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HomeMy WebLinkAbout5791 VAN ALLEN WAY; ; AS070236; Permit9/15/2020 AS070236 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070236 Job Address: 5791 VAN ALLEN WY Status: ISSUED Permit Type: SPRINK . . Applied .9/25/2007 Parcel No: 2121304500 Approved: 9/25/2007 Lot #: 0 Reference No.: Issued: 9/25/2007 PC #: Inspector: Project Title: INVITROGEN THREE FIRE SPRINKLER INSPECTIONS @ $65/EA / Applicant: WESTERN FIRE PROTECTION 12232 THATCHER CT POWAY CA 858-513-4949 Owner: MARARISK CARLSBAD L L C 4365 EXECUTIVE DR #1600 SAN DIEGO CA Fees ($) Add'I Fees'($) Total ($) Balance ($) .195 0 195 0. 1/1 WESTERN FIRE PROTECTION, INC. 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR INVITROGEN 5791 VAN ALLEN WAY CARLSBAD, CA 92008 "FILE NUMBER: C-2133 / DATE: AUG 23, 2007 -DESIGN DATA- - OCCUPANCY CLASSIFICATION: LIGHT CALC. i1 EAST AREA TREE These plans have hecut reviewed for apparent compliance With the current applicable codes anti standards in force in thejurisdiction. The owner or contractor may tiiiii'.e his review in support of all application for a building permit with the express understanding that this review in no way relieves the owner or contractor or their professional engineer or architect for sale resxutsihility for full compliance with said codes and standards. including the building code or for any responsihilty lir deficiencies. errors. omissions or negligence in these plaits whether or not noted in this review. Dame:) çj/7' Reviewer: c) RECOMMEND APPRO VAL COMMEND APPROVAL AS NOTED DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED .10 GPM 688.0 SQ.FT. ENTIRE AREA 225 SQ.FT. 6 sprinklers 96.7 gpm TOTAL WATER REQUIRED (including hose): 196.6 gpm FLOW AND PRESSURE (@ BOR) : 96.7 GPM @ 32.8 PSI SPRINKLER K-FACTOR: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: 5.6 ALLTECH BUILDERS G. LOERA CARLSBAD FIRE DEPT. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE i 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 APPRO;)X= SUBMITTED CARL L FIRE DEPARIMN AS o *7 oa' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE 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 1185.0 116.8 196.6 40.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 196.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 96.6 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FT2) S12 10.0 K= 5.60 10.3 18.0 150.0 0.100 0.120 S13 10.0 K= 5.60 9.2 17.0 150.0 0.100 0.113 S14 10.0 K= 5.60 8.1 16.0 150.0 0.100 0.106 S15 10.0 K= 5.60 7.7 15.5 150.0 0.100 0.104 S16 10.0 K= 5.60 7.4 15.2 150.0 0.100 0.102 S17 10.0 K= 5.60 7.2 15.0 150.0 0.100 0.100 El 30.0 - - - - 19.7 --- E2 30.0 - - - - 19.8 --- E3 30.0 - - - - 19.7 --- E4 30.0 - - - - 19.8 --- E5 30.0 - - - - 19.7 --- E6 30.0 - - - - 19.8 --- E7 30.0 - - - - 19.7 --- E8 30.0 - - - - 19.8 --- E9 30.0 - - - - 19.8 --- E1O 30.0 - - - - 19.8 - - - Eli 30.0 - - - - 19.8 --- E12 30.0 - - - - 19.8 --- E13 30.0 - - - - 19.8 --- E14 30.0 - - - - 19.8 --- E15 30.0 - - - - 19.8 --- E16 30.0 - - - - 19.8 --- E17 30.0 - - - - 19.8 --- E18 30.0 - - - - 19.8 --- E19 30.0 - - - - 19.8 --- E20 30.0 - - - - 19.8 --- E21 30.0 - - - - 19.8 --- E22 30.0 - - - - 19.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE NODE ANALYSIS DATA ( DENSITY REQ. ACT. (GPM/FT"2) NODE TAG E23 E24 E25 E26 E27 E28 E29 E30 E31 E32 E33 E34 Mu Mi2 M13 M14 M15 M16 M17 Ti T2 T3 T4 TR1 BR1 DI-1 UG UG1 UG2 UG3 UG4 UG5 BF1 B F2 SRC ELEVATION (FT) 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 30.0 13.0 13.0 13.0 13.0 13.0 13.0 13.0 30.0 30.0 30.0 13.0 30.0 0.5 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 3.0 3.0 0.0 NODE TYPE HOSE STREAM SOURCE PRESSURE (PSI) 19.8 19.9 19.8 19.9 19.8 19.9 19.8 19.9 19.8 19.9 19.8 19.9 11.6 11.4 10.0 8.7 8.2 7.8 7.8 19.8 19.8 19.7 15.9 20.0 32.8 34.3 34.4 34.5 34.7 34.9 34.9 41.9 32.3 39.3 40.6 DISCHARGE AREA (GPM) (FT2) 100.0 - - 196.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE 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 -18.0 1.049 FL 17.00 PF 2.4 S12 10.0 5.6 10.3 18.0 6.7 120 FTG T FE -1.3 M12 13.0 0.0 11.4 0.0 0.107 TL 22.00 PV Pipe: 2 -17.0 1.049 PL 17.00 PF 2.1 S13 10.0 5.6 9.2 17.0 6.3 120 FTG T PE -1.3 M13 13.0 0.0 10.0 0.0 0.096 TL 22.00 PV Pipe: 3 -16.0 1.049 PL 17.00 PF 1.9 S14 10.0 5.6 8.1 16.0 5.9 120 FTG T FE -1.3 M14 13.0 0.0 8.7 0.0 0.086 TL 22.00 PV Pipe: 4 -15.5 1.049 PL 17.00 PF 1.8 S15 10.0 5.6 7.7 15.5 5.8 120 FTG T PE -1.3 M15 13.0 0.0 8.2 0.0 0.082 TL 22.00 PV Pipe: 5 -15.2 1.049 PL 17.00 PF 1.7 S16 10.0 5.6 7.4 15.2 5.7 120 FTG T PE -1.3 M16 13.0 0.0 7.8 0.0 0.079 TL 22.00 PV Pipe: 6 -15.0 1.049 FL 20.00 PF 1.9 S17 10.0 5.6 7.2 15.0 5.6 120 FTG T PE -1.3 M17 13.0 0.0 7.8 0.0 0.076 TL 25.00 PV Pipe: 7 96.7 1.682 PL 31.25 PF 11.1 T3 30.0 0.0 19.7 0.0 14.0 120 FTG ET FE 7.4 T4 13.0 0.0 15.9 0.0 0.241 TL 46.25 PV Pipe: 8 96.7 1.682 FL 3.00 PF 4.3 T4 13.0 0.0 15.9 0.0 14.0 120 FTG ET FE 0.0 Mil 13.0 0.0 11.6 0.0 0.241 TL 18.00 PV Pipe: 9 96.7 1.682 PL 1.00 PF 0.2 Mil 13.0 0.0 11.6 0.0 14.0 120 FTG ---- FE 0.0 M12 13.0 0.0 11.4 0.0 0.241 TL 1.00 PV Pipe: 10 78.7 1.682 PL 8.33 PF 1.4 M12 13.0 0.0 11.4 0.0 11.4 120 FTG ---- PE 0.0 M13 13.0 0.0 10.0 0.0 0.165 TL 8.33 PV Pipe: 11 61.7 1.682 FL 12.33 PF 1.3 M13 13.0 0.0 10.0 0.0 8.9 120 FTG ---- PE 0.0 M14 13.0 0.0 8.7 0.0 0.105 TL 12.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE 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 45.8 1.682 PL 8.33 PF 0.5 M14 13.0 0.0 8.7 0.0 6.6 120 FTG ---- PE 0.0 MiS 13.0 0.0 8.2 0.0 0.060 TL 8.33 PV Pipe: 13 30.2 1.682 PL 12.50 PF 0.4 M15 13.0 0.0 8.2 0.0 4.4 120 FTG ---- PE 0.0 M16 13.0 0.0 7.8 0.0 0.028 TL 12.50 PV Pipe: 14 15.0 1.682 PL 7.75 PF 0.1 M16 13.0 0.0 7.8 0.0 2.2 120 FTG ---- PE 0.0 M17 13.0 0.0 7.8 0.0 0.008 TL 7.75 PV Pipe: 15 -7.0 2.157 PL 136.00 PF 0.1 El 30.0 0.0 19.7 0.0 0.6 120 FTG 2T PE 0.0 E2 30.0 0.0 19.8 0.0 0.001 TL 160.00 PV Pipe: 16 -7.0 2.157 PL 136.00 PF 0.1 E3 30.0 0.0 19.7 0.0 0.6 120 FTG 2T PE 0.0 E4 30.0 0.0 19.8 0.0 0.001 TL 160.00 PV Pipe: 17 -6.7 2.157 PL 136.00 PF 0.1 E5 30.0 0.0 19.7 0.0 0.6 120 FTG 2T PE 0.0 E6 30.0 0.0 19.8 0.0 0.001 TL 160.00 PV Pipe: 18 -5.9 2.157 PL 136.00 PF 0.1 E7 30.0 0.0 19.7 0.0 0.5 120 FTG 2T PE 0.0 E8 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV Pipe: 19 -5.2 2.157 PL 136.00 PF 0.1 E9 30.0 0.0 19.8 0.0 0.5 120 FTG 2T PE 0.0 E10 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV Pipe: 20 -4.9 2.157 PL 136.00 PF 0.0 Eli 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E12 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV Pipe: 21 -4.5 2.157 PL 136.00 PF 0.0 E13 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E14 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV Pipe: 22 -4.3 2.157 PL 136.00 PF 0.0 E15 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E16 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV Pipe: 23 -4.1 2.157 PL 136.00 PF 0.0 E17 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E18 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC 4(1 EAST AREA TREE 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: 24 -4.2 2.157 PL 136.00 PF 0.0 E19 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E20 30.0 0.0 19.8 0.0 0.000 TL 160.00 PV Pipe: 25 -4.4 2.157 PL 136.00 PF 0.0 E21 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E22 30.0 0.0 198 0.0 0.000 TL 160.00 PV Pipe: 26 -4.8 2.157 PL 136.00 PF 0.0 E23 30.0 0.0 19.8 0.0 0.4 120 FTG 2T PE 0.0 E24 30.0 0.0 19.9 0.0 0.000 TL 160.00 PV Pipe: 27 -5.3 2.157 PL 136.00 PF 0.1 E25 30.0 0.0 19.8 0.0 '0.5 120 FTG 2T PE 0.0 E26 30.0 0.0 19.9 0.0 0.000 TL 160.00 PV Pipe: 28 -5.9 2.157 PL 136.00 PF 0.1 E27 30.0 0.0 19.8 0.0 0.5 120 FTG 2T PE 0.0 E28 30.0 0.0 19.9 0.0 0.000 TL 160.00 PV Pipe: 29 -6.6 2.157 PL 136.00 PF 0.1 E29 30.0 0.0 19.8 0.0 0.6 120 FTG 2T PE 0.0 E30 30.0 0.0 19.9 0.0 0.001 TL 160.00 PV Pipe: 30 -7.5 2.157 PL 136.00 PF 0.1 E31 30.0 0.0 19.8 0.0 0.7 120 FTG 2T PE 0.0 E32 30.0 0.0 19.9 0.0 0.001 TL 160.00 PV Pipe: 31 -8.4 2.157 PL 136.00 PF 0.1 E33 30.0 0.0 19.8 0.0 0.7 120 FTG 2T PE 0.0 E34 30.0 0.0 19.9 0.0 0.001 TL 160.00 PV Pipe: 32 7.0 4.260 PL 11.00 PF 0.0 El 30.0 0.0 19.7 0.0 0.2 120 FTG ---- PE 0.0 E3 30.0 0.0 19.7 0.0 0.000 TL 11.00 PV Pipe: 33 14.0 4.260 PL 6.83 PF 0.0 E3 30.0 0.0 19.7 0.0 0.3 120 FTG ---- PE 0.0 T3 30.0 0.0 19.7 0.0 0.000 TL 6.83 PV Pipe: 34 -82.7 4.260 PL 4.17 PF 0.0 T3 30.0 0.0 19.7 0.0 1.9 120 FTG ---- PE 0.0 ES 30.0 0.0 19.7 0.0 0.002 TL 4.17 PV Pipe: 35 -76.0 4.260 PL 11.00 PF 0.0 ES 30.0 0.0 19.7 0.0 1.7 120 FTG ---- PE 0.0 E7 30.0 0.0 19.7 0.0 0.002 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE 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: 36 -70.1 4.260 PL 11.00 PF 0.0 E7 30.0 0.0 19.7 0.0 1.6 120 FTG ---- PE 0.0 E9 30.0 0.0 19.8 0.0 0.001 TL 11.00 FV Pipe: 37 -64.9 4.260 PL 6.00 PF 0.0 E9 30.0 0.0 19.8 0.0 1.5 120 FTG ---- PE 0.0 Eli 30.0 0.0 19.8 0.0 0.001 TL 6.00 PV Pipe: 38 -59.9 4.260 PL 11.00 PF 0.0 Eli 30.0 0.0 19.8 0.0 1.3 120 FTG ---- PE 0.0 £13 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV Pipe: 39 -55.4 4.260 PL 11.00 PF 0.0 E13 30.0 0.0 19.8 0.0 1.2 120 FTG ---- PE 0.0 £15 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV Pipe: 40 -51.2 4.260 PL 10.00 PF 0.0 £15 30.0 0.0 19.8 0.0 1.2 120 FTG ---- PE 0.0 Ti 30.0 0.0 19.8 0.0 0.001 TL 10.00 PV Pipe: 41 -51.2 4.260 PL 1.00 PF 0.0 Ti 30.0 0.0 19.8 0.0 1.2 120 FTG ---- PE 0.0 £17 30.0 0.0 19.8 0.0 0.001 TL 1.00 PV Pipe: 42 -47.0 4.260 PL 11.00 PF 0.0 E17 30.0 0.0 19.8 0.0 1.1 120 FTG ---- PE 0.0 E19 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV. Pipe: 43 -42.8 4.260 PL 11.00 PF 0.0 E19 30.0 0.0 19.8 0.0 1.0 120 FTG ---- FE 0.0 E21 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV Pipe: 44 -38.4 4.260 PL 11.00 PF 0.0 £21 30.0 0.0 19.8 0.0 0.9 120 FTG ---- FE 0.0 £23 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 45 -33.6 4.260 FL 11.00 PF 0.0 E23 30.0 0.0 19.8 0.0 0.8 120 FTG ---- PE 0.0 £25 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 46 -28.4 4.260 PL 11.00 PF 0.0 E25 30.0 0.0 19.8 0.0 0.6 120 FTG ---- PE 0.0 £27 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 47 -22.5 4.260 FL 11.00 PF 0.0 E27 30.0 0.0 19.8 0.0 0.5 120 FTG ---- FE 0.0 £29 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE 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: 48 -15.8 4.260 PL 11.00 PF 0.0 E29 30.0 0.0 19.8 0.0 0.4 120 FTG ---- PE 0.0 E31 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 49 -8.4 4.260 PL 11.00 PF 0.0 E31 30.0 0.0 19.8 0.0 0.2 120 FTG ---- PE 0.0 E33 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 50 -7.0 4.260 PL 11.00 PF 0.0 E2 30.0 0.0 19.8 0.0 0.2 120 FTG ---- PE 0.0 E4 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 51 -14.0 4.260 PL 11.00 PF 0.0 E4 30.0 0.0 19.8 0.0 0.3 120 FTG ---- PE 0.0 E6 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 52 -20.7 4.260 PL 11.00 PF 0.0 E6 30.0 0.0 19.8 0.0 0.5 120 FTG ---- PE 0.0 E8 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 53 -26.6 4.260 PL 11.00 PF 0.0 E8 30.0 0.0 19.8 0.0 0.6 120 FTG ---- PE 0.0 E10 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 54 -31.8 4.260 PL 6.00 PF 0.0 E10 30.0 0.0 19.8 0.0 0.7 120 FTG ---- PE 0.0 E12 30.0 0.0 19.8 0.0 0.000 TL 6.00 PV Pipe: 55 -36.8 4.260 PL 11.00 PF 0.0 E12 30.0 0.0 19.8 0.0 0.8 120 FTG ---- PE 0.0 E14 30.0 0.0 19.8 0.0 0.000 TL 11.00 PV Pipe: 56 -41.3 4.260 PL 11.00 PF 0.0 E14 30.0 0.0 19.8 0.0 0.9 120 FTG ---- PE 0.0 E16 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV Pipe: 57 -45.5 4.260 PL 10.00 PF 0.0 E16 30.0 0.0 19.8 0.0 1.0 120 FTG ---- PE 0.0 T2 30.0 0.0 19.8 0.0 0.001 TL 10.00 PV Pipe: 58 -45.5 4.260 PL 1.00 PF 0.0 T2 30.0 0.0 19.8 0.0 1.0 120 FTG ---- PE 0.0 E18 30.0 0.0 19.8 0.0 0.001 TL 1.00 PV Pipe: 59 -49.7 4.260 PL 11.00 PF 0.0 E18 30.0 0.0 19.8 0.0 1.1 120 FTG ---- PE 0.0 E20 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE 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: 60 -53.9 4.260 PL 11.00 PF 0.0 E20 30.0 0.0 19.8 0.0 1.2 120 FTG ---- PE 0.0 E22 30.0 0.0 19.8 0.0 0.001 TL 11.00 PV Pipe: 61 -58.3 4.260 PL 11.00 PF 0.0 E22 30.0 0.0 19.8 0.0 1.3 120 FTG ---- PE 0.0 E24 30.0 0.0 19.9 0.0 0.001 TL 11.00 PV Pipe: 62 -63.1 4.260 PL 11.00 PF 0.0 524 30.0 0.0 19.9 0.0 1.4 120 FTG ---- PS 0.0 E26 30.0 0.0 19.9 0.0 0.001 TL 11.00 PV Pipe: 63 -68.3 4.260 PL 11.00 PF 0.0 E26 30.0 0.0 19.9 0.0 1.5 120 FTG ---- PS 0.0 E28 30.0 0.0 19.9 0.0 0.001 TL 11.00 PV Pipe: 64 -74.2 4.260 PL 11.00 PF 0.0 E28 30.0 0.0 19.9 0.0 1.7 120 FTG ---- PE 0.0 E30 30.0 0.0 19.9 0.0 0.002 TL 11.00 PV Pipe: 65 -80.9 4.260 PL 11.00 PF 0.0 E30 30.0 0.0 19.9 0.0 1.8 120 FTG ---- PE 0.0 E32 30.0 0.0 19.9 0.0 0.002 TL 11.00 PV Pipe: 66 -88.3 '4.260 PL 11.00 PF 0.0 E32 30.0 0.0 19.9 0.0 2.0 120 FTG ---- PE 0.0 E34 30.0 0.0 19.9 0.0 0.002 TL 11.00 PV Pipe: 67 -96.7 4.260 PL 6.00 PF 0.1 E34 30.0 0.0 19.9 0.0 2.2 120 FTG 2E PE 0.0 TR1 30.0 0.0 20.0 0.0 0.003 TL 32.00 PV Pipe: 68 -96.7 6.357 PL 29.50 PF 0.0 TR1 30.0 0.0 20.0 0.0 1.0 120 FTG ---- PE 12.8 SRi 0.5 0.0 32.8 0.0 0.000 TL 29.50 PV Pipe: 69 -96.7 8.390 PL 10.00 PF 0.0 SRi 0.5 0.0 32.8 0.0 0.6 140 FTG ---- PE 1.5 DI-1 -3.0 0.0 34.3 0.0 0.000 TL 10.00 PV Pipe: 70 -96.7 7.758 PL 73.25 PF 0.0 DI-1 -3.0 0.0 34.3 0.0 0.7 150 FTG T2LCG PS 0.0 UG -3.0 H.S. 34.4 100.0 0.000 TL 169.06 PV Pipe: 71 -196.7 7.758 PL 431.00 PF 0.2 UG -3.0 H.S. 34.4 100.0 1.3 150 FTG 2L PE 0.0 UG1 -3.0 0.0 34.5 0.0 0.000 TL 453.64 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 72 -196.7 7.758 PL 515.50 PF 0.2 UG1 -3.0 0.0 34.5 0.0 1.3 150 FTG 3L PE 0.0 UG2 -3.0 0.0 34.7 0.0 0.000 TL 549.46 PV Pipe: 73 -196.7 7.758 FL 395.50 PF 0.2 UG2 -3.0 0.0 34.7 0.0 1.3 150 FTG T2L FE 0.0 UG3 -3.0 0.0 34.9 0.0 0.000 TL 448.63 PV Pipe: 74 -196.7 7.758 PL 6.00 PF 0.0 UG3 -3.0 0.0 34.9 0.0 1.3 150 FTG E FE 0.0 UG4 -3.0 0.0 34.9 0.0 0.000 TL 21.68 PV Pipe: 75 -196.7 8.390 PL 6.00 PF 0.0 UG4 -3.0 0.0 34.9 0.0 1.1 140 FTG T PE -2.6 BF1 3.0 0.0 32.3 0.0 0.000 TL 65.00 PV Pipe: 76 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 39.3 0.0 7.0 psi, 196.7 gpm BF1 3.0 0.0 32.3 0.0 Pipe: 77 -196.7 8.390 FL 6.00 PF 0.0 BF2 3.0 0.0 39.3 0.0 1.1 140 FTG 2L PE 2.6 UGS -3.0 0.0 41.9 0.0 0.000 TL 50.00 PV Pipe: 78 -196.6 7.758 PL 82.00 PF 0.0 UGS -3.0 0.0 41.9 0.0 1.3 150 FTG TG FE -1.3 SRC 0.0 SRCE 40.6 (N/A) 0.000 TL 115.97 PV NOTES: Calculations were performed by the HASS 7.8 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 0.003 gpm and a maximum imbalance at any node of 0.195 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.0 ft/sec at pipe 8. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv BfyViv GatVlv AlmChk DPViv NPTee -------------------------------------------------------- FD 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 7.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEl1 ChkVlv BfyViv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: H MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D N Eli Tee L C B G A 7.758 15.68 30.49 11.32 39.20 10.45 3.48 0.00 0.00 0.00 WATER SUPPLY ANALYSIS 140.0 G AL 12 . 0 U G E P R 84.0 E S S U R E 56.0 p S 28.0 WSJ -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA TREE.SDF JOB TITLE: CALC #1 EAST AREA TREE WATER SUPPLY CURVE 120+ \\\\\\\\\\\\ I * <-112.5 psi @ 1185 gpm 110+ Flow Test Point 100+ 90+ P 80+ R I B I S I 5 70+ U I R I B I 60+ P I S I I 50+ 40+X 30+ 20+ LEGEND I X = Required Water Supply I 40.64 psi @ 196.6 gpm IT 10+ 11 I 0 = Available Water Supply It I 116.84 psi @ 196.6 gpm if II 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. CALC. #2 12232 THATCHER COURT EAST AREA POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR INVITROGEN 5791 VAN ALLEN WAY CARLSBAD, CA 92008 FILE NUMBER: DATE: AUG 23, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM AREA OF APPLICATION: 1040 SQ.FT. -QR. RED. COVERAGE PER SPRINKLER: 225 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 154.4 gpm TOTAL WATER REQUIRED (including hose) : 254.4 gpm FLOW AND PRESSURE (@ BOR): 158.4 GPM @ 27.6 PSI SPRINKLER K-FACTOR: 5.6 NAME OF CONTRACTOR: ALLTECH BUILDERS DESIGN/LAYOUT BY: G.LOERA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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 1185.0 116.7 254.4 35.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 254.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 154.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 10.0 K= 5.60 8.2 16.0 S2 10.0 K= 5.60 7.6 15.4 S3 10.0 K= 5.60 7.6 15.5 S4 10.0 K= 5.60 7.1 14.9 S5 10.0 K= 5.60 7.6 15.4 S6 10.0 K= 5.60 7.0 14.8 S7 10.0 K= 5.60 7.7 15.5 S8 10.0 K= 5.60 7.8 15.7 S9 10.0 K= 5.60 8.1 15.9 S1O 10.0 K= 5.60 7.5 15.3 El 30.0 - - - - 14.2 - - - E2 30.0 - - - - 14.2 - - - E3 30.0 - - - - 14.2 - - - E4 30.0 - - - - 14.2 - - - E5 30.0 - - - - 14.2 - - - E6 30.0 - - - - 14.2 - - - E7 30.0 - - - - 14.2 - - - E8 30.0 - - - - 14.2 - - - E9 30.0 - - - - 14.2 - - - E10 30.0 - - - - 14.2 - - - Ell 30.0 - - - - 14.2 - - - E12 30.0 - - - - 14.2 - - - E13 30.0 - - - - 14.2 - - - E14 30.0 - - - - 14.2 - - - E15 30.0 - - - - 14.2 - - - E16 30.0 - - - - 14.2 - - - E17 30.0 - - - - 14.2 - - - E18 30.0 - - - - 14.2 - - - E19 30.0 - - - - 14.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA NODE ANALYSIS DATA NODE TAG ELEVATION (FT) E20 30.0 E21 30.0 E22 30.0 E23 30.0 E24 30.0 E25 30.0 E26 30.0 E27 30.0 E28 30.0 E29 30.0 E30 30.0 E31 30.0 E32 30.0 E33 30.0 E34 30.0 Ml 11.2 M2 11.2 M3 11.2 M4 11.2 M5 11.2 M6 11.2 M7 11.2 Ti 30.0 T2 30.0 TR1 30.0 BR1 0.5 Dli -3.0 UG -3.0 UG1 -3.0 UG2 -3.0 UG3 -3.0 UG4 -3.0 UG5 -3.0 BF1 3.0 BF2 3.0 SRC 0.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) - - - - 14.3 - - - - - - - 14.3 - - - - - - - 14.3 - - - - - - - 14.3 - - - - - - - 14.3 - - - - - - - 14.3 - - - - - - - 14.4 - - - - - - - 14.3 - - - - - - - 14.4 - - - - - - - 14.3 - - - - - - - 14.4 - - - - - - - 14.3 - - - - - - - 14.5 - - - - - - - 14.3 - - - - - - - 14.6 - - - - - - - 13.9 - - - - - - - 9.0 - - - - - - - 8.4 - - - - - - - 8.3 - - - - - - - 8.4 - - - - - - - 8.9 - - - - - - - 14.4 - - - - - - - 14.2 - - - - - - - 14.2 - - - - - - - 14.8 - - - - - - - 27.6 - - - - - - - 29.1 - - - HOSE STREAM 29.1 100.0 - - - - 29.4 - - - - - - - 29.7 - - - - - - - 29.9 - - - - - - - 29.9 - - - - - - - 37.0 - - - - - - - 27.4 - - - - - - - 34.4 - - - SOURCE 35.8 254.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/23/2007 Z:\C-JOBS\C--2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.0 1.049 FL 11.00 PF 1.4 Si 10.0 5.6 8.2 16.0 6.0 120 FTG T PE -0.5 M2 11.2 0.0 9.0 0.0 0.086 TL 16.00 PV Pipe: 2 -15.4 1.049 FL 20.00 PF 2.0 S2 10.0 5.6 7.6 15.4 5.7 120 FTG T PE -0.5 M2 11.2 0.0 9.0 0.0 0.080 TL 25.00 PV Pipe: 3 -15.5 1.049 PL 11.00 PF 1.3 S3 10.0 5.6 7.6 15.5 5.7 120 FTG T FE -0.5 M3 11.2 0.0 8.4 0.0 0.081 TL 16.00 PV Pipe: 4 -14.9 1.049 FL 20.00 PF 1.9 S4 10.0 5.6 7.1 14.9 5.5 120 FTG T PE -0.5 M3 11.2 0.0 8.4 0.0 0.075 TL 25.00 PV Pipe: 5 -15.4 1.049 PL 11.00 PF 1.3 S5 10.0 5.6 7.6 15.4 5.7 120 FTG T PE -0.5 M4 11.2 0.0 8.3 0.0 0.080 TL 16.00 PV Pipe: 6 -14.8 1.049 PL 20.00 PF 1.9 S6 10.0 5.6 7.0 14.8 5.5 120 FTG T FE -0.5 M4 11.2 0.0 8.3 0.0 0.075 TL 25.00 PV Pipe: 7 -15.5 1.049 PL 11.00 PF 1.3 S7 10.0 5.6 7.7 15.5 5.8 120 FTG T FE -0.5 MS 11.2 0.0 8.4 0.0 0.081 TL 16.00 PV Pipe: 8 -15.7 1.049 FL 9.00 PF 1.2 S8 10.0 5.6 7.8 15.7 5.8 120 FTG T FE -0.5 M5 11.2 0.0 8.4 0.0 0.083 TL 14.00 PV Pipe: 9 -15.9 1.049 FL 11.00 PF 1.4 S9 10.0 5.6 8.1 15.9 5.9 120 FTG T FE -0.5 M6 11.2 0.0 8.9 0.0 0.086 TL 16.00 PV Pipe: 10 -15.3 1.049 FL 20.00 PF 2.0 Slo 10.0 5.6 7.5 15.3 5.7 120 FTG T FE -0.5 M6 11.2 0.0 8.9 0.0 0.079 TL 25.00 PV Pipe: ii 74.0 1.682 FL 37.67 PF 8.5 T2 30.0 0.0 14.2 0.0 10.7 120 FTG 2ET FE 8.1 Ml 11.2 0.0 13.9 0.0 0.147 TL 57.67 PV Im SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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 74.0 1.682 PL 33.08 PF 4.9 Ml 11.2 0.0 13.9 0.0 10.7 120 FTG ---- PE 0.0 M2 11.2 0.0 9.0 0.0 0.147 TL 33.08 PV Pipe: 13 42.6 1.682 PL 12.17 PF 0.6 M2 11.2 0.0 9.0 0.0 6.2 120 FTG ---- PE 0.0 M3 11.2 0.0 8.4 0.0 0.053 TL 12.17 PV Pipe: 14 12.3 1.682 PL 12.17 PF 0.1 M3 11.2 0.0 8.4 0.0 1.8 120 FTG ---- PE 0.0 M4 11.2 0.0 8.3 0.0 0.005 TL 12.17 PV Pipe: 15 -18.0 1.682 PL 9.33 PF 0.1 M4 11.2 0.0 8.3 0.0 2.6 120 FTG ---- PE 0.0 M5 11.2 0.0 8.4 0.0 0.011 TL 9.33 PV Pipe: 16 -49.1 1.682 PL 7.33 PF 0.5 M5 11.2 0.0 8.4 0.0 7.1 120 FTG ---- PE 0.0 M6 11.2 0.0 8.9 0.0 0.069 TL 7.33 PV Pipe: 17 -80.4 1.682 PL 32.17 PF 5.5 M6 11.2 0.0 8.9 0.0 11.6 120 FTG ---- PE 0.0 M7 11.2 0.0 14.4 0.0 0.171 TL 32.17 PV Pipe: 18 -80.4 1.682 PL 26.25 PF 7.9 M7 11.2 0.0 14.4 0.0 11.6 120 FTG 2ET PE -8.1 Ti 30.0 0.0 14.2 0.0 0.171 TL 46.25 PV Pipe: 19 -1.8 2.157 PL 136.00 PF 0.0 El 30.0 0.0 14.2 0.0 0.2 120 FTG 2T PE 0.0 E2 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 20 -1.8 2.157 PL 136.00 PF 0.0 E3 30.0 0.0 14.2 0.0 0.2 120 FTG 2T PE 0.0 E4 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 21 -1.8 2.157 PL 136.00 PF 0.0 E5 30.0 0.0 14.2 0.0 0.2 120 FTG 2T PE 0.0 E6 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 22 -1.8 2.157 PL 136.00 PF 0.0 E7 30.0 0.0 14.2 0.0 0.2 120 FTG 2T PE 0.0 E8 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 23 -1.9 2.157 PL 136.00 PF 0.0 E9 30.0 0.0 14.2 0.0 0.2 120 FTG 2T PE 0.0 E10 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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: 24 -1.9 2.157 PL 136.00 PF 0.0 Eli 30.0 0.0 14.2 0.0 0.2 120 FTG 2T PE 0.0 E12 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 25 -2.0 2.157 PL 136.00 PF 0.0 E13 30.0 0.0 14.2 0.0 0.2 120 FTC 2T PE 0.0 E14 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 26 -2.2 2.157 PL 136.00 PF 0.0 E15 30.0 0.0 14.2 0.0 0.2 120 FTC 2T PE 0.0 E16 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 27 -2.5 2.157 PL 136.00 PF 0.0 E17 30.0 0.0 14.2 0.0 0.2 120 FTC 2T PE 0.0 E18 30.0 0.0 14.2 0.0 0.000 TL 160.00 PV Pipe: 28 -3.6 2.157 PL 136.00 PF 0.0 E19 30.0 0.0 14.2 0.0 0.3 120 FTC 2T PE 0.0 E20 30.0 0.0 14.3 0.0 0.000 TL 160.00 PV Pipe: 29 -4.7 2.157 PL 136.00 PF 0.0 E21 30.0 0.0 14.3 0.0 0.4 120 FTC 2T PE 0.0 E22 30.0 0.0 14.3 0.0 0.000 TL 160.00 PV Pipe: 30 -5.8 2.157 PL 136.00 PF 0.1 E23 30.0 0.0 14.3 0.0 0.5 120 FTC 2T PE 0.0 E24 30.0 0.0 14.3 0.0 0.000 TL 160.00 PV Pipe: 31 -7.0 2.157 PL 136.00 PF 0.1 E25 30.0 0.0 14.3 0.0 0.6 120 FTC 2T PE 0.0 E26 30.0 0.0 14.4 0.0 0.001 TL 160.00 PV Pipe: 32 -8.3 2.157 PL 136.00 PF 0.1 E27 30.0 0.0 14.3 0.0 0.7 120 FTC 2T PE 0.0 E28 30.0 0.0 14.4 0.0 0.001 TL 160.00 PV Pipe: 33 -9.6 2.157 PL 136.00 PF 0.2 E29 30.0 0.0 14.3 0.0 0.8 120 FTC 2T PE 0.0 E30 30.0 0.0 14.4 0.0 0.001 TL 160.00 PV Pipe: 34 -11.1 2.157 PL 136.00 PF 0.2 E31 30.0 0.0 14.3 0.0 1.0 120 FTC 2T PE 0.0 E32 30.0 0.0 14.5 0.0 0.001 TL 160.00 PV Pipe: 35 -12.6 2.157 PL 136.00 PF 0.3 E33 30.0 0.0 14.3 0.0 1.1 120 FTC 2T PE 0.0 E34 30.0 0.0 14.6 0.0 0.002 TL 160.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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: 36 1.8 4.260 PL 11.00 PF 0.0 El 30.0 0.0 14.2 0.0 0.0 120 FTG ---- PE 0.0 E3 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 37 3.5 4.260 PL 11.00 PF 0.0 E3 30.0 0.0 14.2 0.0 0.1 120 FTG ---- PE 0.0 E5 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 38 5.3 4.260 PL 11.00 PF 0.0 E5 30.0 0.0 14.2 0.0 0.1 120 FTG ---- PE 0.0 E7 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 39 7.1 4.260 PL 11.00 PF 0.0 E7 30.0 0.0 14.2 0.0 0.2 120 FTG ---- PE 0.0 E9 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 40 9.0 4.260 PL 6.00 PF 0.0 E9 30.0 0.0 14.2 0.0 0.2 120 FTG ---- PE 0.0 Eli 30.0 0.0 14.2 0.0 0.000 TL 6.00 PV Pipe: 41 10.9 4.260 PL 11.00 PF 0.0 Eli 30.0 0.0 14.2 0.0 0.2 120 FTG ---- PE 0.0 E13 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 42 12.9 4.260 PL 11.00 PF 0.0 E13 30.0 0.0 14.2 0.0 0.3 120 FTG ---- PE 0.0 E15 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 43 15.1 4.260 PL 10.00 PF 0.0 E15 30.0 0.0 14.2 0.0 0.3 120 FTG ---- PE 0.0 Ti 30.0 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 44 -65.3 4.260 PL 1.00 PF 0.0 Ti 30.0 0.0 14.2 0.0 1.5 120 FTG ---- PE 0.0 E17 30.0 0.0 14.2 0.0 0.001 TL 1.00 PV Pipe: 45 -62.8 4.260 PL 11.00 PF 0.0 E17 30.0 0.0 14.2 0.0 1.4 120 FTG ---- PE 0.0 E19 30.0 0.0 14.2 0.0 0.001 TL 11.00 PV Pipe: 46 -59.1 4.260 PL 11.00 PF 0.0 E19 30.0 0.0 14.2 0.0 1.3 120 FTG ---- PE 0.0 E21 30.0 0.0 14.3 0.0 0.001 TL 11.00 PV Pipe: 47 -54.4 4.260 PL 11.00 PF 0.0 E21 30.0 0.0 14.3 0.0 1.2 120 FTG ---- PE 0.0 E23 30.0 0.0 14.3 0.0 0.001 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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: 48 -48.6 4.260 PL 11.00 PF 0.0 E23 30.0 0.0 14.3 0.0 1.1 120 FTG ---- PE 0.0 E25 30.0 0.0 14.3 0.0 0.001 TL 11.00 PV Pipe: 49 -41.6 4.260 PL 11.00 PF 0.0 E25 30.0 0.0 14.3 0.0 0.9 120 FTG ---- PE 0.0 E27 30.0 0.0 14.3 0.0 0.001 TL 11.00 PV Pipe: 50 -33.4 4.260 PL 11.00 PF 0.0 E27 30.0 0.0 14.3 0.0 0.8 120 FTG ---- PE 0.0 E29 30.0 0.0 14.3 0.0 0.000 TL 11.00 PV Pipe: 51 -23.7 4.260 FL 11.00 PF 0.0 E29 30.0 0.0 14.3 0.0 0.5 120 FTG ---- PE 0.0 E31 30.0 0.0 14.3 0.0 0.000 TL 11.00 PV Pipe: 52 -12.6 4.260 FL 11.00 PF 0.0 E31 30.0 0.0 14.3 0.0 0.3 120 FTG ---- PE 0.0 E33 30.0 0.0 14.3 0.0 0.000 TL 11.00 PV Pipe: 53 -1.8 4.260 FL 11.00 PF 0.0 E2 30.0 0.0 14.2 0.0 0.0 120 FTG ---- PE 0.0 E4 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 54 -3.5 4.260 FL 11.00 PF 0.0 E4 30.0 0.0 14.2 0.0 0.1 120 FTG ---- PE 0.0. E6 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 55 -5.3 4.260 FL 11.00 PF 0.0 E6 30.0 0.0 14.2 0.0 0.1 120 FTG ---- FE 0.0 E8 30.0 . 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 56 -7.1 4.260 FL 11.00 PF 0.0 E8 30.0 0.0 14.2 0.0 0.2 120 FTG ---- FE 0.0 E10 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 57 -9.0 4.260 FL 6.00 PF 0.0 E10 30.0 0.0 14.2 . 0.0 0.2 120 FTG ---- FE 0.0 E12 30.0 0.0 14.2 0.0 0.000 TL 6.00 PV Pipe: 58 -10.9 4.260 PL 11.00 PF 0.0 E12 30.0 0.0 14.2 0.0 0.2 120 FTG ---- FE 0.0 E14 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV Pipe: 59 -12.9 4.260 FL 11.00 PF 0.0 E14 30.0 0.0 14.2 0.0 0.3 120 FTG ---- PE 0.0 E16 30.0 0.0 14.2 0.0 0.000 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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: 60 -15.1 4.260 PL 10.00 PF 0.0 E16 30.0 0.0 14.2 0.0 0.3 120 FTG ---- PE 0.0 T2 30.0 0.0 14.2 0.0 0.000 TL 10.00 PV Pipe: 61 -89.2 4.260 PL 1.00 PF 0.0 T2 30.0 0.0 14.2 0.0 2.0 120 FTG ---- PE 0.0 E18 30.0 0.0 14.2 0.0 0.002 TL 1.00 PV Pipe: 62 -91.7 4.260 PL 11.00 PF 0.0 E18 30.0 0.0 14.2 0.0 2.1 120 FTG ---- PE 0.0 E20 30.0 0.0 14.3 0.0 0.002 TL 11.00 PV Pipe: 63 -95.3 4.260 Pb 11.00 PF 0.0 E20 30.0 0.0 14.3 0.0 2.1 120 FTG ---- PE 0.0 E22 30.0 0.0 14.3 0.0 0.003 TL 11.00 PV Pipe: 64 -100.0 4.260 Pb 11.00 PF 0.0 E22 30.0 0.0 14.3 0.0 2.3 120 FTG ---- PE 0.0 E24 30.0 0.0 14.3 0.0 0.003 TL 11.00 PV Pipe: 65 -105.8 4.260 Pb 11.00 PF 0.0 E24 30.0 0.0 14.3 0.0 2.4 120 FTG ---- PE 0.0 E26 30.0 0.0 14.4 0.0 0.003 TL 11.00 PV Pipe: 66 -112.8 4.260 Pb 11.00 PF 0.0 E26 30.0 0.0 14.4 0.0 2.5 120 FTG ---- PE 0.0 E28 30.0 0.0 14.4 0.0 0.003 TL 11.00 PV Pipe: 67 -121.1 4.260 Pb 11.00 PF 0.0 E28 30.0 0.0 14.4 0.0 2.7 120 FTG ---- PE 0.0 E30 30.0 0.0 14.4 0.0 0.004 TL 11.00 PV Pipe: 68 -130.7 4.260 Pb 11.00 PF 0.1 E30 30.0 0.0 14.4 0.0 2.9 120 FTG ---- PE 0.0 E32 30.0 0.0 14.5 0.0 0.005 TL 11.00 PV Pipe: 69 -141.8 4.260 PL 11.00 PF 0.1 E32 30.0 0.0 14.5 0.0 3.2 120 FTG ---- PE 0.0 E34 30.0 0.0 14.6 0.0 0.005 TL 11.00 PV Pipe: 70 -154.4 4.260 Pb 6.00 PF 0.2 E34 30.0 0.0 14.6 0.0 3.5 120 FTG 2E PE 0.0 TR1 30.0 0.0 14.8 0.0 0.006 TL 32.00 PV Pipe: 71 -154.4 6.357 Pb 29.50 PF 0.0 TR1 30.0 0.0 14.8 0.0 1.6 120 FTG ---- PE 12.8 BR1 0.5 0.0 27.6 0.0 0.001 TL 29.50 Pv I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA 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: 72 -154.4 8.390 PL 10.00 PF 0.0 BR1 0.5 0.0 27.6 0.0 0.9 140 FTG ---- PE 1.5' Dli -3.0 0.0 29.1 0.0 0.000 TL 10.00 PV Pipe: 73 -154.4 7.758 PL 73.25 PF 0.0 Dli -3.0 0.0 29.1 0.0 1.0 150 FTG T2LCG PE 0.0 UG -3.0 H.S. 29.1 100.0 0.000 TL 169.06 PV Pipe: 74 -254.4 7.758 PL 430.50 PF 0.3 UG -3.0 H.S. 29.1 100.0 1.7 150 FTG 2L PE 0.0 UG1 -3.0 0.0 29.4 0.0 0.001 TL 453.14 PV Pipe: 75 -254.4 7.758 PL 515.50 PF 0.3 UG1 -3.0 0.0 29.4 0.0 1.7 150 FTG 3L PE 0.0 UG2 -3.0 0.0 29.7 0.0 0.001 TL 549.46 PV Pipe: 76 -254.4 7.758 PL 395.50 PF 0.3 UG2 -3.0 0.0 29.7 0.0 1.7 150 FTG T2L PE 0.0 UG3 -3.0 0.0 29.9 0.0 0.001 TL 448.63 PV Pipe: 77 -254.4 7.758 PL 6.00 PF 0.0 UG3 -3.0 0.0 29.9 0.0 1.7 150 FTG E PE 0.0 UG4 -3.0 0.0 29.9 0.0 0.001 TL 21.68 PV Pipe: 78 -254.4 8.390 PL 6.00 PF 0.0 UG4 -3.0 0.0 29.9 0.0 1.5 140 FTG T PE -2.6 BF1 3.0 0.0 27.4 0.0 0.000 TL 65.00 PV Pipe: 79 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 34.4 0.0 7.0 psi, 254.4 gpm BF1 3.0 0.0 27.4 0.0 Pipe: 80 -254.4 8.390 PL 6.00 PF 0.0 BF2 3.0 0.0 34.4 0.0 1.5 140 FTG 2L PE 2.6 UG5 -3.0 0.0 37.0 0.0 0.000 TL 50.00 PV Pipe: 81 -254.4 7.758 FL 82.00 PF 0.1 UG5 -3.0 0.0 37.0 0.0 1.7 150 FTG TG PE -1.3 SRC 0.0 SRCE 35.8 (N/A) 0.001 TL 115.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA NOTES: Calculations were performed by the HASS 7.8 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 0.065 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.6 ft/sec at pipe 17. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- FD 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 2.157 6.00 12.00 3.00 14.00 7.00 1.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 D N DPVlv NPTee 12.00 10.00 12.00 12.00 26.00 26.00 35.00 38.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA PAGE: H MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee L C B G A 7.758 15.68 30.49 11.32 39.20 10.45 3.48 0.00 0.00 0.00 WATER SUPPLY ANALYSIS 140.0 G AL 12 . 0 U G E P R 84.0 E S S U R E 56.0 p S i 28.0 Wei —14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\EAST AREA.SDF JOB TITLE: EAST AREA WATER SUPPLY CURVE 120+ *0\\\\\\\\\\\ I \\\\\\\\\\\\ I * <-112.5 psi @ 1185 gpm 110+ Flow Test Point 100+ 90+ P 80+ R I E I S I S 70+ U I R I E 60+ P I S I I 50+ 40+ Ix 30+ 20+ LEGEND U I, I X = Required Water Supply to I 35.75 psi @ 254.4 gpm 10+ I 0 = Available Water Supply I 116.74 psi @ 254.4 gpm 0++—+---+----+------+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. CALC #3 12232 THATCHER COURT WEST AREA POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR INVITROGEN 5791 VAN ALLEN WAY CARLSBAD, CA 92008 "FILE NUMBER: C-2133 DATE: AUG 23, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM AREA OF APPLICATION: 1026 SQ.FT. -QR. RED. COVERAGE PER SPRINKLER: 225 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 183.5 gpm TOTAL WATER REQUIRED (including hose): 383.6 gpm FLOW AND PRESSURE (@ BOR) : 183.5 GPM @ 56.3 PSI SPRINKLER K-FACTOR: 5.6 K NAME OF CONTRACTOR: ALL TECH BUILDERS, INC. DESIGN/LAYOUT BY: G'. LOERA AUTHORITY HAVING JURISDICTION: CARLSBAD, CA CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA 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 1185.0 116.4 383.6 64.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 383.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 183.6 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT"2) (GPM/FT'2) 51 10.0 K= 5.60 13.0 20.2 196.0 0.100 0.103 S2 10.0 K= 5.60 14.0 21.0 196.0 0.100 0.107 S3 10.0 K= 5.60 18.0 23.8 196.0 0.100 0.121 S4 10.0 K= 5.60 24.1 27.5 196.0 0.100 0.140 S5 10.0 K= 5.60 12.3 19.6 196.0 0.100 0.100 S6 10.0 K= 5.60 13.0 20.2 196.0 0.100 0.103 S7 10.0 K= 5.60 17.1 23.2 196.0 0.100 0.118 S8 10.0 K= 5.60 25.2 28.1 196.0 0.100 0.143 1 11.8 - - - - 14.1 --- 2 11.8 - - - - 15.3 --- 3 11.8 - - - - 19.8 --- 4 11.8 - - - - 26.6 --- 5 11.8 - - - - 13.2 --- 6 11.8 - - - - 14.1 --- 7 11.8 - - - - 18.8 --- 8 11.8 - - - - 27.8 - - - Wi 30.0 - - - - 43.3 --- W2 30.0 - - - - 43.3 --- W3 30.0 - - - - 43.3 --- W4 30.0 - - - - 43.3 --- W5 30.0 - - - - 43.3 --- W6 30.0 - - - - 43.3 --- W7 30.0 - - - - 43.3 --- W8 30.0 - - - - 43.3 --- W9 30.0 - - - - 43.3 --- Wi0 30.0 - - - - 43.3 - - - Wil 30.0 - - - - 43.3 --- W12 30.0 - - - - 43.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT"2) (GPM/FT-2) W13 30.0 - - - - 43.3 --- W14 30.0 - - - - 43.3 --- W15 30.0 - - - - 43.3 --- W16 30.0 - - - - 43.3 --- W17 30.0 - - - - 43.3 --- W20 30.0 - - - - 43.3 --- W21 30.0 - - - - 43.3 --- W22 30.0 - - - - 43.3 --- W23 30.0 - - - - 43.3 --- W24 30.0 - - - - 43.3 --- W25 30.0 - - - - 43.3 --- W25A 30.0 - - - - 43.3 --- W26 30.0 - - - - 43.3 --- W27 30.0 - - - - 43.3 --- W28 30.0 - - - - 43.3 --- W29 30.0 - - - - 43.3 --- W30 30.0 - - - - 43.3 --- W31 30.0 - - - - 43.3 --- W32 30.0 - - - - 43.4 --- W33 30.0 - - - - 43.4 --- W34 30.0 - - - - 43.4 --- W35 30.0 - - - - 43.4 --- W36 30.0 - - - - 43.4 - - - Ml 11.8 - - - - 29.2 --- M2 11.8 - - - - 30.1 --- M3 11.8 - - - - 30.4 - - - Ti 11.8 - - - - 39.3 --- T2 30.0 - - - - 43.2 --- TR2 30.0 - - - - 43.5 --- BR2 0.5 - - - - 56.3 --- DI-2 -3.0 - - - - 57.8 - - - UGA -3.0 HOSE STREAM 57.9 100.0 UG1 -3.0 - - - - 58.2 --- UG2 -3.0 - - - - 58.5 --- UG3 -3.0 - - - - 58.8 --- UG4 -3.0 - - - - 58.9 --- UG5 -3.0 - - - - 65.9 --- BF1 3.0 - - - - 56.3 --- BF2 3.0 - - - - 63.3 - - - SRC 0.0 SOURCE 64.7 283.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -20.2 1.049 PL 9.00 PF 1.9 Si 10.0 5.6 13.0 20.2 7.5 120 FTG T PE -0.8 1 11.8 0.0 14.1 0.0 0.133 TL 14.00 PV Pipe: 2 -21.0 1.049 PL 9.00 PF 2.0 S2 10.0 5.6 14.0 21.0 7.8 120 FTG T PE -0.8 2 11.8 0.0 15.3 0.0 0.142 TL 14.00 PV Pipe: 3 -23.8 1.049 PL 9.00 PF 2.5 S3 10.0 5.6 18.0 23.8 8.8 120 FTG T PE -0.8 3 11.8 0.0 19.8 0.0 0.179 TL 14.00 PV Pipe: 4 -27.5 1.049 PL 9.00 PF 3.3 S4 10.0 5.6 24.1 27.5 10.2 120 FTG T PE -0.8 4 11.8 0.0 26.6 0.0 0.234 TL 14.00 PV Pipe: 5 -19.6 1.049 PL 9.00 PF 1.8 S5 10.0 5.6 12.3 19.6 7.3 120 FTG T PE -0.8 5 11.8 0.0 13.2 0.0 0.125 TL 14.00 PV Pipe: 6 -20.2 1.049 PL 9.00 PF 1.9 S6 10.0 5.6 13.0 20.2 7.5 120 FTG T PE -0.8 6 11.8 0.0 14.1 0.0 0.133 TL 14.00 PV Pipe: 7 -23.2 1.049 PL 9.00 PF 2.4 S7 10.0 5.6 17.1 23.2 8.6 120 FTG T PE -0.8 7 11.8 0.0 18.8 0.0 0.171 TL 14.00 PV Pipe: 8 -28.1 1.049 PL 9.00 PF 3.4 S8 10.0 5.6 25.2 28.1 10.4 120 FTG T PE -0.8 8 11.8 0.0 27.8 0.0 0.244 TL 14.00 PV Pipe: 9 -20.2 1.080 PL 10.00 PF 1.2 1 11.8 0.0 14.1 0.0 7.1 120 FTG ---- PE 0.0 2 11.8 0.0 15.3 0.0 0.115 TL 10.00 PV Pipe: 10 -41.2 1.080 PL 10.42 PF 4.5 2 11.8 0.0 15.3 0.0 14.4 120 FTG ---- PE 0.0 3 11.8 0.0 19.8 0.0 0.430 TL 10.42 PV Pipe: 11 -65.0 1.080 PL 3.67 PF 9.4 3 11.8 0.0 19.8 0.0 22.8 120 FTG T PE 0.0 Ml 11.8 0.0 29.2 0.0 0.998 TL 9.43 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/23/2007 Z:\C-JOBS\C--2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 12 4 11.8 0.0 Ml 11.8 0.0 Pipe: 13 5 11.8 0.0 6 11.8 0.0 Pipe: 14 6 11.8 0.0 7 11.8 0.0 Pipe: 15 7 11.8 0.0 M2 11.8 0.0 Pipe: 16 8 11.8 D.0 M3 11.8 0.0 Pipe: 17 Ml 11.8 0.0 M2 11.8 0.0 Pipe: 18 M2 11.8 0.0 M3 11.8 0.0 Pipe: 19 M3 11.8 0.0 Ti 11.8 0.0 Pipe: 20 Ti 11.8 0.0 T2 30.0 0.0 Pipe: 21 Wi 30.0 0.0 W20 30.0 D.0 Pipe: 22 W2 30.0 0.0 W21 30.0 0.0 Pipe: 23 W3 30.0 0.0 W22 30.0 D.0 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) -27.5 1.080 PL 6.75 PF 2.5 26.6 0.0 9.6 120 FTG T PE 0.0 29.2 0.0 0.203 TL 12.51 PV -19.6 1.080 PL 8.00 PF 0.9 13.2 0.0 6.9 120 FTG ---- PE 0.0 14.1 0.0 0.109 TL 8.00 PV -39.8 1.080 PL 11.50 PF 4.6 14.1 0.0 13.9 120 FTG ---- FE 0.0 18.8 0.0 0.403 TL 11.50 PV -63.0 1.080 PL 6.25 PF 11.3 18.8 0.0 22.1 120 FTG T FE 0.0 30.1 0.0 0.943 TL 12.01 PV -28.1 1.080 PL 6.25 PF 2.5 27.8 0.0 9.8 120 FTG T PE 0.0 30.4 0.0 0.212 TL 12.01 PV -92.5 2.157 PL 13.67 PF 0.9 29.2 0.0 8.1 120 FTG ---- FE 0.0 30.1 0.0 0.066 TL 13.67 PV -155.4 2.157 FL 1.75 PF 0.3 30.1 0.0 13.6 120 FTG ---- FE 0.0 30.4 0.0 0.173 TL 1.75 PV -183.5 2.157 PL 26.00 PF 8.9 30.4 0.0 16.1 120 FTG 2E FE 0.0 39.3 0.0 0.235 TL 38.00 PV -183.5 2.157 PL 32.50 PF 11.9 39.3 0.0 16.1 120 FTG ET FE -7.9 43.2 0.0 0.235 TL 50.50 PV 5.2 2.157 FL 120.33 PF 0.0 43.3 0.0 0.5 120 FTG 2T FE 0.0 43.3 0.0 0.000 TL 144.33 PV 5.2 2.157 FL 120.33 PF 0.0 43.3 0.0 0.5 120 FTG 2T FE 0.0 43.3 0.0 0.000 TL 144.33 PV 5.2 2.157 FL 120.33 PF 0.0 43.3 0.0 0.5 120 FTG 2T FE 0.0 43.3 0.0 0.000 TL 144.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA 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: 24 5.4 2.157 PL 120.33 PF 0.0 W4 30.0 0.0 43.3 0.0 0.5 120 FTG 2T PE 0.0 W23 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 25 5.6 2.157 PL 120.33 PF 0.1 W5 30.0 0.0 43.3 0.0 0.5 120 FTG 2T PE 0.0 W24 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 26 4.5 2.157 PL 120.33 PF 0.0 W6 30.0 0.0 43.3 0.0 0.4 120 FTG 2T PE 0.0 W25 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 27 2.1 2.157 PL 120.33 PF 0.0 W7 30.0 0.0 43.3 0.0 0.2 120 FTG 2T PE 0.0 W26 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 28 1.2 2.157 PL 120.33 PF 0.0 W8 30.0 0.0 43.3 0.0 0.1 120 FTG 2T PE 0.0 W27 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 29 -0.9 2.157 PL 120.33 PF 0.0 W9 30.0 0.0 43.3 0.0 0.1 120 FTG 2T PE 0.0 W28 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 30 -1.9 2.157 PL 120.33 PF 0.0 W10 30.0 0.0 43.3 0.0 0.2 120 FTG 2T PE 0.0 W29 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 31 -2.6 2.157 PL 120.33 PF 0.0 Wil 30.0 0.0 43.3 0.0 0.2 120 FTG 2T PE 0.0 W30 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 32 -3.2 2.157 PL 120.33 PF 0.0 W12 30.0 0.0 43.3 0.0 0.3 120 FTG 2T PE 0.0 W31 30.0 0.0 43.3 0.0 0.000 TL 144.33 PV Pipe: 33 -3.9 2.157 PL 120.33 PF 0.0 W13 30.0 0.0 43.3 0.0 0.3 120 FTG 2T PE 0.0 W32 30.0 0.0 43.4 0.0 0.000 TL 144.33 PV Pipe: 34 -4.5 2.157 PL 120.33 PF 0.0 W14 30.0 0.0 43.3 0.0 0.4 120 FTG 2T PE 0.0 W33 30.0 0.0 43.4 0.0 0.000 TL 144.33 PV Pipe: 35 -5.1 2.157 PL 120.33 PF 0.0 W15 30.0 0.0 43.3 0.0 0.5 120 FTG 2T PE 0.0 W34 30.0 0.0 43.4 0.0 0.000 TL 144.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA 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: 36 -5.8 2.157 PL 120.33 PF 0.1 W16 30.0 0.0 43.3 0.0 0.5 120 FTG 2T PE 0.0 W35 30.0 0.0 43.4 0.0 0.000 TL 144.33 PV Pipe: 37 -6.4 2.157 PL 120.33 PF 0.1 W17 30.0 0.0 43.3 0.0 0.6 120 FTG 2T PE 0.0 W36 30.0 0.0 43.4 0.0 0.000 TL 144.33 PV Pipe: 38 -5.2 4.260 PL 11.00 PF 0.0 Wi 30.0 0.0 43.3 0.0 0.1 120 FTG ---- PE 0.0 W2 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 39 -10.4 4.260 PL 11.00 PF 0.0 W2 30.0 0.0 43.3 0.0 0.2 120 FTG ---- PE 0.0 W3 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 40 -15.6 4.260 PL 11.00 PF 0.0 W3 30.0 0.0 43.3 0.0 0.4 120 FTG ---- PE 0.0 W4 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 41 -20.9 4.260 PL 11.00 PF 0.0 W4 30.0 0.0 43.3 0.0 0.5 120 FTG ---- PE 0.0 W5 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 42 -26.5 4.260 PL 6.00 PF 0.0 W5 30.0 0.0 43.3 0.0 0.6 120 FTG ---- PE 0.0 W6 30.0 0.0 43.3 0.0 0.000 TL 6.00 PV Pipe: 43 -31.0 4.260 PL 11.00 PF 0.0 W6 30.0 0.0 43.3 0.0 0.7 120 FTG ---- PE 0.0 W7 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 44 -33.1 4.260 PL 11.00 PF 0.0 W7 30.0 0.0 43.3 0.0 0.7 120 FTG ---- PE 0.0 W8 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 45 -34.3 4.260 PL 11.00 PF 0.0 W8 30.0 0.0 43.3 0.0 0.8 120 FTG ---- PE 0.0 W9 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 46 -33.4 4.260 PL 11.00 PF 0.0 W9 30.0 0.0 43.3 0.0 0.8 120 FTG ---- PE 0.0 W10 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 47 -31.6 4.260 PL 11.00 PF 0.0 W10 30.0 0.0 43.3 0.0 0.7 120 FTG ---- PE 0.0 wil 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA 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: 48 -29.0 4.260 PL 11.00 PF 0.0 W11 30.0 0.0 43.3 0.0 0.7 120 FTG ---- PE 0.0 W12 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 49 -25.8 4.260 FL 11.00 PF 0.0 W12 30.0 0.0 43.3 0.0 0.6 120 FTG ---- PE 0.0 W13 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 50 -21.9 4.260 PL 11.00 PF 0.0 W13 30.0 0.0 43.3 0.0 0.5 120 FTG ---- PE 0.0 W14 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 51 -17.4 4.260 PL 11.00 PF 0.0 W14 30.0 0.0 43.3 0.0 0.4 120 FTG ---- PE 0.0 W15 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 52 -12.2 4.260 PL 11.00 PF 0.0 W15 30.0 0.0 43.3 0.0 0.3 120 FTG ---- PE 0.0 W16 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 53 -6.4 4.260 PL 11.00 PF 0.0 W16 30.0 0.0 43.3 0.0 0.1 120 FTG ---- PE 0.0 W17 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 54 5.2 4.260 PL 11.00 PF 0.0 W20 30.0 0.0 43.3 0.0 0.1 120 FTG ---- PE 0.0 W21 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 55 10.4 4.260 PL 11.00 PF 0.0 W21 30.0 0.0 43.3 0.0 0.2 120 FTG ---- FE 0.0 W22 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 56 15.6 4.260 PL 11.00 PF 0.0 W22 30.0 0.0 43.3 0.0 0.4 120 FTG ---- PE 0.0 W23 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 57 20.9 4.260 FL 11.00 PF 0.0 W23 30.0 0.0 43.3 0.0 0.5 120 FTG ---- FE 0.0 W24 30.0 0.0 43.3 0.0 0.000 TL 11.00 PV Pipe: 58 26.5 4.260 PL 3.00 PF 0.0 W24 30.0 0.0 43.3 0.0 0.6 120 FTG ---- PE 0.0 T2 30.0 0.0 43.2 0.0 0.000 TL 3.00 PV Pipe: 59 -157.0 4.260 PL 3.00 PF 0.0 T2 30.0 0.0 43.2 0.0 3.5 120 FTG ---- PE 0.0 W25 30.0 0.0 43.3 0.0 0.006 TL 3.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 60 W25 30.0 0.0 W25A 30.0 0.0 Pipe: 61 W25A 30.0 0.0 W26 30.0 0.0 Pipe: 62 W26 30.0 0.0 W27 30.0 0.0 Pipe: 63 W27 30.0 0.0 W28 30.0 0.( Pipe: 64 W28 30.0 0.0 W29 30.0 0.0 Pipe: 65 W29 30.0 0.( W30 30.0 0.( Pipe: 66 W30 30.0 0.( W31 30.0 0.0 Pipe: 67 W31 30.0 0.0 W32 30.0 0.0 Pipe: 68 W32 30.0 0.( W33 30.0 0.( Pipe: 69 W33 30.0 0.( W34 30.0 0.( Pipe: 70 W34 30.0 0.( W35 30.0 D.c Pipe: 71 W35 30.0 0.( W36 30.0 0.( Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) -152.6 4.260 PL 4.00 PF 0.0 43.3 0.0 3.4 120 FTG ---- PE 0.0 43.3 0.0 0.006 TL 4.00 PV -152.6 6.357 PL 7.00 PF 0.0 43.3 0.0 1.5 120 FTG ---- PE 0.0 43.3 0.0 0.001 TL 7.00 PV -150.5 6.357 PL 11.00 PF 0.0 43.3 0.0 1.5 120 FTG ---- PE 0.0 43.3 0.0 0.001 TL 11.00 PV -149.2 6.357 PL 11.00 PF 0.0 43.3 0.0 1.5 120 FTG ---- PE 0.0 43.3 0.0 0.001 TL 11.00 PV -150.1 6.357 PL 11.00 PF 0.0 43.3 0.0 1.5 120 FTG ---- PE 0.0 43.3 0.0 0.001 TL 11.00 PV -152.0 6.357 PL 11.00 PF 0.0 43.3 0.0 1.5 120 FTG ---- PE 0.0 43.3 0.0 0.001 TL 11.00 PV -154.5 6.357 PL 11.00 PF 0.0 43.3 0.0 1.6 120 FTG ---- PE 0.0 43.3 0.0 0.001 TL 11.00 PV -157.8 6.357 PL 11.00 PF 0.0 43.3 0.0 1.6 120 FTG ---- PE 0.0 43.4 0.0 0.001 TL 11.00 PV -161.6 6.357 PL 11.00 PF 0.0 43.4 0.0 1.6 120 FTG ---- PE 0.0 43.4 0.0 0.001 TL 11.00 PV -166.2 6.357 PL 11.00 PF 0.0 43.4 0.0 1.7 120 FTG ---- PE 0.0 43.4 0.0 0.001 TL 11.00 PV -171.3 6.357 PL 11.00 PF 0.0 43.4 0.0 1.7 120 FTG ---- PE 0.0 43.4 0.0 0.001 TL 11.00 PV -177.1 6.357 PL 11.00 PF 0.0 43.4 0.0 1.8 120 FTG ---- FE 0.0 43.4 0.0 0.001 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA 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: 72 -183.5 6.357 PL 19.00 PF 0.1 W36 30.0 0.0 43.4 0.0 1.9 120 FTG 2E PE 0.0 TR2 30.0 0.0 43.5 0.0 0.001 TL 55.00 PV Pipe: 73 -183.5 6.357 FL 29.50 PF 0.0 TR2 30.0 0.0 43.5 0.0 1.9 120 FTG ---- PE 12.8 BR2 0.5 0.0 56.3 0.0 0.001 TL 29.50 FV Pipe: 74 -183.5 8.385 PL 10.00 PF 0.0 BR2 0.5 0.0 56.3 0.0 1.1 140 FTG ---- PE 1.5 DI-2 -3.0 0.0 57.8 0.0 0.000 TL 10.00 PV Pipe: 75 -183.5 7.758 PL 73.25 PF 0.1 DI-2 -3.0 0.0 57.8 0.0 1.2 150 FTG T2LCG PE 0.0 UGA -3.0 H.S. 57.9 100.0 0.000 TL 169.06 PV Pipe: 76 -283.5 7.758 PL 430.50 PF 0.3 UGA -3.0 H.S. 57.9 100.0 1.9 150 FTG 2L FE 0.0 UG1 -3.0 0.0 58.2 0.0 0.001 TL 453.14 PV Pipe: 77 -283.5 7.758 FL 515.50 PF 0.4 UG1 -3.0 0.0 58.2 0.0 1.9 150 FTG 3L FE 0.0 UG2 -3.0 0.0 58.5 0.0 0.001 TL 549.46 PV Pipe: 78 -283.5 7.758 PL 395.50 PF 0.3 UG2 -3.0 0.0 58.5 0.0 1.9 150 FTG T2L PE 0.0 UG3 -3.0 0.0 58.8 0.0 0.001 TL 448.63 PV Pipe: 79 -283.5 7.758 FL 6.00 PF 0.0 UG3 -3.0 0.0 58.8 0.0 1.9 150 FTG E FE 0.0 UG4 -3.0 0.0 58.9 0.0 0.001 TL 21.68 PV Pipe: 80 -283.5 8.390 FL 6.00 PF 0.0 UG4 -3.0 0.0 58.9 0.0 1.6 140 FTG 2L PE -2.6 BF1 3.0 0.0 56.3 0.0 0.001 TL 50.00 PV Pipe: 81 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 63.3 0.0 7.0 psi, 283.5 gpm BF1 3.0 0.0 56.3 0.0 Pipe: 82 -283.5 8.390 PL 6.00 PF 0.0 BF2 3.0 0.0 63.3 0.0 1.6 140 FTG T FE 2.6 UGS -3.0 0.0 65.9 0.0 0.001 TL 65.00 PV Pipe: 83 -283.6 7.758 FL 82.00 PF 0.1 UG5 -3.0 0.0 65.9 0.0 1.9 150 FTG TG FE -1.3 SRC 0.0 SRCE 64.7 (N/A) 0.001 TL 115.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA 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) NOTES: Calculations were performed by the HASS 7.8 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 22.8 ft/sec at pipe 11. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 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 DPViv NPTee FD 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatViv AlmChk DPViv NPTee 2.157 6.00 12.00 3.00 14.00 7.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEil ChkViv BfyViv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: H MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee L C B G A 7.758 15.68 30.49 11.32 39.20 10.45 3.48 0.00 0.00 0.00 WATER SUPPLY ANALYSIS 140.0 G AL 12 . 0 U G E P R 84.0 E S S U R E 56.0 p S I 28.0 I, -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA TREE.SDF JOB TITLE: WEST AREA WATER SUPPLY CURVE 120+ *\\0\\\\\\\\\ I \\\\\\\\\\\\ * <-112.5 psi 8 1185 gpm 110+ Flow Test Point 100+ 90+ P 80+ R I E I S I 5 70+ U I R IX E I 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND X = Required Water Supply I 64.70 psi @ 383.6 gpm 10+ 0 = Available Water Supply I 116.44 psi 8 383.6 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ WESTERN FIRE PROTECTION, INC. CALC #4 12232 THATCHER COURT WEST AREA LOOP POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR INVITROGEN 5791 VAN ALLEN WAY CARLSBAD, CA 92008 "FILE NUMBER: C-2133 DATE: AUG 23, 2007 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM AREA OF APPLICATION: 944.0 SQ.FT. *QR. RED. COVERAGE PER SPRINKLER: 196 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 129.8 gpm TOTAL WATER REQUIRED (including hose) : 329.8 gpm FLOW AND PRESSURE (@ BOR) : 129.8 GPM @ 53.1 PSI SPRINKLER K-FACTOR: 5.6 K NAME OF CONTRACTOR: ALL TECH BUILDERS, INC. DESIGN/LAYOUT BY: G.LOERA AUTHORITY HAVING JURISDICTION: CARLSBAD, CA CONTRACTOR CERTIFICATION NUMBER.: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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 1185.0 116.6 329.8 61.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 329.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 129.8 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT-2) (GPM/FT"2) 51 10.0 K= 5.60 7.2 15.0 150.0 0.100 0.100 S2 10.0 K= 5.60 7.2 15.0 150.0 0.100 0.100 S3 10.0 K= 5.60 7.4 15.3 150.0 0.100 0.102 S4 10.0 K= 5.60 7.4 15.3 150.0 0.100 0.102 S5 10.0 K= 5.60 8.5 16.3 150.0 0.100 0.109 S6 10.0 K= 5.60 8.5 16.3 150.0 0.100 0.109 S7 10.0 K= 5.60 10.7 18.3 150.0 0.100 0.122 S8 10.0 K= 5.60 10.7 18.3 150.0 0.100 0.122 Ml 11.2 - - - - 8.3 --- M2 11.2 - - - - 8.6 --- M3 11.2 - - - - 9.9 --- M4 11.2 - - - - 12.6 - - - MS 11.2 - - - - 29.9 --- 2A 30.0 - - - - 40.2 - - - Wi 30.0 - - - - 40.2 --- W2 30.0 - - - - 40.2 --- W3 30.0 - - - - 40.2 --- W4 30.0 - - - - 40.2 --- W5 30.0 - - - - 40.2 --- W6 30.0 - - - - 40.2 --- W7 30.0 - - - - 40.2 --- W8 30.0 - - - - 40.2 --- W9 30.0 - - - - 40.2 --- W1O 30.0 - - - - 40.2 - - - Wil 30.0 - - - - 40.2 --- W12 30.0 - - - - 40.2 --- W13 30.0 - - - - 40.2 --- W14 30.0 ---- 40.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT"2) (GPM/FT-2) W15 30.0 - - - - 40.2 --- W16 30.0 - - - - 40.2 --- W17 30.0 - - - - 40.2 --- W20 30.0 - - - - 40.2 --- W21 30.0 - - - - 40.2 --- W22 30.0 - - - - 40.2 --- W23 30.0 - - - - 40.2 --- W24 30.0 - - - - 40.2 --- W25 30.0 - - - - 40.2 --- W25A 30.0 - - - - 40.2 --- W26 30.0 - - - - 40.2 --- W27 30.0 - - - - 40.2 --- W28 30.0 - - - - 40.2 --- W29 30.0 - - - - 40.2 --- W30 30.0 - - - - 40.2 --- W31 30.0 - - - - 40.2 --- W32 30.0 - - - - 40.2 --- W33 30.0 - - - - 40.2 --- W34 30.0 - - - - 40.2 --- W35 30.0 - - - - 40.2 --- W36 30.0 - - - - 40.2 --- T2 30.0 - - - - 40.2 --- TR2 30.0 - - - - 40.3 --- BR2 0.5 - - - - 53.1 --- DI-2 -3.0 - - - - 54.6 - - - UGA -3.0 HOSE STREAM 54.6 100.0 UG1 -3.0 - - - - 54.8 --- UG2 -3.0 - - - - 55.1 --- UG3 -3.0 - - - - 55.3 --- UG4 -3.0 - - - - 55.3 k UG5 -3.0 - - - - 62.3 --- BF1 3.0 - - - - 52.7 --- BF2 3.0 - - - - 59.7 - - - SRC 0.0 SOURCE 61.1 229.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -15.0 1.049 PL 17.00 PF 1.7 Si 10.0 5.6 7.2 15.0 5.6 120 FTG T PE -0.5 Ml 11.2 0.0 8.3 0.0 0.076 TL 22.00 PV Pipe: 2 -15.0 1.049 PL 17.00 PF 1.7 S2 10.0 5.6 7.2 15.0 5.6 120 FTG T PE -0.5 Ml 11.2 0.0 8.3 0.0 0.076 TL 22.00 PV Pipe: 3 -15.3 1.049 PL 17.00 PF 1.7 S3 10.0 5.6 7.4 15.3 5.7 120 FTG T PE -0.5 M2 11.2 0.0 8.6 0.0 0.079 TL 22.00 PV Pipe: 4 -15.3 1.049 PL 17.00 PF 1.7 S4 10.0 5.6 7.4 15.3 5.7 120 FTG T PE -0.5 M2 11.2 0.0 8.6 0.0 0.079 TL 22.00 PV Pipe: 5 -16.3 1.049 PL 17.00 PF 2.0 S5 10.0 5.6 8.5 16.3 6.0 120 FTG T PE -0.5 M3 11.2 0.0 9.9 0.0 0.089 TL 22.00 PV Pipe: 6 -16.3 1.049 PL 17.00 PF 2.0 S6 10.0 5.6 8.5 16.3 6.0 120 FTC T PE -0.5 M3 11.2 0.0 9.9 0.0 0.089 TL 22.00 PV Pipe: 7 -18.3 1.049 PL 17.00 PF 2.4 S7 10.0 5.6 10.7 18.3 6.8 120 FTC T PE -0.5 M4 11.2 0.0 12.6 0.0 0.111 TL 22.00 PV Pipe: 8 -18.3 1.049 PL 17.00 PF 2.4 S8 10.0 5.6 10.7 18.3 6.8 120 FTC T PE -0.5 M4 11.2 0.0 12.6 0.0 0.111 TL 22.00 PV Pipe: 9 -30.0 1.682 PL 11.92 PF 0.3 Ml 11.2 0.0 8.3 0.0 4.3 120 FTC ---- PE 0.0 M2 11.2 0.0 8.6 0.0 0.028 TL 11.92 PV Pipe: 10 -60.6 1.682 PL 12.17 PF 1.2 M2 11.2 0.0 8.6 0.0 8.7 120 FTG ---- PE 0.0 M3 11.2 0.0 9.9 0.0 0.101 TL 12.17 PV Pipe: 11 -93.1 1.682 PL 12.17 PF 2.7 M3 11.2 0.0 9.9 0.0 13.4 120 FTC ---- PE 0.0 M4 11.2 0.0 12.6 0.0 0.225 TL 12.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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 -129.8 1.682 PL 26.67 PF 17.3 M4 11.2 0.0 12.6 0.0 18.7 120 FTG ET PE 0.0 M5 11.2 0.0 29.9 0.0 0.415 TL 41.67 PV Pipe: 13 -129.8 1.682 PL 29.33 PF 18.4 MS 11.2 0.0 29.9 0.0 18.7 120 FTG ET PE -8.1 2A 30.0 0.0 40.2 0.0 0.415 TL 44.33 PV Pipe: 14 0.6 2.157 PL 120.33 PF 0.0 Wi 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W20 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 15 0.6 2.157 PL 120.33 PF 0.0 W2 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W21 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 16 0.6 2.157 PL 120.33 PF 0.0 W3 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W22 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 17 0.6 2.157 PL 120.33 PF 0.0 W4 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W23 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 18 0.7 2.157 PL 120.33 PF 0.0 W5 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W24 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 19 0.7 2.157 PL 120.33 PF 0.0 W6 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W25 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 20 0.7 2.157 PL 120.33 PF 0.0 W7 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W26 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 21 0.8 2.157 PL 120.33 PF 0.0 W8 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W27 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 22 0.8 2.157 PL 120.33 PF 0.0 W9 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W28 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 23 0.9 2.157 PL 120.33 PF 0.0 W10 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W29 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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: 24 0.9 2.157 PL 120.33 PF 0.0 Wil 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W30 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 25 1.0 2.157 PL 120.33 PF 0.0 W12 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W31 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 26 0.9 2.157 PL 120.33 PF 0.0 W13 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W32 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 27 -1.3 2.157 PL 120.33 PF 0.0 W14 30.0 0.0 40.2 0.0 0.1 120 FTG 2T PE 0.0 W33 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 28 -2.2 2.157 PL 120.33 PF 0.0 W15 30.0 0.0 40.2 0.0 0.2 120 FTG 2T PE 0.0 W34 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 29 -2.9 2.157 PL 120.33 PF 0.0 W16 30.0 0.0 40.2 0.0 0.3 120 FTG 2T PE 0.0 W35 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 30 -3.5 2.157 PL 120.33 PF 0.0 W17 30.0 0.0 40.2 0.0 0.3 120 FTG 2T PE 0.0 W36 30.0 0.0 40.2 0.0 0.000 TL 144.33 PV Pipe: 31 -0.6 4.260 PL 11.00 PF 0.0 Wi 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W2 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 32 -1.2 4.260 PL 11.00 PF 0.0 W2 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W3 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 33 -1.9 4.260 PL 11.00 PF 0.0 W3 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W4 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 34 -2.5 4.260 PL 11.00 PF 0.0 W4 30.0 0.0 40.2 0.0 0.1 120 FTG ---- FE 0.0 W5 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 35 -3.2 4.260 PL 6.00 PF 0.0 W5 30.0 0.0 40.2 0.0 0.1 120 FTG ---- FE 0.0 W6 30.0 0.0 40.2 0.0 0.000 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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: 36 -3.9 4.260 PL 11.00 PF 0.0 W6 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W7 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 37 -4.6 4.260 PL 11.00 PF 0.0 W7 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W8 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 38 -5.4 4.260 PL 11.00 PF 0.0 W8 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W9 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 39 -6.2 4.260 PL 11.00 PF 0.0 W9 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W10 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 40 -7.0 4.260 PL 11.00 PF 0.0 W10 30.0 0.0 40.2 0.0 0.2 120 FTG ---- PE 0.0 Wil 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 41 -8.0 4.260 PL 11.00 PF 0.0 W11 30.0 0.0 40.2 0.0 0.2 120 FTG ---- PE 0.0 W12 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 42 -9.0 4.260 PL 11.00 PF 0.0 W12 30.0 0.0 40.2 0.0 0.2 120 FTG ---- PE 0.0 W13 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 43 -9.9 4.260 PL 11.00 PF 0.0 W13 30.0 0.0 40.2 0.0 0.2 120 FTG ---- PE 0.0 W14 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 44 -8.6 4.260 PL 11.00 PF 0.0 W14 30.0 0.0 40.2 0.0 0.2 120 FTG ---- PE 0.0 W15 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 45 -6.4 4.260 PL 11.00 PF 0.0 W15 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W16 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 46 -3.5 4.260 PL 11.00 PF 0.0 W16 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W17 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 47 0.6 4.260 PL 11.00 PF 0.0 W20 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W21 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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: 48 1.2 4.260 PL 11.00 PF 0.0 W21 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W22 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 49 1.9 4.260 PL 11.00 PF 0.0 W22 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W23 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 50 2.5 4.260 PL 11.00 PF 0.0 W23 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W24 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 51 3.2 4.260 PL 3.00 PF 0.0 W24 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 T2 30.0 0.0 40.2 0.0 0.000 TL 3.00 PV Pipe: 52 3.2 4.260 PL 3.00 PF 0.0 T2 30.0 0.0 40.2 0.0 0.1 120 FTG PE 0.0 W25 30.0 0.0 40.2 0.0 0.000 TL 3.00 PV Pipe: 53 3.9 4.260 PL 4.00 PF 0.0 W25 30.0 0.0 40.2 0.0 0.1 120 FTG ---- FE 0.0 W25A 30.0 0.0 40.2 0.0 0.000 TL 4.00 PV Pipe: 54 3.9 6.357 PL 7.00 PF 0.0 W25A 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W26 30.0 0.0 40.2 0.0 0.000 TL 7.00 PV Pipe: 55 4.6 6.357 PL 11.00 PF 0.0 W26 30.0 0.0 40.2 0.0 0.0 120 FTG ---- PE 0.0 W27 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 56 5.4 6.357 PL 11.00 PF 0.0 W27 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W28 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 57 6.2 6.357 PL 11.00 PF 0.0 W28 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 W29 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 58 7.0 6.357 FL 11.00 PF 0.0 W29 30.0 0.0 40.2 0.0 0.1 120 FTG PE 0.0 W30 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV Pipe: 59 8.0 6.357 PL 11.00 PF 0.0 W30 30.0 0.0 40.2 0.0 0.1 120 FTG ---- FE 0.0 W31 30.0 0.0 40.2 0.0 0.000 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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: 60 9.0 6.357 PL 9.75 PF 0.0 W31 30.0 0.0 40.2 0.0 0.1 120 FTG ---- PE 0.0 2A 30.0 0.0 40.2 0.0 0.000 TL 9.75 PV Pipe: 61 -120.8 6.357 PL 1.25 PF 0.0 2A 30.0 0.0 40.2 0.0 1.2 120 FTG ---- PE 0.0 W32 30.0 0.0 40.2 0.0 0.001 TL 1.25 PV Pipe: 62 -119.9 6.357 PL 11.00 PF 0.0 W32 30.0 0.0 40.2 0.0 1.2 120 FTG ---- PE 0.0 W33 30.0 0.0 40.2 0.0 0.001 TL 11.00 PV Pipe: 63 -121.2 6.357 PL 11.00 PF 0.0 W33 30.0 0.0 40.2 0.0 1.2 120 FTG ---- PE 0.0 W34 30.0 0.0 40.2 0.0 0.001 TL 11.00 PV Pipe: 64 -123.4 6.357 PL 11.00 PF 0.0 W34 30.0 0.0 40.2 0.0 1.2 120 FTG ---- PE 0.0 W35 30.0 0.0 40.2 0.0 0.001 TL 11.00 PV Pipe: 65 -126.3 6.357 PL 11.00 PF 0.0 W35 30.0 0.0 40.2 0.0 1.3 120 FTG ---- PE 0.0 W36 30.0 0.0 40.2 0.0 0.001 TL 11.00 PV Pipe: 66 -129.8 6.357 PL 19.00 PF 0.0 W36 30.0 0.0 40.2 0.0 1.3 120 FTG 2E PE 0.0 TR2 30.0 0.0 40.3 0.0 0.001 TL 55.00 PV Pipe: 67 -129.8 6.357 PL 29.50 PF 0.0 TR2 30.0 0.0 40.3 0.0 1.3 120 FTG ---- PE 12.8 BR2 0.5 0.0 53.1 0.0 0.001 TL 29.50 PV Pipe: 68 -129.8 8.385 FL 10.00 PF 0.0 BR2 0.5 0.0 53.1 0.0 0.8 140 FTG ---- PE 1.5 DI-2 -3.0 0.0 54.6 0.0 0.000 TL 10.00 PV Pipe: 69 -129.8 7.758 PL 73.25 PF 0.0 DI-2 -3.0 0.0 54.6 0.0 0.9 150 FTG T2LCG PE 0.0 UGA -3.0 H.S. 54.6 100.0 0.000 TL 169.06 PV Pipe: 70 -229.8 7.758 PL 430.50 PF 0.2 UGA -3.0 H.S. 54.6 100.0 1.6 150 FTG 21, FE 0.0 UG1 -3.0 0.0 54.8 0.0 0.000 TL 453.14 PV Pipe: 71 -229.8 7.758 PL 515.50 FE' 0.3 UG1 -3.0 0.0 54.8 0.0 1.6 150 FTG 3L PE 0.0 UG2 -3.0 0.0 55.1 0.0 0.000 TL 549.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP 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: 72 -229.8 7.758 PL 395.50 PF 0.2 UG2 -3.0 0.0 55.1 0.0 1.6 150 FTG T2L PE 0.0 UG3 -3.0 0.0 55.3 0.0 0.000 TL 448.63 PV Pipe: 73. -229.8 7.758 PL 6.00 PF 0.0 UG3 -3.0 0.0 55.3 0.0 1.6 150 FTG E PE 0.0 UG4 -3.0 0.0 55.3 0.0 0.000 TL 21.68 PV Pipe: 74 -229.8 8.390 PL 6.00 PF 0.0 UG4 -3.0 0.0 55.3 0.0 1.3 140 FTG 2L PE -2.6 BF1 3.0 0.0 52.7 0.0 0.000 TL 50.00 PV Pipe: 75 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 59.7 0.0 7.0 psi, 229.8 gpm SF1 3.0 0.0 52.7 0.0 Pipe: 76 -229.8 8.390 PL 6.00 PF 0.0 SF2 3.0 0.0 59.7 0.0 1.3 140 FTG T PE 2.6 UG5 -3.0 0.0 62.3 0.0 0.000 TL 65.00 PV Pipe: 77 -229.8 7.758 FL 82.00 PF 0.1 UGS -3.0 0.0 62.3 0.0 1.6 150 FTG TG PE -1.3 SRC 0.0 SRCE 61.1 (N/A) 0.000 TL 115.97 PV NOTES: Calculations were performed by the HASS 7.8 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 0.059 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.7 ft/sec at pipe 12. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 8.385 22.89 44.52 16.53 57.23 15.26 5.09 39.43 39.43 44.52 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee -------------------------------------------------------- FD 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 PAGE: B MATERIAL: THNWL 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 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 7.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: H MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee L C B G A 7.758 15.68 30.49 11.32 39.20 10.45 3.48 0.00 0.00 0.00 WATER SUPPLY ANALYSIS 140.0 G AL 12 . 0 U G E P R 84.0 E S S U R E 56.0 p S 28.0 -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 8/23/2007 Z:\C-JOBS\C-2133 INVITROGEN\CALCS\WEST AREA LOOP.SDF JOB TITLE: WEST AREA LOOP WATER SUPPLY CURVE 120+ *\0\\\\\\\\\\ I \\\\\\\\\\\\ I * <-112.5 psi 8 1185 gpm 110+ Flow Test Point 100+ 90+ P 80+ R I E I S I S 70+ U I R I E I 60+ X P I S I I 50+ 40+ 30+ 20+ LEGEND I X = Required Water Supply I 61.09 psi 8 329.8 gpm 10+ I 0 = Available Water Supply I 116.58 psi 8 329.8 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ . - - V Western Fire Protection, Inc. FIRE PROTECTION EQUIPMENT LITERATURE FOR I IN VITRO GEN 5791 Van Allen Way Carlsbad, CA. 92008 APPR $~W AS SUBMI FIRE DEPAR E T JOB# C-2133 A 5 0 07D :0 4 12232 Thatcher Court 9 Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 W Western Fire Protection, Inc. TABLE OF CONTENTS 1. SPRINKLER HEADS VIKING MIRAGE QR. CONCEALED PENDENT SPRINKLER VK462 GLOBE QUICK RESPONSE PENDENT 5601 II. PIPES & FITTINGS ALLIED SCHEDULE 10/SCHEDULE 40 ALLIED DYNA-THREAD SCH. 30 PIPE III. HANGERS AND EARTHQUAKE BRACING ATTACHMENTS VICTAULIC EASYFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES HANGERMATE EZH475 THREADED ROD ANCHORING SYSTEM HANGERMATE EZE650 ANCHORS TOLCO FIG. 4 PIPE CLAMP FOR SWAY BRACING TOLCO FIG. 20S FLUSH MOUNT PIPE STRAP & FIG. 21 TIN STRAP TOLCO FIG. 100 ALL THREAD ROD FULL LENGTHS TOLCO FIG. 980 UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT VICTAULIC MECH. TEE 920 SMITH COOPER CAST IRON & DUCTILE IRON THREADED FITTINGS IV. DEVICES (for reference) A. WAITS SERIES 709 DCDA Double Check Detector Assemblies 12232 Thatcher Court • Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 1 March 9, 2007 Sprinkler 54a MIRAGE® QUICK RESPONSE 's,J II(IF1Gi li:iI'ru'.. CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com DESCRIPTION Viking Mirage® Quick Response Concealed Pendent Sprinkler SIN VK462 and HP Sprinkler VK463 are thermosensitive glass-bulb spray sprinkler designed for installa- tion on concealed pipe systems where the appearance of a smooth ceiling is desired. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile cover assembly that provides up to /2" (12.7 mm) of vertical adjustment. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The push-on', "thread-off design of the concealed cover plate assem- bly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. LISTINGS AND APPROVALS I cULus Listed: Category VNIV NYC Approved: MEA 89-92-E, Volume 32 Refer to the Approval Chart on page 54c and Design Criteria on page 54d for cULus Listing requirements that must be followed. I . TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Viking Technical Data may be found on I Maximum Working Pressure: Sprinkler VK463 is rated for use with water The Viking Corporation's Web site at working pressures ranging from the minimum 7 psi (0.5 bar) up to http://www.vikinggroupinc.com. 250 psi (17.2 bar) for high-pressure systems. High-pressure (HP) The Web site may include a more recent sprinklers can be identified by locating "250" stamped on the I deflec- i edition of this Technical Data Page. tor. Sprinkler VK462 s rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 I Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (80.6 metric*) Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 °F (-55 °C) I Patents Pending Material Standards: Sprinkler Body: Brass UNS-C84400 I Deflector: Phosphor Bronze UNS-051000 Deflector Pins: Stainless Steel UNS-530300 Bulb: Glass, nominal 3 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 I Button: Brass UNS-C36000 Screws: 18-8 Stainless Steel Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Yoke: Phosphor Bronze UNS-051000 I Cover Adapter: Cold Rolled Steel UNS-G10080, Finish: Clear Chromaté over Zinc Plating Cover Assembly Materials: Cover: Copper UNS-C11000 I Base: Brass UNS-C26000 or UNS-C26800 Springs: Nickel Alloy Solder: Eutectic Ordering Information: (Also refer to the current Viking once list.) I Viking Mirage® Quick Response Concealed Pendent Sprinklers and Cover Plate Assemblies must be ordered separately: Form No. F_103005 Replaces page 54a-e, dated March 2, 2007 (added view showing sprinkler wrench flats and frame arms to Figure 1). I Sprinkler 54b March 9, 2007 The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs®vikingcorp.com Sprinkler: Base Part No. 13503A or HP Base Part No. 13667A Specify sprinkler temperature rating by adding the appropriate suffix for the temperature rating to the base part number: Temperature Suffix ("F/"C): 1550/680 = B, 175"/79" = D, 2000/930 = E For example, sprinkler VK462 with a 155 "F/68 "C temperature rating = 13503A6. Cover Plate Assembly: Base Part No. 13504 (2-3/4" diameter) or Base Part No. 13642 (3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the appropriate suffix for the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Painted White = M-/SW1004, Painted Ivory = M-/SW1634, Painted Black = M-/SW1007 Temperature Suffix ("F/"C): 135"/57" = A, 1650/740 = C For example, cover 13504 with a Polished Chrome finish and a 165 "F/74 "C temperature rating = 13504FC. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.). Sprinkler Wrenches: Heavy Duty Part No. 14047W/B (available since 2006), or Light Duty Part No. 14031*0* (available since 2006) "Requires a .4" ratchet (not available from Viking). """Optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A, Capacity: five (5) sprinklers (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand and the bulb to shatter, releasing the yoke, pip-cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinklers SIN VK462 and VK463 are available through a network of domestic and international distributors.' See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINdS AND FINISHES '000',"*r prinkIertTemperatureq WSprinkIerNominal !Maximum'Ambient'y Teg tTew. iTemperature Rating'of.Cover. ' rtdi Bulb .Color, Ordinary 155°F(68"C) 100°F(38"C) 135"F(57°C) Red Intermediate 175 "F (79 "C) 150 "F (65 "C) 165 "F (74 °C) Yellow Intermediate 200 "F (93 "C) 150 "F (65 "C) 165 "F (74 "C) Green Cover Plate Finishes: Polished Chrome, Painted White, Painted Ivory, or Painted Black Footnotes 1 The sprinkler temperature rating is stamped on the sprinkler deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. March 9, 2007 Sprinkler 54c MIRAGE® QUICK RESPONSE I .JII(.I %I 1j I:IIrig'7f..- . CONCEALED PENDENT I SPRINKLER VK462 AND HP I SPRINKLER VK463 (K5.6) I The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com 'Y i'' Murage1Quick Response Concealed Pendent $' -i ___ nkleT NPT Thread Nominal Maximum Overall Length Listings and Approvals4 ase Part [, , Pr" SIN Size K-Factor Water Working (Sprinkler Body) (Refer also to Design Criteria on page 54d.) umber' Pressure Inch mm U.S. metric2 Inches mm cULus' FM NYC6 VdS LPCB 3503A VK462 1/2" 15 5.6 80.6 175 psi (12 bar) 2-3/16" 56 AWl, BX1 -- AWl, BX1 -- -- 13667A VK463 1/2" 1 15 5.6 80.6 250 psi (17.2 bar)3 2-3/16" 56 AWl, BX1 --' AWl, BX1 - -- Sprinkler Temperature Ratings Cover Plate Assembly Temp. Ratings? Finishes of the Cover Plate Assembly' A - 155 OF (68 °C) W - 135°F (57 °C) cover 13504' 0113642' (large diameter) . 1 - Polished Chrome, Painted White, Painted B - 175°F (79°C) and 200°F (93 °C) X - 165°F (74 °C) cover 13504' or 13642' (large diameter) Ivory, or Painted Black Footnotes Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3The Water Working Pressure rating is stamped on the deflector. This chart shows the listings and approvals available at the time of printing. Other approvals may be in proces. Check with the manufacturer for any additional approvals. . Listed by Underwriter's Laboratories for use in the U.S. and Canada. . 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 32. The 135 OF cover has an orange label. The 165 OF cover has a white label. 8 Painted finish consists of Polyester Baked Enamel. Other paint colors are available on request with the same listings as the standard paint colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. NOTE: Custom colors are indicated on a label inside the cover assembly. Refer to Figure 2. SprinkLer 2-114' 57P Mm f Arns + ar.t.r Dp.r*, 15 recIre In _____ I I I I . Step E' Ce.re?lv cress The Sip ii Garvfutty " IrvnLF1 upward izr,, Lz-r i llghtty wr.ridi zld.cyi around to ,n.re rviain.nt itth the the defLector erw pins. sprinkler .r'&,,ch 'ft. Figure 1: Sprinkler Installation and Correct Use of Wrenches NEVER instati the sprinlder by applying tlw lntttiiilori i.renth acis the ffrm. @rmB. DO Mlii ovirtightin. Use only the ted sprlr$der wrench, VIrç Port Number 14D47%#/3 or 14031 130 NUT apply more than 5 ft lbs of torqLlle, A Iek lhi svo.l sl,ovLd be achIvvd by turnIng the sprInkler ctolso 1. to 1-Li2 turns b.yond finger tight, I 5çrF}dr arm Adapter sse&y <Protective Cap Is r.mov.d for Instattation—use Vrrr 1403mB) .A 1/2' rotc Is required <n YaILOW fr'en ' SprlrMer Vrrtth (Part No. 4D47V/I Is slcn) Spr*ilder Vrench Flat Sprinkler 54d March 9, 2007 MIRAGE® QUICK RESPONSE N41KJ F'1G CONCEALED PENDENT SPRINKLER VK462 AND HP SPRINKLER VK463 (K5.6) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com ERI '(Also refer to the Approval Chart on page 54c) ., cULus Listing Requirements: Miragew Quick Response Concealed Pendent Sprinklers VK462 and VK463 are cULus Listed for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. For hazard occupancies up to and including Ordinary Hazard, Group II. Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. Maximum spacing allowed is 15 ft. (4.6 m). Minimum spacing allowed is 6 ft. (1.8 m) unless baffles are installed in accordance with NFPA 13. Minimum distance from walls is 4 in. (102 mm). Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance Information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. NIKING F ACTORY APPLIED CUSTOM PAINT CIILUP Identification of Custom Point Color: Alt custom color pointed cover plates will hove on identifying (abet affixed to the inside of the cover that indicates custom color and will have a representotive sample (a point dot) of the paint or the label. Figure 2: Identification of Custom Paint Color for Concealed Covers March 9, 2007 Sprinkler 54e MIRAGE® QUICK RESPONSE I CONCEALED PENDENT I "4jJ FJ Is1G - I:Iiisu'L'u'.. SPRINKLER VK462 AND HP I SPRINKLER VK463 (K5.6) I The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcscvikingcorp.com I I I 1/2" (15 mm) NPT 2-3/1' (55 mm) 4,. (57.2 mm) Minimum I I 2-314" (70 mm) or 64 I 3-5/16" (84.1 mm) I Note' Upon sorinkter ac±IvatIan. the deflector dprpr,d to approxIriteLy 13/16 (20.6 nn) below The sprinkler body Figure 3: Sprinkler Dimensions and Cover Installation QUICK RESPONSE RECESSED PENDENT QUICK RESPONSE RECESSED HORIZONTAL SIDEWALL (LOBE FIRE SPRINKLER CORPORATION C A rt LSPU: i.i A UTOMJ4 TIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SiDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating 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 deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. eTemperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). 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 • Deflector - brass • Screw - brass Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size. Escutcheon Assembly - steel SPRINKLER TEMPERA TURE RA TING/CLASSIFICA TIOIV and COL OR CODING AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM CATION CLASSIFICATION TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 135°F! I5F S7'CI68°C '.' ORANGE/RED INTERMEDIATE ffiCC 175 F1200°F 7°C/93°C YELLOW/GREEN o 16'6 L Al HIGH 286°F I4I,C BLUE ., 225F4j - 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989.-846-9231 OCTOBER 2003 A-24 BULLETIN GL280I, REV. #4 t7 RES I iu.\L A UTOMA TIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 2.8 (39 metric) /2 NPT 2 /4 (5.7 cm) Factory Bronze 4.2 (59 metric) /2 NPT 2 /4 (5.7 cm) Satin Chrome Bright Chrome 5.6 (80 metric) /2 NPT 2 /4 (5.7 cm) White Polyester+ 7.8 (1 11 metric) /2' NPT 2 114" (5.7 cm) Black Polyester+ 8.1 (116 metric) 3/4" NPT 2 7116" (6.2 cm) "..'Lead Coated NOTE: METRIC CONVERSIONS ARE APPROXIMATE. HORIZONTAL SIDEWALL IS? 9/16. —FINISHES AVAILABLE ON SPECIAL ORDER. +AVAILABLE AS cUlus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS STYLE SIN MODEL K FACTOR 135°F 57°C 155°F 68°C 175°F 79°C 1 200°F L 93°C 286°F 141°C cULus it FM LP.C. NYC- DOB MEA 10 1-92-E 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 RECESSED GL8I0I 7.8* X X X X X x x -- x GL8106 8.1 X X X 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 RECESSED § GL5626 5.6 X X X X X X - - x GL8127 8.1 X X X X X X -- - l/E -J PENDENT six vdi'l LOBE a FIRE SPRINKLER CORPORATION § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4° TO 12' BELOW THE CEILING. f 5.6K ORIFICE. 7.8K ORIFICE AND 8.1K ORIFICE LISTED FOR ALL HAZARDS. * 7.8K X / NPT. °°'286'F cI.JLus LISTED ONLY. ff11?' RECESSED ESCUTCHEONS ARE REQUIRED FOR FM APPROVED SPRINKLERS. ORDERING INFORMATION SPECIFY * Quantity Model Number . Style Orifice • Thread Sizes ° Temperature ° Finishes desired ° Quantity - Recessed Wrenches - P/N 325391(1/2'); P/N 325401. Rev. F (LO.) Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) GLOBES PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship fora 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). HORIZONTAL SIDEWALL 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com CROSS SECTIONS r— 9/IS I Ir 2/)7 RR ,/5. °°, l/E WX OCTOBER 2003 PRINTED U.S.A. BULLETIN GL2801, REV. #4 IIa 60,11-54, 1'IN Ir m 1 _ I S C HE D-u L F 0®: -r-1 Sched!u1em10@/Schedu1ew40@ Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1Y4"- 8') pipe and Sch-40 (I"- 2Y2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule-I0/Schedule-40 product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications ofASTM A-123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. Sch-40 Specifications NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ WI/Lift (21) Wt/Lift (24) WI/Lift (25') In; mm In; mm Lbs/F!; Kg/rn Lbs/F!; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg V 1.049 1.680 2.05 70 2,470 2,822 2,940 25 26.6 2.5 3.05 70 1,120 1,280 1,334 11/4 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 1,12' 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 21/2' 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 NPS Nominal I.D. WI. WI. (H20 Filled) Pcsl WI/Lift (21") WI/Lift (24') WI/Lift (25') In; mm In; mm Lbs/F!; Kg/rn Lbs/F!; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 11,4' 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 11/2" 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 11063 1,108 21/2' 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 (P <~> 9 Listed Approved Listed Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-] 35, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test 16100 S. Lathrop' Harvey, IL 60426 Customer Service: tqco/F/owconro/ allied 11350 Norcom Rd. Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27 th Ave. " Phoenix, AZ 85009 Fax 708-339-1806 S5 -3 7EIIFL :d ze ) 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 lire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. 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. 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. Listed Approved Listed Dyna-Thread® Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-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. Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift NPS 1. D. H20 Filled Lift 21' 24' 25' xl" 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 5 11/4 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 X 1/2' 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 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. 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, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40fDyna- 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). G5 allied TUBES 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 Dyna-Thread Full Line Sch-40 Replacement Dyna-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 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. 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 veakest 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. Comparison to L.W.T. Pipe More wall thickness at the thread (CRR= 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. D.C.), can be used as earthquake sway bracing, and is safe to use as drops. 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 Sch40 is specified. Specifications & Approvals Super 40/Dyna-Thread pipe is manufactured to meet: ASTIvI 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 UI. and ULC Listed for wet, dry 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). Stamp Here ..., . ".- . . •_I • -S Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Uft Wt/Lift NIPS I.D. HzO Filled Lift 21' 24' 25' xl" 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 X 1/4" 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 t U L Listed Approved Listed I 11/2 I *40 1.639 41.6 2.290 3.4 3.22 4.79 44 44 2115 959 2418 1097 2519 1143 2" 2.104 3.050 4.57 30 1921 2196 I *50 53.4 4.5 6.80 30 871 996 2287 1037 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 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 Dvna Thread and Super 40. XL is manufactured with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Project: Sprinkler Contractor: Date: Engineer: Specification Reference System Type: Locations: Comments: S3-5 vjctaul.c Sent via email: lolTie@jwesternflreprotection.com August 16, 2007 Ms. Lorne Dierdorff Western Fire Protection Inc 12232 Thatcher Court Poway, CA 92064 Easyflex Flow Information Dear Ms. Dierdorff: I am writing at the request of L. McCusker, Victaulic Fire Protection Sales Specialist, with regard to the flow information on the Easyflex flexible sprinkler drops. As noted in our submittal for the Easyflex product, Underwriters Laboratories (UL) and Factory Mutual Global (FM) use different test procedures to determine the friction loss in flexible sprinkler drops. While FM only tested the braided style, there is no difference in the internal geometry to the unbraided drops. As such, when subjected to the FM test, the pressure drops for both the braided and unbraided drops are identical. I trust this information satisfies your requirements. If you have any further questions, please feel free to contact me. Very truly yours, Jack Carbone Engineering Services Fire Protection Group Leader JAC :plh Enclosure 40.90 cc: L. McCusker Victaulic® is an ISO 9001 certified company 4901 Kesslersville Road Tel: 610/559-3300 • Fax: 610/250-8817 P.O. Box 31 Easton, PA 18040 Customer Service: 1-800-742-5842 Easton, PA 18044-0031 www.victauiic.com UL listed (Braided or Unbraided) and FM approved (Braided only). This system includes: Flexible stainless steel hose of various lengths Nipples for attaching to rigid piping Reducers for connecting sprinklers Patented, light-weight mounting bracket systems The EasyFlex system installs without loots and allows complete lateral alignment of sprinklers during installation. Mounting bracket assemblies are available in 25 and 50 lengths. Each length can include a set of short or long T-Bar brackets. TBL brackets (long) are 1/25mm higher than TBS (short) ones for recessed applications. The system accommodates W or 3/4712.7mm or 19.05mm sprinklers with flexible length hoses ranging from 24 - 72/60.9cm - 182.8cm The stainless steel flexible hose is available in both braided and unbraided styles. The system requires no welding for assembly. I MATERIAL SPECIFICATIONS Flexible Hose Composition: Stainless Sleet 304 (available braided and unbraided) Lengths Available: 24, 36W, 48, 60, 72/60.9cm, 91.4cm, 121.92cm, 152.4cm, 182.8cm Pipe Openings Available: W or 3%/12.7mm or 19.05mm I Seal Material: EPDM Optional Components: I 25 Bracket Assembly 50 Bracket Assembly Nylon isolation ring EPDM gasket I Upright reducers for rigid pipe (4, 5, 6, 7, 87101 mm, 127mm, 152mm, 178mm, 203mm) 50 bracket not UL Listed or FM approved 5OiO5on Ring -.--- j Q Gake I r113-. ' •ui -i ..Reducer I . Snap Clomp T-60r Brock ei I .;/ Slack Bar I JOB/OWNER I System No. Location CONTRACTOR Submitted By ENGINEER Spec Sect Approved Date Pa ía___________ www.victaulic.com vicivulic is A REGISIERED TRADEMARK OF vlclAulic COMPANY. © 2007 viclAulic COMPANY ALL RIGHTS RE5ERVEO PRINTED IN THE USA X.04taulle Li r RCi EC ON FR000CT. - 40.90 PERFORMANCE DATA Friction Loss for 1/2712.7mm Flexible Hose* 100.00 90.00 0) 80.00 w 0 70.00 60.00 0 I I- 50.00 z IJJ _i 40.00 1— z W 30.00 —J > 70.00 5 0 Lii 10.00 0.00 0 20 40 60 80 HOSE LENGTH (inches) 100 120 UL -- FM -0- 'Test Standard UL 1474 and FM Global Testing Class Number 1637 Friction Loss for 3/4'714.47 mm Flexible Hose* 90.00 80.00 a) a, 10.00 a- a- 60.00 U- 50.00 1., 40.00 LLJ -J 30.00 W 20.00 Ui 10.00 0.00 0 20 40 60 80 100 120 HOSE LENGTH (inches) UL -4- FM -- lest Standard UL 1474 and FM Global Testing Class Number 1637 Note: Factory Mutual tests the flexible hose both straight and with the maximum number of allow- able bends. The pressure loss is then based on the average of the two tests at each of several pres- sures, using C=100. The pressure is varied from 15 psi to 175 psi in 10 psi intervals. Underwriter's Laboratory bases their lest on five difference wafer velocities from 10- 18 ft/sec using C=120. UL does not average the straight and multiple bend results to calculate an overall friction loss. wwW.victaufic.com VICIAUIIC IS REGISTERED TRADEMARK or VICTAIJIIc COMPANY C' 2001 VICIAIJIIC COMPANY All RIGHTS RESERVED PRINTED IN THE USA ictauIc u'EE POiECTI(' rODUC t,1. 40.90 PRODUCT WEIGHT BY MODEL - :.Flex 24" X W BRAIDED FLEX HOSE PIN E1-3224 Weight 1.852 24" X 1/-" BRAIDED FLEX HOSE EF8324 1.826 36" X W BRAIDED FLEX HOSE EF8236 2.119 36" X -Y," BRAIDED FLEX HOSE EFB336 2.093 48"X ½" BRAIDED FLEX HOSE EF8248 2.414 48" X 2/4" BRAIDED FLEX HOSE EF8348 2.388 60X½" BRAIDED FLEX HOSE EFB260 2714- 60"X BRAIDED FLEX HOSE fF8360 2 688 72" X ½" BRAIDED FLEX HOSE EF8272 3.032 72" X 3/," BRAIDED FLEX HOSE EF9372 3.005 24" X ½" UNBRAIDED FLEX HOSE EFU224 1.482 24" X 3/," UNBRAIDED FLEX HOSE EFU324 1.455 36" X ½" UNBRAIDED FLEX HOSE EFL1236 1,667 36" X 3/," UNBRAIDED FLEX HOSE EFU336 1.641 48" X ½" UNBRAIDED FLEX HOSE EFU248 1.861 48" X W UNBRAIDED FLEX HOSE EFri348 1.835 60 X ,/;* UNBRAIDED FLEX HOSE EFU260 2.026 60"X Y," UNBRAIDED FLEX HOSE EFU360 2000 72 X ½" UNBRAIDED FLEX HOSE EFU272 2.165 72" X 1/2" UNBRAIDED FLEX HOSE EFU372 2.139 Snap Clamp SSBO1 -a 0.1bl Wail Mount Bracket SSBWO1 0.148 Metal Stud End Bracket MSB03 0.062 Wood Stud End Bracket . WSBO1 0.09 Snap On T-Bar Recessed Bracket . . TBSO1 0.232 Snap Or, T-Bar Concealed Bracket TBL02 0.287 25 Stock Bat S025 0.518 SO" Stock Bar 5050 1.03€ Reducer ½" X 4W (MXF) EasyFlexP/N RD12 Weight 0.653 Elbow/Reducer ½" Short LR0125 1.114 Elbow/Reducer ½" Long LRD17L 1.482 Reducer W X 414.- (MXF) RD34 0.626 Elbow/Reducer 3/," Short LRD34S 1.067 Elbow/Reducer 'A" long LRD31 1.506 _.ppj TX ..........NPO1 0.318 -T-XT Reducer 1" X 4W (MXF) RD1 0.650 Parts _EasyFlexl_ Nylon luolariort Ring PROI 0.013 Gasket GRO1 0.022 ½" Reducer Plastic Lid TP12 0.002 -W Reducer Plastic Lid TP34 0.002 www.victaulic.com VlC1AU11C IS A REGISI ERE D TRADEMARK or VICTAUIIC COMPANY. 0 2007 VICTAULIC COMPANY, All RIGHTS RESERVED PRINTED IN THE USA, WARRANTY Refer to the Warranty section of the current Price List or contact Victautic for details. NOTE EasyFlex is a registered trademark of Kotulso Co., Ltd. For complete contact information, visit www.victaulic.com 40.90 4594 REV A UPDATED 6/2007 VICTAULIC IS A REGISTERED lRhVEMARK or vicipijic COMPANY. 0 2007 viclAulic COMPANY. All RIGHTS RESERVED PRINTED IN THE USA I Back to Alication Guide TEXTRON Fastening Systems SPECIFICATIONS i HangerMate® Threaded Rod EZH475 & EZH476 HangerMate Anchors Anchoring System Application Material: EZH475 & EZH476 Anchors Steel .060" - .250" I #3 self- Specification: 1/4" shank diameter, one-piece anchor with cross-drilled point head to accept 3/8"-16 threaded rod and components, #3 head cross-drilled self-drilling point and self-tapping threads to acePtd3l nut required ed rod or light-gage FM Approvals and UL Listings:' components EZH475 applications EZH476 (with nuts) is UL listed for 4" pipe in 16 gage (supplied) steel (0.060") - Not tested by FM I EZH476 Head Style: . p Features & Benefits 9/16" diameter-head cross-drilled and tapped to-accept — Cross drilled and tapped for attaching 3/8 -16 threaded components ': I . 3/8-16 threaded components to steel Head Height Solid, one piece cold formed part, head 3/4" I cannot spin off or unscrew from body #3 self drilling point for steel thicknesses of Drive Hex Size - - .060-.250" 1/2" across flats I . EZH476 includes backing nuts which Shank Length greatly improves pullout values in thin 1" material and are required to meet UL I requirements Shank Threads 3/8" 16 self tapping ' Point Type #3 self drilling I Material & Heat Treat Carboic'steel (AISI C1'0821,) case hardened and tempered • Finish • Zinc plated per ASTM 8633 Type II Class 12 t Installation Tools - I HangrMate drive socket EZE21 5 with safety set feature, .-automatically disengagei when anchor, is -seated Recommended power tool Contractor grade screw gun, I 12 vok min. cordless or-4.5 am'p,nn, corded tool 13002000rpm - For more information, contact Textron Fastening Systems. 1.800.435.7213. I e-mail: info@tfs.textron.com -. Har,gerMote is a registered trademark of Textron Inc. I Back to Application Guide TEXTRON Fastening .v tem HangerMate® EZE560 Anchors HangerMate Fasteners E4:560 for wood or concrete applications and App Iication 3/8-16 threaded components Attach 3/8- 6 threaded rod systrns vertically to wood or concrete. (Metric tapped anchors available upon re4uest.) internal thread ... HVAC systenis . .. • General piping systems - accepts 3/816"\ fire sprinkler systems •leçtical/lighting systems threaded components " . •. -. Refrigeration systems • Cabletrays Ceiling grids ........ .. ApprovaIs/istings: . .. v-notched._4 Meets NFPA-i3•4iesign Requ.iremént..•':........... . threads cUlus U-464 0'., wood applications only?311 Features FM Approvd pipe Head pipe is drilled and tapped to accept 3/8 position in concrete applications - CIO 16 threaded components .. •..:. . .. . . Thread design maximizes performance in . wood and concrete applications 10 .. Len ngm Unaer Heaci - uefleil.5 1' 3/411 r Eases installation of threaded rod into concrete lor wood . r. I ______________________________ . llfl "4 ? " Material Pull-out Value tl - -'-' Wood 169416s. Concrete (5000 psi) 2181 lbs oil I An appropriate safety margin should be applied to these values Eormore T9xtro&FateIigSystems 1 8O035 7213 e-ma,I unfo@tf,textroncom c- Fig.4 I Fig. 4 - Standard Pipe Clamp Fig. 4F - Standard Pipe Clamp Felt Lined Fig. 4PVC - Standard Pipe Clamp PVC Coated Component of State of California OSHPO Approved IS LTD Seismic Restraints System Size Range - (Fig. 4) Size 1/2" thru 30" pipe. Size Range - (Fig. 4F) Size 1/2" thru 21h" copper tubing Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye Rod.) Also recommended for attachment of sway bracing up to 31/2" pipe size, for larger pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration and/or prevent electrolysis. Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 3/4" - 8", and approved by Factory Mutual Engineering, 3/4" - 8". Federal Specification WW-H-171E, Type 4, 1½" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - When the Fig. 4 is used as a sway brace, to ensure perfor- mance, the UL Listing requires that it must be used with other TOLCOTm brace products. Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish. Fig. 4F Order Note - When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Dimensions 'Weights Fig. 4PVC Pipe Max. Design Load Lbs. Size A B C D For Service Temp. Approx. Bolt Size 6500 750°F Wt.I100 1/2 37/16 1/4 1¼ 1¼ 5/16 500 445 29 3/4 3¼ 1/4 1¼ 11/4 5/16 500 445 31 1 33'6 1/4 1¼ 1/16 5/16 500 445 35 11/4 43/1s 1/2 1% 11Y16 5/16 500 445 40 1½ 49/1s 5/16 15A 17A 5/16 800 715 42 2* 56 1/2 2 21/4 3/8 1040 930 93 2112* 67A6 9/16 236 2% 1/2 1040 930 126 3* 7 5/8 2Y4 3Vis 1/2 1040 930 141 316* 711/is 3/8 3¼ 33A 1/2 1040 930 154 4 81h 5/8 3A6 311/is 1/2 1040 930 229 5 9Y4 3/4 37A 4% 5/8 1040 930 261 6 11% 3/4 47A 5¼ 3/4 1615 1440 537 8 13/6 1 5% 6 3/4 1615 1440 625 10 16½ 1 7¼ 71/4 7/8 2490 2220 1378 12 181h 1 8¼ 81/4 7/8 2490 2220 1574 14 20 1¼ 9 9 7/8 2490 2220 2103 16 23 1¼ 10¼ 101/4 7/8 2490 2220 2314 18 257A 11/4 1116 11½ 1 3060 2730 3276 20 28 1½ 121h 121h 1¼ 3060 2730 3863 24 33½ 15A 15¼ 151/4 1¼ 3060 2730 5222 30 4!i½ 2 19 19 1~ 3500 3360 10511 'Meets UL 203A attachment of sway bracing. Horizontal design load for 112'-2' - 380#, 21/2' - 395#, 3' - 435#, 31/2' - 540# OFFICE/MANUFACTURING FACiLITY. 1375 SAMPSON AVE. 'CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I s CUSTOMER SERVICE. 800.786.5266 wwwtolcocom Fig. 20 - Standard Pipe Strap I Fig. 20S - Flush Mount Pipe Strap Data Table for Fig. 20S Dimensions . Weights Pipe Hole Max. Rec. Approx. Sizes A B C D Size Load Lbs. WtJ100 1/2 41/6 5/16 2/8 3/4 7/16 410 21 3/4 45A 7/16 3 15/16 7/16 410 24 1 49A6 9/16 33/8 11/8 7/16 410 26 11/4 415/16 11/16 33/4 1½ 7/16 410 30 1½ 53A6 13/16 41/4 15/8 7/16 410 33 2 53/4 1Y1G 43/4 21/4 7/16 410 38 21h 61/4 1/16 51/4 23/4 7/16 610 102 3 67/8 15/8 5/8 33/8 7/16 610 118 31, 7% 1/ 63/8 37/8 7/16 610 130 4 83A 21/8 7 43A 9/16 725 159 5 9/i 25/8 77/8 53A 9/16 725 191 6 10½ 3A6 8/s 67A6 9/16 725 234 8 14 41/4 11½ 8% 11/16 900 446 Size Range - 1/2 thru 8' pipe Material - Carbon Steel Function - Recommended for supporting pipe with fittings vertically or horizontally to walls or ceiling. Fig. 20S will support pipe flush with mounting surface. Approvals - Conforms to Federal Specification WW-H-1 71 Type 26 and Manufacturers Standardization Society SP-69, Type 26. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size, material and finish Data Table for Fig. 20 Dimensions • Weights Pipe Hole Max. Rec. Approx. Sizes A B C D Size Load Lbs. Wtf100 1/2 37/8 3/4 3Vi 15/32 7/16 410 16 3/4 4 13/16 31A 1/16 7/16 410 21 1 4/i 7/8 33A 11/2 7/16 410 26 11/4 415j6 1 33/4 17/8 7/16 410 30 11/2 5/16 1/16 41/4 21/8 7/16 410 33 2 53/4 17A6 43/4 25/8 7/16 410 38 21h 61/4 111A6 51/4 3½ 7/16 610 102 3 6½ 2 57A 33/4 7/16 610 118 31/2 73A 21/4 63A 41/4 7/16 610 130 4 8% 21/2 7 43/4 9/16 725 159 5 97A 31/16 77/e 513/16 9/16 725 191 6 10½ 3% 87A 6½ 9/16 725 234 8 14 4% 11½ 9 11/16 900 446 FIG. 21 - "Tin Strap" Size Range - 1/2' thru 2' pipe Material - Carbon Steel Function - Light duty strap that attaches pipe or copper tubing to horizontal or vertical structure. Finish - Pre-Galvanized Note - Available with felt lining, order TOLCOTM Fig. 21 F. Order By - Figure number and pipe size / I I OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0320 I . CUSTOMER SERVICE • 800.786.5266 www.tolco.com Dimensions Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Component of State of Fig. 98 - Rod Stiffener CaliforniaoSl-iPDApproved c®ususuo I Size Range - Secures 3/8 thru 7/8" hanger rod Seismic Restraints System Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. . I Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and . ',. I Development (OSHPD) For additional load spacing and placement " information relating to OSHPD projects please refer to the TOLCO . Seismic Restraint Systems Guidelines I I Finish - Electro Galvanized .1 Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number I Fig. 99 - All Thread Rod Cut to Length Size Range Secures 3/8" thru 7/8" rod in I 1" increments 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, rod length and finish Fig. 100 -All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions -Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 318 610 540 29 1/2 1130 .1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 1½ 11630 10370 510 OFFiCEiMANUFACTURiNG FACILITY 1375 SAMPSON AVE. . CORONA, CA 92879. PH: 951.737.5599 FAX: 951.737.0330 CUSTOMER SERVICE . 800.786.5266 www.toko.com — Fig. 980 - Universal Swivel Sway Brace Attachment UITED I Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural component of State of California OSHPD Approved steel up to 1/4" thick. Seismic Restraints System Material - Carbon Steel I Function - Multi-functional attachment to structure or braced pipe fitting. I Features - This product's design incorporates a concentric 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 I based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. I Installation -The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing I pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing 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). 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 Dimensions • Weights Max. Design Approx. H* A B Load Lbs. Wt./100 5¼ 17A 17/32 2765 132 Available with hole sizes to accommodate up to 314" fastener. consult factory. Lateral Brace TOLCOO 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. OEFICEJMANUFACTURING FACILITY 1375 SAMPSON AVE. CORONA. CA 92819 PH: 951.737,5599 FAX: 951731.0330 I : CUSTOMER SERVICE• 800.786.5266 www.tolco.com 7O9DCDAOSY Check, Mo A 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. -S I Job Name I Job Location Engineer - Approval - Series 709DCDA Double Check Detector Assemblies Sizes: 3" - lOU (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. I . provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and I assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, %' x ¼' (16 x 19mm) meter and ball type test cocks. I Features Body construction fused epoxy coated cast iron Replaceable bronze seats I . Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance I . Furnished with /e' 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 UL/FM approved OSY shutoff valves. The auxiliary line shall I consist of an approved báckflow 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 I Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. Contractor Approval Contractor's P.O. No Representative - ::..Nó.Avajlable WattsBox Insulated Enclosures For more information send for literature ES WB IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS WAiTS® 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 OEM - cubic feet per minute meter GPM - gallons per minute meter LF - 4" - 10" (100 - 250mm) without shutoff valves Dimensions - Weights Pressure - Temperature Temperature Range: 33'E - 110F (5'— 43'C) continuous, 140'F (60t) intermittent Maximum Working Pressure: 175psi (12.06 bar) Standards A\MNA Standard 0510 Approvals SSIp, Appmved B.64 1048 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". - ------------A ------------------------------ SIZE (ON)•IihiliM1Iil S WEIGHT In. mm in. A mm C in. mm 0 in. mm in. E mm ill I. mm in. R mm I in. mm in. Lr mm WjOSYt gates 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 22/4 578 33/4 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 62½ 1588 30½ 765 41/2 114 21 533 41½ 1054 16 406 7½ 191 16 406 727 330 8 200 75 1905 373/4 959 1 51/2 140 26 660 52 1321 17 432 9 229 21 533 1327 602 10 250 90 2286 453/4 1162 1 61h 165 32 813 64 1626 18 457 101/4 260 25 635 2093 949 * Service clearance for check assembly from center. tUL/FM approved backflow preventers must include ULJFM approved OSY. I'• I I I I I I I I I I I I I I I I I I Capacity *Typical maximum system flow rate (7.5 ft/Sec.) **UL rated flow 1. .. .T. •••ui. i•• u•• ri•u. ...• • —tL 1 •, l • ---- 6 (150mm) 1. MMMMMMMIMM - i• --- ___--_.—_=____ ______. __. ______ 1 -î 8 (200mm) kPa psi °• 96 14 69 10 H CI 41 6 (11 CL 14 2f 0 01 I 0 I 400 800 1200 1600 2000 4000 gpm 0 1520 3040 456 6080 7600 15200 1pm 5 7.5 15 fps 1.5 2.3 4.6 sips Flow 1J.UI u_ iUT• ii•i u ••• I • For Technical Assistance Call Your Authorized Watts Agent. Telephone# Fax# HEASGUARTars: Watts Regulator Company 815 Chestnut St, North Andover, MA 01845-6098 USA 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 Glenfield Bus. Ctr., 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 901 795-0394 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, MI 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. N.W., 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, DC 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 - OKLSales, 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. Delco Sales, Inc. Fanning & Associates, Inc. Hollattaugh Brothers & Associates Hollabaugh Brothers & Associates P1 R Sales, Inc. Preferred Sales R. E. Fitzpatrick Sales, Inc. 1930 Raymer Ave., Fullerton, GA 92833 111 Sand Island Access Rd., Unit 1-10, Honolulu, HI 96819 6765 Franklin St., Denver, CO 80229-7111 6915 South 194th St., Kent, WA 98032 3028 S.E. 17th Ave., Portland, OR 97202 3050 North San Marcos Place, Chandler, AZ 85225 . 31177 Wiegman Road, Hayward, CA 94544 4109 West Nike Dr. (8250 South), West Jordan, UT 84088 714 888-2444 808 842-7900 303 289-4191 253 867-5040 503 238-0313 480 892-6000 510 487-9755 801282-0700 714 888-2448 808 842-9625 303 286-9069 253 867-5055 503 235-2824 480 892-6096 510 476-1595 801282-0600 Watts Industries (Canada) Inc. Watts Regulator Co. Division) 5435 North Service Road, Burlington, Ontario UL 5H7 905 332-4090 905 332-7068 Con-Cur West Marketing, Inc. ' 71 B Clipper Street, Coquitlam, British Columbia V3K 6X2 604 540-5088 604 540-5084 D.C. Sales Corporation Inc. #10-61304th St. S.E., Calgary, Alberta 12K 2A6 403 253-6808 403 259-8331 D.C. Sales Corporation Inc. 11420 142 Street, Edmonton, Alberta T5M 1V1 780 496-9495 780 496-9621 GTA Sales Team. Greater Toronto Area 888 208-8927 888 479-2887 Hydro-Mechanical Sales, Ltd. 3700 Joseph Howe Drive, Suite 1, Halifax, Nova Scotia B3L 41-17 902 443-2274 902 443-2275 Hydro-Mechanical Sales, Ltd. P.O. Box 1445 (Mailing), 297 Collishaw St., Suite 7 (shipping) Moncton, New Brunswick El 9R2 506 859-1107 506 859-2424 J.D.S. Sales Ltd. 4 Lancaster Street, St. John's, Newfoundland Al 5P7 709 579-5771 709 579-1558 Le Groupe B.G.T., Inc. 23 du Buisson, Pont Rouge, Quebec 03K 1X9 418 873-2500 418 873-2505 Le Groupe B.G.T., Inc. 86 des Enterprises #208, Boisbriand, Quebec J7G 213 450 434-9010 450 434-9848 Mar-Win Agencies, Ltd. 1333 Clifton St., Winnipeg, Manitoba R3E 2V1 204 775-8194 204 786-8016 Northern Mechanical Sales P.O. Box 280 (mailing) 163 Pine St. (shipping), Garson, Ontario P3L 1S6 705 693-2715 705 693-4394 Palser Enterprises, Ltd. P.O. Box 28136 (mailing), 1885 Blue Heron Dr., #4, London, Ontario NIGH 51_9 519 471-9382 519 471-1049 RAM Mechanical Marketing Inc. 1401 St. John Street, Regina, Saskatchewan S4R 1S5 306 525-1986 306 525-0809 RAM Mechanical Marketing Inc. 510 Ave M South, Saskatoon, Saskatchewan S71VI 2K9 306 244-6622 306 244-0807 Walmar Mechanical Sales 24 Gurdwara Rd., Nepean, Ontario K2E 885 613 225-9774 613 225-0673 EXPORT Hdqtrs.: Watts Regulator Co. 815 Chestnut St., North Andover, MA 01845-6098 USA 978 688-1811 978 794-1848 VJWArMI]9OOfl Watts USA website: www.wattsreg.com REGULATOR CERTIFIED Watts Canada website: www.wattscanada.ca ES-709DCDA 0522 © Watts Regulator Company, 2005 PRODUCT DESCRIPTION Styles 920 and 920N Style 920 See chart on page 4 for pressure ratings. 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 \J(cta U I i loft An 9001 certified company Styles 920 and 920N Mechanical-T® Bolted Branch Outlets 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 Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +82°C). 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 900 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). 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 Kesslersville Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 610/250-8817 • www.victaulic.com 11811 Rev. 1 11100 11 Registered iradenlark 01 ViClaul,c 0 cOQYjQh( 1999 ViClaul,c Printed in U.S.A. DIMENSIONS rr 02.21) Styles 920 & 920N Y rt -_ :-11 (25i~ f Styles 920 and 920N w/Grooved Outlet V Ff-: Y :_1:1. Z Styles 920 and 920N w!Female Threaded Outlet 11.02-2 Dimensions - Inches/,:. ' Aprx. SIZE Work. Hole Fem. - Wgt. Each Run X Branch Press. Dia. Thd. Grv. I..bs.L Fern. Nominal Inches Style PSI +0.13 V V No. . -0.00 T # W Y Z Thd. Grv. 2 X ½(a) 920N 500 1.50 2.00 2.53 - 1:63 4.91 2.50 3.1 - X 3/4 (a) 920N 500 1.50 1.97 2.53 - 1.63 4.91 2.75 3.1 - X 1(a) 920N 500 1.50 1.81 2.53 - 1.63 4.91 j 2.75 3.0 - x 11/4 (a) t 920N 500 1.75 2.04 2.75 3.00 1.63 4.91 3.00 3.5 3.2 X 11h(a)t 920N 500 1.75 2.03 2.75 3.12 1.63 4.91 3.25 3.6 3.2 44+5 1 2½ ' ) 920N 500 1.50 2.21 2.74 - 1.82 5.14 215 3.0 - X (a) 920N 500 1.50 2.18 2.74 - 1.82 5.14 2.75 3.0 - X 1(a) 920N 500 1.50 2.06 2.74 - 1.82 5.14 2.75 2.9 - X 1¼t(a) 920N 500 1.75 2.29 3.00 3.25 1.82 5.14 3.00 3.5 3.2 44,5 X 1112(a) 920N 500 2.00 2.27 3.00 3.25 1.82 5.14 3.25 3.6 3.3 76.1 mm X ½(a) 920 300 1.50 2.22 2.75 - 2.25 6.50 3.18 3.9 - X 3/4 (a) 920 300 1.50 2.19 2.75 - 2.25 6.50 3.18 3.9 - X 1(a) 920 300 1.50 2.07 2:75 - 2.25 6.50 3.18 3.8 - X 1114 (a) t 920 500 2.00 2.69 3.50 3.50 2.25 6.28 3.63 4.4 - X 1½(a) 920 500 2.00 2.69 3.50 - 2.25 6.38 3.63 4.4 4.4 3 X ½(a) 500 1.50 2.53 3.06 .; - 2.29 . 5.75 2.75 3.4 - ., X 3/4 920N 500 1.50 2.50 3.06 - 2.29 5.75 2.75 3.4 - X 1(a) 920N 500 1.50 2.37 306 - 2.29 5.75 2.75 3.3 - X 11/4 (a) t 920N 500 1.75 2.54 3.25 3.56 2.29 5.75 3.00 3.8 3.7 - . X 1½(a) t 920N 500 2.00 2.77 3.50 3.56 2.29 5.75 3.25 4.1 3.8 X 2(a) 920N 500 2.50 2.74 3.50 3.56 2.29 5.75 3.88 4.9 4.6 4 X ½(a) 920N 500 1.50 3.03 3.56 - 2.69 6.69 2.75 3.7 - X 3/4 (a) 920N 500 1.50 3.00 3.56 - 2.69 6.69 2.75 3.7 - X 1(a) 920N 500 1.50 2.88 3:56 - 2.69 6.69 2.75 3.6 - X 1¼(a) t 500 1.75 3.07 3.78 4.00 2.69 6.69 3.00 4.0 3.6 920N1 .44,5 . X 11/2(a)t 920N 500 2.00 3.28 4.00 4.00 2.69 6.69 3.25 4.2 3.9 X 2(a) t 920N 500 2.50 3.24 4.00 4.00 2.69 6.69 3.88 5.0 4.6 X 21/2 (a) t 920 500 2.75 3.06 4.00 4.00 2.69 7.25 4.63 5.8 5.0 X 76,1 mm 920 500 2.75 - - 4.00 2.69 7.25 4.63 - 6.4 X 3,(a) t 920 500 3.50 3.50 4.50 4.13 2.69 7.25 5.25 8.4 6.4 108,0 mm X 1'/4(a) 920N 500 1.75 3.06 3.78 - 2.63 7.25 3.13 5.0 - X 1½(a) 920N 500 2.00 3.28 4.00 - 2.63 7.25 3.38 5.0 - X 2(a) 920N 500 2.50 3.24 4.00 - 2.63 7.25 4.00 5.6 - )( 2½(a) 920 500 2.75 3.06 4.00 - 2.63 7.25 4.41 5.6 - X 3 (a) 920 500 3.50 - - 4.00 2.63 7.25 5.00 - 6.5 Table continued on page 3. See notes on page 3, 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- 0 eni 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. 1102.20 Dimensions - lnches/r .t'. Aprx. Hole -Fem.Wgt. SIZE Work. Each Run X Branch Press. Dia. Thd. Grv. FZ Lbs.hg Fern. Nominal Inches Style PSI +0.13 V V .- No. cP -0.00 T W Y Thd. Grv. 5 )( 1½(a) f 920 500 2.00 4.06 4.75 4.75 3.25 8.38 3.75 7.4 7.6 X 2(a) t 920 500 2.50 4.06 4.75 4.75 3.25 8.38 4.38 8.2 8.0 X 2112 (a) t 920 500 2.75 3.81 4.75 4.75 3.25 8.38 4.63 8.3 7.9 X 76,1 mm (a)(b) 920 500 2.75 3.81 4.75 - 3.25 8.38 5.38 - - X 3 (a) f 920 500 3.50 4.00 5.00 4.63 3.25 8.38 5.38 8.4 8.8 139,7 mm X 1½t 500 2.00 920 4.06 4.75 - 3.25 8.38 3.75 7.4 - x 2 t 920 500 2.50 4.06 4.75 - 3.25 8.38 4.38 8.3 - X 76,1 mm (a)(b) 920 500 . 3.50 - - 4.63 3.25 8.38 . 5.38 . - - 8.8 X 3 920 500 3.50 - - 4.63 3.25 8.38 5.38 - 8.8 . 6 X 11/4 920N 500 -. ,., 1.75 - - 5.13 3.79 9.13 3.25 - 4.8 - 44.5 X 1½(a)(- 920N 500 2.00 4.40 5.13 5.13 3.79 9.13 3.25 5.4 5.1 X 2(a)t 920N 500 2.50 4.37 5.13 5.13 3.79 9.13 3.88 6.0 5.6 ) X 21h (a) t 500 2.75 4.19 5.13 5.13 3.69 9.38 4.63 8.3 7.6 - - X 76,1 mm (a)(b) 920 500 2.75 r- .., - . - 5.21 .. 3.69 9.38 5.38 - 8.4 .. - X 3 (a) t 920 500 3.50 4.50 5.50 5.13 3.69 9.38 5.38 9.9 8.4 -. - -.. X 4 (a) t 500 4.50 4.50 920 5.75 5.38 3.69 9.38 6.25 10.1 10.1 -, . 159,0 mm X 1½(a) 920N 500 2.00 4.41 5.13 - 3.63 9.25 3.38 7.8 - "•: ' . . . . .-.- X 2(a) 920N 500 2.50 - 4.37 5.13 - 3.63 9.25 4.00 8.0 - X 2½ (a) 92 500 2.75 4.56 5.50 - 3.63 9.25 4.75 8.6 - .-, .- ..,-, - )( 41/4 920 500 4:50 - - 5.38 3.63 9.25 6.25 - 10.0 165,1 mm X 1½(a) I- 920 500 2.00 4.44 5.13 5.13 3.69 9.38 3.75 7.9 6.9 X 2(a) 920 500 2.50 4.44 5.13 5.13 3.63 9.38 4.38 8.0 7.0 X 2½t 920 500 . 2.75 4.19 5.13 5.13 3.69 9.38 4.63 8.6 7.6 X 76,1 mm (a)(b) 920 500 2.75 4.08 5.13 5.21 - 3.69 9.38 5.38 , 8.6 7.6 X 3(a) t 9,0 500 3.50 4.50 5.50 5.13 3.69 9.38 5.38 10.2 8.4 ., X 4 (a) t 920 500 4.50 4.50 - 5.75 5.38 3.63 9.38 6.25 . 10.5 8.4 8 X 2(a) 920 500 2.75 5.19 6.25 - 4.88 12.00 4.50 11.6 - X 21/2 (a)t 920 500 2.75 5.19 . 6.25 6.25 4.88 12.25 4.50 1 1. 6 11.6 X 76,1 mm (a)(b) 920 500 .- 2.75 . 5.19 6.25 . . - 4.88 12.00 ... 5.38 -, - X 3(a) t 920 500 3.50 5.50 6.50 6.25 4.88 12.00 5.38 12.6 11.6 X 4(a) t 920 500 4.50 5.31 6.75 6.38 4.88 12.00 6.25 15.3 12.5 DIMENSIONS Styles I Styles 920 & 920N 'M I Styles 920 and 920N w/Grooved Outlet ___ I T IR I Styles 920 and 920N wlF emale Threaded Outlet 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. 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. # 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 2½ BSPT clearly on order. - See notes below. 11.02-3 FLOW DATA Flow test data has shown that the total head loss between point (9 and Q 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. 2 RUN SIZE Rated Working Pressures Nominal Inches Pipe PSI/Pa UL ULC FM Schedule 2½-6 1040 400 400 400 2Ys-4 DF 300 300 300 21/2 -4 SF 300 300 300 ...'-. -3 2-r5 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 Ac-iv r- Equivalent Length Feetimeisr of Pipe Grooved Female Threaded ½ - 2.0 - 4.0 - 5.0 1¼ 5.5 6.0 1½ 7.0 8.0 2 9.0 10.5 21/2 11.0 12.5 3 13.5 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 C, Values: ()2 c,2 Q = C,XITP Where: o = Flow (GPM) LW = Pressure Drop (PSI) C, = Flow Coefficient SIZE SIZE SIZE Nominal Inches C, Nominal Inches C, Nominal Inches C, Values c&uai tarn Values Actual rtrrr Values /2 17 . 45 135 3/4 21 1 1h 60 200 1 25 100 11 400 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 manulactured by Victaulic Company. All products shalt be installed in accordance with current Victautic installation/assembly instructions Victautrc reserves the right to change product specifications designs and standard equipment without notice and without incurring obligations. 11.02-4 Cast Iron 45° Elbow Figure 37F A 4 A + Size A Wgtllbs. 1 1.26 0.83 1-1/4 1.29 1.33 1-1/2 1.44 1.79 2 1.69 2.89 Cast Iron Tee - Figure 37T Size A Wgt/Ibs. 1/2 1.13 0.56 314 1.31 0.84 1 1.50 1.25 1-1/4 1.75 1 2.03 1-1/2 1.94 2.70 2 2.25 4.23 Cast Iron Hex Reducing Coupling Figure 37RC IC A Size A Wgtllbs. 1 x 1/2 1.69 0.54 1 1 x 3/4 1.69 0.63 2 x 1(not hex) 2.81 1.83 SMITH - COOPER <@> INTERN AT IONA L c®us Cast Iron Threaded Fittings * ALL FITTINGS 100% AIR TESTED * ANSI B16.4 * ISO 9002 MANUFACTURER.* ASTM A126 <E LISTED * LISTED/APPROVED AT 300 PSI * ANSI B 1.20.1 APPROVED Cast Iron 90° Elbow Figure 37E L1ñi72' A-'- Size A Wgtllbs. 1/2 1.26 0.40 3/4 1.31 0.60 1 1.50 0.92 1-1/4 1.75 1.44 1-1/2 1.94 1.95 2 2.25 3.13 2-1/2 2.70 4.94 Cast Iron Reducing 90° Elbow Figure 37RE Size A B Wgtllbs. lx 1/2 1.36 1.26 0.67 1x314 1.45 1.38 0.76 1-1/4x1/2 1.53 1.34 1.07 1-114x314 1.63 1.45 1.02 1-114x1 1.67 1.58 1.21 1-112x1/2 1.75 1.52 1.53 1-112x314 1.75 1.52 1.55 1-112x1 1.80 1.65 1.44 1-1/2x1-1/4 1.88 1.82 1.74 2x1/2 1.97 1.60 2.22 2x314 1.97 1.60 2.20 2x 1 2.02 1.73 2.08 12 x 1-1/2 2.16 2.02 2.59 I I I I I <i SMITH - COOPER INTERNATIONALS Cast Iron Threaded Fittings c I us * ALL FIllINGS 100% AIR TESTED *ANSI B16.4 * ISO 9002 MANUFACTURER * ASTM Al2 LISTED * LISTED/APPROVED AT 300 PSI *ANSI B 1.20.1 APPROVED Cast Iron Reducing Tee Figure 37RT [,o-FAIP B ---- v, t F- Size A B C Wgt. 1x1/2x1 1.50 1.36 1.50 1.08 1x314x1 1.50 1.45 1.50 1.13 1x'1x112 1.26 1.26 1.36 1.01 1 x 1 x3/4 1.38 1.38 1.451 1.11 1-1/4x112x1-1/4 115 1.53 1.75 1.64 1-1/4x3/4x1-114 1.75 1.62 1.75 1.73 1-1/4x1x 1/2 1.34 1.26 1.53 1.27 1-114x1x314 1.45 1.38 1.63 136 1-1/4x1x1 1.58 1.50 1.69 1.53 1-1/4 x I x 1-1/4 1.75 1.69 1.75 1.79 1-114x1-114x112 1.34 1.34 1.53 1.47 1-1/4x1-1/4x3!4 1.45 1.45 1.62 1.57 1-114x1-114x1 1.58 1.58 1.67 1.73 1-112x112x1-114 1.81 1.56 1.88 1.93 1-112x112x1-112 1.94 1.66 1.94 2.14 1-112x314x1-114 1.94 1.66 1.88 2.11 1-112x314x1-112 1.94 1.75 1.94 2.18 1-1/2 x 1 x 1/2 1.44 1.25 1.69 1.75 1-112x1x 3/4 1.50 1.441 1.75 1.70 1-1/2 x x 1.65 1.501 1.80 1.72 1-112x'1x1-114 1.82 1.67 1.88 2.08 1-112x 1 x 1-1/2 1.94 1.80 1.94 2.29 1-112x1-114x112 1.41 1.34 1.66 1.67 1-112x1-114x3/4 1.52 1.45 1.75 1.79 1-112x1-114x1 1.65 1.58 1.80 1.97 i-1/2x1-114x1-114 1.82 1.75 1.88 2.28 1-1/2x1-1/4x1-1/2 1.94 1.88 1.94 2.50 1-112x 1-1/2" 11') 1 Al I ill I I OA Cast iron Reducing Tee Con't Figure 37RT Size B •• Wt 1-1/2x'1-1/2x3/4 1.52 1.52 1.75 1.95 1-1/2 x1-1/2x1 1.65 1.65 1.80 2.13 1-1/2x1-1/2x1-1/4 1.82 1.82 1.88 2.44 2 x 1 x 2 2.25 202225 3.48 2x1-1/4x2 2.25 2.10 2.25 3.71 2x1-1/2x1/2 1.49 1.41 1.88 2.34 2x 1-112x3/4 1.60 1.52 1.97 2.46 2 x 1-1/2 x 1 1.73 1.65 2.02 2.66 2x1-1/2x1-1/4 1.90 1.82 2.10 2.98 2x1-1/2x1-1/2 2.02 1.94 2.16 3.24 2 x 1-1/2 x 2 2.25 2.16 2.25 3.70 2 x 2 x 1/2 1.49 1.49 1.88 2.74 2x2x3/4 1.60 1.60 1.97 2.86 2 x 2 x 1 1.73 1.73 2.02 3.05 2x2x1-1/4 1.90 1.90 2.10 3.38 2 x 2 x 1-1/2 2.02 2.02 2.16 3.59 Cast Iron Bull Head Tee Figure 37BT -4-A--*- Ls-B Size A B C Wgt. lxix 1-1/4 1.67 1.67 1.58 1.49 1-1/4x 1 x 1-1/2 1.88 1.80 1.82 2.07 1-114x1-1/4x1-112 1.88 1.88 1.82 2.29 l-1/2x1-1/4x2 2.16 2.10 2.02 3.07 i-1/2x1-1/2x2 2.16 2.16 2.02 3.23 2 x 2 x 2-1/2 2.60 2.60 2.39 5.17 U C. U .T I .1 I I - IJIJ I - IJ•T All Weights in Pounds Smith-Cooper International 1057 So. Vail Ave., Montebello, CA 90640 Tel: (323) 890-4455, (800) 766-0076 Fax: (323) 890-4456 www.Smithcooper.com SMITH COOPER INTERNATIONAL Ductile Iron Threaded Fittings Ui. us * ALL FITTINGS 100% AIR TESTED *ASME/ ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A536 LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 Ductile iron 90° Elbow Ductile Iron Couolin APPROVED Figure 35E A Wgt s--A-----' A 4 .13 0.24 1.31 0.40 E 1.75 095 1.94 1.24 2.25 1.74 2.70 3.28 T}nrfile Iron 1dijrin9fl° flhow Figure 35RE Size -r B wr 3/4 x 1/2 1.22 120 0.33 1 x 1/2 1.36 1.26 0.44 1 x314 1.45 1.38 0.53 1-114x1/2 1.53 1.34 0.64 1-114x3/4 163 1.45 075 1-1/4 x 1 1.67 1.58 0.77 1-1/2 x 1/2 1.75 1.52 0.90 f 1-1/2x3/4 1.75 1.52 0.95 1-1/2 x 1 1.80 1.65 0.99 1-1/2x1-1/4 1.88 1.82 1.14 2x112 1.97 1.60 1.35 2x314 1.97 1.60 1.39 2 x 1 202 1.73 1.58 2x1-1/4 2.10 1.90 1.62 2x1-1/2 2.161 2.02 1 1.67 2-1/2x1-1/2 2.51 2.16 2.32 2-1/2 x 2 2.60 1 2.39 1 3.01 Iief-i1p Iron Rra S'af union Figure 35U Size A Wi• 1/2 1.88 0.47 fl I ii jA 3/4 2.00 0.66 I 1-1/4 2.50 1.54 LI 1-1/2 2.62 2.03 2 312315 Thictilp iron Tee Figure 35T Size A 1/2 1.13 033 3/4 1.31 0.50 L I 1-1/4 1.75 1.30 1-1/2 1.94 1.63 2 2.25 2.63 2-1/2 2.70 4.55 Figure 35CP Size A Wgt A 1/2 1.38 0.18 3/4 1.63 0.26 1 1.75 0.44 1-1/4 2.00 0.54 1-1/2 2.19 0.71 2 2.62 5 2-1/2 3.00 E2-29 Thictiie Iron Can Figure 35C Size A Wgt [rA r 1/2 0.87 0.15 3/4 097 022 1 1.16 0.33 1-1/4 1.28 04 1-1/2 1.33 0.68 2 1.45 0.96 2-1/2 170 1.80 Thicl-iie Iron 14er Riishino' Figure 35HB Size 1x1/2 106 022 1 x 3/41.06 018 1-1/4x1 1.19 0.31 1-1/2x1 1.25 0.53 1-1/2x1-1/4 1.25 0.35 2 x 1 1.38075 2x1-1/4 1.38 0.69 2x1-1/2 1.38 0.62 Ductile Iron 45° Elbow Figure 35F Size A WT - A 4 A I 1/2 0.88 0.22 3/4 0.98 0.33 1 1.13 0.48 1-1/4 1.29 0.73 1-1/2 1.44 0.93 2 1.691 1.55 2-1/2 1 1.951 2.70 Ductile iron Beam Clamos ff Figure A 35SF Size A 3/8 0.75 0.31 1/2 0.751 0.54 SMITH COOPER xr-,,~r <S-Cul INTERNATIONAL Ductile Iron Threaded Fittings C ® us * ALL FITTINGS 100% AIR TESTED * ASME / ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A536 FM LISTED * LISTED/APPROVED AT 500 PSI ASME/ ANSI B 1.20.1 APPROVED flm4i1 ,nn R.fl Up:iei Tpp ThicH1e lrnn Redudni Tpp Fioiiri RT Figure35BT - Size A"W 3/4 x 3/4 x 145 1.45 1.37 0.68 1 x 1 x 1-1/4 1.67 1.67 1.58 0.97 1x1x1-1/2 1.80 1.80 1.65 1.14 1-1/4x1x1-112 1.88 1.80 1.82 1.43 1-1/4x1-1/4x1-1/2 1.88 1.88 1.82 1.52 1-1/4x1-1/4x2 2.10 2.10 1 1.90 2.00 1-1/2x1-1/4x2 2.16 2.10 2.02 1.94 1-112x1-1/2x2 2.16 2.16 2.02 2.00 2 x 2 x 2-1/2 2.60 2.60 2.39 3.67 Fhwfip lrnn }1o. Rt-diirinry Cnnnlincr Figure 35RC Size -T wr I A lx 1/2 1.69 0.40 lx 3/4 169 038 1-1/4 x 3/4 2.06 0.53 2 x 1(not hex) 2.81 0.53 Dhietilp Iron (rnq-z Kr Tp1iiciniy Crncs Figure 35X Size A B jWgt 1 1.50 1.50 0.97 - A . A - 1-1/4 1.75 1.75 1.59 1-1/2 1.94 1.94 1.89 8 2 2.25 2.25 2.93 !........ Figure 35RX Size AB Wgt 1-114x1 1.67 1.58 1.25 1-1/2x1 1.80 1.65 1.48 2 x 1 2.02 1.73 2.64 fliichl lrcrn Pnn Figure 35SF Size A Wi 1/2 0.94 0.10 3/4 1.12 018 1 1.25 0.28 1-1/4 1.37 0.50 1-1/2 1.44 0.70 2 Too Size 3!4x3/4x1/2 1.20 1.20 1.22 0.46 1x1/2x1 1.50 1.36 1.50 0.70 1x3/4x3/4 1.38 1.31 1.45 0.68 1 x3/4x1 1.50 1.45 1.50 0.77 1 x 1 x 1/2 1.26 1.26 1.36 0.66 1 x 1 x 3/4 1.38 1.38 1.45 0.73 1-1/4x1/2x1-114 1.75 1.53 1.75 1.04 1-114x3/4x1-1/4 1.75 1.62 1 1.75 1.09 1-1/4x1x1/2 1.34 1.26 1.53 0.81 1-114x1x3/4 1.45 1.38 1.63 0.90 1-1/4x1x1 1.58 1.50 1.69 1.03 1-1/4x1x1-1/4 1.75 1.69 1.75 1.10 1-1!4x1-1/4x1/2 1.34 1.34 1.53 0.87 1-1/4 x1-1/4x3/4 1.45 1.45 1.62 0.96 1-114x1-114x1 1.58 1.10 1-1/2 x 1/2 x 1-1/4 TT T T7 1-1/2x112x1-1/2 1.94 1.58r1.67 1.66 1.42 1-1/2x3/4x1-1/4 1.94 1.66 1.42 1-1/2x3/4x1-1/2 1.94 1.75 147 1-1/2xlx1/2 1.44 1.25 1.69 0.97 1-1/2x1x314 1.50 1.44 1.75 1.14 1-1/2x1 x 1.65 1.50 1.80 1.14 1-1/2x1x1-1/4 1.82 1.67 1.86 1.47 1-1/2x1x1-1/2 1.94 1.80 1.94 1.52 1-112x1-1/4x1/2 1.41 1.34 1.66 1.03 1-112x1-1/4x3/4 1.52 1.45 1.75 1.10 1-1/2x1-1/4x1 1.65 1.58 1.80 1.31 1-1/2x1-1/4x1-1/4 1.82 1.75 1.88 1.52 i-1/2x1-1/4x1-112 1.94 1.88 1.94 1.50 1-1/2x1-1/2x1/2 1.41 1.41 1.66 1.14 1-1/2x1-1/2x3/4 1.52 1.52 1.75 1.23 1-1/2x1-1/2x1 1.65 1.65 1.80 1.38 1-1/2x1-112x1-1/4 1.82 1.82 1.88 1.50 2 x 1 x 2 2.25 2.02 2.25 2.18 2x1-1/4x2 2.25 2.10 2.25 2.31 2x1-112x1/2 1.49 1.41 1.88 1.50 2x1-1/2x3/4 1.60 1.52 1.97 1.61 2 x 1-1/2 x 1 1.73 1.65 2.02 1.65 2x1-1/2x1-1/4 1.90 1.82 2.10 2.03 2x1-1/2x1-1/2 2.02 1.94 2.16 2.37 2 x 1-1/2 x 2 2.25 2.16 2.25 2.53 2x2x1/2 1.49 1.49 1:88 1.50 2x2x3/4 1.60 1.60 1.97 1.67 2 x 2 x 1 1.73 1.73 2.02 1.91 2x2x1-114 1.90 1.90 2.10 2.05 2x2x1-1/2 2.02 2.02 2.16 2.11