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PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 RECEIVED HYDRAULIC CALCULATIONS FOR SEP 2 3 2004 CITY OF TIGARD TIGARD HIGH SCHOOL BUILDING DIVISION REMOTE AREA #1 FILE NUMBER: 32 -6743 DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 922 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 140.6 gpm TOTAL WATER REQUIRED (including hose): 240.6 gpm FLOW AND PRESSURE (@ BOR): 140.6 gpm @ 70.2 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 City of Tigard Approved Plans By L?5 Date o -1-o'' Bye .Z oo cf .. 00 44 goo° set) VORHAP - OFFICE COPY SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -1.SDF JOB TITLE: LOWER LEVEL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.8 240.6 70.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 240.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 140.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 16.0 K =11.20 8.7 33.0 102 16.0 K =11.20 10.1 35.5 103 16.0 - - - - 24.3 - - - 104 16.0 K =11.20 9.6 34.7 105 16.0 K =11.20 11.1 37.3 106 16.0 - - - - 26.7 - - - 107 16.0 - - - - 54.7 - - - 108 16.0 - - - - 55.8 - - - RB 0.5 - - - - 62.7 - - - A -3.5 - - - - 64.6 - - - B -3.5 - - - - 71.6 - - - SRC 0.0 SOURCE 70.2 140.6 f SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -1.SDF JOB TITLE: LOWER LEVEL 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 -33.0 1.380 PL 16.00 PF 1.4 101 16.0 11.2 8.7 33.0 7.1 120 FTG - - -- PE 0.0 102 16.0 11.2 10.1 35.5 0.086 TL 16.00 PV Pipe: 2 -68.5 1.380 PL 36.67 PF 14.3 102 16.0 11.2 10.1 35.5 14.7 120 FTG 2E PE 0.0 103 16.0 0.0 24.3 0.0 0.334 TL 42.67 PV Pipe: 3 -68.5 1.610 PL 15.33 PF 2.4 103 16.0 0.0 24.3 0.0 10.8 120 FTG - - -- PE 0.0 106 16.0 0.0 26.7 0.0 0.158 TL 15.33 PV Pipe: 4 -34.7 1.380 PL 16.00 PF 1.5 104 16.0 11.2 9.6 34.7 7.4 120 FTG - - -- PE 0.0 105 16.0 11.2 11.1 37.3 0.095 TL 16.00 PV Pipe: 5 -72.0 1.380 PL 36.67 PF 15.6 105 16.0 11.2 11.1 37.3 15.4 120 FTG 2E PE 0.0 106 16.0 0.0 26.7 0.0 0.366 TL 42.67 PV Pipe: 6 -140.6 1.610 PL 39.00 PF 28.0 106 16.0 0.0 26.7 0.0 22.2 120 FTG 2E PE 0.0 107 16.0 0.0 54.7 0.0 0.595 TL 47.00 PV Pipe: 7 -140.6 4.026 PL 100.55 PF 1.1 107 16.0 0.0 54.7 0.0 3.5 120 FTG 4ET PE 0.0 108 16.0 0.0 55.8 0.0 0.007 TL 160.55 PV Pipe: 8 -140.6 4.026 PL 16.00 PF 0.2 108 16.0 0.0 55.8 0.0 3.5 120 FTG B PE 6.7 RB 0.5 0.0 62.7 0.0 0.007 TL 28.00 PV Pipe: 9 -140.6 6.280 PL 146.00 PF 0.1 RB 0.5 0.0 62.7 0.0 1.5 140 FTG ET PE 1.7 A -3.5 0.0 64.6 0.0 0.001 TL 215.00 PV Pipe: 10 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 71.6 0.0 7.0 psi, 140.6 gpm A -3.5 0.0 64.6 0.0 Pipe: 11 -140.6 6.280 PL 104.00 PF 0.1 B -3.5 0.0 71.6 0.0 1.5 140 FTG 2ET PE -1.5 SRC 0.0 SRCE 70.2 (N /A) 0.001 TL 195.00 PV 9• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -1.SDF JOB TITLE: LOWER LEVEL NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.100 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.2 ft /sec at pipe 6. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 • ti U o � m HH Lr1 WATER SUPPLY ANALYSIS H — 100.0 Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm H Cr] LEGEND m Available pressure 87.78 psi @ 240.6 gpm r N) 2 Required pressure 0 O 1 A. Source Supply6Cuprve M O LTJ .A B. System Demand Curve ZJ G 80.0 • A to cr) r IV U Pi G 2 O 7 z C E r x 0 P 60.0 — d m R m cn E � ty S / x H U > R d 40.0 _ x H H n n ( x p s x r o -c i o m 20.0 _ ri ro H H CT 0.0 B CO I ro cn C7 'T] CP -14.7 ( e 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -1.SDF JOB TITLE: LOWER LEVEL WATER SUPPLY CURVE 96+ 88 *0\\\\\\ \\\\ I \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ 80+ 80.0 psi @ 1694 gpm -> * Flow Test Point 72+ Ix 1 P 64+ R 1 E I S I S 56+ U 1 R 1 E 1 48+ ( I P I S I I 40+ 32+ 24+ 16+ LEGEND TT 1 X = Required Water Supply 70.19 psi @ 240.6 gpm ft 8+ " I 0 = Available Water Supply " I 87.78 psi @ 240.6 gpm " II 0 + + + --- + - - - -+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #2 FILE NUMBER: 6743 -1A DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 1345 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 200.5 gpm TOTAL WATER REQUIRED (including hose): 300.6 gpm FLOW AND PRESSURE (@ BOR): 200.6 gpm @ 67.5 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1A.SDF JOB TITLE: Tigard High School WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.7 300.6 67.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 300.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 200.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 201 16.0 K =11.20 8.7 33.0 202 16.0 K =11.20 9.4 34.4 203 16.0 K =11.20 12.2 39.1 204 16.0 - - - - 45.9 - - - 205 16.0 K =11.20 16.8 45.9 206 16.0 K =11.20 18.5 48.2 207 16.0 - - - - 18.5 - - - 208 16.0 - - - - 46.0 - - - 209 16.0 - - - - 46.1 - - - 210 16.0 - - - - 49.8 - - - RB 0.5 - - - - 59.8 - - - A -3.5 - - - - 61.8 - - - B -3.5 - - - - 68.8 - - - SRC 0.0 SOURCE 67.5 200.6 o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1A.SDF JOB TITLE: Tigard High School 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 -33.0 1.610 PL 18.00 PF 0.7 201 16.0 11.2 8.7 33.0 5.2 120 FTG - - -- PE 0.0 202 16.0 11.2 9.4 34.4 0.041 TL 18.00 PV Pipe: 2 -67.4 1.610 PL 18.00 PF 2.7 202 16.0 11.2 9.4 34.4 10.6 120 FTG - - -- PE 0.0 203 16.0 11.2 12.2 39.1 0.153 TL 18.00 PV Pipe: 3 -106.4 1.610 PL 78.83 PF 33.8 203 16.0 11.2 12.2 39.1 16.8 120 FTG 2ET PE 0.0 204 16.0 0.0 45.9 0.0 0.356 TL 94.83 PV Pipe: 4 -45.9 1.610 PL 19.50 PF 1.8 205 16.0 11.2 16.8 45.9 7.2 120 FTG E PE 0.0 206 16.0 11.2 18.5 48.2 0.075 TL 23.50 PV Pipe: 5 0.0 1.610 PL 1.50 PF 0.0 206 16.0 11.2 18.5 48.2 0.0 120 FTG T PE 0.0 207 16.0 0.0 18.5 0.0 0.000 TL 9.50 PV Pipe: 5A -94.1 1.610 PL 96.83 PF 27.5 206 16.0 11.2 18.5 48.2 14.8 120 FTG - - -- PE 0.0 208 16.0 0.0 46.0 0.0 0.284 TL 96.83 PV Pipe: 7 106.4 4.026 PL 17.67 PF 0.1 208 16.0 0.0 46.0 0.0 2.7 120 FTG - - -- PE 0.0 204 16.0 0.0 45.9 0.0 0.004 TL 17.67 PV Pipe: 7A -200.5 4.026 PL 11.50 PF 0.2 208 16.0 0.0 46.0 0.0 5.1 120 FTG - - -- PE 0.0 209 16.0 0.0 46.1 0.0 0.013 TL 11.50 PV Pipe: 8 -200.5 4.026 PL 168.67 PF 3.7 209 16.0 0.0 46.1 0.0 5.1 120 FTG 9ET PE 0.0 210 16.0 0.0 49.8 0.0 0.013 TL 278.67 PV Pipe: 9 -200.5 2.469 PL 16.00 PF 3.3 210 16.0 0.0 49.8 0.0 13.4 120 FTG B PE 6.7 RB 0.5 0.0 59.8 0.0 0.143 TL 23.00 PV Pipe: 10 -200.5 6.280 PL 146.00 PF 0.2 RB 0.5 0.0 59.8 0.0 2.1 140 FTG ET PE 1.7 A -3.5 0.0 61.8 0.0 0.001 TL 215.00 PV Pipe: 11 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 68.8 0.0 7.0 psi, 200.5 gpm A -3.5 0.0 61.8 0.0 Pipe: 12 -200.6 6.280 PL 104.00 PF 0.2 B -3.5 0.0 68.8 0.0 2.1 140 FTG 2ET PE -1.5 SRC 0.0 SRCE 67.5 (N /A) 0.001 TL 195.00 PV . f,• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1A.SDF JOB TITLE: Tigard High School NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.124 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.8 ft /sec at pipe 3. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 ti d o > W H te7 WATER SUPPLY ANALYSIS H 100.0 Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm H r tel N LEGEND °D Available pressure 87.67 psi @ 300.6 gpm H N 1 2 Required pressure H. O 67.53 psi @ 300.6 gpm lQ O A. Source Supply Curve (L a= B. System Demand Curve 1"t G 80.0 x A o N v, •• r U W G 0 o z E 2 o x rr o tl Hoa3 P 60.0 R m E to H its S ' X H S G) > K U 7 t) • 40.0 H r 0 H x C) p x s o r o K i rcn 20.0 to tel H H 0.0 B 1 w N rb • W • iq U1 lD C7 TJ CP -14.7 i I i 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1A.SDF JOB TITLE: Tigard High School WATER SUPPLY CURVE 96+ 1 88 * \0\ \ \ \\ \\\\ \ \ \ \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ 80+ 80.0 psi @ 1694 gpm -> * Flow Test Point 1 72+ I X P 64+ R I E 1 s 1 S 56+ U I R 1 E I 48+ ( 1 P 1 S I I 40+ 1 1 1 32+ 1 24+ 1 16+ LEGEND " VI 1 X = Required Water Supply 1 67.53 psi @ 300.6 gpm If 8+ 1 0 = Available Water Supply " I 87.67 psi @ 300.6 gpm 'V 0 + + - +--- + - - - -+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) tr PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #3 FILE NUMBER: 6743 -1B DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 940 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 182.8 gpm TOTAL WATER REQUIRED (including hose): 282.7 gpm FLOW AND PRESSURE (@ BOR): 182.8 gpm @ 82.5 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z:\WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1B.SDF JOB TITLE: SYSTEM #3 RA #3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.7 282.7 82.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 282.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 182.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 13.0 K =11.20 8.7 33.0 302 13.0 - - - - 12.5 - - - 303 13.0 K =11.20 9.7 34.8 304 13.0 - - - - 13.9 - - - 305 13.0 - - - - 24.4 - - - 306 13.0 K =11.20 10.3 36.0 307 13.0 - - - - 14.6 - - - 308 13.0 K =11.20 11.5 38.0 309 13.0 - - - - 16.2 - - - 310 13.0 - - - - 24.7 - - - 311 13.0 K =11.20 13.4 40.9 312 13.0 - - - - 18.8 - - - 313 13.0 - - - - 22.9 - - - 314 13.0 - - - - 26.6 - - - 315 13.0 - - - - 35.9 - - - 316 29.0 - - - - 32.2 - - - 317 29.0 - - - - 34.8 - - - 318 29.0 - - - - 54.2 - - - 319 23.2 - - - - 58.2 - - - 210 23.2 - - - - 60.8 - - - RB 0.5 - - - - 73.4 - - - A -3.5 - - - - 75.3 - - - B -3.5 - - - - 82.3 - - - SRC -3.5 SOURCE 82.5 182.7 . p SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1B.SDF JOB TITLE: SYSTEM #3 RA #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 -33.0 1.049 PL 4.75 PF 3.9 301 13.0 11.2 8.7 33.0 12.3 120 FTG ET PE 0.0 302 13.0 0.0 12.5 0.0 0.329 TL 11.75 PV Pipe: 2 -33.0 1.380 PL 16.00 PF 1.4 302 13.0 0.0 12.5 0.0 7.1 120 FTG - - -- PE 0.0 304 13.0 0.0 13.9 0.0 0.086 TL 16.00 PV Pipe: 3 -34.8 1.049 PL 4.75 PF 4.3 303 13.0 11.2 9.7 34.8 12.9 120 FTG ET PE 0.0 304 13.0 0.0 13.9 0.0 0.363 TL 11.75 PV Pipe: 4 -67.8 1.380 PL 17.00 PF 10.5 304 13.0 0.0 13.9 0.0 14.5 120 FTG 3ET PE 0.0 305 13.0 0.0 24.4 0.0 0.328 TL 32.00 PV Pipe: 5 -67.8 2.469 PL 14.17 PF 0.3 305 13.0 0.0 24.4 0.0 4.5 120 FTG - - -- PE 0.0 310 13.0 0.0 24.7 0.0 0.019 TL 14.17 PV Pipe: 6 -36.0 1.049 PL 4.00 PF 4.2 306 13.0 11.2 10.3 36.0 13.4 120 FTG ET PE 0.0 307 13.0 0.0 14.6 0.0 0.386 TL 11.00 PV Pipe: 7 -36.0 1.380 PL 16.00 PF 1.6 307 13.0 0.0 14.6 0.0 7.7 120 FTG - - -- PE 0.0 309 13.0 0.0 16.2 0.0 0.102 TL 16.00 PV Pipe: 8 -38.0 1.049 PL 4.00 PF 4.7 308 13.0 11.2 11.5 38.0 14.1 120 FTG ET PE 0.0 309 13.0 0.0 16.2 0.0 0.427 TL 11.00 PV Pipe: 9 -74.0 1.380 PL 16.00 PF 8.5 309 13.0 0.0 16.2 0.0 15.9 120 FTG T PE 0.0 310 13.0 0.0 24.7 0.0 0.385 TL 22.00 PV Pipe: 10 -141.8 2.469 PL 25.00 PF 1.9 310 13.0 0.0 24.7 0.0 9.5 120 FTG - - -- PE 0.0 314 13.0 0.0 26.6 0.0 0.075 TL 25.00 PV Pipe: 11 -40.9 1.049 PL 4.17 PF 5.5 311 13.0 11.2 13.4 40.9 15.2 120 FTG ET PE 0.0 312 13.0 0.0 18.8 0.0 0.489 TL 11.17 PV Pipe: 12 -40.9 1.380 PL 22.67 PF 4.1 312 13.0 0.0 18.8 0.0 8.8 120 FTG ET PE 0.0 313 13.0 0.0 22.9 0.0 0.129 TL 31.67 PV Pipe: 13 -40.9 1.380 PL 16.50 PF 3.7 313 13.0 0.0 22.9 0.0 8.8 120 FTG 2ET PE 0.0 314 13.0 0.0 26.6 0.0 0.129 TL 28.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1B.SDF JOB TITLE: SYSTEM #3 RA #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: 14 -182.8 2.469 PL 77.42 PF 9.3 314 13.0 0.0 26.6 0.0 12.2 120 FTG - - -- PE 0.0 315 13.0 0.0 35.9 0.0 0.121 TL 77.42 PV Pipe: 15 -182.8 2.469 PL 8.42 PF 3.2 315 13.0 0.0 35.9 0.0 12.2 120 FTG ET PE -6.9 316 29.0 0.0 32.2 0.0 0.121 TL 26.42 PV Pipe: 16 -182.8 2.469 PL 16.00 PF 2.7 316 29.0 0.0 32.2 0.0 12.2 120 FTG E PE 0.0 317 29.0 0.0 34.8 0.0 0.121 TL 22.00 PV Pipe: 17 -182.8 2.469 PL 130.38 PF 19.3 317 29.0 0.0 34.8 0.0 12.2 120 FTG 5E PE 0.0 318 29.0 0.0 54.2 0.0 0.121 TL 160.38 PV Pipe: 18 -182.8 2.469 PL 6.75 PF 1.5 318 29.0 0.0 54.2 0.0 12.2 120 FTG E PE 2.5 319 23.2 0.0 58.2 0.0 0.121 TL 12.75 PV Pipe: 19 -182.8 4.026 PL 130.00 PF 2.6 319 23.2 0.0 58.2 0.0 4.6 120 FTG 8ET PE 0.0 210 23.2 0.0 60.8 0.0 0.011 TL 230.00 PV Pipe: 20 -182.8 2.469 PL 16.00 PF 2.8 210 23.2 0.0 60.8 0.0 12.2 120 FTG B PE 9.9 RB 0.5 0.0 73.4 0.0 0.121 TL 23.00 PV Pipe: 21 -182.8 6.280 PL 146.00 PF 0.2 RB 0.5 0.0 73.4 0.0 1.9 140 FTG ET PE 1.7 A -3.5 0.0 75.3 0.0 0.001 TL 215.00 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 82.3 0.0 7.0 psi, 182.8 gpm A -3.5 0.0 75.3 0.0 Pipe: 23 -182.7 6.280 PL 104.00 PF 0.2 B -3.5 0.0 82.3 0.0 1.9 140 FTG 2ET PE 0.0 SRC -3.5 SRCE 82.5 (N /A) 0.001 TL 195.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.059 gpm. IP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1B.SDF JOB TITLE: SYSTEM #3 RA #3 (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.9 ft /sec at pipe 9. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 ti d o � CU H ; C�] WATER SUPPLY ANALYSIS H •• 100.0 Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm y C=7 Na LEGEND CO Available pressure 1 \� 87.71 psi @ 282.7 gpm f N 1 2 Required pressure < O 82.51 psi @ 282.7 gpm V1 O A. Source Supply curve H .A B. System Demand Curve [+y 2 G 80.0 — • w A N ro U H G C E x tn o 7J P 60.0 m R 7zi to E i tn S H H S K U 7J U 40.0 H x � p x Z s o o r m 20.0 _ roW w 0.0 B w rU Cr) (D d TJ 61 -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) f'r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- 1B.SDF JOB TITLE: SYSTEM #3 RA #3 WATER SUPPLY CURVE 96+ 88 * \0 \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ X \ \ \ \ \ \ \ \ \ \ \\ 80+ 80.0 psi @ 1694 gpm -> * I Flow Test Point 72+ P 64+ R I E I S I S 56+ U 1 R I E I 48+ ( I P I S I I 40+ 32+ 24+ 16+ LEGEND IT I X = Required Water Supply 82.51 psi @ 282.7 gpm 8 + IT I 0 = Available Water Supply " I 87.71 psi @ 282.7 gpm 'V 0 + +- +--- + - - - -+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #5 FILE NUMBER: 6743 -5 DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: ENTIRE AREA COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 222.2 gpm TOTAL WATER REQUIRED (including hose): 322.2 gpm FLOW AND PRESSURE (@ BOR): 222.2 gpm @ 62.8 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.6 322.2 62.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 322.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 222.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 500 16.0 - - - - 27.2 - - - 501 16.0 - - - - 26.0 - - - 502 16.0 - - - - 27.3 - - - 503 16.0 - - - - 26.0 - - - 504 16.0 - - - - 27.3 - - - 505 16.0 - - - - 26.0 - - - 506 16.0 - - - - 27.6 - - - 507 16.0 - - - - 25.8 - - - 508 16.0 - - - - 28.4 - - - 509 16.0 - - - - 25.4 - - - 510 16.0 - - - - 28.9 - - - 511 16.0 - - - - 24.9 - - - 512 16.0 - - - - 29.2 - - - 513 16.0 - - - - 24.5 - - - 514 16.0 - - - - 30.3 - - - 514A 16.0 K =10.03 18.9 43.7 514B 16.0 K =10.03 18.8 43.5 515 16.0 - - - - 23.4 - - - 516 16.0 - - - - 32.9 - - - 517 16.0 - - - - 32.8 - - - 517A 16.0 - - - - 15.8 - - - 517B 16.0 K =10.03 11.7 34.3 517C 16.0 K= 9.67 11.6 33.0 517D 16.0 K =10.03 11.8 34.5 517E 16.0 K= 9.67 11.8 33.2 517F 16.0 - - - - 12.2 - - - 518 16.0 - - - - 22.9 - - - 519 11.5 - - - - 35.6 - - - 520 3.5 - - - - 39.4 - - - 521 0.0 - - - - 41.8 - - - 522 0.0 - - - - 44.3 - - - 523 0.0 - - - - 44.6 - - - 524 0.0 - - - - 45.6 - - - 525 0.0 - - - - 45.9 - - - 526 0.0 - - - - 49.7 - - - 527 0.0 - - - - 51.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RB 0.0 - - - - 52.1 - - - A -3.5 - - - - 55.5 - - - B -3.5 - - - - 62.5 - - - SRC -3.5 SOURCE 62.8 222.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom 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 8.6 1.380 PL 122.17 PF 1.2 500 16.0 0.0 27.2 0.0 1.8 120 FTG 9E3T PE 0.0 501 16.0 0.0 26.0 0.0 0.007 TL 167.17 PV Pipe: 2 -8.6 2.067 PL 17.00 PF 0.0 500 16.0 0.0 27.2 0.0 0.8 120 FTG - - -- PE 0.0 502 16.0 0.0 27.3 0.0 0.001 TL 17.00 PV Pipe: 3 9.5 1.380 PL 109.08 PF 1.2 502 16.0 0.0 27.3 0.0 2.0 120 FTG 5E3T PE 0.0 503 16.0 0.0 26.0 0.0 0.009 TL 142.08 PV Pipe: 4 -8.6 2.067 PL 13.83 PF 0.0 503 16.0 0.0 26.0 0.0 0.8 120 FTG - - -- PE 0.0 501 16.0 0.0 26.0 0.0 0.001 TL 13.83 PV Pipe: 5 -18.1 2.067 PL 10.75 PF 0.0 502 16.0 0.0 27.3 0.0 1.7 120 FTG - - -- PE 0.0 504 16.0 0.0 27.3 0.0 0.004 TL 10.75 PV Pipe: 6 8.9 1.380 PL 131.50 PF 1.3 504 16.0 0.0 27.3 0.0 1.9 120 FTG 6E4T PE 0.0 505 16.0 0.0 26.0 0.0 0.008 TL 173.50 PV Pipe: 7 -18.1 2.067 PL 12.00 PF 0.0 505 16.0 0.0 26.0 0.0 1.7 120 FTG - - -- PE 0.0 503 16.0 0.0 26.0 0.0 0.004 TL 12.00 PV Pipe: 7A -40.2 2.067 PL 17.17 PF 0.3 504 16.0 0.0 27.3 0.0 3.8 120 FTG - - -- PE 0.0 506 16.0 0.0 27.6 0.0 0.017 TL 17.17 PV Pipe: 7B 12.6 1.380 PL 103.50 PF 1.8 506 16.0 0.0 27.6 0.0 2.7 120 FTG 2E2T PE 0.0 507 16.0 0.0 25.8 0.0 0.015 TL 121.50 PV Pipe: 7C -26.9 2.067 PL 18.00 PF 0.1 507 16.0 0.0 25.8 0.0 2.6 120 FTG - - -- PE 0.0 505 16.0 0.0 26.0 0.0 0.008 TL 18.00 PV Pipe: 7D -52.7 2.067 PL 27.58 PF 0.8 506 16.0 0.0 27.6 0.0 5.0 120 FTG - - -- PE 0.0 508 16.0 0.0 28.4 0.0 0.029 TL 27.58 PV Pipe: 7E 13.2 1.380 PL 103.50 PF 1.9 504 16.0 0.0 27.3 0.0 2.8 120 FTG 2E2T PE 0.0 509 16.0 0.0 25.4 0.0 0.016 TL 121.50 PV Pipe: 7F -39.5 2.067 PL 27.58 PF 0.5 509 16.0 0.0 25.4 0.0 3.8 120 FTG - - -- PE 0.0 507 16.0 0.0 25.8 0.0 0.017 TL 27.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom 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: 7G -52.7 2.067 PL 17.12 PF 0.5 508 16.0 0.0 28.4 0.0 5.0 120 FTG - - -- PE 0.0 510 16.0 0.0 28.9 0.0 0.029 TL 17.12 PV Pipe: 7H 17.4 1.380 PL 120.00 PF 4.0 510 16.0 0.0 28.9 0.0 3.7 120 FTG 6E2T PE 0.0 511 16.0 0.0 24.9 0.0 0.026 TL 150.00 PV Pipe: 7I -52.7 2.067 PL 15.25 PF 0.4 511 16.0 0.0 24.9 0.0 5.0 120 FTG - - -- PE 0.0 509 16.0 0.0 25.4 0.0 0.029 TL 15.25 PV Pipe: 7J -70.1 2.067 PL 6.33 PF 0.3 510 16.0 0.0 28.9 0.0 6.7 120 FTG - - -- PE 0.0 512 16.0 0.0 29.2 0.0 0.049 TL 6.33 PV Pipe: 7K 21.3 1.380 PL 103.50 PF 4.7 512 16.0 0.0 29.2 0.0 4.6 120 FTG 2E2T PE 0.0 513 16.0 0.0 24.5 0.0 0.038 TL 121.50 PV Pipe: 7L -70.1 2.067 PL 8.25 PF 0.4 513 16.0 0.0 24.5 0.0 6.7 120 FTG - - -- PE 0.0 511 16.0 0.0 24.9 0.0 0.049 TL 8.25 PV Pipe: 7M -91.4 2.067 PL 14.29 PF 1.1 512 16.0 0.0 29.2 0.0 8.7 120 FTG - - -- PE 0.0 514 16.0 0.0 30.3 0.0 0.080 TL 14.29 PV Pipe: 7N 51.7 1.380 PL 48.50 PF 11.4 514 16.0 0.0 30.3 0.0 11.1 120 FTG ET PE 0.0 514A 16.0 10.0 18.9 43.7 0.198 TL 57.50 PV Pipe: 7N1 8.0 1.380 PL 18.00 PF 0.1 514A 16.0 10.0 18.9 43.7 1.7 120 FTG - - -- PE 0.0 514B 16.0 10.0 18.8 43.5 0.006 TL 18.00 PV Pipe: 7n2 -35.5 1.380 PL 37.08 PF 4.6 514B 16.0 10.0 18.8 43.5 7.6 120 FTG ET PE 0.0 515 16.0 0.0 23.4 0.0 0.099 TL 46.08 PV Pipe: 70 -91.4 2.067 PL 14.29 PF 1.1 515 16.0 0.0 23.4 0.0 8.7 120 FTG - - -- PE 0.0 513 16.0 0.0 24.5 0.0 0.080 TL 14.29 PV Pipe: 7P -143.0 2.067 PL 14.29 PF 2.6 514 16.0 0.0 30.3 0.0 13.7 120 FTG - - -- PE 0.0 516 16.0 0.0 32.9 0.0 0.182 TL 14.29 PV Pipe: 7Q 79.1 2.067 PL 2.67 PF 0.2 516 16.0 0.0 32.9 0.0 7.6 120 FTG - - -- PE 0.0 517 16.0 0.0 32.8 0.0 0.061 TL 2.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/28/2004 Z: \s+IORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom 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: 7R 79.1 1.380 PL 24.00 PF 17.0 517 16.0 0.0 32.8 0.0 17.0 120 FTG E2T PE 0.0 517A 16.0 0.0 15.8 0.0 0.436 TL 39.00 PV Pipe: 7R1 39.9 1.380 PL 30.00 PF 4.0 517A 16.0 0.0 15.8 0.0 8.6 120 FTG E PE 0.0 517B 16.0 10.0 11.7 34.3 0.123 TL 33.00 PV Pipe: 7R2 5.5 1.380 PL 17.50 PF 0.1 517B 16.0 10.0 11.7 34.3 1.2 120 FTG T PE 0.0 517C 16.0 9.7 11.6 33.0 0.003 TL 23.50 PV Pipe: 7R3 -27.5 1.380 PL 3.75 PF 0.6 517C 16.0 9.7 11.6 33.0 5.9 120 FTG T PE 0.0 517F 16.0 0.0 12.2 0.0 0.062 TL 9.75 PV Pipe: 7R4 39.3 1.380 PL 30.00 PF 3.9 517A 16.0 0.0 15.8 0.0 8.4 120 FTG E PE 0.0 517D 16.0 10.0 11.8 34.5 0.119 TL 33.00 PV Pipe: 7R5 4.8 1.380 PL 17.50 PF 0.1 517D 16.0 10.0 11.8 34.5 1.0 120 FTG T PE 0.0 517E 16.0 9.7 11.8 33.2 0.002 TL 23.50 PV Pipe: 7R6 -28.4 1.380 PL 7.25 PF 0.5 517E 16.0 9.7 11.8 33.2 6.1 120 FTG - - -- PE 0.0 517F 16.0 0.0 12.2 0.0 0.065 TL 7.25 PV Pipe: 7R7 -55.9 1.380 PL 37.50 PF 10.6 517F 16.0 0.0 12.2 0.0 12.0 120 FTG ET PE 0.0 518 16.0 _0.0 22.9 0.0 0.229 TL 46.50 PV Pipe: 7S -55.9 2.067 PL 15.58 PF 0.5 518 16.0 0.0 22.9 0.0 5.3 120 FTG - - -- PE 0.0 515 16.0 0.0 23.4 0.0 0.032 TL 15.58 PV Pipe: 7T -222.2 4.026 PL 23.58 PF 0.7 516 16.0 0.0 32.9 0.0 5.6 120 FTG 2E PE 1.9 519 11.5 0.0 35.6 0.0 0.016 TL 43.58 PV Pipe: 9 -222.2 4.026 PL 8.00 PF 0.3 519 11.5 0.0 35.6 0.0 5.6 120 FTG B PE 3.5 520 3.5 0.0 39.4 0.0 0.016 TL 20.00 PV Pipe: 10 -222.2 4.026 PL 15.00 PF 0.9 520 3.5 0.0 39.4 0.0 5.6 120 FTG 2ET PE 1.5 521 0.0 0.0 41.8 0.0 0.016 TL 55.00 PV Pipe: 10A -222.2 4.026 PL 96.92 PF 2.5 521 0.0 0.0 41.8 0.0 5.6 120 FTG 4ET PE 0.0 522 0.0 0.0 44.3 0.0 0.016 TL 156.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom 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: 10B -222.2 4.026 PL 9.00 PF 0.3 522 0.0 0.0 44.3 0.0 5.6 120 FTG E PE 0.0 523 0.0 0.0 44.6 0.0 0.016 TL 19.00 PV Pipe: 10C -222.2 4.026 PL 33.50 PF 1.0 523 0.0 0.0 44.6 0.0 5.6 120 FTG 3E PE 0.0 524 0.0 0.0 45.6 0.0 0.016 TL 63.50 PV Pipe: 10D -222.2 4.026 PL 12.00 PF 0.4 524 0.0 0.0 45.6 0.0 5.6 120 FTG E PE 0.0 525 0.0 0.0 45.9 0.0 0.016 TL 22.00 PV Pipe: 10E -222.2 4.026 PL 156.17 PF 3.8 525 0.0 0.0 45.9 0.0 5.6 120 FTG BE PE 0.0 526 0.0 0.0 49.7 0.0 0.016 TL 236.17 PV Pipe: 10F -222.2 4.026 PL 53.54 PF 2.0 526 0.0 0.0 49.7 0.0 5.6 120 FTG 4ETB PE 0.0 527 0.0 0.0 51.7 0.0 0.016 TL 125.54 PV Pipe: 10G -222.2 4.026 PL 4.00 PF 0.4 527 0.0 0.0 51.7 0.0 5.6 120 FTG T PE 0.0 RB 0.0 0.0 52.1 0.0 0.016 TL 24.00 PV Pipe: 12 -222.2 4.220 PL 146.00 PF 1.9 RB 0.0 0.0 52.1 0.0 5.1 140 FTG ET PE 1.5 A -3.5 0.0 55.5 0.0 0.010 TL 197.00 PV Pipe: 13 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 62.5 0.0 7.0 psi, 222.2 gpm A -3.5 0.0 55.5 0.0 Pipe: 14 -222.2 6.280 PL 104.00 PF 0.3 B -3.5 0.0 62.5 0.0 2.3 140 FTG 2ET PE 0.0 SRC -3.5 SRCE 62.8 (N /A) 0.001 TL 195.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.165 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft /sec at pipe 7R. . N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 • d o � N WATER SUPPLY ANALYSIS H •• 100.0 Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm N N N LEGEND ao Available pressure 87.63 psi @ 322.2 gpm H N 1 2 Required pressure O �11I 62.79 psi @ 322.2 gpm 0 o • C _ A. Source Supply Curve N iA B. System Demand Curve Fj H G 80.0 — • C cD cn A H N 'd U n H G a O x E cn 7d • x N 2 a o P 60.0 d R m m E W M S y S H x G7 K U � R d • 40.0 x H H O C) ( x � p n s o < i 0 ✓ H 20.0 ro U) N N H H 0.0 B W I b cn w . w N CD d n] to -14.7 I { I { { { { I 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733- -5.SDF JOB TITLE: lower level classroom WATER SUPPLY CURVE 96+ 88 * \0 \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ ' \ \ \ \ \ \ \ \ \ \ \\ 80+ 80.0 psi @ 1694 gpm -> * Flow Test Point 1 1 72+ P 64+ R I X E S I S 56+ U 1 R 1 E I 48+ ( I P I S I I 40+ 1 32+ 24+ 1 16+ LEGEND " 1 X = Required Water Supply 1 62.79 psi @ 322.2 gpm 8+ 1 0 = Available Water Supply " I 87.63 psi @ 322.2 gpm I " 0 + + + --- + - - - - + + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -5.SDF JOB TITLE: lower level classroom Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 514a 11.20 8.70 1.049 4.50 E 6.50 120.00 10.03 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K - factor 514b 11.20 8.70 1.049 4.50 E 6.50 120.00 10.03 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len. (ft) Len. (ft) coef. K- factor 517b 11.20 8.70 1.049 4.50 E 6.50 120.00 10.03 PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #6 FILE NUMBER: 6743 -6 DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 5 MOST REMOTE HEADS COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 167.6 gpm TOTAL WATER REQUIRED (including hose): 267.6 gpm FLOW AND PRESSURE (@ BOR): 167.6 gpm @ 73.2 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOS TITLE: lower level classroom WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.7 267.6 73.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 267.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 167.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 500 16.0 - - - - 40.3 - - - 501 16.0 - - - - 36.9 - - - 502 16.0 - - - - 40.3 - - - 503 16.0 - - - - 36.8 - - - 504 16.0 - - - - 40.4 - - - 505 16.0 - - - - 36.7 - - - 506 16.0 - - - - 41.1 - - - 507 16.0 - - - - 36.3 - - - 508 16.0 - - - - 42.8 - - - 509 16.0 - - - - 38.6 - - - 510 16.0 - - - - 44.0 - - - 511 16.0 - - - - 39.6 - - - 512 16.0 - - - - 44.5 - - - 513 16.0 - - - - 40.0 - - - 514 16.0 - - - - 46.5 - - - 515 16.0 - - - - 40.3 - - - 516 16.0 - - - - 49.2 - - - 517 16.0 - - - - 49.1 - - - 518 16.0 - - - - 40.4 - - - 519 11.5 - - - - 51.5 - - - 520 3.5 - - - - 55.2 - - - 521 16.0 - - - - 50.3 - - - 522 16.0 - - - - 51.8 - - - 523 16.0 - - - - 51.9 - - - 524 16.0 - - - - 52.6 - - - 525 16.0 - - - - 52.8 - - - 526 16.0 - - - - 55.0 - - - 527 16.0 - - - - 56.2 - - - 601 16.0 K =11.20 8.7 33.0 602 16.0 K =11.20 12.5 39.6 603 16.0 - - - - 18.0 - - - 604 16.0 - - - - 19.0 - - - 605 16.0 K =11.20 17.0 46.2 606 16.0 - - - - 24.4 - - - 607 16.0 - - - - 25.7 - - - 608 16.0 K =11.20 19.0 48.8 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: lower level classroom NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 609 16.0 - - - - 29.8 - - - 610 16.0 - - - - 33.7 - - - 611 16.0 - - - - 33.7 - - - 612 16.0 - - - - 34.9 - - - 613 16.0 - - - - 36.2 -'- - RB 16.0 - - - - 56.4 - - - A -3.5 - - - - 66.0 - - - B -3.5 - - - - 73.0 - - - SRC -3.5 SOURCE 73.2 167.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: lower level classroom 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 -33.0 1.049 PL 24.33 PF 10.3 601 16.0 11.2 8.7 33.0 12.3 120 FTG ET PE 0.0 604 16.0 0.0 19.0 0.0 0.329 TL 31.33 PV Pipe: 2 -39.6 1.049 PL 5.00 PF 5.5 602 16.0 11.2 12.5 39.6 14.7 120 FTG ET PE 0.0 603 16.0 0.0 18.0 0.0 0.460 TL 12.00 PV Pipe: 3 -39.6 1.380 PL 2.00 PF 1.0 603 16.0 0.0 18.0 0.0 8.5 120 FTG T PE 0.0 604 16.0 0.0 19.0 0.0 0.121 TL 8.00 PV Pipe: 4 -72.6 1.380 PL 18.00 PF 6.7 604 16.0 0.0 19.0 0.0 15.6 120 FTG - - -- PE 0.0 607 16.0 0.0 25.7 0.0 0.371 TL 18.00 PV Pipe: 5 -46.2 1.049 PL 5.00 PF 7.4 605 16.0 11.2 17.0 46.2 17.2 120 FTG ET PE 0.0 606 16.0 0.0 24.4 0.0 0.613 TL 12.00 PV Pipe: 6 -46.2 1.380 PL 2.00 PF 1.3 606 16.0 0.0 24.4 0.0 9.9 120 FTG T PE 0.0 607 16.0 0.0 25.7 0.0 0.161 TL 8.00 PV Pipe: 7 -118.8 1.610 PL 9.58 PF 4.2 607 16.0 0.0 25.7 0.0 18.7 120 FTG - - -- PE 0.0 609 16.0 0.0 29.8 0.0 0.436 TL 9.58 PV Pipe: 8 -48.8 1.049 PL 9.00 PF 10.8 608 16.0 11.2 19.0 48.8 18.1 120 FTG ET PE 0.0 609 16.0 0.0 29.8 0.0 0.678 TL 16.00 PV Pipe: 9 -167.6 2.067 PL 16.00 PF 3.9 609 16.0 0.0 29.8 0.0 16.0 120 FTG - - -- PE 0.0 611 16.0 0.0 33.7 0.0 0.244 TL 16.00 PV Pipe: 10 0.0 1.049 PL 11.25 PF 0.0 610 16.0 0.0 33.7 0.0 0.0 120 FTG ET PE 0.0 611 16.0 0.0 33.7 0.0 0.000 TL 18.25 PV Pipe: 11 -167.6 3.068 PL 24.17 PF 1.1 611 16.0 0.0 33.7 0.0 7.3 120 FTG E PE 0.0 612 16.0 0.0 34.9 0.0 0.036 TL 31.17 PV Pipe: 12 -167.6 3.068 PL 15.17 PF 1.3 612 16.0 0.0 34.9 0.0 7.3 120 FTG ET PE 0.0 613 16.0 0.0 36.2 0.0 0.036 TL 37.17 PV Pipe: 13 15.1 1.380 PL 122.14 PF 3.4 500 16.0 0.0 40.3 0.0 3.2 120 FTG 9E3T PE 0.0 501 16.0 0.0 36.9 0.0 0.020 TL 167.14 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: lower level classroom 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: 14 -15.1 2.067 PL 17.00 PF 0.0 500 16.0 0.0 40.3 0.0 1.4 120 FTG PE 0.0 502 16.0 0.0 40.3 0.0 0.003 TL 17.00 PV Pipe: 15 16.7 1.380 PL 109.08 PF 3.5 502 16.0 0.0 40.3 0.0 3.6 120 FTG 5E3T PE 0.0 503 16.0 0.0 36.8 0.0 0.024 TL 142.08 PV Pipe: 16 -15.1 2.067 PL 13.83 PF 0.0 503 16.0 0.0 36.8 0.0 1.4 120 FTG PE 0.0 501 16.0 0.0 36.9 0.0 0.003 TL 13.83 PV Pipe: 17 -31.7 2.067 PL 10.75 PF 0.1 502 16.0 0.0 40.3 0.0 3.0 120 FTG PE 0.0 504 16.0 0.0 40.4 0.0 0.011 TL 10.75 PV Pipe: 18 15.5 1.380 PL 131.50 PF 3.7 504 16.0 0.0 40.4 0.0 3.3 120 FTG 6E4T PE 0.0 505 16.0 0.0 36.7 0.0 0.021 TL 173.50 PV Pipe: 19 -31.7 2.067 PL 12.00 PF 0.1 505 16.0 0.0 36.7 0.0 3.0 120 FTG PE 0.0 503 16.0 0.0 36.8 0.0 0.011 TL 12.00 PV Pipe: 20 -60.3 2.067 PL 17.17 PF 0.6 504 16.0 0.0 40.4 0.0 5.8 120 FTG PE 0.0 506 16.0 0.0 41.1 0.0 0.037 TL 17.17 PV Pipe: 21 21.6 1.380 PL 103.50 PF 4.8 506 16.0 0.0 41.1 0.0 4.6 120 FTG 2E2T PE 0.0 507 16.0 0.0 36.3 0.0 0.039 TL 121.50 PV Pipe: 22 -47.3 2.067 PL 18.00 PF 0.4 507 16.0 0.0 36.3 0.0 4.5 120 FTG PE 0.0 505 16.0 0.0 36.7 0.0 0.023 TL 18.00 PV Pipe: 23 -81.8 2.067 PL 27.58 PF 1.8 506 16.0 0.0 41.1 0.0 7.8 120 FTG - - -- PE 0.0 508 16.0 0.0 42.8 0.0 0.065 TL 27.58 PV Pipe: 24 13.0 1.380 PL 103.50 PF 1.9 504 16.0 0.0 40.4 0.0 2.8 120 FTG 2E2T PE 0.0 509 16.0 0.0 38.6 0.0 0.015 TL 121.50 PV Pipe: 25 98.8 2.067 PL 25.75 PF 2.4 509 16.0 0.0 38.6 0.0 9.4 120 FTG - - -- PE 0.0 613 16.0 0.0 36.2 0.0 0.092 TL 25.75 PV Pipe: 26 -68.8 2.067 PL 1_83 PF 0.1 613 16.0 0.0 36.2 0.0 6.6 120 FTG PE 0.0 507 16.0 0.0 36.3 0.0 0.047 TL 1.83 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: lower level classroom 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: 27 -81.8 2.067 PL 17.12 PF 1.1 508 16.0 0.0 42.8 0.0 7.8 120 FTG - - -- PE 0.0 510 16.0 0.0 44.0 0.0 0.065 TL 17.12 PV Pipe: 28 18.2 1.380 PL 120.00 PF 4.3 510 16.0 0.0 44.0 0.0 3.9 120 FTG 6E2T PE 0.0 511 16.0 0.0 39.6 0.0 0.029 TL 150.00 PV Pipe: 29 85.8 2.067 PL 15.25 PF 1.1 511 16.0 0.0 39.6 0.0 8.2 120 FTG - - -- PE 0.0 509 16.0 0.0 38.6 0.0 0.071 TL 15.25 PV Pipe: 30 -100.1 2.067 PL 6.33 PF 0.6 510 16.0 0.0 44.0 0.0 9.6 120 FTG - - -- PE 0.0 512 16.0 0.0 44.5 0.0 0.094 TL 6.33 PV Pipe: 31 21.0 1.380 PL 103.50 PF 4.5 512 16.0 0.0 44.5 0.0 4.5 120 FTG 2E2T PE 0.0 513 16.0 0.0 40.0 0.0 0.037 TL 121.50 PV Pipe: 32 67.5 2.067 PL 8.25 PF 0.4 513 16.0 0.0 40.0 0.0 6.5 120 FTG - - -- PE 0.0 511 16.0 0.0 39.6 0.0 0.045 TL 8.25 PV Pipe: 33 -121.0 2.067 PL 14.29 PF 1.9 512 16.0 0.0 44.5 0.0 11.6 120 FTG PE 0.0 514 16.0 0.0 46.5 0.0 0.134 TL 14.29 PV Pipe: 34 24.7 1.380 PL 103.50 PF 6.1 514 16.0 0.0 46.5 0.0 5.3 120 FTG 2E2T PE 0.0 515 16.0 0.0 40.3 0.0 0.050 TL 121.50 PV Pipe: 35 46.6 2.067 PL 14.29 PF 0.3 515 16.0 0.0 40.3 0.0 4.5 120 FTG PE 0.0 513 16.0 0.0 40.0 0.0 0.023 TL 14.29 PV Pipe: 36 -145.7 2.067 PL 14.29 PF 2.7 514 16.0 0.0 46.5 0.0 13.9 120 FTG - - -- PE 0.0 516 16.0 0.0 49.2 0.0 0.188 TL 14.29 PV Pipe: 37 21.9 2.067 PL 2.67 PF 0.0 516 16.0 0.0 49.2 0.0 2.1 120 FTG - - -- PE 0.0 517 16.0 0.0 49.1 0.0 0.006 TL 2.67 PV Pipe: 38 21.9 1.380 PL 167.50 PF 8.7 517 16.0 0.0 49.1 0.0 4.7 120 FTG 4E6T PE 0.0 518 16.0 0.0 40.4 0.0 0.040 TL 215.50 PV Pipe: 39 21.9 2.067 PL 15.58 PF 0.1 518 16.0 0.0 40.4 0.0 2.1 120 FTG - - -- PE 0.0 515 16.0 0.0 40.3 0.0 0.006 TL 15.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: lower level classroom 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: 40 -167.6 4.026 PL 23.58 PF 0.4 516 16.0 0.0 49.2 0.0 4.2 120 FTG 2E PE 1.9 519 11.5 0.0 51.5 0.0 0.009 TL 43.58 PV Pipe: 41 -167.6 4.026 PL 8.00 PF 0.2 519 11.5 0.0 51.5 0.0 4.2 120 FTG B PE 3.5 520 3.5 0.0 55.2 0.0 0.009'TL 20.00 PV Pipe: 42 -167.6 4.026 PL 15.00 PF 0.5 520 3.5 0.0 55.2 0.0 4.2 120 FTG 2ET PE -5.4 521 16.0 0.0 50.3 0.0 0.009 TL 55.00 PV Pipe: 43 -167.6 4.026 PL 96.92 PF 1.5 521 16.0 0.0 50.3 0.0 4.2 0.009 FTG 156492 FE 0.0 522 16.0 0.0 51.8 0.0 PV Pipe: 44 -167.6 4.026 PL 9.00 PF 0.2 522 16.0 0.0 51.8 0.0 4.2 120 TL 19.00 FE 0.0 523 16.0 0.0 51.9 0.0 PV Pipe: 45 -167.6 4.026 PL 33.50 PF 0.6 523 16.0 0.0 51.9 0.0 4.2 120 FTG 3E PE 0.0 524 16.0 0.0 52.6 0.0 0.009 TL 63.50 PV Pipe: 46 -167.6 4.026 PL 12.00 PF 0.2 524 16.0 0.0 52.6 0.0 4.2 0.009 TL 22.00 PV 0.0 525 16.0 0.0 52.8 0.0 Pipe: 47 -167.6 4.026 PL 156.17 PF 2.2 525 16.0 0.0 52.8 0.0 4.2 120 FTG 8E PE 0.0 526 16.0 0.0 55.0 0.0 0.009 TL 236.17 PV Pipe: 48 -167.6 4.026 PL 53.54 PF 1.2 526 16.0 0.0 55.0 0.0 4.2 120 FTG 4ETB PE 0.0 527 16.0 0.0 56.2 0.0 0.009 TL 125.54 PV Pipe: 49 -167.6 4.026 PL 4.00 PF 0.2 527 16.0 0.0 56.2 0.0 4.2 0.009 TL 24.0T FE 0.0 RB 16.0 0.0 56.4 0.0 PV Pipe: 50 -167.6 4.220 PL 146.00 PF 1.1 RB 16.0 0.0 56.4 0.0 3.8 140 FTG ET PE 8.4 A -3.5 0.0 66.0 0.0 0.006 TL 197.00 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 73.0 0.0 7.0 psi, 167.6 gpm A -3.5 0.0 66.0 0.0 Pipe: 52 -167.6 6.280 PL 104.00 PF 0.2 B -3.5 0.0 73.0 0.0 1.7 140 FTG 2ET PE 0.0 SRC -3.5 SRCE 73.2 (N /A) 0.001 TL 195.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: cower level classroom NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.076 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.7 ft /sec at pipe 7. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 4.025 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 C-, U 0 W y . WATER SUPPLY ANALYSIS H " H Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm H 100.0 t N .. CO LEGEND \ Available pressure l 67.74 psi A 267.6 gpm 1--' NO Required pressure 2 73.15 psi A 267.6 gpm E 0 1. A. Source Supply Curve (D IA • S. System Demand Curve h H G 8 0. 0 __ • m cn F- N Cn A • • x7 U 2 0 ..--' H z H G N N E u x m H 73 O 0 O x7 m P 60.0 — t, m R x�y E i x S `j H x S yd U b 0 E • 40.0 —. H H 0 n x p m z p n x r i 0 0 m r H 20.0 __ r �' o x m m H H M J 0.0 B W I rol . M S) Cr) N 0 '1 l0 -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -6.SDF JOB TITLE: lower level classroom WATER SUPPLY CURVE 96+ 1 1 88 *\0\\\\\\\\\ \ \\\ \ \ \ \\ \ \\ 1 \ \\ \\ \ \\\ \\\ \\\\\\\ \\ \\\ 80+ 80.0 psi @ 1694 gpm -> * Flow Test Point I X 72+ 1 P 64+ R 1 E I s 1 S 56+ U 1 R 1 E 1 48+ ( 1 P I S I I 40+ 1 1 32+ 1 1 24+ 1 16+ LEGEND " 1 X = Required Water Supply 1 73.15 psi @ 267.6 gpm " 8+ 1 0 = Available Water Supply " 1 87.74 psi @ 267.6 gpm If 0 + +- +--- + - - - -+ + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #7 FILE NUMBER: 6743 -7 DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 977 sq. ft. COVERAGE PER SPRINKLER: 225 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 194.6 gpm TOTAL WATER REQUIRED (including hose): 294.6 gpm FLOW AND PRESSURE (@ BOR): 294.6 gpm @ 78.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.7 294.6 78.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 294.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 194.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 500 16.0 - - - - 39.7 - - - 501 16.0 - - - - 35.2 - - - 502 16.0 - - - - 39.7 - - - 503 16.0 - - - - 35.2 - - - 504 16.0 - - - - 39.9 - - - 505 16.0 - - - - 35.0 - - - 506 16.0 - - - - 40.7 - - - 507 16.0 - - - - 34.4 - - - 508 16.0 - - - - 43.1 - - - 509 16.0 - - - - 37.4 - - - 510 16.0 - - - - 44.6 - - - 511 16.0 - - - - 38.9 - - - 512 16.0 - - - - 45.3 - - - 513 16.0 - - - - 39.3 - - - 514 16.0 - - - - 47.9 - - - 515 16.0 - - - - 39.8 - - - 516 16.0 - - - - 51.4 - - - 517 16.0 - - - - 51.4 - - - 518 16.0 - - - - 39.9 - - - 519 11.5 - - - - 53.9 - - - 520 3.5 - - - - 57.6 - - - 521 16.0 - - - - 52.9 - - - 522 16.0 - - - - 54.9 - - - 523 16.0 - - - - 55.1 - - - 524 16.0 - - - - 55.9 - - - 525 16.0 - - - - 56.2 - - - 526 16.0 - - - - 59.1 - - - 527 16.0 - - - - 60.7 - - - 612 16.0 - - - - 32.6 - - - 613 16.0 - - - - 34.3 - - - 701 16.0 K= 5.60 9.4 17.2 702 16.0 K= 5.60 10.8 18.4 703 16.0 - - - - 11.9 - - - 704 16.0 K= 5.60 10.8 18.4 705 16.0 - - - - 12.1 - - - 706 16.0 K= 5.60 7.0 14.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 707 16.0 - - - - 8.0 - - - 708 16.0 K= 5.60 7.5 15.3 709 16.0 - - - - 8.9 - - - 710 16.0 K= 5.60 8.1 15.9 711 16.0 - - - - 9.9 - - - 712 16.0 K= 5.60 9.1 16.9 713 16.0 - - - - 12.5 - - - 714 0.0 K= 5.60 18.0 23.8 715 0.0 K= 5.60 22.3 26.4 716 0.0 - - - - 24.7 - - - 717 0.0 - - - - 25.7 - - - 718 0.0 K= 5.60 24.2 27.6 719 0.0 - - - - 27.9 - - - RB 16.0 - - - - 61.0 - - - A -3.5 - - - - 70.9 - - - B -3.5 - - - - 77.9 - - - SRC -3.5 SOURCE 78.1 194.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom 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 -17.2 1.049 PL 14.17 PF 1.4 701 16.0 5.6 9.4 17.2 6.4 120 FTG - - -- PE 0.0 702 16.0 5.6 10.8 18.4 0.098 TL 14.17 PV Pipe: 2 -35.5 1.610 PL 16.58 PF 1.1 702 16.0 5.6 10.8 18.4 5.6 120 FTG 2E PE 0.0 703 16.0 0.0 11.9 0.0 0.047 TL 24.58 PV Pipe: 3 18.4 1.049 PL 3.50 PF 1.2 703 16.0 0.0 11.9 0.0 6.8 120 FTG ET PE 0.0 704 16.0 5.6 10.8 18.4 0.111 TL 10.50 PV Pipe: 4 -53.9 2.067 PL 7.00 PF 0.2 703 16.0 0.0 11.9 0.0 5.2 120 FTG - - -- PE 0.0 705 16.0 0.0 12.1 0.0 0.030 TL 7.00 PV Pipe: 5 -14.8 1.049 PL 8.00 PF 1.0 706 16.0 5.6 7.0 14.8 5.5 120 FTG T PE 0.0 707 16.0 0.0 8.0 0.0 0.075 TL 13.00 PV Pipe: 6 15.3 1.049 PL 6.00 PF 0.5 707 16.0 0.0 8.0 0.0 5.7 120 FTG - - -- PE 0.0 708 16.0 5.6 7.5 15.3 0.080 TL 6.00 PV Pipe: 7 -30.1 1.380 PL 12.25 PF 0.9 707 16.0 0.0 8.0 0.0 6.5 120 FTG - - -- PE 0.0 709 16.0 0.0 8.9 0.0 0.073 TL 12.25 PV Pipe: 8 15.9 1.049 PL 4.00 PF 0.8 709 16.0 0.0 8.9 0.0 5.9 120 FTG T PE 0.0 710 16.0 5.6 8.1 15.9 0.085 TL 9.00 PV Pipe: 9 -46.1 1.610 PL 13.83 PF 1.0 709 16.0 0.0 8.9 0.0 7.3 120 FTG - - -- PE 0.0 711 16.0 0.0 9.9 0.0 0.076 TL 13.83 PV Pipe: 10 16.9 1.049 PL 4.00 PF 0.9 711 16.0 0.0 9.9 0.0 6.3 120 FTG T PE 0.0 712 16.0 5.6 9.1 16.9 0.095 TL 9.00 PV Pipe: 11 -62.9 1.610 PL 8.50 PF 2.2 711 16.0 0.0 9.9 0.0 9.9 120 FTG T PE 0.0 705 16.0 0.0 12.1 0.0 0.135 TL 16.50 PV Pipe: 12 -116.8 2.067 PL 3.00 PF 0.4 705 16.0 0.0 12.1 0.0 11.2 120 FTG -- PE 0.0 713 16.0 0.0 12.5 0.0 0.125 TL 3.00 PV Pipe: 12A 23.8 1.049 PL 3.00 PF 1.4 713 16.0 0.0 12.5 0.0 8.8 120 FTG T PE 6.9 714 0.0 5.6 18.0 23.8 0.179 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom 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: 12B -140.6 2.067 PL 33.00 PF 8.5 713 16.0 0.0 12.5 0.0 13.4 120 FTG ET PE 6.9 719 0.0 0.0 27.9 0.0 0.176 TL 48.00 PV Pipe: 12C -26.4 1.049 PL 6.00 PF 2.4 715 0.0 5.6 22.3 26.4 9.8 120 FTG T PE 0.0 716 0.0 0.0 24.7 0.0 0.218 TL 11.00 PV Pipe: 12D -26.4 1.380 PL 10.75 PF 1.0 716 0.0 0.0 24.7 0.0 5.7 120 FTG T PE 0.0 717 0.0 0.0 25.7 0.0 0.057 TL 16.75 PV Pipe: 12E 27.6 1.049 PL 6.00 PF 1.4 717 0.0 0.0 25.7 0.0 10.2 120 FTG - -- PE 0.0 718 0.0 5.6 24.2 27.6 0.236 TL 6.00 PV Pipe: 12F -54.0 1.610 PL 22.29 PF 2.3 717 0.0 0.0 25.7 0.0 8.5 120 FTG - - -- PE 0.0 719 0.0 0.0 27.9 0.0 0.101 TL 22.29 PV Pipe: 12G -194.6 2.469 PL 55.50 PF 11.6 719 0.0 0.0 27.9 0.0 13.0 120 FTG 3ET PE -6.9 612 16.0 0.0 32.6 0.0 0.136 TL 85.50 PV Pipe: 12H -194.6 3.068 PL 15.17 PF 1.7 612 16.0 0.0 32.6 0.0 8.4 120 FTG ET PE 0.0 613 16.0 0.0 34.3 0.0 0.047 TL 37.17 PV Pipe: 13 17.5 1.380 PL 122.14 PF 4.5 500 16.0 0.0 39.7 0.0 3.8 120 FTG 9E3T PE 0.0 501 16.0 0.0 35.2 0.0 0.027 TL 167.14 PV Pipe: 14 - 17.5 2.067 PL 17.00 PF 0.1 500 16.0 0.0 39.7 0.0 1.7 120 FTG ---- PE 0.0 502 16.0 0.0 39.7 0.0 0.004 TL 17.00 PV Pipe: 15 19.4 1.380 PL 109.08 PF 4.6 502 16.0 0.0 39.7 0.0 4.2 120 FTG 5E3T PE 0.0 503 16.0 0.0 35.2 0.0 0.032 TL 142.08 PV Pipe: 16 -17.5 2.067 PL 13.83 PF 0.1 503 16.0 0.0 35.2 0.0 1.7 120 FTG - - -- PE 0.0 501 16.0 0.0 35.2 0.0 0.004 TL 13.83 PV Pipe: 17 -36.8 2.067 PL 10.75 PF 0.2 502 16.0 0.0 39.7 0.0 3.5 120 FTG PE 0.0 504 16.0 0.0 39.9 0.0 0.015 TL 10.75 PV Pipe: 18 18.1 1.380 PL 131.50 PF 4.9 504 16.0 0.0 39.9 0.0 3.9 120 FTG 6E4T PE 0.0 505 16.0 0.0 35.0 0.0 0.028 TL 173.50 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom 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: 19 -36.8 2.067 PL 12.00 PF 0.2 505 16.0 0.0 35.0 0.0 3.5 120 FTG - - -- PE 0.0 503 16.0 0.0 35.2 0.0 0.015 TL 12.00 PV Pipe: 20 -70.0 2.067 PL 17.17 PF 0.8 504 16.0 0.0 39.9 0.0 6.7 120 FTG - - -- PE 0.0 506 16.0 0.0 40.7 0.0 0.049 TL 17.17 PV Pipe: 21 25.0 1.380 PL 103.50 PF 6.3 506 16.0 0.0 40.7 0.0 5.4 120 FTG 2E2T PE 0.0 507 16.0 0.0 34.4 0.0 0.052 TL 121.50 PV Pipe: 22 -54.9 2.067 PL 18.00 PF 0.6 507 16.0 0.0 34.4 0.0 5.2 120 FTG - - -- PE 0.0 505 16.0 0.0 35.0 0.0 0.031 TL 18.00 PV Pipe: 23 -95.0 2.067 PL 27.58 PF 2.4 506 16.0 0.0 40.7 0.0 9.1 120 FTG - - -- PE 0.0 508 16.0 0.0 43.1 0.0 0.085 TL 27.58 PV Pipe: 24 15.1 1.380 PL 103.50 PF 2.5 504 16.0 0.0 39.9 0.0 3.2 120 FTG 2E2T PE 0.0 509 16.0 0.0 37.4 0.0 0.020 TL 121.50 PV Pipe: 25 114.7 2.067 PL 25.75 PF 3.1 509 16.0 0.0 37.4 0.0 11.0 120 FTG - - -- PE 0.0 613 16.0 0.0 34.3 0.0 0.121 TL 25.75 PV Pipe: 26 -79.9 2.067 PL 1.83 PF 0.1 613 16.0 0.0 34.3 0.0 7.6 120 FTG - - -- PE 0.0 507 16.0 0.0 34.4 0.0 0.062 TL 1.83 PV Pipe: 27 -95.0 2.067 PL 17.12 PF 1.5 508 16.0 0.0 43.1 0.0 9.1 120 FTG - - -- PE 0.0 510 16.0 0.0 44.6 0.0 0.085 TL 17.12 PV Pipe: 28 21.2 1.380 PL 120.00 PF 5.7 510 16.0 0.0 44.6 0.0 4.5 120 FTG 6E2T PE 0.0 511 16.0 0.0 38.9 0.0 0.038 TL 150.00 PV Pipe: 29 99.6 2.067 PL 15.25 PF 1.4 511 16.0 0.0 38.9 0.0 9.5 120 FTG - - -- PE 0.0 509 16.0 0.0 37.4 0.0 0.093 TL 15.25 PV Pipe: 30 -116.2 2.067 PL 6.33 PF 0.8 510 16.0 0.0 44.6 0.0 11.1 120 FTG -- PE 0.0 512 16.0 0.0 45.3 0.0 0.124 TL 6.33 PV Pipe: 31 24.4 1.380 PL 103.50 PF 6.0 512 16.0 0.0 45.3 0.0 5.2 120 FTG 2E2T PE 0.0 513 16.0 0.0 39.3 0.0 0.049 TL 121.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom 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: 32 78.4 2.067 PL 8.25 PF 0.5 513 16.0 0.0 39.3 0.0 7.5 120 FTG - - -- PE 0.0 511 16.0 0.0 38.9 0.0 0.060 TL 8.25 PV Pipe: 33 -140.6 2.067 PL 14.29 PF 2.5 512 16.0 0.0 45.3 0.0 13.4 120 FTG - - -- PE 0.0 514 16.0 0.0 47.9 0.0 0.176 TL 14.29 PV Pipe: 34 28.6 1.380 PL 103.50 PF 8.1 514 16.0 0.0 47.9 0.0 6.1 120 FTG 2E2T PE 0.0 515 16.0 0.0 39.8 0.0 0.066 TL 121.50 PV Pipe: 35 54.1 2.067 PL 14.29 PF 0.4 515 16.0 0.0 39.8 0.0 5.2 120 FTG - - -- PE 0.0 513 16.0 0.0 39.3 0.0 0.030 TL 14.29 PV Pipe: 36 -169.2 2.067 PL 14.29 PF 3.6 514 16.0 0.0 47.9 0.0 16.2 120 FTG - - -- PE 0.0 516 16.0 0.0 51.4 0.0 0.249 TL 14.29 PV Pipe: 37 25.4 2.067 PL 2.67 PF 0.0 516 16.0 0.0 51.4 0.0 2.4 120 FTG - - -- PE 0.0 517 16.0 0.0 51.4 0.0 0.007 TL 2.67 PV Pipe: 38 25.4 1.380 PL 167.50 PF 11.5 517 16.0 0.0 51.4 0.0 5.5 120 FTG 4E6T PE 0.0 518 16.0 0.0 39.9 0.0 0.053 TL 215.50 PV Pipe: 39 25.4 2.067 PL 15.58 PF 0.1 518 16.0 0.0 39.9 0.0 2.4 120 FTG - - -- PE 0.0 515 16.0 0.0 39.8 0.0 0.007 TL 15.58 PV Pipe: 40 -194.6 4.026 PL 23.58 PF 0.5 516 16.0 0.0 51.4 0.0 4.9 120 FTG 2E PE 1.9 519 11.5 0.0 53.9 0.0 0.013 TL 43.58 PV Pipe: 41 -194.6 4.026 PL 8.00 PF 0.3 519 11.5 0.0 53.9 0.0 4.9 120 FTG B PE 3.5 520 3.5 0.0 57.6 0.0 0.013 TL 20.00 PV Pipe: 42 -194.6 4.026 PL 15.00 PF 0.7 520 3.5 0.0 57.6 0.0 4.9 120 FTG 2ET PE -5.4 521 16.0 0.0 52.9 0.0 0.013 TL 55.00 PV Pipe: 43 -194.6 4.026 PL 96.92 PF 2.0 521 16.0 0.0 52.9 0.0 4.9 120 FTG 4ET PE 0.0 522 16.0 0.0 54.9 0.0 0.013 TL 156.92 PV Pipe: 44 -194.6 4.026 PL 9.00 PF 0.2 522 16.0 0.0 54.9 0.0 4.9 120 FTG E PE 0.0 523 16.0 0.0 55.1 0.0 0.013 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom 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: 45 -194.6 4.026 PL 33.50 PF 0.8 523 16.0 0.0 55.1 0.0 4.9 120 FTG 3E PE 0.0 524 16.0 0.0 55.9 0.0 0.013 TL 63.50 PV Pipe: 46 -194.6 4.026 PL 12.00 PF 0.3 524 16.0 0.0 55.9 0.0 4.9 120 FTG E PE 0.0 525 16.0 0.0 56.2 0.0 0.013 TL 22.00 PV Pipe: 47 -194.6 4.026 PL 156.17 PF 3.0 525 16.0 0.0 56.2 0.0 4.9 120 FTG 8E PE 0.0 526 16.0 0.0 59.1 0.0 0.013 TL 236.17 PV Pipe: 48 -194.6 4.026 PL 53.54 PF 1.6 526 16.0 0.0 59.1 0.0 4.9 120 FTG 4ETB PE 0.0 527 16.0 0.0 60.7 0.0 0.013 TL 125.54 PV Pipe: 49 -194.6 4.026 PL 4.00 PF 0.3 527 16.0 0.0 60.7 0.0 4.9 120 FTG T PE 0.0 RB 16.0 0.0 61.0 0.0 0.013 TL 24.00 PV Pipe: 50 -194.6 1.220 PL 146.00 PF 1.5 RB 16.0 0.0 61.0 0.0 4.5 140 FTG ET PE 8.4 A -3.5 0.0 70.9 0.0 0.007 TL 197.00 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 77.9 0.0 7.0 psi, 194.6 gpm A -3.5 0.0 70.9 0.0 Pipe: 52 -194.6 6.280 PL 104.00 PF 0.2 B -3.5 0.0 77.9 0.0 2.0 140 FTG 2ET PE 0.0 SRC -3.5 SRCE 78.1 (N /A) 0.001 TL 195.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.138 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.2 ft /sec at pipe 36. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00. 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 c 0 to H trJ WATER SUPPLY ANALYSIS H " Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm y 100.0 01 N CO LEGEND Available pressure 1 87.69 psi a 294.6 gpm H N Required pressure 0 O • 2 78.13 psi B 294.6 gpm 1 A. Source Supply Curve CD .P B. System Demand Curve Fj H G 80.0 0 - 2 • co cn A H CV ro U n H H E G a o ul r E N x rh H xJ 0 O P 60.0 — o d K R m 7d H E S H H x S GI K U 40.0 _ H H c� n x ( vn z p n r 9 O K 0 cn i r H ) 20.0 __ H b X N H H 0.0 B 1 w W 'O W • Ul (D U T] H -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -7.SDF JOB TITLE: lower level classroom WATER SUPPLY CURVE 96+ 88 *\0\\\\\\\\\ \ \\ \\ \ \ \\ \\\ \\\\\\\\\\\\ \\\\\ \\ \\\\\ 80+ 80.0 psi @ 1694 gpm -> * I X Flow Test Point 1 72+ P 64+ R I E I S i S 56+ U I R I E I 48+ ( I P I S I I 40+ 1 32+ 1 1 24+ 1 16+ LEGEND 1 X = Required Water Supply 1 78.13 psi @ 294.6 gpm 8+ I 0 = Available Water Supply " 1 87.69 psi @ 294.6 gpm IV 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #8 FILE NUMBER: 6743 -8 DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: ENTIRE AREA COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 151.2 gpm TOTAL WATER REQUIRED (including hose): 251.2 gpm FLOW AND PRESSURE (@ BOR): 151.2 gpm @ 74.8 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -8.SDF JOB TITLE: lower level classroom WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.8 251.2 74.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 251.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 151.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 521 16.0 - - - - 53.2 - - - 522 16.0 - - - - 54.5 - - - 523 16.0 - - - - 54.6 - - - 524 16.0 - - - - 55.1 - - - 525 16.0 - - - - 55.3 - - - 526 16.0 - - - - 57.2 - - - 527 16.0 - - - - 58.1 - - - 801 26.0 K =11.20 8.7 33.0 802 26.0 K =11.20 9.4 34.4 803 26.0 - - - - 34.6 - - - 804 26.0 K =11.20 13.5 41.1 805 26.0 K =11.20 14.6 42.8 806 26.0 - - - - 35.0 - - - 807 26.0 - - - - 44.8 - - - 808 26.0 - - - - 46.4 - - - 809 26.0 - - - - 48.7 - - - RB 16.0 - - - - 58.3 - - - A -3.5 - - - - 67.7 - - - B -3.5 - - - - 74.7 - - - SRC -3.5 SOURCE 74.8 151.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -8.SDF JOB TITLE: lower level classroom 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 -33.0 1.610 PL 18.00 PF 0.7 801 26.0 11.2 8.7 33.0 5.2 120 FTG - - -- PE 0.0 802 26.0 11.2 9.4 34.4 0.041 TL 18.00 PV Pipe: 2 -67.4 1.610 PL 133.00 PF 25.2 802 26.0 11.2 9.4 34.4 10.6 120 FTG 4E2T PE 0.0 803 26.0 0.0 34.6 0.0 0.153 TL 165.00 PV Pipe: 3 - 67.4 2.469 PL 18.00 PF 0.3 803 26.0 0.0 34.6 0.0 4.5 120 FTG - - -- PE 0.0 806 26.0 0.0 35.0 0.0 0.019 TL 18.00 PV Pipe: 4 -41.1 1.610 PL 18.00 PF 1.1 804 26.0 11.2 13.5 41.1 6.5 120 FTG - - -- PE 0.0 805 26.0 11.2 14.6 42.8 0.061 TL 18.00 PV Pipe: 5 -83.9 1.610 PL 81.00 PF 20.4 805 26.0 11.2 14.6 42.8 13.2 120 FTG T PE 0.0 806 26.0 0.0 35.0 0.0 0.229 TL 89.00 PV Pipe: 6 -151.2 2.469 PL 104.00 PF 9.9 806 26.0 0.0 35.0 0.0 10.1 120 FTG T FE 0.0 807 26.0 0.0 44.8 0.0 0.085 TL 116.00 PV Pipe: 7 -151.2 2.469 PL 12.58 PF 1.6 807 26.0 0.0 44.8 0.0 10.1 120 FTG E PE 0.0 808 26.0 0.0 46.4 0.0 0.085 TL 18.58 PV Pipe: 8 -151.2 2.469 PL 9.00 PF 2.3 808 26.0 0.0 46.4 0.0 10.1 120 FTG ET PE 0.0 809 26.0 0.0 48.7 0.0 0.085 TL 27.00 PV Pipe: 9 -151.2 4.026 PL 8.00 PF 0.2 809 26.0 0.0 48.7 0.0 3.8 120 FTG T PE 4.3 521 16.0 0.0 53.2 0.0 0.008 TL 28.00 PV Pipe: 43 -151.2 4.026 PL 96.92 PF 1.2 521 16.0 0.0 53.2 0.0 3.8 120 FTG 4ET PE 0.0 522 16.0 0.0 54.5 0.0 0.008 TL 156.92 PV Pipe: 44 -151.2 4.026 PL 9.00 PF 0.1 522 16.0 0.0 54.5 0.0 3.8 120 FTG E PE 0.0 523 16.0 0.0 54.6 0.0 0.008 TL 19.00 PV Pipe: 45 -151.2 4.026 PL 33.50 PF 0.5 523 16.0 0.0 54.6 0.0 3.8 120 FTG 3E PE 0.0 524 16.0 0.0 55.1 0.0 0.008 TL 63.50 PV Pipe: 46 - 151.2 4.026 PL 12.00 PF 0.2 524 16.0 0.0 55.1 0.0 3.8 120 FTG E PE 0.0 525 16.0 0.0 55.3 0.0 0.008 TL 22.00 PV r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -8.SDF JOB TITLE: lower level classroom 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: 47 -151.2 4.026 PL 156.17 PF 1.9 525 16.0 0.0 55.3 0.0 3.8 120 FTG 8E PE 0.0 526 16.0 0.0 57.2 0.0 0.008 TL 236.17 PV Pipe: 48 -151.2 4.026 PL 53.54 PF 1.0 526 16.0 0.0 57.2 0.0 3.8 120 FTG 4ETB PE 0.0 527 16.0 0.0 58.1 0.0 0.008 TL 125.54 PV Pipe: 49 -151.2 4.026 PL 4.00 PF 0.2 527 16.0 0.0 58.1 0.0 3.8 120 FTG T PE 0.0 RB 16.0 0.0 58.3 0.0 0.008 TL 24.00 PV Pipe: 50 -151.2 4.220 PL 146.00 PF 0.9 RB 16.0 0.0 58.3 0.0 3.5 140 FTG ET PE 8.4 A -3.5 0.0 67.7 0.0 0.005 TL 197.00 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 74.7 0.0 7.0 psi, 151.2 gpm A -3.5 0.0 67.7 0.0 Pipe: 52 -151.2 6.280 PL 104.00 PF 0.1 B -3.5 0.0 74.7 0.0 1.6 140 FTG 2ET PE 0.0 SRC -3.5 SRCE 74.8 (N /A) 0.001 TL 195.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.066 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft /sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -8.SDF JOB TITLE: lower level classroom PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyV1v GatVly AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 C 0 0 co y + L51 WATER SUPPLY ANALYSIS ,] .. r-, Static: 88. psi Resid: 80.00 psi Flow: 1694.0 gpm H J 100.0 r rn Iv •• Co LEGEND \ Available pressure l 57.17 psi 8 251.2 ppm 0 G gpm 2 Required pressure 1 A. Source Supply Curve (1) .D- • B. System Demand Curve ft H CD G 80.0 — m Cl) A 2 H N nv J U C_I i H H G a o,r, E Er] n 7J 0 0 P 60.0 — d R m cn t7 H E in m S '-3 S 0 Grp U T T .V E 4 0.0 _ xr C) n z p n y z r s o C-: Cu-) i r k-1 20.0 __ ,T) I!' x y m H H (1\ 0.0 B w C--) I '11 CO a , 0 W ih Cl ,T) , -14.7 { 1 + { { { { { 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -8.SDF JOB TITLE: lower level classroom WATER SUPPLY CURVE 96+ 88 *0 \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ 80+ 80.0 psi @ 1694 gpm -> * Flow Test Point IX 72+ P 64+ R I E I S I S 56+ U I R I E I 48+ ( I P I s 1 I 40+ 32+ 24+ 16+ LEGEND " I X = Required Water Supply 74.83 psi @ 251.2 gpm 8+ I 0 = Available Water Supply 87.77 psi @ 251.2 gpm ,. + + + + 0 + +- +--- + - - - -+ + + 2000 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) PATRIOT FIRE PROTECTIION, INC. 4708 NE MINNEHAHA STREET VANCOUVERWA 98661 HYDRAULIC CALCULATIONS FOR TIGARD HIGH SCHOOL REMOTE AREA #9 FILE NUMBER: 9743 -9 DATE: JUL 28, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .1 gpm /sq. ft. AREA OF APPLICATION: 1138 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 178.2 gpm TOTAL WATER REQUIRED (including hose): 278.3 gpm FLOW AND PRESSURE (@ BOR): 178.3 gpm @ 69.0 psi SPRINKLER ORIFICE SIZE: 17/32 inch NAME OF CONTRACTOR: ROBINSON CONSTRUCTION DESIGN /LAYOUT BY: NICK STALKUP AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 3808132120) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -9.SDF JOB TITLE: lower level classroom WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 88.0 80.0 1694.0 87.7 278.3 69.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 278.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 178.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 521 16.0 - - - - 45.2 - - - 522 16.0 - - - - 46.9 - - - 523 16.0 - - - - 47.1 - - - 524 16.0 - - - - 47.8 - - - 525 16.0 - - - - 48.0 - - - 526 16.0 - - - - 50.5 - - - 527 16.0 - - - - 51.8 - - - 807 16.0 - - - - 39.7 - - - 808 26.0 - - - - 37.5 - - - 809 26.0 - - - - 40.6 - - - 901 26.0 K =11.20 8.7 33.0 902 26.0 K =11.20 8.9 33.3 903 26.0 K =11.20 9.5 34.5 904 26.0 K =11.20 10.8 36.8 905 26.0 K =11.20 13.2 40.7 906 26.0 - - - - 29.9 - - - RB 16.0 - - - - 52.1 - - - A -3.5 - - - - 61.8 - - - B -3.5 - - - - 68.8 - - - SRC -3.5 SOURCE 69.0 178.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -9.SDF JOB TITLE: lower level classroom 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 -33.0 2.067 PL 14.00 PF 0.2 901 26.0 11.2 8.7 33.0 3.2 120 FTG - - -- PE 0.0 902 26.0 11.2 8.9 33.3 0.012 TL 14.00 PV Pipe: 2 -66.3 2.067 PL 14.00 PF 0.6 902 26.0 11.2 8.9 33.3 6.3 120 FTG - - -- PE 0.0 903 26.0 11.2 9.5 34.5 0.044 TL 14.00 PV Pipe: 3 -100.8 2.067 PL 14.00 PF 1.3 903 26.0 11.2 9.5 34.5 9.6 120 FTG - - -- PE 0.0 904 26.0 11.2 10.8 36.8 0.095 TL 14.00 PV Pipe: 4 -137.6 2.067 PL 14.00 PF 2.4 904 26.0 11.2 10.8 36.8 13.2 120 FTG - - -- PE 0.0 905 26.0 11.2 13.2 40.7 0.170 TL 14.00 PV Pipe: 5 -178.2 2.067 PL 51.00 PF 16.7 905 26.0 11.2 13.2 40.7 17.0 120 FTG T PE 0.0 906 26.0 0.0 29.9 0.0 0.274 TL 61.00 PV Pipe: 6 -178.2 2.469 PL 17.42 PF 5.5 906 26.0 0.0 29.9 0.0 11.9 120 FTG 3ET PE 4.3 807 16.0 0.0 39.7 0.0 0.115 TL 47.42 PV Pipe: 7 -178.2 2.469 PL 12.58 PF 2.1 807 16.0 0.0 39.7 0.0 11.9 120 FTG E PE -4.3 808 26.0 0.0 37.5 0.0 0.115 TL 18.58 PV Pipe: 8 -178.2 2.469 PL 9.00 PF 3.1 808 26.0 0.0 37.5 0.0 11.9 120 FTG ET PE 0.0 809 26.0 0.0 40.6 0.0 0.115 TL 27.00 PV Pipe: 9 -178.2 4.026 PL 8.00 PF 0.3 809 26.0 0.0 40.6 0.0 4.5 120 FTG T PE 4.3 521 16.0 0.0 45.2 0.0 0.011 TL 28.00 PV Pipe: 43 -178.2 4.026 PL 96.92 PF 1.7 521 16.0 0.0 45.2 0.0 4.5 120 FTG 4ET PE 0.0 522 16.0 0.0 46.9 0.0 0.011 TL 156.92 PV Pipe: 44 -178.2 4.026 PL 9.00 PF 0.2 522 16.0 0.0 46.9 0.0 4.5 120 FTG E PE 0.0 523 16.0 0.0 47.1 0.0 0.011 TL 19.00 PV Pipe: 45 -178.2 4.026 PL 33.50 PF 0.7 523 16.0 0.0 47.1 0.0 4.5 120 FTG 3E PE 0.0 524 16.0 0.0 47.8 0.0 0.011 TL 63.50 PV Pipe: 46 -178.2 4.026 PL 12.00 PF 0.2 524 16.0 0.0 47.8 0.0 4.5 120 FTG E PE 0.0 525 16.0 0.0 48.0 0.0 0.011 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -9.SDF JOB TITLE: lower level classroom 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: 47 -178.2 4.026 PL 156.17 PF 2.5 525 16.0 0.0 48.0 0.0 4.5 120 FTG 8E PE 0.0 526 16.0 0.0 50.5 0.0 0.011 TL 236.17 PV Pipe: 48 -178.2 4.026 PL 53.54 PF 1.3 526 16.0 0.0 50.5 0.0 4.5 120 FTG 4ETB PE 0.0 527 16.0 0.0 51.8 0.0 0.011 TL 125.54 PV Pipe: 49 -178.2 4.026 PL 4.00 PF 0.3 527 16.0 0.0 51.8 0.0 4.5 120 FTG T PE 0.0 RB 16.0 0.0 52.1 0.0 0.011 TL 24.00 PV Pipe: 50 -178.2 4.220 PL 146.00 PF 1.3 RB 16.0 0.0 52.1 0.0 4.1 140 FTG ET PE 8.4 A -3.5 0.0 61.8 0.0 0.006 TL 197.00 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE B -3.5 0.0 68.8 0.0 7.0 psi, 178.2 gpm A -3.5 0.0 61.8 0.0 Pipe: 52 -178.3 6.280 PL 104.00 PF 0.2 B -3.5 0.0 68.8 0.0 1.8 140 FTG 2ET PE 0.0 SRC -3.5 SRCE 69.0 (N /A) 0.001 TL 195.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 3808132120 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.138 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.0 ft /sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -9.SDF JOB TITLE: lower level classroom PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 (-( ci O co H m WATER SUPPLY ANALYSIS ,-3 .. 100.0 Static: 88.00 psi Resid: 80.00 psi Flow: 1694.0 gpm y � , r t3 Ii .. co LEGEND Available pressure 1 87.72 psi B 278.3 gpm F I') Required pressure 0 C. .3 1 2 A. Source Supply3Curve (1) .1- B. System Demand Curve 1y I✓ G 80.0 c 61 A 1--. Co '17 'v U () i F-i G 2 N m r E w x m n 27 0 0 P 60.0 o 73 w 0 ,--.. R m H E U' 01 S H H i S C) 1-: y U 71 :n R cJ J- E 40.0 H H Cl 0 T U] P (-) :" x r ' s o -: o i r�-+ 20.0 m I H H J 0.0 B w CO I 'D I.13 W U/ fp n n7 -14.7 1 I f 400 600 800 1000 1200 . 1400 1600 1800 2000 FLOW (GPM) .a iy SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/28/2004 Z: \WORK ORDERS \TIGARD HIGH SCHOOL PHASE II \6733 -9.SDF JOB TITLE: lower level classroom WATER SUPPLY CURVE 96+ 1 88 * \0 \ \ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\ 80+ 80.0 psi @ 1694 gpm -> * Flow Test Point 72+ 1 I X 1 P 64+ R I E I S I S 56+ U I R I E I 48+ ( 1 P I s I I 40+ 1 1 32+ 24+ 1 1 1 16+ LEGEND I X = Required Water Supply 1 68.98 psi @ 278.3 gpm 8+ I 0 = Available Water Supply " 1 87.72 psi 8 278.3 gpm I/ " 1 + 0 + +- +--- + - - - -+ + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) u 4708 NE Minnehaha Street s r ,. Fire Sprinklers Save Laves! Vancouver, WA 98661 FIRE PROTECTION, INC. TEL (360) 699.4403 - . ✓ PORTLAND (503) 222.6001' - FAX (360) 699.4485 f *, EQUIP YE T SUBMITTAL N. TIGARD FIIGY o SCHOOL PHASE II TIGARD, OREGON ITEM MANF. MODEL SIZE COMMENTS * ** SPRINKLERS * ** FAST RESP. REC. PENDENT RASCO F1FR 1/2" CHROME 155' FAST RESPONSE UPRIGHT RASCO F1FR • 1/2" BRONZE 155' - FAST RESPONSE SIDEWALL RASCO F1FR 1/2" BRONZE 200' FAST RESP. E.C. SIDEWALL RASCO FIFR EC .60" CHROME 155' EXTENDED COV. PENDENT TYCO EC -11 .60" CHROME 155' EXTENDED COV. UPRIGHT TYCO EC 11 .60" BRONZE 155' * ** VALVES * ** BUTTERFLY VALVE Grinnell 7700FP 4" W/ TAMPER * ** PIPE * ** GROOVED ALLIED SCH 10 4" SCREWED PIPE ALLIED SCH 40 1 " -2" * ** FITTINGS * ** f�: GROOVED COUPLINGS STAR VARIES 1 1/4 "-4" GROOVED FITTINGS STAR VARIES 1 1/4 " -4" SCREWED FITTINGS STAR VARIES 1" - 2" * ** ELECTRICAL DEVICES * ** WATERFLOW INDICATOR POTTER VSR -F 4" * ** HANGERS * ** u RING HANGER TOLCO FIG 2 1 " -6" EQ BRACING TOLCO VARIES 1" KWIK BOLT II HILTI KBII 3/8" CEILING FLANGE TOLCO FIG. 78 3/8" TOP BEAM CLAMP GRINNELL FIG 92 3/8" POWER STRUT HILT! PS -200 1 7/8 RECEIVED City OA Tlq.arct AUG 1 9 2004 esN,,, ,; : 1, . CITY OF TIGARD li r:)c , 'Lt 12 7 P-- -- Pate /0-5 'p BUILDING DIVISION 13 uP2oo 4 - o o X 03 ; . 7oo o s w M,1 OUR,7 R ° I% . OFFICE, OTT TACOMA, WA OFFICE HANFORD, WA OFFICE SPOKANE, WA OFFICE TEL: (253) 926.2290 TEL (509) 373.8895 TEL: (509) 926.3428 FAX: (253) 922.6150 FAX (509) 373.8919 FAX: (509) 926.3708 PATRIFPOS9CF Bulletin 136 Rev.L �i m 5 5`wr^ '. " x;r rYJr`.. �:'.lh%:3 +'i: � Sa, r't +' Model Fl FR .� �fi _s.:R.w�:.xare� 7r , t�. 4 y§ss. �, rf 1 ..F Sri key �. k-,in pR, 'l'£t�' Model Fl FR Recessed 5 H `''s ` N. � , v J " 'o.,, „, sa a � , r -,: ) z �,. t ; r 'V;. . 44;Y: k " ati Q uick Response 4� tF >� � �� Sprinklers 7Velil . .-,.icI V:iti.X.' r" : o e�4.,'� ..".` `... , ` 0 fie i .Ji ".., 7. s" �f.-.'Hr r s �., �. r- Fl FR Sprinlder Types Standard Upright Standard Pendent rk Conventional r - Vertical Sidewall - - : ->>> Horizontal Sidewall — HSW 1 Deflector Model F1 FR Recessed Types Sprinkler Typ « . j : . vi Recessed Pendent =- ` Recessed Horizontal Sidewall" — HSW 1 Deflector Upright Pendent Listings & Approvals �>= 1. Listed by Underwriters Laboratories, Inc. (UL) "'-'=x ,- : "� 2. Listed by Underwriters' Laboratories of Canada (U LC) , ' : €; .:`,`.` _ ,:. 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) , - 5. NYC BS &A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1 fir `'l . . 7. Verband der Schadenversicherer (VdS, Germany) '417 k . 8. NYC MEA 258 -93 -E - 'a` y. :- " " J UL Listing Category Sprinklers, Automatic & Open r Quick Response Sprinkler Vertical Sidewall Conventional UL Guide Number VNIV Product Description -, , Reliable Models F1FR and F1FR Recessed Sprinklers are ,9�TM ' tir, quick response sprinklers which combine the durability of a ." 31 !`, • .. t. standard sprinkler with the attractive low profile of a decorative : "t -'444,..,„ ', . ssprinkler. %' . -- The Models F1 FR and Fl FR Recessed automatic sprinklers :°, utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This Horizontal Sidewall Recessed Pendent quick response enables the Model F1FR and F1FR Recessed HSW 1 Deflector sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. Application The glass bulb consists of an accurately controlled amount Quick response sprinklers are used in fixed fire protec- of special fluid hermetically sealed inside a precisely manufac- tion systems: Wet, Dry, Deluge or Preaction. Care must be tured glass capsule. This glass bulb is specially constructed to exercised that the orifice size, temperature rating, deflector provide fast thermal response. The balance of parts are made style and sprinkler type are in accordance with the latest of brass, copper and beryllium nickel. published standards of the National Fire Protection Asso- At normal temperatures, the glass bulb contains the fluid ciation or the approving Authority Having Jurisdiction. in both the liquid and vapor phases. The vapor phase can Quick response sprinklers are intended for installation as be seen as a small bubble. As heat is applied, the liquid ex- specified in NFPA 13. Quick response sprinklers and stan- pands, forcing the bubble smaller and smaller as the liquid dard response sprinklers should not be intermixed. pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- i " ute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. t,- `: The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler Identification Standard - Upright (SSU) and Pendent (SSP) Sprinkler Approval Number (SIN) Deflectors Marked to Indicate Position US Metric Height Organization SSU SSP r.. /" (15mrn) Standard Orifice with 7" NPT (R /) Thread 5.6 80 2.2" (56mm) 1.2.3.4.5.6.7 R3625 R3615 7" (20mm) Large Orifice with /" NPT (R4• )Thread 8.0 115 2.3" (58mm) 1.2.3.4.7,8 R3622 R3612 7." (17mm) Small Orifice with 7." NPT (Rt) Thread 4 -2 60 2.54" (65mm) 1.2.8 R3623 R3613 7" (10mm) Small Orifice with 7" NPT (R /) Thread 2.8 40 2.54" (65mm) 1.2.8 R3621 R3611 10mm Orifice XLH with R/" Thread 4.2 60 56.1mm 4.6.7 R3624 R3614 Conventional- Install in Upright or Pendent Position 10mm Orifice XLH with At Thread 4.2 60 56.1mm R3674 15mm Standard Orifice with 7" NPT (Rt) Thread 5.6 80 56.1mm 4.6.7 R3675 20mm Large Orifice with -" NPT (R/)Thread 8.0 115 58.4mm 4.7 R3672 e t . ... "'3 Upright Pendent Upright Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval' Sprinkler Identification 11. Orifice Size US Metric Height Organizations Number (SIN) 7" (15mm) /" NPT (RV_) 5.6 80 2.2" (56mm) _ 1.2.3.4.5.7.8 R3615 /_" (20mm) /" NPT (R") 8.0 115 2.3" (58mm) 1.2.3 R3612 /" (11mm) /" NPT (R'. 4.2 _ 60 2.54" (65mm) 1.2.8 R3613 7" (10mm) /" NPT (R!/-) 2.8 _ 40 2.54" (65mm) 1.2.8 R3611 10mm Rt 4.2 60 56.1mm 4.7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. r 1 I /4' 111 _ [e7 7 IS/ — — — I X I /T' REDUCER TURN COLLAR ONm TIGHT AGAINST SPRINKLER WRENCH BOSS _- I FACE OF 1117ING TO ii 'a t o 1 27/81' DIA (72.2mm) ' 136!VOID (I) REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. t. 2. Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy '' Installation Data: K Factor Approval Sprinkler Identification Nominal Orifice Thread Size Sprinkler Height US Metric Organizations Number (SIN) c.. ,,” V NPT (RV) 5.6 80 2.2" (56mm) 1.2. 3. 6. 8 _ R3685 15mm 1 ' NPT (R! %) 5.6 80 2.2" (56mm) 4' (1) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling %;',— Dimension (Min. - Max.) 3 ' . Upright 4" - 12" (102mm - 305mm) • '� Pendent 6" - 12" (152mm - 305mm) 44x;8 " s _ Vertical Sidewall Model Fl FR Quick Response Horizontal Sidewall Sprinkler 14 Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations Sprinkler K Factor and Type of Approval Identification Nominal Thread Sprinkler Light Ordinary Number Orifice Size US Metric Length (SIN) Hazard " (15mm) /" NPT(R'U) 5.6 90 2.63" (67mm) 1.2.3.5.9 1 2.5.8 83635 NOTE: UL and ULC Listing permits use with El or F2 recessed escutcheon. .p K f $ ' ,,:7 Horizontal Sidewall 4r 1 ., 3. Q Installation Sprinkler Types Quick response sprinklers are intended for installation Standard Upright as specified in NFPA 13. Quick response sprinklers and Standard Pendent standard response sprinklers should not be intermixed. Conventional �� The Model Fl FR Recessed Quick Response Sprinklers Sidewall (Vertical, Horizontal HSW 1 ) are to be installed as shown. The Model Fl or F2 Escutch- eons illustrated are the only recessed escutcheons to be Recessed Pendent used with the Model Fl FR Sprinklers. The use of any other Recessed Horizontal Sidewall HSW1 e` recessed escutcheon will void all approvals and negate all warranties. When installing Model Fl FR Sprinklers, use the Model D Sprinkler Wrench. When installing Model Fl FR Recessed Finishes (1) `A Sidewall Sprinklers, use the Model GFR1 Sprinkler Standard Finishes Wrench. Use the Model RC1 Wrench for installing F1FR Sprinkler Escutcheon Recessed Pendent Sprinklers. Any other type of wrench Bronze Brass may damage these sprinklers. Chrome Plated Chrome Plated "' White Polyester Coated White Painted "' Temperature Ratings Special Application Finishes Sprinkler Escutcheon Sprinkler Classification Temperature M ax. Ambient Bulb Bright Brass Bright Brass °C °F Temp. Color Black Plated Black Plated Ordinary 57 135 100 °F (38 °C) Orange Black Paint Black Paint Ordinary 68 155 100 °F (38 °C) Red Off White Off White Intermediate 79 175 1505-166°C) Yellow Satin Chrome Satin Chrome Intermediate 93 200 150 °F(66 °C) Green High ' ' 141 286 225 °F (107°C) Blue t't Other finishes and colors are available on special order. Consult the factory for details ' ' Not available for recessed sprinklers. FM Approvals is limited to bronze and brass. chrome or black plated finishes only Escutcheon Data ,Si FP Push - on/Thread -off escutcheon Escutcheon Face of Fitting Model Approvals Adjustment Dimension to Ceiling or Wall Dimension r1 1.2 .4 /" y X6 Ordering Information (19mm) (19mm) (5mm -24mm) Specify: 1-2 1.2.3 4.5.7.8 1" );e 1. Sprinkler Model (13rrmm) (25mm) (5mm - 17mm) 2. Sprinkler Type FR 1.2 Fully Recessed /: 3. Orifice Size ( 11rnm) Push -oni rr 4. Deflector Type Thread -off 1.2 Fully Retracted (24mm) 5. Temperature 'Rating Maintenance 6. Sprinkler Finish The Models F1FR and F1FR Recessed Sprinklers 7. Escutcheon Type should be inspected quarterly and the sprinkler system 8. Escutcheon Finish (where applicable) maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other Note: When Model F1FR Recessed sprinklers are cleaning fluids. Remove dust by using a soft brush or gen- ordered, the sprinklers and escutcheons are packaged tie vacuuming. Remove any sprinkler which has been separately. painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained I in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non - operation. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation. or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years. and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States. Canada and foreign countries. 1I' Manufactured by xT v;5at' `1. ,Z. £ H, Recycled " ^ { ` *. Th R A S Co Inc. 4 Paper � y�. . R ' ti. r r 'f , [ 0 (800)431 -1588 Sales Offices g (800)848 - 6051 Sales Fax Revision lines indicate updated or new data t ,�r� n�" r r • * x tl (914)668 3470 Corporate Offices + r:i '�r'4" saa46J '° .Cr�:Ai *ei ifiti? www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 3/03 5/59999973027 Bulletin 148 Rev.B i r+��',�{p II, y � a�F"' T x g '' i ` i� r C+�. F ` rv4r `.' '� ''-4 ` e � ! U�.r�' �,. a.+i F ' 5'# ''?` model F Y F , T _ `r. Jt�_ s�,`�ste a�;.i# -�+< +f. ..�-i ....:: _ 3::;x0. ,.t; �'a.. f `�. x .mo s Jy rc „,--T. ® r zET %1 y � `Y .. 41 � r ` ,* 4 ;:� ._t f Model Fl FR Recesse � yA ,- 7� 5 . h x F e Al 1 j 41 0%:: : - .7 . Quick Res Extended Ai M ,- V;±%1 ,- 'u t� , � ... t � its., � � t r r'� a fi r ; '„r � . r ea s � o ` �� , �,� � Y2. ' � Coverage Sprinklers .?ter '`n - ,rt\'!. .�s s 9� ri Fr ;, E a!y 'y r #�* ^im ivi co °- A complete line of UL Listed and FM Approved quick response extended coverage _ sprinklers for light hazard applications.' Horizontal Sidewall Sprinklers are approved r , , 4, , . _ for installation 4” - 12" (102mm - 305mm) , 1 ` below the ceiling. ,* '` Model Fl FR QREC Sprinkler Types Extended Coverage Pendent a Recessed Extended Coverage Extended Coverage Horizontal Sidewall Extended Coverage Pendent • EC -8 Deflector • EC -9 Deflector Model Fl FR QREC Recessed Sprinkler Types N ; Recessed Extended Coverage Pendent .. ,- �_ . , , : f Recessed Extended Coverage Horizontal .^': " Sidewall: V t ' • EC -8 Deflector I • EC -9 Deflector , Approval Organizations Extended Coverage Recessed Extended • 1. Underwr Laboratories, Inc. Horizontal Sidewall EC -8 Coverage Horizontal Sidewall EC -8 2. Underwriters' Laboratories of Canada — 3. Factory Mutual Research Corporation I i 4. NYC MEA 258 -93 -E ' UL Listing Category f -s r R t Sprinklers, Automatic &Open ` t 'ms` 7 .,. Quick Response Extended Coverage Sprinkler' -i'%• �, , 1 . i , UL Guide Number ' i`�NS Vow, Note: Consult appropriate FM Installation Standards regarding limitations of room size, ceiling height and minimum wall fire resistance rating. Extended Coverage Recessed Extended Horizontal Sidewall EC -9 Coverage Horizontal Sidewall EC -9 Product Description Reliable Models F1FR QREC and F1FR QREC The balance of parts are made of brass, copper and Recessed Sprinklers are quick response sprinklers which beryllium nickel. combine the durability for a standard sprinkler with the The temperature rating of the sprinkler is identified by attractive low profile of a decorative sprinkler. the color of the glass bulb. The Models F1FR QREC and F1FR QREC Recessed Application Automatic Sprinklers utilize a 3.0mm frangible glass bulb. These sprinklers have demonstrated response times in Quick response sprinklers are used in fixed fire laboratory tests which are five times faster than standard protection systems: Wet, Dry, Deluge or Preaction. Care response sprinklers. This quick response enables these must be exercised that the orifice size, temperature sprinklers to apply water to a fire much faster than rating, deflector style and sprinkler type are in standard sprinklers of the same temperature rating. accordance with the latest published standards of the The glass bulb consists of an accurately controlled National Fire Protection Association or the approving r � amount of special fluid hermetically sealed inside a authority having jurisdiction. Quick response sprinklers precisely manufactured glass capsule. This glass bulb is are intended for installation as specified in NFPA 13. specially constructed to provide fast thermal response. The Reliable Automatic Sprinkler Co., Inc. • 525 North MacQuesten Parkway • Mount Vernon • New York •10552 Model Fl FR Quick Response Extended Coverage Pendent Sprinkler Deflector: EC Installation Wrench: Model D Sprinkler Wrench "i Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy r� ':7. } 4 Installation Data "K" Factor Sprinkler `- Nominal Thread Sprinkler Temperature Approval Identification , Orifice Size US Metric Length Rating Organizations Number (SIN) - . t . ' /_" (20mm) % "NPT (R i) 8.0 115 1 7 (57°C) 1.2.3.4 R4842 (56 155 135 °F (68°C) X" (15mm) /" NPT (R' /) 5.6 80 2.1" 135 °F ('S7 °C) 1.2.4 R4845 (53 4mm) 155 °F (68°C) " FM Approval of pendent sprinkler - 135 °F (57 °C) only Model Fl FR Recessed Quick Response Extended Coverage Pendent Sprinkler Deflector: EC Installation Wrench: Model RC1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Temperature" Approval` Identification , ,;, - ,.nrr ON Orifice Size US' Metric Length ' Rating Organizations Number (SIN) l _" /" NPT 2.2" 135 °F (57°C) 8.0 115 1.2.3.4 R4842 r ---1 � (20rrr) (R-vi) (56.1mrn) 155 °F (68 °C) /" %" NPT 5.6 80 2.1" 135 °F (57 °C) I , n earc. (53.4mm) 155 °F (68°C) 1.2.4 R 48 45 A �- _ (15mm) (R FM Approval of recessed sprinkler — 135 °F (57 °C) only. I ° — `a Refer to escutcheon data table for approvals and dimensions. 1 �� m7 - sal -1 `-.., 4°° Ve COVERAGE AREA "' _,.,� Pressure, psi (bar) Maximum Ii Flow Coverage Area Rate Width x Length , 27%1] DO. ' gpm (L/min) K = 8.0 (115) K=5.6(80) ft. x ft. (m x m) 26 (98.4) 10.6 (0,7) 21.6 (1,5) 16x 16 (4.9x4.9) 33. (125.0) 17.0 (1,2) 34.7 (2,4) 18x 18 (5.5x5.5) 40 (151.4) 25.0 (1,7) 51.0 (3,5) 20x20 (6.0x6.0) (3) 135 °F (57 °C) only for both Pendent and Recessed Pendent. Model Fl FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -8 Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval Temperature Identification -- 12. , : :,;, ., . , -. x Orifice Size US Metric Length Organizations Rating Number (SIN) 4,4, ; " i .i i35 °F (57 °C) ' it /" /" NPT 5.6 80 2.8" 1. 2. 3. 4 155 °F (68 °C) R4865 (15mm) (R(1) (71 1ma 175 °F (79 °C) . l• - 2. Model Fl FR Recessed Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -8 Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval` Temperature"' Identification N_ r-. Orifice Size US Metric Length Organizations Rating Number (SIN) • /, NPT 2.8" 135 °F (57 °C) °1 „ s • 5.6 80 1. 2.3.4 155 °F (68 °C) R4865 \ ro , l' (15mm) (RV.,) (71.1mm) 175 °F (79°C) "' FM Approval of recessed sprinkler - 135 °F (57 °C) only _ EN (2) Refer to escutcheon data table for approvals and dimensions. r { s AIN r COVERAGE AREA 5/16 Ii1VIINII►� 227/s Flow Rate Pressure Maximum Deflector to Ceiling ° `` 1 Il l (Umin) _psi (bar) Coverage Area Dimension x Length Min. - Max. I I -" _ UL FM UL FM ft. x ft. (m x m) Inches (mm) `l I 26 (98.4) 26 (98.4) 21.4 (1,5) 21.4 (1,5) 16x16 (4.9x4.9) 4 -12 (102 -305) \ 1 . 29 (109.8) 30 (113.6) 26.6 (1,8) 28.5 (2,0) 16x 18 (4.9x5.5) 4 -12 (102 -305) I 'VC"' - 32 (121.1) 33 (125.0) 32.4 (2,2) 1 34.5 (2,4) 16x20 (4.9x6.0 4- 12 (102-305) 2 "' 21N1121129 I bamwrM i.emr Model Fl FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -9 Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval' Temperature Identification ' ry" Orifice Size US Metric Length _ Organizations Rating Number (SIN) C r ' ' . � " � , ; , ,. 1 » :r ` 135 °F (5 °C) .t y 7, • / - % 2.85 . ,.,.., 8.0 115 1.2.3.4 155 °F (68 °C) R4862 �z (20rnm) (R/) (72.4mm) 175 °F (78 °C) 1, Model Fl FR Recessed Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -9 Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval` Temperature Identification Orifice Size US Metric Length Organizations Rating"' Number (SIN) ' %_" %" NPT 2,85" 135 °F (57 °C) (. 8.0 115 1.2.3.4 155 °F (68 °C) R4862 kt (20mm) (R -V1) (72.4mm) 175 °F (78 °C) rnci or Flmnc ro" mow 0411£145,0n' r /6' "' FM Approval of recessed sprinkler - 135 ° F only. a C 10 2 `2' Refer to escutcheon data table for approvals and dimensions. _u_) , - -- -� EP » &C„ COVERAGE AREA I f , . _ Flow Rate Maximum , ,5/16- ��NI���UI��r�� 1 77/32 2 :�� °. gpm (Umin) Pressure, psi (bar) Coverage Area Deflector to Ceiling a lif ri Width x Length Dimension Min. - Max. J UL FM UL FM ft x ft. (m x m) Inches (mm) L I _jig 26 (98.4) - 10.6 (0.7) - 16 x 16 (4.9 x 4.9) 12 (305) NI 29 (109.8) 32 (121.1) 13.1 (0.9) 16.0 (1.1) 16 (4.9x4.9) 4 -12 (102 -305) 29 (109.8) 36 (136.3) 13.1 (0.9) 20.2 (1.4) 16x18 (4.9x5.5) 4 -12 (102-335) ,...„ L_____,.,„ 32 (121.1) 40 (151.4) 16.0 (1.1) 25.0 (1.7) 16x20 (4.9x6.0) 4- 12 (102 -305) 2 1/4' 1}4.14,22 36 (136.3) 44 (166.6) 20.2 (1.4) 30.2 (2.1) 16x22 (4.9x6.7) 4 -12 (102 -305) I ,uH,snrrlr« t.5 +r 39 (147.6) 48 (181.7) 23.8 (1.6) 36.0 (2.51 16x24 (4.9x7.3) 4 -12 (102 -305) I- 3. Model Fl FR & Fl FR Recessed Quick Response Extended Coverage Sprinklers Finishes" Quick response sprinkler are intended for installation Standard Finishes as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model Fl FR Recessed QREC Sprinklers are to be Bronze Brass installed as shown. The Model Fl or F2 Escutcheons Chrome Plated Chrome Plated illustrated are the only recessed escutcheons to be used White Polyester Coated White Painted with the Model F1FR Sprinklers. The use of any other special Application Finishes recessed escutcheon will void all approvals and negate Sprint Escutcheon all warranties. When installing Model Fl FR QREC Sprinklers, use the Bright Brass Bright Brass Model D Sprinkler Wrench. When installing Model F1FR Black Plating Black Plating P g Black Paint Black Paint QREC Recessed Sidewall Sprinklers, use the Model Off White Off White GFR1 Sprinkler Wrench. Use the Model RC1 Wrench for Satin Chrome Satin Chrome installing F1FR QREC Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. "' Other colors and finishes are available on special order. Consult factory for details. Maintenance . FM Approval limited to bronze, bright and satin chrome plated, The Models Fl FR QREC and F1FR QREC Recessed and polyester coated only. Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by Escutcheon Data using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory E ovals"' Adjustment Dimens I i ngor applied) or damaged in any way. A stock of spare Wall Dimension sprinklers should be maintained to allow 7- ,,,, °' /, °(smma replacement of damaged or operated sprinklers. Prior to Fl 1.2.4 1", (19n m) installation, sprinklers should be maintained in the 1/" (35n-i' m/ "( z4mm) original cartons and packaging until used to minimize the r (zsmm) "' /. ; ° (5mm) potential for damage to sprinklers that would cause L F2 1, 2.3.4 /" (13mm) 1 .� ' „ )`� / ^t18mm) improper operation or non - operation. "' EC Pendent `� ``' EC HSW Temperature Ratings "' NYC MEA 258 -93 -E, Pendent and Recessed Pendent Only. Sprinkler Maximum Rating Ordering Information aig Ambient Temp. Classification °F °C °F 5 C Bulb Color Specify: 1. Sprinkler Model Ordinary 135 57 100 38 Orange 2. Sprinkler Type Ordinary 155 68 100 38 Red 3. Orifice Size Intermediate 175 79 150 66 Yellow 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish Sprinkler Types 7. Escutcheon Type Extended Coverage Pendent 8. Escutcheon Finish (where applicable) Extended Coverage Sidewall Note: When Model F1FR Recessed sprinklers are • EC -8 HSW Deflector ordered, the sprinklers and escutcheons are • EC -9 HSW Deflector packaged separately. . Recessed Extended Coverage Pendent Recessed Extended Coverage Sidewall • EC -8 HSW Deflector • EC -9 HSW Deflector the equipment presented in this bulletin is to he installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation. or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 30 years. and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States. Canada add foreign countries. p '''4 s ,_ . •• Recycled °® # ® The Reliable Automatic Sprinkler Co., Inc. 6 � Paper zy� r ev (800) 431 -1588 Sales Offices IF V s (800) 848 -6051 Sales Fax ,' (914) 668 -3470 Corporate Offices Revision lines indicate updated or new data. , , v 4 •,; , ,x » : .a...v r ,. www_reliablesprinkfer.com Internet Address E.G. Printed in U.S.A. 4/03 P/N 9999970142 t N F Building �x".z � �+ , rt ate Products EENTRAL Customer Service /Sales: Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362 -0700 / (800) 523 -6512 p� Fax: (215) 362-5385 Series C - C - ® 11.2 and 14.0 Dl- factor Extended Coverage (Light and Ordinary Hazard) Upright Pendent, and Rec. Pendent Sprinklers Corrosion resistant coatings. where General applicable, are utilized to extend the life of copper alloy sprinklers beyond c 1cr z t r 0,escription that which would otherwise be ob- , � ,, , P 6 - tamed when exposed to corrosive at &: r; a'-' ` The Series EC -11 and EC -14 Ex- mospheres. Although corrosion resin ;p " `; 9 Upright sprinklers passed o' i tended Coverage U ri ht and Pendent tant coated s rinklers have assed the I1 " ' ,� , Sprinklers are decorative glass bulb standard corrosion tests of the appli it�o,``�n r ,� `l, sprinklers designed for use in light or cable approval agencies, the testing is , ,, • ordinar y hazard occupancies. P ancies. The Y not representative of all possible tor- 1 me ="* :' are intended for use in automatic rosive atmospheres. Consequently, it a' r ;; -t sprinkler systems designed in accord- is recommended that the end user be ante with standard installation rules consulted with respect to the suitability -=_ '' N - , , (e.g., NFPA 13) for a maximum cover- of these corrosion resistant coatings age area of 400 ft (37,2 m as com- for any given corrosive environment. pared to the maximum coverage area The effects of ambient temperature, of 130 ft (12,1 rn for standard cover- concentration of chemicals, and age sprinklers used in ordinary haz- gas /chemical velocity, should be con - ard occupancies or 225 ft (20,6 m sidered, as a minimum. along with the for standard coverage sprinklers used corrosive nature of the chemical to in light hazard occupancies. which the sprinklers will be exposed. i. The Series EC -11 and EC -14 Sprin- WARNINGS / E r klers feature a UL and C -UL Listing The Series EC-11 and EC-14 Ex- T`- Y�. that permits their use with unob- tended Coverage Sprinklers described strutted or non-combustible ob herein must be installed and main - fined ceiling construction as de- tamed in compliance with this docu- fined and permitted by NFPA 13, as ment, as well as with the applicable well as a specific application listing for standards of the National Fire Protec- use under concrete tees. tion Association, in addition to the The Series EC -11 and EC -14 Ex- standards of any other authorities hay- , tended Coverage Sprinklers have ing jurisdiction. Failure to do so may been fire tested to compare their per- impair the integrity of these devices. to that of standard coverage The owner is responsible for maintain spray sp Model/Sprinkler spray sprinklers. These tests have ing their fire protection system and de- shown that the protection provided is vices in proper operating condition. Identification ion equal to or more effective than stand- The installing contractor or sprinkler and coverage spray sprinklers. manufacturer should be contacted Number relative to any questions. TY5137 - Upright, 11.2K IMPORTANT TY5237 - Pendent, 11.2K Always refer to Technical Data TY6137 - Upright, 14.0K Sheet TFP700 for the "INSTALLER TY6237 - Pendent,14.0K WARNING" that provides cautions TY5137 is a redesignation for C5137. with respect to handling and instal- G1894, and S2510. lation of sprinkler systems and com- ponents. Improper handling and in- TY5237 is a redesignation for C5237. stallation can permanently damage G1893, and S2511. a sprinkler system or its compo- TY6137 is a redesignation for C6137, nents and cause the sprinkler to fail G1896, and S2610. to operate in a fire situation or cause it to operate prematurely. TY6237 is redesignation for C6237, Page 1 of 8 APRIL, 2004 TFP22O Page 2 of 8 TFP220 WRENCH 3/4" ** ESCUTCHEON PLATE FLAT NPT SEATING SURFACE 1 1 - Frame 2 Button /rri jf \N --- 3 - Sealing Assembly k 2 - a - Bulb ,��� 5 - Compression Screw 6 - Deflector' •� � / . � ` 2-7/16" a � � %, 3 i (61,9 mm) . Temperature rating is UPRIGHT & ;14 indicated on deflector PENDENT 1 - 11/16 I 4 � l (42,7 mm) � Mill# Pipe thread 1 connections per ISO iai 5 7/1 can be provided on special request. - " - - ' - " 7.4 1, l lr' 6* 1/2" (12,7 mm) J NOMINAL MAKE -IN CROSS UPRIGHT PENDENT SECTION FIGURE 1 SERIES EC -11 AND EC -14 EXTENDED COVERAGE SPRINKLERS 11.2 K- FACTOR (TY5137) UPRIGHT AND (TY5237) PENDENT 14.0 K- FACTOR (TY6137) UPRIGHT AND (TY6237) PENDENT SPRINKLER FINISH (See Note 5) HAZARD TYPE TEMP. BULB NATURAL CHROME WHITE' LEAD LIQUID BRASS PLATED POLYESTER COATED 135 "F /57 "C Orange UPRIGHT 1. 2. 3". 4 LIGHT K =11.2 (TY5137) 155'F/68'C Red ,, PENDENT 175''F/79 "C Yellow K =11.2 (TY5237) 1.2.4 1. 2, 4 200'F/93`C Green Refer to Table B for K =14.0 (TY6237) _ UL and C -UL 286'F/141'C Blue Sensitivity Rating 135'F/57`C Orange and REC. PENDENT 4 155 "F /68`C Red 1. 2. 3. Refer to Table C for K =11.2 (TY5237) N/A FM K =14.0 (TY6237) 175 "F/79 ° C Yellow Sensitivity Rating With Style 30 1. 2. 4 200 "F /93' C Green Escutcheon 286'F/141'C Blue UPRIGHT 135 "F /57 "C Orange K =11.2 (TY5137) 155 °F /68 °C Red 1.2,3 4 ORDINARY K =14.0 (TY6137) 1. 2. 3. 4 - and 175 *F /79'C Yellow Refer to Table B for PENDENT 200'F/93''C Green 1. 2. 4 UL and C -UL K =11.2 (TY5237) Sensitivity Rating K =14.0 (TY6237) 286'F/141'C Blue and REC. PENDENT 135 "F /57'C Orange Refer to Table C for K =11.2 (TY5237) 155 °F /68 °C Red FM K =14.0 (TY6237) 1. 2. 4 N/A Sensitivity Rating With Style 40 175'F/79'C Yellow Escutcheon 200`F/93 "C Green NOTES: 1.Listed by Underwriters Laboratories. Inc. (UL). 2.Listed by Underwriters Laboratories. Inc. for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the City of New York under MEA 177 -03 -E. 5. Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C -UL Listed. the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. 'Frame and Deflector only. Listings and approvals apply to color (Special Order). ** Pendent Only. N /A: Not Available t- TABLE A, LABORATORY LISTINGS AND APPROVALS TFP22O Page 3 of 8 LIGHT HAZARD ORDINARY HAZARD 135 °F 155 °F 175 °F 200 °F 286'F 135 °F 155 °F 175 °F 200 °F 286 °F AREA STYLE 14 x 14 Up. or Pend. — — — — — SR SR SR SR SR 14 x 14 Style 30 Recessed — — — — — SR SR SR SR N/A 14 x 14 Style 40 Recessed — — — — — SR SR SR SR N/A 16 x 16 Up. or Pend. OR' OR' OR' OR' OR' SR SR SR SR SR 16 x 16 Style 30 Recessed OR' OR' OR' OR' OR' SR SR SR SR N/A 16 x 16 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR N/A 18 x 18 Up. or Pend. OR OR" OR' OR' QR' SR SR SR SR SR 18 x 18 Style 30 Recessed OR' OR` OR' OR' OR' SR SR SR SR N/A 18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR N/A 20 x 20 Up. or Pend. OR' OR' QR' SR' SR' SR SR SR SR SR 20 x 20 Style 30 Recessed OR' SR' OR' SR' SR' SR SR SR SR N/A 20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR N/A QR: Quick Response SR: Standard Response N /A: Not Applicable ' Does not apply to Upright K = 14.0 TABLE B SENSITIVITY RATING FOR UL AND C -UL LISTING OF SERIES EC -11 OR EC -14 SPRINKLERS (SEE TABLE D FOR PERMITTED K- FACTOR /AREA COMBINATIONS) LIGHT HAZARD ORDINARY HAZARD 135 °F 155'F 175'F 200 °F 286'F 135'F 155 °F 175 °F 200 °F 286 °F AREA STYLE 14 x 14 Up. or Pend. — — — — — SR SR SR SR SR 14 x 14 Style 30 Recessed — — — — — N/A N/A N/A N/A N/A 14 x 14 Style 40 Recessed — — — — — N/A N/A N/A N/A N/A 16 x 16 Up. or Pend. OR' OR' N/A N/A N/A SR SR SR SR SR 16 x 16 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A 16 x 16 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 18 x 18 Up. or Pend. OR' OR' N/A N/A N/A SR SR SR SR SR 18 x 18 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A 18 x 18 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 20 x 20 Up. or Pend. OR' OR' N/A N/A N/A SR SR SR SR SR 20 x 20 Style 30 Recessed OR OR N/A N/A N/A N/A N/A N/A N/A N/A 20 x 20 Style 40 Recessed N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A OR: Quick Response SR: Standard Response N /A: Not Applicable ' Pendent Only TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC -11 OR EC -14 SPRINKLERS r (SEE FM LOSS PREVENTION DATA SHEET 2 -8N FOR PERMITTED K- FACTOR /AREA COMBINATIONS) Page 4 of 8 TFP220 recessed installation, as applicable does not exceed 32 feet (9,8 m) in Technical (Ref. Table A, B, and C)., length. Data UL and C -UL Listing 2. The sprinkler deflectors are to be Requirements located in a horizontal plane at or Approvals The Series EC 11 and EC 14 Sprin- above 1 inch (25,4 mm) below the 1. UL and C -UL Listed. FM Approved. klers may be used for the coverage bottom of the concrete tee stems. (Refer to Table A for complete approval areas shown in Table D, based on information including corrosion resis maintaining the minimum specified 3. When the sprinkler deflectors are tant status. The approvals apply to the flow rate as a function of coverage located higher than a horizontal service conditions indicated in the De- area and hazard group for all of the plane 1 inch (251,4 mm) beneath the sign Criteria section.) bottom of the concrete tee stems, sprinklers in the design area. the obstruction to sprinkler dis- Maximum Working Pressure charge criteria requirements of 175 psi (12,1 bar) 2. With respect to heat sensitivity, the NFPA 13 for extended coverage up- Pipe Thread Connection Series EC 11 and EC 14 Sprinklers right sprinklers applies. 3/4 inch NPT are permitted to be used with unob- structed or non - combustible ob- FM Approval Discharge Coefficients structed ceiling construction as de- Requirements K = 11.2 GPM /psi fined and permitted by NFPA 13. For The Series EC-11 and EC 14 Ex (161,3 LPM /bar % example: tended Coverage Sprinklers are to be K = 14.0 GPM /psis 2 installed in accordance with the appli- (201,6 LPM /bar Unobstructed, combustible or non- cable Factory Mutual Loss Prevention Temperature Ratings combustible ceiling construction Data Sheet for limited use in buildings 135 °F /57 °C to 286 °F /141 °C with a deflector to ceiling /roof deck of specific roof construction and for the distance of 1 to 12 inches (25 to 300 protection of certain specific ordinary Finish mm). hazard (non- storage and /or non -flam- Sprinkler: Refer to Table A . mable or combustible liquid) occupan- Recessed Escutcheon: White Coated, Obstructed, noncombustible, ceiling Gies. Information provided in the FM Chrome Plated, and Brass Plated construction with a deflector location Loss Prevention Data Sheets relate to, below structural members of 1 to 6 but are not limited to, hydraulic design, Physical Characteristics inches (25 to 150 mm) and a maxi ceiling slope and obstructions, mini Frame Bronze mum deflector to ceiling /roof deck mum and maximum allowable spat Button Bronze distance of 22 inches (550 mm). ing, and deflector to ceiling distance. Sealing Assembly Beryllium Nickel w/Teflonf 3. The minimum allowable spacing be- Bulb Glass (3 mm dia.) tween the Series EC -11 and EC -14 Installation Compression Screw Sprinklers, to prevent cold solder- _ Bronze ing, is 8 feet (2,4 m) for upright sprin- The Series EC -1 1 and EC -14 Sprin - Deflector Brass klers and 9 feet (2.7 m) for pendent klers must be installed in accordance sprinklers. with the following instructions: Patents 4. The Series EC-11 and EC -14 Sprin- NOTES U.S.A. Patent Numbers 5,366,022; klers are to be installed in accord- D not install any bulb type sprinkler if 5,5.79,846; 5, 584.344; 5,609,211; ante with all other requirements of the bulb is cracked or there is a loss of 5,862,994; and 5,865,256 are appli- NFPA 13 for extended coverage up- liquid from the bulb. With the sprinkler cable to the Series EC -11 and EC14 and right pendent sprinklers. Sprinklers. Other patents are pending g p held horizontally, a small air bubble with regard to other design features. should be present. The diameterof the UL and C -UL Specific Application air bubble is approximately 1/16 inch Listing Requirements For (1,6 mm) for the 135 °F /57'C to 3/32 Operation Installation Under Concrete Tees inch (2,4 mm) for the 286 °F /141 `C The Series EC -11 and EC -14 Ex- temperature ratings. The glass bulb contains a fluid which tended Coverage Upright Sprinklers expands when exposed to heat. When (TY5137 & TY6137) have a UL and A leak tight 3/4 inch NPT sprinkler joint the rated temperature is reached, the C -UL Specific Application Listing for should be obtained with a torque of 10 fluid expands sufficiently to shatter the use under concrete tees when in- to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi - glass bulb, which then allows the sprin- stalled as follows: mum of 30 ft.lbs. (40.7 Nm) of torque is to be used to install sprinklers. kler to activate and flow water. Higher levels of torque may distort the 1. The stems of the concrete tee con 9 struction must spaced at less than sprinkler inlet with consequent leak- D esign 7.5 feet (2,3 m) on center but more age or impairment of the sprinkler. than 3 feet (0,9 m) on center. The Do not attempt to compensate for in- C riteria depth of the concrete tees must not sufficient adjustment in an Escutcheon exceed 30 inches (762 mm). The Plate by under- or over - tightening the The Series EC-11 and EC -14 Ex- maximum permitted concrete tee Sprinkler. Readjust the position of the tended Coverage Sprinklers must only length is 32 feet (9,8 m); however, sprinkler fitting to suit. be installed in accordance with the ap- where the concrete tee length ex- plicable UL and C -UL Listing or FM ceeds 32 feet (9.8 m), non - combus- Step 1. The sprinkler must be installed Approval requirements as indicated tible baffles, equal in height to the with the deflector parallel to the mount - below. Only the Style 30 or 40 Re- depth of the tees. can be installed so ing surface. Pendent sprinklers must f, cessed Escutcheon is to be used for that the space between the tees be installed in the pendent position. TFP220 Page 5 of 8 2 - 7/8" DIA. "FITTING SIDE" _ 1/2 ±1/8" (73,0 mm) 1/2" (12,7 mm) TOWARDS SPRINKLER (12,7 ±3,2 mm) 2 -1/4" DIA. 1/4" (6.4 mm) FITTING FACE OF (57,2 mm) SPRINKLER 1/8 �1 FITTING (3,2 mm) WRENCH �� / RECESS • - (END "A") • ...00# MOUNTING ( I MOUNTING FIGURE 4 SURFACE �� PLATE W -TYPE 3 SPRINKLER CLOSURE WRENCH 1 -3/8" (34.9 mm) WRENCH RECESS _"'i► 1 -1/8" (28,6 mm) \ 4 FIGURE 2 1 SERIES EC -11 AND EC -14 RECESSED PENDENT SPRINKLER ASSEMBLY , - ...• WITH TWO -PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON I 0 1�- a o 2 -7/8" DIA. ..- - ' -- 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) if WRENCH r (15,9±6,4 mm) _ 2 -1/4" DIA. 1/4" (6,4 mm) HEX FACE OF (57,2 mm) FIGURE 5 SPRINKLER 1/8" W - TYPE 22 RECESSED FITTING (3,2 mm) SPRINKLER WRENCH L � ~'� and upright sprinklers must be in- I = stalled in the upright position. t \ �. Step 2. After installing the Style 30 or -�� 40 mounting plate (or other escutch- MOUNTING Vi M MOUNTING eon, as applicable) over the sprinkler SURFACE PLATE pipe threads and with pipe thread sealant applied to the pipe threads, CLOSURE hand tighten the sprinkler into the sprinkler fitting. 1 - 3/8" (34,9 mm) Step 3. Wrench tighten upright or pen - 7/8" (22,2 mm) dent sprinklers using only the W -Type 3 (End A) Sprinkler Wrench. Wrench FIGURE SERIES EC -11 AND EC -14 RECESSED PENDENT SPRINKLER ASSEMBLY tighten the recessed pendent sprin- klers using only the W -Type 22 Sprin- WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT kler Wrench. The wrench recess of the STYLE 40 RECESSED ESCUTCHEON applicable sprinkler wrench (Ref. Fig- ure 4 and 5) is to be applied to the sprinkler wrench flats (Ref. Figure 1). r. Page 6 of 8 TFP22O GROUPI GROUP II LIGHT HAZARD ORDINARY HAZARD ORDINARY HAZARD 0.10 GPM /FT 0.15 GPM /FT 0.20 GPM /FT DESCRIPTION AREA GPM PSI GPM PSI GPM PSI TY5137 (K =11.2) UPRIGHT 14 x 14 - - 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 57.0 TY5237 (K =11.2) PENDENT 14 x 14 - - 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 57.0 TY6137 (K =14.0) UPRIGHT 14 x 14 N/A N/A - - - - 16 x 16 N/A N/A 39 7.8 51 13.3 18 x 18 N/A N/A 49 12.3 65 21.6 20 x 20 N/A N/A 60 18.4 80 32.7 TY6237 (K =14.0) PENDENT 14 x 14 - - - - - - 16 x 16 37 7.0 39 7.8 51 13.3 18 x 18 37 7.0 49 12.3 65 21.6 20 x 20 40 8.2 60 18.4 80 32.7 1 ft. = 0.3048 m 1 11 = 0.093 m 1 gpm = 3.785 Ipm 1 psi = 0.06895 bar 1 gpm /ft = 40.74 mm /min TABLE D FLOW CRITERIA FOR UL AND C -UL LISTING OF SERIES EC -11 AND EC -14 SPRINKLERS Care and by brushing it with a soft bristle brush. vices in compliance with this docu C are must be exercised to avoid dam- merit, as well as with the applicable age to the sprinklers before, during, , standards of the National Fire Protec- Maintenance Sprinklers d dam tion Association (e.g., NFPA 25), in and after installation. addition to the standards of any other aged by dropping, striking, wrench The Series EC -11 and EC -14 Sprin- authorities having jurisdiction. The in- twist/slippage, or the like, must be re- klers must be maintained and serviced placed. Also, replace any sprinkler that stalling contractor or sprinkler manu- in accordance with the following in- p p y p facturer should be contacted relative structions: has a cracked bulb or that has lost to any questions. liquid from its bulb. (Ref. Installation NOTE Section). It is recommended that automatic afire protection stem sprinkler systems be inspected, Beforeclosin q p Y Frequent visual inspections are rec- tested, and maintained by a qualified main control valve for maintenance ommended to be initially performed for Inspection Service. work on the fire protection system that corrosion resistant coated sprinklers, it controls, permission to shut down the after the installation has been corn- affected fire protection systems must pleted, to verify the integrity of the cor- be obtained from the proper authori- rosion resistant coating. Thereafter, ties and all personnel who may be annual inspections per NFPA 25 affected by this action must be notified. should suffice; however, instead of in- Sprinklers that are found to be leaking specting from the floor level, a random or exhibiting visible signs of corrosion sampling of close -up visual inspec- must be replaced. tions should be made, so as to better determine the exact sprinkler condi- Automatic sprinklers must never be tion and the long term integrity of the painted, plated, coated, or otherwise corrosion resistant coating, as it may altered after leaving the factory. Modi- be affected by the corrosive conditions fied sprinklers must be replaced. present. Sprinklers that have been exposed to corrosive products of combustion, but The owner is responsible for the in- have not operated, should be replaced spection, testing. and maintenance of if they cannot be completely cleaned their fire protection system and de- by wiping the sprinkler with a cloth or TFP22O Page 7 of 8 Li Ordering P/N 51 - AAA - B -CCC Warranty Procedure AAA = 893 (for TY5237 Products manufactured by Tyco Fire When placing an order, indicate the full K11.2 Pendent) Products are warranted solely to the product name. Please specify the AAA = 894 (for TY5137 original Buyer for ten (10) years Sprinkler Identification Number (SIN), K11.2 Upright) against defects in material and work- quantity, and temperature rating. Refer AAA = 895 (for TY6237 manship when paid for and properly to the Price List for complete listing of K14.0 Pendent) installed and maintained under normal Part Numbers. AAA = 896 (for TY6137 use and service. This warranty will ex- Contact our local distributor for avail - pire ten (10) years from date of ship- y K14.0 Upright) ment by Tyco Fire Products. No war- ability. ranty is given for products or Sprinkler Assemblies with NPT B = 1 (for Natural Brass) components manufactured by compa- Thread Connections: B = 3 (for White [RAL9010))' nies not affiliated by ownership with Specify: (specify SIN), (specify K-Fac- Tyco Fire Products or for products and p ( p ) ( p y B = 4 (for White Polyester) tor), (specify temperature rating), B = 7 (for Lead Coated components which have been subject (specify Pendent or Upright) Extended to misuse, improper installation, corro Coverage Sprinkler with (specify fin B = 9 (for Chrome Plated) sion, or which have not been installed. ish), P/N (specify from Table E, where maintained, modified or repaired in ac- applicable). CCC = 135 (for 135 °F /57'C) cordance with applicable Standards of the National Fire Protection Associa- CCC = 155 (for 155'F/68 °C) lion, and /or the standards of any other Recessed Escutcheon: CCC = 175 (for 175 °F /79 °C) Specify: Style (specify 30 or 40) Re- CCC 200 (for 200°F/93°C) Authorities Having Jurisdiction. Mate- cessed Escutcheon with (specify fin- rials found by Tyco Fire Products to be ish), P/N (specify). defective shall be either repaired or 'Eastern Hemisphere sales only. replaced, at Tyco Fire Products' sole Style 30 Recessed Escutcheon option. Tyco Fire Products neither as- Chrome Plated PSN 56- 705 -9 -011 TABLE E sumes, nor authorizes any person to White Color Coated PSN 56- 705 -4 -011 PART NUMBERS FOR assume for it, any other obligation in White (RAed010j PSN 56-705-3-011 Y 9 Brass Plated PSN 56- 705 -2 -011 EC -17 AND EC -14 SPRINKLERS connection with the sale of products or parts of products. Tyco Fire Products Style 40 Recessed Escutcheon shall not be responsible for sprinkler Chrome Plated PSN 56- 700 -9 -010 system design errors or inaccurate or White Color Coated PSN 56- 700 -4 -010 White Plated 10)' PSN 56 -700 -3 -010 incomplete information supplied by Brass Plated PSN 56- 700 -2 -010 Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE `Eastern Hemisphere sales only. PRODUCTS BE LIABLE. IN CON- Sprinkler Wrench: TRACT, TORT. STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- W-Type Specify: 3 Sprinkler Wrench, ORY, FOR INCIDENTAL, INDIRECT. P/N fy: W SPECIAL OR CONSEQUENTIAL Specify: W -Type 22 Recessed Sprin- DAMAGES, INCLUDING BUT NOT kler Wrench. P/N 56- 665 -7 -001 LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES. AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. J , „ . - 2" (50mm) thru 10" (250mm) BUTTERFLY VALVES 2 ( ) { GRUVLOK® SERIES 7700FP GROOVED END --175 PSI (12.1 bar) GENERAL DESCRIPTION FL INDICATOR GEAR The Series 7700FP Grooved End But- OPERATOR terfly Valves (Ref. Figure A) are indi- or cating type valves designed for visual al l fire protection systems, where a visual indication is required as to whether the valve is open or closed. They are used, • for example, as system, sectional, and 0 pump water control valves. They have 1 *-(7 r � 44* cut groove inlet and outlet connections which are suitable for use with grooved �� % end pipe couplings that are listed or , approved for fire protection system `` � �w,k� service. . OM 11 The Series 7700FP Butterfly Valves / i' feature a spherical bore disc seat area / which facilitates a constant disc to seat / HANDWHEEL loading. This maintains a leaktight 7.-- stem seal regardless of disc position /� (open to closed). Use of the spherical bore also enables the use of a narrow j profile disc, with tapered leading • ' edges, which provides minimal flow f > turbulance through the valve and re- VALVE BODY �,0 duced friction loss. • For applications requiring supervision of the open position of the valve, the Gear Operators for the Series 7700FP • Butterfly Valves are available with two FIGURE A sets of factory installed internal TYPICAL SERIES 7700FP GROOVED END BUTTERFLY VALVE switches having normally open con- tacts (when the valve is in the full open position). - The Gear Operator is also available without internal switches, in which The externally mounted, Model PCVS Removing or disabling the tamper re- case, the Gear Operator will accept Supervisory Control Valve Switch is sistant fasteners used to secure either direct attachment of a field installed listed by Underwriters Laboratories the cover of a Gear Operator with in- external supervisory control valve Inc. and Underwriters' Laboratories of ternal switches or the cover of the switch, which has two sets of SPDT Canada. It is approved by the Factory Model PCVS Supervisory Control contacts. Information on the internal Mutual Research Corporation. The list- Valve Switch will void the applicable switches, as well as the externally ings and approval are under the name listings and approval. mounted, Model PCVS Supervisory of Potter Electric Signal Company. Control Valve Switch, is given in the WARNING TECHNICAL DATA Technical Data section. The Series 7700FP Grooved End But- Valve Assemblies: terfly Valves described herein must be ch APPROVALS AND STANDARDS installed and maintained in compli- The 2 inch e thru 10dinch The Series 7700FP Grooved End But- ante with this document, as well as (250mm) Seri terfly Valves are listed by Underwriters with the applicable standards of the Butterfly Valves are rated for a maxi - Laboratories Inc. and Underwriters' National Fire Protection Association, valves may b i f 175 low from Lab of Canada, as well as in addition to the standards of any Y approved by Factory Mutual Research other authorities having jurisdiction. either direction and are left hand open - Corporation as indicated in Table A. Failure to do so may impair the integ- iegg (i.e. the to open) A lfl turns o n rity of these devices. The factory installed internal switches cator on the Gear Operator visually are listed by Underwriters Labora- The owner is responsible for main- indicates both open and closed posi- U tories Inc. as "Supervisory Tamper taining their fire protection system tions of the valve. The Valve Body has Switches" which are intended for con- and devices in proper operating con- a black polymer coating, the Gear Op- nection to the supervisory circuit of an dition. The installing contractor or erator including the Handwheel is alarm control panel or indicating de- manufacturer should be contacted rel- painted red, and the Flag Indicator is vice. ative to any questions. painted yellow. TD355 Printed in U.S.A. 5 -92 VALVE PIPE SIZE 175 PSI INCHES MILLIMETRES VALVE VALVE WITHOUT INTERNAL WITH INTERNAL ANSI DN PIPE SUPERVISORY SWITCHES SUPERVISORY SWITCHES O.D. INDOOR OUTDOOR INDOOR OUTDOOR .'1 7) 2 50 60,3 1 1 1 1 2 -1/2 65 73,0 1,2,3 1,2,3 1,2,3 1,2,3 — 65 76,1 1,2,3 1,2.3 1,2,3 1,2,3 3 80 88,9 1,2,3 1,2,3 1,2,3 1,2.3 4 100 114,3 1,2,3 1,2,3 1.2,3 T 1,2.3 — 125 139,7 1,2,3 1,2,3 1,2,3 1,2,3 5 125 141,3 1,2,3 1,2,3 1,2,3 1,2,3 — 150 165,1 1,2,3 1,2,3 1,2,3 1,2.3 6 150 168,3 1,2,3 1,2,3 1,2,3 1,2,3 8 200 219,1 1,2,3 1,2,3 1,2,3 t 10 250 273,0 1, 2, 3 1, 2, 3 1, 2, 3 t NOTES: 1. Listed by Underwriters Laboratories Incorporated. 2. Approved by Factory Mutual Research Corporation. 3. Listed by Underwriters' Laboratories of Canada. t Laboratory listings and approvals do not apply. TABLE A LABORATORY LISTINGS AND APPROVALS • The Valve dimensions are shown in are mounted directly to the valve switch contacts are in the normally Figure B. Inlet and outlet connections flange with plated steel fasteners. The open position when the valve is full • are in accordance with the Gruvlok cast gray iron housings are weather open. standard cut groove specifications for resistant, and the Handwheels as well steel pipe, and are suitable for use with as Indicator Flags of each type Gear — External— , grooved end pipe couplings that are Operator are of cast gray iron con- The Series 7700FP, when ordered system or approved for fire protection struction. without factory installed internal super - visory Switches: rY switches, will accept servicervice. t direct at- p The nominal pressure loss versus flow The Series 7700FP is available with or tachment of a field installed, externally rate, as well as approximate friction without internal supervisory switches mounted, supervisory control valve loss expressed in equivalent length of for supervising the Valve in the open switch for supervising the Valve in the pipe for each size valve, are given in position. The internal switches are open position. Figure F illustrates at- Figures C -1 and C -2. only available as factory installed orig- tachment of the Model PCVS Supervi- inal equipment. sory Control Valve Switch. The Series 7700FP components are illustrated in Figures D -1 and D -2. The — Internal— The PCVS has two switches with Body and Disc are ductile iron per Figure E illustrates the general ar- SPDT (Form C) contacts. The set of ASTM A536 Grade 65 -45 -12 (UNS rangement of the two internal contacts that are in the normally open F33100). The Body is polymer coated, switches, as well as the color coding position, when the valve is full open, and the Disc is encapsulated with an for the wire leads. When provided with can be used to provide supervision of EPDM rubber. The Drive Shaft and internal switches, the covers of both the open position of the valve per Lower Shaft are Type 416 stainless. the GG -4 and GG -8 Gear Operators NFPA 13 and 72. Screw type wiring steel, and the Retention Pins are zinc are secured with tamper resistant bolts terminals, which accomodate "in and plated steel. The Upper and Lower and nuts. The electrical ratings for the out electrical supervision to the switch Bearings are bronze per ASTM B438 switch contacts are UUULC Listed and contacts, are marked as to their COM, Grade I, Type I, and the 0-ring seals FM Approved as follows: NO or NC designation. Each set of contacts is rated as follows: are Neoprene. 250 VAC 10.00 Amps The 2 through 6 inch size valves are 125 VAC 5 00 Amps 125/250 VAC . . . . 5.00 Amps provided with a GG -4 Gear Operator 125 VDC 0 50 Amps 0 to 30 VDC . 2.50 Amps (Ref. Figure D - and the 8 and 10 inch 250 VDC 0 25 Amps 125/250 VDC . . . . 0.25 Amps size valves are provided with a GG -8 30 VDC' 1 50 Amps . Gear Operator (Ref. Figure D -2). A • Maximum ULC rating The PCVS has a weather resistant steel Drive Pin engages the Drive cover, and the cover is secured with (\. Shaft with the GG -4 Gear Operator, Both of the switches in the GG -4 and tamper resistant screws which require and a steel Key engages the Drive the GG -8 Gear Operators are provided a special key wrench for removal. The Shaft with the GG -8 Gear Operator. with double wire leads to accomodate switch housing is cast aluminum fin - The GG -4 and GG -8 Gear Operators "in and out" supervision of the wire ished with a red spatter enamel. All are lifetime internally lubricated and connections per NFPA 13 and 72. The parts are plated to resist corrosion. VALVE PIPE SIZE DIMENSIONS IN INCHES AND (MILLIMETRES) WEIGHT INCHES MILLIMETRES LBS. PIPE A B C D E F G H J K L (KG) O.D. . ANSI DN (") 2 50 60,3 3.19 3.23 3.87 10.60 2.28 5.91 5.00 3.00 4.66 7.61 0 14.1 (81,0) (82,0) (98,3) (269,2) (57,9) (150,1) (127,0) (76,2) (118,4) (193,3) (6,4) 2-1/2 65 73,0 3.81 3.32 (111,3) 4.38 11.18 84,0 ) ( 57,9) (150,1) (200) (76,2) (18,4) (206,2) 0 (7,2) (96,8) (84,3) (284,0 65 76,1 3.81 3.32 4.38 284 0) (57 9) (150,1) (127,0) (76,2) (118,4) (206,2) 0 - . (96,8) (844,,3) (111,3) (284,0) (7,2) 3 80 88'9 (96,8) (98,6) (117,3) (304,8) (57,9) (150,1) (25.00 ) (76,2) (118,4) (212,3) 0 (7,9) 4 100 114,3 0 (15 8) (14 3) (136,7) (339,6) (57,9) (150,1) (27,0) (76,2) (18 4) (231,6) (9,4) - 125 139,7 5.81 (120 0) (149,4) (365,0) (57,9) (5011 (20 0 (76,2) (118,4) (244,3) 0 (11,8) 5 125 141,3 (147,6) (120 0) (149,4) (365,0) (57,9) (150,1) (25.00 ) (76,2) (18 4) (244,3) 0 (11,8) - 150 165,1 (147,6) (144,5) (61 8) (395,2) (57,9) (150,1) (20 0) (73.00 ) (118,4) (256,8) (3,3) (13,9) 6 150 168,3 5.81 5.69 6.37 15.56 2.28 5.91 5.00 0,0) (76,2) 0) (16 4) (256,8) 0.13 (0.5) (147,6) (144,5) (161,8) (395,2) (57,9) (150,1) 8 200 219,1 (133,4) (181,1) (196,9) 5.25 7.13 7.75 (500,6) (87,9) (218,9) (304,8) (79,5) (216,4) (383,8) (34,8) (24,3) 10 250 273,0 (158,8) (208,0) (228,6) (559,6) (87,9) (218,9) (304,8) (79,5) (216,4) (415,5) (47,,0) (35,1) E F ' H , Ilk --I- 1 liiivi A hi . _ _ ..immi .�. . 60 (D I A.) y/ �� ■ `+ -it l 0 ii(0 D VALVE / 11011111 \ PIPE I SIZE 1 I , 8 r -0.- L L r v = (WITH VALVE FULL OPEN) 4 A ill ► 0 FIGURE B VALVE DIMENSIONS -3- t i +- a^�1riL•'alW S .? t v.......i. l: enF 'at.... ..I1i . 5 0 x._ .._ i m ..... ... ...I sommu N�4 ,mom__ ..��.... ..I..��M�M10�3' '1 NNII.N/ .� /__�IIMW �MIM ■ � ■ IIl.NI/. ■ ■MI. 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II11 a1I!11!t uNIVA!1IIG1111■II■I1f I III 1u" 0 400 500 700 1000 2000 3000 4000 5000 7000 10000 . - 20000 30000 40000 FLOW RATE IN LITRES PER MINUTE (LPM) VALVE PIPE NOMINAL VALVE PIPE NOMINAL SIZE FRICTION SIZE FRICTION PIPE LOSS IN MILLIMETRES PIPE LOSS IN MILLIMETRES MILLIM WALL EQUIVALENT WALL EQUIVALENT PIPE THICKNESS, METRES PIPE THICKNESS, METRES DN O D MM OF PIPEt DN O D MM OF PIPEt WITHC =120 WITHC =120 50 60,3 2,3 2,0 150 165,1 - 3,6 1,6 5,0 1,5 4,5 1,3 5,4 1,5 65 76,1 2,6 2,1 150 168,3 4.0 1,8 3,6 1,8 5,0 1,7 5,0 1,5 5,6 1,6 80 88,9 2,9 3,1 200 ' 219,1 4,5 2,0 4,0 2,7 5,4 1,9 5,0 2,4 6,3 1,8 100 114,3 2. 2,4 250 273,0 5,0 2,5 t THE EQUIVALENT LENGTH IN 4,5 2,1 6,3 2,4 METRES OF PIPE IS BASED ON THE HAZEN AND WILLIAMS FORMULA 5,6 1,9 7,1 2,3 AND THE FLOW RATES TYPICALLY 125 139.7 3,6 2,0 USED WITH EACH SIZE VALVE. ; 0 5,0 1,8 5.6 1,7 FIGURE C -2 NOMINAL FRICTION LOSS (BAR /LPM) -5- PIN 'i FLAG INDICATOR 4111 '' ' GEAR OPERATOR 016■• 'S (130 avid 0 :. ovill)114,..j irillilitilici ill. - NO ' i 0. i A ,Ai . , 71 GEAR OPERATOR f 1 KEY DRIVE PIN - .. U VALVE BODY r 0 -RING o � ALIGNMENT PIN I li c�> v - MP O 1k, DRIVE SHAFT UPPER BEARING GEAR OPERATOR FASTENERS 1 � RETENTION FIGURE D -2 ALIGNMENT PIN y PIN GG -8 GEAR OPERATOR FOR o it o 8 INCH and (200mm) • 10 INCH (250mm) GEAR ' VALVE SIZES OPERATOR .-: \`l • FASTENERS ev UPPER ��'' r BE ARING mended that wiring connect be 3 �" I I; m at a temperature above �� .:v" P '�� / ` / .157'/ -9 C, in order to ensure suffi- • BODY cient flexibility of the wire lead insu- DISC 11 ' / . ..... .. _ lotion. �� ' . / \ \ � \\ � / CARE AND MAINTENANCE The Series 7700FP Grooved End But - r �. terfly Valves do not require any regu LOWER larly scheduled maintenance or lubri- I,, I BEARING cation. It is recommended, however, AU that the valves be routinely inspected ,e as described below. Any impairment u Q must be immediately corrected. RETEN It is also recommended that fire protec- PIN 0 -RING tion systems be inspected by a quali- fled Inspection Service. LOWER SHAFT NOTES FIGURE D -1 Before closing a fire protection system SERIES 7700FP VALVE ASSEMBLY control valve for maintenance or in- Shown with GG -4 Gear Operator for spection work on either the valve or 2 Inch (50mm) through 6 Inch (150mm) Valve Sizes fire protection systems which it con- trols, permission to shut down the af- fected fire protection systems must INSTALLATION Conduit and electrical connections are first be obtained from the proper au- The Series 7700FP Grooved End But- to be made in accordance with the thorities and all personnel who may terfly Valves may be installed with the requirements of the authority having be affected by this decision must be flow in either direction. jurisdiction and /or the National Electri notified. • cal Code. The grooved end pipe couplings used Inspection: with the Series 7700FP must be listed NOTES It is recommended that fire protection or approved for fire protection service For outdoor applications utilizing the system water control valves be: r th i ji • and installed in accordance with the Model PCVS Supervisory Switch, use manufacturer's instructions. of a weathertight conduit connector 1. Chain locked in the fully -open posi- with a gasket seal is recommended. tion using the Handwheel. Locks Refer to Figure F for installation in and chains must be sturdy and resis- structions for the externally mounted, For outdoor applications with inter tant to breakage except by heavy Model PCVS Supervisory Switch. nal supervisory switches, it is recom bolt cutters. 2. Wire or strap sealed, if not locked, in • The key to a locked valve is hereunder will be free from defects in the fully -open position. Inquire with readily accessible to the individ- material and workmanship. the applicable insurance authority uals responsible for sprinkler for their requirements as to the type system maintenance, as well as For ke Lcs er details on Warranty, see 0 of seal. watchmen. 3 Periodically (once a week for sealed 4. The e valve houldl should also be omplet physically are any Grooved End Butterfly Valves or electrically supervised valves), fully visually inspected with the following damaged parts, sign of tampering, without Internal Supervisory items checked: or the position of the valve is ques- Sphe ec f (specify ANSI nominal pipe tionable. size in inches or pipe O.D. in • The valves are readily accessi- Impaired valves must be im- millimetres) Series 7700FP Grooved ble. mediately replaced. End Butterfly Valve without Internal Supervisory Switches, PSN (specify • The valves are in good condition from Table B). and do not leak. WARRANTY • The valves are properly locked Seller warrants fora period of one year Grooved End Butterfly Valves or sealed in the full open posi- from the date of shipment (warranty with Internal Supervisory Switches: tion. period) that the products furnished Specify: i (specify or pipe nominal pipe in millimetres) Series 7700FP Grooved End Butterfly Valve with Internal Su- pervisory Switches, PSN (specify from RED FIRE ALARM Table B). „ RED CONTROL PANEL SUPERVISORY CIRCUIT Supervisory Control Valve Switch: TO END - OF - LINE Specify: Model PCVS Supervisory WHITE I RESISTOR OR NEXT Control Valve Switch, SUPERVISORY SWITCH PSN 54- 647 -1 -00 ' WHITE — � GREEN (Ground) I I GROUND RED & YELLOW I INDICATING POWER I PSN 59- 77X -1 -XXX RED & YELLOW ® DEVICE SOURCE T _---� , . 0 I Switch WHITE & YELLOW I U TY PICAL ELECTRICAL C WHITE & YELLOW I CONNECTIONS 0 Without Internal • Supervisory Switches NOTES 1 With Internal 1. Contacts shown with valve full open. Type TEW). 2. Wire leads are 18 AWG UL Style 1011 600V 105'C (CSA Typ Switches i • 3. Wire leads extend about 18 inches (450mm) beyond the conduit connection. Supervisory t i Tr1.1"1100 VALVE PIPE SIZE ; \0 INg .----- INCHES MILLIMETRES roll! oANSI DN PIPE O.D. II G l 060 2 50 60,3 073 2 -1/2 65 73,0 f ft spir , �� 076 — 65 76,1 . Lit 4 TWO SWITCHES TWO 088 3 80 88,9 s . , SWITCHES O 1111511 114 4 100 114,3 = � I.� I/2" CONDUIT MB 1/2" CONDUIT 139 — 125 139,7 '17 CONNECTION CONNECTION 141 5 125 141,3 ° ' GG -8 Gear O perator 165 — 150 165,1 GG -4 Gear Operator 8 Inch (200mm) 2 Inch (50mm) and 168 6 150 168,3 through 1 0 Inch (250mm) 219 8 200 219.1 6 Inch ) Valve Sizes ., Valve Sizes 273 10 250 I 273,0 FIGURE E TABLE B INTERNAL SUPERVISORY SWITCH ARRANGEMENT PRODUCT SYMBOL NUMBER (Optional) SELECTION • Install the PCVS Switch onto the GG-4 Gear Operator of 2 inch (50mm) ,G 4- through 6 inch (150mm) Valves as follows: %� 1. Remove the cover from the PCVS Switch, and then loosen the Set Screw that locks the Ac- Q _ vii tuator Rod in place. Completely retract the Actuator Rod and then temporarily retighten the .(----, 0 Set Screw. r 2. Turn the 7700FP Valve to about the half open position, and then remove the Plug from the SWITCH ACTUATOR ROD Gear Operator Cover. AL 3. With the Locknut screwed over the PCVS Nipple threads, hand tighten the Nipple into the Gear Operator Cover, and then tighten the Locknut against the Cover to secure the Nipple IMEMINIM firmly in place. 4. Slide the PCVS assembly as far as possible onto the Nipple, and then orientate the PCVS Plan View assembly as seen in the elevation view. While applying pressure on the PCVS to compress the seal in the Collar, tighten the two Collar Set Screws. 5. Loosen the Set Screw that locks the Actuator Rod in place, and then slide the Actuator Rod into the Gear Operator until it is felt to contact the Gear inside the Gear Operator. _ When the Actuator Rod is felt to be in contact with the Gear, pull back on the Rod ap- ���� � proximately 1/32 inch, and then tighten the Set Screw. ,. Nun �= 6. Attach leads from an electrical continuity meter, to the appropriate terminals. 7. Turn the 7700FP Valve to the full open position, and verify that the PCVS Switch contacts change position within two turns of the Valve being fully open. . 8. Begin to turn the Valve to its closed position. Verify that the PCVS Switch contacts change Elevation View position within two turns from full open. 9. Remove the electrical continuity test leads. The external field wiring connections can now be made to the PCVS Switch. Use of a weathertight elbow conduit connector with a gas- ket seal is recommended. Place the Press -in Plug into the unused conduit hole. Install the PCVS Switch onto the GG -8 Gear Operator of 8 inch (200mm) ��� and 10 inch (250mm) Valves as follows: Itl O 1. Remove the cover from the PCVS Switch, and then loosen the Set Screw that locks the Ac- tuator Rod in place. Adjust the position of the Actuator Rod so that it will extend 1 inch beyond / I the Nipple. Tighten the Set Screw that locks the Actuator Rod in place. n Do NOT secure the Nipple to the PCVS Switch at this time. / o a 2. Turn the 7700FP Valve to about the half open position, and then remove the appropriate AI / u Plug located at the side of the Gear Operator Cover. sop - 3. With the Locknut screwed over the PCVS Nipple threads, hand tighten the Nipple into the SWITCH ACTUATOR ROO Gear Operator Cover, and then tighten the Locknut against the Cover to secure the Nipple firmly in place. Plan View 4. Slide the PCVS assembly as far as possible onto the Nipple, and then orientate the PCVS assembly as shown in the elevation view. While applying pressure on the PCVS to compress the seal in the Collar, tighten the two Collar Set Screws. 1I 5. Attach leads from an electrical continuity meter, to to appropriate terminals. 6. Turn the 7700FP Valve to the full open position, and verify that the PCVS Switch contacts lir" O ©M .1 change position within two turns of the Valve being fully open. 7. Begin to return the Valve to its closed position. Verify that the PCVS Switch contacts change position within two turns from full open. Elevation View 8. Remove the electrical continuity test leads. The external field wiring connections can now be made to the PCVS Switch. Use of a weathertight elbow conduit connector with a gasket seal is recommended. Place the Press -in Plug into the unused conduit hole. \--I TRIP ' � - ROD r 3 SET SCREW " I O/2PE� NICONDUNG (OINT E � ' � � � „ OF TWO) I . 5 COLLAR �' -- SET SCREWS `' U U NIPPLE � PRESG S -IN • PLU I �/ _c -- UOCKNUT ._ FIGURE F EXTERNAL MOUNTED MODEL PCVS SUPERVISORY CONTROL VALVE SWITCH (Optional) .. - ._ _ _, •oinlr.IC1 I (-no onOATIfl 1 - rim PARK EXETER. NH 03833 ; 1 ,1: ii 1 e 4 s.s®/Schedule A „1, a ° ted and FM Approved Listed pp rowed Sprinkler Pipe When you specify Schedule -I0 /Schedule -40 sprinkler pipe you get UL listed and FM approved product. Although these products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our Sch -10 (11/2"- 8 ") pipe and Sch -40 (I"- 2½') pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. }Y .� , ti � ; � i 4� F ; 5 rs �, . � .+.• z 4 � � ' . ax K J T ,� , ?c�, sri Sch °40 tprecif"ieations . �t<= Inches * Metna ' ;7'0 Galan�ied�P�pe , .:: � . � � � I =� ...� . . Schedule - 10 /Schedule - 40 product Product Nominal Wt /Ft Wt /Ft Pcs/ Wt /Lift Wt/Lift Wt/Lift NPS 1.D. H2O Filled Lift 22' 24' 25' can be "hot - dip" galvanized to X 1" 1.049 1.680 2.05 70 2470 2822 2940 meet FM requirements for dry * 25 26.6 2.5 3.05 70 1120 1280 1334 systems in accordance with the x 11/4^ 1.380 2.270 2.93 51 2431 2778 2894 zinc coating specifications of * 32 35.1 4.36 4.36 51 1103 1260 1313 ASTM A - 123. x 11/2" 1.610 2.720 3.61 44 2513 2872 2992 * 40 40.9 4.0 5.37 44 1140 1303 1357 Y , ,. t. _'•g si _ _ 1 v,,, - 1 A %° y { k � S C l j x 2" 2.067 3.650 5.13 30 2300 2628 2738 .50 52.5 5.4 7.63 30 1043 1192 1242 Our advanced formula mill coating x 21/ 2.469 5.790 7.86 19 2310 2640 2750 offers a clean, durable surface. It is * 65 62.7 8.6 11.73 19 1048 1197 1247 also paint -ready for custom color applications without special ,�, , "� r fiA V ;n � c 4 'q +'j :� �-. r r ; G z t iS ch fi 10 S !fic atdons . � .. O . c „ incheir4 metric • p reparation. � . .,. . _ ,,..r. .7 , ,c, i_ .rtr� • , , ...x=, .i vt... } • Product Nominal Wt /Ft Wt /Ft Pcs/ Wt /Lift Wt/Lift Wt/Lift ' Agri el a W { "° Cat * fir n H2O Filled Lift 21' 24' 25' a: . q A er,,ca -'-'6.:',.,31 x NP S 1.D. x 1" 1.097 1.400 1.81 91 2675 3053 3185 Meets "Buy American" requirement * 25 27.9 2.1 2.70 91 1213 1385 1445 and is available through distributors in X 11/4 1.442 1.810 2.52 61 2319 2664 2760 the USA, Canada and Mexico. *32 36.6 2.7 3.75 61 1052 1208 1252 x 11/2" 1.682 2.080 3.04 61 2664 3045 3172 a 'i$Peclflcat1011S 4-Appr`OVals {. * 40 42.7 3.1 4.52 61 1208 1381 1439 x 2" 2.157 2.640 4.22 37 2051 2344 2442 Schedule -10 /Schedule -40 pipe are in * 50 54.8 3.9 6.28 37 930 1063 1108 compliance with the following: x 21/ 2.635 3.530 5.89 30 2224 2542 2648 ASTM A -135, and NFPA 13. * 65 66.9 5.3 8.77 30 1009 1153 1201 Both pipe products have a working pressure x 3" 3.260 4.330 7.94 19 1728 1975 2057 rating of 300 psi maximum and also * 80 82.8 6.4 11.82 19 784 896 933 meet the stringent requirement for the x 4" 4.260 5.610 11.78 19 2238 2558 2665 following tests: * 90 108.2 8.3 17.53 19 1015 1160 1209 x 5" 5.295 7.77 17.33 10 1632 1865 1943 • Welded Outlets * 125 134.5 11.56 25.80 10 740 846 881 • Hydrostatic Pressure x 6" 6.357 9.290 23.03 10 1951 2230 2322 • Side Wall Rupture *150 161.5 13.8 34.27 10 885 1012 1053 • Vibration Test x 8" 8.249 16.490 40.15 7 2424 2770 2885 CO 0 ® *200 209.5 24.5 59.75 7 1100 1256 1309 listed Approved Listed '(7. allied 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: TUBE 5�����T Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 S4 ... •a:Hryv.; . ,•,. ., �t�9lA: a43:i n i 5A`.R+,a„ v"'° <3 r °'�' y*; "'�(,,${ 'r ai 't','- }'i!>>~.!,.iR aw.1� ie.�il k� +tN .., `�4i_,k f}FT'4��h z"'./r n,'r -c ? �: @:�F t±7�l y 'r*. r 'S k P ,4 a'1 <Fi'"k' :-�" ,, ,... 4 '`.' • t- A , T '; nth' - ; ,, t t _ .:. . '' ,,- n ..r' x :e -,-.1,,,... Y o! ,n�,K�A1 '�.'' � � :" � � Ma;' , � . �' .,d 'f. v .w .d. . �t' 2+,. J S C ' e I . ul -- rEmitcy'Schel ,. ie. ' . -1. a nd FM A proved Sprinkler Pipe Fully Listed a p _ When you specify Schedule -10 /Schedule -40 sprinkler pipe you get UL listed and FM approved product. Although these ducts do not require separate approvals. Schedule -10 /Schedule -40 gives you uohe extra lab u a s other Mi d p emand. Our Sch -1 Q (11/4"- 3') pipe and Sch -40 (l "- - / pro 2' ) pipe e have passed the same products and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. 1 ' S h-40 Spec'fcations Product Nominal Wt/Ft Wt /Ft Pcs/ e � x Inches *Metre Galiranized Pipe Wt Lift Wt/Lift Wt/Lift Wt/ Lift /Schedule 40 product NPS 1.D. HzO Filled Lift 21' 24' 25' can be ''hot - dip" galvanized to x 1" 1.049 1.680 2.05 70 2470 2822 2940 meet FM requirements for dry * 25 26.6 2.5 3.05 70 1120 1280 1334 systems in accordance with the x 1 1/ 4 " 1.380 2.270 2.93 51 2431 2778 2894 zinc coating specifications of * 32 35.1 4.36 4.36 51 1103 1260 1313 44 2513 2872 2992 ASTM A - 123. x 1 1.610 2.720 3.61 * 40 40.9 4.0 5.37 44 1140 1303 1357 ' Superior Coating 1 ,' :. x 2" 2.067 3.650 5.13 30 2300 2628 27 * 50 52.5 5.4 7.63 30 1043 1192 1242 Our advanced formula mill coating x 21/2" 2.469 5.790 7.86 19 2310 2640 2750 offers a clean, durable surface. It is *65 62.7 8.6 11.73 19 1048 1197 1247 also paint -ready for custom color s without special * 'niiea�� preparation. P :` - 'SC h= 1 0 S x inches I preparation. Wt /Lift Wt/Lift Wt/Lift -_ Wt /Ft Pcs/ Product Nominal Wt /Ft 25' � r ; ' ' NPS I.D. H2O Filled Lift 21' 24' x 1" 1.097 1.400 1.81 91 2675 3053 3185 Meets "Buy American" requirement *25 27.9 2.1 2.70 91 1213 1385 1445 and is available through distributors in x 1 1.442 1 2.52 61 2319 2664 2760 1052 1208 1252 the USA, Canada and Mexico. * 32 36.6 2.7 3.75 61 x * 140 1/z" 1.682 42.7 2.080 3.04 61 2664 3045 3172 } " 3.1 4.52 61 1208 1381 1439 Spec�fcat�ons 3ppPlrovals '; x 2" 2 157 2,640 4.22 37 2051 2344 2442 Schedule -10 /Schedule -40 pipe are in * 50 54.8 3.9 6.28 37 930 1063 1108 compliance with the following: x 2 2.635 3.530 5.89 30 1009 1153 1208 A STM A -135, and NFPA 13. *65 66.9 5.3 Both pipe products have a working pressure x 3.. 3.260 4.330 7.94 19 1728 1975 2057 19 784 896 933 rating of 300 psi maximum and also *80 82.8 6.4 11.82 x 4" 4.260 5.610 11.78 19 2238 2558 266 meet the stringent requirement for the * 90 108.2 8.3 17.53 19 1015 1160 1209 following tests: x 5" 5.295 7.77 17.33 10 1632 1865 1943 10 740 846 881 • Welded Outlets *125 134.5 11.56 25.80 • Hydrostatic Pressure x 6" 6.357 9.290 23.03 10 1951 2230 2322 • Via'Fes de all Rupture *150 161.5 13.8 34.27 10 885 1012 1053 • t x8 8 . 249 16.490 40.15 7 2424 2770 2885 O 0 4) * 200 209.5 24.5 59.75 7 1100 1256 1309 Dated Approved Listed \ - allied 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: - 16 S. Lathrop Q Phoenix. AZ 85009 1-800-882 S `- TUBE 3 CONDUIT Philadelphia. PA 1 15 Harvey. IL 60426 Fax 7� ' 806 • SPECIFICATION A 5 3 Sizes 1 / 8 " -26" Std., XS and XXS, A_N.S.I_ Schedules FOREIGN 10 through 160 —Other sizes subject to inquiry. • Scope Covers seamless and welded BUCK and hot - dipped galvanized nominal -. (average) wall pipe for coiling, bending, flanging and other special pur- poses and is suitable for welding. BUTTWELDED pipe is not intended for flanging (roll back operation to form flange using pipe wall). . A N U FA C T U R E - l v l Purpose for which pipe is intended should be stated on order. Kinds of Steel Open- hearth : Basic-oxygen • • - Permitted For Electric - furnace _ Schedule 10 & 40 Pipe Material • Hot- Dipped S ets standards for coating of pipe with zinc inside and outside by the hot- dipped process. Weight of coating must not average less than 1.8 oz. — T Galvanizing per square foot and not less than 1.6 oz. per square loot. . • - - Permissible Variations Same as Al20_ . . in Wall Thickness : Chemical Type S (Seamless pipe) L Type E (electric weld) ' - Re uirements Open- Hearth, Electric- Composition —Max % • _ q Furnace or Basic Oxygen C Mn P 5 _ - Grade A 0.25 0.95 0.05 0.06 - - Grade B 0.30 1.20 0.05 0.06 - Type F (furnace - welded pipe) - Open- Hearth, Electric• Composition —Max % Furnace or Basic Oxygen C Mn P S — — 0.08 0.06 B u ttwelded (r urnace•weided) Acid- 0_H., Basic Oxygen Tensile Bessemer or Elec. Furn- - Requirements . Tensile Strength min., psi 50,000 45,000 . - _- ' - = ._ -... Yield Point min., psi 30,000 25,000 Seamless or Electric -Weld Crade A Grade B Tensile Strength min., psi 48,000 60,000 . Yield Point min., psi 30,000 35,000 - - Hydrostatic Hydrostatic inspection- test pressures for plain end and threaded and Tes ing coupled pipe are specified. Hydrostatic pressure shall be maintained for not less than 5 seconds for all sizes of seamless and electric -weld pipe. Permissible For Extra Strong and lighter wall thicknesses -- Variations in Plus or Minus 5% • per Weights Foot For heavier than extra strong wall thicknesses g P Plus or Minus 10% • Permissible Variations Same as Al20. in Outside Diameter Mechanical Tests Tensile Test — Transverse required on EW sizes via" and larger. Specified Bending Test (Cold) Std. and XS -2" and under. XXS -1 y " and under. Degree of Bend Diameter of Mandrel • For Normal A53 Uses 90 12 x nom. dia_ of pipe. • - For Close Coiling 180 8 x nom. dia. of pipe Flattening Test • -- •- 2'/x" and larger Std_ and XS. (Not required for XXS pipe). . - Number of Seamless and Buttweld— Bending, flattening tensile on one length of pipe - , ' Tests Re q wi f each lot of 500 lengths or less of a size_ - _.` : * :: -.. "-, ,., . ^ - -- g length pipe - Electric- Weld- 8endin and tensile an one len of i e lion ea lot a. ; -, _ - - of 500 lengths or less of a size. . . - '' : ar c'? c Electric-Weld—Flattening on both crop ends of each length_ (Coil, in case of multiple lengths -) ;.. y ,. ri - . Same as Al20_ Len gths - • ; v . (Lengths longer than single random, heavier wall than XS subject to , � negotiation.) -., -&: :'..-i-'• -i r a . � - r, t� d . C r. x y3h 7 x- 5.s - r , ,off • "• " , - Rolled, Stamped or Stenciled ° emu- - s4 r s r °- - ,F Required Markings ` r te ,,. o n ' Each Length Name or brand of manufacturer -. r �� � y 'i , , furnace- buttwelded, EW A, Seamles B eta : t . } �- �: � • ' a " e ' -�, ; •! • (On Tags attached to each Kind of pipe that is fi " tom. �+ - B un dl e i n case of Bundled , -� � L>~ s' �i �t Ptpel- XS —for extra strong. • XXS — ta r dou ble extra strong : .".r l i. ` .. fi k rr�: - ASTM A53. Also necess t indi when.efectric furnace , ,r ' _ is use ��„4„,,,,,„- • : A �-r � 7� �,, �.., A r , � , Length of pipe_ or basic- oxygen stee d ,.,� r fry ¢ - -, f �' `�' Couplings—Applied handlin ti ht Cou lin s 2.: and: smaller s ' ' ,�•, .,v',.^ �,. � �• .. � � General , �, - g. g P . g . , h� • . ' $ tapped, other sizes taper tapped. line pipe couplings may be ! r , t 7 �e ,, ,, , •• • x ` Informat - Thread Protection - -Same. as specified underAl20_ �4, x-� - ,, i' -. Z t i-• '. '- x ' 5 ' End Finish (unless otherwise specified) . "'. -Nt . x ' ' .r te' • ._ - 4 -v ' 4.n . Std: or XS, or wall thicknesses less than 0.5013' in_(excluding XXS) Plain • t �. , .. S`r...e ^ � K ^u ' �* end beveled. EW pipe may be furnished cold expanded j •,,: c� F 3 .i :K .;� '� � , t - ;- t . -• All XXS and wall .thicknesses over 0.500 in.:. plain end d cut 7 r i h "� cf • : 1: p GRO I• UPLIr' ST R ®PIPEPRODUCT S V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The model C -1 is our standard coupling designed for a broad range of piping applications. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. "ri3r , w - x rg 4 _ T -� x•C -"F '` 9"' f - ' K ` �aa�r t ""` 'f�'x�#'C�' �, +�� , t jx t� x�, � s,..,q .., . ».s �K..cr<7 . %'THa �-. -:c R�,��� ��srar'T� NOMINAL ACTUAL 111.orFMMAX. MAX. I ALLOW. NUTS/BOLTS DEFLECTION DIMENSIONS -Inch/ • AP PR OX. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P.S.I. /• LOAD SEP. OT Y. SIZE COUP LING IN./FT. A B C EACH A ■ • e IN, Lbs. IN. Lbs. 1 114 1.660 300 2164 0 - 0.13 2 318x2 48 -19' 0.90 4.20 2.75 1.78 1.40 x 1 1/2 1.900 300 2835 0 - 0.13 2 318x2 36 - ■S' 0.79 4.44 103 1.78 1.48 - ' 3, x t7 ., ,2 2.375 300 4430 0 - 0.13 2 318x2 38 -01' 0.63 4.88 3.46 1.84 2.00 a 2 112 2.875 300 6492 0 - 0.13 2 3/8x2 28 -29' 0.52 5.53 4.12 1.85 2.25 11u 3 G.D. 3.000 300 7069 0 - 0.13 2 3/8x2 28 -29' 0.50 5.50 4.00 1.84 2.25 Qy 3 3.500 300 9621 0 - 0.13 2 1 /2x2 3/4 26 -03' 0.43 6.38 4.62 1.84 2.70 4 4.500 300 11928 0 - 0.25 2 112x2 7/4 38 41' 0.67 7.68 5.81 2.06 4.42 �.. .a�. 2A` 5 5.563 300 17014 0 - 0.25 2 5 /8x3 1/4 28 -35' 0.54 9.68 7.12 2.06 6.26 r ' +, �, >'.,� +� I 1 0 �° S 6 6.625 300 24130 0 - 025 2 5/8x3 1/4 26 -10' 0.45 10.75 8.09 2.06 7.00 �� n �, 6.5 O.D. 6.500 300 23228 0 - 025 2 5/8x3 1/4 28 -10' 0.46 10.50 8.00 2.06 7.00 + a� '"'= '*...., ° 3-'. & 8 8.625 300 35056 0 - 0.25 2 3/4x41 /4 16 -40' 0.35 13.44 10.43 2.38 13.00 10 10.750 300 45381 0 - 0.25 2 7/8x5 1/2 16 -20' 028 16.00 13.25 2.59 23.00 12 12.750 300 51071 0 - 0.25 2 7/8x5 1/2 16 07' 0.23 18.50 15.38 2.59 28.39 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. * Contact Star Pipe Products for actual listings on specific pipes Model C -7 couplings are available in sizes 3/4 -24 and are ideal for applications within industrial and commercial construction, power plants, mining, process piping and hydraulic elevator piping. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. DIMENSIONS WEIGHTS 4 .,.. v `t,' ..r 10 I+4 'trit ,`3'' q s •sr r z, '4' x`-' J' Z, w ?'°� ra- � .... � ' R � - %. • '� -'.. l a'. � i � 1 i �FL EXIBL EQ UP,L{NG" r k, � , =I� � ,� .•�y�.�. ':t��':u.��e ,� � . ,. NOMINAL ACTUAL ULaaMMAX. MAX. ALLOW. NUTS /BOLTS DEFLECTION DIMENSIONS -Inch/ ' AP PR OX. -� A -. - C - SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE ' WEIGHT IN. SIZE P.S.1. /' LOAD SEP. (T Y. SIZE COUPLING IN. /FT. A B C EACH .,, IN Lbs. IN. Lbs 3/4 1.050 500 885 0 - 0.13 2 3 /8x2 68 - 40' 1.42 3.63 2.13 1.75 1.3 1 1.315 500 1358 0 - 0.13 2 3/8x2 58 - 26' 1.14 3.88 2.38 1.75 1.4 1 114 1.660 500 2164 0 - 0.13 2 1/2x2 1/2 46 - 19' 0.90 4.63 2.63 1.75 2.1 1 1/2 1.900 500 2835 0 - 0.13 2 1/2x2 1/2 36 - 46' 0.79 5.00 3.00 1.75 2.3 2 2.375 500 4430 0 - 0.13 2 112x2 112 30 - 01' 0.63 5.63 3.63 1.75 2.7 2 1/2 2.875 500 6492 0 - 0.13 2 1/2x2 3/4 28 - 29' 0.52 6.25 4.25 1.75 3.8 3 3.500 500 9621 0 - 0.13 2 1 /2x2 3/4 20 - 03' 0.43 7.00 5.00 1.75 4.2 ., . 4 4.500 500 15904 0 - 0.25 2 5/8x3 1/4 38 - 11' 0.67 8.50 6.38 2.00 7.0 -I . ; . 1=� 5 5.583 500 24305 0 - 0.25 2 3/4x4 114 20 - 35' 0.54 10.25 7.63 2.00 11.5 ` M 6 6.625 500 34471 0 - 025 2 3/4x41/4 28 -10' 0.45 11.50 9.00 2.00 13.5 411 • 8 8.625 ' 500 46741 0 - 025 2 7/8x5 1I1 - 40' 0.35 14.50 11.38 2.38 23.0 ' ^ 10 10.750 500 72610 0 -0.25 2 1x6 16 -20' 0.28 16.75 13.50 2.50 31.0 12 12.750 500 102141 0 - 0.25 2 1x6 12 18 - 07' 0.23 19.00 15.50 2.50 35.0 1. Working pressure and /or end ioad are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Contact Star Pipe Products for actual listings on specific pipes Page 6 GROOVED COUPLINGS STAR ®PIPEPRODUCTS Y L LISTED LISTED APPROVED gr‘ , For fire protection services request submittal GRS 1.3 The connecting reducing coupling allows � I 1 Ij I 1 Rti�{ the same run. This coupling ] r � . ^' )4, ` t.`. replaces a reducer and two couplings. ., x � ,,,,�� �-, fir.' p k � �: -�.k+. Ya�r, 1 ;,«�'++'"1E`i�e'Yr'. • 7.-.. '-.. ti+.Yle '# y �.F 'Cla. '.'.`� '2e w�X, y '4.� v j' i' �Fr+ .'ff �` �x' FCr F �4. � � �`T1w} `r Il S# j ' Y +� ' b ''r ,`Ja j H k1(} e�' t +"� k e ' ,tile s a.. Pi ,, .4. �" « 1 ; t1r`2' „a �,., r .. r.�f d ^�'r., .. . . ..: X y . NOMINAL ACT UAL ULgrfMMX. MAX. ALL OW. NUTS /BOLTS nF FIFCTION DIMENSIONS - Inch / -- • APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P.S.I. /' LOAD SEP. QTY. SIZE COUPLING IN./FT. A B C EACH IN Lbs. IN. Lbs 2x1 1/2 2.38/1.66 300 1551 0 - 0.14 2 318x2 1i - 53' 0.40 4.88 3.30 1.85 2.05 2 112x2 2.88/2.38 300 2272 0 - 0.14 2 318x2 1j - 33' 0.32 5.75 4.04 1.85 2.84 3x2 3.50/2.38 300 3367 0 - 0.14 2 1/2x2 3/4 1 j - 17' 0.26 6.42 4.54 1.85 3.65 3x2 1/2 3.5012.88 300 3367 0 - 0.14 2 112x2 3/4 11 - 17' 0.26 6.42 4.54 1.85 4.26 4x2 4.50/2.38 300 5567 0 - 0.25 2 1/2x2 3/4 2j - 38' 0.55 7.82 5.75 2.00 5.36 4x2 1/2 4.50/2.88 300 5567 0 - 0.25 2 112x2 3/4 21 - 38' 0.55 7.82 5.75 2.00 5.42 4x3 4.50/3.50 300 5567 0 - 0.25 2 112x2 3/4 2j - 38' 0.55 7.82 5.75 2.00 5.62 5x4 5.56/4.50 300 8498 0 - 0.25 2 5/8x3 1/4 2j - 05' 0.44 9.56 6.80 2.14 6.50 6x4 6.63/4.50 300 12065 0 - 0.25 2 5/8x3 1/4 1 j - 44' 0.36 10.88 8.00 2.06 6.94 8x6 8.63/6.63 300 20449 0 - 0.25 2 7/8x5 11 - 15' 0.26 13.51 10.31 2.37 19.54 1. Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. * Contact Star Pipe Products for actual listings on specific pipes I N 41> 4.0.1V . 0,,AIKV.-A, i [1„,1 / 1 ( , LISTED APPROVED The SF -1 Flange enables class 125/150 flange end components to be / connected directly into a grooved end piping system. A special gasket provides a permanent seal between the pipe and the mating flange. Integral closing tabs on the 0.D. of the flange facilitate assembly. ;a 'MC �tcr n F _a 3, - , r xte Fe ' . z n:> + k�c^ . ; ev " :S3 s ... u w 4 ' , , a , -, ,t e4 . a �� +r4 J, t...r vi " - r � ' q - + ° �kh t , tSF 1 G R O OVE D FLANG,E AD APTAER ;,? 0 , � u�,��,, R _,x. .:.. tr.,._e ,.. ,..w, _ ' ... 'f . _ i4.�._...z ->a .,., t .. :,k .r.. �..,.x s., p . , sa•+s t.Po a .. V ` . µ.-' NOMINAL ACTUAL ULORFMMAX MAX. FLANGE NUTS/ DIMENSIONS -Inch/ APPROX. SIZE PIPE WORKING END BOLTS (INCH) MAX MIN WEIGHT IN. SIZE P.S.I. /• LOAD QTY. SIZE A B C BORE SURFACE EACH IN. Lbs. D E Lbs. 2 2.375 300 1329 4 518x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2.875 3.770 4.60 3 3.500 300 2886 4 5/8x3 7.50 6.00 0.94 3.500 4.395 5.70 4 4.500 300 4771 8 5/8x3 9.00 7.50 0.95 4.500 5.395 7.90 6 6.625 300 10342 8 314x31/2 11.00 9.50 1.00 6.625 7.520 10.00 8 8.625 300 17528 8 3/4x3 1/2 13.50 11.75 1.13 8.625 9.875 15.70 Note: The effective sealing area of the mating flange must be free from gouges or deformities of any type to ensure proper sealing of the gasket. 1. Working pressure and/or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. " 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. 4. Required flange bolts to be supplied by installer. 5. See F -1, page 9, for additional technical information. * Contact Star Pipe Products for actual listings on specific pipes Page 7 , AR ®PIPEPRODUICTS ST 4.44 0 m LISTED LISTED APPROVED r Ow For fire protection services request submittal GRS 1.3 The C-4 rigid coupling is designed d for A NI- ,r .,., is rigid piping applications. Cast lace l � . teeth bite into the pipe /fitting shoulder to r ,1 t G firmly restrict movement. �'� " v y ;•.�,Y"ik�"�'e �, � 5�.,,xs.: .,++, � .:o,b ,�.a. ur, >� y .#.x•i' a "'- ,�Y z `Y�;'t,; ,� .�.., "uYr $�°�'t� s r�,�r, : ry '- �� �� + ''�'Y� r '�s_s�r;��r ly, f�. � , d :..�� �ir�� � C .1 °-4 RIGID�C ®UPLING � � ��) k irk t , � ¢ :: `.. , , m � . 5..., .,i". .... i.�. . 4... 5_. rt�,_t.a',F- ,.,...._.t «,n.,-.,F. �;;5.,- t.`;-�.r,rv..:.fw a:a , "� _����.�L :'.k �°s5"4' te�..o �,+i17:�s� ",d$;�u'P s$� � lass" r. NOMINAL ACTUAL Ulm FMMAX. MAX. ALLOW. NUTS/BOLTS DIMENSIONS - Inch / APPROX. SIZE PIPE WORKING END PIPE END (INCH) WEIGHT IN. SIZE P.S.I.1• LOAD SEP. QTY. SIZE A B C EACH IN. _ Lbs. IN. _ Lbs. 1 1/4 1.660 300 1623 0 - 0.06 2 318x2 420 2.55 1.70 1.48 1 1/2 1.900 300 1 2126 0 - 0.06 2 3/8x2 4.44 2.81 1.70 1.66 2 2.375 300 I 3323 0 - 0.06 ' 2 3/8x2 114 4.88 3.28 1.76 1.85 21/2 2.875 300 4869 0 - 0.06 2 3/8x2 1/2 5.53 3.78 1.76 2.11 3 O.D. 3.000 300 5301 0 - 0.06 2 3/8x2 1/2 5.93 4.00 1.76 221 3 3.500 300 7216 0 - 0.12 2 3/8x2 1/2 6.38 4.40 1.76 2.41 4 4.500 300 11928 0 - 0.12 2 318x2 1/2 7.68 5.59 1.98 3.17 5 5.563 300 17014 0 - 0.12 2 1/2x3 9.06 6.93 2.06 430 6 6.625 300 24130 0 - 0.12 2 1/2x3 10.75 7.87 1.98 5.84 6.5 O.D. 6.500 300 23228 0 - 0.12 2 112x3 10.25 7.99 2.06 5.82 - 8 8.625 300 35056 0 - 0.12 2 5/8x31/2 13.44 10.21 2.22 10.82 10 10.750 300 45381 0 - 0.12 2 7/8x5 16.70 12.88 2.62 21.50 12 12.750 300 51071 0 - 0.12 2 7 /8x5 1/2 18.50 14.89 2.62 27.36 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Contact Star Pipe Products for actual listings on specific pipes 1 The C -3 coupling is a flexible light weight style which b �, f ` is ideal for fire protection services and other services y m E, where low pressure and ambient temperature conditions 4 111F. '4�,••k�., are expected. '0` ��. : r.;« 5 . °c.«iNn v, } �.ae ; � ^r ;"j+.>t c , a :.:y�n. xY _ ,�p.. +tt.nra � a o { �:� c w� ti r x fi} { x. � 4a ; ,y'� �-s,�' S i 7. R b vg v"! F R.'1 C 'fie fi t,a r r gfzt • 'k� Anp f,5f ' YY 9 s , _, , :, , , L S E; , P .. COUP -' �G k,,- `, �J x , 4 1 4, t G city A 4I ry7 & A �w s a 7�i' - I LE i� ` 44 A. r � . - . 1 1 : ;3,.3...ai. k.. ., -..t .. e»,...,,, ,451..,s , ,nfi.'+1_»..:.,-,- ,.«.. ,.s J'i. i; , rA $..,il,. .1.:24CY k,i-4 "s•re -K M 2 , ' tel71;;,, ..�i- . �S.0„..! 4 t:ff l't- NOMINAL ACT UAL UL or FM MAX. MAX. ALLOW. NUT /BOLTS DEFLECTION DIMENSIONS - Inch/ APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG. PER PIPE WEIGHT IN. SIZE P.S.I. /' LOAD SEP. QTY. SIZE COUPLING IN. /FT. A B C EACH IN Lbs. IN. Lbs 1 1/4 1.660 300 649 0 - 0.13 2 3/8x2 4° - 19' 0.90 3.82 2.53 1.65 1.16 1 1 /2 1.900 300 851 0 - 0.13 2 3/8x2 3° - 46' 0.79 4.06 2.78 1.65 1.16 2 2.375 300 1329 0 - 0.13 2 3/8x2 1/4 3° - 01' 0.63 4.78 3.25 1.71 1.59 2 1/2 2.875 300 1948 0 - 0.13 2 3/8x2 1/4 2° - 29' 0.52 5.29 3.75 1.71 1.82 3 3.500 300 2886 0 - 0.13 2 3/8x2 1/2 2° - 03' 0.43 5.94 4.39 1.71 2.23 4 4.500 300 4771 0 - 0.25 2 1/2x2 3/4 3° -11' 0.67 7.68 5.81 2.06 4.42 6 6.625 300 10342 0 - 0.25 2 5/8x3 1/4 2° - 10' 0.45 10.75 8.09 2.06 7.00 8 8.625 300 17528 0 - 0.25 2 3/4x4 1/4 1° - 40' 0.35 13.44 10.43 2.06 13.00 ' Contact Star Pipe Products for actual listings on specific pipes Page 5 C.1. THREADED FITTINGS , STAR ®PIPEPRODUCTS * 10 4 1> LISTED LISTED APPROVED ' For fire protection services request submittal GRS 1.3 Cast iron threaded fittings are UL, ULC listed and factory mutual approved for 300 psi service. Gray iron per ASTM Al26 class B. Dimensions conform to ANSI 816.4 class 125 except plugs conform to ASME B16.14. Threads are NPT per ANSI /ASME 81.20.1. 1� I ■ I `-) i r! r 1 �':-k a'+" �A KT'a.c.,, a"tY i n- vi... �, f l cec` .r�'u '.' :: CAST1I ST RA IGH -' E , 4, E r . � 4L.- {, w rr D .0..an r snit "i i. �v ,, z.•�. '1 r .'..... ..-.10t. .. k, .y., -.1,1'4'. , , a.Te ., v C AS ,, T IRON 6 n - 90 "DEGREE :E < u , NOMINAL ITEM MAX DIMENSIONS WEIGHT h aims e s^ ' 4, t , ,.. ru ,._. .....t. sa. . r _ 4 .�3m 4V "el''' .r. : NOMINAL ITEM MAX DIMENSIONS WEIGHT SIZE CODE WORKING EACH SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE (INCH) # P.S.I. A B PIECE 1 CT333 300 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 11/4 C1390044 300 1.75 1.75 1.34 11/2 CT555 300 1.94 1.94 2.51 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 2 CB90066 300 2.25 2.25 2.90 21/2 CT777 300 2.70 2.70 6.45 21/2 C1390077 300 2.70 2.70 4.75 - $CA R E CO . UP ,.,1,.14 LING �= „A . nx2 Yart,, ,, r :, . + ra p a n. e a +4A-17....P-4,: 4 ter. ti NOMINAL ITEM MAX. DIMENSION WEIGHT s' ` "a n' c £ `z- ti r a lrx t "' �� , �u ,,� ' _at,- e k SIZE CODE WORKING EACH _ , CAST1 1RO N,; 45 , DEGREE1E L BO W, : ;, (INCH) # P.S.I. A PIECE NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1X1/2 CRCO31 300 1.70 0.62 SIZE CODE WORKING EACH 1X3/4 CRCO32 300 1.70 0.80 (INCH) # P.S.I. A B PIECE 1 . CB45033 300 1.12 1.12 0.84 1 1/4 C 845044 300 1.29 1.29 1.40 1 1/2 C1345055 300 1.43 1.43 1.80 2 CB45066 300 1.68 1.68 2.79 , d .... ,, l ,V , O.R C psi ?`, +h' y.. ; ..4t •PAr g . �fh3 &b 'F x ';CAST IRONdRED 90�D EGiEL . BO W t , Mai} ;Fek. ti., 'r r y "' ev. i[nay, w - 4 -3 w .. F.h �_ NOMINAL ITEM MAX DIMENSIONS WEIGHT 1 4 SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE r 1X1/2 CB90031 300 1.26 1.36 0.64 � � , 1X3/4 C690032 300 1.37 1.45 0.87 ''CASTF P GS; t ti ` ,0�a'° 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 Sry r i r r 1 „ t_x3 ..1_ _ NOMINAL ITEM MAX DIMENSION WEIGHT 1 1/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 1 1/2X1 CI390053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 028 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 2X314 CB90062 300 1.60 1.97 2.05 11/2 CPL005 300 1.45 0.62 2X1 CR90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 19 s CI THREADED ITTI S STAR®PIPE PRODUCTS 11( ( 1111: LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 N r _ ia ' iF -4 'c. Yw:, R2r#.':.3. 4' t 2 �� ` + +:•� as3 ;'s 7,,7 k , -- - C AST I RO a N 'C ROSS r�t L'i : L NO ITEM MAX. DIMENSIONS WEIGHT [. SIZE CODE WORKING EACH . (INCH) # P.S.I. A B PIECE ' 1 CX033 300 1.50 1.50 1.54 is 11/4 CX044 300 1.75 1.75 2.40 . � r I I 1 1 /2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 �rz .r , 1m 7 A �� N. It .1 4 k ' 4 . 4 r n ,o,s l "' a - s ',CAST .c-vtit IRONK TH F f: - 3 t, , ,, 4q : 1, NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH (INCH) # P.S.I. A B C PIECE 1!s' itimmuumimm smax.arimmmit.tassurzl=amistemskummum Immarizimmmitumilmommunnamlnimaliminso immlimiSli6miimai6Li 3 00 1.80 1.80 MI iifLl:fEfreMill MILLWIE IMIEL MaiREM i aibYM11 iir •I i►:K?LM111 MMILL2=1 •MibMIi ill11111ELMI S ={II'=1111LEE:liUL3,iLIMi6ri MS i rE"" MILltaLilIlrAMIMLILLMIIMIWIIIIMILtinMMULtnnlktMIMSLM iirc►:iire >:4WMlig ? fal. EIMIZMII Mall MIBLII IIL lilt i iIIg"15 /L't.1(► I " ib:lib iiJl lMU! iir6►:fMIAMIMIC I I IIMMIIIIMILIill WWIIiIMIIibIi MI a IL " N' FE '-ii II reMINILILLUIN=LUMINILIMINMEMILLMOILIMIII i i rnai rn:Am m t zm grima• m3L1 i3ium isamiam IIIIMAIrlitalLMIIIMILIAMMILLMIIIELMINELIIIIIILIMMILIIIIII I i►ra:4►:K'LINIIM.!l r= IIMiI:IIIIIIiJtiiIEZMI rIMMI LIMN". IlliliainIKII IFIC iMJ lidLli6 i 11111FiM►:iirrMIIIIII w M i&+lia aiBELIMIIIM I ii rrI411IL "►iVE - MIZIMI IIMEIMIll Wail iEaM6011 IMIELM Ili i Fit" irc ►:K►4M1___r:�rIM Ma= MUM ___ lli _ •, x T i i T 1 1/2X1 1/4X2 CT546 300 MEM 2.10 2.02 2.80 1 1/2X1 1/1X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X314 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT 553 300 1.65 1.65 1.80 1.94 11!2X112X11/4 CT554 300 1.82 1.82 1.88 2.29 11/2X112X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 112X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 112X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X12 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT 662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2XZX11/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 Page 20 ,: VSR —SF � � ' y - `N � a, VANE TYPE WATERFLOW r M ® 1 ; 1 _ . ., FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg., LTD. 2081 Craig Road • P.O. Box 28480 55 Glen Cameron Road St. Louis, MO 63146 -4161 Thornhill, Ontario, Canada L3T 1P2 (314) 878 -4321 • (800) 325 -3936 (905) 882 -1833 . UL, ULC, CSFM LISTED and NYMEA ACCEPTED 5 . Service Pressure: Up to 250 PSI J i ` Minimum Flow Rate for Alarm: 10 GPM v Maximum Surge: 18 FPS k 1 f. �3' e { i 1 'y 1 " 1. k ,.r Y .. �� Po,• Enclosure: Die -cast, red enamel finish �6 r q �' r { r -. ti ' ,:.--,14:.. j Cover held in place with tamper resistant screws 5 �"' .W.: r`4 a 4`f , Contact Ratings: Two sets of SPDT (Form C) " s1 M4 15.0 Amps at 125/250 VAC , ;� . i��; p^,�. ,� tS p f :�-, 2.0 Amps at 30 VDC a �,' _rS Conduit Entrances: Two knockouts provided for 1/2' conduit ' z rT t "'� L'; r F WfO 3 � " ` ms s' Usage: Listed plastic, copper and schedule 40 iron pipe ` Sj _, ° Fits pipe sizes 1', 1 1/4 ', 1 1/2' and 2' j s � r A..� = . Note: 10 paddles are furnished with each unit, one for • ..= each pipe size of threaded and sweat TEE, one for 1' CPVC and one for 1 1/2' polybutylene. qp - (CTS- Copper tubing size) s' v. ;� Environmental Specifications: . ..., Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. .- ,= NEMA 4 Rated Enclosure - use with appropriate conduit fitting: fi Temperature Range: 40° F to 120° F (4.5° C to 49° C) Caution: This device is not intended for applications in explosive environments � f: � Service Use: j Automatic Sprinkler NFPA -13 • " =,' One or two family dwelling NFPA -13D Stock No. 1113000 Residential occupancy up to four stories NFPA -13R U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 National Fire Alarm Code NFPA -72 OTHER PATENTS PENDING. Optional: Cover Tamper Switch Kit, order Stock No. 0090018 The Model VSR -SF is a vane type waterflow switch for use on waterflow. wet sprinkler systems that use 1', 1 1/4", 1 1/2' or 2° pipe size. The vane must not rub the inside of the TEE or bind in any way. The unit may also be used as a sectional waterflow detector on The stem should move freely when operated by hand. large systems. The unit contains two single pole double throw snap action The device can also be used in copper or plastic pipe installa switches and an adjustable, instantly recycling pneumatic retard. lions with the proper adapters so that the specified TEE fitting The switches are actuated when a flow of 10 gallons per minute may be installed on the pipe run. or more occurs downstream of the device. The flow condition INSPECTION AND TESTING: Check the operation of the unit must exist for a period of time necessary to overcome the by opening the inspector's test valve at the end of the sprinkler selected retard period. line or the drain and test connection, if an inspector's test valve is INSTALLATION: These devices may be mounted in horizontal not provided. or vertical pipe. On horizontal pipe they should be installed on If there are no provisions for testing the operation of the flow the top side of the pipe where they will be accessible. The units detection device on the system, application of the VSR -SF is not should not be installed within 6" of a valve, drain or fitting which recommended or advisable changes the direction of the waterflow. The unit has a 1' NPT bushing for threading into a non corrosive TEE. See Fig. 2 for The frequency of the inspection and testing and its associated proper TEE size, type and installation. protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having Screw the device into the TEE fitting as shown in Fig. 2. Care jurisdiction (manufacturer recommends quarterly or more must be taken to properly orient the device for the direction of frequently). PRINTED IN USA MKT. #8800003 - REV L PAGE 1 OF 2 MFG. #5400802 - 5/96 r J L a 1* V «i ..", S R — S F , f 1 9 k ,,, s . � ,, , " I • r • VANE TYPE WATERFLOW I t FOR SMALL PIPE ` ; nt4 ® ALARM SWITCH WITH RETARD( FIG. 1 Do NOT LEAVE COVER FIG. 2 OFF FOR EXTENDED , • 1 PERIOD OF TIME - .,; Retard Adjustment: \ � 0 > FLOW i APPROX. To change time, turn knob (either �� '/^ a— 1 1 1 / 1 6" direction) for desired time delay., ` 1 1 4ti f1" Use the minimum amount of retard necessary to prevent false alarms. MouNT so L _A A "B" setting is usually adequate for ` ARROW ON r GUSHING this. Factory set at "B ". ' I y ®� POINTS ;N �� 1'� 1 DIRECTION OF J N./ wnrERFLOw I DEPTH / \,, w 1' NPT D DIRECTION CF I FITTINTHREAG ED ON VArER FLOW \ ALL SIZES V � RUN CF THE 1 • j Q \� � :=c MAY BE _/ LJ THREADED OR SWEAT TYPE DWG. #735 -33 O CF ow G. *737 -31 WATERFDIRECTILOW N \ Important DWG. ,!e02 -30 Screw the device into the TEE fitting as shown. Care must be There are 10 paddles furnished _ V \ `_ taken to properly orient the device for the direction of the waterflow. with each unit. One for each Important - The depth to the inside bottom of the TEE should have size of threaded, sweat or the following dimensions: plastic TEE as described in Fig. CAUTION: 2. These paddles have raised TO PREVENT LEAKAGE APPLY TEFLON TAPE APPROXIMATE DEPTH REQUIREMENT lettering that shows the pipe SEALANT TO MALE THREADS ONLY. DO NOT USE ANY OTHER TYPE OF LUBRICANT OR SEALANT. size and type of TEE that they TEE SIZE THREADED SWEAT CTS, POLYBUTYLENE CPVC are to be used with. The proper paddle must be used. APPROX. RETARD SETTINGS (IN SEC.) 1' x 1' x 1• 2 1/16' 1 3/4' N/A I 2 7/1E' The paddle must be properly 0 A B C D E 1 1/4' x 1 1/4' x 1' 2 7/16' 2 7/16' N/A N/A attached (see drawing) and,the o 10.25 20-40 35-55 50-70 6690 1 1/2' x 1 172' x 1' 2 11/16' 2 1 /4' 2 1/2' N/A screw that holds the paddle 1 2 x 2' x1' 3 3/16' 23/4' N/A N/A must be securely tightened. . SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL FIG. 3 S CAUTION: �� " ` An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire o G becomes dislodged from under the terminal. JA G G OwG. X923 -3 FIG. 4 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER CLASS 3 (STYLE 3) END -OF -LINE RESISTOR CKT. OR BATTERY POWERED (SEE NOTE) OPEN ON V CLOSE ON 7 OPEN ON ALARM I CLOSE ON ./1 EOL �// ALARM ALARM 7 AlARM RESISTOR / _______, NOTE: FOR SUPERVISED CIRCUITS SEE SIGNALING DEVICE "SWITCH TERMINAL CONNECTIONS' SUPERVISED L00? (SEE NOTE) DRAWING ANO CAUTION NOTE (FIG. 3). OPEN ON CLOSE ON TO A00'L TYPICAL SWITCH ACTION FROM DEVICES / ALARM ALARM " ,� CLOSE ON CONTR OR RETURN OPEN ON J! _ PANEL TO CONTROL ALARM ALARM DWG. J#761 -15 NOTE: The Model VSR -SF has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other is used to operate a local audible or visual annunciator. TESTING: The frequency of inspection and testing for the model VSR -SF 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). 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'�.,>�� � '`�'.�„�, , ��� +f yr � �� ;�1 � ` .s�' tr � e � � xk � ' ' " � C"� � ' ` �, r ¢>7 �F1 A , . - w A *4 ', �'F=�: w... l, . : ' , "n , ...1� : t 4 W ... �� �� n „ � :a .. , ... ra' ro: c, ,,. i R��° s'� "�� -�"4`'#�•S�"•atf - � � Lh . � .� t ' i it�'� � <kv c ^girt x:a' f'r�i . >. 1 e(� . t �. t� .,+ � 4 , �r r l ���„� �'. M� s ��r �' :rssvF,�t � x ., "ti+�. t �, { a :4• =�`� J' �; v1 /V1/W :�iO�CO:;.001<il' " u"t � ; , i . r. ' '�.,� !.' , ' k s lA • ` . C f a' ' y. ,� ,i ' ., ,� ea t r f';cii7 ;, h, l ('+6G tr t yj. ': '. �✓r.•'. � � �� ��. : gr L.C� � ...a•A; ;j..'i �! �'k:r � ���( 1V t.:.. �.v..u.,s. ^�'. e. \8a� F'..i ar :.rt `� �• i ,...- � r ::,, . i - � «.. o-� fE � ... :, .. �...� §� kr'_ f t ^"+ zt ..: + � ;; a- f . . ! , � 4 4 S �''" r L $ t r µ� s. z .r :!rr..."3'.. +a`; ,.K �A+'Y6' �: ? 3 r • r 3 . +:Y= _d rin ?'9.S :f:%i — ' i ='i ^ ? 'd yP .4 ; _ v , �R /'4. :,. ,.. • ` " `�h r : ;�3 t, �, -�. _ la s T • � , p. ''� '� T > r ,�- Revision 5/24/2001 � t'''�,5� :, z'�"yy -" ":tr. +. ..ur t `n , - . ,`'�i- -•'°'� ' -' i M ,+i4 :1' - : ,a ; a ts,,.s', da : ws� y '.:�','� ,��I ,. { , '-. . �rr.. . ,' , g l�,'� :i: , . . 3 c� ; , W n+ ,:r r a x. 4:,, ,: irt , s �?5y', ( . ,:- ;itd.:lf.N ,4.N � :1 S i' � ,.r Vic. %p,; `t,Az i'._ {AS 4:' 'sk4"'N '* d Z4f,.n,,ef �''; �k..• 0, -,'i� t: t;..i.0. ;; . #� `Sk 3��NiriL �. u.. � s;: .ca.m.�..�t,� - <y:yta..si'+ r „.,. �',rsr":�3 aa _�'+ � ..._ ?�'.yv7�._. ' . - .,l.fti._ ;>• a � n. ..v' Fig. 2 — Adjustable Band Hanger ®c`.% Fig. 2NFPA — Adjustable Band Hanger with Reduced Rod Size Range — Size 2'/./ thru 4” pipe. ;;I-; - -j Material — Carbon Steel, Pre - Galvanized t om Function — Recommended for the suspension of non - insulated c pipe or insulated pipe with Fig. 220 shield. Fig. 2NFPA accommodates the reduced rod schedule of the 4 T National Fire Protection Association Pamphlet 13. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. : Conforms to Federal Specification , • WW -H -171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. r Finish — Pre Galvanized Note — Available in Stainless Steel materials. t. Order By — Figure number, pipe size and material f Dimensions • Weights Pipe Max. Rec. Approx Wt. /100 Size Rod Size A B C Load Lbs. Fig. 2 Fig. 2NFPA 21/ 1/2* 5 4 1 600 41 40 3 1/2* 6 4 1 600 45 43 3 +/ 1/2* 73/8 51/4 21/8 600 52 50 4 5/8* 7 5 1 1000 59 56 5 5/8** 9 6' /a 2 1250 97 95 6 3/4** 9 6 17 1250 139 105 3/8" nut is used when NFPA rod sizing is requested. ** 1/2" nut is used when NFPA rod sizing is requested. ii Office /Manufacturing Facility • 1177 Sdrrp-;m ,W • ruroild C` ''Z '377 • Ph: 711.7_7.; • I ,, `.)'i. 71J 'i' 22, Customer Service •':+cs .7,1 ""`•+ www.tolco.com -"''',. 4, l -,c i '''''''' ,. *; 'C,f0:,: ..,,,... ..—.„.11 ,,, .i ''' '' 0: „,...,,, :—, .7-74' 3 )-'1 - - - -- , N, ..,: t„,,,,,,, .,, , 4,=',.-0, , .. c lf — ',, I. - -* -1 r..€', ''' ''''' ■1 .,„:- At- ..,, • - - . .. .. • ',. -, r , '" • i./ ''' tp.. ,,,,,,, ..,,,:. • ..,..',4';, ' .4 ' .,1: 0. 4,i t' i't Ft... 1 ',,,,. /Att .,. t 4 , .. r * '4 , . 1 . ,, V ,'''''.. 'P V: Ar,5- ' '''. - i• ik 4 — . • ' 4 1- r..ic 0 . • .,,, .., '.,,, t.. • . ,,,,• ,..,. . , - • ;.,,. • - ii - ;:., 6,— - .v.: :: :. - %. 1. e ---I. , • , 1..f.... - 0',.., •:' • 1 .-',. , ,. .. ,' •".1.,_ ,,, .„,,,,, ,i! . _ n'.. ,,,,,, • • ' ' .., . ,•;•.) ' ,.., -,, to ,..4..f.,.--- -. n , ...1 ISALV,F' q l'.!..1 '-',:.ri-h,Vi''.14•1C.,.'711=1'.9tVil,:« Atleyeiia. %IV. ‘, ''''' • Wt.....,13itti'l&Z"- )1` •,\ a '' '" ...i. a a 0, i ■ , kV' ';' LT -,7-;,:,,;,;;•,: fp ------ q. t i i / ./' ( .../, ; -% , V / ' / "; :' ....... 1 ........" •, • • /, -• . , , / • / . ,... . / .-.. . , ....- x /-,. '/,' . , / ' • - '''' ilifirilarktIftlatat ? 1 . lair 1 I I - __ —_ _____ , . — 1 — ' •10.1:telii LIME0111111 Ilel:le 1,1.111 di • 1 ____ , — - . i i Kosirsygi•Va."1121V- ; 1 — - . , — — - 1 R a[rand CT Revision 8/30(2002 Fig. 1000 . St " Fast Clamp" Sway Brace Attachment Component of Spa of Califomla OSHPO Approved /mil \ • Seismic Restraints System � ' • '—� Size Range - Pipe size to be braced: 1 thru 6 inch Schedule 10 thru 40.* Pipe size used for bracing: 1 and 1 -1/4 inch Schedule I 1 ` 40 IPS. 1 �� ! • ` Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4 inch (maximum horizontal design load 655 lbs. 1 11 I _,�•./ 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 TOLCO 900 vi Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a Maximum Design Load 1 thru 4 inch pipe size -2015 Lbs. complete sway brace assembly. 6 inch size -1265 Lbs. Features - Can be used to brace Schedules 7 thru 40 IPS. 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 /X fittings. Comes assembled and individually packaged w�� illustrated installation instructions - sizes are dearly 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 ; ; 7 , ) \ \� until leaf spring flattens. A minimum of 1 inch pipe extension Tip i ,- - - beyond the Fig. 1000 is recommended. , -, Approvals — Underwriters' Laboratories Listed in USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog , \- approved by State of California Office of Statewide Health •.✓,c\ Planning and Development (OSHPD). Finish - Plain. Note— Available in Electro - Galvanized and HOG 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 perforrn its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fla. 1000 must be used only with other TOLCO bracing pro ducts . , YfaT , ; Main Otfice1Manutacturing Facility • 1375 Sampson Ave. • Corona, CA 92870 • Ph: 909.737.5599 • Fax: 909.737.0330 , 169. Distribution Center• 3790 Frui idge Road • Sacramento. CA 95826 • Ph: 916.388.7800 • Fax: 916.388.1401 • Manufacturing Facility • 4851 Homestead Road. Bldg. 1 18 •o HOUSI n. TX 77028 • Ph: 713.672.0058 • Fax: 713.672.0074 o ' .4 Revision 8/30/2002 . a brand C1 �® Q Fig. 2001 ; c Sway Brace Attachment • Cow of Stara of ta08HPD Approval Seismic Reatra§It System Size Range — Pipe sizes to be braced 2-1/2 thru 8 inch, all steel schedules, copper, plastic, FRP, cast iron, and ductile iron. (Consult factory when bracing pipe other than steel.) The Fig. 2001 accepts brace pipe sizes 1 and 1 -1/4 inch steel, sch.10 thru sch.40. T it Material — Carbon Steel. Function — For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2001 µ; is used in conjunction with TOLCOTM 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 ,,,_ k and /or TOLCO State of California OSHPD Approved Seismic Restraint Manual. ei Features - Unique design will not damage thin wall, plastic, copper or ductile iron pipe. Easy verification of proper installation by • tightening bolts until ears touch. 1 Max. Design Load 2015 Lbs. i Installation — Place Fig. 2001 over pipe to be braced. Slide bracing l pipe through attachment (1" min.) and tighten bolts until ears touch. SHOWN WITH- Approvals - Underwriters' Laboratories Listed in USA (UL), and FIG. »eo / Canada (cUL). Included in our Seismic Restraints Catalog r ; approved by State of California Office of Statewide Health Planning � - • and Development (OSHPD). Finish — " Note — Available in Electro- Galvanized and HOG finish. e 7r Order By— Figure number, pipe size to be braced and pipe size \ , used for bracing, and finish. manufactured to \ r i l � Important Note - The Fig. 2001 is precision a perform its function as a critical component of a complete bracing ; assembly. To ensures IC t _ , ,. .. t . A.7— . . '._ t a the Fla. 2001 must be used only with other TOLCO bracing ' products. 44 1' NATIONAL AND INTERNATIONAL PATENT APPLICATIONS IN MIN. PROCESS. II\ i . ■ \ _�L. — . 27 ( 1 \L.._ : --=- = ---- - of _ . 0 ,I,� 0 I � TIGHTEN BOLT J / UNTIL EARS TOUCH Main OfficeiMenufacturing Facility • 1375 Sampson Ave. • Corona. CA 92870 • Ph: 909.737.5599 • Fax: 909.737.0330 1 �Y�r Distribution Center • 9790 Fruitridge Road • Sacramento. CA 45826 • Ph: 916.388.7800 • Fax 916.388.1 .s Manufacturing Facility • 4851 Homestead Road. Bldg. 1 8 • Houston. m TX 77028 • Ph: 713.672.0058 • Fax: 713.672.0074 r t�tr_ Aligif INCORPORATED 131 CORONA. CA • (909)737 -5599 y ' to a w '#`v us �A: ..�.y-a .":, ! r. :''� 1 V,b; t 'w::Fv' K RIO— - i , 3 tl � so � t �� T �'K 4y"��£:lA.i`Stt i�$2*1na_'f?) .�.�....�,�i .f'Yi :���" .. 5�1 ;F� - l{, f�, r��`. �9� „sv�ytsY����...'.•br3aru�4�. f�_w�d�.�C�'!.::sr�.n��%. ,. s.. �it FIp��`�y�I /I°°�� Go 90/ 4 —WAY LONGITUDINAL SWAY BRACE AITACII Size Range - 1” X 1 ", 1" x 1 -1/4" & 1 -1/4" x 1 -1/4" bracing pipe. Material - Carbon Steel, hardened cone point engaging screw. , '."" g , Function - For bracing pipe against sway and seismic 77 ,r- Califon disturbances, Functions as a longitudinal brace connection when, %' ) ; ®S u attached to a lateral brace pipe. Bracing connection must be (':,'T'''', wx:. , ;(,' k ,7,,,, 'r APPRO` it positioned as close as physically possible to the braced pipe (No f ., y� more than 3" away). Must be used only with Tolco bracing t a '' f components. When used in conjunction with Tolco Fig. 1000, �tij,� this combination bracing restricts piping movement in tension - and compression both laterally and longitudinally. - t " Features -. Universal swivel design allows the Fig. 907 to achieve any angle of attachment required. Pipe end requires no A threads - simply slide bracing pipes through fittings and tighten cone point engaging screws until the heads bottom out. Application Note - Length of bracing pipe per National Fire i ii a ":y Protection Association (NFPA) Pamp hlet 13, ( 1996 Edition) Table Tabl • 4- 14.4.3.5.5 (L /R =200): 1" schedule 40 pipe maximum 7 �,: t f iii It ' maximum 9 Alternative pipe y e %; ' materials are currently under review, please consult factory. 1/4" schedule 40 pipe " tie Pe �' �-'•. t :P� ' Approva Und erwriters' Laboratories Listed per 203A (UL ti � A: • Approved by State of California Office of Statewide Health, 44` -_ f Planning and Development (OSHPD). Finish - Plain, Electro- Galvanized and HDG. Order By - Figure number, bracing pipe sizes and finish. Important note — The Fig. 907 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure • v • .0 c e he . • • 'n r • uires that the Fitz. 907 must be used onit with other Tolco bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. 1 T oko fi 980 Toko fig. 907 I 1 Toko fig. 980 AI I i Toko 6 1000 _ - '1" `-r « =S ��� Toko T elco fig. 907 Telco 5g. 1000 t Toko fig. 980 i 4 tai cPr hid 4 -Way longitudinal brace _ PIPE MAX. HORIZONTAL. APPROX. SIZE A B DESIGN LOAD LBS. 1 x 1 4 -3/4 4 -3/8 655* 103 107 1 x 1 -1/4 5 -1 /16 4 -13/16 109 1 -1/4 x1-1/4 5-3/8 5-1/4 655* *Load will accommodate up to 4 inch pipe at maximum spacing, for 6 and 8 inch pipe reduce spacing between braces. V Ti ;iI INCORPORATED 132 CORONA CA (909)737-55 ., 'r e• k �,. Y +',` rfiSr?t Z' :f zya, x'a, V r f' Y ik! f d i m: ; a k:: i$a�§•'' , i �, �" �t�� ;���..,��"„F���"�:4��— ��:�g�*, ups`_. ��" ��: �'' �., � `�`:z.,�.:��t�������.�+*�.�.,�� �ta..�t�#� �' �ar�t�� `a"._�.:15��s- 1j..rr_,� {�:' FIG.909 NO-THREAD L SWAY B C'E ATTACHMENT " size Range - 1 and 1 -1/4 inch bracing pipe. For brace 0 pipe sizes larger than 1 -1/4 inch use Tolco Fig. 980. State of • ,.t: California Material - Carbon Steel, hardened cone point „ ,c-f, engaging screw. ` ° { } " Function - The structural component of a sway and 1 . ;!- , 1.., ,. -(&. APPROVED seismic bracing system. ° Features - �� \ \� r o No threading of the bracing pipe is required. ail ;', , � %; > � , ® Open design allows for easy inspection of pipe engagement . t x, i . o All steel construction eliminates deficiencies associated `fir - k , ; A ti, • ^ . with malleable type attachments.' \U #�1, • „ o Fastener can be mounted to all surface angles. Application Note - The Fig. 909 is used in �,�� r ��, conjunction with the Tolco Fig. 1000 "Fast C1amprm ", A ' `f = �' Fig. pipe clamp, and \� Fig. 2001, or Fi 4(A) p p p, joined j together with bracing pipe. Install per NFPA #13 and /or Tolco's State of California OSHPD Approved Seismic Restraint Manual. '7 Installation - Extend bracing pipe through opening. Tighten cone point engaging screw until s head bottoms out. Approvals - Underwriters Laboratories Listed per 203A (UL). Approved by State of California Office % of Statewide Health, Planning and Development ( OSHPD). ' :',/ Finish - Plain, Electro Galvanized and "HDG. ; Order By - Figure number, pipe size and finish. Important Note - The Fig. 909 is precision 111 manufactured to perform its function as a critical n component of a complete bracing assembly. O , - To ensure performance, the U.L. Listing requires that the Fig. 909 must be used only with other th 9 Tolco bracincz products. NATIONAL AND INTERNATIONAL PATENT APPLICATIONS IN PROCESS. \ \ „ Standard washer (Fig. 115) required for 2765 lb. design load MAX. MAX. HORIZONTAL .�_ HORIZONTAL DESIGN DESIGN LOAD LBS. APPROX. PIPE LOAD LBS. W/WASHER `�r1,/t00 - SIZE A B H• 1 6 1 - 5/8 17/32 2015 2765 91 1 -1/4 6 1 -5/8 17/32 2015 2765 97 Available with hole sizes to accommodate up to 3/4" fastener. Consult Factory Grinr, ,, J • steel pipe clam SIZE RANGE '/x through 8 inch �%� earthquake bracing clamp MATERIAL Carbon steel. 6 fig. 21 ��>a FINISH: Black or galvanized: furnished black unle otherwise specified. SERVICE For earthquake bracing, to be used with ,,i:1 113 brace fitting. Pipe clamp bolt holes are designee ,� match holes in brace fitting. A s : e � y' MAXIMUM TEMPERATURE: 750 °. ' sr ', INSTALLATION: Designed for use with Fig. 113 be ..rµ fitting, page ph o ORDERING: Order by pipe size, figure number. nar finish if other than black, finish. k 4 F —� E i I DI - — I I I ° I ° E I I , I tf F- —" _1 Toads ® weights e dimensions (inches) rod max recom load. Ibo take-out G tor service temperature wgt (approx) p E s4xe 850°F I 750 °F Ibis each I „ Z I . x ' 2 3 I 21/4 I 23/4 930 � 1.1 I , '/: ' : x • 2 1040 930 3/4 2% 31/4 x 1.2 3. 2's /,e 3e / %: 2' /t 1040 ' ,a /,e '�x ix' 3 1040 930 1.5 / 3 3 116 • 1040 930 4% . x 3h 1040 930 2.2 y 4 % ,e 4u/1e % x 4 930 2.5 5 41s ,, 5 10 3 930 5.2 1 40 � , 7 I y. us x 6 1 040 930 I 6.3 I t 6 /e 8 • 1 Revision 8/302002 3 wand Cf . "� l� Fig. 2002 et �� Sway Brace Attachment Size Range -- Pipe sizes to be braced 2 -1/2 through 8 inch, all steel schedules, copper, plastic, FRP, cast iron, and ductile iron. (consult factory when bracing other than steel) The Fig. 2002 accepts brace pipe sizes 1 -1/2 and 2 inch steel sch. 10 through sch. 40. \\ Material -- Carbon steel. �/ t Function—For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 2002 /1 / I is used in conjunction with TOLCO Fig. 900 Series sway brace , attachments and joined together with bracing pipe. Install per NFPA F 13 and or TOLCO State of Califomia OSHPD Approved Seismic 1 Restraint Manual. . , Features— Unique design will not damage thin wall, plastic, copper ji` `�I or ductile iron pipe. Easy verification of proper installation by o- U tightening bolts until ears touch. . ( lnstallat/on —Place Fig. 2002 over pipe to be braced. Slide bracing ,) pipe through attachment and tighten hex nuts until ears touch. 115 Approvals— Underwriters' Laboratories Listed in USA (UL) and Maximum Design Load 2015 ibs. Canada (cUL). Finish— Plain. None -- Available in Electro-Galvanized and HOG finish. Order By—Figure number, pipe size to be braced, pipe size used for bracing, (1 -1/2 or 2 inch) and finish. Important Note —The figure 2002 is precision manufactured to perform its function as a critical component of a complete bracing N WITH TM assembly. To ensure performance, the UL Listing requires that SHOWN G. Silo the Fig. 2002 must be used only with other TOLCO Listed Bracing Pro ducts. National and International Patent Application in process. ( .._.. ,...:::, _ . . ..._/ - -- -- M IN. t Main OHlcelhtlanufacturing Facility • 1375 Sampson Ave. • Corona. CA 92870 • Ph: 909.737.55 • Fax: 909.737.0330 �� >, °k '- '',.-r ..$ `� Distribution Canter • 8790 Frudndge Road • Sacramento. CA 95826 • Ph: 916.388.7800 • Fax: 916.308. t a t ;j �172 ��S'E'i Manufacturing Facility • 4.851 Homestead Pond, Bldg. 118 •Houston, TX 77020 • Ph: 713.672.005 • Fax: 713.672. 0074 www. tOic o.com i l , Revision 3130/2002 ti 3 grand of li l®l or Fig. 1001 0 t: Sway Brace Attachment Size Range – Pipe size to be braced: 4 thru 8 inch IPS.' Pipe size used for bracing: 1 and 1 -1/4 inch Schedule 40 IPS. f /Material – Carbon Steel. r f Function– For bracing pipe against sway and seismic l 5 disturbance. The pipe attachment component of a sway brace / � system: The Fig. 1001 is used in conjunction with a TOLCOTM t t 900 series fitting and joined together with bracing pipe per ' NFPA 13, forming a complete sway brace assembly. Features – Can be used to brace schedules 7 through 40 ; IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no I • threading of bracing pipe. Can be used as a component of a t i i four -way riser brace. Comes assembled and ready for installation. Fig. 1001 has built in visual verification of I Maximum Design Load Lbs. • correction installation. See installation note below. Installation Note – Position Fig. 1001 over the pipe to be 10/40 Sprinkler Pipe` Sch. 7 Sprinkler Pipe braced and tighten two hex head cone point set bolts until 2 Sch. h. lbs. Sc h lbs. heads bottom out. A minimum of 1 inch pipe extension is i 2015 for 8' pipe with 1 brace pipe recommended. Approvals – Underwriters' Laboratories Listed in USA (UL) _ and Canada (cUL). Finish – Plain. Note— Available in Electro- Galvanized and HDG finish. Order By– Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 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 Fla. 1001 must be used onlv other TOL.CO bracing products. . • i I ?I j i - 1375 Sampson Ave, • Corona. CA 92870 • Ph: 909.737.5599 • Fax: 909.737.0330 170 � Main Office/Manufacturing Facility • 1 Ph: 916.388.7800 • Fax 916.368. t 301 , ; Distribution Center • 8790 Fr udnd g a Road • Sacramento. CA 95826 • cS -' Manufacturing Facility • 4851 Homestead Road, Bldg. 118 • Houston, TX 77028 • Ph: 713.672.0058 • Fax: 713.672.007 www.toleo.corn Cpl CA • (• (9909)T3 -6599 K 12' y,,., - J.�: &« s 1 ter : ; ; %1MV:4:14 ;,,VE,C 1. 1i P.'ii�3' tlimAIvm'.L 2),'r"tr_ �u t F fir �.F:t "' ".L '�''��� M.. Y '.� 3.�'9rYA.i.. uy ��, r t"+ n �.'�s �C:d�!'� �. `., rYa� -� 1!:�'����a�i e..,. �.. t ��1 X..`�", a 1 a_ FIGo 825 BAR JOIST SWAY BRACE ATTACHMENT OD 38a4e of Size Range — One size accommodates all Tolco Fig. 900 Series sway brace Ca tate of attachments. Braces up to 8" pipe. _ O S H P D Material — Carbon Steel. APPROVED Function — To attach sway bracing to steel bar joist structural members. 3�8� Max. Features: °Permits secure non friction connection without drilling or welding. Unique design reinforces point of connection to joist proper Installation. `' >/'` ®Break off head bolt design assures verification of prop t � ®Can be used as a hanger for up to 6 inch pipe• roved by 4 M Approvals -. Underwriters Laboratories (g. listed per 203A )- A pP y k n -� `z < State of California Office of Statewide Health, Planning and Development (( . AV:::'-',',.4`0.,: r ; :- (OSHPD). Refer to Tolco's State of California Approved Seismic Restraint !.,.-;:l' y r 4,' � "� � Products: Manual.,' x 7�F dpf IrrYportant Structural Note — The Tolco Fig. 825 has UL established gk ,,, ;W � ,i,�,1a; x ,- , design loads as indicated. It should be verified that the structural members ' :410 0 r- . (`t � =b ; < x to which this product is attached can withstand the expected forces. •,,,,._. Finish — Plain, Electro- Galvanized, and HDG. a , Order By — Figure number, and finish. load 2,015 Design Max *Important Note. — The Fig. 825 is precision manufactured to perform its M ax Desig 237.5 function as a critical component of a complete bracing assembly. To ensure performance the U.L. Listing requires that the Fig. 825 must be used only with other Tolco bracing products. , Bar joist shown attached National and International � Pa � W tent application in process. • to various roof materials Nailer Shown ►r�r "r��'�• Al ►� tea. — ; r" Shown with " ,o Fig. 825 S, '-,.. 1, `: Fig, 909 r ` t : . ��t:Is ,May �I Shown with Fig. 910 pivot in y directio Fig. 1000 r & . FRONT VIEW ;� I Shown with _- 1I \/ P• -4'�� Ili f Fig. 980 .- � a �!M t Fig. 825 .. 14fay piv is mom." , I k, , any dire s1 _ ,' , / } 410, F ig. 1000 r _.// ,/, ..„\ `_ 1/2 ° Bolt Nut 0 Runished SIDE VIEW . • TOP VIEW i J E � :« INCORPORATED C ORONA CA (909)737-5599 t wF: . iY',L1Lsa !: ¢ 29 (h i�kcS -o-. ierl .fid:3lt4 5. • e C ® Fig. 4 A State of California Pipe Clamp For S1�/a y Bracing OSHPD Approved P" t" Size Range - 4 thru 8 inch pipe. For pipe sizes smaller than 4 inch B V use Tolco Fig. 4. - � Material - Carbon Steel. ; ' - Function - For bracing pipe against sway and seismic / disturbance. /' Approvals - Underwriters' Laboratories Listed in the USA (UL) A and Canada (cUL) 4 thru 8 inch. Approved by State of Califomia i Office of Statewide Health, Planning and Development (OSHPD). i Installation Instructions - Install Fig. 4 A Pipe Clamp on pipe to ` \ D be braced. Attach Sway -Brace Fitting to 1/2" Clamp bolt (Sway - Brace Fitting to be on outside ears of clamp). Tighten securely. (min. torque requirement -50 ft. lbs.) Sway Brace Assemblies are ` intended to be installed in accordance with NFPA t13 and the .4) Manufacturers Installation Instructions. C Finish - Plain. Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish. ,i --lo 1.4",. Shown with two / Shown with two '. ' Tolco Fig. 980's and Tolco Fig. 980's and ;' • • Schedule 40 Brace Pipe % • Tolstrut Channel brace. \ • / �. • n o.= •• go . I I I I i • Fig. 4A - Transverse Brace Fig. 4A - Longitudinal Brace MAX. HORIZONTAL APPROX. PIPE A B C D BOLT SIZE DESIGN LOAD. wTJ100 SIZES 4 8 -1/2 9/16 3 -3/8 3 -11/16 1/2 2015 221 1/2 2015 253 5 9 -3/4 9/16 3 -7/8 4 -3/8 6 11 -1/2 5/8 5 5 -1/8 1/2 2015 513 2015 501 8 13-1/4 3/4 6 -11/16 6 -1/8 1/2 ` 4 , .,;,1 _I �� m*K� 4i. INCORPORATED -- • _ CORONA, 909>7375e99 ,�`�mmr��~ma��s*�,mo���'��m��/��-�� �m��a��*m�a� w°mn�=�,*"��n���m��wm�n-,* ===="~=~~~,~f e c® ��/ �� x »��~ ��~, �� Restrainer ~�«�"��~, " . ~. ~.. Size Range– One size fits 3/4thru2inch pipe. Material– Steel. Fumctimn – OeaignodtobeuaedinoonjunobonwithTo|coB Hungers to restrict the upward movement of piping as it occurs during sprinkler head activaflon or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirement as indicated in the National Fire Protection Association 1 (NFPA #13, 1099 Edition), 6-2.3.3, 6-2.3.4, and A-6-2.3.3. Can be used � to r estrain either steel pipe urCPV(� plastic pipe. , ApprovalS– UnderNriterS Laboratories Listed onlv when used with Tolco band hangers Fig. 2, 2 NFPA, and 200, in the USA (UL) and -) Canada (cUL). . Finish – Pre-Galvanized. �� Note—Available in Beotro'ga|vanized and HDG finish. L,~' Order By– Figure number and Tolco band hanger, size from 3/4 thru 2. , Patent #5344,108 ' tll --,,,„, 4 .......,..., '.~ I, '4 ,1 I . ! I �/ `` ^ ! + ``` . ' T � cO INCORPORATED 128 CORONA. CA • (909)73745 7t' i_ ' I F 4 ' W ' n i-3,.: .'' r. t . V. s , ' . _ .µ { n.. 1, {_ .. +R " - i .' 1.; , ... FIG .800 ® �f7p�/ /� f���1/�1 JUSTABLE SWAY B CEABTACii_.�Ei ®� TO STEEL Size Range - 4" thru 18." beam width. } Material - All Steel. State Function - Seismic brace attachment to steel. ,, of 4 California state of Features - Permits secure connection to steel ' � ' O 1 where drilling and /or welding of brace connection 1 x , - �i AP P D D could present structural issues. Conies completely L '- assembled. ready for installation. The Fig. 800 must be used with one of the Tolco Fig. 900 series brace 3ti fittings. (ordered separately)° Installation Instructions: %.. - 4, n r � Tighten set bolts against flange until bolt head , ; breaks dff then tighten locking jam nut. Tighten _ , ; hex head bolts into clamp body until lock washers '' `,4=''" are fully flat. - at. , Application Note - Allows bracing in both lateral / and longitudinal direction. Approvals - Underwriters Laboratories Listed in the requirements (UL App roved by State L __ re ' U.S. under 203A q � i of California Statewide Health, Planning and 4':,! Development (OSHPD). 1i _ IO / / / / / /� / / :'::::::::j.:21:=:-.:: �I Finish - Plain, Electro- Galvanized, and HDG. 1.:::n--'2.1;!,;,.-.:...?;q2 . .; :,i; e number, size number. r =a! • ij; ' ' Order By - Figure number, type o 0// Shown with Fig. 910 Importarit Structural note: brace fitting (across Tolco Steel Fig. 65/66 components were used during structural testing and are required to achieve the listed results. Malleable iron components must never be _ Substituted because of their serious potential for "DESIGN LOADS / A _ FLANGE LBS. 1 v i THICKNESS ALONG ACROSS 1 ( TYPE MAX. BEAM �� = . ,265 2,015 _ = -- 9 ; 1 3 /4" 1 f • a a • n 2,015 ■ a - y 2...1: 41}-i � 2 1-1/4" ; / ` 1 26 A ° DESIGN LOADS / LBS. = I .>. � .. z< t ..�. -` . p.:L:. FITS BEAM ALONG ACROSS C. ,. SIZE RANGE BEAM BEAM Shown with Fig. 910 1 4" - 6" 1,265 2,015 � 2 6" - 8" 1,265 2,015 brace fitting (along bf 3 8 - 10" 1 ,265 2 ,015 C 4 10" - 12" 1,265 2,015 5 12" - 14" 1,265 2,015 6 14" - 16" 1,265 2,015 7 16" - 18" 1,265 2,015 pc s . { i' ; hS ' iNCORPORATEO T 3,` CORONA. CA . (909)777 -5599 ;* } YES ,' ,.^` e,, a. f , s E 6: -' '. °la fi k Tr3 ",:_,..?z . .0 4 m : _ H , .1 "7:".',4*,,,,, . i't, fix+ ,�t t .�� • � -. ''..-ti'. � Aw .�,� a : .n • � k 4� wC,. r i FIG.980 U N EERSL S'WIVE'L SWAY BRACE ATTACHMENT Size Range - One size fits bracing pipe 1 thru 2 h, Tolstrut 12.ga al channel, and all structural steel up to 1/4 inch thick. State of Material - Carbon Steel California Function - Multi - functional attachment to structure or braced pipe fitting. OSHPD Features - *Fits multiple sizes of bracing pipe, strut or structural steel. i :4s APPROVED *Mounts to any surface angle. „, _ *Break off bolt head assures verification of proper installation... - per NFPA #.13 and /or Tolco's State of ♦ter 4 =~ Application Note - Install p �..�;''�:�_ ..., ;:. Approved Seismic Restraint Manua. -` '; California OSHPD App l g P Installation - Place bracing component into jaw fully and tighten -- 0;.. . bolt until head breaks off. I Approvals - Underwriters Laboratories Listed per 203A (UL). , ' ,,, Approved by State of California Office of Statewide Health, Planning A -. • and Development (OSHPD). Refer to Tolco's State of California • Approved Seismic Restraint Products Manual. �, Finish - Plain, Electro- galvanized. Order By - Figure number & Finish. Important Note - The Fig. 980 is precision manufactured to perform wen • its function as a critical component of a complete bracing assembly. gg To ensure performance, the U.E. Listing requires that the Fig. 980 must be used only with other Tolco n'� bracing AL A N s. ' : ,- 1 r,i,.: RNATIONAL PATENT ' " NATIONAL AMID INTE ,, APPLICATIONS IN PROCESS. Max. Horizontal APPROX. A . B H* Design Load W.F.J100 LBS. 5 -1/4 1 -7/8 17/32 2765 132 *Available with hole sizes to accommodate up to 3/4 inch fastener. ■ Consult factory. AV - Shown with Tolco :,# Shown with Tolco Fig. 1000 "Fast Clamp” Fig. 4A Pipe Clamp / •/, - -- /:" - t ( A 'k \ "" \• ''' / ),( \ ii l / f 1 1 4 L C 0 _ INCORPORATED CORONA CA (909)737-5599 232n2=0127 449=9311111 0 G CL Fig. 825A Bar Joist Sway Brace Attachment Size Range - One size accommodates all Tolco Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 1265 lbs. Material Carbon Steel. Function - 'To attach sway bracing to steel bar joist structural members. �l8 Features: This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. . NFPA 13 indicates the importance of concentric loading of connections -K — and fasteners. Permits secure non friction connection without drilling or s i ---- welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation. ' ; \� -� Approvals - Underwriters Laboratories listed in the USA (UL) and ; ,�-�,\ Y j�' A. I Canada (cUL). i -� r` important Structural Note -The Tolco Fig. 825 A has significant UL : -../ >', established design loads, however, structural issues related to the steel ' ' - • joist member require restricted location installation for all bracing. Steel • i �` �',, ' �� Joist Manufacturers require that all earthquake bracing connections be �. ' ll � � within 6 inches of the cord panel point. Installation of the Fig. 825 A is not ; .; %� restricted to the 2 outer third sections of the joist. For greater design loads - \,'i refer to Tolco Fig. 825. , Finish -Plain. Note — Available in Electro-Galvanized and HDG finish. Order By - Figure number, and finish. Maximum Horizontal Design Load important Note -The Fig. 825 A is precision manufactured to perform its 1265 lbs. function as a critical component of a complete bracing assembly. To ensure performance the U.L Listing requires that the Fig. 825 A must be used only with other Tolco bracing products. Patent #6,098,942 Bar joist shown attached to various roof materials T_- ___I 6- - Max. I.:, —fi /, ,,, f/ \\._ Shown with ' • Fig. 980 3 --- -- < 7* '• May pivot in :' any direction • - 156 - 5242001 ilia ----------------------- Tate ./' ImGOaaOR�-a= 1 3 U u ,� �'T i,��i ? ;.� - .!a T . ..3 S .1t 'i�;±. aC =A • (9:9) - .a� :�, � 1 - y�, �i+. _ �� fir... ),7•y�• . FIG. 908 T NO-THREAD STRA.IGrT SWAY BRACT= A and 1-1/4 inch bracing pipe - Size Sanger 1 inc.-. a.._ . Material- Carbon Steel :hardened cor.e point encag inc screw. - For bracing pipe against sway ar.d seismic Function disturbances. d ne s-cctu al atzc^... - .e-lt co ^DO ers — - .. of s Sway Brace Sysri e i F 908 is for use in StraightAttac`sment An�sies ' / Only. i t con tinc_on with :he Fig. :COC. — H re ` a0$ s used ^ (A) pipe clamps. a *c ;oined . Together wit. brat'.: g pipe per NF PA T L 3`. Features - `o ;, -;reading of �ac :ng pipe s -a- atu engaging � -eu; untl :head bOt- c :.^.:pry Tighten .gad:: _ w - easy ::spe;-or. ;r opt Cpe design allows for �. — + All steel cor _ic=on eliminates in pipe a. ^.gage tier malleable - ....,7.•,-e attach- cle ^cences assocated with -hall menu application Note - `Length Association f :bracing pipe per r Vie` Protection �iator �' . . , 91 Editor) Table 4. 3.4.3.3.:(_..). _ Pamphlet 13. (1991 - �,C" _ -1 / " =" Sc`- 40 bracing pip axi ^ um : Sc 40 bracng pipe ma ximum „” pipinc _ , . e- maximum �'U . Many alternate f which N F A gas not ye: , are avaiiaoie or ate.ai The established suitability for :s '" e as Crating • arnits arc / or rest^ -ct ors of alternate piping types when used as bradng rr.at tercet should be ceariy established before their us A • ended the Fug. 908 first be Installation - it is recotnm = the bn_o- s�;Ted onto the building structure. Ex. am ing pipe though :.art at !east as far as attachment bolt are tightening core point engaging screw as indi- A p p above ' T boratores Listed_ - -� I -tce-r :e:s .a Approvals - U, F t:t when / j-' Toico Sway Bracing A: ac ^^eats /.- :.:rugs use with approorate bracing pipe and fasteners, n $ :2T that satisfies =•e ,',/ / r^aeupaswaybnc.gsy / requirements of Underwriters Laboratories and e / a o cianor — National Fire Protect ion ss Stainless Plain, _ ec�o Galvanized and ��`_,,/ Finish - l` No:e: Use e: U ^3. 908 s^ =g-= SteeL e ,nd finis dose: U only. Use in 9G9 c: • Order By - i= gut ° - number, pipe size = g. 910 ::i:en --gie -e s Note - Specific weight :cad concitons may require Sway brace attachments may -eq� :: zc. :^ore than one fastener. Sua o0� a. ^. be add w;± mu' -ple aster.es (See `:g• • ) larger fastener mountng holes. Consult lac :ory. .�P�ax PATENTS PE'�1DIi�IG ',WEIGH ?IPE 3 u ?EP. I00 SILL ice _, „e • Q o c onww a • mn s UM 110 s' it rSf >.a i4 i ii . m`P +? = ,eri1.. , n , x4 P ..a..l. ,. .3 n t . 3 1. e ht. y �:C �.��e'�' � +k?, `���`v ���.w4.'. ` rc�, ..nx ... n .. . ' FIG. 910 SWIVEL SWAY BRACE FITTING Size Range - 1 & 14/4 inch bracing pipe. � . Material - Carbon Steel sway and ��ts� F ar bracing pipe agairst s 3 r Function '�r seismic disturbances. The building attachment y . • y- � xr component of a sway brace system: The Fig. 910 is ,- -- -?� ro used in conjunction A Pipe Clamp), and join d ' , i ;; • Clamp" (or with a Fig. r together with a brace pipe per NFPA 413'. Features - Universal swivel design allows Fig. 910 D co be attached at any surface angle. All steel construc ^on eliminates deficiencies associated with casting type attachments. / D r - "'-'J i Application Note - 'Length of bracing pipe per F National Fire Protection Association Pamphlet #13, paragraph A- 340.3.6: 1" Schedule 40 bracing , pice maximum 7'-2 1-1/4" Schedule 40 bracing pipe maximum 9 "•2 - . Approvals - Underwriters' Laboratories listed. • Note - The Fig. 910 Swivel Attachment and the Fig. and bracing 1..." O 1000 "Fast Clamp (or Fig. 4A Pipe Clamp). make ! - up a sway brace system of U.L. Listed attachments q 1 . • materials which satisfies the 8 requirements of Underwriters' erwriters Laboratories and _ - -- the National Fire Protection Association ( NNFPA). i E . Finish - Plain, Eec:ro- Galvanized, and Stainless Steel. �'— c Order By - Figure number, pipe size, and fin Note - Specific weight load conditions may require more than one fastener to the building structure. Sway brace attachments may be ordered with 77.- multiple and/or larger fastener mounting holes. FIG. 910 Consult the factory. FIG. 910 N<71 a FIG. 910 \` FIG. 1000 - , 3'. '! ��/ J 4- 0 :, FIG.a� Nile . --.._0 c., D APPROX. WF1GFiT J PIPE HOLE F PER loo SIL ^ g C SIZE. E 1 1.1/2 3 9 _ 2.5/1 2 a8 . 1 -1/4 1.3/16 1.5/16 3. _ 9/16 2-5/16 —2.-5/16 9'9 - ' L.. —L. ------------- --.—.•---•-------------------- ImCORPORATED • C304) 737-.5.:99 33 FIG. 975 STRAIGHT SWAY BRACE FITTING Size Range - 1 ir.ch bra pe. - Mcaerial - Carbon Steel . . Funcrion - Fcr i.-.,re.ci p.n..e ageurst sway and s'icrric rf...,.::::2.n.c. rornr.onen: of a sway brace sysm 1 ne Fig. 975 is used in conjunction with the Fig. 1000 .-,-.,.--:.:,......-1 (or with Fig. 4A F.pe Clamp), and :,oined. - - -- b A . toseth.er wit:.-.1 a brace pipe per :Nth.. ,•.....) . . '....;::;•;: Features - Open desiT: allows for easy .,....-- _..- .-- ..7 ,;,1, .! of -.-- engage:nen:. Ail steel corst earrniates defidenaes assoc.iated with malleable -ripe armc.h.rnerits. ,t.„: ---r. :.:6.-., • % Application Nore - "Length of bracing pipe per Na- Fir.' ?70teCt0rl. A-SSCCiatOn Pamphlet ..--' 3. Table 4-5.4.3.5. (3): 1" Scneduie 40 rac- ingott.le :I-lax:mum 7'0/4" SoneCuie40 bra::: :ng pipe rn axi rnUrn 9'0". (See Fig. 910.) , ApprouaLs - Under.k.-riters' LaParatores Listed. 1 ----- .:...1 Note - The FE. 975 Staight An:eon:nen: 2 .7'. CI 7-±". e 1 1 F. 7 CCO - Fast CIap" (or Fig. 4A P Camp), . rr-ke up. a s-w-ay brace systein Listed attacnments ar.d1;racing 17.a:2r:els , ..:.;t.ich. satsfies 1 : A tne recuirements of Underwriters' 1.2bCratories 3 ad the National Fre Pt-ozect Assox:Ion 3 (NF?A). t il i i 1 I Finisn - P t- !ain, Elecc-Galvanized, and Stainless ?. cteel. ' ; \ " - -----' 2 -- - ' Order By - Faure number, pipe size and '-',..-iish.. i '-- C No re -"=.4..fic.,.:;eighti.oad conditors rnay rec.c.nre more than one fastener to the buildi structure. .:..-ay brace attacn.rnents rrzy be ordered: witn n. ar. .ace: fa_stener -.7.cunrincs ncles. Consu: :ne fac:or / .......___. ----. ...,.. / lf Nr / , \ / NOTE: USE FIG. 975 IN STRAIGI-iT POSMCN ON!....:' 3".:Nr'ING Oil' 17-ilS Fri ALTERS THE MATERIAL ‘--- G. 97.5 STRcNGT-7i USE FIG. 909 OR FiG. 910 WH.EN ANGLE 7--- F!G. 1000 Fri iS REQUIRE. ?rc HOLE o WE: 1-11" , qai A 3 C 0 .51=- PER 1CO .Nillf _ , 3-1/2 1-1/2 3!15 9/16 Z.9 -.- - ---- � 'i r 4 .r ww tg r M,1 k -x t;.4,. A f`i.lit e 1 z:: ., z1'S '..' t " P . ,'' u 4 •,,, .,. 1p " ..n 5 ..... X r . ✓, il+ + ti'r,.,.«' 4.t.F.a', t ' _..�. t +.. t.. a_ - ... �F ' L a 2 - i 9' 9..�i. "t z� Ck�F d 4 :t . , ... Yr ,•1p.... • 71 . KWik Bolt 11 Stud Anchor System _ -4 =• Single piece wedge that can function as three independent wedges. : ,.. Stud expansion anchor to satisfy a wide range of concrete fastening • y =a problems. r ° %^ w Advantages Anchor Program Product Details • Unique stainless steel design improves • Standard Kwik Bolt II Kwik Bolt II anchor sizes range' /," to 1" anchor performance. • Extra Thread Length Kwik Bolt II in diameter and are supplied with • Anchor size is the same as hole size • Stainless 04 and 316)1 Kwik Bolt II washers and nuts or rod couplings. for simple installation. • Can be installed in a bottomless hole. • Countersunk Post -Nut • Length identification code for quality • Kwik Tie control and inspection. • Rod Coupling Kwik Bolt II • Extra thread length available for • Stainless Steel Extra Thread Length double- nutting, grout pads and • Stainless Steel Countersunk shimming. • Special orders available in various materials, sizes, and thread lengths. • Shrink wrapped packaging to protect from moisture. • Complete with nuts and washers. • Conforms to Federal Specification FF -S -325, Group II, Type 4, Class 1. Product Details Collar Wedge Dimple Prevents wedges Prevents Nut Anchor Body from sliding up spinning in Anchor body the hole �t! ti ' 'i t, �„r, ? w -7. y : k. �. Q ;piia . i r: " Expansion Cone Dog Point Washer Wedges Improved Provides Length Identification drevagts thread wedge design consistent Mark damage during installation ensures more expansion of consistent & wedges reliable fastening Installation Instructions N y , � ; r:,,.- 3 r?:- 0.11,1101110111■■■■•■■ ',Oil —r...7.------.0000111,. .... Al611111/1101 E .4.01-1.- '" r t" a nti '�`' 1. `' Hammer drill a hole the same 2. Clean hole. 3. Drive the Hilti KWIK BOLT II far 4. Tighten to the recommended enough into the hole so that torque value with a torque KWH( dT , with a the Hilti at least six threads are below wrench or up to 4 turns from KWIK BOLT II, lach or without the top surface of the fixture. the finger tight position to B e fixture in place " t o e KWIK Recommend the Hilti 2 lb. achieve specified torque BOLT works in a "bottom hammer to drive anchor into values. less hole. the concrete. Kwik -Bolt Length Identification System R s T u v w x Y z A B C D E F G H I J K L M N O P Stamp on Anchor ' 10 11 12 13 14 15 16 17 18 From 1'h 2 2'h 3 3'h 4 4h 5 5'h 6 6'h 7 7`h 8 8'h 9 9 h 19 • ( 1 ( 1 Length of Up To 6h 7 7'h 8 81/2 9 944 10 11 12 13 14 15 16 17 18 11 Anchor But Not 2 2'h 3 3'h 4 444 5 544 6 \\ (Inches) ' Including R S T U V W X Y Z A B C D E F G H I J K L M N O P Q Z Stamp on Anchor A B C D E F G H I J K L M N O P Q R S T U V W X Y From 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 40 a1 Length of Up To Anchor But Not 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 (Inches) Includin• 81 _ —rTteg. Kwik Bolt 1I Stud Anchor System Specification Table Anchor Size • HKB HKB HKB 1 HKB HKB HKB ;, Setting Detail " 1/4" 3 /8 1 /z" � si 3/4" 1„ BD = D drill bit size = anchor diameter 1/4" 3 /a t " 5B" 3 /4 1 • E depth of embedment (min.) 1 1 _ 21" 2 3'/4" 41/2" DC wedge clearance hole 5 /16" 7 /16 " 9/16" _J 71 /16 " i3 /16" 178" 13/4 271 23/4 31/2" 41/4" 7 6" L anchor length min. /max. 41/2" 7" 7" I 10" 12" 12" std. thread length 3 /4" 7 /591 1 /5" 1 11/2" 11/2" 2 TL extra thread length 3" 4" 4" 3/"/4/" 31/2"/41/2" 41/2" 4 20 30 II 75 150 200 M Installation SS torque (ft. Ib.) KBII min. E 4 20 30 75 150 200 guide values KBII std. E 7 25 45 . 95 1 225 350 BMT Min. Base Material 3 or 1.3E whichever number is greater Thickness (inches) Listings Conforms to the description in Federal Specification FF -S -325, Group 11, Type 4, Class 1 for concrete expansion anchors. UL listed, "Pipe Hangers" (315" - 3, diameters). International Conference of Building Officials, ICBO Evaluation Report #4627. Factory Mutual listed "Pipe Hangers" 3 /8 KBII w /rod coupler. Southern Building Code Congress International, SBCCI Report #8913 COLA Additional Pending Anchor Program Standard Kwik Bolt II Sizes (..„,:z Hole Anchor ; Min. Hilti 1 Allowable Working Loads I 1 !tern Diameter Length ! Embedment I Thread Drill 1 4000 psi Concrete 1 Qty. Per Number Description (In.) (In.) I Depth (In.) 1 Length ; Bit !Tension (lbs.) Shear (lbs.) . Box/Ctn. 000453597 KBII 14 -134 4 1 13/4 I i 100/900 I 000453605 KB II 14 -214 1/4 21/4 1 34" TE -C ± La -6 380 430 100/900 000453613 KB 11 14 -314 Zia 314 100/400 1 - 0004536211 KB 11 38 -214 3j5 21/4 1 /8 7 /8 TE -C + 35 -6 750 930 100/500 000453639 KB 11 38 -3 100/400 000453647 KB 11 38 -334 1 TE -C + 3 /5 -6 750 930 100/400 1 000453654 KB 11 38 -5 I 50/200 1 000453662 KB 11 12 -234 1 /2 23/4 TE C +' %z 6 I 50/200 000453670 KB II 12 -334 1/2 33f4 2'/4 11/4" 1450 1600 50/200 000453688 KB 11 12 -412 1 2 4 50/200 ± 000453696 KB 11 12 -512 1/2 5y2 TE C 2 12 I 25/125 000453704 KB!! 58 -334 5 5 339 25/100 TE -C + 55 -6 25/100 000453712 KB II 58-434 5's 43a 23/ 1 1 2130 2800 ! 25/75 000453720 KB 11 58-6 5' 6 TE- C +5/e -12 25/75 000453738 KB 11 58-7 516 7 1 1 n 11 000453746 KB 11 34 -434 3,4 434 1 TE -C + i4 3 , - 20/80 � 5 20/60 000453753 KB 11 34 -512 3 i4 5 2670 3470 10/40 000453761 KB 11 34-7 3 314 a 7 TE C : 34 12 I 10/40 000453779 KB 11 34-8 34 8 _ . • 000454124 KB II 1 -6 1 6 5/25 i t 41/2 2'9" TE -F 1 -13 4670 7470 5/20 000454132 KB 11 1 -9 1 ' 9 • , 1- ;6� 7.: )NCORPO CORONA. CA • ( 909) 7775599 a Ta ss ' 7?�!� 7r. ,; = r.' .s„?,���k Y...' ��'a�.+ayy��f:;r:�, .R,��i,`t�" a�.!''•',`5�:;��nt. t ' 6 rnro. 0" L .t _ z _.� { y '`: G {i .i :,. : . :?n a .ac. �t • FIG. 78 ALL STEEL CEILING PLATE Size Range - 3/8 inch rod. B Material - Carbon Steel. < Function - Attachment to wood beams, \O) ceilings, metal decks or walls. Can also be e, welded to steel beams. Approvals - Underwriters Laboratories listed in the United States (U.L.) and Canada (cU.L.). Fa-tory Mutual Engineering Approved. Addition idly, U.L. has listed the Fig. 78 - 3/8 "• A . (for up to 2" pipe size) utilizing two - #14 x 1-1/4" wood screws into wood and two - 1/4" x 1" "TEK" type metal screws into minimum 14 ■Imemen� gauge steel. Finish - Plain and Galvanized. Consult factory for Stainless Steel Material. Order by - Fig. number, rod size and finish. • Patent application in progress. O -- MAX Q 2' I 1 • C O ' 1 � 1 ' FIG. 70 D(2) MAX REC. APPROX. PIPE B C D E LOAD' WT. / 100 SIZE A 1/2 " -2" 3" 2 -1/8" 1 -1/8" 5/16" 3/8" 150 15 2 -1/2" - 6" CONSULT FACTORY FOR DATA REV. NP 3/95 'Minimum Safety Factor of 5. • Grinnell ..universal C -type clamp universal C -type clamp fig. 92 (standard throat) fig. 93 (wide throat) beam clamps irt Or y' rF � 'y �I;" f rt ��_ 51 __ s , ASS t �.� /. odd = r = N _ {... 1: i E fi+ l ' g ' : A. � '. iiq t. [ -� LEAST ONE I r � FULL NC •T LEAST �r� _ _ F, 6E EXPOSED �f - 1 _ [ dlC f f J {� rit TnIE•o T _ f } v .00 uusr I I T ^ t e o ?? Boor c•sr1NC .00r lial :1'3 •l9Z[.°DI CASTING a _ _l_ '!' :.• [ N °„ SIZE RANGE:' /a &'/2 inch rod. �t -!C.[. ..-.11 ' J•Y -NUT °� MATERIAL: /a ductile iron /" malleable iron l 2 maeae ron cam �� '-� • 3 ' 1 P1 SET- SM. SIZE RANGE: 3 /8 & 1 /2 inch rod. hardened steel cup point set screw and locknut. MATERIAL: Ductile iron clamp, hardened steel cup APPROVALS: Underwriters Laboratories /Underwriters point set screw and locknut. Laboratories of Canada listed and Factory Mutual APPROVALS: Underwriters Laboratories /Underwriters approved for NFPA 13 maximum rated pipe sizes. Laboratories Complies with Federal Specification WW -H -171 E and aboratories of Canada listed and Factory Mutual approved for NFPA 13 maximum rated pipe sizes. Manufacturers Standardization Society SP -69 Complies with Federal Specification WW -H -171 E and (Type 19 & 23). Manufacturers Standardization Society SP -69 (Type 19 SERVICE: Recommended for use under roof installations & 23). with bar joist type construction, or for attachment to the SERVICE: Recommended for use under roof installations top or bottom flange of structural shapes where the with bar joist type construction, or for attachment to the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange top or bottom flange of structural shapes where the does not exceed 11/4 inches. vertical hanger rod is required to be offset from the edge , i of the flange and where the thickness of joist or flange HOW TO SIZE: Size of clamp is determined by size of does not exceed 3 /4 inch. rod to be used. HOW TO SIZE: Size of clamp is determined by size of INSTALLATION: Follow recommended set screw rod to be used. torque values per MSS- SP -69. INSTALLATION: Follow maximum recommended set FEATURES: screw torque values per MSS- SP -69. o They may be attached to horizontal flanges of structural FEATURES: members in either the top beam or bottom beam o • They may be attached to horizontal flanges of structural • positions. Secured members in either the top beam or bottom beam Sred in place by a cup- pointed Set Screw tightened positions. against the flange. A Jam Nut is provided for tighten- © S in place by a cup- pointed Set Screw tightened ® ing the Set Screw against the Body Casting. against the flange. A Jam Nut is provided for tighten- Thru tapping of the body casting permits extended ing the Set Screw against the Body Casting. adjustment of the threaded rod. • Thru tapping of the body casting permits extended • Wider throat for attaching to flange with up to 11/4" adjustment of the threaded rod. thickness. ORDERING: Specify rod size, figure number, name of ORDERING: Specify rod size, figure number, name of clamp. clamp. FINISH: Black and plated. FINISH: Black and plated. loads • weights loads • weights maximum maximum rod max recommended weight rod max recommended weight size pipe load, lbs.• (approx.) size pipe load, lbs.® (approx.) A size top bottom lbs. each A size top bottom lbs. each l's 4 500 250 .34 3t; 4 500 250 .41 1 /2 8 950 760 .63 1 /2 8 950 760 .75 s ® Maximum temperature of 450 °F II Maximum temperature of 450 °F dimensions (inches) dimensions (inches) rod rod size size A 8 C D E F G H A 8 C D E F G H % 2 4 1 1 9 /16 13 /16 % 1 /2 % 1 /4 1 2 9 /16 13 /16 3 16 5 16 1/2 3 /4 1 3'6 1 17 16 1 /2 1 16 7 /16 23 /32 1 /2 1 1 3 /e 2 1 /2 1 7 /16 X3/16 Grinnell beam clamps retaining clip wide throat top beam C -clamp fig. 89X fig. 94 B F1 For use with fig. no.'s 92, 93 & 94 in seismic applications. !aY R -� r . ELIE E ---------- LENGTH IL r 1 IN iil 1�4 �s i II f p E •j SIZE RANGE: 5 /a to 3 /4 inch rod. MATERIAL: 5 /8" Malleable iron clamp 3 /4" ductile iron, hardened steel cup point set screw and Iocknut. APPROVALS: Underwriters Laboratories listed anc WIDTH Factory Mutual approved for maximum pipe sizes indi- 4 ____ . I Gated below. Complies with Federal Specificatior. �� i WW-H-171E and Manufacturers Standardizatior Q .. Society SP -69 (Type 19). SERVICE: Recommended for use under roof installa �' tions with bar joist type construction, or for attachment tc E, the top flange of structural shapes where the vertica • hanger rod is required to be offset from the edge of the im 058 flange and where the thickness of joists or flange doe; 058 yp T ica not exceed 1 /,s inches. MATERIAL: Carbon Steel. Application HOW TO SIZE: Size of damp is determined by size o FINISH: Black or plated. rod to be used. HOW TO SIZE: Specify length of retaining strap based INSTALLATION: Follow maximum recommended se on beam size. screw torque values per MSS- SP -69. INSTALLATION: Length of strap should be adequate to FEATURES: allow at least one inch of strap to be bent over the beam • Provides clamping to bar joists which are direct!' side of the flange opposite the side the beam clamp is under roof installations. mounted on. • Provides for vertical hanger rod installed offset fror the edge of the beam flange. ORDERING: Specify rod size, Fig. 89X, name; length • Malleable iron body assures full thread engagemer of retaining clip. (Add 2 inches to flange width of beam of rod. to arrive at proper length of retaining clip). If required O RDERING: Specify rod size, figure number, name c length is not standard, order next longer standard. p g clamp. FINISH: Black. rod length width weight (for length) loads • weights size L W 6 8 10 14 3/8 1 .10 .14 .17 .24 rod weight maximum maximum g 1/2 rod pipe recommended (approximate) 6 8 10 14 1 .13 .17 .22 .31 A size load, lb. ibs each 3 * 5e 10 1200 .66 3/ 12 1600 .83 s Maximum temperature of 450 °F. • dimensions (inches) rod ` size F A B C D E 5 1 21/4 3 /, 1'/4 1 3 /4 1 2% 3 /4 1 3 1e 1 3/,6 GENERAL INFORMATION . �► Finish: Plain, painted green or pre - galvanized. 4 Channel Stock Length: 10 and 20 ft., other lengths on request. Order By: No., Length & Finish PS 200 Steel Channel (1 5/8 x 15/8 x 12 ga.) a 7 ---- 9os 3 1 -F- 1 r ---- �2 e I J Y n I 5 - 1 - -- X 8 I x — 12 G a. I 1 Y 5 - B .719 Elements of Section X -XAxis Y - YAxis Weight/100 Ft. Area Of Section Moment Section Radius of Moment Section Radius of PLN PGAL Inches2 of Inertia Modulus Gyration of Inertia Modulus Gyration GRN Inches 4 Inches Inches Inches 4 Inches Inches 191 194 .561 .189 .209 .580 .239 .294 .653 Modulus of Elasticity: 29,500,000 PSI 8 Fabricated Channel PS 200 EH Elongated Holes PS 200 H Channel With Holes Weight/100 ft: PLN,GRN 186 lbs. Weight/100 ft: PLN,GRN 182 lbs. PGAL 185 lbs. PGGAL AL 189 lbs. D IA. HOLES -- il [ (—) C (-) 1 6 - -''''.iiii'l ''''Wg'7. f i r L 0 C 0 0 .. kftw.. T PS 200 S Slotted Channel PS 200 K06 Knockout Channel Weight /100 ft: PLN,GRN 180lbs. Weight/100 ft: PLN,GRN 191 lbs. PGAL 194 lbs. PGAL 183 lbs. a aA KNOCK OUTS 177.7 ..,:.z...zzzz5. .... .... ,.,::::::::::::.:::::::::: K S r - - -- "mo - 1 - - - - � - - - - �-3 � 3 POWER- STRUT - 0 14 GENERAL INFORMATION Finish: Plain, painted green or pre - galvanized. Stock Length: 10 and 20 ft., other lengths on request. a „ ► Order By: No., Length & Finish Channel PS 200 X -X Column Dynamic Beam & Column Axis Load Load Static Load Loads Span or Uniform Load Uniform Load Deflection Uniform Load Column Maximum lbs. @ 12,000 lbs. @ 25,000 Inches @ 25,000 lbs. @ 1/240 Inches lbs. PSI Stress PSI Stress PSI Stress Span For Fabricated — Channels, reduce 12 9100 1670 3485 .01 - beam load values 18 9000 1115 2320 .03 - as follows: 24 8900 835 1740 .06 - PS-200 - EH 15% 30 8750 670 1390 .09 - PS-200 - S 30% PS -200 - H 10% 36 8550 555 1160 .13 - PS-200 - KO6 5% 42 8350 475 995 .17 - 48 8100 415 870 .22 - 54 7800 370 775 28 610 Extruded 60 7400 335 695 .35 495 Aluminum 66 7000 305 635 .43 410 `, 38% of Steel Load 72 6000 280 580 .51 345 Data 84 4800 240 495 .69 250 . 4 96 3600 205 435 .90 190 108 2900 185 385 1.13 150 120 2400 165 345 1.39 125 Column loads are for allowable axial loads and must be reduced for eccentric loading. For concentrated load at center of span, divide uniform load by 2 and multiply corresponding deflection by 0.8. Dynamic loads should be used for design when the channel is used for support of plumbing, heating, process or power piping. This load table is based on a solid channel section. Crush Loads 8000 LBS. 5000 LBS. 3500 LBS. i 1 I i 1 � 11 11 I 1 1 1 1 I 1 \ 11 1 1 - -, [ ] r- -.,- ---- -4 Resistance to Slip: 1,500 lbs. per bolt when 1/2” PS NS channel nuts are used. For Extruded Aluminum reduce by 25 %. 4 Pull Out Strength: 2,000 lbs. per bolt when 1 /2" PS NS channel nuts are used. For Extruded Aluminum reduce by 50 %. POWER - STRUT - 15 GENERAL INFORMATION i. Finish: Electro- galvanized � \ i Pipe ®IT d uif Clamps Order By: No. & Size PS 1000 EMT Conduit Clamp PS 1300 Universal Pipe Clamp for EMT, IMC & GRC n /-0-) trit..: ,,,0„,,,,. r • ......... ,,,..: ---:.\::::::::::::::::. , P c may:,.: i I P c Hanging Hanging EMT Stock Load Wt./ Nom Fits Stock Load Wt./ Size Thickness Rating/lbs. 100 pcs Size O.D. Thickness Rating/lbs. 100 pcs 1/2" .060 400 9 1/2" .706 -.840 .060 250 11 3/4" .060 400 10 3/4" .922 -1.050 .075 400 15 1" .075 600 14 1" 1.163 -1.315 .075 400 17 1 1/4° .075 600 16 1 1/4" 1.510 -1.660 .075 400 19 1 1/2" .105 800 27 1 1/2" 1.740 -1.900 .105 500 30 2" .105 800 30 2" 2.197 -2.375 .105 500 35 r PS 1100 Standard Pipe Clamp (GRC and IMC) PS 932 Pipe Guide 0,, ' r ...... Also Available • ': 1100 ALM Alum. strap EG fasteners ` 1116 Alum. strap Alum. fasteners F =` 1117 Alum. strap Stainless Steel I< '(i fasteners 1 o- ) s », _ _ 1100SS Stainless Steel strap and E r'"ii Pipe Stock Load Wt./ --. A ---1 A -1 Sze Thickness Rating /lbs. 100 pcs 3/8" .060 400 9 1/2" 060 400 10 Pipe Wt./ 3/4" .075 600 13 Size A B 100 pcs i i 1" .075 600 15 1/2" 31/32 1 1/16 37 1 1/4" .075 600 18 3/4" 1 5/32 1 1/4 40 1 1/2" .105 800 28 1" 1 15/32 1 9/16 48 2" .105 800 33 1 1/4" 1 25/32 1 7/8 64 2 1/2" .105 800 39 1 1; 2" 2 1 /32 2 1 /8 68 ��� 3" 105 800 44 2" 2 17/32 2 5/8 85 3 1/2" .125 1000 55 2 1/2" 3 1/32 3 1/8 105 4" .125 1000 61 5" .125 1000 73 3" 3 21/32 3 3/4 115 G 6" .135 1000 98 3 1/2" 4 5/32 4 1/4 130 8" .135 1000 123 4" 4 21/32 4 3/4 145 • -- 1 1 10" .135 1000 143 12" .135 1000 174 ASSEMBLY: 1 Pipe Guide, 1 Clamp, 1 Hex Head Screw, 1 Nut 6 POWER- STRUT 70 GENERAL INFORMATION • Finish: Plain, painted green or pre - galvanized. 3 _ 0 Channel Stock Length: 10 and 20 ft., other lengths on request. Channel Order By: No., Length & Finish PS 200 Steel Channel (1 5/8 x 1 5/8 x 12 ga.) a sos 9 ----- e Y n 32 L Ls x - - I —x 12 Ga. 1 — — r — a a• 1 — s Y - 1 f` a '1 �1s Elements of Section X -XAxis Y - ¥Axis Weight/100 Ft. Area Of Section Moment Section Radius of Moment Section Radius of F '' N PGAL Inches2 of Inertia Modulus Gyration of Inertia Modulus Gyration GRN Inches 4 Inches Inches Inches 4 Inches Inches 191 194 .561 .189 .209 .580 .239 .294 .653 r Modulus of Elasticity: 29,500,000 PSI 4) ;: Fabricated Channel PS 200 H Channel With Holes PS 200 EH Elongated Holes Weight/100 ft: PLN,GRN 186 lbs. Weight/100 ft: PLN,GRN 182 lbs. PGAL 189 Ibs. PGAL 185 lbs. :::::' l� 16 DIA. HOLE 6 i O 1— I — --q,--1-1 1 I -v -2 6 a TYP PS 200 S Slotted Channel PS 200 K06 Knockout Channel Weight/100 ft: PLN,GRN 180 lbs. Weight/100 ft: PLN,GRN 191 lbs. PGAL 183 lbs. PGAL 194 lbs. : ::4:Z,Zyiii : --"4-4 8 D KNOCK OUTS 13 s +ii 3 L, )) PPOINER -SYRL 0 14 GENERAL INFORMATION i , j. Finish: Plain, painted green or pre - galvanized. Channel Stock Length: 10 and 20 ft., other lengths on request. 7 Order By: No., Length &Finish PS 200 . X -X Column Dynamic Static Load Beam & Column A xis Load Load S pan or Uniform Load Uniform Load Deflection Uniform Load Unifor r Loads Maximum lbs. @ 12,000 lbs. @ 25,000 Inches @ 25,000 lbs. 1/240 Column lbs. PSI Stress PSI Stress PSI Stress For Fabricated 9100 1670 3485 O1 Channels, reduce 12 .03 - beam Toad values 18 9000 1115 2320 as follows: 24 8900 835 1740 .06 PS -200 - EH 15% 30 8750 670 1390 .09 - PS -200 - S 30% 8550 555 1160 .13 PS -200 - H 10% 36 - PS -200 - K06 5% 42 8350 475 995 .17 48 8100 415 870 .22 - 54 7800 370 775 .28 610 495 Extruded 60 7400 335 695 .35 Alum 635 .43 410 66 7000 305 - 580 .51 345 I l 38% of Steel Load 72 6000 280 Data 84 4800 240 495 .69 250 96 3600 205 435 .90 190 2900 185 385 1.13 150 108 2400 165 345 1.39 125 120 I Column toads are for allowable coral load responding d must lection by 0.8. Dynamic loads show d be used concentrated load at center of span, divi( design when the channel is usec uniform load by 2 and multiply correspond g support of plumbing, heating, process or power piping. This load table is based on a solid channel section. Crush` Loads 8000 LBS. 5000 LBS. 3500 LBS. l 1 1 � 1 1 1 11 1 1 1 11 1 1 I II L-- 1 --- - - - - -- - -- --. k Resistance to Slip: 1,500 lbs. per bolt when 1/2" PS 9 lnuts are used�ForoExtruded A u p ed by 50%. r .. Pull Out Strength: 2,000 lbs. per bolt when 1/2" PS NS channe r 111 , 0 POWER-STRUT - 0 15 • I Pipe & Conduit Clamps Materials & Manufacturing '. Specifications Clamps MATERIAL: Power -Strut pipe, conduit and O.D. tubing clamps are made on punch press dies from hot rolled, pickled and oiled steel which conform to the ASTM A -569 standard. 4, t _ V STANDARD FINISH: ~' All steel clamps are electro- galvanized. The O.D. .` „ .,` • tubing clamp is also available for certain sizes in a �; stainless steel or copper plated finish. PVC coatings are available upon special request. ' ,.. i : • •J POWER- STRUT' [-] 69 GENERAL INFORMATION Finish: Electro- galvanized r ,�+ Pipe ' Conduit Clamps Order By: No. & Size PS 1000 EMT Conduit Clamp PS 1300 Universal Pipe Clamp for EMT, IMC & GRC Q1 ,; .' -■ ■ / F _,, : ,,a.;�� �O� .. i r � r ti Hanging Hanging EMT Stock Load Wt./ Nom Fits Stock Load Wt./ Size Thickness Rating /Ibs. 100 pcs Size O.D. Thickness Rating /lbs. 100 pcs 1/2" .060 400 9 1/2" .706 -.840 .060 250 11 3/4" .060 400 10 3/4" .922 -1.050 .075 400 15 1" .075 600 14 1" 1.163 -1.315 .075 400 17 1 1/4" .075 600 16 1 1/4" 1.510 -1.660 .075 400 19 1 1/2" .105 800 27 1 1/2" 1.740 -1.900 .105 500 30 2" .105 800 30 2" 2.197 -2.375 .105 500 35 PS 1100 Standard Pipe Clamp (GRC and IMC) PS 932 Pipe Guide ��,.., Also Available ',i 1100 ALM Alum. strap EG fasteners ' '' '=- 1116 Alum. strap Alum. fasteners 1117 Alum. strap Stainless Steel J ief ?::` :: fasteners , )I -O- 1100SS Stainless Steel strap and �' _• °_ "_ fasteners � � i 1 e Hanging \ ill " I iii -L ti i Pipe Stock Load Wt./ I A I t� - - - Al c..1 Thickness Rating /Ibs. 100 pcs . t - i 3/8" .060 400 9 r i 1/2" 060 400 10 Pipe Wt./ 3/4" 075 600 13 Size A B 100 pcs 1 i 1" .075 600 15 1/2" 31/32 11/16 37 1 1 /4" .075 Fa0 1 8 3/4" 1 5/32 1 1 /4 40 1 1/2" .105 800 28 1" 1 15/32 1 9/16 48 2" .105 800 33 11/4" 1 25/32 17/8 64 2 1/2" .105 800 39 �O- 3" :105 800 44 1 1/2" 2 1/32 2 1/8 68 3 1/2" .125 1000 55 2" 2 17/32 2 5/8 85 4" .125 1000 61 2 1/2" 3 1/32 3 1/8 105 5" .125 1000 73 3" 3 21/32 3 3/4 115 P G 6" .135 1000 98 3 1/2" 4 5/32 4 1/4 130 8" .135 1000 123 4" 4 21/32 4 3/4 145 - ,} -- 10" .135 1000 143 12" .135 1000 174 ASSEMBLY: 1 Pipe Guide, 1 Clamp, 1 Hex Head Screw, 1 Nut POWER - STRUT - 70