - 1/4" thru 11/2" rod Material - Carbon Steel Function Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish - Electro-Galvanized Note - Available in HDG finish or Stainless Steel materials. Fig. .70 Dimensions 'Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./1 00 1/4 7/8 240 2 5/16 1I4 300 13 3/8 1/4 610 11 1/2 1/4 1130 11 5/8 2'/a 1810 16 3/4 214 2710 27 7/8 2'/ 3770 57 1 2h 4960 70 1/8" 1 /2 - Consult factory for specifications Fig. 70R Dimensions 'Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 3/8x1/4 1 240 . 4 1/2x3/8 11/4 610 7 5/8 x 1/2 1/4 1130 14 3/4 x 5/8 1/2 1810 21 7/8 x 3/4 1/4 2710 40 Fig. 70S/Fig. 71 Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./1 00 3/8 i/a 610 4 1/2 1/4 1130 6 For rod sizes 5/8" to 1' - consult factory OFFICEIMANUFACTURINGFACILI1Y . l;/;AMpso\I ,\V[ .COP,O•i\ CA C279 .pn 9ii I3Ib9q lAX 91 1/0330 CUSTOMER SERVICE . 52C6 www.tcico.m Fig. 98 - Rod Stiffener Size Range - Secures 3/8 thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load. soacing and Diacement information relating to OSHPD prolects. olease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Component of State of California OSHPD Approved Seismic Restraints System Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 3/8' thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions 'Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8' thru 7/8' rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1/ 8000 7140 360 1 /2 11630 10370 510 OFFICE/MANUFACTURING FACILITY. 131 SAMPSON AVE . r730`7f CA 92319. Pit 957 7i 5599 • lAX 951 137 0330 I CUSTOMER SERVICE. 300 730 5200 - wwwtolco.conl Fig. 65 Patent #4,570,885 Fig. 65 Dimensions 'Weights Rod Size Max. Rec. Approx. A B C 0 E F Load Lbs. Wt./100 3/8 1/6 3/4 1 7/16 1 610 28 1/2 11I2 3/4 1 9/16 1114 1130 55 5/8 1 '/2 3/4 1 9116 V/4 1130 55 Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions 'Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs. Wt./100 3/8 1 1/4 1 7/16 1 610 2.8 1/2 1 '/z Ill. 1 9/16 1 V. 1130 55 5/8 1 /2 ill. 1 9/16 17. 1130 55 Max. loads for clamp with set screw in up or down position. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 1/4" Throat Openings Component of State of California OSHPD Approved Seismic Restraints System Size Range - (Fig. 65 and Fig. 66) 3/8', 1/2" and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 1hI. (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HOG finish. Order By - Figure number, rod size and finish OFF ICE/MANUFACTURtNGFACILITY . 13/5 AMPSO"l AVE . COF/OJI. CA 92/9 . pu I gsi ni n99 • rA si nuo:no CUSTOMER SERVICE . (J(/ j'j w,,w.lo!cowm Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8" thru 7/8° rod by 4" thru 16' length.* Function -To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog aoroved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note -Minimum return on Strap: 1". Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify Longer lengths are available, consult factory. Component of State of California OSHPD Approved Seismic Restraints System OFFICE/MANUFACTURING FACILITY 1375 SAMPSON AVE . C000JA, CA 92270. P11. 951 137 5529. FAX .95113/0330 CUSTOMER SERVICE. COO 126 5266 wwwtoIco.m P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org SWAY BRACE ADAPTER WIDE FLANGE / I-BEAM SIZE RANGE - 112" Rod. MATERIAL - Carbon Steel. LISTINGS - c®us EX 2625, EX 2551 Listed only for use with other AFcO1Y bracing products. OSHPD pridin. PATENT - No. 6,334,285 FUNCTION - Sway brace adapter used to attach an AFCON sway brace assembly to a wide flange or I-Beam steel structural member. To provide a point of connection when drilling is not allowed or impractical. Also can be used to attach to a steel web joist with a formed top cord. (See Drawing) INSTALLATION - Per NFPA-I3. Per drawing. insert 1/2" x 1" attachment bolt into 086 bracket. Install 1/2" threaded studs thru both brackets and engage on steel flange. Assemble nuts on studs and tighten. Install nuts finger tight. then additionally tighten Y turn or torque to 401t. Lbs. Attach AFCON sway brace assembly on 1/2" bolt. On steel web joist with formed top cord install within 6" of the panel points. 1/2" threaded studs and fasteners furnished by customer. FEATURES * UL load ratings at 300 thru 900 horizontal: Perpendicular to beam - 2015ff Parallel to beam - 1265ff * Universal, any flange width having thickness of 1/4" thru I 1/4'. Studs capture head of bolt, providing hold back. * Alternative to center loading beam clamp. U L listed hanger attachment for 8" pipe. ORDERING - Part 4 and finish. 6/0 (01 Component of State of tIifi SHOWN WITH FIG, 980 BRACE FITTING TO PIPE BRACE (ACROSS BEAM) SHOWN WITH FIG. 980 BRACE FITTING TO PIPE BRACE (ALONG BEAM) Fig. 800 - Adjustable Sway Brace Attachment to Steel Size Range - 4" thru 18" beam width Material - Carbon Steel Function - Seismic brace attachment to steel. Features -This product's design incorporates a concentric attach- ment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present struc- tural issues. Comes completely assembled ready for installation. The Fig. 800 must be used with one of the TOLCOTM Fig. 900 series brace fittings (ordered separately). Installation Instructions - Tighten set bolts against flange until bolt head breaks off. Tighten hex head bolts into clamp body until lock washers are fully flat. Application Note - Allows bracing in either lateral or longitudinal direction. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. Important Structural Note: TOLCO Steel Fig. 65/66 components were used during structural test- ing and are required to achieve the listed results. Malleable iron com- ponents must never be substituted because of their serious potential for fracture and failure. Dimensions • Weights Max. Design Loads/Lbs. Flange Thickness Along Across Size Max. (In.) Beam Beam 1 3/4 1265 2015 2 11/4 1265 2015 Dimensions • Weights *Max. Design Loads/Lbs. Fits Beam Along Across Size Range (In.) Beam Beam 1 4-6 1265 2015 2 6-8 1265 2015 3 8-10 1265 2015 4 10-12 1265 2015 5 12-14 1265 2015 6 14-16 1265 2015 7 16-18 1265 2015 Office/Manufacturing Facility. 1370 S;wlp5on Ave • Comm. CA 927/0 Ph 901 /3/ 099 1a 001 131 0330 Customer Service . 800 700 0200 v.wwluka corn Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCOTM Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions - Install Fig. 4A Pipe Clamp on pipe to be braced. Attach Sway-Brace Fitting to 1/2" Clamp bolt (Sway-Brace Fitting to be on out- side ears of clamp). Tighten securely. (mm. torque requirement - 50 ft. lbs.) Sway Brace Assemblies are intended to be installed in accordance with NFPA 13 and the Manufacturers Installation Instructions. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish scs Component of State of California OSHPD Approved Seismic Restraints System II I Fig. 4A - Longitudinal Brace Fig. 4A - Brace Dimensions • Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load Wt./100 4 812 9/16 3 /a 3"/ 1/2 2015 221 5 . 9/ 9/16 3I8 4l 1/2 2015 253 6 11 /2 5/8 5 5'I8 1/2 2015 513 13/4 - 3/4 6"I Vs 1/2 2015 OFFICE/MANUFACTURING FACILITY. 1375 SAMPSON AVE CORONA CA 92219 p 737 bbCj9. 90 1310330 CUSTOMER SERVICE . 200 i2C 20C www.toko.cran 601 r-- 27 Maximum Design Load 1' thru 4" pipe size —2015 lbs. 6" size - 1265 lbs. Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40.* Pipe size used for bracing: 1" and 11/4" Schedule 40 IPS. Component of State of California OSHPD Approved Seismic Restraints System * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1000 is used in conjunction with a TOLCOTm Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* orTOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Can be used to brace Schedules 7 thru 40 lPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace with Fig. 907. All steel construction eliminates structural deficiencies associated with casting type sway brace fittings. Comes assembled and individually packaged with illustrated installation instructions sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Important Note —The Fig. 1000 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 1000 must be used only with other TOLCO bracing products. Main Office/Manufacturing Facility. 13mSanp,onkc . Ceretia. C,\ 922;9 -Ph 009 73/ 5b99 Ivx 009 73 0030 'I Customer Service . 999 75/ 2G6 wwwtolcaa,m Longitudinal Brace Fig. 4L Longitudinal "In-Line" Sway Brace Attachment Size Range - 2 Y2"through 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2 /2" through 8". Installation Instructions - Install Fig. 4L on the pipe to be braced. Tighten bolts on ears of clamp securely. Insert brace pipe in swivel jaw and tighten set screw until head breaks off. Sway brace assemblies are intended to be installed in accordance with NFPA 13 and the manufacturer's installation instructions. Finish - Plain Note - Available in electro-galvanized and HDG finish. Order By - Figure number, pipe size and finish. Important Note - The Fig. 4L is precision manufactured to perform its func- tion as a critical component of a complete bracing assembly. To ensure per- formance, the UL Listing requires that the Fig 41 must be used only with other TOLCO bracing products. Dimensions • Weights Bolt Max. Rec. Approx. Sizes A C D Size Load Lbs. Wt./100 21/2 6'I, 21/2 2I4 1/2 2015 253 3 7 23/4 31h 1/2 2015 268 4 81/ 3 /a 3I/,, 1/2 2015 348 5 93/4 37/s 43/5 1/2 2015 380 6 11/2 5 51/ 1/2 2015 640 8 131i 61 /,e 61/ 1/2 2015 728 4-Way Riser Brace (Plan view) Transverse Brace Brace OFFICE/MANUFACTURING FACILITY. 1315 SAMPS0I AVE •C0rO:VA. CA 92219• P11 951 fl15.599 • lAX 951 13/0330 S CUSTOMER SERVICE• 200 129 5206 vwwtoicacom Component of State of oved item H SCS Fig. 909 - No-Thread Swivel Sway Brace Attachment Size Range - 1" bracing pipe. For brace pipe sizes larger than 1", use TOLCO Fig. 980. Material - Carbon Steel, hardened cone point engaging screw Function -The structural component of a sway and seismic bracing system. Features -This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. All steel construction eliminates deficiencies associated with malleable type attachments. Fastener can be mounted to all surface angles. Application Note - The Fig. 909 is used in conjunction with the TOLCO Fig. 1000, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intended to be installed in accordance with NFPA 13 (or TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufacturer's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accor- dance with NFPA1 3 and/or OSHPD. Installation - Extend bracing pipe through opening. Tighten cone point engaging screw until head bottoms out or minimum torque 23 ft.-lbs. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, soacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish -Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. Important Note -The Fig. 909 is precision manufactured to perform its function as a critical component of a complete bracing assembly. Sway brace assemblies are intended to be installed in accordance with NFPA13 and the manufacturer's installation instructions. To ensure performance, the UL Listing requires that the Fig. 909 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. -- Dimensions • Weights Max. Design. Max. Design Load Approx. Pipe Size A B H* Load Lbs. Lbs. wlWasher Wt./100 1 6 1 5/a 17/32 2015 2765 91 Available with hole sizes to accommodate up to 3/4 fastener. Consult Factory. OFFICE/MANUFACTURING FACILITY 131 AMPSO' AVE . C(J1i0$A. CA 92SIS - Pt I 9b1 131 9P • rAX 36 I 73103X, CUSTOMER SERVICE . jo, www.W!cacam Fig. 980 - Universal Swivel Sway Brace Attachment Size Range - One size fits bracing pipe 1" thru 2', TOLCO 12 gauge channel, and all structural Component of State of California OSHPD Approved steel up to 1/4' thick. Seismic Restraints System Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attach- ment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. Fits multiple sizes of bracing pipe, strut or structural steel. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Application Note - Install per NFPA 13 and/or TOLCO State of California (OSHPD) Approved Seismic Restraint Manual. Installation - Place bracing component into jaw fully and tighten bolt until head breaks off. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note —The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. Important Note -The Fig. 980 is precision manufactured to perform its function as a critical component of a com- plete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 980 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions 'Weights Max. Design Approx. A B H Load Lbs. Wt./100 5/. 1'I 17/32 2765 132 Available with hole sizes to accommodate up to 3/4 fastener. Consult factory. OFFICE/MANUFACTURING FACILITY • 13/0 SAMPSON AVE •0000NA. C,\ 9279 P1 90/ 13/ 00//9 •IAX 901 13/0:30 M CUSTOMER SERVICE • 009 //03 52/30 www.toca cam ,Angle Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F16 Bronze Angle Valves are designed for general service as shut-off, throttling, or drain valves. The Central Modal F16 Bronze Angle Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. \ The Central Model Fl 6 Bronze J Angle Valves are of cast bronze construction strictly In accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The hand wheel Is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-I 26, Class B Standards. The Central Model F16 Bronze Angle Valves are rated with cold water at 200 psi (13.8 bar), non- shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F1 Bronze Angle Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non- Domestic) Bronze Angle Valves Dimensions - Weights A B C Wt. Size (dosed) In (mm) In (mm) In (mm) in (mm) lbs (kg) /2° 1.08 2.10 3.09 .69 (27) (53) 1 (78.5) (.31) 34" 1.24 2.41 3.30 .94 ___ (31.5) (61) (83.8) (.43) 1° 1.49 2.75 3.80 1.76 (38) (70) (96.5) (.8) 1'A' 1.75 2.90 4.40 2.50 (44.5) (74) (112) (1.1) 1 'I? 1.97 3.25 4.65 3.26 (50) (82.6) (118) (1.5) 20 2.20 3.68 5.90 5.32 (58) (93.5) (150) (2.4) I.2T-2O 3-Way Bronze Globe Valves Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A-1 26-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non-Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 3-Way Globe Valves 1/4 Inch Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F17 3-Way Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F17 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only, The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3-Way Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F17 3-Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) No. 27.3.0 Centra' Sprink No. 4-7.0 Dimensions - Weights size A B C wt. Lbs. ½" 205" 260" 209" 66 3/4w 236" 270" 224" 83 268" 350" 246" 150 1'/4' 308" 385" 285" 213 1½" 346" 430" 322" 306 4.00" 1 5.10" 3.43" 1 4.88 .0, Globe Valves Soft Seat Central Sprinkler Company - www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19448 - USA Customer Service/Sales: TeL (215) 382-0700/ Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312 I Fax (800)791-5500 E Product Descnption The Central Model F15 Soft Seat Bronze Globe Valves are designed for general service as shut-oft, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F15 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel Is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A- 126, Class B Standards. The Central Model F15 Soft Seat Bronze Globe Valves are rated with cold water at 200 PSI non - shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F15 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) Bronze Globe Valves No. 27.1 The blank spaces on this sign may be utilized to provide message flexibility. Simply add combinations of sign Type B and Type C as desired. Sign - Type B [AUXILIARY DRAIN Sign - Type C FRONT BACK Sign - Type E fl Orderini Information C~ When placing an order, indicate the full product name. Please specify the quantity and type. Hardware for hanging is not supplied with the Sign. it must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective In material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch =25.400mm 1 foot = 0.3048 M 1 pound = 04536 kg Conversions are approximate. Sign - Type A 01995 Central Sprinkler Company Printed In USA CENTRAL 11111MEMW C-) Central Sprinkler Company 451 N. Cannon Avenue, lansdalé, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Signs. I BELLS T0 :®POTTER PBA-AC & UL Listed, FM Approved Sizes Available: 6' (150mm), 8' (200mm) and 10 (250mm) Voltages Available: 24VAC 120 VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (-400 to 66°C). (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4' (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT T'VPICAI. dB AT 10 Ft (3m) (2) MINIMUM 48 AT lOFt (3m) (1) 6(150) 12VDC P80126 1706012 .12A 85 76 8(200) 12V00 P80123 1708012 .12A 90 76 10(250) 12VDC P801210 1710012 .12* 92 18 6(150) 24V0C P80246 1706024 .06* 87 76 8(200) 24V0C P80248 1708024 .06* 91 79 10 (2,W) 24V0C P802410 1710024 .06A 94 19 6(150) 24VAC P8*246 1806024 .17* 91 76 8(200) 24VAC P8*248 1808024 .17A 94 76 10(250) 24VAC P8A2410 1810024 .17A 94 16 6(150) 12OVAC P9*1206 1806120 .05A 92 82 8(200) 120VAC P6*1208 1808120 .05* 99 82__— 10(250) 120V.AC P8*12010 1810120 .05* 99 85 Notes: Minimum dB ratings are calculated from integrated Sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150°F (-34° to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada9O5-882-1833"wvvw.pattersignal.com PRINTED INUSA MKT. #8850001- REV P PAGE IOF2 MFG. 15400776-3/99 POTTER BELLS PBA-AC & PBD-DC 0 DIMENSIONS FIG. 1 BELLS INCHES (mm) FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2 CONDUIT ENTRANCE 10 (250) (200) 6 1 (15 H 0) 2 11/16' (68) DWG. 1776-1 S 3/4' 0 (146) -4 5/8- - (41) DWG. #776-2 t \;t 3 3/& (86) 4 1/4' (108) 3 3/3' S. (86) (127) FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS WHITE (OUT) RED (IN) RED (OUT) WHITE (IN) FROM CONTROL PANEL COLACK O NEXT BELL CONTROL PANEL OR OR ENO-OF-UNE OR PRECEDING BELL RESISTOR PRECEDING BELL BLACK (IN)SLACK (OUT) (, >- (OUT) BLACK (IN) 0 CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: OBSERVE POLARITY TO RING D.C. BELLS. RED WIRES POSITIVE (4.) J. BLACK WIRES NEGATIVE (-) CAUTION: WHEN ELECTRICAL SUPERViSION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL- END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION The bell should be mounted a minimum of 8 ft. (2.4m) from the floor or as close to the ceiling as possible. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED INUSA MKT. ,885OOO1 REV P PAGE 2OFZ MFG. #5400776 -3/99 fl VSR-F (J (BPOTTER VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD 1) 0 U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2' thru 8". LPC approved sizes are 21 thru 8' (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special 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 no. 5400775 for installation instructions of this switch. UL, ULC and CSFM listed, FM and LPC Approved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of SPOT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4/IP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 400F11 200F, 4.5°C/490C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2' thru 8' BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-1 3 One or two family dwelling NFPA-1 3D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig-2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" of a fitting which changes the direction of the waterflow or within 24' of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2' (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" i- 1/8" - 1/16' (33mm ±2mm). All other sizes require a hole with a diameter of 2' ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 if-lbs. of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject td change without notice. Potter Electric Signal Company '2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 905-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 -REV R PAGE 1 OF 2 MFG. #5400761-10/99 (!9,POTTER VSR-F VANE TYPE WATERFLOW SWITCH WITH RETARD , FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL cølc0 C. #93-3 CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A B SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO B. TO INSTALL, DRII.LAHOLEAS INDICATED PIPE SIZE HOLE SIZE 2"to2l/2" 11/4'+118"-1/16' (50mm to 65mm) (33mm ±2mm) 3"to8" 2±1/8" (80mm to 200mm) (50mm ±2mm) DIRECTION WATERFLOW DWG. 1761-30 00 NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50Fr.-Las OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) o o 1 A 10-25 1 201--01 35-55 C 0 50_70j60_90 FIG. .3 TYPICAL ELECTRICAL CONNECTIONS FIG. 4 NOTES: To remove knockouts: Place The Model VSR-F has two screwdriver at edge of knock- 2 SETS OF __________________ switches, one can be outs, not in the center. NORMALLY OPEN CONTACTS WATERFILM ZONE EOLR FROM used to operate a central CLOSE ON ALARM ON FIRE PANEL FIRE PANEL. station, proprietary or re- I mote signaling unit, while IWMIA IC 9 A M0 10 the other contact is used to operate a local audible - NC IC Iii ii] NC IC or visual annunciator. AconditlonofLPCAp- proval of this product is ThE NC AND NO MARNI0 POSITIVE 0C that the electrical entry ON THE SWITCH ARE FOR OR WELL must besealecltoexclude AN ALARM cONOmON. NECA1WE CC .________________ moisture. THE CONTACTS ARE REVERSED wH91 THE DEVICE Is IN OR NEUTRAL AC For supervised circuits ThE NORMAL CONDmON. see "Switch Terminal Connections" drawing and caution note (Fig. 1). TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having Jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKr. #8800001 -REV A PAGE 2 OF 2 MFG. #5400761 -10/99