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Home My WebLink About5781 VAN ALLEN WAY; ; AS080161; PermitCity of Carlsbad Sprinkler Permit Permit No: AS080161 5781 VAN ALLEN Job Address: WY Permit Type: SPRINK Parcel No: 2121304400 Lot #: 0 Status: ISSUED Applied 9/30/2008 Approved: 9/30/2008 Reference No.: Issued: 9/30/2008 PC #: Inspector: Project Title: INVITROGEN TI FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: WESTERN FIRE PROTECTION 13630 DANIELSON P0 WAY CA 858-513-4949 Owner: GRIFFIN CAPITAL CARLSBAD POINTE INVESTORS L L C C/O INVITROGEN CORPORATION 1600 FARADAY AVE CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 Asoso~&( WESTERN FIRE PROTECTION, INC. FITNESS CENTER F 13630 DANIELSON STREET POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR INVITROGEN CP-14B 5781 VAN ALLEN WAY CARLSBAD, CA 92008 AFILE NUMBER: C-2492 DATE: SEP 29, 2008 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 955 sq. ft. COVERAGE PER SPRINKLER: 225 max sq. ft. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 157.4 gpm TOTAL WATER REQUIRED (including hose): 257.4 gpm FLOW AND PRESSURE (@ BOR): 157.4 gpm @ 26.3 psi SPRINKLER K-FACTOR: 5.6 NAME OF CONTRACTOR: WESTERN FIRE PROTECTION DESIGN/LAYOUT BY: G.LOERA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT CONTRACTOR CERTIFICATION NUMBER: C16-588039 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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 117.0 112.5 1185.0 116.7 257.4 41.0 Required pressure is 75.7 psi (65%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 257.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 157.4 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPM/FT"2) 51 11.0 K= 5.60 12.8 20.0 100.0 0.100 0.200 S2 11.0 K= 5.60 13.7 20.7 100.0 0.100 0.207 S3 11.0 K= 5.60 10.8 18.4 184.0 0.100 0.100 S4 11.0 K= 5.60 12.0 19.4 156.0 0.100 0.125 S5 11.0 K= 5.60 12.8 20.0 100.0 0.100 0.200 S6 11.0 K= 5.60 13.8 20.8 100.0 0.100 0.208 S7 11.0 K= 5.60 10.9 18.5 184.0 0.100 0.100 S8 11.0 K= 5.60 12.1 19.5 156.0 0.100 0.125 1 13.2 - - - - 13.0 --- 2 13.2 - - - - 14.0 --- 3 13.2 - - - - 10.8 --- 4 13.2 - - - - 12.2 --- 5 13.2 - - - - 13.0 --- 6 13.2 - - - - 14.0 --- 7 13.2 - - - - 10.9 --- 8 13.2 - - - - 12.3 - - - Ml 13.2 - - - - 17.7 --- M2 13.2 - - - - 17.7 --- M3 13.2 - - - - 17.7 --- M4 13.2 - - - - 17.8 --- M5 13.2 - - - - 18.8 --- M6 13.2 - - - - 19.1 --- M7 30.5 - - - - 12.2 - - - Mb 30.5 - - - - 14.1 - - - - - - - - - Mil 30.5 - - - - 14.2 --- M12 30.5 - - - - 14.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: Classroom NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPM/FT-2) M13 30.5 - - - - 14.2 --- M14 30.5 - - - - 14.1 --- M15 30.5 - - - - 14.2 --- M16 30.5 - - - - 14.1 --- M17 30.5 - - - - 14.2 --- M18 30.5 - - - - 14.1 --- M19 30.5 - - - - 14.2 --- M20 30.5 - - - - 14.1 --- M21 30.5 - - - - 14.2 --- M22 30.5 - - - - 14.1 --- M23 30.5 - - - - 14.2 --- M24 30.5 - - - - 14.1 --- M25 30.5 - - - - 14.2 --- M26 30.5 - - - - 14.1 --- M27 30.5 - - - - 14.2 --- M28 30.5 - - - - 14.1 --- M29 30.5 - - - - 14.2 --- M30 30.5 - - - - 14.2 --- M31 30.5 - - - - 14.2 --- M32 30.5 - - - - 14.2 --- M33 30.5 - - - - 14.2 --- M34 30.5 - - - - 14.2 --- M35 30.5 - - - - 14.2 --- M36 30.5 - - - - 14.2 --- M37 30.5 - - - - 14.2 --- M38 30.5 - - - - 14.2 --- M39 30.5 - - - - 14.2 --- M40 30.5 - - - - 14.2 --- M41 30.5 - - - - 14.2 --- M42 30.5 - - - - 14.2 --- N43 30.5 - - - - 14.2 --- M44 30.5 - - - - 14.2 --- M45 30.5 - - - - 14.3 --- M46 30.5 - - - - 14.2 --- M47 30.5 - - - - 14.3 --- M48 30.5 - - - - 14.2 --- M49 30.5 - - - - 14.3 --- M50 30.5 - - - - 14.2 --- M51 30.5 - - - - 14.3 - - - T 30.5 - - - - 14.1 - - - TOR 30.5 - - - - 14.4 - - - BOR 3.0 - - - - 26.3 --- UG1 0.5 - - - - 27.4 --- UG2 -3.0 - - - - 29.0 --- UG3 -3.0 - - - - 29.0 --- UG4 -3.0 - - - - 41.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROON. SDF JOB TITLE: Classroom NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (PT) BF1 3.0 BF2 3.0 SRC -3.0 SOURCE PRESSURE DISCHARGE AREA (PSI) (GPM) (FT"2) 26.4 - - - - - - 38.4 - - - - - - 41.0 157.4 - - - DENSITY REQ. ACT. (GPM/FT-2) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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 -20.0 1.080 PL 2.25 PF 1.2 51 11.0 5.6 12.8 20.0 7.0 120 FTG ET PE -1.0 1 13.2 0.0 13.0 0.0 0.113 TL 10.32 PV Pipe: 2 -20.7 1.080 PL 2.25 PF 1.2 S2 11.0 5.6 13.7 20.7 7.3 120 FTG ET PE -1.0 2 13.2 0.0 14.0 0.0 0.121 TL 10.32 PV Pipe: 3 -18.4 1.080 PL 2.25 PF 1.0 S3 11.0 5.6 10.8 18.4 6.4 120 FTG ET PE -1.0 3 13.2 0.0 10.8 0.0 0.097 TL 10.32 PV Pipe: 4 -19.4 1.080 PL 2.25 PF 1.1 S4 11.0 5.6 12.0 19.4 6.8 120 FTG ET PE -1.0 4 13.2 0.0 12.2 0.0 0.107 TL 10.32 PV Pipe: 5 -20.0 1.080 PL 2.25 PF 1.2 S5 11.0 5.6 12.8 20.0 7.0 120 FTG ET PE -1.0 5 13.2 0.0 13.0 0.0 0.113 TL 10.32 PV Pipe: 6 -20.8 1.080 PL 2.25 PF 1.2 S6 11.0 5.6 13.8 20.8 7.3 120 FTG ET PE -1.0 6 13.2 0.0 14.0 0.0 0.121 TL 10.32 PV Pipe: 7 -18.5 1.080 PL 2.25 PF 1.0 S7 11.0 5.6 10.9 18.5 6.5 120 FTG ET PE -1.0 7 13.2 0.0 10.9 0.0 0.097 TL 10.32 PV Pipe: 8 -19.5 1.080 PL 2.25 PF 1.1 S8 11.0 5.6 12.1 19.5 6.8 120 FTG ET PE -1.0 8 13.2 0.0 12.3 0.0 0.108 TL 10.32 PV Pipe: 9 -20.0 1.080 PL 9.00 PF 1.0 1 13.2 0.0 13.0 0.0 7.0 120 FTG ---- PE 0.0 2 13.2 0.0 14.0 0.0 0.113 TL 9.00 PV Pipe: 10 -40.8 1.080 PL 2.92 PF 3.7 2 13.2 0.0 14.0 0.0 14.3 120 FTG T PE 0.0 Ml 13.2 0.0 17.7 0.0 0.422 TL 8.68 PV Pipe: 11 -18.4 1.080 PL 14.00 PF 1.4 3 13.2 0.0 10.8 0.0 6.4 120 FTG ---- PE 0.0 4 13.2 0.0 12.2 0.0 0.097 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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: 12 -37.8 1.080 PL 9.17 PF 5.5 4 13.2 0.0 12.2 0.0 13.3 120 FTG T PE 0.0 M2 13.2 0.0 17.7 0.0 0.367 TL 14.93 PV Pipe: 13 -20.0 1.080 PL 9.00 PF 1.0 5 13.2 0.0 13.0 0.0 7.0 120 FTG ---- FE 0.0 6 13.2 0.0 14.0 0.0 0.113 TL 9.00 PV Pipe: 14 -40.8 1.080 PL 2.92 PF 3.7 6 13.2 0.0 14.0 0.0 14.3 120 FTG T PE 0.0 M3 13.2 0.0 17.7 0.0 0.422 TL 8.68 PV Pipe: 15 -18.5 1.080 FL 14.00 PF 1.4 7 13.2 0.0 10.9 0.0 6.5 120 FTG ---- PE 0.0 8 13.2 0.0 12.3 0.0 0.097 TL 14.00 PV Pipe: 16 -38.0 1.080 PL 9.17 PF 5.5 8 13.2 0.0 12.3 0.0 13.3 120 FTG T PE 0.0 M4 13.2 0.0 17.8 0.0 0.370 TL 14.93 PV Pipe: 17 -40.8 3.314 PL 2.42 PF 0.0 Ml 13.2 0.0 17.7 0.0 1.5 120 FTG ---- FE 0.0 M2 13.2 0.0 17.7 0.0 0.002 TL 2.42 PV Pipe: 18 -78.6 3.314 PL 5.58 PF 0.0 M2 13.2 0.0 17.7 0.0 2.9 120 FTG ---- PE 0.0 M3 13.2 0.0 17.7 0.0 0.006 TL 5.58 PV Pipe: 19 -119.4 3.314 FL 8.42 PF 0.1 M3 13.2 0.0 17.7 0.0 4.4 120 FTG ---- PE 0.0 M4 13.2 0.0 17.8 0.0 0.013 TL 8.42 PV Pipe: 20 -157.4 3.314 PL 36.58 PF 1.0 M4 13.2 0.0 17.8 0.0 5.9 120 FTG E PE 0.0 MS 13.2 0.0 18.8 0.0 0.022 TL 46.77 PV Pipe: 21 -157.4 3.314 PL 3.58 PF 0.3 MS 13.2 0.0 18.8 0.0 5.9 120 FTG B PE 0.0 M6 13.2 0.0 19.1 0.0 0.022 TL 13.77 PV Pipe: 22 -157.4 3.314 FL 17.25 PF 0.6 M6 13.2 0.0 19.1 0.0 5.9 120 FTG B PE -7.5 M7 30.5 0.0 12.2 0.0 0.022 TL 27.44 PV Pipe: 22A -157.4 3.314 FL 51.42 PF 1.8 M7 30.5 0.0 12.2 0.0 5.9 120 FTG ET PE 0.0 T 30.5 0.0 14.1 0.0 0.022 TL 83.45 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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: 23 -9.3 2.067 PL 80.40 PF 0.1 M10 30.5 0.0 14.1 0.0 0.9 120 FTG 2T PE 0.0 Nil 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 24 -9.3 2.067 PL 80.40 PF 0.1 M12 30.5 0.0 14.1 0.0 0.9 120 FTG 2T PE 0.0 M13 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 25 -9.4 2.067 PL 80.40 PF 0.1 M14 30.5 0.0 14.1 0.0 0.9 120 FTG 2T PE 0.0 M15 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 26 -9.5 2.067 PL 80.40 PF 0.1 M16 30.5 0.0 14.1 0.0 0.9 120 FTG 2T PE 0.0 M17 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 27 -9.7 2.067 PL 80.40 PF 0.1 M18 30.5 0.0 14.1 0.0 0.9 120 FTG 2T PE 0.0 M19 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 28 -10.1 2.067 PL 80.40 PF 0.1 M20 30.5 0.0 14.1 0.0 1.0 120 FTG 2T PE 0.0 M21 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 29 -9.5 2.067 PL 80.40 PF 0.1 M22 30.5 0.0 14.1 0.0 0.9 120 FTG 2T PE 0.0 M23 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 30 -8.6 2.067 PL 80.40 PF 0.1 M24 30.5 0.0 14.1 0.0 0.8 120 FTG 2T PE 0.0 N25 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 31 -7.7 2.067 PL 80.40 PF 0.1 M26 30.5 0.0 14.1 0.0 0.7 120 FTG 2T PE 0.0 M27 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 32 -7.1 2.067 PL 80.40 PF 0.1 N28 30.5 0.0 14.1 0.0 0.7 120 FTG 2T PE 0.0 M29 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 33 -6.5 2.067 PL 80.40 PF 0.1 M30 30.5 0.0 14.2 0.0 0.6 120 FTG 2T PE 0.0 M31 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV Pipe: 34 -6.1 2.067 PL 80.40 PF 0.1 M32 30.5 0.0 14.2 0.0 0.6 120 FTG 2T PE 0.0 M33 30.5 0.0 14.2 0.0 0.001 TL 100.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM. SDF JOB TITLE: 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: 35 -5.8 2.067 PL 80.40 PF 0.0 M34 30.5 0.0 14.2 0.0 0.5 120 FTG 2T PE 0.0 M35 30.5 0.0 14.2 0.0 0.000 TL 100.40 PV Pipe: 36 -5.6 2.067 PL 80.40 PF 0.0 M36 30.5 0.0 14.2 0.0 0.5 120 FTG 2T PE 0.0 M37 30.5 0.0 14.2 0.0 0.000 TL 100.40 PV Pipe: 37 -5.5 2.067 PL 80.40 PF 0.0 M38 30.5 0.0 14.2 0.0 0.5 120 FTG 2T PE 0.0 M39 30.5 0.0 14.2 0.0 0.000 TL 100.40 PV Pipe: 38 -5.6 2.067 PL 80.40 PF 0.0 M40 30.5 0.0 14.2 0.0 0.5 120 FTG 2T PE 0.0 M41 30.5 0.0 14.2 0.0 0.000 TL 100.40 PV Pipe: 39 -5.7 2.067 PL 80.40 PF 0.0 M42 30.5 0.0 14.2 0.0 0.5 120 FTG 2T PE 0.0 M43 30.5 0.0 14.2 0.0 0.000 TL 100.40 PV Pipe: 40 -6.0 2.067 PL 80.40 PF 0.1 M44 30.5 0.0 14.2 0.0 0.6 120 FTG 2T PE 0.0 M45 30.5 0.0 14.3 0.0 0.001 TL 100.40 PV Pipe: 41 -6.4 2.067 PL 80.40 PF 0.1 M46 30.5 0.0 14.2 0.0 0.6 120 FTG 2T PE 0.0 M47 30.5 0.0 14.3 0.0 0.001 TL 100.40 PV Pipe: 42 -6.8 2.067 PL 80.40 PF 0.1 M48 30.5 0.0 14.2 0.0 0.6 120 FTG 2T PE 0.0 M49 30.5 0.0 14.3 0.0 0.001 TL 100.40 PV Pipe: 43 -7.2 2.067 PL 80.40 PF 0.1 M50 30.5 0.0 14.2 0.0 0.7 120 FTG 2T PE 0.0 M51 30.5 0.0 14.3 0.0 0.001 TL 100.40 PV Pipe: 44 9.3 4.260 PL 10.00 PF 0.0 M10 30.5 0.0 14.1 0.0 0.2 120 FTG ---- PE 0.0 M12 30.5 0.0 14.1 0.0 0.000 TL 10.00 PV Pipe: 45 18.7 4.260 PL 10.00 PF 0.0 M12 30.5 0.0 14.1 0.0 0.4 120 FTG ---- PE 0.0 M14 30.5 0.0 14.1 0.0 0.000 TL 10.00 PV Pipe: 46 28.0 4.260 PL 10.00 PF 0.0 M14 30.5 0.0 14.1 0.0 0.6 120 FTG ---- PE 0.0 M16 30.5 0.0 14.1 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM. SDF JOB TITLE: 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 37.6 4.260 FL 10.00 PF 0.0 M16 30.5 0.0 14.1 0.0 0.8 120 FTG ---- PE 0.0 N18 30.5 0.0 14.1 0.0 0.000 TL 10.00 PV Pipe: 48 47.3 4.260 PL 13.00 PF 0.0 M18 30.5 0.0 14.1 0.0 1.1 120 FTG ---- PE 0.0 M20 30.5 0.0 14.1 0.0 0.001 TL 13.00 PV Pipe: 49 57.5 4.260 PL 1.00 PF 0.0 M20 30.5 0.0 14.1 0.0 1.3 120 FTG ---- PE 0.0 T 30.5 0.0 14.1 0.0 0.001 TL 1.00 PV Pipe: 50 -99.9 4.260 FL 6.58 PF 0.0 T 30.5 0.0 14.1 0.0 2.2 120 FTG ---- PE 0.0 M22 30.5 0.0 14.1 0.0 0.003 TL 6.58 PV Pipe: 51 -90.4 4.260 FL 10.00 PF 0.0 M22 30.5 0.0 14.1 0.0 2.0 120 FTG ---- PE 0.0 M24 30.5 0.0 14.1 0.0 0.002 TL 10.00 FV Pipe: 52 -81.9 4.260 FL 10.00 PF 0.0 M24 30.5 0.0 14.1 0.0 1.8 120 FTG ---- FE 0.0 M26 30.5 0.0 14.1 0.0 0.002 TL 10.00 PV Pipe: 53 -74.1 4.260 PL 10.00 PF 0.0 M26 30.5 0.0 14.1 0.0 1.7 120 FTG ---- PE 0.0 M28 30.5 0.0 14.1 0.0 0.002 TL 10.00 PV Pipe: 54 -67.1 4.260 FL 10.00 PF 0.0 N28 30.5 0.0 14.1 0.0 1.5 120 FTG ---- PE 0.0 M30 30.5 0.0 14.2 0.0 0.001 TL 10.00 FV Pipe: 55 -60.6 4.260 FL 10.00 PF 0.0 M30 30.5 0.0 14.2 0.0 1.4 120 FTG ---- PE 0.0 M32 30.5 0.0 14.2 0.0 0.001 TL 10.00 FV Pipe: 56 -54.5 4.260 FL 10.00 PF 0.0 M32 30.5 0.0 14.2 0.0 1.2 120 FTG ---- FE 0.0 M34 30.5 0.0 14.2 0.0 0.001 TL 10.00 FV Pipe: 57 -48.8 4.260 FL 10.00 PF 0.0 M34 30.5 0.0 14.2 0.0 1.1 120 FTG ---- FE 0.0 M36 30.5 0.0 14.2 0.0 0.001 TL 10.00 PV Pipe: 58 -43.2 4.260 FL 10.00 PF 0.0 M36 30.5 0.0 14.2 0.0 1.0 120 FTG ---- FE 0.0 M38 30.5 0.0 14.2 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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: 59 -37.7 4.260 PL 10.00 PF 0.0 M38 30.5 0.0 14.2 0.0 0.8 120 FTG ---- PE 0.0 M40 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 60 -32.1 4.260 PL 10.00 PF 0.0 M40 30.5 0.0 14.2 0.0 0.7 120 FTG ---- PE 0.0 M42 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 61 -26.3 4.260 PL 10.00 PF 0.0 N42 30.5 0.0 14.2 0.0 0.6 120 FTG ---- PE 0.0 M44 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 62 -20.3 4.260 PL 10.00 PF 0.0 M44 30.5 0.0 14.2 0.0 0.5 120 FTG ---- PE 0.0 M46 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 63 -14.0 4.260 PL 10.00 PF 0.0 M46 30.5 0.0 14.2 0.0 0.3 120 FTG ---- PE 0.0 M48 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 64 -7.2 4.260 PL 10.00 PF 0.0 M48 30.5 0.0 14.2 0.0 0.2 120 FTG ---- PE 0.0 M50 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 65 -9.3 6.357 PL 10.00 PF 0.0 Nil 30.5 0.0 14.2 0.0 0.1 120 FTG ---- PE 0.0 M13 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 66 -18.7 6.357 PL 10.00 PF 0.0 M13 30.5 0.0 14.2 0.0 0.2 120 FTG ---- PE 0.0 M15 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 67 -28.0 6.357 PL 10.00 PF 0.0 MiS 30.5 0.0 14.2 0.0 0.3 120 FTG ---- PE 0.0 M17 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 68 -37.6 6.357 PL 10.00 PF 0.0 M17 30.5 0.0 14.2 0.0 0.4 120 FTG ---- PE 0.0 M19 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 69 -47.3 6.357 PL 10.00 PF 0.0 M19 30.5 0.0 14.2 0.0 0.5 120 FTG ---- PE 0.0 N21 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 70 -57.5 6.357 PL 10.00 PF 0.0 M21 30.5 0.0 14.2 0.0 0.6 120 FTG ---- PE 0.0 M23 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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: 71 -67.0 6.357 PL 10.00 PF 0.0 M23 30.5 0.0 14.2 0.0 0.7 120 FTG ---- PE 0.0 M25 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 72 -75.5 6.357 PL 10.00 PF 0.0 M25 30.5 0.0 14.2 0.0 0.8 120 FTG ---- PE 0.0 M27 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 73 -83.3 6.357 PL 10.00 PF 0.0 M27 30.5 0.0 14.2 0.0 0.8 120 FTG ---- PE 0.0 M29 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 74 -90.3 6.357 PL 10.00 PF 0.0 M29 30.5 0.0 14.2 0.0 0.9 120 FTG ---- PE 0.0 M31 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 75 -96.8 6.357 PL 10.00 PF 0.0 M31 30.5 0.0 14.2 0.0 1.0 120 FTG ---- PE 0.0 M33 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 76 -102.9 6.357 PL 10.00 PF 0.0 M33 30.5 0.0 14.2 0.0 1.0 120 FTG ---- PE 0.0 M35 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 77 -108.6 6.357 PL 10.00 PF 0.0 M35 30.5 0.0 14.2 0.0 1.1 120 FTG ---- PE 0.0 M37 30.5 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 78 -114.2 6.357 PL 10.00 PF 0.0 M37 30.5 0.0 14.2 0.0 1.2 120 FTG ---- PE 0.0 M39 30.5 0.0 14.2 0.0 0.001 TL 10.00 PV Pipe: 79 -119.7 6.357 PL 10.00 PF 0.0 M39 30.5 0.0 14.2 0.0 1.2 120 FTG ---- PE 0.0 M41 30.5 0.0 14.2 0.0 0.001 TL 10.00 PV Pipe: 80 -125.3 6.357 PL 10.00 PF 0.0 M41 30.5 0.0 14.2 0.0 1.3 120 FTG ---- PE 0.0 M43 30.5 0.0 14.2 0.0 0.001 TL 10.00 PV Pipe: 81 -131.0 6.357 PL 10.00 PF 0.0 M43 30.5 0.0 14.2 0.0 1.3 120 FTG ---- PE 0.0 M45 30.5 0.0 14.3 0.0 0.001 TL 10.00 PV Pipe: 82 -137.1 6.357 PL 10.00 PF 0.0 M45 30.5 0.0 14.3 0.0 1.4 120 FTG ---- PE 0.0 M47 30.5 0.0 14.3 0.0 0.001 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: 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: 83 -143.4 6.357 FL 10.00 PF 0.0 M47 30.5 0.0 14.3 0.0 1.4 120 FTG ---- PE 0.0 M49 30.5 0.0 14.3 0.0 0.001 TL 10.00 PV Pipe: 84 -150.2 6.357 PL 10.00 PF 0.0 M49 30.5 0.0 14.3 0.0 1.5 120 FTG ---- PE 0.0 M51 30.5 0.0 14.3 0.0 0.001 TL 10.00 PV Pipe: 85 -157.4 6.357 PL 80.00 PF 0.1 M51 30.5 0.0 14.3 0.0 1.6 120 FTG 2E PE 0.0 TOR 30.5 0.0 14.4 0.0 0.001 TL 115.21 PV Pipe: 86 -157.4 6.357 PL 27.50 PF 0.0 TOR 30.5 0.0 14.4 0.0 1.6 120 FTG E PE 11.9 BOR 3.0 0.0 26.3 0.0 0.001 TL 45.10 PV Pipe: 87 -157.4 8.249 FL 7.00 PF 0.0 BOR 3.0 0.0 26.3 0.0 0.9 120 FTG E PE 1.1 UG1 0.5 0.0 27.4 0.0 0.000 TL 28.14 PV Pipe: 88 -157.4 8.510 PL 9.00 PF 0.0 UG1 0.5 0.0 27.4 0.0 0.9 140 FTG E PE 1.5 UG2 -3.0 0.0 29.0 0.0 0.000 TL 41.72 PV Pipe: 89 -157.4 7.987 PL 130.00 PF 0.0 UG2 -3.0 0.0 29.0 0.0 1.0 150 FTG E FE 0.0 UG3 -3.0 0.0 29.0 0.0 0.000 TL 157.30 PV Pipe: 90 -157.4 8.510 PL 6.00 PF 0.0 UG3 -3.0 0.0 29.0 0.0 0.9 140 FTG E FE -2.6 BF1 3.0 0.0 26.4 0.0 0.000 TL 38.72 PV Pipe: 91 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 38.4 0.0 12.0 psi, 157.4 gpm BF1 3.0 0.0 26.4 0.0 Pipe: 92 -157.4 8.510 PL 6.00 PF 0.0 BF2 3.0 0.0 38.4 0.0 0.9 140 FTG ET FE 2.6 UG4 -3.0 0.0 41.0 0.0 0.000 TL 102.35 PV Pipe: 93 -157.4 7.987 PL 136.00 PF 0.0 UG4 -3.0 0.0 41.0 0.0 1.0 150 FTG TG FE 0.0 SRC -3.0 SRCE 41.0 (N/A) 0.000 TL 195.15 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM. SDF JOB TITLE: Classroom NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.075 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.3 ft/sec at pipe 14. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 7.987 18.07 35.13 13.05 45.16 12.04 4.01 31.11 31.11 35.13 8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 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 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 9/29/2008RESENT\C-2492 INVITROGEN CP-14B\CALCULATIONS\CLASSROOM.SDF JOB TITLE: Classroom 0 0 0 c"1 0 0 w 0 0 0 '—I 0 0 0 - 0 0 0 0 N CD 0 0 C C 0 ('1 U) 0 U) LU C'J NU)U)cW Qn•H-- city of Carlsbad 511 Woter Opeatlofla David Newland Water Systems Operator II (760) 438-2722 NEXTEL (760) 802-4683 5950 El Camino Real FAX (760) 431-1601 Carlsbad, California 92008 dnewI©oLcarIsbadcauS www.c[.carJsbsd.ca.us Hydrant Flow Request Form Static: /30 PSI Residual: Psi Pitot: 5'0 PSI Flow: 1/5 GPM Date: 'I (' /7 • Time: Tested by: Company Requesting Hydrant Flow ir FR O1Cfl00 1fl2 17-c crr ?OvJc'f) -A O1 Telephone Number (5_PI3 vft Fax Number 13 (322. Location of Hydrants (Address or Other) 6791 V?J 4u WA-)' F10At>ArY A')E Cross Street Thomas Brothers Map Page & Grid 1Z7 C Draw an accurate map and specify hydrant to flow (F) and hydrant to gauge I I Western Fire Protection Inc. I I I Invitrogen CP-14B I Fitness Center I Western Job # C - 2492 I I Materials Submittal I Automatic Wet Pipe Sprinkler System I Specification Section 15530 I I Provide Stamps For Approval In Space Below I I I I I I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 Western Fire Protection, Inc. TABLE OF CONTENTS I. SPRINKLERS GLOBE QR. RECESSED PENDENT GL5601 GLOBE HORIZONTAL SIDEWALL GL5670 II. PIPE & FITTINGS DYNA-FLOW SCHEDULE 7 DYNA-THREAD SCH-30 \TICTAULIC FIRELOCK FITTINGS III. HANGER AND EARTHQUAKE BRACING ATTACHMENTS TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 25 SURGE RESTRAINER TOLCO FIG. 65 & 66 REVERSIBLE C-TYPE BEAM CLAMPS TOLCO FIG. 69 BEAM CLAMP RETAINING STRAP I E. TOLCO FIG. 99 & 100 ALL THREAD ROD TOLCO FIG. 200 "TRIMUNE" ADJUSTABLE BAND HANGER TOLCO FIG. 800 ADJUSTABLE SWAY BRACE ATTACHMENT TO STEEL I H. TOLCO FIG. 980 UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT VICTAULIC STYLES 920 AND 920N MECHANICAL -T WATTS SERIES 709DCDA (FOR REFERENCE ONLY) I Ii I I I ill I I 12232 Thatcher Court • Poway, CA 92064 e Phone: (858) 513-4949 • Fax: (858) 513-1322 Q LuCK RESPOASE I (; LOBJ: A UTOMA TIC SPRINKLERS FIRE SPRINKLER GL SERIES I CORPORATION UPRIGHTPENDENT I VERTICAL SIDEWALL HORIZONTAL SIDE WALL I DESCRIPTIONAND OPERATION CONVENTIONAL (OLD STYLE) The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick I Response Sprinkler provides an aesthetically pleasing appearance, it Ar can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of I greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design require- ments. Quick Response Sprinklers should be used advisedly and under I the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating QUICK RESPONSE assembly is a hermetically sealed frangible glass ampule that contains UPRIGHT CONVENTIONAL I a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds I the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. . The sprinkler and escutcheon are not factory assembled. As- ,. I sembly is done in the field. TECHNICAL DATA QUICK RESPONSE See reverse sideforApprovals and Specifications. PENDENT VERTICAL Temperature Ratings- 135'F (57°C), 155°F (68°C), 175°F (79°C), SIDEWALL 200-F (93-C), 286°F(141 °C). I e WaterWorking Pressure Rating -175 psi (12 Bars). Kl V72 Factory tested hydrostatically to 500 psi (34 Bars). I Maximum lowtemperature glass bulb rating iS-67°F(-55°C). ,l Frame - bronze Deflector - brass o Screw - brass Bulb seat - copper a Spring - nickel alloy o Seal - teflon QUICK RESPONSE I • Bulb -glasswith alcohol based solution, 3mm size. HORIZONTAL SIDEWALL cPRIPVKJFR TEMPERATURE RATING/CLASSIFICATION and COLOR CODING BULB N.F.P.A. MAXIMUM AVAILABLE SPRINKLER E CLASSIFICATION TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 1i15°F /C!S8°C ORANGE/RED INTERMEDIATE 175 "?F 79CI93°C . YELLOW/GREEN • ,,15O0E ,. -. HIGH 286°F BLUE .225°F 1(7 fl 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX989-846-9231 DECEMBER 2006 A-20 BULLETIN GI-5615, REV. #6 QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT& PENDENT e VERTICAL SIDE WALL HORIZONTAL SIDEWALL el CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES 2.8 (39 metric) 1/2' NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Satin Chrome 2 Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 8.1 (116 metric) 3/4" NPT 2 7/16" (62 cm) Lead Coated 2 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 29/16".. 2 FINISHES AVAILABLE ON SPECIAL ORDER. I AVAILABLE AS cULus LISTED CORROSION A PPRO i/A ic RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN K 135°F 155°F 175°F 200°F 286°F cULus F. M. LPC CE NYC - DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA101-92-E GL2815 2.8 X X X X X X - - X GL4215 4.2 X X X X X X - - - X UPRIGHT GL5615 5.6 X X X X X X X X X X GL8115 7.8° X X X X X X X - - X GL8118 8.1 X X X X X X X X X X GL2801 2.8 X X X X X X - - - X GL4201 4.2 X X X X X X - - - X PENDENT GL5601 5.6 X X X X X X X X X X GL8101 7.8* X X X X X X X - - X GL8106 8.1 X X X X X X X X X X VERTICAL GL5632 5.6 X X X X X X X - - SIDEWALL GL8133 8.1 X X X X X X - - - - GL2826 2.8 X X X X X X - - - X HORIZONTAL GL4226 4.2 X X X X X X - - - X SIDEWALL 5 GL5626 5.6 X X X X X X X - - X GL8127 8.1 X X X X X X - - - - CONVENTIONAL GL5624 5.6 X X X X X - - X X - (OLD STYLE) GL8125 8.1 X X X X X - - X X - § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12" BELOW THE CEILING, FM APPROVED 4' TO 6". t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. ORDEPJNGIIVFORMA TION "112" NPT. SPECIFY "Quantity * Model Number • Style "Orifice Thread Sizes . Temperature Finishes desired "Quantity - Wrenches - PIN 325390 (1/2"); P/N 312366 (L.O.) 0a-N L 0 B E FIRE SPRINKLER CORPORATION DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615, REV. #6 Giomg, PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in mate- rial or Workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkIer.com Z;2, LM 10~ LOBE' FIRE SPRINKLER CORPORATION A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDE WALL CONVENTIONAL (OLD STYLE) DESCR!PTJONAND OPERATION The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermo- 'y sensitive element. While the sprinkler provides an aestheti- cally pleasing appearance it can be installed wherever stan- .. dard spray sprinklers are specified This sprinkler series is . available in various styles orifices temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating UPRIGHT CONVENTIONAL assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal ' pressure within the ampule exceeds the strength of the glass ; causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the 'j U deflector style used. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. PENDENT VERTICAL TECHNICAL DATA SIDEWALL See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C). 500°F (260°C) Available Upon Request Without Approvals 4-71 Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C). Frame - bronze v Deflector - brass • Screw - brass HORIZONTAL SIDEWALL Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with glycerin solution, 5mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE N.F.P.A. MAXIMUM CEILING CLASSIFICATION BULB COLOR SPRINKLER TEMPERATURES TEMPERATURE ORDINARY F 55°F 57CJ68°C ORANGE/RED 1 F 38 " INTERMEDIATE 1 5. ?rfl°F 79°ç/93 C° YELLOW/GREEN 1 F F°C HIGH 286 F 1'41 C- BLUE F EXTRA HIGH F 182°C MAUVE F 1 ULTRAHIGH 500 F BLACK :475 F °24 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX989-846-9231 DECEMBER 2006 A-65 BULLETIN GL5661, REV #3 A UTOMA TIC SPRINKLERS GL SERIES SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2° NPT 2 1/4' (5.7 cm) Factory Bronze Satin Chrome 2 4.2 (59 metric) 1/2' NPT 2 1/4' (5.7 cm) Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester Black Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Wax Coated 3,1 Lead Coated 2.4 8.1 (116 metric) 3/4" NPT 27/16" (6.2 cm) Wax over Lead ' RU IL: ML RI(. UUNVERIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16'. 2 FINISHES AVAILABLE ON SPECIAL ORDER. WAX COATING UL LISTED UP TO 200°F ONLY. UL AND C-UL LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. APPROVALS STYLE SIN ORIFICE 135°F 155°F 175°F 200°F 286°F 360°F ° 500°F NYC - DOB MODEL SIZE 57°C 68°C 79°C 93°C 141°C 182°C °260°C UL C US FM LPC c E MEA101-92-E GL2861 2.8 X X X X X X X X - - - x GL4261 4.2 X X X X X X X X -- - -- X UPRIGHT GL5661 5.6 X X x X X X X X X X X X GL8161 7.8° X X X X X X X X X - - x GL8164 8.1 X I X X X I X X I X X X X X X GL2851 2.8 X X X X X X X X - - - X GL4251 4.2 X X X X X X X X -- - x PENDENT GL5651 5.6 X X X X X X X X X X X X GL8151 7.8° X X X X X X X X X - - X GL8156 8.1 X X X X X X x x x X X X VERTICAL GL5675 5.6 X X X X X X X X X - -- - SIDEWALL GL8176 8.1 X X X X X X X X - - - - GL2870 2.8 X X X X X X X X - - - x HORIZONTAL GL4270 4.2 X X X X X X X X -- - - x SIDEWALL § G5670 5.6 X X X X X X X X X - - x GL8171 8.1 X X X X X X X X -- - - - CONVENTIONAL GL5668 5.6 X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 X X X X X X X -- - x x - 500°F AVAILABLE UPON REQUEST WITH NO APPROVALS HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4 TO 12° BELOW THE CEILING, FM APPROVED 4" TO 6". t VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL UL LISTED FOR 6 MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL LISTED FOR 9' MIN. SPACING. 1/2" NPT. ORDERING INFORMATION SPECIFY *Quantity Model Number • Style *Orifice Thread Sizes . Temperature 'Finishes desired ° Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) LOBE aA FIRE SPRINKLER CORPORATION GLOBE® PROD UCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GI-5661, REV. #3 fl / 4' I t, j ,---,- Dyna-Flow/Super Flo pipe is manufactured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, FM Approved and ULC Listed. EZ Listed Approved Listed Dyna-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. DynaiiiiiiFlowe High Strength Steel Pipe The original high-strength Iightwa!l sprinkler pipe with hydraulics superior to Schedule40. Dyna-Flow pipe is the "original" high-strength lightwall sprinkler pipe. Dyria-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule- 10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. 5 allied TUBE & CONDUIT DUCOLDTS,MLTTOTL,L LTD COD Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift NPS 1. D. H20 Filled Lift 21' 24' 25' X 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X 1/4" 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X 1/2" 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 x 2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x 2½" 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 x3" 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 x 4" 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S2-4 Submittal Data Sheet I Dyna-Flow® High Strength Steel Pipe I Dyna-Flow pipe is the "original" high-strength lightwall sprinkler pipe. Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule- 10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. I Additional Benefits Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. I Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. Superior Hydraulics With an inside diameter of up to 11% larger than Schedule 40 and up to 7% larger than Schedule 10, Dyna-Flaw pipe hydraulics are exceptional. Larger I.D.s enable I Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Coatings & Fabrication Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. Specifications & Approvals Dyna-Flow/Super 40 pipe is manufactured to meet ASTM A 795 Type E, Grade A and are in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow are UL Listed, FM Approved and ULC Listed. Dyna-Flow/Super Flo is UL IIJLC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, pre-action and deluge systems. It is FM Approved for roll grooved, plain-ended, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FM for thy systems uses. Stamp Here Product Nominal Wt/Ft Wt/Ft PCs/ WVLi1t WVLjft Wt/Lift NF'S I.D. H20 Filled Lift 21' 24' 25' 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X 1i4" 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X 11/2" 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x21/2 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 4.310 4.473 10.86 19 1784 2039 2124 90 109.5 6.7 16.16 19 809 925 963 American Thbe and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwail and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Flo are the same product as are Dyna Thread and Super 40. XL is manufactured with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. (k 0) 9 Listed Approved Listed I Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations. Comments: S2-5 - H17.4 1 D 11111111~hreado Xyna -t Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch-40 with superior hydraulics and greater value. I Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety I and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. I Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. pi Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. More wall thickness at the thread (CRR=l .00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. With its increased strength and lighter weight, Dyn a-Thread reduces installation fatigue (j) and is ideal for retro-fit applications. Listed Approved Listed Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA- 13. All sizes of Super 40/ Dyna-Thread are rated at 300 psi Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift working pressure. NPS I.D. H20 Filled Lift 21' 24' 25' Super 40/Dyna-Thread is UL and ULC X 1" 1.080 1.330 1.75 70 1955 2234 2327 Listed for wet, dry deluge and pre-action * 25 27.4 2.0 2.60 70 887 1013 1056 sprinkler systems and FM Approved for 1h/4 1.408 1.870 2.54 51 2002 2288 2384 use in wet systems. Super 40/Dyna- * 32 35.8 2.8 3.78 51 908 1038 1081 Thread can be "hot-dip" galvanized to X 11/2" 1.639 2.290 3.22 44 2115 2418 2519 meet FM requirement for dry systems. *40 41.6 3.4 4.79 44 959 1097 1143 Super 40/Dyna-Thread is approved for 2" 2.104 3.050 4.57 30 1921 2196 2287 all threaded couplings and welded outlets *50 53.4 4.5 6.80 30 871 996 1037 and is suitable for all roll-grooved, and plain-end fittings. (See listing information). $ allied TUBE &CONDUIT 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S3-4 Submittal Data Sheet I Dyna-Thread® Full Line Sch-40 Replacement Stamp Here Dyoa-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Dyna-Threads inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved ilL. ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per ilL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. I Comparison to L.W.T. Pipe More wall thickness at the thread (CR.R=1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. I Dyna-Thread is safer to weld on than many zinc-coated lightwall threadable pipe products. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they I have different names are the same in all respects stith regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Flo are the same product as are Dyna Thread and Super 40. XL is manufactured with Exterior galvanized coaling. BLT is manufactured with Black lacquer coating. Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: S3-5 Specifications & Approvals Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna-Thread are rated at 300 psi working pressure. Super 40/ Dyna-Thread is UL and ULC Listed for wet, thy and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). I t 99 9 Listed Approved Listed Product Nominal Wt/Ft Wt/Ft PCs/ WVIJft Wt/Lift Wt/Lift NPS I.D. HaO Filled Utt 21' 24' 25' 1" 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 X 1h/4 ' 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 X 1½" 1.639 2.290 3.22 44 2115 2418 2519 *40 41.6 3.4 4.79 44 959 1097 1143 x 2" 2.104 3.050 4.57 30 1921 2196 2287 *50 53.4 4.5 6.80 30 871 996 1037 IPS CARBONSTEELJ'' FIRE PROTEcTIONPOD: \Jti1uIiC® I An G 9001 certified company FireLock TM Fittings PRODUCT DESCRIPTION - FireLockTM products corn- FireLock fittings are I - prise a unique system spe- designed for use exclu- cificafly designed for fire sively with Style 005 Fire- A.,protection services. Fire- Lock couplings. Use of - .- Lock fittings are a CAD- other couplings or flange developed, hydrodynamic adapters may result in bolt design that has a shorter pad interference. I center-to-end dimension Victauhc FireLock fittings than standard fittings. A Patented noticeable bulge allows the pressure ratings conform to I U water to make a smoother the ratings of Victaulic Fire- Lock Style 006 couplings. FM turn to maintain similar - flow characteristics as standard full flow fittings. I I DIMENSIONS No. 001 No. 003 No. 002 No. 006 90 Elbow 45 Elbow Straight Tee Cap_________ j.CtoE1 SIZE Aprx, Aprx, Aprx, Thickness Apr31. - -<' Cto" Nominal C to E Weight C to E Weight C to E Weight "T" Weight ; I < Inches Inches Each Inches Each Inches Each Inches Each ctrtt tom toot Lbs .1kg mm Lbs Jkg mm Lbs .1kg mm LbsJkg I No. 001 No. 003 1½ - - - - - - 0.82 0.4 ctoE1 2 2.75 1.7 2.00 1.8 215 2.4 0.88 0.6 T 21/2 300 31 225 22 300 36 088 10 76.1 mm 3.00 30 225 2-4 - = - No. 002 No. 006 3 38 .9 2.50 3. 3.38 5.3 0.88 1.2 I . - -° 4.00 8.7 1.00 2.4 5 4.88 16 325 8.3 4.88 15.7 tOO 4.1 5.50 18.3 3.50 11.7 5.0 22.7 1.00 5.9 8 6.81 25.5 4.25 20A 6.94 38.7 1.13 12.7 Victaulic® World Headquarters* P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 610/2508817 • www.victaulic.com 1539 Rea.B 7/00 Sr Registered Trademark of V,ctaahc Sr Copyright 1999 Vicfaahc - - Printed at U.S.A. FLOW DATA SIZE Nominal Inches Frictional Resistance __________________ Equivalent Feet lhrt of Straight Pipe 90 Elbow No. 001 455 Elbow No. 003 Straight Tee No. 002 Branch Run 2 3.5 1.8 8.5 3.5 21/2 4.3 2.2 10.8 4.3 76,1 mm 1.2 4.5 3 5.0 2.6 13.0 5.0 4 . 6.8 3.4 16.0 6.8 5 8.5 4.2 21.0 8.5 19.0 5.0 25.0 10:0 8 13.0 5.0 33.0 13.0 flOiWOUOOCUUpUiitiIu .Ji OssUlu UliJ UI Ot.,iICUUIC .0 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15, and ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel U Optional: Hot dipped galvanized This product Shalt be manufactured by Victaulic Company. All products Shell be installed in accordance with current Victaulic installationlassembly instructions Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations 10.03-2 I Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8' pipe. For sizes smaller than 4" use TOLCO® Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Installation Instructions - The Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fit- ting attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish component of State of California OSHPD Approved Us LISTED Seismic Restraints System I Fig. 4A - Longitudinal Brace TOLCO® brand bracing components are desgined to be compatible .Ni,i with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand brac- ing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall I NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Dimensions • Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load Wt./100 4 81h 9/16 3/8 31Yie 1/2 2015 221 5 9% 9/16 37/s 4/e 1/2 2015 253 6 11½ 5/8 5 51/8 1/2 2015 513 8 131/4 3/4 6Vis 61/8 1/2 2015 601 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951 737.8330 CUSTOMER SERVICE • 800.786 5266 www.tolco.com C®US LISTED Fig. 25 - Surge Restrainer Size Range - One size fits 3/4 thru 2 pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed pniy when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4' thru 2. Patent #5,344,108 ----- - / '- kt ! UN\ I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5598 • FAX 951 737 0339 CUSTOMER SERVICE • 800.786 5266 www.tolco.com Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 318 1/16 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 11/2 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 13/16 11/4 1 7/16 1 610 28 1/2 1½ 11/4 1 9/16 1114 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Size Range - (Fig. 65 and Fig. 66) 3/8, 1/2 and 5/8' rod Component of Stale of California OSHPO Approved ct0L1us LISTED Material - Carbon Steel with hardened cup point set screw and Seismic Restraints System jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- B torn flange of the beam. (Beveled lip allows hanging from top flange I where clearance is limited.) May be installed with set screw in up i D or down position. Offset design permits unlimited rod adjustment by 4-..... allowing the rod to be threaded completely through the clamp. Open E design permits inspection of thread engagement. C Approvals - Underwriters' Laboratories Listed in the USA (UL) and .. Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8' rod will support 1/2" thru 4' F pipe, 1/2' rod will support 1/2' thru 8' pipe. Included in our Seismic Restraints Catalog aøroved by the State of California Office of I Statewide Health Planning and Development (OSHPD). For additional A load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5509 • FAX: 951.737.0330 I I CUSTOMER SERVICE • 800 786 5266 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8 thru 7/8 rod by 4 thru 16" length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD. For additional load, soacing and placement information relat- ing to OSHPD oroiects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1. Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component of State of California OSHPD Approved c@US LISTED Seismic Restraints System OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • P1-I: 051.737,5599 • FAX: 951.737.0330 CUSTOMER SERVICE '800,706.5266 www.teico.com Component of State of California OSHPD Approved Seismic Restraints System Fig. 98 - Rod Stiffener Size Range - Secures 3/8 thru 7/8 hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD'). For additional load, spacing and placement information relating to OSHPD proiects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length I Size Range - Secures 3/8 thru 7/8 rod in 1 increments Material - Carbon Steel I Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and I HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish 1 Fig. 100- All Thread Rod Full Lengths Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 Size Range - Secures 3/8 thru 11/2 rod in I 10' lengths Material - Carbon Steel Maximum Temperature - 750°F I Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. I Order By - Figure number, rod diameter and finish Dimensions • Weights ' Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F Wt./100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • P1-I: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.786 5266 www.folco.com Fig. 200 - "Trimline" Adjustable Band Hanger Size Range - 1/2 thru 8' pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2 thru 2') Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21/2 thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2' thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved 13/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For. Stainless Steel materi- als, order TOLCOTM Fig. 200WON. Order By - Figure number and pipe size C®US LISTED Dimensions 'Weights Pipe Rod Size Max. Rec. Approx. I Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm orlomm 31/8 25A 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 I 3/8 8mm or 10mm 3/8 25/s 400 12 1114 3/8 8mm or 10mm 33/4 27/a 400 13 11/2 3/8 8mm or 10mm 3/8 2/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 I 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 57/8 4 600 29 31/2 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/6 5 1000 35 1 5 1/2 12mm 91/8 61/4 1250 66 - 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFEICEIMANUEACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I . I CUSTOMER SERVICE • 800.786.5266 www.toIco.com Fig. 800 - Adjustable Sway Brace Attachment to Steel c®USLISTED Size Range - 4" thru 18" beam width Material - Carbon Steel Function - Seismic brace attachment to steel. 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 and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions - The Fig. 800 is the structural attachment com- ponent of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO transi- tional attachment fittings, Fig. 909, 910 or 980. Transitional fitting attach- ment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. Component of State of California OSHPD Approved Seismic Restraints System SHOWN WITH FIG 980 BRACE FITTING TO PIPE BRACE (ACROSS BEAM) Dimensions • Weights Max. Design Loads/Lbs. (cULus) "Max. Design Loads/Lbs. (FM) Fits Beam Along Across Along Across Size Range (In.) Beam Beam Beam Beam 1 4-6 1265 2015 2800 2800 2 6-8 1265 2015 2800 2800 3 8-10 1265 2015 2800 2800 4 10-12 1265 2015 2800 2800 5 12-14 1265 2015 2800 2800 6 14-16 1265 2015 2800 2800 7 16-18 1265 2015 2800 2800 Dimensions • Weights Max. Design Loads/Lbs. (cULus) "Max. Design Loads/Lbs. (FM) Flange Thickness Along Across Along Across Type Max. (In.) Beam Beam Beam Beam 1 3/4 1265 2015 2800 2800 2 11/4 1265 2015 2800 2800 * Load shown is allowable with brace installed, between 30" - 90". No reduction of load based on brace angle is required. :HOWNWiiTH Fl- 980 BRACE FEETING TO PIPE BRACE (ALONG BEAM) TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCOa brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX 951 737.0330 CUSTOMER SERVICE 800.786.5266 www.foIco.com 19 Fig. 980 - Universal Swivel Sway Brace Attachment Size Range - One size fits bracing pipe 1 thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4 thick. Material - Carbon Steel I Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concen- tric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface I angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional I attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing I assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372 Lateral Brace Dimensions Weights Max. Design **Max. Design Approx. A B Load Lbs. Load Lbs. Wt./1 00 (cULus) (FM) 51/4 17/8 - 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4" fastener. consult factory. ** Load shown is allowable with brace installed, between 30° - 90°. No reduction of load based on brace angle is required. ToLco® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1,375 SAMPSON AVE. • CORONA. CA 92879 • PH: 9517375599 • FAX: 951737.0330 CUSTOMER SERVICE • 800.786.5266 Wraff www.tolco.com I& US LISTED 1 Component of State of Fig. 1000 - "Fast Clamp" Sway Brace Attachment California OSHPD Approved Seismic Restraints System I Size Range - Pipe size to be braced: 1 ' thru 6" Schedule 10 thru 40 lPS.* Pipe size used for bracing: 1" and 11/4 ' Schedule 40 'PS. I * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel I Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO ' Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of I bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled I and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the "braced pipe' attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1' pipe extension beyond the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Maximum Design Load 1" thru 4' pipe size - 2015 lbs. 6" size - 1265 lbs. FM Approved Design Loads* 1" -2½" -600 lbs. 3' - 4' - 700 lbs. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NlBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX 951,737.8330 111111211111111111 CUSTOMER SERVICE • 800.786 5266 www.tolco.com Style 920 Cross See chart on page 4 for pressure ratings. I \Jtau Iic® I An 0 9001 cerUtied company IPS CARBONSTEELN HOLECURdIJc. Styles 920 and 920N Mechanical-T® Bolted Branch Outlets RIPTION Victaulic Mechanical-T® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position perma- nently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size con- nections. NOTE: Style 920 and Style 920N housings cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Spec- ify choice on order. Units are supplied painted with plated bolts. Galvanized housings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 PSI (3450 kPa) working pressure on steel pipe. They may also be used on high density poly- ethylene or polybutylene accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) NOT RECOMMENDED FOR PETROLEUM SERVICES. 0 Grade "T" nitrile Nitrite (Orange color code). Temperature range -20°F to +180°F (-29°C to +820C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified tempera- ture range. Not recom- mended for hot water services over +150°F (+66°C) or for hot dry air over +140°F (+60°C). (HDPE) pipe. Pressure rat- ings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechani- cal-T Styles 920 and 920N must be installed so that the main and branch connec- tions are a true 90° angle when permanently attached to the pipeline surface. *Services listed are General Ser- vice Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas- ket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: (Styles 920 and 920N) Heat treated carbon steel zinc plated to ASTM B-633, track-head conforming to physi- cal properties of ASTM A-183 minimum tensile 110,000 PSI (758340 kPa). PRODUCT DESC Al . . Styles 920 and 920N MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-395, grade 65-45-15, and ASTM A- 536, grade 65-45-12, with orange enamel coating. Optional: Hot dipped galva- nized Gasket: (Specify choice') Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemi- cal services. UL Classified in Victaulic® World Headquarters • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kess(eisvil!e Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 610/250-8817 • www.victaulic.com 1480 Re,. t 11/00 0 Registered irademark of Victaulic 0 Copyright 1999 VcIau;ic Peeled in U.S.A. NOTE: Style 920 and Style 920N hous- ings cannot be mated to achieve cross connections. These new size Style 920N NEW products require a differ HOLE SIZE ent hole size than the Style 920 it replaces, for proper installation. Use Caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. DIMENSIONS Styles 920 & 920t4 Y 7-11 Styles 920 and 9201'4 w/Grooved Outlet V F T TW Styles 920 and 920N w/Female Threaded Outlet 11.02-2 11 o2-21) Dimensions - lnches/rritiiiite'u Aprx. SIZE Work. Hole Fern. - - Wgt. Each Run X Branch Press. Dia. Thd. Grv. Lbs/kg Fern. Nominal Inches Style PSI +0.13 V V No. .., -0.00 T** # W Y Z Thd. Grv. 2 X 920N 500 1.50 2.00 23 = 1.63 4.91 2.50 3.1 : X 1/4 (a) 920N 500 1.50 1.97 2.53 - 1.63 4.91 2.75 3.1 - X 1) 920N 500 1.50 1.81 2.53 - 1.63 4.91 2.75 3.0 X 1¼ (a) I' 920N 500 1.75 2.04 2.76 3.00 1.63 4.91 3.00 3.5 3.2 X 1½(a) t 920N 500 1.75 2.03 2.75 3.12 1.63 4.91 3.25 3.6 3.2 7:57 445 57 21/2 X ½(a) wt 920N 500 1.50 2.21 2.74 - 1.82 5.14 2.75 3.0 - :: " X 3/4 (a) 920N 2 500 1.50 2.18 2.74 - 1.82 5.14 2.75 3.0 - .s. X 1(a) 920N 500 1.50 2.06 2.74 7 5 - 1.82 5.14 2.75 2.9 - '5 .717 7-iSO 77 - s' 1'7: X 1114 t (a) 920N 500 175:. 2.29 3.00 3.25 1.82 5.14 3.00 3.5 3.2 -17.1 7455: 4455. 55 75 5i3 713 i3176 7 X 11/2 t (a) 500 2.00 2.27 3.00 3.25 1.82 5.14 3.25 3.6 3.3 920N "' :'i "'1 37 36 1 t.1 76,1 mm X ½ (a) 300 1.50 2.22 2.75 - 2.25 6.50 3.18 3.9 - 3(23 920 y3.sç 72 57 (6.5.112 X 3/4 (a) 92 0 300 1.50 2.19 2.75 - 2.25 6.50 3.18 3.9 - '5 20' 55 713 - 5.7 3115 15' 15 - X 1(a) 920 300 1.50 2.07 2.75 - 2.25 6.50 3.18 3.8 - '5 2( 413 -'5 53 75- - 57 11351 131 7 X 11/4 (a) t 920 500 2.00 2.69 3.50 3.50 2.25 6.28 3.63 4.4 - x42.2 2'8 ort 85 ui 57 162 92 X 11/2 (a) 920 500 2.00 2.69 3.50 - 2.25 6.38 3.63 4.4 4.4 '5 753 3451. 5518 (13 89 - 51.7 162 92 22 2') 3 X ½(a) 920N 500 1.50 2.53 3.06 - 2.29 5.75 2.75 3.4 - 345:3 -561 €34 7€ - 58 26 70 S'S - X 34(a) 920N 500 1.50 2.50 3.06 - 2.29 5.75 2.75 3.4 - 345(1 331 64 7€ - 51r3 116 70 1,6 X 1(a) 500 1.50 2.37 3.06 - 2.29 5.75 2.75 3.3 - 920N 343 .7131 51 7 - '8 146 70 1313 - X 1¼(a) t 920N 500 1.7S2 2.54 3.25 3.56 2.29 5.75 3.00 3.8 3.7 X 42,2l5) 1430 135 3.3 310 518 1451 713 13 18 X 11/2 (a) t 500 2.00 2.77 3.50 3.56 2.29 5.75 3.25 4.1 3.8 >3 48.303 920N 342(1 5(58 70 1331 90 18 146 1 3> 131 1.13 X 2 (a) 500 2.50 2.74 3.50 3.56 2.29 5.75 3.88 4.9 4.6 X 70.6 °2°N 3-t€.3 7Tj.5 7(1 139 2151 58 146 82 22 2,1 4 X ½(a) 920N 500 1.50 3.03 3.56 - 2.69 6.69 2.75 3.7 - 7 X 217 :14112 138 1713 711 1 X '/.(a) 92 N 0 500 1.50 3.00 3.56 - 2.69 6.69 2.75 3.7 - 3( 227 34 371 7i3 92 - 66 173 76 X 1(a) 920N 500 1 50 2.88 3.56 - 2.69 6.69 2.75 3.6 - 1451 ,-' 71: 46 1713 711 15 X 11/4 (a) ' 920N 500 1 75-: 3.07 3.78 4.00 2.69 6.69 3.00 4.0 3.6 .. 44,5 72 1313 1:32 315 713 7.3 '3 15 X 1½(a)t 920 N 500 2.00 3.28 4.00 4.00 2.69 6.69 3.25 4.2 3.9 '5 .171: 7317 '55 732 1(12 76 i 7;J 53 X 2(a) t 920N 500 2.50 3.24 4.00 4.00 2.69 6.69 3.88 5.0 4.6 73 ?45r:335 32 152 02 73 1771 97 13 21 X 21/2 (a) I' 920 500 2.75 3.06 4.00 4.00 2.69 7.25 4.63 5.8 5.0 37 77 373' 1(55 48 ill-i 115' 2,., 57 X 76,1 mm 920 500 2.75 - - 4.00 2.69 7.25 4.63 - 6.4 ,57: 14(1 . 712 38 B 73' 29 X 3(a) t 920 500 3.50 3.50 4.50 4.13 2.69 7.25 5.25 8.4 6.4 7 561 ':: 57.9 551 11-1 17.5 713 174 13(1 231 108,0 MM X 1¼(a) 920N 500 1.75 3.06 3.78 - 2.63 7.25 3.13 5.0 - '5 22 575(1 7.45 74 341 . 77 134 X 1½(a) 920N 500 2.00 3.28 4.00 - 2.63 7.25 7-7771 7713 53 :3:7 -- 37 18 53 X 2(a) 500 'srI 2.50 5 5 54 X 3.24 4.00 12 4.00920N - 920 2.63 4 7.25 2½(a) 500 2.75 3;06 4.00 - 3 5 3.381 5.6- 4.41 9200 3.50 - - 4.00 a63 7.25 5.00 able continued on page 3. See notes on page 3. NOTE: Style 920 and Style 920N hous- ings cannot be mated to achieve cross connections. 71 These new size Style 920N NEW4. products require a differ- HOLE SIZE ant hole size than the Style 920 it replaces, for proper installation. Use Caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. NOTES "Center of run to engaged pipe end, female threaded outlet only (Dimen- sions approximate). t Available with grooved or female threaded outlet. Specify choice on order. Center of run to end of fitting. It Female threaded outlets are avail- able to NPT and BSPT specifica- tions. British Standard female pipe threaded outlet is available as listed. Specify BSPT" clearly on order. For 76.1 mm threaded outlet, specify 21h BSPT clearly on order. F I -Y Z V F 0_~ IN Styles 920 and 920N wlFemale Threaded Outlet 11.02-20 Max Dimensions - Inchesk irinics - AT. Work. Hole Fern. - Wgt. Each Press. Dia. Thd. Grv. LbS./sg Fern. PSI +0,13 V V -0.00 T ** W Y Z Thd. Grv. 500 2.00 4.06 4.75 4.75 3.25 8.38 3.75 7.4 7.6 500 2.50 4.06 4.75 4.75 3.25 8;38 4.38 8.2 8.0 500 2.75 3.81 4.75 4.75 3.25 8.38 4.63 8.3 7.9 500 2.75 3.81 4.75 - 3.25 8.38 5.38 - - 500 3.50 4.00 5.00 4.63 3.25 8.38 5.38 8.4 8.8 500 2.00 4.06 4.75 - 3.25 8.38 3.75 7.4 - 55 2 - 500 2.50 4.06 4.75 - 3.25 8.38 4.38 8.3 17 - 500 3.50 - - 4.63 '5 3.25 8.38 5.38 - 8.8 500 3.50 - - 4.63 325 8.38 5.38 - 8.8 500 1.75 - - 5.13 3.79 9.13 3.25 - 4.8 3-55 .44 ,5 - 35 95 i32 43 - 2,2 500 2.00 4.40 5.13 5.13 3.79 9.13 3.25 5.4 5.1 38 215122 7.. 500 2.50 4.37 5.13 5.13 3.79 9.13 3.88 6.0 2' 5.6 '3.. 500 2.75 4.19 5.13 5.13 3.69 9.38 4.63 8.3 7.6 3475' 5, 130 '37 s4 23.4 318 3.3 3.4 500 2.75 - - 5.21 3.69 9.38 5.38 - 8.4 34u 803 - - 1.32 31 232 137 - 3$ 500 3.50 4.50 5.50 5.13 3.69 9.38 5.38 9.9 8.4 485 14 4.1' 31 94 238 37 4.53$ 500 4.50 4.50 5.75 5.38 3.69 9.38 6.25- 10.1 10.1 '475 3143 ci. '44 54 236 150 .1,8 46 500 2.00 4.41 5.13 - 3.63 9.25 3.38 7.8 - 34533 574 35 1 133 92 235 82 3,5 500 2.50 4.37 5.13 - 3.63 9.25 4.00 8.0 - .335 ll1 30 '- 92 238 102 3.0 - 500 2.75 4.56 5.50 - 3.63 9.25 4.75 8.6 - 7437153 0 48' 225 123 2$ - 500 4.50 - - 5.38 3.63 9.25 6.25 - 10.0 451 1142 - 77 82 231 159 - 4.5 165,1 mm X 1½(a) t 920 500 2.00 4.44 5.13 5.13 3.69 9.38 3.75 7.9 6.9 /54' 245( '.5:4 '3 c' 34 224 05 3,6 2,1 X 2(a) t 92 0 500 2.50 4.44 5.13 5.13 3.63 9.38 4.38 8.0 7.0 X52.3 53.5 313 133. 531 92 235 111 3.6 3,2 X 2½t 920 500 2.75 4.19 5.13 5.13 3.69 9.38 4.63 8.6 7.6 355 135 131- 44 226 11$ 35 3,4 X 76 1 mm(a)(b) 920 500 7253, 2.75 4.08 134 5.13 133 5.21 1-12 3.69 .. 9.38 373 5.38 32? 8.6 743.4 7.6 X 3(a) I' 500 3.50 4.50 5.50 5.13 3.69 9.38 5.38 10.2 8.4 920 1.3:" '14 1-17' S'S 7., 233 177 4,.?. 7,5 X 4(a) 1 500 4.50 4.50 5.75 5.38 3.63 9.38 6.25 10.5 8.4 x's." 920 :s-c'c' '.' 7i 1h', 7752 134375 293 '-:6 8 X 2(a) 920 500 2.75 5.19 6.25 - 4.88 12.00 4.50 11.6 - X 2½(a) t 500 2.75 5.19 6.25 6.25 4.88 12.25 4.50 11.6 11.6 Y, "' 920 .3455 537 '.7 1".-3 '5 125- 711 114 73 313 X 76,1 mm (a)(b) 920 500 2.75 5.19 32 6.25 'S'S - - 4.88 174 12.00 5.38 3315 - - X 3(a) t 500 3.50 5.50 920 6.50 6.25 4.88 12.00 5.38 12.6 11.6 X 3,47 X 4(a) t 500 4.50 5.31 6.75 6.38 4.88 12.00 6.25 15.3 12.5 920 3457 3,1" 75 7 30 2 2'?" 152 337 See notes below- DIMENSIONS Styles 920 & 920N Y-- Z Styles 920 and 920N wIG rooved Outlet SIZE Run X Branch Nominal Inches Style No. 5 X 1½(a) t 920 x 2(a)t 920 X 21/2 (a)t 920 920 X 76,1 mm (a)(b) 920 139,7 mm X /2t 920 920 920 X 76,1 mm (a)(b) X3 920 920N 11/2 (;t 920N X 2(a) t 920N X 21/2 )t 920 X 76,1 mm (a)(b) -;- 159,0 mm X 1½(a) X 48,3 920 7) 920 X 2½(a) X73 X 4¼ 920 11.02-3 FLOW DATA Flow test data has shown that the total head loss between point (1) and () for the Style 920, 900N and 929 Mechanical-T5 fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. RUN SIZE Rated Working Pressures Nominal Inches Pipe PSl/tPa UL ULC FM Actual n-rn Schedule 21/2-6 1040 400 400 400 21/2 -4 DF 300 300 300 SF 300 300 300 APPROVED PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings! Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on OUTLET SIZE Nominal Inches Equivalent Length Feetim'ar of Pipe Grooved Female Threaded 1/2 - 3/~ - 4.0 1 - 5.0 1% 5.5 6.0 11/ 2 9.0 10.5 21/2 11.0 12.5 3 13.5 4. 15.5 4 - 20.0 - 22.0 C, Values Values for flow of water at +60°F (+16°C) are shown in the table at right. Formulas for Cv Values: cv2 Q= CxJ Where: o = Flow (GPM) AP = Pressure Drop (PSI) = Flow Coefficient 11 02.AA SIZE SIZE SIZE Nominal Inches C, Nominal Inches C, Nominal Inches C Actual torn Values Actual mm Values Actual mm Values 1/2 17 45 135 3/4 1½ 3 21 60 200 1 25 2 100 4 400 other pipe and the latest NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. - 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. listings and approvals. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. This product shall be manufactured by Victaulic Company. All products shall be installed is accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right Is change product specifications. designs and standard equipment without notice and without incurring obligations. 11.02-4 Job Name Job Location I Engineer - Approval - I Contractor Approval Contractors P.O. No. Representative - Series 709DCDA Double Check Detector Assemblies Sizes: 3" - 10" (80- 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks. . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, 5/' x 3/4 (16 x 19mm) meter and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with /8 x 3/4" (16 x 19mm) bronze meter No special tools required for servicing Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be UL/FM approved with ULJFM approved OSY shutoff valves. The auxiliary line shall consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWWA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. 7O9DCDAOSY Check A Moc ct Cock Cover. Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. Now Available - WattsBox Insulated Enclosures. For more information, send for literature ES-WB. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS WWATfS® W REGULATOR I Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Materials Body: Epoxy coated cast iron Seat: Bronze Disc Holder: Bronze Trim: Stainless steel Check Valve Discs: Rubber Test Cocks: Bronze Models Suffix: OSY - ULJFM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 4" - 10" (100 - 250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33F - 110F (5'- 43t) continuous, 140F (60t) intermittent Maximum Working Pressure: 1 75psi (12.06 bar) Standards A\MNA Standard C510 Approvals ,5SIp1 CCUS Od®O B.64 1043 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Sizes 4" - 10' (100 - 250mm) approved for horizontal and vertical "flow up". Size 3(76mm) approved for horizontal only. Factory Mutual approved 4" - 10" vertical "flow up". I------------------------------------------------A .................................................. In. ZL1Uli) mm A in. mm __________________ C in. mm 0 in. mm in. --DIMENSIONV E mm in. L mm A in. mm T in. mm in. mm WEIGHT WIOSYtgates lbs. kgs. 3 80 40 1016 18/8 479 3½ 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 223/4 578 33/4 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 621/2 1588 301/8 765 41/2 114 21 533 411/2 1054 16 406 71/2 191 16 406 727 330 8 200 75 1905 373/4 959 5½ 140 26 660 52 1321 17 432 9 229 21 533 1327 602 10 250 90 2286 453/4 1162 1 61/2 165 32 813 64 1626 18 457 101/4 260 25 635 2093 949 * Service clearance for check assembly from center. tULJFM approved backflow preventers must include UL/FM approved OSY. Capacity *Typical maximum system flow rate (7.5 ft/Sec.) **UL rated flow (80mm) Wa psi CL 2 96 141 I LO 41 sL,4 U) CL "3 14 2E 0 01 0 100 200 300 400 9pm 0 300 760 1140 1520 1pm 5 7.5 15 fps 1.5 2.3 4.6 mps Flow (1 00mm) kPa Pn CL 96 14 69 10 H+ff+ H ' 41 6 U) 2 . 14 2 00 0 100 200 300 400 500 600 9pm o 380 760 1140 1520 3900 2280 1pm 5 7.5 15 fps 1.5 2.3 4.6 mps Flow 6" (150mm) 8" (200mm) apsi * ** 06 14 69 10 41 5 U) 2 14 2 00 0 400 800 1200 1600 2000 4000 gpm 0 1520 3040 450 6080 7600 15200 1pm 5 7.5 fps 1.5 2.3 4.6 mps Flow _____-----u-I----,. --- ._ i__•• _____r . i• ,----- I_ - _____._ ,____•. I I I : For Technical Assistance Call Your Authorized Watts Agent. Telephone # Fax # HsDouugrsas: Watts Regulator Company 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 Edwards, Platt & Deely, Inc. 271 Royal Ave., Hawthorne, NJ 07506 973 427-2898 973 427-4246 Edwards, Platt & Deely, Inc. 368 Wyandanch Ave., North Babylon, NY 11703 631253-0600 631253-0303 W. P. Haney Co., Inc. 51 Norfolk Ave., South Easton, MA 02375 508 238-2030 508 238-8353 J. B. O'Connor Company, Inc. P.O. Box 12927, Pittsburgh, PA 15241 724 745-5300 724 745-7420 RMI Glenfleld Bus. CU., 2535 Mechanicsville Tpk., Richmond, VA 23223 804 643-7355 804 643-7380 The Joyce Agency, Inc. 8442 Alban Rd., Springfield, VA 22150 703 866-3111 703 866-2332 Vernon Bitzer Associates, Inc. 980 Thomas Drive, Warminster, PA 18974 215 443-7500 215 443-7573 WMS Sales, Inc. (Main office) 9580 County Rd., Clarence Center, NY 14032 716 741-9575 716 741-4810 Billingsley & Associates, Inc. 2728 Crestview Ave., Kenner, LA 70062-4829 504 602-8100 504 602-8106 Billingsley & Associates, Inc. 478 Cheyenne Lane, Madison, MS 39110 601856-7565 601856-8390 Francisco J. Ortiz & Co., Inc. Charlyn Industrial Pk., Road 190 KM1 .9 - Lot #8, Carolina, Puerto Rico 00983 787 769-0085 787 750-5120 Mid-America Marketing, Inc. 203 Industrial Drive, Birmingham, AL 35211 205 879-3469 205 870-5027 Mid-America Marketing, Inc. 1364 Foster Avenue, Nashville, TN 37210 615 259-9944 615 259-5111 Mid-America Marketing, Inc. 5466 Old Hwy. 78, Memphis, TN 38118 901795-0045 901795-0394 Smith & Stevenson Co., Inc. 4935 Chastain Ave., Charlotte, NC 28217 704 525-3388 704 525-6749 Harry Warren, Inc. 1243 West Colonial Dr., Orlando, FL 32804 407 841-9237 407 841-9246 Watts Georgia 2861-B Bankers Industrial Drive, Atlanta, GA 30360 770 209-3310 770 447-4583 Aspinall Associates, Inc. 6840 Hillsdale Court, Indianapolis, IN 46250 317 849-5757 317 845-7967 Dave Watson Associates 1325 West Beecher, Adrian, Ml 49221 517 263-8988 517 263-2328 Disney McLane & Associates 428 McGregor Ave., Cincinnati, OH 45206 800 542-1682 877 476-1682 BWA Company 17610 S. Waterloo Rd., Cleveland, OH 44119 216 486-1010 216 486-2860 Mid-Continent Marketing Services Ltd. 1724 Armitage Ct., Addison, IL 60101 630 953-1211 630 953-1067 Soderholm & Associates, Inc. 7150 143rd Ave. NW., Anoka, MN 55303 763 427-9635 763 427-5665 Stickler & Associates 333 North 121 St., Milwaukee, WI 53226 414 771-0400 414 771-3607 Hugh M. Cunningham, Inc. 13755 Benchmark, Dallas, TX 75234 972 888-3808 972 888-3838 Mack McClain & Associates 11132 South Towne Square, Suite 202, St Louis, MO 63123 314 894-8188 314 894-8388 Mack McClain & Associates, Inc. 1450 NE 69th Place, Ste. 56 Ankeny, IA 50021 515 288-0184 515 288-5049 Mack McClain & Associates, Inc. 15090 West 116th St., Olathe, KS 66062 913 339-6677 913 339-9518 OKt Sales, Inc. 2200 Blue Creek Dr., Norman, OK 73026 405 360-6161 405 360-0092 Phoenix Marketing, Ltd. 2416 Candelaria N.E., Albuquerque, NM 87107 505 883-7100 505 883-7101 Delco Sales, Inc. 1930 Rayrner Ave., Fullerton, CA 92833 714 888-2444 714 888-2448 Delco Sales, Inc. 111 Sand Island Access Rd., Unit 1-10, Honolulu, HI 96819 808 842-7900 808 842-9625 Fanning & Associates, Inc. 6765 Franklin St., Denver, CO 80229-7111 303 289-4191 303 286-9069 Hollabaugh Brothers & Associates 6915 South 194th St., Kent, WA 98032 253 867-5040 253 867-5055 I-Iollabaugh Brothers & Associates 3028 S.E. 17th Ave., Portland, OR 97202 503 238-0313 503 235-2824 P1 R Sales, Inc. 3050 North San Marcos Place, Chandler, AZ 85225 480 892-6000 480 892-6096 Preferred Sales 31177 Wiegman Road, Hayward, CA 94544 510 487-9755 510 476-1595 R. E. Fitzpatrick Sales, Inc. 4109 West Nike Dr. (8250 South), West Jordan, UT 84088 801282-0700 801282-0600 Watts Industries (Canada) Inc. (Watts Regulator Co. Division) 5435 North Service Road, Burlington, Ontario L7L 5H7 Con-Cur West Marketing, Inc. 71 B Clipper Street, Coquitlam, British Columbia V3K 6X2 D.C. Sales Corporation Inc. #10-6130 4th St. SE., Calgary, Alberta T2H 2A6 D.C. Sales Corporation Inc. 11420 142 Street, Edmonton, Alberta T5M 1 Vi GTA Sales Team. Greater Toronto Area Hydro-Mechanical Sales, Ltd. 3700 Joseph Howe Drive, Suite 1, Halifax, Nova Scotia B3L 4H7 Hydro-Mechanical Sales, Ltd. P.O. Box 1445 (Mailing), 297 Collishaw St., Suite 7 (shipping) Moncton, New Brunswick El 9132 J.D.S. Sales Ltd. 4 Lancaster Street, St. John's, Newfoundland Al 5P7 Le Groupe B.G.T., Inc. 23 du Buisson, Pont Rouge, Quebec G3H 1X9 Le Groupe B.G.T., Inc. 86 des Enterprises #208, Boisbriand, Quebec J7G 213 Mar-Win Agencies, Ltd. 1333 Clifton St., Winnipeg, Manitoba R3E 2V1 Northern Mechanical Sales P.O. Box 280 (mailing) 163 Pine St. (shipping), Garson, Ontario P3L 156 RaIser Enterprises, Ltd. P.O. Box 28136 (mailing), 1885 Blue Heron Dr., #4, London, Ontario N6H 51.9 RAM Mechanical Marketing Inc. 1401 St John Street, Regina, Saskatchewan S413 1S5 RAM Mechanical Marketing Inc. 510 Ave M South, Saskatoon, Saskatchewan S71VI 2K9 Walmar Mechanical Sales 24 Gurdwara Rd., Nepean, Ontario K2E 8135 EXPORT Hdqtrs.: Watts Regulator Co. 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 905 332-4090 905 332-7068 604 540-5088 604 540-5084 403 253-6808 403 259-8331 780 496-9495 780 496-9621 888 208-8927 888 479-2887 902 443-2274 902 443-2275 506 859-1107 506 859-2424 709 579-5771 709 579-1558 418 873-2500 418 873-2505 450 434-9010 450 434-9848 204 775-8194 204 786-8016 705 693-2715 705 693-4394 519 471-9382 519 471-1049 306 525-1986 306 525-0809 306 244-6622 306 244-0807 613 225-9774 613 225-0673 978 688-1811 978 794-1848 WATTS FM* 9001 I Watts USA website: www.wattsreg.com ILWREGULATOR I CERTIFIED I Watts Canada website: www.wattscanada.ca ES-709DCDA 0522 0 Watts Regulator Company, 2005