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5781 VAN ALLEN WAY; ; AS090083; Permit
City of Carlsbad Sprinkler Permit Permit No: AS090083 5781 VAN ALLEN Job Address: WY Permit Type: SPRINK Parcel No: 2121304400 Lot #: 0 Reference No.: Status: ISSUED Applied 7/17/2009 Approved: 7/17/2009 Issued: 7/17/2009 PC #: Inspector: Project Title: LIFE TECHNOLOGIES THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: WESTERN FIRE PROTECTION 13630 DANIELSON P0 WAY CA 858-513-4949 Owner: GRIFFIN CAPITAL CARLSBAD POINTE INVESTORS L L C C/O INVITROGEN CORPORATION 1600 FARADAY AVE CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 ww Life Technologies TI - Racks Review Comments. Page 2 Review Comments Life Technologies TI - Racks, 5781 Van Allen Way, Carlsbad, CA Area C armovers which are at least 12" long must be provided with hangers, and those hangers must resist upward movement, based on requirements in NFPA-12, 2002, 9.2.3.5.2.1 and 9.2.3.5.2.2. This is required as the static or residual pressure on the system at any one time could be above 100 psi, and these armovers are feeding sprinklers below a ceiling. We have redlined the hangers which must be added, at hydraulic reference points S1-S5, and S11-S15. Such hangers must also be equipped with a surge clip or some other method to prevent upward motion. This should be field verified. No detail was found for the existing riser for Area C, however, no changes are being made to this riser so it is not required. WESTERN FIRE PROTECTION, INC. 13630 DANIELSON STREET POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR LIFE TECHNOLOGIES 5781 VAN ALLEN WAY CARLSBAD, CA 92008 "FILE NUMBER: C-2625 DATE: JUL 13, 2009 -DESIGN DATA- REMOTE AREA #1 Ao9oo 6 OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: ROOF SPRINKLER DEMAND: (@ NODE X6) IN-RACK DEMAND: (@ NODE X6) FLOW AND PRESSURE (@ BOR) TOTAL WATER REQUIRED (including hose) SPRINKLER K FACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: GROUP A PLASTICS CARTONED 0.30 GPM PER SQ.FT. 2000 SQ.FT. @ ROOF + 14 IN-RACK 80 SQ.FT. MAX 26 AT ROOF, 14 IN-RACKS 992.4 GPM 8 61.0 PSI 355.6 GPM @ 61.0 PSI 1348.0 GPM @ 64.0 PSI 1847.9 GPM K=8.0 AT ROOF, K=5.6 IN-RACKS G.RUIZ CARLSBAD FIRE DEPARTMENT CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 I I I I I I I I 1 I I I I I I I I These plans have been reviewed 11w apparent compliance with the current applicable codes and standards it.) force in tlw urtsdition The owner ot contractor may utilize ihi review ill support of an application for a building I permit nih the express understanding that this review no way relieves the owner or contractor or their ss ional e profengineer or architect for Mile responsibility for full compliance with said codes and standards. including the buildingcode or for any responsihilty for deficiencies. errors. omissions or negligence in these plans whether or not noted in this review. Date: 7/iT/ RevleweT) RECOMMEND APPROVAl. 0 RECOMMEND APPROVAL. AS NOTED I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOE TITLE: Area "A" Racks WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 111.6 102.6 1060.0 86.4 1847.9 83.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1847.9 GPM I TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1347.9 GPM NODE ANALYSIS DATA NODE I (FT) TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) Si 31.8 K= 8.00 22.1 37.6 31.8 K= 8.00 21.6 37.2 I S2 S3 31.8 K= 8.00 21.5 37.1 S4 31.8 K= 8.00 21.5 37.1 I S5 S6 31.8 31.8 K= K= 8.00 8.00 21.6 21.9 37.2 37.4 S7 31.8 K= 8.00 22.6 38.0 S8 31.8 K= 8.00 23.8 39.0 I S9 31.8 K= 8.00 22.1 37.6 Sio 31.8 K= 8.00 21.7 37.3 Sil 31.8 K= 8.00 21.6 37.2 31.8 K= 8.00 21.6 37.2 I S12 S13 31.8 K= 8.00 21.6 37.2 S14 31.8 K= 8.00 21.9 37.5 S15 31.8 K= 8.00 22.6 38.1 1 S16 31.8 K= 8.00 23.8 39.1 S17 31.8 K= 8.00 22.3 37.7 S18 31.8 K= 8.00 21.9 37.4 31.8 K= 8.00 21.7 37.3 I S19 S20 31.8 K= 8.00 21.7 37.3 S21 31.8 K= 8.00 21.8 37.4 I S22 S23 31.8 31.8 K= K= 8.00 8.00 22.1 22.8 37.6 38.2 S24 31.8 K= 8.00 24.1 39.2 S25 31.8 K= 8.00 30.6 44.3 I S26 31.8 K= 8.00 30.6 44.3 1 8.8 K= 5.60 18.4 24.0 2 8.8 K= 5.60 18.5 24.1 K= 5.60 18.9 24.4 4 I 8.8 8.8 K= 5.60 20.2 25.1 5 8.8 K= 5.60 22.3 26.5 6 8.8 K= 5.60 29.0 30.2 I 8.8 K= 5.60 37.2 34.1 8 18.5 K= 5.60 15.0 21.7 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area "AT' Racks I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) I (PT) 9 18.5 K= 5.60 15.1 21.7 10 18.5 K= 5.60 15.5 22.1 18.5 K= 5.60 16.2 22.5 I 11 12 18.5 K= 5.60 17.4 23.4 13 18.5 K= 5.60 23.2 27.0 I 14 Xl 18.5 8.8 K= - - 5.60 - - 26.4 37.6 28.8 - - - X2 18.5 - - - - 34.7 - - X3 30.0 - - - - 34.1 - - - I X4 30.0 - - - - 39.5 - - X5 30.0 - - - - 48.9 - - - XG 3.0 - - - - 61.0 - - - 31.8 - - - - 27.5 - - I Ri R2 31.8 - - - - 31.1 - - - R3 31.8 - - - - 27.6 - - - R4 31.8 - - - - 31.1 - - - I R5 31.8 - - - - 27.8 - - - R6 31.8 - - - - 31.2 - - - R7 31.8 - - - - 31.4 - - - 31.8 - - - - 32.6 - - - I R8 R9 31.8 - - - - 32.4 - - - RiO 31.8 - - - - 33.2 - - - I Rll R12 31.8 31.8 - - - - - - - 33.0 33.6 - - - - - - R13 31.8 - - - - 33.7 - - - R14 31.8 - - - - 34.0 - - - I R15 31.8 - - - - 34.3 - - - R16 31.8 - - - - 34.5 - - - R17 31.8 - - - - 34.9 - - - 31.8 - - - - 35.0 - - - I R18 R19 31.8 - - - - 35.4 - - - R20 31.8 - - - - 35.5 - - - R21 31.8 - - - - 36.0 - - - I R22 31.8 - - - - 36.1 - - - R23 31.8 - - - - 36.5 - - - R24 31.8 - - - - 36.6 - - - 31.8 - - - - 37.0 - - - I R25 R26 31.8 - - - - 37.2 - - - R27 31.8 - - - - 37.5 - - - I R28 R29 31.8 31.8 - - - - - - - - 37.7 38.0 - - - - - - R30 31.8 - - - - 38.3 - - - R31 31.8 - - - - 38.5 - - - I R32 31.8 - - - - 38.9 - - - R33 31.8 - - - - 38.9 - - - R34 31.8 - - - - 39.6 - - - 31.8 - - - - 39.3 - - - I R35 R36 31.8 - - - - 40.3 - - - R37 31.8 - - - - 39.7 - - - I R38 R39 31.8 31.8 - - - - - - - - 41.0 40.0 - - - - - - R40 31.8 - - - - 41.3 - - - I I R43 R44 R45 R46 I R48 R4 9 I R50 R51 R52 I R53 R54 R55 R56 I R57 R58 R59 I R60 R61 R62 I M M2l M3 M4 I M5 MG M7 I M8 M9 Nb Nil I M12 M13 M14 I M15 M16 M17 I M18 M19 M20 M21 I M22 M23 M24 I N25 M26 M27 M28 I N29 M30 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOE TITLE: Area "A' Racks I NODE ANALYSIS DATA NODE TAG ELEVATION (PT) I R42 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) 31.8 - - - - 40.2 - - - 31.8 - - - - 41.4 - - - 31.8 - - - - 40.5 - - - 31.8 - - - - 41.5 - - - 31.8 - - - - 40.6 - - - 31.8 - - - - 41.7 - - - 31.8 - - - - 40.8 - - - 31.8 - - - - 41.9 - - - 31.8 - - - - 40.9 - - - 31.8 - - - - 42.0 - - - 31.8 - - - - 41.0 - - - 31.8 - - - - 42.2 - - - 31.8 - - - - 41.1 - - - 31.8 - - - - 42.4 - - - 31.8 - - - - 41.2 - - - 31.8 - - - - 42.6 - - - 31.8 - - - - 41.2 - - - 31.8 - - - - 42.8 - - - 31.8 - - - - 41.2 - - - 31.8 - - - - 43.0 - - - 31.8 - - - - 41.3 - - - 31.8 - - - - 43.3 - - - 30.8 - - - 31.0 - - - 30.8 - - - - 32.8 - - - 30.8 - - - - 31.0 - - - 30.8 - - - - 32.9 - - - 30.8 - - - - 31.4 - - - 30.8 - - - - 33.0 - - - 30.8 - - - - 32.0 - - - 30.8 - - - - 33.3 - - - 30.8 - - - - 32.7 - - - 30.8 - - - - 33.7 - - - 30.8 - - - - 33.4 - - - 30.8 - - - - 34.1 - - - 30.8 - - - - 34.1 - - - 30.8 - - - - 34.5 - - - 30.8 - - - - 34.7 - - - 30.8 - - - - 35.0 - - - 30.8 - - - - 35.3 - - 30.8 - - - - 35.5 - - - 30.8 - - - - 35.8 - - - 30.8 - - - - 36.0 - - - 30.8 - - - - 36.4 - - - 30.8 - - - - 36.5 - - - 30.8 - - - - 36.9 - - - 30.8 - - - - 37.0 - - - 30.8 - - - - 37.4 - - - 30.8 - - - - 37.6 - - - 30.8 - - - - 37.9 - - - 30.8 - - - - 38.2 - - - 30.8 - - - - 38.4 - - - 30.8 - - - - 38.8 - - - NODE ANALYSIS DATA NODE TAG ELEVATION (PT) I M32 I M33 M34 M35 I M36 M37 M38 M38A I M39 M40 M41 l M42 M43 M44 M45 I M46 M47 M48 I M49 M50 M51 I M52 M53 M54 M55 I M56 M57 M58 I M59 M60 MGi M62 I TOR BOR DI I UG2 UG4 UG5 I UGG UG7 BF1 B P2 SRC 30.8 - - - - 38.9 - - - 30.8 - - - - 39.4 - - - 30.8 - - - - 39.3 - - - 30.8 - - - - 40.1 - - - 30.8 - - - - 39.7 - - - 30.8 - - - - 40.8 - - - 30.8 - - - - 40.0 - - - 30.8 - - - - 41.5 - - 30.8 - - - - 41.7 - - - 30.8 - - - - 40.3 - - - 30.8 - - - - 41.8 - - 30.8 - - - - 40.6 - - - 30.8 - - - - 41.9 - - - 30.8 - - - - 40.8 - - - 30.8 - - - - 42.1 - - - 30.8 - - - - 41.0 - - - 30.8 - - - - 42.2 - - - 30.8 - - - - 41.1 - - - 30.8 - - - - 42.4 - - - 30.8 - - - - 41.3 - - - 30.8 - - - - 42.6 - - - 30.8 - - - - 41.4 - - - 30.8 - - - - 42.7 - - - 30.8 - - - - 41.4 - - - 30.8 - - - - 42.9 - - - 30.8 - - - - 41.5 - - - 30.8 - - - - 43.1 - - - 30.8 - - - - 41.5 - - - 30.8 - - - - 43.4 - - - 30.8 - - - - 41.5 - - - 30.8 - - - - 43.6 - - - 30.8 - - - - 41.5 - - - 30.8 - - - - 43.9 - - - 30.8 - - - - 46.3 - - - 0.5 - - - - 64.0 - - - -3.0 - - - - 66.0 - - - -3.0 - - - - 66.8 - - - -3.0 - - - - 71.6 - - - -3.0 - - - - 72.3 - - - -3.0 - - - - 81.3 - - - -3.0 - - - - 82.2 - - - 3.0 - - - - 70.2 - - - 3.0 - - - - 78.2 - - - 0.0 SOURCE 83.5 1347.9 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area "A" Racks I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDP JOB TITLE: Area "A" Racks PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(PPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 117.5 2.157 PL 75.67 PP 9.0 R2 31.8 0.0 31.1 0.0 10.3 120 FTG T PE 0.0 51 31.8 8.0 22.1 37.6 0.103 TL 87.67 PV I Pipe: 2 79.9 2.157 PL 8.00 PP 0.4 - S1 31.8 8.0 22.1 37.6 7.0 120 FTG ---- PE 0.0 I S2 31.8 8.0 21.6 37.2 0.050 TL 8.00 PV Pipe: 3 42.7 2.157 PL 8.00 PP 0.1 S2 31.8 8.0 21.6 37.2 3.7 120 FTG ---- PE 0.0 I S3 31.8 8.0 21.5 37.1 0.016 TL 8.00 PV Pipe: 4 5.6 2.157 PL 8.00 PP 0.0 S3 31.8 8.0 21.5 37.1 0.5 120 FTG ---- PE 0.0 S4 31.8 8.0 21.5 37.1 0.000 TL 8.00 PV Pipe: 5 -31.5 2.157 PL 8.00 PP 0.1 I S4 31.8 8.0 21.5 37.1 2.8 120 FTG ---- PE 0.0 S5 31.8 8.0 21.6 37.2 0.009 TL 8.00 PV - Pipe: 6 -68.7 2.157 PL 8.00 PP 0.3 I I S5 31.8 8.0 21.6 37.2 6.0 120 FTG ---- PE 0.0 S6 31.8 8.0 21.9 37.4 0.038 TL 8.00 PV Pipe: 7 -106.2 2.157 PL 8.00 PP 0.7 S6 31.8 8.0 21.9 37.4 9.3 120 FTG ---- PE 0.0 S7 31.8 8.0 22.6 38.0 0.085 TL 8.00 PV I Pipe: 8 -144.2 2.157 PL 8.00 PP 1.2 S7 31.8 8.0 22.6 38.0 12.7 120 FTG ---- PE 0.0 I S8 31.8 8.0 23.8 39.0 0.150 TL 8.00 PV Pipe: 9 -183.2 2.157 PL 3.83 PP 3.7 S8 31.8 8.0 23.8 39.0 16.1 120 FTG T PE 0.0 Ri 31.8 0.0 27.5 0.0 0.234 TL 15.83 PV Pipe: 10 117.4 2.157 PL 75.67 PP 9.0 I R4 31.8 0.0 31.1 0.0 10.3 120 FTG T PE 0.0 S9 31.8 8.0 22.1 37.6 0.103 TL 87.67 PV Pipe: ii 79.8 2.157 PL 8.00 PP 0.4 I S9 31.8 8.0 22.1 37.6 7.0 120 FTG ---- PE 0.0 S1O 31.8 8.0 21.7 37.3 0.050 TL 8.00 PV Pipe: 12 42.6 2.157 PL 8.00 PP 0.1 S1O 31.8 8.0 21.7 37.3 3.7 120 FTG ---- PE 0.0 Sli 31.8 8.0 21.6 37.2 0.016 TL 8.00 PV I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area "A" Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 13 5.4 2.157 PL 8.00 PP 0.0 Sil 31.8 8.0 21.6 37.2 0.5 120 FTG ---- PE 0.0 I S12 31.8 8.0 21.6 37.2 0.000 TL 8.00 PV Pipe: 14 -31.8 2.157 PL 8.00 PP 0.1 I S12 31.8 8.0 21.6 37.2 2.8 120 FTG ---- FE 0.0 S13 31.8 8.0 21.6 37.2 0.009 TL 8.00 PV Pipe: 15 -69.0 2.157 PL 8.00 PP 0.3 I S13 31.8 8.0 21.6 37.2 6.1 120 FTG ---- PE 0.0 S14 31.8 8.0 21.9 37.5 0.038 TL 8.00 PV Pipe: 16 -106.4 2.157 PL 8.00 PP 0.7 S14 31.8 8.0 21.9 37.5 9.3 120 FTG ---- PE 0.0 S15 31.8 8.0 22.6 38.1 0.086 TL 8.00 PV I Pipe: 17 -144.5 2.157 PL 8.00 PP 1.2 S15 31.8 8.0 22.6 38.1 12.7 120 FTG ---- FE 0.0 S16 31.8 8.0 23.8 39.1 0.151 TL 8.00 PV I Pipe: 18 -183.6 2.157 PL 3.83 PP 3.7 S16 31.8 8.0 23.8 39.1 16.1 120 FTC T PE 0.0 I R3 31.8 0.0 27.6 0.0 0.235 TL 15.83 PV Pipe: 19 117.2 2.157 FL 75.67 PP 9.0 R6 31.8 0.0 31.2 0.0 10.3 120 FTC T PE 0.0 S17 31.8 8.0 22.3 37.7 0.102 TL 87.67 PV Pipe: 20 79.5 2.157 FL 8.00 PF 0.4 I S17 31.8 8.0 22.3 37.7 7.0 120 FTG ---- PE 0.0 S18 31.8 8.0 21.9 37.4 0.050 TL 8.00 PV Pipe: 21 42.1 2.157 PL 8.00 PP 0.1 I S18 31.8 8.0 21.9 37.4 3.7 120 FTC ---- PE 0.0 S19 31.8 8.0 21.7 37.3 0.015 TL 8.00 PV I Pipe: 22 4.8 2.157 PL 8.00 PP 0.0 S19 31.8 8.0 21.7 37.3 0.4 120 FTC ---- PE 0.0 S20 31.8 8.0 21.7 37.3 0.000 TL 8.00 PV I Pipe: 23 -32.5 2.157 FL 8.00 PP 0.1 - S20 31.8 8.0 21.7 37.3 2.9 120 FTC ---- PE 0.0 I S21 31.8 8.0 21.8 37.4 0.010 TL 8.00 PV Pipe: 24 -69.9 2.157 FL 8.00 PP 0.3 S21 31.8 8.0 21.8 37.4 6.1 120 FTG ---- FE 0.0 I S22 31.8 8.0 22.1 37.6 0.039 TL 8.00 PV Pipe: 25 -107.5 2.157 PL 8.00 PP 0.7 S22 31.8 8.0 22.1 37.6 9.4 120 FTG ---- FE 0.0 S23 31.8 8.0 22.8 38.2 0.087 TL 8.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT EEED.SDF JOB TITLE: Area "A" Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) EL/FT (PSI) Pipe: 26 -145.7 2.157 PL 8.00 FE 1.2 S23 31.8 8.0 22.8 38.2 12.8 120 FTG ---- PE 0.0 I S24 31.8 8.0 24.1 39.2 0.153 TL 8.00 PV Pipe: 27 -185.0 2.157 PL 3.83 FE' 3.8 I S24 31.8 8.0 24.1 39.2 16.2 120 FTG T FE 0.0 R5 31.8 0.0 27.8 0.0 0.238 TL 15.83 PV Pipe: 28 51.3 2.157 PL 75.67 PE 1.9 I R8 31.8 0.0 32.6 0.0 4.5 120 FTG T FE 0.0 325 31.8 8.0 30.6 44.3 0.022 TL 87.67 PV Pipe: 29 7.0 2.157 PL 8.00 FE 0.0 S25 31.8 8.0 30.6 44.3 0.6 120 FTG ---- PE 0.0 S26 31.8 8.0 30.6 44.3 0.001 TL 8.00 PV I Pipe: 30 -37.3 2.157 FL 51.83 FE 0.8 S26 31.8 8.0 30.6 44.3 3.3 120 FTG T PE 0.0 R7 31.8 0.0 31.4 0.0 0.012 TL 63.83 PV I Pipe: 31 22.8 2.157 PL 135.42 FE 0.8 RiO 31.8 0.0 33.2 0.0 2.0 120 FTG 2T PE 0.0 I R9 31.8 0.0 32.4 0.0 0.005 TL 159.42 PV Pipe: 32 -18.7 2.157 FL 135.42 PF 0.5 Rll 31.8 0.0 33.0 0.0 1.6 120 FTG 2T PE 0.0 R12 31.8 0.0 33.6 0.0 0.003 TL 159.42 PV Pipe: 33 -15.2. 2.157 PL 135.42 PF 0.4 I R13 31.8 0.0 33.7 0.0 1.3 120 FTG 2T FE 0.0 R14 31.8 0.0 34.0 0.0 0.002 TL 159.42 PV Pipe: 34 -12.2 2.157 FL 135.42 FE 0.2 I I R15 31.8 0.0 34.3 0.0 1.1 120 FTG 2T PS 0.0 R16 31.8 0.0 34.5 0.0 0.002 TL 159.42 PV Pipe: 35 -9.9 2.157 PL 135.42 PE 0.2 R17 31.8 0.0 34.9 0.0 0.9 120 FTG 2T FE 0.0 R18 31.8 0.0 35.0 0.0 0.001 TL 159.42 PV I Pipe: 36 -8.2 2.157 FL 135.42 FE 0.1 - R19 31.8 0.0 35.4 0.0 0.7 120 FTG 2T FE 0.0 I R20 31.8 0.0 35.5 0.0 0.001 TL 159.42 PV Pipe: 37 -7.4 2.157 PL 135.42 FE 0.1 R21 31.8 0.0 36.0 0.0 0.7 120 FTG 2T FE 0.0 I R22 31.8 0.0 36.1 0.0 0.001 TL 159.42 PV Pipe: 38 -7.7 2.157 FL 135.42 FE 0.1 R23 31.8 0.0 36.5 0.0 0.7 120 FTG 2T FE 0.0 R24 31.8 0.0 36.6 0.0 0.001 TL 159.42 PV I SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D -CT FEED.SDP JOB TITLE: Area "A'7 Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 39 -8.9 2.157 PL 135.42 PP 0.1 R25 31.8 0.0 37.0 0.0 0.8 120 FTG 2T PE 0.0 I R26 31.8 0.0 37.2 0.0 0.001 TL 159.42 PV Pipe: 40 -10.9 2.157 PL 135.42 PP 0.2 31.8 0.0 37.5 0.0 1.0 120 FTG 2T FE 0.0 I R27 R28 31.8 0.0 37.7 0.0 0.001 TL 159.42 PV Pipe: 41 -13.6 2.157 PL 135.42 PF 0.3 31.8 0.0 38.0 0.0 1.2 120 FTC 2T PE 0.0 I R29 R30 31.8 0.0 38.3 0.0 0.002 TL 159.42 PV 42 -16.8 2.157 PL 135.42 PP 0.4 I Pipe: R31 31.8 0.0 38.5 0.0 1.5 120 FTG 2T PE 0.0 R32 31.8 0.0 38.9 0.0 0.003 TL 159.42 PV I Pipe: 43 -20.6 2.157 PL 135.42 PP 0.7 R33 31.8 0.0 38.9 0.0 1.8 120 FTG 2T PE 0.0 R34 31.8 0.0 39.6 0.0 0.004 TL 159.42 PV I Pipe: 44 -24.9 2.157 PL 135.42 PP 0.9 R35 31.8 0.0 39.3 0.0 2.2 120 FTG 2T FE 0.0 I R36 31.8 0.0 40.3 0.0 0.006 TL 159.42 PV Pipe: 45 -29.8 2.157 PL 135.42 PP 1.3 R37 31.8 0.0 39.7 0.0 2.6 120 FTG 2T FE 0.0 R38 31.8 0.0 41.0 0.0 0.008 TL 159.42 PV Pipe: 46 -29.4 2.157 PL 135.42 PP 1.3 31.8 0.0 40.0 0.0 2.6 120 FTG 2T PE 0.0 I R39 R40 31.8 0.0 41.3 0.0 0.008 TL 159.42 PV Pipe: 47 -28.0 2.157 FL 135.42 PP 1.2 I R41 31.8 0.0 40.2 0.0 2.5 120 FTG 2T FE 0.0 R42 31.8 0.0 41.4 0.0 0.007 TL 159.42 PV I Pipe: 48 -27.1 2.157 PL 135.42 PP 1.1 I R43 31.8 0.0 40.5 0.0 2.4 120 FTG 2T FE 0.0 R44 31.8 0.0 41.5 0.0 0.007 TL 159.42 PV I Pipe: 49 -26.7 2.157 PL 135.42 PF 1.1 R45 31.8 0.0 40.6 0.0 2.3 120 FTG 2T FE 0.0 R46 31.8 0.0 41.7 0.0 0.007 TL 159.42 PV I Pipe: 50 -26.8 2.157 FL 135.42 PP 1.1 R47 31.8 0.0 40.8 0.0 2.4 120 FTG 2T FE 0.0 I R48 31.8 0.0 41.9 0.0 0.007 TL 159.42 PV Pipe: 51 -27.4 2.157 PL 135.42 PP 1.1 R49 31.8 0.0 40.9 0.0 2.4 120 FTC 2T PE 0.0 I R50 31.8 0.0 42.0 0.0 0.007 TL 159.42 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area 'IA" Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 52 -28.4 2.157 FL 135.42 PF 1.2 R51 31.8 0.0 41.0 0.0 2.5 120 FTG 2T PE 0.0 I R52 31.8 0.0 42.2 0.0 0.007 TL 159.42 PV Pipe: 53 -29.7 2.157 FL 135.42 PP 1.3 I R53 R54 31.8 31.8 0.0 0.0 41.1 42.4 0.0 0.0 2.6 120 0.008 FTG TL 2T 159.42 PE PV 0.0 Pipe: 54 -31.4 2.157 PL 135.42 PF 1.4 I R55 31.8 0.0 41.2 0.0 2.8 120 FTG 2T FE 0.0 R56 31.8 0.0 42.6 0.0 0.009 TL 159.42 PV 55 -33.3 2.157 FL 135.42 PP 1.6 'Pipe: R57 31.8 0.0 41.2 0.0 2.9 120 FTG 2T FE 0.0 R58 31.8 0.0 42.8 0.0 0.010 TL 159.42 PV I Pipe: 56 -35.4 2.157 FL 135.42 PP 1.8 R59 31.8 0.0 41.2 0.0 3.1 120 FTG 2T FE 0.0 R60 31.8 0.0 43.0 0.0 0.011 TL 159.42 PV I Pipe: 57 -37.7 2.157 FL 135.42 PF 2.0 R61 31.8 0.0 41.3 0.0 3.3 120 FTG 2T FE 0.0 I R62 31.8 0.0 43.3 0.0 0.013 TL 159.42 PV Pipe: 58 -183.2 2.157 FL 1.00 PP 3.0 Ri 31.8 0.0 27.5 0.0 16.1 120 FTG T FE 0.4 Ml 30.8 0.0 31.0 0.0 0.234 TL 13.00 PV Pipe: 59 -117.5 2.157 FL 1.00 PP 1.3 31.8 0.0 31.1 0.0 10.3 120 FTG T PE 0.4 I R2 M2 30.8 0.0 32.8 0.0 0.103 TL 13.00 PV Pipe: 60 -183.6 2.157 FL 1.00 PF 3.1 I R3 31.8 0.0 27.6 0.0 16.1 120 FTG T FE 0.4 M3 30.8 0.0 31.0 0.0 0.235 TL 13.00 PV I Pipe: 61 -117.4 2.157 FL 1.00 PP 1.3 R4 31.8 0.0 31.1 0.0 10.3 120 FTG T PE 0.4 M4 30.8 0.0 32.9 0.0 0.103 TL 13.00 PV I Pipe: 62 -185.0 2.157 FL 1.00 PP 3.1 - R5 31.8 0.0 27.8 0.0 16.2 120 FTG T FE 0.4 M5 30.8 0.0 31.4 0.0 0.238 TL 13.00 PV l Pipe: 63 -117.2 2.157 FL 1.00 PP 1.3 R6 31.8 0.0 31.2 0.0 10.3 120 FTG T FE 0.4 I M6 30.8 0.0 33.0 0.0 0.102 TL 13.00 PV Pipe: 64 -37.3 2.157 FL 1.00 PP 0.2 R7 31.8 0.0 31.4 0.0 3.3 120 FTG T FE 0.4 I M7 30.8 0.0 32.0 0.0 0.012 TL 13.00 PV Li SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOE TITLE: Area "A" Racks 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) I PF 0.3 Pipe: 65 -51.3 2.157 PL 1.00 RB 31.8 0.0 32.6 0.0 4.5 120 FTG T PE 0.4 I M8 30.8 0.0 33.3 0.0 0.022 TL 13.00 PV Pipe: 66 22.8 2.157 FL 1.00 PF 0.1 31.8 0.0 32.4 0.0 2.0 120 FTG T FE 0.4 I R9 M9 30.8 0.0 32.7 0.0 0.005 TL 13.00 PV Pipe: 67 -22.8 2.157 FL 1.00 PF 0.1 I RiO 31.8 0.0 33.2 0.0 2.0 120 FTG T PE 0.4 M10 30.8 0.0 33.7 0.0 0.005 TL 13.00 PV 68 18.7 2.157 PL 1.00 PF 0.0 I Pipe: Rib 31.8 0.0 33.0 0.0 1.6 120 FTG T FE 0.4 Mil 30.8 0.0 33.4 0.0 0.003 TL 13.00 PV Pipe: 69 -18.7 2.157 FL 1.00 PF 0.0 • R12 31.8 0.0 33.6 0.0 1.6 120 FTG T PE 0.4 M12 30.8 0.0 34.1 0.0 0.003 TL 13.00 PV I Pipe: 70 15.2 2.157 PL 1.00 PF 0.0 R13 31.8 0.0 33.7 0.0 1.3 120 FTG T PE 0.4 I M13 30.8 0.0 34.1 0.0 0.002 TL 13.00 PV Pipe: 71 -15.2 2.157 PL 1.00 PF 0.0 R14 31.8 0.0 34.0 0.0 1.3 120 FTG T FE 0.4 I M14 30.8 0.0 34.5 0.0 0.002 TL 13.00 PV Pipe: 72 12.2 2.157 FL 1.00 PF 0.0 31.8 0.0 34.3 0.0 1.1 120 FTG T FE 0.4 I R15 M15 30.8 0.0 34.7 0.0 0.002 TL 13.00 PV Pipe: 73 -12.2 2.157 FL 1.00 PF 0.0 I R16 31.8 0.0 34.5 0.0 1.1 120 FTG T FE 0.4 M16 30.8 0.0 35.0 0.0 0.002 TL 13.00 PV I Pipe: 74 9.9 2.157 FL 1.00 PF 0.0 I R17 31.8 0.0 34.9 0.0 0.9 120 FTG T FE 0.4 M17 30.8 0.0 35.3 0.0 0.001 TL 13.00 PV I Pipe: 75 -9.9 2.157 FL 1.00 PF 0.0 R18 31.8 0.0 35.0 0.0 0.9 120 FTG T FE 0.4 M18 30.8 0.0 35.5 0.0 0.001 TL 13.00 PV I Pipe: 76 8.2 2.157 FL 1.00 PF 0.0 R19 31.8 0.0 35.4 0.0 0.7 120 FTG T FE 0.4 I M19 30.8 0.0 35.8 0.0 0.001 TL 13.00 PV Pipe: 77 -8.2 2.157 PL 1.00 PF 0.0 R20 31.8 0.0 35.5 0.0 0.7 120 FTG T FE 0.4 I M20 30.8 0.0 36.0 0.0 0.001 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK 0 -CT FEED.SDF JOB TITLE: Area "Ar Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 78 7.4 2.157 PL 1.00 PF 0.0 R21 31.8 0.0 36.0 0.0 0.7 120 FTG T PE 0.4 I M21 30.8 0.0 36.4 0.0 0.001 TL 13.00 PV Pipe: 79 -7.4 2.157 PL 1.00 PF 0.0 I R22 M22 31.8 30.8 0.0 0.0 36.1 36.5 0.0 0.0 0.7 120 0.001 FTG TL T 13.00 PE PV 0.4 Pipe: 80 7.7 2.157 PL 1.00 PF 0.0 31.8 0.0 36.5 0.0 0.7 120 FTG T PE 0.4 I R23 M23 30.8 0.0 36.9 0.0 0.001 TL 13.00 PV • Pipe: 81 -7.7 2.157 PL 1.00 PF 0.0 R24 31.8 0.0 36.6 0.0 0.7 120 FTG T PE 0.4 M24 30.8 0.0 37.0 0.0 0.001 TL 13.00 PV I Pipe: 82 8.9 2.157 PL 1.00 PP 0.0 R25 31.8 0.0 37.0 0.0 0.8 120 FTG T PE 0.4 M25 30.8 0.0 37.4 0.0 0.001 TL 13.00 PV I Pipe: 83 -8.9 2.157 PL 1.00 PF 0.0 R26 31.8 0.0 37.2 0.0 0.8 120 FTG T PE 0.4 I M26 30.8 0.0 37.6 0.0 0.001 TL 13.00 PV Pipe: 84 10.9 2.157 PL 1.00 PF 0.0 R27 31.8 0.0 37.5 0.0 1.0 120 FTG T PE 0.4 I M27 30.8 0.0 37.9 0.0 0.001 TL 13.00 PV Pipe: 85 -10.9 2.157 PL 1.00 PF 0.0 31.8 0.0 37.7 0.0 1.0 120 FTG T PE 0.4 I R28 M28 30.8 0.0 38.2 0.0 0.001 TL 13.00 PV - Pipe: 86 13.6 2.157 PL 1.00 PF 0.0 I R29 31.8 0.0 38.0 0.0 1.2 120 FTG T PE 0.4 M29 30.8 0.0 38.4 0.0 0.002 TL 13.00 PV • Pipe: 87 -13.6 2.157 PL 1.00 PF 0.0 • R30 31.8 0.0 38.3 0.0 1.2 120 FTG T PE 0.4 M30 30.8 0.0 38.8 0.0 0.002 TL 13.00 PV Pipe: 88 16.8 2.157 PL 1.00 PP 0.0 R31 31.8 0.0 38.5 0.0 1.5 120 FTG T PE 0.4 M31 30.8 0.0 38.9 0.0 0.003 TL 13.00 PV I Pipe: 89 -16.8 2.157 PL 1.00 PP 0.0 R32 31.8 0.0 38.9 0.0 1.5 120 FTG T PE 0.4 I M32 30.8 0.0 39.4 0.0 0.003 TL 13.00 PV Pipe: 90 20.6 2.157 PL 1.00 PP 0.1 R33 31.8 0.0 38.9 0.0 1.8 120 FTG T PE 0.4 I M33 30.8 0.0 39.3 0.0 0.004 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area "A" Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (ET) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 91 -20.6 2.157 PL 1.00 PF 0.1 R34 31.8 0.0 39.6 0.0 1.8 120 FTG T FE 0.4 I M34 30.8 0.0 40.1 0.0 0.004 TL 13.00 PV Pipe: 92 24.9 2.157 PL 1.00 PF 0.1 31.8 0.0 39.3 0.0 2.2 120 FTG T PE 0.4 I R35 N35 30.8 0.0 39.7 0.0 0.006 TL 13.00 PV Pipe: 93 -24.9 2.157 FL 1.00 PF 0.1 I R36 31.8 0.0 40.3 0.0 2.2 120 FTG T PE 0.4 M36 30.8 0.0 40.8 0.0 0.006 TL 13.00 PV I Pipe: 94 29.8 2.157 PL 1.00 PF 0.1 • R37 31.8 0.0 39.7 0.0 2.6 120 FTG T PE 0.4 M37 30.8 0.0 40.0 0.0 0.008 TL 13.00 PV I Pipe: 95 -29.8 2.157 PL 1.00 PF 0.1 R38 31.8 0.0 41.0 0.0 2.6 120 FTG T FE 0.4 M38 30.8 0.0 41.5 0.0 0.008 TL 13.00 PV U Pipe: 96 29.4 2.157 FL 1.00 PF 0.1 R39 31.8 0.0 40.0 0.0 2.6 120 FTG T FE 0.4 I M39 30.8 0.0 40.3 0.0 0.008 TL 13.00 PV Pipe: 97 -29.4 2.157 PL 1.00 PF 0.1 R40 31.8 0.0 41.3 0.0 2.6 120 FTG T FE 0.4 M40 30.8 0.0 41.8 0.0 0.008 TL 13.00 PV Pipe: 98 28.0 2.157 FL 1.00 PF 0.1 31.8 0.0 40.2 0.0 2.5 120 FTG T FE 0.4 I R41 M41 30.8 0.0 40.6 0.0 0.007 TL 13.00 PV - Pipe: 99 -28.0 2.157 FL 1.00 PF 0.1 I R42 31.8 0.0 41.4 0.0 2.5 120 FTG T FE 0.4 M42 30.8 0.0 41.9 0.0 0.007 TL 13.00 PV Pipe: 100 27.1 2.157 FL 1.00 PF 0.1 • R43 31.8 0.0 40.5 0.0 2.4 120 FTG T FE 0.4 M43 30.8 0.0 40.8 0.0 0.007 TL 13.00 PV I Pipe: 101 -27.1 2.157 FL 1.00 PF 0.1 R44 31.8 0.0 41.5 0.0 2.4 120 FTG T FE 0.4 M44 30.8 0.0 42.1 0.0 0.007 TL 13.00 PV I 0.1 Pipe: 102 26.7 2.157 FL 1.00 PF R45 31.8 0.0 40.6 0.0 2.3 120 FTG T FE 0.4 I M45 30.8 0.0 41.0 0.0 0.007 TL 13.00 PV Pipe: 103 -26.7 2.157 FL 1.00 PF 0.1 R46 31.8 0.0 41.7 0.0 2.3 120 FTG T FE 0.4 I M46 30.8 0.0 42.2 0.0 0.007 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS \CALCULAT IONS \AREA A RACK D -CT FEED.SDF JOB TITLE: Area "A" Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HTiJ(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I PF 0.1 Pipe: 104 26.8 2.157 PL 1.00 R47 31.8 0.0 40.8 0.0 2.4 120 FTG T FE 0.4 I M47 30.8 0.0 41.1 0.0 0.007 TL 13.00 PV Pipe: 105 -26.8 2.157 PL 1.00 PF 0.1 I R48 M48 31.8 30.8 0.0 0.0 41.9 42.4 0.0 0.0 2.4 120 0.007 FTG TL T 13.00 FE PV 0.4 Pipe: 106 27.4 2.157 FL 1.00 PF 0.1 I R49 31.8 0.0 40.9 0.0 2.4 120 FTG T PE 0.4 M49 30.8 0.0 41.3 0.0 0.007 TL 13.00 PV • Pipe: 107 -27.4 2.157 FL 1.00 PF 0.1 • R50 31.8 0.0 42.0 0.0 2.4 120 FTG T FE 0.4 M50 30.8 0.0 42.6 0.0 0.007 TL 13.00 PV I Pipe: 108 28.4 2.157 FL 1.00 PF 0.1 - R51 31.8 0.0 41.0 0.0 2.5 120 FTG T FE 0.4 M51 30.8 0.0 41.4 0.0 0.007 TL 13.00 PV I Pipe: 109 -28.4 2.157 PL 1.00 PF 0.1 R52 31.8 0.0 42.2 0.0 2.5 120 FTG T FE 0.4 I M52 30.8 0.0 42.7 0.0 0.007 TL 13.00 PV Pipe: 110 29.7 2.157 FL 1.00 PF 0.1 R53 31.8 0.0 41.1 0.0 2.6 120 FTG T FE 0.4 M53 30.8 0.0 41.4 0.0 0.008 TL 13.00 PV Pipe: 111 -29.7 2.157 FL 1.00 PF 0.1 31.8 0.0 42.4 0.0 2.6 120 FTG T FE 0.4 I R54 M54 30.8 0.0 42.9 0.0 0.008 TL 13.00 PV Pipe: 112 31.4 2.157 PL 1.00 PF 0.1 I R55 31.8 0.0 41.2 0.0 2.8 120 FTG T PE 0.4 M55 30.8 0.0 41.5 0.0 0.009 TL 13.00 PV 113 -31.4 2.157 PL 1.00 PF 0.1 I Pipe: R56 31.8 0.0 42.6 0.0 2.8 120 FTG T FE 0.4 M56 30.8 0.0 43.1 0.0 0.009 TL 13.00 PV I Pipe: 114 33.3 2.157 PL 1.00 PF 0.1 R57 31.8 0.0 41.2 0.0 2.9 120 FTG T FE 0.4 M57 30.8 0.0 41.5 0.0 0.010 TL 13.00 PV I 0.1 Pipe: 115 -33.3 2.157 FL 1.00 PF R58 31.8 0.0 42.8 0.0 2.9 120 FTG T FE 0.4 I M58 30.8 0.0 43.4 0.0 0.010 TL 13.00 PV Pipe: 116 35.4 2.157 FL 1.00 PF 0.1 R59 31.8 0.0 41.2 0.0 3.1 120 FTG T FE 0.4 I M59 30.8 0.0 41.5 0.0 0.011 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 7/13/2009 U SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D -CT FEED.SDF JOB TITLE: Area "A" Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUN. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I 0.1 Pipe: 117 -35.4 2.157 PL 1.00 PF R60 31.8 0.0 43.0 0.0 3.1 120 FTG T PE 0.4 M60 30.8 0.0 43.6 0.0 0.011 TL 13.00 PV Pipe: 118 37.7 2.157 PL 1.00 PF 0.2 I R61 M61 31.8 30.8 0.0 0.0 41.3 41.5 0.0 0.0 3.3 120 0.013 FTG TL T 13.00 PE PV 0.4 Pipe: 119 -37.7 2.157 PL 1.00 PP 0.2 I R62 31.8 0.0 43.3 0.0 3.3 120 FTG T PE 0.4 M62 30.8 0.0 43.9 0.0 0.013 TL 13.00 PV 120 -183.2 4.260 PL 10.00 PP 0.1 I Pipe: Ml 30.8 0.0 31.0 0.0 4.1 120 FTG ---- PE 0.0 M3 30.8 0.0 31.0 0.0 0.009 TL 10.00 PV Pipe: 121 -366.7 4.260 PL 10.00 PP 0.3 M3 30.8 0.0 31.0 0.0 8.3 120 FTG ---- PE, 0.0 M5 30.8 0.0 31.4 0.0 0.031 TL 10.00 PV I Pipe: 122 -551.7 4.260 PL 10.00 PP 0.7 M5 30.8 0.0 31.4 0.0 12.4 120 FTG ---- FE 0.0 I N7 30.8 0.0 32.0 0.0 0.065 TL 10.00 PV Pipe: 123 -589.0 4.260 FL 10.00 PP 0.7 M7 30.8 0.0 32.0 0.0 13.3 120 FTG ---- PE 0.0 I M9 30.8 0.0 32.7 0.0 0.074 TL 10.00 PV Pipe: 124 -566.2 4.260 PL 10.00 PP 0.7 30.8 0.0 32.7 0.0 12.7 120 FTG ---- PE 0.0 I M9 Nil 30.8 0.0 33.4 0.0 0.069 TL 10.00 PV Pipe: 125 -547.4 4.260 PL 10.00 PP 0.6 I Nil 30.8 0.0 33.4 0.0 12.3 120 FTG ---- PE 0.0 M13 30.8 0.0 34.1 0.0 0.064 TL 10.00 PV Pipe: 126 -532.2 4.260 FL 10.00 PF 0.6 I M13 30.8 0.0 34.1 0.0 12.0 120 FTG ---- PE 0.0 M15 30.8 0.0 34.7 0.0 0.061 TL 10.00 PV I Pipe: 127 -520.0 4.260 PL 10.00 PP 0.6 M15 30.8 0.0 34.7 0.0 11.7 120 FTG ---- PE 0.0 M17 30.8 0.0 35.3 0.0 0.059 TL 10.00 PV I 0.6 Pipe: 128 -510.1 4.260 FL 10.00 PP M17 30.8 0.0 35.3 0.0 11.5 120 FTG ---- FE 0.0 I M19 30.8 0.0 35.8 0.0 0.057 TL 10.00 PV Pipe: 129 -501.9 4.260 FL 10.00 PP 0.5 M19 30.8 0.0 35.8 0.0 11.3 120 FTG ---- FE 0.0 I M21 30.8 0.0 36.4 0.0 0.055 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area A!T Racks I PIPE TAG Q(GPM) DIJ-\(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I 0.5 Pipe: 130 -494.5 4.260 FL 10.00 PF M21 30.8 0.0 36.4 0.0 11.1 120 FTG ---- PE 0.0 M23 30.8 0.0 36.9 0.0 0.053 TL 10.00 PV Pipe: 131 -486.8 4.260 FL 10.00 PF 0.5 I M23 M25 30.8 30.8 0.0 0.0 36.9 37.4 0.0 0.0 11.0 120 0.052 FTG TL ---- 10.00 FE PV 0.0 Pipe: 132 -477.9 4.260 PL 10.00 PF 0.5 I M25 30.8 0.0 37.4 0.0 10.8 120 FTG ---- FE 0.0 M27 30.8 0.0 37.9 0.0 0.050 TL 10.00 PV 133 -467.0 4.260 PL 10.00 PF 0.5 I Pipe: M27 30.8 0.0 37.9 0.0 10.5 120 FTG ---- PE 0.0 M29 30.8 0.0 38.4 0.0 0.048 TL 10.00 PV Pipe: 134 -453.5 4.260 PL 10.00 PF 0.5 M29 30.8 0.0 38.4 0.0 10.2 120 FTG ---- PE 0.0 M31 30.8 0.0 38.9 0.0 0.045 TL 10.00 PV I Pipe: 135 -436.7 4.260 PL 10.00 PF 0.4 M31 30.8 0.0 38.9 0.0 9.8 120 FTG ---- PE 0.0 I M33 30.8 0.0 39.3 0.0 0.042 TL 10.00 PV Pipe: 136 -416.1 4.260 FL 10.00 PF 0.4 M33 30.8 0.0 39.3 0.0 9.4 120 FTG ---- FE 0.0 M35 30.8 0.0 39.7 0.0 0.039 TL 10.00 FV Pipe: 137 -391.1 4.260 PL 10.00 PF 0.3 30.8 0.0 39.7 0.0 8.8 120 FTG ---- PE 0.0 I M35 M37 30.8 0.0 40.0 0.0 0.035 TL 10.00 PV Pipe: 138 -361.4 4.260 PL 10.00 PF 0.3 M37 30.8 0.0 40.0 0.0 8.1 120 FTG ---- FE 0.0 M39 30.8 0.0 40.3 0.0 0.030 TL 10.00 PV 139 -332.0 4.260 PL 10.00 PF 0.3 I Pipe: M39 30.8 0.0 40.3 0.0 7.5 120 FTG ---- FE 0.0 M41 30.8 0.0 40.6 0.0 0.026 TL 10.00 FV I Pipe: 140 -304.1 4.260 FL 10.00 PP 0.2 M41 30.8 0.0 40.6 0.0 6.8 120 FTG ---- FE 0.0 M43 30.8 0.0 40.8 0.0 0.022 TL 10.00 PV I 0.2 Pipe: 141 -277.0 4.260 PL 10.00 PP M43 30.8 0.0 40.8 0.0 6.2 120 FTG ---- PE 0.0 I M45 30.8 0.0 41.0 0.0 0.018 TL 10.00 PV Pipe: 142 -250.2 4.260 PL 10.00 PF 0.2 M45 30.8 0.0 41.0 0.0 5.6 120 FTG ---- PE 0.0 I M47 30.8 0.0 41.1 0.0 0.015 TL 10.00 FV I SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: I SPRINKLER 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOE TITLE: Area "A" Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I PP 0.1 Pipe: 143 -223.4 4.260 PL 10.00 M47 30.8 0.0 41.1 0.0 5.0 120 FTG ---- PE 0.0 I M49 30.8 0.0 41.3 0.0 0.012 TL 10.00 PV Pipe: 144 -196.0 4.260 PL 10.00 PP 0.1 30.8 0.0 41.3 0.0 4.4 120 FTG ---- PE 0.0 I M49 M51 30.8 0.0 41.4 0.0 0.010 TL 10.00 PV Pipe: 145 -167.6 4.260 PL 10.00 PP 0.1 I M51 30.8 0.0 41.4 0.0 3.8 120 FTG ---- PE 0.0 M53 30.8 0.0 41.4 0.0 0.007 TL 10.00 PV 146 -137.9 4.260 PL 10.00 PP 0.1 I Pipe: M53 30.8 0.0 41.4 0.0 3.1 120 FTG ---- PE 0.0 M55 30.8 0.0 41.5 0.0 0.005 TL 10.00 PV I Pipe: 147 -106.5 4.260 PL 10.00 PF 0.0 M55 30.8 0.0 41.5 0.0 2.4 120 FTG ---- PE 0.0 M57 30.8 0.0 41.5 0.0 0.003 TL 10.00 PV I Pipe: 148 -73.1 4.260 PL 10.00 PF 0.0 M57 30.8 0.0 41.5 0.0 1.6 120 FTG ---- PE 0.0 I M59 30.8 0.0 41.5 0.0 0.002 TL 10.00 PV Pipe: 149 -37.7 4.260 PL 10.00 PF 0.0 M59 30.8 0.0 41.5 0.0 0.8 120 FTG ---- PE 0.0 M61 30.8 0.0 41.5 0.0 0.000 TL 10.00 PV Pipe: 150 -117.5 4.260 PL 10.00 PP 0.0 30.8 0.0 32.8 0.0 2.6 120 FTG ---- FE 0.0 I M2 M4 30.8 0.0 32.9 0.0 0.004 TL 10.00 PV Pipe: 151 -234.9 4.260 FL 10.00 PP 0.1 M4 30.8 0.0 32.9 0.0 5.3 120 FTG ---- PE 0.0 M6 30.8 0.0 33.0 0.0 0.013 TL 10.00 PV Pipe: 152 -352.2 4.260 PL 10.00 PF 0.3 I M6 30.8 0.0 33.0 0.0 7.9 120 FTG ---- FE 0.0 M8 30.8 0.0 33.3 0.0 0.028 TL 10.00 PV I Pipe: 153 -403.4 4.260 PL 10.00 PP 0.4 M8 30.8 0.0 33.3 0.0 9.1 120 FTG ---- PS 0.0 m10 30.8 0.0 33.7 0.0 0.037 TL 10.00 PV I 0.4 Pipe: 154 -426.2 4.260 FL 10.00 PP M10 30.8 0.0 33.7 0.0 9.6 120 FTG ---- FE 0.0 I M12 30.8 0.0 34.1 0.0 0.041 TL 10.00 PV Pipe: 155 -445.0 4.260 PL 10.00 PP 0.4 M12 30.8 0.0 34.1 0.0 10.0 120 FTG ---- FE 0.0 I M14 30.8 0.0 34.5 0.0 0.044 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 7/13/2009 I SPRINKLER TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area 17 A" Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 156 -460.2 4.260 PL 10.00 FF 0.5 M14 30.8 0.0 34.5 0.0 10.4 120 FTG ---- PE 0.0 M16 30.8 0.0 35.0 0.0 0.047 TL 10.00 FV Pipe: 157 -472.4 4.260 FL 10.00 PP 0.5 30.8 0.0 35.0 0.0 10.6 120 FTG ---- PE 0.0 I M16 M18 30.8 0.0 35.5 0.0 0.049 TL 10.00 PV Pipe: 158 -482.3 4.260 PL 10.00 PP 0.5 IM18 30.8 0.0 35.5 0.0 10.9 120 FTG ---- FE 0.0 M20 30.8 0.0 36.0 0.0 0.051 TL 10.00 PV 159 -490.5 4.260 FL 10.00 PP 0.5 I Pipe: M20 30.8 0.0 36.0 0.0 11.0 120 FTG ---- PE 0.0 M22 30.8 0.0 36.5 0.0 0.053 TL 10.00 PV I Pipe: 160 -497.9 4.260 PL 10.00 PP 0.5 M22 30.8 0.0 36.5 0.0 11.2 120 FTG ---- FE 0.0 M24 30.8 0.0 37.0 0.0 0.054 TL 10.00 PV I Pipe: 161 -505.6 4.260 FL 10.00 PP 0.6 M24 30.8 0.0 37.0 0.0 11.4 120 FTG ---- FE 0.0 I M26 30.8 0.0 37.6 0.0 0.056 TL 10.00 PV Pipe: 162 -514.5 4.260 FL 10.00 PF 0.6 M26 30.8 0.0 37.6 0.0 11.6 120 FTG ---- FE 0.0 I M28 30.8 0.0 38.2 0.0 0.057 TL 10.00 PV Pipe: 163 -525.4 4.260 FL 10.00 PP 0.6 30.8 0.0 38.2 0.0 11.8 120 FTG ---- FE 0.0 I M28 M30 30.8 0.0 38.8 0.0 0.060 TL 10.00 PV Pipe: 164 -538.9 4.260 FL 10.00 PP 0.6 I M30 30.8 0.0 38.8 0.0 12.1 120 FTG ---- FE 0.0 M32 30.8 0.0 39.4 0.0 0.063 TL 10.00 PV 165 -555.7 4.260 FL 10.00 PP 0.7 I Pipe: M32 30.8 0.0 39.4 0.0 12.5 120 FTG ---- FE 0.0 M34 30.8 0.0 40.1 0.0 0.066 TL 10.00 FV I Pipe: 166 -576.3 4.260 FL 10.00 PP 0.7 M34 30.8 0.0 40.1 0.0 13.0 120 FTG ---- FE 0.0 M36 30.8 0.0 40.8 0.0 0.071 TL 10.00 FV I Pipe: 167 -601.3 4.260 FL 10.00 PP 0.8 M36 30.8 0.0 40.8 0.0 13.5 120 FTG ---- FE 0.0 I M38 30.8 0.0 41.5 0.0 0.077 TL 10.00 PV Pipe: 168 -631.0 4.260 FL 2.00 PP 0.2 M38 30.8 0.0 41.5 0.0 14.2 120 FTG ---- FE 0.0 I M38A 30.8 0.0 41.7 0.0 0.084 TL 2.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: I SPRINKLER 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D -CT PEED.SDF JOB TITLE: Area "A" Racks PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 169 -631.0 6.357 PL 8.00 PP 0.1 M38A 30.8 0.0 41.7 0.0 6.4 120 FTG ---- PE 0.0 M40 30.8 0.0 41.8 0.0 0.012 TL 8.00 PV Pipe: 170 -660.4 6.357 PL 10.00 PF 0.1 I M40 M42 30.8 30.8 0.0 0.0 41.8 41.9 0.0 0.0 6.7 120 0.013 FTG TL ---- 10.00 PE PV 0.0 Pipe: 171 -688.3 6.357 PL 10.00 PP 0.1 30.8 0.0 41.9 0.0 7.0 120 FTG ---- PE 0.0 I M42 M44 30.8 0.0 42.1 0.0 0.014 TL 10.00 PV 172 -715.4 6.357 PL 10.00 PP 0.2 I Pipe: M44 30.8 0.0 42.1 0.0 7.2 120 FTG ---- PE 0.0 M46 30.8 0.0 42.2 0.0 0.015 TL 10.00 PV I Pipe: 173 -742.2 6.357 PL 10.00 PP 0.2 M46 30.8 0.0 42.2 0.0 7.5 120 FTG ---- PE 0.0 M48 30.8 0.0 42.4 0.0 0.016 TL 10.00 PV I Pipe: 174 -769.0 6.357 PL 10.00 PP 0.2 M48 30.8 0.0 42.4 0.0 7.8 120 FTC ---- PE 0.0 M50 30.8 0.0 42.6 0.0 0.017 TL 10.00 PV Pipe: 175 -796.4 6.357 PL 10.00 PP 0.2 M50 30.8 0.0 42.6 0.0 8.1 120 FTG ---- PE 0.0 N52 30.8 0.0 42.7 0.0 0.018 TL 10.00 PV Pipe: 176 -824.8 6.357 PL 10.00 PP 0.2 M52 30.8 0.0 42.7 0.0 8.3 120 FTC ---- PS 0.0 I M54 30.8 0.0 42.9 0.0 0,020 TL 10.00 PV Pipe: 177 -854.5 6.357 PL 10.00 PP 0.2 I M54 30.8 0.0 42.9 0.0 8.6 120 FTG ---- PE 0.0 M56 30.8 0.0 43.1 0.0 0.021 TL 10.00 PV Pipe: 178 -885.9 6.357 PL 10.00 PP 0.2 I M56 30.8 0.0 43.1 0.0 9.0 120 FTC ---- PE 0.0 M58 30.8 0.0 43.4 0.0 0.022 TL 10.00 PV I Pipe: 179 -919.3 6.357 PL 10.00 PP 0.2 M58 30.8 0.0 43.4 0.0 9.3 120 FTC ---- PS 0.0 M60 30.8 0.0 43.6 0.0 0.024 TL 10.00 PV I 0.3 Pipe: 180 -954.7 6.357 PL 10.00 PP M60 30.8 0.0 43.6 0.0 9.7 120 FTG ---- PE 0.0 I M62 30.8 0.0 43.9 0.0 0.026 TL 10.00 PV Pipe: 181 -992.4 6.357 PL 15.00 PP 2.5 M62 30.8 0.0 43.9 0.0 10.0 120 FTG 25T PS 0.0 I TOR 30.8 0.0 46.3 0.0 0.028 TL 89.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 7/13/2009 TECHNOLOGIES RACKS \CALCULAT IONS \AREA A RACK D-CT PEED.SDF JOB TITLE: Area "A" Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. I NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 182 -992.4 6.357 PL 27.00 PF 2.6 TOR 30.8 0.0 46.3 0.0 10.0 120 FTG ETS PE 12.0 I X6 3.0 0.0 61.0 0.0 0.028 TL 96.00 PV Pipe: 183 -24.0 1.728 PL 10.00 PP 0.2 I l8.8 5.6 18.4 24.0 3.3 120 FTG ---- PE 0.0 2 8.8 5.6 18.5 24.1 0.016 TL 10.00 PV Pipe: 184 -48.1 1.728 PL 6.67 PF 0.4 I II 2 8.8 5.6 18.5 24.1 6.6 120 FTG ---- PE 0.0 3 8.8 5.6 18.9 24.4 0.058 TL 6.67 PV Pipe: 185 -72.5 1.728 PL 10.00 PP 1.2 3 8.8 5.6 18.9 24.4 9.9 120 FTG ---- PE 0.0 4 8.8 5.6 20.2 25.1 0.124 TL 10.00 PV Pipe: 186 -97.6 1.728 FL 10.00 PP 2.2 4 8.8 5.6 20.2 25.1 13.4 120 FTG ---- PE 0.0 5 8.8 5.6 22.3 26.5 0.215 TL 10.00 PV I Pipe: 187 -124.1 1.728 PL 8.67 PF 6.7 5 8.8 5.6 22.3 26.5 17.0 120 FTG 2E PE 0.0 I 6 8.8 5.6 29.0 30.2 0.335 TL 19.96 PV Pipe: 188 -154.3 1.728 FL 5.83 SF 8.6 6 8.8 5.6 29.0 30.2 21.1 120 FTG T SE 0.0 I xi 8.8 0.0 37.6 0.0 0.501 TL 17.12 PV Pipe: 189 -34.1 1.728 PL 2.25 PP 0.4 I 8.8 5.6 37.2 34.1 4.7 120 FTG T PE 0.0 Xl 8.8 0.0 37.6 0.0 0.031 TL 13.54 PV Pipe: 190 -21.7 1.728 PL 5.00 PP 0.1 ' I 8 18.5 5.6 15.0 21.7 3.0 120 FTG ---- PE 0.0 9 18.5 5.6 15.1 21.7 0.013 TL 5.00 PV Pipe: 191 -43.4 1.728 FL 10.00 PP 0.5 9 18.5 5.6 15.1 21.7 5.9 120 FTG ---- PE 0.0 10 18.5 5.6 15.5 22.1 0.048 TL 10.00 PV I Pipe: 192 -65.5 1.728 PL 6.50 PP 0.7 - 10 18.5 5.6 15.5 22.1 9.0 120 FTG ---- PE 0.0 I 11 18.5 5.6 16.2 22.5 0.103 TL 6.50 Pv Pipe: 193 -88.1 1.728 PL 6.92 PP 1.2 11 18.5 5.6 16.2 22.5 12.0 120 FTG ---- FE 0.0 I 12 18.5 5.6 17.4 23.4 0.178 TL 6.92 PV Pipe: 194 -111.4 1.728 FL 9.59 PP 5.7 12 18.5 5.6 17.4 23.4 15.2 120 FTG 2E SE 0.0 13 18.5 5.6 23.2 27.0 0.275 TL 20.88 PV I SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: I SPRINKLER 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT PEED.SDF JOB TITLE: Area "A" Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(PPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 195 -138.4 1.728 PL 7.83 PP 3.2 13 18.5 5.6 23.2 27.0 18.9 120 FTG ---- PE 0.0 I 14 18.5 5.6 26.4 28.8 0.410 TL 7.83 PV Pipe: 196 -167.2 1.728 PL 3.08 PF 8.4 14 18.5 5.6 26.4 28.8 22.9 120 FTG T PE 0.0 X2 18.5 0.0 34.7 0.0 0.582 TL 14.37 PV Pipe: 197 -188.4 3.314 PL 13.50 PP 1.4 8.8 0.0 37.6 0.0 7.0 120 FTG ET PE -4.2 I xi X2 18.5 0.0 34.7 0.0 0.030 TL 45.53 PV • Pipe: 198 -355.6 3.314 PL 12.25 PF 4.4 I x2 18.5 0.0 34.7 0.0 13.2 120 FTG ET PE -5.0 X3 30.0 0.0 34.1 0.0 0.099 TL 44.28 PV I Pipe: 199 -355.6 4.431 PL 145.58 PF 5.4 X3 30.0 0.0 34.1 0.0 7.4 120 FTG 3ET PE 0.0 X4 30.0 0.0 39.5 0.0 0.024 TL 225.32 PV I Pipe: 200 -355.6 4.431 PL 200.00 PP 9.4 X4 30.0 0.0 39.5 0.0 7.4 120 FTG 852T PE 0.0 X5 30.0 0.0 48.9 0.0 0.024 TL 391.39 PV I 0.4 Pipe: 201 -355.6 6.395 PL 27.00 PP X5 30.0 0.0 48.9 0.0 3.6 120 FTG ETE PE 11.7 X6 3.0 0.0 61.0 0.0 0.004 TL 96.90 PV Pipe: 201A -1348.0 6.395 PL 4.50 PF 1.9 I X6 BOR 3.0 0.5 0.0 0.0 61.0 64.0 0.0 0.0 13.5 120 0.047 FTG TL 2E 40.74 PR PV 1.1 Pipe: 202 -1348.0 7.980 PL 10.00 PP 0.5 I BOR 0.5 0.0 64.0 0.0 8.6 150 FTG 2L PE 1.5 DI -3.0 0.0 66.0 0.0 0.011 TL 50.00 PV 203 -1348.0 7.980 PL 40.00 PP 0.7 I Pipe: DI -3.0 0.0 66.0 0.0 8.6 150 FTG E PR 0.0 UG2 -3.0 0.0 66.8 0.0 0.011 TL 67.00 PV I Pipe: 204 -1348.0 7.980 PL 407.17 PP 4.9 UG2 -3.0 0.0 66.8 0.0 8.6 150 FTG T PE 0.0 UG4 -3.0 0.0 71.6 0.0 0.011 TL 460.17 PV I Pipe: 205 -1348.0 7.980 PL 25.50 PP 0.7 UG4 -3.0 0.0 71.6 0.0 8.6 150 FTG 2L PE 0.0 I UG5 -3.0 0.0 72.3 0.0 0.011 TL 65.50 PV Pipe: 206 -1348.0 8.390 PL 6.00 PP 0.5 UG5 -3.0 0.0 72.3 0.0 7.8 140 FTG 2L PE -2.6 BF1 3.0 0.0 70.2 0.0 0.009 TL 50.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area "A" Racks I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 207 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 78.2 0.0 8.0 psi, 1348.0 gpm I BF1 3.0 0.0 70.2 0.0 Pipe: 208 -1348.0 8.390 FL 6.00 PP 0.5 I BF2 3.0 0.0 78.2 0.0 7.8 140 FTG 2L FE 2.6 UG6 -3.0 0.0 81.3 0.0 0.009 TL 50.00 PV Pipe: 209 -1348.0 7.980 PL 16.83 PP 1.0 I I UG6 -3.0 0.0 81.3 0.0 8.6 150 FTG TL PE 0.0 UG7 -3.0 0.0 82.2 0.0 0.011 TL 89.83 PV Pipe: 210 -1347.9 7.980 PL 126.00 PP 2.5 UG7 -3.0 0.0 82.2 0.0 8.6 150 FTG 2ETG FE -1.3 SRC 0.0 SRCE 83.5 (N/A) 0.011 TL 239.00 PV NOTES (HASS) I (1) Calculations were performed by the HASS 7.9 computer program under license no. 50040828 granted by HRS Systems, Inc. I 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average I imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.120 gpm. I (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.9 ft/sec at pipe 196. I (4) a. System remote area HAS been proven or 'peaked' b. Minimum pressure at any sprinkler: 18.381 psi I c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 18.415 psi d. Remote area is located adjacent to right cross main I I I I 'SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 7/13/2009 TECHNOLOGIES RACKS\CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area 'A" Racks I (5) PIPE FITTINGS TABLE 1 Pipe Table Name: STANDARD.PIP * MATERIAL: S40 HWC: 120 I PAGE: 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 I 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 4.431 15.95 31.90 9.57 35.09 19.14 3.19 31.90 31.90 31.90 6.395 18.12 38.83 11.65 41,42 12.94 3.88 36.24 36.24 38.83 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G A D N Eli Tee LngEll ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 I 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 D MATERIAL: DIRON HWC: 140 I PAGE: Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N I 8.390 Eli 31.00 Tee LngEll ChkViv BfyVlv 59.00 22.00 76.00 20.00 GatVlv 7.00 NPTee 59.00 PAGE: B MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G N Ell Tee LngEll ChkViv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 I 0 0 ("1 H 0 0 C H 1. 0 0 klo 0 DATE: 7 JOB TIT] I ' C I 0 H I 0 H 14 -H If) I 0 c"J D4 I 0 0 0 0 0 0 0 H 0 0 0 0 0 0 0 (N 0 C (N H (C00 —0U0-H--- 'SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 25 DATE: 7/13/2009 TECHNOLOGIES RACKS \CALCULATIONS\AREA A RACK D-CT FEED.SDF JOB TITLE: Area "A" Racks WATER SUPPLY CURVE 120+ I I 110+ \\\\\ \\\\\ I \\\\\ * <-102.6 psi @ 1060 gpm 100+ Flow Test Point 90+ 0 I P 80+ R I I El S I S 70+ I UI R I E I I 60+ P , !°t 40+ I U 30+ 1 = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 20+ LEGEND I X = Required Water Supply 83.48 psi @ 1847.9 gpm 10+ 'p I 0 = Available Water Supply I 86.43 psi 8 1847.9 gpm I 0+++++-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I WESTERN FIRE PROTECTION, INC. REMOTE AREA #2 13630 DANIELSON STREET POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR LIFE TECHNOLOGIES 5781 VAN ALLEN WAY CARLSBAD, CA 92008 "FILE NUMBER: C-2625 DATE: JUL 13, 2009 -DESIGN DATA- OCCUPANCY CLASSIFICATION: GROUP A PLASTICS CARTONED DENSITY: 0.3 GPM PER SQ.FT. AREA OF APPLICATION: 2000 SQ.FT. @ ROOF + 11 IN-RACK COVERAGE PER SPRINKLER: 80 SQ.FT. MAX NUMBER OF SPRINKLERS CALCULATED: 26 AT ROOF, 11 IN-RACKS ROOF SPRINKLER DEMAND: (@ NODE G) 917.9 GPM @ 57.0 PSI IN-RACK DEMAND: (8 NODE G): 234.1 GPM 8 57.0 PSI FLOW AND PRESSURE (@ BOR) : 1152.0 GPM 8 59.5 PSI TOTAL WATER REQUIRED (including hose): 1647.0 GPM SPRINKLER K FACTOR: K=8.0 AT ROOF, K=5.6 IN-RACKS DESIGN/LAYOUT BY: G.RUIZ AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 I I I I I I I I I I I I I I I I I I I SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD I NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 111.6 102.6 1060.0 91.1 1652.0 78.1 AGGREGATE FLOW ANALYSIS: I TOTAL FLOW AT SOURCE 1652.0 GPM HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM I TOTAL OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1152.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (ET) (PSI) (GPM) Si 31.8 K= 8.00 19.2 35.1 31.8 K= 8.00 18.8 34.7 I S2 S3 31.8 K= 8.00 18.4 34.3 S4 31.8 K= 8.00 18.4 34.3 S5 31.8 K= 8.00 18.4 34.4 I S6 31.8 K= 8.00 18.7 34.6 S7 31.8 K= 8.00 19.2 35.0 S8 31.8 K= 8.00 20.1 35.9 31.8 K= 8.00 19.1 35.0 I S9 sio 31.8 K= 8.00 18.7 34.6 Sli 31.8 K= 8.00 18.5 34.4 I S12 S13 31.8 31.8 K= K= 8.00 8.00 18.5 18.5 34.4 34.5 S14 31.8 K= 8.00 18.8 34.6 S15 31.8 K= 8.00 19.3 35.1 I S16 31.8 K= 8.00 20.2 36.0 S17 31.8 K= 8.00 19.2 35.1 S18 31.8 K= 8.00 18.8 34.7 31.8 K= 8.00 18.6 34.5 I S19 S20 31.8 K= 8.00 18.6 34.5 S21 31.8 K= 8.00 18.7 34.6 S22 31.8 K= 8.00 18.9 34.8 1 S23 31.8 K= 8.00 19.4 35.2 S24 31.8 K= 8.00 20.4 36.1 S25 31.8 K= 8.00 26.1 40.9 S26 31.8 K= 8.00 26.1 40.9 I 1 8.8 K= 5.60 17.7 23.5 2 8.8 K= 5.60 17.7 23.6 I 4 8.8 8.8 K= K= 5.60 5.60 18.3 19.5 24.0 24.7 5 8.8 K= 5.60 21.6 26.0 6 16.5 K= 5.60 15.0 21.7 I 16.5 K= 5.60 15.1 21.8 8 16.5 K= 5.60 15.6 22.1 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) I 9 16.5 K= 5.60 16.5 22.8 10 16.5 K= 5.60 18.3 24.0 16.5 - - - - 19.7 - - I ii A 8.8 - - - - 26.2 - - - B 16.5 - - - - 23.0 - - - C 30.0 - - - - 19.3 - - - D 30.0 - - - - 20.7 - - - E 30.0 - - - - 26.8 - - - F 30.0 - - - - 44.2 - - - G 3.0 - - - - 57.0 - - - Ri 31.8 - - - - 23.1 - - - R2 31.8 - - - - 28.1 - - - I R3 R4 31.8 - - - - 31.8 - - - - 23.1 28.1 - - - - - - R5 31.8 - - - - 23.4 - - - R6 31.8 - - - - 28.1 - - - I R7 31.8 - - - - 26.3 - - - R8 31.8 - - - - 29.0 - - - R9 31.8 - - - - 26.9 - - - 31.8 - - - - 29.5 - - - I RiO Rll 31.8 - - - - 27.6 - - - R12 31.8 - - - - 29.4 - - - 31.8 - - - - 28.1 - - - I R13 R14 31.8 - - - - 29.5 - - - R15 31.8 - - - - 28.5 - - - R16 31.8 - - - - 29.6 - - - R17 31.8 - - - - 28.8 - - - I R18 31.8 - - - - 29.7 - - - R19 31.8 - - - - 29.1 - - - I R20 R21 31.8 - - - - 31.8 - - - - 29.8 29.4 - - - - - - R22 31.8 - - - - 29.9 - - - R23 31.8 - - - - 29.7 - - - I R24 31.8 - - - - 30.0 - - - R25 31.8 - - - - 29.9 - - - R26 31.8 - - - - 30.1 - - - R27 31.8 - - - - 30.2 - - - R28 I 31.8 - - - - 30.3 - - - R29 31.8 - - - - 30.4 - - - R30 31.8 - - - - 30.4 - - - R31 31.8 - - - - 30.6 - - R32 31.8 - - - - 30.5 - - - R33 31.8 - - - - 30.8 - - - R34 31.8 - - - - 30.6 - - - I R35 31.8 - - - - 31.1 - - - R36 31.8 - - - - 30.7 - - - I R37 R38 31.8 - - - - 31.8 - - - - 31.4 30.8 - - - - - - R39 31.8 - - - - 31.7 - - - R40 31.8 - - - - 30.9 - - - I R41 31.8 - - - - 32.0 - - - R42 31.8 - - - - 31.0 - - - I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) I R43 31.8 - - - - 32.4 - - - R44 31.8 - - - - 31.1 - - - 31.8 - - - - 32.8 - - - I R45 R46 31.8 - - - - 31.2 - - - R47 31.8 - - - - 33.3 - - - R48 31.8 - - - - 31.3 - - - R49 31.8 - - - - 33.8 - - R50 31.8 - - - - 31.4 - - - R51 31.8 - - - - 34.4 - - - 31.8 - - - - 31.5 - - - I R52 R53 31.8 - - - - 35.1 - - - R54 31.8 - - - - 31.6 - - - 31.8 - - - - 36.0 - - - I R55 R56 31.8 - - - - 31.7 - - - R57 31.8 - - - - 36.9 - - - R58 31.8 - - - - 31.8 - - - I R59 31.8 - - - - 38.1 - - - R60 31.8 - - - - 31.9 - - - R61 31.8 - - - - 39.4 - - - 31.8 - - - - 32.0 - - - I R62 Ml 30.8 - - - - 25.9 - - M2 30.8 - - - - 29.8 - - - I M3 M4 30.8 - - - - 30.8 - - - - 26.0 - - - 29.8 - - - M5 30.8 - - - - 26.2 - - - M6 30.8 - - - - 29.8 - - - 30.8 - - - - 26.8 - - - I M7 M8 30.8 - - - - 29.9 - - - M9 30.8 - - - - 27.3 - - - 30.8 - - - - 29.9 - - - I M10 Mil 30.8 - - - - 27.9 - - - M12 30.8 - - - - 30.0 - - - M13 30.8 - - - - 28.4 - - - I M14 30.8 - - - - 30.1 - - - M15 30.8 - - - - 28.8 - - - M16 30.8 - - - - 30.1 - - - M17 30.8 - - - - 29.2 - - - I M18 30.8 - - - - 30.2 - - - M19 30.8 - - - - 29.5 - - - 1 M20 M21 30.8 - - - - 30.8 - - - - 30.3 - - - 29.8 - - - M22 30.8 - - - - 30.4 - - - M23 30.8 - - - - 30.1 - - I M24 30.8 - - - - 30.5 - - - M25 30.8 - - - - 30.3 - - - M26 30.8 - - - - 30.6 - - - M27 30.8 - - - - 30.6 - - - I M28 30.8 - - - - 30.7 - - - M29 30.8 - - - - 30.8 - - - M30 30.8 - - - - 30.8 - - - I M31 30.8 - - - - 31.1 - - - M32 30.8 - - - - 30.9 - - - I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS \CALCULAT IONS \AREA B.SDF JOB TITLE: Area B I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE - (PT) (PSI) (GPM) 30.8 - - - - 31.3 - - - 30.8 - - - - 31.0 - - - 30.8 - - - - 31.6 - - - 30.8 - - - - 31.1 - - - 30.8 - - - - 31.8 - - - 30.8 - - - - 31.2 - - - 30.8 - - - - 32.2 - - - 30.8 - - - - 31.3 - - - 30.8 - - - - 32.5 - - - 30.8 - - - - 31.4 - - - 30.8 - - - - 32.9 - - - 30.8 - - - - 31.5 - - - 30.8 - - - - 33.3 - - - 30.8 - - - - 31.6 - - - 30.8 - - - - 33.8 - - - 30.8 - - - - 31.6 - - - 30.8 - - - - 34.4 - - - 30.8 - - - - 31.7 - - - 30.8 - - - - 35.1 - - - 30.8 - - - - 31.7 - - - 30.8 - - - - 35.8 - - - 30.8 - - - - 31.7 - - - 30.8 - - - - 36.7 - - - 30.8 - - - - 31.8 - - - 30.8 - - - - 37.8 - - - 30.8 - - - - 31.8 - - - 30.8 - - - 39.0 - - - 30.8 - - - - 31.8 - - - 30.8 - - - - 40.4 - - - 30.8 - - - - 31.8 - - - 30.8 - - - - 42.6 - - - 0.5 - - - - 59.5 - - - -3.0 - - - - 61.4 - - - -3.0 - - - - 62.0 - - - -3.0 - - - - 67.5 - - - -3.0 - - - - 68.0 - - - -3.0 - - - - 76.7 - - - -3.0 - - - - 77.5 - - - 3.0 - - - - 65.8 - - - 3.0 - - - -- 73.8 - - - 0.0 SOURCE 78.1 1152.0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 116.0 2.157 PL 76.50 PF 8.9 R2 31.8 0.0 28.1 0.0 10.2 120 FTG T PE 0.0 Si 31.8 8.0 19.2 35.1 0.100 TL 88.50 PV I Pipe: 2 80.9 2.157 PL 8.00 PF 0.4 - Si 31.8 8.0 19.2 35.1 7.1 120 FTG ---- PE 0.0 I S2 31.8 8.0 18.8 34.7 0.052 TL 8.00 PV Pipe: 3 46.3 2.157 PL 8.00 PF 0.4 S2 31.8 8.0 18.8 34.7 4.1 120 FTG T PE 0.0 I S3 31.8 8.0 18.4 34.3 0.018 TL 20.00 PV Pipe: 4 11.9 2.157 PL 8.00 PF 0.0 S3 31.8 8.0 18.4 34.3 1.0 120 FTG ---- PE 0.0 S4 31.8 8.0 18.4 34.3 0.001 TL 8.00 PV Pipe: .5 -22.4 2.157 PL 8.00 PF 0.0 I S4 31.8 8.0 18.4 34.3 2.0 120 FTG ---- PE 0.0 S5 31.8 8.0 18.4 34.4 0.005 TL 8.00 PV Pipe: 6 -56.7 2.157 PL 8.00 PF 0.2 I S5 31.8 8.0 18.4 34.4 5.0 120 FTG ---- PE 0.0 S6 31.8 8.0 18.7 34.6 0.027 TL 8.00 PV Pipe: 7 -91.3 2.157 PL 8.00 PF 0.5 I S6 31.8 8.0 18.7 34.6 8.0 120 FTG ---- PE 0.0 S7 31.8 8.0 19.2 35.0 0.065 TL 8.00 PV 1 Pipe: 8 -126.3 2.157 PL 8.00 PF 0.9 S7 31.8 8.0 19.2 35.0 11.1 120 FTG ---- PE 0.0 S8 31.8 8.0 20.1 35.9 0.118 TL 8.00 By I Pipe: 9 -162.2 2.157 PL 3.83 PF 3.0 58 31.8 8.0 20.1 35.9 14.2 120 FTG T PE 0.0 I Ri 31.8 0.0 23.1 0.0 0.187 TL 15.83 PV Pipe: 10 116.6 2.157 PL 76.50 PF 9.0 I R4 31.8 0.0 28.1 0.0 10.2 120 FTG T PE 0.0 S9 31.8 8.0 19.1 35.0 0.101 TL 88.50 By Pipe: ii 81.7 2.157 PL 8.00 PF 0.4 I S9 31.8 8.0 19.1 35.0 7.2 120 FTG ---- PE 0.0 S1O 31.8 8.0 18.7 34.6 0.053 TL 8.00 PV Pipe: 12 47.1 2.157 PL 8.00 PF 0.2 Slo 31.8 8.0 18.7 34.6 4.1 120 FTG ---- PE 0.0 Sib 31.8 8.0 18.5 34.4 0.019 TL 8.00 PV I I 'SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/13/2009ENT\C-2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. - END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 13 12.7 2.157 PL 8.00 PP 0.0 Sli 31.8 8.0 18.5 34.4 1.1 120 FTG ---- FE 0.0 I S12 31.8 8.0 18.5 34.4 0.002 TL 8.00 PV Pipe: 14 -21.7 2.157 PL 8.00 PP 0.0 I S12 31.8 8.0 18.5 34.4 1.9 120 FTG ---- FE 0.0 S13 31.8 8.0 18.5 34.5 0.005 TL 8.00 PV Pipe: 15 -56.2 2.157 PL 8.00 PP 0.2 I S13 31.8 8.0 18.5 34.5 4.9 120 FTG ---- PR 0.0 S14 31.8 8.0 18.8 34.6 0.026 TL 8.00 PV Pipe: 16 -90.8 2.157 PL 8.00 PP 0.5 S14 31.8 8.0 18.8 34.6 8.0 120 FTG ---- FE 0.0 S15 31.8 8.0 19.3 35.1 0.064 TL 8.00 PV I Pipe: 17 -125.9 2.157 PL 8.00 PF 0.9 S15 31.8 8.0 19.3 35.1 11.1 120 FTG ---- PR 0.0 S16 31.8 8.0 20.2 36.0 0.117 TL 8.00 PV I Pipe: 18 -161.9 2.157 FL 3.83 PP 2.9 S16 31.8 8.0 20.2 36.0 14.2 120 FTG T PE 0.0 I R3 31.8 0.0 23.1 0.0 0.186 TL 15.83 PV Pipe: 19 116.1 2.157 PL 76.50 PP 8.9 R6 31.8 0.0 28.1 0.0 10.2 120 FTG T FE 0.0 S17 31.8 8.0 19.2 35.1 0.101 TL 88.50 PV Pipe: 20 81.1 2.157 PL 8.00 PP 0.4 l S17 31.8 8.0 19.2 35.1 7.1 120 FTG ---- FE 0.0 S18 31.8 8.0 18.8 34.7 0.052 TL 8.00 PV Pipe: 21 46.4 2.157 PL 8.00 PP 0.1 IS18 31.8 8.0 18.8 34.7 4.1 120 FTG ---- PE 0.0 S19 31.8 8.0 18.6 34.5 0.018 TL 8.00 PV I Pipe: 22 11.9 2.157 FL 8.00 PP 0.0 S19 31.8 8.0 18.6 34.5 1.0 120 FTG ---- FE 0.0 S20 31.8 8.0 18.6 34.5 0.001 TL 8.00 PV I Pipe: 23 -22.7 2.157 FL 8.00 PP 0.0 - S20 31.8 8.0 18.6 34.5 2.0 120 FTG ---- FE 0.0 I S21 31.8 8.0 18.7 34.6 0.005 TL 8.00 PV Pipe: 24 -57.2 2.157 FL 8.00 PP 0.2 S21 31.8 8.0 18.7 34.6 5.0 120 FTG ---- FE 0.0 I S22 31.8 8.0 18.9 34.8 0.027 TL 8.00 PV Pipe: 25 -92.0 2.157 FL 8.00 PP 0.5 S22 31.8 8.0 18.9 34.8 8.1 120 FTG ---- FE 0.0 S23 31.8 8.0 19.4 35.2 0.065 TL 8.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -127.2 2.157 FL 8.00 PF 1.0 S23 31.8 8.0 19.4 35.2 11.2 120 FTG ---- PE 0.0 S24 31.8 8.0 20.4 36.1 0.119 TL 8.00 PV Pipe: 27 -163.3 2.157 PL 3.83 PF 3.0 I S24 31.8 8.0 20.4 36.1 14.3 120 FTG T FE 0.0 R5 31.8 0.0 23.4 0.0 0.189 TL 15.83 PV Pipe: 28 63.4 2.157 PL 76.50 PF 2.9 I R8 31.8 0.0 29.0 0.0 5.6 120 FTG T FE 0.0 S25 31.8 8.0 26.1 40.9 0.033 TL 88.50 PV Pipe: 29 22.5 2.157 PL 8.00 PF 0.0 S25 31.8 8.0 26.1 40.9 2.0 120 FTG ---- PE 0.0 S26 31.8 8.0 26.1 40.9 0.005 TL 8.00 PV I Pipe: 30 -18.3 2.157 FL 51.83 PF 0.2 S26 31.8 8.0 26.1 40.9 1.6 120 FTG T FE 0.0 R7 31.8 0.0 26.3 0.0 0.003 TL 63.83 PV I Pipe: 46 -35.7 2.157 FL 136.33 PF 1.8 Rll 31.8 0.0 27.6 0.0 3.1 120 FTG 2T PE 0.0 I R12 31.8 0.0 29.4 0.0 0.011 TL 160.33 PV Pipe: 47 -31.7 2.157 FL 136.33 PF 1.5 R13 31.8 0.0 28.1 0.0 2.8 120 FTG 2T FE 0.0 R14 31.8 0.0 29.5 0.0 0.009 TL 160.33 PV Pipe: 48 -27.9 2.157 FL 136.33 PF 1.2 I R15 31.8 0.0 28.5 0.0 2.4 120 FTG 2T FE 0.0 R16 31.8 0.0 29.6 0.0 0.007 TL 160.33 PV Pipe: 49 -24.3 2.157 PL 136.33 PF 0.9 l R17 31.8 0.0 28.8 0.0 2.1 120 FTG 2T FE 0.0 R18 31.8 0.0 29.7 0.0 0.006 TL 160.33 PV I Pipe: 50 -20.9 2.157 FL 136.33 PF 0.7 R19 31.8 0.0 29.1 0.0 1.8 120 FTG 2T FE 0.0 R20 31.8 0.0 29.8 0.0 0.004 TL 160.33 PV I Pipe: 51 -17.7 2.157 FL 136.33 PF 0.5 R21 31.8 0.0 29.4 0.0 1.6 120 FTC 2T PE 0.0 I R22 31.8 0.0 29.9 0.0 0.003 TL 160.33 PV Pipe: 52 -14.5 2.157 FL 136.33 PF 0.3 R23 31.8 0.0 29.7 0.0 1.3 120 FTC 2T PE 0.0 I R24 31.8 0.0 30.0 0.0 0.002 TL 160.33 PV Pipe: 53 -11.1 2.157 FL 136.33 PF 0.2 R25 31.8 0.0 29.9 0.0 1.0 120 FTG 2T FE 0.0 R26 31.8 0.0 30.1 0.0 0.001 TL 160.33 PV I SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 54 -7.3 2.157 FL 136.33 PP 0.1 R27 31.8 0.0 30.2 0.0 0.6 120 FTG 2T PE 0.0 I R28 31.8 0.0 30.3 0.0 0.001 TL 160.33 PV Pipe: 55 2.0 2.157 FL 136.33 PP 0.0 I R29 R30 31.8 31.8 0.0 0.0 30.4 30.4 0.0 0.0 0.2 120 0.000 FTG TL 2T 160.33 FE PV 0.0 Pipe: 56 8.1 2.157 PL 136.33 PF 0.1 I R31 31.8 0.0 30.6 0.0 0.7 120 FTG 2T PE 0.0 R32 31.8 0.0 30.5 0.0 0.001 TL 160.33 PV 57 11.8 2.157 PL 136.33 PP 0.2 I Pipe: R33 31.8 0.0 30.8 0.0 1.0 120 FTG 2T FE 0.0 R34 31.8 0.0 30.6 0,0 0.001 TL 160.33 PV I Pipe: 58 15.2 2.157 FL 136.33 PP 0.4 R35 31.8 0.0 31.1 0.0 1.3 120 FTG 2T FE 0.0 R36 31.8 0.0 30.7 0.0 0.002 TL 160.33 PV I Pipe: 59 18.4 2.157 FL 136.33 PP 0.5 R37 31.8 0.0 31.4 0.0 1.6 120 FTG 2T FE 0.0 I R38 31.8 0.0 30.8 0.0 0.003 TL 160.33 PV Pipe: 60 21.7 2.157 FL 136.33 PP 0.7 R39 31.8 0.0 31.7 0.0 1.9 120 FTG 2T FE 0.0 R40 31.8 0.0 30.9 0.0 0.005 TL 160.33 PV Pipe: 61 25.1 2.157 FL 136.33 PF 0.9 R41 31.8 0.0 32.0 0.0 2.2 120 FTG 2T FE 0.0 I R42 31.8 0.0 31,0 0.0 0.006 TL 160.33 PV Pipe: 62 28.7 2.157 FL 136.33 PP 1.2 I R43 31.8 0.0 32.4 0.0 2.5 120 FTG 2T FE 0.0 R44 31.8 0.0 31.1 0.0 0.008 TL 160.33 PV Pipe: 63 32.6 2.157 FL 136.33 FE 1.5 I R45 31.8 0.0 32.8 0.0 2.9 120 FTG 2T FE 0.0 R46 31.8 0.0 31.2 0.0 0.010 TL 160.33 PV I Pipe: 64 36.7 2.157 FL 136.33 PF 1.9 R47 31.8 0.0 33.3 0.0 3.2 120 FTG 2T FE 0.0 R48 31.8 0.0 31.3 0.0 0.012 TL 160.33 PV I Pipe: 65 41.1 2.157 FL 136.33 PP 2.4 R49 31.8 0.0 33.8 0.0 3.6 120 FTG 2T PP 0.0 I R50 31.8 0.0 31.4 0.0 0.015 TL 160.33 FV Pipe: 66 45.9 2.157 FL 136.33 PP 2.9 R51 31.8 0.0 34.4 0.0 4,0 120 FTG 2T PE 0.0 I R52 31.8 0.0 31.5 0.0 0.018 TL 160.33 PV I SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 67 51.1 2.157 PL 136.33 PF 3.5 R53 31.8 0.0 35.1 0.0 4.5 120 FTG 2T PE 0.0 I R54 31.8 0.0 31.6 0.0 0.022 TL 160.33 PV Pipe: 68 56.7 2.157 PL 136.33 PP 4.3 I R55 R56 31.8 31.8 0.0 0.0 36.0 31.7 0.0 0.0 5.0 120 0.027 FTG TL 2T 160.33 PE PV 0.0 Pipe: 69 62.7 2.157 PL 136.33 PP 5.2 I R57 31.8 0.0 36.9 0.0 5.5 120 FTG 2T PE 0.0 R58 31.8 0.0 31.8 0.0 0.032 TL 160.33 PV 70 69.3 2.157 PL 136.33 PF 6.2 I Pipe: R59 31.8 0.0 38.1 0.0 6.1 120 FTG 2T PE 0.0 R60 31.8 0.0 31.9 0.0 0.039 TL 160.33 PV I Pipe: 71 76.4 2.157 PL 136.33 PP 7.4 R61 31.8 0.0 39.4 0.0 6.7 120 FTG 2T PE 0.0 P.62 31.8 0.0 32.0 0.0 0.046 TL 160.33 PV I Pipe: 72 -162.2 2.157 PL 1.00 PF 2.4 Ri 31.8 0.0 23.1 0.0 14.2 120 FTG T PE 0.4 I Ml 30.8 0.0 25.9 0.0 0.187 TL 13.00 PV Pipe: 73 -116.0 2.157 PL 1.00 PP 1.3 R2 31.8 0.0 28.1 0.0 10.2 120 FTG T PE 0.4 M2 30.8 0.0 29.8 0.0 0.100 TL 13.00 PV Pipe: 74 -161.9 2.157 PL 1.00 PF 2.4 31.8 0.0 23.1 0.0 14.2 120 FTG T PE 0.4 I R3 M3 30.8 0.0 26.0 0.0 0.186 TL 13.00 PV Pipe: 75 -116.6 2.157 PL 1.00 PP 1.3 I R4 31.8 0.0 28.1 0.0 10.2 120 FTG T PE 0.4 M4 30.8 0.0 29.8 0.0 0.101 TL 13.00 PV I Pipe: 76 -163.3 2.157 PL 1.00 PP 2.5 • R5 .31.8 0.0 23.4 0.0 14.3 120 FTG T PE 0.4 M5 30.8 0.0 26.2 0.0 0.189 TL 13.00 PV I Pipe: 77 -116.1 2.157 PL 1.00 PP 1.3 R6 31.8 0.0 28.1 0.0 10.2 120 FTG T PE 0.4 M6 30.8 0.0 29.8 0.0 0.101 TL 13.00 PV I Pipe: 78 -18.3 2.157 PL 1.00 PP 0.0 R7 31.8 0.0 26.3 0.0 1.6 120 FTG T PE 0.4 I M7 30.8 0.0 26.8 0.0 0.003 TL 13.00 PV Pipe: 79 -63.4 2.157 PL 1.00 PF 0.4 R8 31.8 0.0 29.0 0.0 5.6 120 FTG T PE 0.4 I MB 30.8 0.0 29.9 0.0 0.033 TL 13.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 • DATE: 7/13/2009ENT\C2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B U 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) I Pipe: 80 0.0 2.157 FL 1.00 PF 0.0 R9 31.8 0.0 26.9 0.0 0.0 120 FTG T PE 0.4 M9 30.8 0.0 27.3 0.0 0.000 TL 13.00 PV Pipe: 81 0.0 2.157 FL 1.00 PF 0.0 31.8 0.0 29.5 0.0 0.0 120 FTG T PE 0.4 I RiO M10 30.8 0.0 29.9 0.0 0.000 TL 13.00 PV Pipe: 82 35.7 2.157 FL 1.00 PF 0.1 I Rll 31.8 0.0 27.6 0.0 3.1 120 FTG T PE 0.4 Mil 30.8 0.0 27.9 0.0 0.011 TL 13.00 PV I Pipe: 83 -35.7 2.157 FL 1.00 PF 0.1 • R12 31.8 0.0 29.4 0.0 3.1 120 FTG T PE 0.4 M12 30.8 0.0 30.0 0.0 0.011 TL 13.00 PV I Pipe: 84 31.7 2.157 FL 1.00 PF 0.1 R13 31.8 0.0 28.1 0.0 2.8 120 FTG T FE 0.4 M13 30.8 0.0 28.4 0.0 0.009 TL 13.00 PV I Pipe: 85 -31.7 2.157 FL 1.00 PF 0.1 R14 31.8 0.0 29.5 0.0 2.8 120 FTG T FE 0.4 I M14 30.8 0.0 30.1 0.0 0.009 TL 13.00 PV Pipe: 86 27.9 2.157 PL 1.00 PF 0.1 R15 31.8 0.0 28.5 0.0 2.4 120 FTG T PE 0.4 I M15 30.8 0.0 28.8 0.0 0.007 TL 13.00 PV Pipe: 87 -27.9 2.157 FL 1.00 PF 0.1 R16 31.8 0.0 29.6 0.0 2.4 120 FTG T FE 0.4 I M16 30.8 0.0 30.1 0.0 0.007 TL 13.00 PV Pipe: 88 24.3 2.157 PL 1.00 PF 0.1 • I R17 31.8 0.0 28.8 0.0 2.1 120 FTG T FE 0.4 M17 30.8 0.0 29.2. 0.0 0.006 TL 13.00 PV Pipe: 89 -24.3 2.157 FL 1.00 FE 0.1 • R18 31.8 0.0 29.7 0.0 2.1 120 FTG T PE 0.4 M18 30.8 0.0 30.2 0.0 0.006 TL 13.00 PV I Pipe: 90 20.9 2.157 FL 1.00 FE 0.1 R19 31.8 0.0 29.1 0.0 1.8 120 FTG T FE 0.4 M19 30.8 0.0 29.5 0.0 0.004 TL 13.00 PV I 0.1 Pipe: 91 -20.9 2.157 FL 1.00 PF R20 31.8 0.0 29.8 0.0 1.8 120 FTG T FE 0.4 I M20 30.8 0.0 30.3 0.0 0.004 TL 13.00 PV Pipe: 92 17.7 2.157 FL 1.00 PF 0.0 I R21 M21 31.8 30.8 0.0 0.0 29.4 29.8 0.0 0.0 1.6 120 0.003 FTG TL T 13.00 PE PV 0.4 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 • DATE: 7/13/2009ENT\C-2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 93 -17.7 2.157 PL 1.00 PP 0.0 R22 31.8 0.0 29.9 0.0 1.6 120 FTG T PE 0.4 I M22 30.8 0.0 30.4 0.0 0.003 TL 13.00 PV Pipe: 94 14.5 2.157 PL 1.00 PP 0.0 I R23 M23 31.8 30.8 0.0 0.0 29.7 30.1 0.0 0.0 1.3 120 0.002 FTG TL T 13.00 PE PV 0.4 Pipe: 95 -14.5 2.157 PL 1.00 PP 0.0 I R24 31.8 0.0 30.0 0.0 1.3 120 FTG T PE 0.4 M24 30.8 0.0 30.5 0.0 0.002 TL 13.00 PV • Pipe: 96 11.1 2.157 PL 1.00 PF 0.0 • R25 31.8 0.0 29.9 0.0 1.0 120 FTG T PR 0.4 M25 30.8 0.0 30.3 0.0 0.001 TL 13.00 PV Pipe: 97 -11.1 2.157 PL 1.00 PP 0.0 • R26 31.8 0.0 30.1 0.0 1.0 120 FTG T PR 0.4 M26 30.8 0.0 30.6 0.0 0.001 TL 13.00 PV I Pipe: 98 7.3 2.157 PL 1.00 PP 0.0 R27 31.8 0.0 30.2 0.0 0.6 120 FTG T PE 0.4 I M27 30.8 0.0 30.6 0.0 0.001 TL 13.00 PV Pipe: 99 -7.3 2.157 PL 1.00 PP 0.0 R28 31.8 0.0 30.3 0.0 0.6 120 FTG T PE 0.4 I M28 30.8 0.0 30.7 0.0 0.001 TL 13.00 PV Pipe: 101 -2.0 2.157 PL 1.00 PP 0.0 31.8 0.0 30.4 0.0 0.2 120 FTG T PR 0.4 I R29 M29 30.8 0.0 30.8 0.0 0.000 TL 13.00 PV - Pipe: 102 2.0 2.157 PL 1.00 PP 0.0 I R30 31.8 0.0 30.4 0.0 0.2 120 FTG T PE 0.4 M30 30.8 0.0 30.8 0.0 0.000 TL 13.00 PV I Pipe: 103 -8.1 2.157 PL 1.00 PP 0.0 R31 31.8 0.0 30.6 0.0 0.7 120 FTG T PE 0.4 M31 30.8 0.0 31.1 0.0 0.001 TL 13.00 PV I Pipe: 104 8.1 2.157 PL 1.00 PP 0.0 R32 31.8 0.0 30.5 0.0 0.7 120 FTC T PE 0.4 M32 30.8 0.0 30.9 0.0 0.001 TL 13.00 PV I Pipe: 105 -11.8 2.157 PL 1.00 PF 0.0 R33 31.8 0.0 30.8 0.0 1.0 120 FTG T PE 0.4 I M33 30.8 0.0 31.3 0.0 0.001 TL 13.00 PV Pipe: 106 11.8 2.157 PL 1.00 PP 0.0 I R34 M34 31.8 30.8 0.0 0.0 30.6 31.0 0.0 0.0 1.0 120 0.001 FTC TL T 13.00 PR PV 0.4 I SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B 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) I Pipe: 107 -15.2 2.157 PL 1.00 PF 0.0 R35 31.8 0.0 31.1 0.0 1.3 120 FTG T PE 0.4 M35 30.8 0.0 31.6 0.0 0.002 TL 13.00 PV Pipe: 108 15.2 2.157 PL 1.00 PF 0.0 I R36 M36 31.8 30.8 0.0 0.0 30.7 31.1 0.0 0.0 1.3 120 0.002 FTG TL T 13.00 PE PV 0.4 Pipe: 109 -18.4 2.157 PL 1.00 PF 0.0 I R37 31.8 0.0 31.4 0.0 1.6 120 FTG T PE 0.4 M37 30.8 0.0 31.8 0.0 0.003 TL 13.00 PV 110 18.4 2.157 PL 1.00 PF 0.0 I Pipe: R38 31.8 0.0 30.8 0.0 1.6 120 FTG T PE 0.4 M38 30.8 0.0 31.2 0.0 0.003 TL 13.00 PV I Pipe: 111 -21.7 2.157 PL 1.00 PF 0.1 R39 31.8 0.0 31.7 0.0 1.9 120 FTG T PE 0.4 M39 30.8 0.0 32.2 0.0 0.005 TL 13.00 PV I Pipe: 112 21.7 2.157 PL 1.00 PF 0.1 R40 31.8 0.0 30.9 0.0 1.9 120 FTG T PE 0.4 I M40 30.8 0.0 31.3 0.0 0.005 TL 13.00 PV Pipe: 113 -25.1 2.157 PL 1.00 PF 0.1 R41 31.8 0.0 32.0 0.0 2.2 120 FTG T PE 0.4 M41 30.8 0.0 32.5 0.0 0.006 TL 13.00 PV Pipe: 114 25.1 2.157 PL 1.00 PF 0.1 31.8 0.0 31.0 0.0 2.2 120 FTG T PE 0.4 I R42 M42 30.8 0.0 31.4 0.0 0.006 TL 13.00 PV Pipe: 115 -28.7 2.157 PL 1.00 PF 0.1 R43 31.8 0.0 32.4 0.0 2.5 120 FTC T PE 0.4 M43 30.8 0.0 32.9 0.0 0.008 TL 13.00 PV I Pipe: 116 28.7 2.157 PL 1.00 PP 0.1 • R44 31.8 0.0 31.1 0.0 2.5 120 FTG T PE 0.4 M44 30.8 0.0 31.5 0.0 0.008 TL 13.00 PV I Pipe: 117 -32.6 2.157 PL 1.00 PF 0.1 R45 31.8 0.0 32.8 0.0 2.9 120 FTG T PE 0.4 M45 30.8 0.0 33.3 0.0 0.010 TL 13.00 PV I Pipe: 118 32.6 2.157 PL 1.00 PF 0.1 R46 31.8 0.0 31.2 0.0 2.9 120 FTG T PE 0.4 I M46 30.8 0.0 31.6 0.0 0.010 TL 13.00 PV Pipe: 119 -36.7 2.157 PL 1.00 PF 0.2 R47 31.8 0.0 33.3 0.0 3.2 120 FTG T PE 0.4 I M47 30.8 0.0 33.8 0.0 0.012 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: I SPRINKLER 7/13/2009ENT\C 2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B 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) I 0.2 Pipe: 120 36.7 2.157 PL 1.00 PF R48 31.8 0.0 31.3 0.0 3.2 120 FTG T PE 0.4 I M48 30.8 0.0 31.6 0.0 0.012 TL 13.00 PV Pipe: 121 -41.1 2.157 FL 1.00 PF 0.2 I R49 M49 31.8 30.8 0.0 0.0 33.8 34.4 0.0 0.0 3.6 120 0.015 FTG TL T 13.00 PE PV 0.4 Pipe: 122 41.1 2.157 PL 1.00 PF 0.2 I R50 31.8 0.0 31.4 0.0 3.6 120 FTG T PE 0.4 M50 30.8 0.0 31.7 0.0 0.015 TL 13.00 PV I Pipe: 123 -45.9 2.157 PL 1.00 PF 0.2 • R51 31.8 0.0 34.4 0.0 4.0 120 FTG T FE 0.4 M51 30.8 0.0 35.1 0.0 0.018 TL 13.00 PV I Pipe: 124 45.9 2.157 PL 1.00 PF 0.2 R52 31.8 0.0 31.5 0.0 4.0 120 FTG T FE 0.4 M52 30.8 0.0 31.7 0.0 0.018 TL 13.00 PV I Pipe: 125 -51.1 2.157 FL 1.00 PF 0.3 R53 31.8 0.0 35.1 0.0 4.5 120 FTG T PE 0.4 I M53 30.8 0.0 35.8 0.0 0.022 TL 13.00 PV Pipe: 126 51.1 2.157 PL 1.00 PF 0.3 R54 31.8 0.0 31.6 0.0 4.5 120 FTG T FE 0.4 M54 30.8 0.0 31.7 0.0 0.022 TL 13.00 PV Pipe: 127 -56.7 2.157 FL 1.00 PF 0.3 31.8 0.0 36.0 0.0 5.0 120 FTG T FE 0.4 I R55 M55 30.8 0.0 36.7 0.0 0.027 TL 13.00 PV - Pipe: 128 56.7 2.157 FL 1.00 PF 0.3 I R56 31.8 0.0 31.7 0.0 5.0 120 FTG T PE 0.4 M56 30.8 0.0 31.8 0.0 0.027 TL 13.00 PV I Pipe: 129 -62.7 2.157 FL 1.00 PF 0.4 I R57 31.8 0.0 36.9 0.0 5.5 120 FTG T FE 0.4 M57 30.8 0.0 37.8 0.0 0.032 TL 13.00 PV I Pipe: 130 62.7 2.157 PL 1.00 PF 0.4 R58 31.8 0.0 31.8 0.0 5.5 120 FTG T PE 0.4 M58 30.8 0.0 31.8 0.0 0.032 TL 13.00 PV I 0.5 Pipe: 131 -69.3 2.157 FL 1.00 PF R59 31.8 0.0 38.1 0.0 6.1 120 FTG T FE 0.4 I M59 30.8 0.0 39.0 0.0 0.039 TL 13.00 PV Pipe: 132 69.3 2.157 FL 1.00 PF 0.5 R60 31.8 0.0 31.9 0.0 6.1 120 FTG T FE 0.4 I M60 30.8 0.0 31.8 0.0 0.039 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: I SPRINKLER 7/13/2009ENT\C2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) H(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I PF 0.6 Pipe: 133 -76.4 2.157 PL 1.00 R61 31.8 0.0 39.4 0.0 6.7 120 FTG T PE 0.4 M61 30.8 0.0 40.4 0.0 0.046 TL 13.00 PV Pipe: 134 76.4 2.157 PL 1.00 PF 0.6 31.8 0.0 32.0 0.0 6.7 120 FTG T PE 0.4 I R62 M62 30.8 0.0 31.8 0.0 0.046 TL 13.00 PV Pipe: 135 -162.2 4.260 FL 10.00 PF 0.1 I Ml 30.8 0.0 25.9 0.0 3.7 120 FTG ---- PE 0.0 M3 30.8 0.0 26.0 0.0 0.007 TL 10.00 PV 136 -324.1 4.260 PL 10.00 PF 0.2 I Pipe: M3 30.8 0.0 26.0 0.0 7.3 120 FTG ---- PE 0.0 M5 30.8 0.0 26.2 0.0 0.024 TL 10.00 PV I Pipe: 137 -487.4 4.260 PL 10.00 PF 0.5 M5 30.8 0.0 26.2 0.0 11.0 120 FTG ---- FE 0.0 M7 30.8 0.0 26.8 0.0 0.052 TL 10.00 PV I Pipe: 138 -505.8 4.260 FL 10.00 PF 0.6 M7 30.8 0.0 26.8 0.0 11.4 120 FTG ---- PE 0.0 M9 30.8 0.0 27.3 0.0 0.056 TL 10.00 PV Pipe: 139 -505.8 4.260 PL 10.00 PF 0.6 M9 30.8 0.0 27.3 0.0 11.4 120 FTG ---- PE 0.0 Mil 30.8 0.0 27.9 0.0 0.056 TL 10.00 PV Pipe: 140 -470.0 4.260 FL 10.00 PF 0.5 Mil 30.8 0.0 27.9 0.0 10.6 120 FTC ---- PE 0.0 I M13 30.8 0.0 28.4 0.0 0.049 TL 10.00 PV Pipe: 141 -438.4 4.260 FL 10.00 PF 0.4 M13 30.8 0.0 28.4 0.0 9.9 120 FTG ---- FE 0.0 M15 30.8 0.0 28.8 0.0 0.043 TL 10.00 PV Pipe: 142 -410.5 4.260 PL 10.00 PF 0.4 I M15 30.8 0.0 28.8 0.0 9.2 120 FTG ---- PE 0.0 M17 30.8 0.0 29.2 0.0 0.038 TL 10.00 PV I Pipe: 143 -386.2 4.260 PL 10.00 FE 0.3 M17 30.8 0.0 29.2 0.0 8.7 120 FTG ---- PE 0.0 M19 30.8 0.0 29.5 0.0 0.034 TL 10.00 F'! I 0.3 Pipe: 144 -365.2 4.260 PL 10.00 FE M19 30.8 0.0 29.5 0.0 8.2 120 FTG ---- FE 0.0 M21 30.8 0.0 29.8 0.0 0.030 TL 10.00 PV Pipe: 145 -347.5 4.260 PL 10.00 PF 0.3 M21 30.8 0.0 29.8 0.0 7.8 120 FTC ---- PE 0.0 I M23 30.8 0.0 30.1 0.0 0.028 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (ET) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 146 -333.0 4.260 FL 10.00 PF 0.3 M23 30.8 0.0 30.1 0.0 7.5 120 FTG ---- PE 0.0 I M25 30.8 0.0 30.3 0.0 0.026 TL 10.00 PV Pipe: 147 -321.9 4.260 FL 10.00 PF 0.2 M25 30.8 0.0 30.3 0.0 7.2 120 FTG ---- FE 0.0 M27 30.8 0.0 30.6 0.0 0.024 TL 10.00 PV Pipe: 148 -314.6 4.260 PL 10.00 PF 0.2 30.8 0.0 30.6 0.0 7.1 120 FTG ---- FE 0.0 I M27 M29 30.8 0.0 30.8 0.0 0.023 TL 10.00 PV 149 -316.6 4.260 PL 10.00 PF 0.2 I Pipe: M29 30.8 0.0 30.8 0.0 7.1 120 FTG ---- FE 0.0 M31 30.8 0.0 31.1 0.0 0.023 TL 10.00 PV I Pipe: 150 -324.7 4.260 FL 10.00 PF 0.2 M31 30.8 0.0 31.1 0.0 7.3 120 FTG ---- PE 0.0 M33 30.8 0.0 31.3 0.0 0.025 TL 10.00 PV I Pipe: 151 -336.5 4.260 FL 10.00 PF 0.3 M33 30.8 0.0 31.3 0.0 7.6 120 FTG ---- FE 0.0 M35 30.8 0.0 31.6 0.0 0.026 TL 10.00 PV I 0.3 Pipe: 152 -351.7 4.260 FL 10.00 PF M35 30.8 0.0 31.6 0.0 7.9 120 FTG ---- PE 0.0 M37 30.8 0.0 31.8 0.0 0.028 TL 10.00 PV Pipe: 153 -370.1 4.260 FL 10.00 PF 0.3 M37 30.8 0.0 31.8 0.0 8.3 120 FTG ---- FE 0.0 I M39 30.8 0.0 32.2 0.0 0.031 TL 10.00 PV Pipe: 154 -391.8 4.260 FL 10.00 PF 0.3 M39 30.8 0.0 32.2 0.0 8.8 120 FTG ---- FE 0.0 1 M41 30.8 0.0 32.5 0.0 0.035 TL 10.00 PV Pipe: 155 -416.9 4.260 FL 10.00 FE 0.4 I M41 30.8 0.0 32.5 0.0 9.4 120 FTG ---- FE 0.0 M43 30.8 0.0 32.9 0.0 0.039 TL 10.00 PV I Pipe: 156 -445.6 4.260 FL 10.00 FE 0.4 M43 30.8 0.0 32.9 0.0 10.0 120 FTG ---- FE 0.0 M45 30.8 0.0 33.3 0.0 0.044 TL 10.00 FV I Pipe: 157 -478.1 4.260 FL 10.00 PF 0.5 M45 30.8 0.0 33.3 0.0 10.8 120 FTG ---- FE 0.0 I M47 30.8 0.0 33.8 0.0 0.050 TL 10.00 FV Pipe: 158 -514.8 4.260 PL 10.00 FE 0.6 M47 30.8 0.0 33.8 0.0 11.6 120 FTG ---- FE 0.0 I M49 30.8 0.0 34.4 0.0 0.058 TL 10.00 FV I SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I 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) I Pipe: -556.0 4.260 PL 10.00 PF 0.7 159 M49 30.8 0.0 34.4 0.0 12.5 120 FTG ---- PE 0.0 I M51 30.8 0.0 35.1 0.0 0.066 TL 10.00 PV Pipe: 160 -601.9 4.260 FL 10.00 PF 0.8 M51 30.8 0.0 35.1 0.0 13.5 120 FTG ---- PE 0.0 M53 30.8 0.0 35.8 0.0 0.077 TL 10.00 PV Pipe: 161 -652.9 4.260 FL 10.00 PF 0.9 30.8 0.0 35.8 0.0 14.7 120 FTG ---- PE 0.0 I M53 M55 30.8 0.0 36.7 0.0 0.089 TL 10.00 PV • Pipe: 162 -709.6 4.260 PL 10.00 PF 1.0 M55 30.8 0.0 36.7 0.0 16.0 120 FTG ---- PE 0.0 M57 30.8 0.0 37.8 0.0 0.104 TL 10.00 PV I Pipe: 163 -772.3 4.260 PL 10.00 PF 1.2 M57 30.8 0.0 37.8 0.0 17.4 120 FTG ---- PE 0.0 M59 30.8 0.0 39.0 0.0 0.122 TL 10.00 PV I Pipe: 164 -841.6 4.260 FL 10.00 PF 1.4 M59 30.8 0.0 39.0 0.0 18.9 120 FTG ---- PE 0.0 M61 30.8 0.0 40.4 0.0 0.143 TL 10.00 PV I PF 0.0 Pipe: 165 -116.0 6.357 FL 10.00 M2 30.8 0.0 29.8 0.0 1.2 120 FTG ---- PE 0.0 30.8 0.0 29.8 0.0 0.001 TL 1.0.00 PV Pipe: 166 -232.6 6.357 PL 10.00 PF 0.0 M4 30.8 0.0 29.8 0.0 2.4 120 FTG ---- FE 0.0 M6 30.8 0.0 29.8 0.0 0.002 TL 10.00 PV Pipe: 167 -348.8 6.357 PL 10.00 PF 0.0 1 M6 30.8 0.0 29.8 0.0 3.5 120 FTG ---- PE 0.0 M8 30.8 0.0 29.9 0.0 0.004 TL 10.00 PV Pipe: 168 -412.2 6.357 PL 10.00 PF 0.1 I M8 30.8 0.0 29.9 0.0 4.2 120 FTG ---- FE 0.0 M10 30.8 0.0 29.9 0.0 0.005 TL 10.00 PV I Pipe: 169 -412.2 6.357 FL 10.00 PE 0.1 M10 30.8 0.0 29.9 0.0 4.2 120 FTG ---- PE 0.0 M12 30.8 0.0 30.0 0.0 0.005 TL 10.00 PV I Pipe: 170 -447.9 6.357 FL 10.00 PF 0.1 M12 30.8 0.0 30.0 0.0 4.5 120 FTG ---- FE 0.0 I M14 30.8 0.0 30.1 0.0 0.006 TL 10.00 PV Pipe: 171 -479.6 6.357 FL 10.00 PF 0.1 M14 30.8 0.0 30.1 0.0 4.8 120 FTG ---- FE 0.0 M16 30.8 0.0 30.1 0.0 0.007 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: I SPRINKLER 7/13/2009ENT\C 2625 LIFE TECHNOLOGIES RACKS \CALCULAT IONS \AREA B.SDF JOB TITLE: Area B I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 172 -507.4 6.357 PL 10.00 PF 0.1 M16 30.8 0.0 30.1 0.0 5.1 120 FTG ---- PE 0.0 I M18 30.8 0.0 30.2 0.0 0.008 TL 10.00 PV Pipe: 173 -531.8 6.357 PL 10.00 PP 0.1 M18 30.8 0.0 30.2 0.0 5.4 120 FTG ---- PE 0.0 M20 30.8 0.0 30.3 0.0 0.009 TL 10.00 PV Pipe: 174 -552.7 6.357 PL 10.00 PF 0.1 30.8 0.0 30.3 0.0 5.6 120 FTG ---- PE 0.0 I M20 M22 30.8 0.0 30.4 0.0 0.009 TL 10.00 PV 175 -570.4 6.357 PL 10.00 PF 0.1 I Pipe: M22 30.8 0.0 30.4 0.0 5.8 120 FTG ---- PE 0.0 M24 30.8 0.0 30.5 0.0 0.010 TL 10.00 PV 176 -584.9 6.357 PL 10.00 PF 0.1 I Pipe: M24 30.8 0.0 30.5 0.0 5.9 120 FTG ---- PE 0.0 M26 30.8 0.0 30.6 0.0 0.010 TL 10.00 PV I Pipe: 178 -596.0 6.357 PL 10.00 PF 0.1 M26 30.8 0.0 30.6 0.0 6.0 120 FTG ---- PE 0.0 M28 30.8 0.0 30.7 0.0 0.011 TL 10.00 PV I 0.1 Pipe: 179 -603.3 6.357 PL 10.00 PF M28 30.8 0.0 30.7 0.0 6.1 120 FTG ---- PE 0.0 M30 30.8 0.0 30.8 0.0 0.011 TL 10.00 PV Pipe: 180 -601.3 6.357 PL 10.00 PP 0.1 I M30 M32 30.8 30.8 0.0 0.0 30.8 30.9 0.0 0.0 6.1 120 0.011 FTG TL ---- 10.00 PE PV 0.0 Pipe: 181 -593.2 6.357 PL 10.00 PF 0.1 M32 30.8 0.0 30.9 0.0 6.0 120 FTG ---- PE 0.0 I M34 30.8 0.0 31.0 0.0 0.011 TL 10.00 PV Pipe: 182 -581.4 6.357 PL 10.00 PF 0.1 I M34 30.8 0.0 31.0 0.0 5.9 120 FTG ---- PE 0.0 M36 30.8 0.0 31.1 0.0 0.010 TL 10.00 PV I Pipe: 183 -566.2 6.357 PL 10.00 PP 0.1 M36 30.8 0.0 31.1 0.0 5.7 120 FTG ---- PE 0.0 M38 30.8 0.0 31.2 0.0 0.010 TL 10.00 PV I Pipe: 184 -547.9 6.357 PL 10.00 PP 0.1 M38 30.8 0.0 31.2 0.0 5.5 120 FTG ---- PE 0.0 I M40 30.8 0.0 31.3 0.0 0.009 TL 10.00 PV Pipe: 185 -526.2 6.357 PL 10.00 PP 0.1 M40 30.8 0.0 31.3 - 0.0 5.3 120 FTG ---- PE 0.0 I M42 30.8 0.0 31.4 0.0 0.009 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I 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) I Pipe: 186 -501.1 6.357 PL 10.00 PF 0.1 M42 30.8 0.0 31.4 0.0 5.1 120 FTG ---- PE 0.0 l M44 30.8 0.0 31.5 0.0 0.008 TL 10.00 PV Pipe: 187 -472.4 6.357 PL 10.00 PF 0.1 M44 30.8 0.0 31.5 0.0 4.8 120 FTG ---- PE 0.0 M46 30.8 0.0 31.6 0.0 0.007 TL 10.00 PV Pipe: 189 -439.8 6.357 PL 10.00 PF 0.1 30.8 0.0 31.6 0.0 4.4 120 FTG ---- PE 0.0 I M46 M48 30.8 0.0 31.6 0.0 0.006 TL 10.00 PV Pipe: 190 -403.1 6.357 PL 10.00 PF 0.1 M48 30.8 0.0 31.6 0.0 4.1 120 FTG ---- PE 0.0 M50 30.8 0.0 31.7 0.0 0.005 TL 10.00 PV I Pipe: 191 -362.0 6.357 PL 10.00 PF 0.0 M50 30.8 0.0 31.7 0.0 3.7 120 FTG ---- PE 0.0 M52 30.8 0.0 31.7 0.0 0.004 TL 10.00 PV I Pipe: 192 -316.1 6.357 PL 10.00 PF 0.0 M52 30.8 0.0 31.7 0.0 3.2 120 FTG ---- PE 0.0 M54 30.8 0.0 31.7 0.0 0.003 TL 10.00 PV I Pipe: 193 -265.0 6.357 PL 10.00 PF 0.0 M54 30.8 0.0 31.7 0.0 2.7 120 FTG ---- PE 0.0 I M56 30.8 0.0 31.8 0.0 0.002 TL 10.00 PV Pipe: 194 -208.3 6.357 PL 10.00 PF 0.0 I M56 M58 30.8 30.8 0.0 0.0 31.8 31.8 0.0 0.0 2.1 120 0.002 FTG TL ---- 10.00 PE PV 0.0 Pipe: 195 -145.6 6.357 PL 10.00 PP 0.0 I M58 30.8 0.0 31.8 0.0 1.5 120 FTG ---- PE 0.0 M60 30.8 0.0 31.8 0.0 0.001 TL 10.00 PV Pipe: 196 -76.4 6.357 PL 10.00 PF 0.0 I M60 30.8 0.0 31.8 0.0 0.8 120 FTG ---- PE 0.0 M62 30.8 0.0 31.8 0.0 0.000 TL 10.00 PV I Pipe: 197 -917.9 6.357 PL 18.58 PP 2.2 M61 30.8 0.0 40.4 0.0 9.3 120 FTG 2ET PE 0.0 TOR 30.8 0.0 42.6 0.0 0.024 TL 92.58 PV I Pipe: 198 -917.9 6.357 PL 27.75 PP 2.3 TOR 30.8 0.0 42.6 0.0 9.3 120 FTG BTB PE 12.0 I G 3.0 0.0 57.0 0.0 0.024 TL 96.75 PV Pipe: 198A -23.5 1.728 PL 5.00 PF 0.1 1 8.8 5.6 17.7 23.5 3.2 120 FTG ---- PE 0.0 I 2 8.8 5.6 17.7 23.6 0.015 TL 5.00 PV Li SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B 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) I Pipe: 198B -47.1 1.728 PL 10.00 PF 0.6 2 8.8 5.6 17.7 23.6 6.4 120 FTG ---- FE 0.0 3 8.8 5.6 18.3 24.0 0.056 TL 10.00 PV I Pipe: 198C -71.1 1.728 PL 10.00 PF 1.2 3 8.8 5.6 18.3 24.0 9.7 120 FTC ---- FE 0.0 4 8.8 5.6 19.5 24.7 0.119 TL 10.00 PV Pipe: 198D -95.8 1.728 PL 10.00 PR 2.1 8.8 5.6 19.5 24.7 13.1 120 FTG ---- PE 0.0 I 4 5 8.8 5.6 21.6 26.0 0.208 TL 10.00 PV Pipe: 198E -121.8 1.728 PL 3.00 PR 4.6 I 5 8.8 5.6 21.6 26.0 16.7 120 FTG T PE 0.0 A 8.8 0.0 26.2 0.0 0.324 TL 14.29 PV 198E1 -21.7 1.728 PL 6.50 SF 0.1 I Pipe: 6 16.5 5.6 15.0 21.7 3.0 120 FTC ---- FE 0.0 7 16.5 5.6 15.1 21.8 0.013 TL 6.50 PV 1 Pipe: 198F -43.4 1.728 PL 10.00 SF 0.5 7 16.5 5.6 15.1 21.8 5.9 120 FTG ---- PE 0.0 8 16.5 5.6 15.6 22.1 0.048 TL 10.00 PV I Pipe: 198G -65.5 1.728 FL 9.50 PR 1.0 8 16.5 5.6 15.6 22.1 9.0 120 FTC ---- PE 0.0 I 9 16.5 5.6 16.5 22.8 0.103 TL 9.50 PV Pipe: 198H -88.3 1.728 PL 10.00 SF 1.8 9 16.5 5.6 16.5 22.8 12.1 120 FTG ---- PE 0.0 10 16.5 5.6 18.3 24.0 0.179 TL 10.00 PV Pipe: 1981 -112.3 1.728 FL 5.00 PF 1.4 ' 10 16.5 5.6 18.3 24.0 15.4 120 FTC ---- PE 0.0 11 16.5 0.0 19.7 0.0 0.279 TL 5.00 PV - Pipe: 1981 -112.3 1.728 FL 0.50 PF 3.3 ' 11 16.5 0.0 19.7 0.0 15.4 120 FTC T PE 0.0 B 16.5 0.0 23.0 0.0 0.279 TL 11.79 PV I Pipe: 198K -121.8 3.314 FL 11.50 PF 0.2 A 8.8 0.0 26.2 0.0 4.5 120 FTC ---- FE -3.3 B 16.5 0.0 23.0 0.0 0.014 TL 11.50 PV I Pipe: 198L -234.1 3.314 FL 15.25 PF 2.1 B 16.5 0.0 23.0 0.0 8.7 120 FTC ET FE -5.8 C 30.0 0.0 19.3 0.0 0.045 TL 47.28 PV ' Pipe: 198M -234.1 3.314 PL 20.00 PF 1.4 C 30.0 0.0 19.3 0.0 8.7 120 FTC E PE 0.0 D 30.0 0.0 20.7 0.0 0.045 TL 30.19 PV I SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: I SPRINKLER 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B I 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) I Pipe: 198N -234.1 3.314 PL 114.00 PR 6.1 D 30.0 0.0 20.7 0.0 8.7 120 FTG 2E PE 0.0 I E 30.0 0.0 26.8 0.0 0.045 TL 134.38 PV Pipe: 1980 -234.1 3.314 PL 265.17 PR 17.4 E 30.0 0.0 26.8 0.0 8.7 120 FTG 8ETB PE 0.0 I F30.0 0.0 44.2 0.0 0.045 TL 383.10 PV Pipe: 198P -234.1 3.314 FL 1.50 PR 1.1 30.0 0.0 44.2 0.0 8.7 120 FTG T PE 11.7 I F G 3.0 0.0 57.0 0.0 0.045 TL 23.34 PV 198Q -1152.0 6.357 PL 4.50 PF 1.5 I Pipe: G 3.0 0.0 57.0 0.0 11.6 120 FTG 2E PE 1.1 BOR 0.5 0.0 59.5 0.0 0.036 TL 40.50 PV I Pipe: 199 -1152.0 7.980 FL 10.00 PR 0.4 BOR 0.5 0.0 59.5 0.0 7.4 150 FTG 2L PE 1.5 DI -3.0 0.0 61.4 0.0 0.008 TL 50.00 PV I Pipe: 200 -1152.0 7.980 PL 40.00 PF 0.5 DI -3.0 0.0 61.4 0.0 7.4 150 FTG B PE 0.0 UG1 -3.0 0.0 62.0 0.0 0.008 TL 67.00 PV I Pipe: 201 -1152.0 7.980 PL 644.50 PR 5.5 UG1 -3.0 0.0 62.0 0.0 7.4 150 FTG T PE 0.0 I UG4 -3.0 0.0 67.5 0.0 0.008 TL 697.50 PV Pipe: 202 -1152.0 7.980 PL 25.50 PF 0.5 UG4 -3.0 0.0 67.5 0.0 7.4 150 FTG 2L PE 0.0 UG5 -3.0 0.0 68.0 0.0 0.008 TL 65.50 PV Pipe: 203 -1152.0 8.390 FL 6.00 PF 0.4 UGS -3.0 0.0 68.0 0.0 6.7 140 FTG 2L PE -2.6 I BF1 3.0 0.0 65.8 0.0 0.007 TL 50.00 PV ' Pipe: 204 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 73.8 0.0 8.0 psi, 1152.0 gpm BF1 3.0 0.0 65.8 0.0 I Pipe: 205 -1152.0 8.390 FL 6.00 PF 0.4 BF2 3.0 0.0 73.8 0.0 6.7 140 FTG 2L FE 2.6 UG6 -3.0 0.0 76.7 0.0 0.007 TL 50.00 PV I Pipe: 206 -1152.0 7.980 FL 16.83 PR 0.7 UG6 -3.0 0.0 76.7 0.0 7.4 150 FTG TL FE 0.0 I UG7 -3.0 0.0 77.5 0.0 0.008 TL 89.83 PV Pipe: 207 -1152.0 7.980 PL 126.00 PR 1.9 UG7 -3.0 0.0 77.5 0.0 7.4 150 FTG 2ETG PE -1.3 SRC 0.0 SRCE 78.1 (N/A) 0.008 TL 239.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B NOTES (HASS) I (1) Calculations were performed by the HASS 7.9 computer program under license no. 50040828 granted by HRS Systems, Inc. I 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average I imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.198 gpm. I (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.9 ft/sec at pipe 164. I (4) a. System remote area HAS been proven or 'peaked' b. Minimum pressure at any sprinkler: 17.655 psi I c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 17.678 psi d. Remote area is located adjacent to right cross main (5) 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 I Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N I Eli Tee LngE1l ChkVlv BfyVlv GatViv AlmChk DPVlv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 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 I I Li 11 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Tee LngEll ChkVlv BfyViv GatViv NPTee 8.390 Eli 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E Diameter MATERIAL: PVC150 HWC: 150 Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEil ChkVlv BfyViv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 I I I III I I I I I I I I 0 0 ('1 H 0 0 0 H 0 0 0 0 0 0 0 0 0 0 0 • • • • • • H 0 0 0 0 0 0 0 (\J 0 0 C\J H H —Qcfl-H-- I DATE: 7 JOB TIT I I E C 0 I 0 H I a H 44 QL 0 0 I H I H C I HIC co Zr I I4 114 a I 4- U)cI • c-,1 H I I 1 I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 25 DATE: 7/13/2009ENT\C -2625 LIFE TECHNOLOGIES RACKS\CALCULATIONS\AREA B.SDF JOB TITLE: Area B WATER SUPPLY CURVE 120+ *\\\\ 110+ \\\\\ \\\\\ I * <-102.6 psi @ 1060 gpm 100+ Flow Test Point 90+ 0 P 80+ R I X E S S 70+ U R I E I 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND TI I X = Required Water Supply TV I 78.05 psi @ 1652.0 gpm it 10+ TI 0 = Available Water Supply FT 91.15 psi @ 1652.0 gpm it I, 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 1 U U I I I I I I I I I I I I I I WESTERN FIRE PROTECTION, INC. 13630 DANIELSON STREET POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR LIFE TECHNOLOGIES 5781 VAN ALLEN WAY CARLSBAD CA 92008 FILE NUMBER: DATE: JUL 13, 2009 -DESIGN DATA- REMOTE AREA #3 OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINKLER K-FACTOR: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: I I I I I I I I I I I I I I I I I I I EXTRA HAZARD GRP I 0.3 GPM PER SQ.FT, 1545 SQ.FT. ENTIRE AREA 80 SQ. FT. MAX 25 sprinklers 842.9 gpm 1342.8 gpm 842.9 GPM @ 34.1 PSI 8.1 K WESTERN FIRE PROTECTION G. LOERA CARLSBAD FIRE DEPT. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 111.6 102.6 1060.0 97.7 1342.8 48.1 AGGREGATE FLOW ANALYSIS: I TOTAL FLOW AT SOURCE 1342.8 GPM HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM I TOTAL OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 842.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GPM) Si 9.0 K= 8.10 17.1 33.5 9.0 K= 8.10 17.1 33.5 I S2 S3 9.0 K= 8.10 17.1 33.5 S4 9.0 K= 8.10 17.3 33.7 S5 9.0 K= 8.10 18.0 34.3 I S6 9.0 K= 8.10 17.2 33.6 U S7 9.0 K= 8.10 17.2 33.6 S8 9.0 K= 8.10 17.2 33.6 9.0 K= 8.10 17.4 33.8 I S9 Slo 9.0 K= 8.10 18.1 34.5 Sib 9.0 K= 8.10 17.2 33.6 I S12 S13 9.0 9.0 K= K= 8.10 8.10 17.1 17.2 33.5 33.6 S14 9.0 K= 8.10 17.4 33.8 S15 9.0 K= 8.10 18.1 34.4 IS16 9.0 K= 8.10 17.1 33.5 S17 9.0 K= 8.10 17.1 33.5 S18 9.0 K= 8.10 17.1 33.5 • S19 9.0 K= 8.10 17.3 33.7 S20 9.0 K= 8.10 18.0 34.3 S21 9.0 K= 8.10 17.0 33.4 S22 9.0 K= 8.10 17.0 33.4 I S23 9.0 K= 8.10 17.0 33.4 S24 9.0 K= 8.10 17.2 33.6 S25 9.0 K= 8.10 17.9 34.2 - - - - 10.5 - - - B I A30.8 30.8 - - - - 10.5 - - - C 30.8 - - - - 10.5 - - - E I D30.8 30.8 - - - - - - - - 10.7 11.5 - - - - - - F 30.8 - - - - 10.5 - - - G 30.8 - - - - 10.5 - - - I H 30.8 - - - - 10.5 - - - I 30.8 - - - - 10.7 - - - I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) I J 30.8 - - - - 11.5 - - - K 30.8 - - - - 10.5 - - - - - - - 10.5 - - - M I L30.8 30.8 - - - - 10.5 - - - N 30.8 - - - - 10.7 - - - 0 30.8 - - - - 11.5 - - - I P 30.8 - - - - 10.6 - - - Q 30.8 - - - - 10.5 - - - R 30.8 - - - - 10.6 - - - 5 30.8 - - - - 10.8 - - - T 30.8 - - - - 11.6 - - - U 30.8 - - - - 10.7 - - - W IV30.8 - - - - 30.8 - - - - 10.6 - - - 10.7 - - - X 30.8 - - - - 10.9 - - - Y 30.8 - - - - 11.7 - - - I Ri 30.8 - - - - 13.0 - - - R2 30.8 - - - - 13.0 - - - R3 30.8 - - - - 13.0 - - - 30.8 - - - - 13.0 - - - I R4 R5 30.8 - - - - 13.0 - - - R6 30.8 - - - - 13.0 - - - R7 30.8 - - - - 13.0 - - - 1 R8 30.8 - - - - 13.0 - - - R9 30.8 - - - - 13.0 - - - RiO 30.8 - - - - 13.0 - - - 30.8 - - - - 13.0 - - - I Rll R12 30.8 - - - - 13.0 - - - R13 30.8 - - - - 12.8 - - - I R14 R15 30.8 - - - - 30.8 - - - - 11.7 - - - 12.8 - - - R16 30.8 - - - - 11.6 - - - R17 30.8 - - - - 12.8 - - - I R18 30.8 - - - - 11.7 - - - R19 30.8 - - - - 12.8 - - - R20 30.8 - - - - 11.7 - - - 30.8 - - - - 12.9 - - I R21 R22 30.8 - - - - 11.8 - - - R23 30.8 - - - - 13.3 - - - 30.8 - - - - 13.3 - - - I R24 R25 30.8 - - - - 13.4 - - - R26 30.8 - - - - 13.4 - - - R27 30.8 - - - - 13.5 - - - 30.8 - - - - 13.5 - - - I R28 R29 30.8 - - - - 13.6 - - - R30 30.8 - - - - 13.7 - - - I R31 R32 30.8 - - - - 30.8 - - - - 13.8 - - - 13.8 - - - R33 30.8 - - - - 13.9 - - - R34 30.8 - - - - 13.9 - - - I R35 30.8 - - - - 14.0 - - - R36 30.8 - - - - 14.0 - - - I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 30.8 - - - - 14.1 - - - 30.8 - - - - 14.1 - - - 30.8 - - - - 14.2 - - - 30.8 - - - - 14.3 - - - 30.8 - - - - 14.3 - - - 30.8 - - - - 14.4 - - - 30.8 - - - - 14.3 - - - 30.8 - - - - 14.5 - - - 30.8 - - - - 14.4 - - - 30.8 - - - - 14.7 - - - 30.8 - - - - 14.6 - - - 30.8 - - - - 14.8 - - - 30.8 - - - - 14.6 - - - 30.8 - - - - 14.9 - - - 30.8 - - - - 14.7 - - - 30.8 - - - - 15.1 - - - 30.8 - - - - 14.7 - - - 30.8 - - - - 15.2 - - - 30.8 - - - - 14.7 - - - 30.8 - - - - 15.4 - - - 30.8 - - - 14.8 - - - 30.8 - - - - 15.5 - - - 30.8 - - - - 14.8 - - - 30.8 - - - - 15.7 - - - 30.8 - - - - 14.8 - - - 30.8 - - - - 15.9 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.6 - - - 31.8 - - - - 12.7 - - - 31.8 - - - - 12.7 - - - 31.8 - - - - 12.7 - - - 31.8 - - - - 12.8 - - - 31.8 - - - - 12.9 - - - 31.8 - - - - 12.9 - - - 31.8 - - - - 13.0 - - - 31.8 - - - - 13.0 - - - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 27 31.8 - - - - 13.1 - - - 28 31.8 - - - - 13.1 - - - 31.8 - - - - 13.2 - - I 29 30 31.8 - - - - 13.2 - - - 31 31.8 - - - - 13.3 - - - 32 31.8 - - - - 13.4 - - - I 33 31.8 - - - - 13.4 - - - 34 31.8 - - - - 13.5 - - - 35 31.8 - - - - 13.5 - - - 31.8 - - - - 13.6 - - - I36 37 31.8 - - - - 13.6 - - - 38 31.8 - - - - 13.7 - - - I 31 40 31.8 31.8 - - - - 13.7 - - - - - - - 13.8 - - - 41 31.8 - - - - 13.8 - - - 42 31.8 - - - - 14.0 - - - I 43 31.8 - - - - 13.9 - - - 44 31.8 - - - - 14.1 - - 45 31.8 - - - - 14.0 - - - 31.8 - - - - 14.2 - - - I 46 47 31.8 - - - - 14.1 - - - 48 31.8 - - - - 14.4 - - - 49 31.8 - - - - 14.2 - - - 1 50 31.8 - - - - 14.5 - - - 51 31.8 - - - - 14.2 - - - 52 31.8 - - - - 14.7 - - - 31.8 - - - - 14.2 - - - I 53 54 31.8 - - - - 14.8 - - - 55 31.8 - - - - 14.3 - - - I 56 57 31.8 31.8 - - - - 15.0 - - - - - - - 14.3 - - - 58 31.8 - - - - 15.2 - - - 59 31.8 - - - - 14.3 - - - I60 31.8 - - - - 15.4 - - - 61 31.8 - - - - 14.3 - - - 62 31.8 - - - - 15.5 - - - 30.8 - - - - 18.1 - - I TOR BOR 0.5 - - - - 34.1 - - - DI -3.0 - - - - 35.8 - - - -3.0 - - - - 36.1 - - - I UG UG1 -3.0 - - - - 36.2 - - - UG4 -3.0 - - - - 39.3 - - - UGS -3.0 - - - - 39.6 - - - -3.0 - - - - 48.0 - - - I UG6 UG7 -3.0 - - - - 48.4 - - - BF1 3.0 - - - - 37.2 - - - IBF2 SRC 3.0 0.0 - - - - 45.2 - - - SOURCE 48.1 842.8 I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -33.5 1.408 FL 25.25 PF 2.8 Si 9.0 8.1 17.1 33.5 6.9 120 FTG ET PE -9.4 A 30.8 0.0 10.5 0.0 0.080 TL 35.17 PV I Pipe: 2 -33.5 1.408 PL 25.25 PP 2.8 S2 9.0 8.1 17.1 33.5 6.9 120 FTG ST PE -9.4 B 30.8 0.0 10.5 0.0 0.080 TL 35.17 PV Pipe: 3 -33.5 1.408 FL 25.25 PP 2.8 S3 9.0 8.1 17.1 33.5 6.9 120 FTG ET PE -9.4 I C30.8 0.0 10.5 0.0 0.081 TL 35.17 PV Pipe: 4 -33.7 1.408 FL 25.25 PP 2.9 S4 9.0 8.1 17.3 33.7 6.9 120 FTG ET PS -9.4 D 30.8 0.0 10.7 0.0 0.081 TL 35.17 PV Pipe: 5 -34.3 1.408 PL 25.25 PP 3.0 I S5 9.0 8.1 18.0 34.3 7.1 120 FTG ET PS -9.4 E 30.8 0.0 11.5 0.0 0.084 TL 35.17 PV Pipe: 6 -33.6 1.408 FL 23.25 PP 2.7 I 1 S6 9.0 8.1 17.2 33.6 6.9 120 FTG ET FE -9.4 F 30.8 0.0 10.5 0.0 0.081 TL 33.17 PV Pipe: 7 -33.6 1.408 FL 23.25 PP 2.7 S7 9.0 8.1 17.2 33.6 6.9 120 FTG ST PS -9.4 G 30.8 0.0 10.5 0.0 0.081 TL 33.17 PV I Pipe: 8 -33.6 1.408 FL 23.25 PP 2.7 - S8 9.0 8.1 17.2 33.6 6.9 120 FTG ST PS -9.4 I H 30.8 0.0 10.5 0.0 0.081 TL 33.17 PV Pipe: 9 -33.8 1.408 PL 23.25 PP 2.7 S9 9.0 8.1 17.4 33.8 7.0 120 FTG ET PS -9.4 I I30.8 0.0 10.7 0.0 0.082 TL 33.17 PV Pipe: 10 -34.5 1.408 FL 23.25 PP 2.8 Sb 9.0 8.1 18.1 34.5 7.1 120 FTG ST FE -9.4 I 30.8 0.0 11.5 0.0 0.085 TL 33.17 PV Pipe: 11 -33.6 1.408 FL 24.25 PP 2.8 I Sil 9.0 8.1 17.2 33.6 6.9 120 FTG ET PS -9.4 K 30.8 0.0 10.5 0.0 0.081 TL 34.17 PV - Pipe: 12 -33.5 1.408 PL 24.25 PP 2.8 S12 9.0 8.1 17.1 33.5 6.9 120 FTG ET PE -9.4 - L 30.8 0.0 10.5 0.0 0.081 TL 34.17 PV I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 13 -33.6 1.408 PL 24.25 PF 2.8 S13 9.0 8.1 17.2 33.6 6.9 120 FTG ET PE -9.4 I M 30.8 0.0 10.5 0.0 0.081 TL 34.17 PV Pipe: 14 -33.8 1.408 PL 24.25 PF 2.8 S14 9.0 8.1 17.4 33.8 7.0 120 FTG ET PE -9.4 N 30.8 0.0 10.7 0.0 0.082 TL 34.17 PV Pipe: 15 -34.4 1.408 PL 24.25 PF 2.9 I S15 9.0 8.1 18.1 34.4 7.1 120 FTG ET PE -9.4 0 30.8 0.0 11.5 0.0 0.085 TL 34.17 PV - Pipe: 16 -33.5 1.408 PL 26.25 PF 2.9 I S16 9.0 8.1 17.1 33.5 6.9 120 FTG ET PE -9.4 P 30.8 0.0 10.6 0.0 0.080 TL 36.17 PV I Pipe: 17 -33.5 1.408 PL 26.25 PF 2.9 S17 9.0 8.1 17.1 33.5 6.9 120 FTG ET PE -9.4 Q 30.8 0.0 10.5 0.0 0.080 TL 36.17 PV I Pipe: 18 -33.5 1.408 PL 26.25 PF 2.9 S18 9.0 8.1 17.1 33.5 6.9 120 FTG ET PE -9.4 1 R 30.8 0.0 10.6 0.0 0.081 TL 36.17 PV Pipe: 19 -33.7 1.408 PL 26.25 PF 2.9 S19 9.0 8.1 17.3 33.7 6.9 120 FTG ET PE -9.4 I S30.8 0.0 10.8 0.0 0.081 TL 36.17 Pv Pipe: 20 -34.3 1.408 PL 26.25 PF 3.0 I S20 9.0 8.1 18.0 34.3 7.1 120 FTG ET PE -9.4 T 30.8 0.0 11.6 0.0 0.084 TL 36.17 PV Pipe: 21 -33.4 1.408 PL 28.33 PF 3.1 I S21 9.0 8.1 17.0 33.4 6.9 120 FTG ET PE -9.4 U 30.8 0.0 10.7 0.0 0.080 TL 38.25 PV Pipe: 22 -33.4 1.408 PL 28.33 PF 3.1 S22 9.0 8.1 17.0 33.4 6.9 120 FTG ET PE -9.4 V 30.8 0.0 10.6 0.0 0.080 TL 38.25 PV I Pipe: 23 -33.4 1.408 PL 28.33 PF 3.1 - S23 9.0 8.1 17.0 33.4 6.9 120 FTG ET PE -9.4 W 30.8 0.0 10.7 0.0 0.080 TL 38.25 PV Pipe: 24 -33.6 1.408 PL 28.33 PF 3.1 S24 9.0 8.1 17.2 33.6 6.9 120 FTG ET PE -9.4 I x30.8 0.0 10.9 0.0 0.081 TL 38.25 PV Pipe: 25 -34.2 1.408 PL 28.33 PF 3.2 S25 9.0 8.1 17.9 34.2 7.1 120 FTG ST PE -9.4 Y 30.8 0.0 11.7 0.0 0.084 TL 38.25 PV I SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 27 -2.7 2.157 FL 136.33 PF 0.0 Ri 30.8 0.0 13.0 0.0 0.2 120 FTG 2T PE 0.0 I R2 30.8 0.0 13.0 0.0 0.000 TL 160.33 PV Pipe: 28 -2.9 2.157 PL 136.33 PF 0.0 R3 30.8 0.0 13.0 0.0 0.3 120 FTG ---- PE 0.0 R4 30.8 0.0 13.0 0.0 0.000 TL 136.33 PV Pipe: 29 -2.9 2.157 PL 136.33 PF 0.0 30.8 0.0 13.0 0.0 0.3 120 FTG ---- PE 0.0 I R5 R6 30.8 0.0 13.0 0.0 0.000 TL 136.33 PV - Pipe: 30 -3.0 2.157 FL 136.33 PF 0.0 R7 30.8 0.0 13.0 0.0 0.3 120 FTG ---- FE 0.0 RB 30.8 0.0 13.0 0.0 0.000 TL 136.33 PV I Pipe: 31 -3.0 2.157 PL 136.33 PF 0.0 • R9 30.8 0.0 13.0 0.0 0.3 120 FTG ---- PE 0.0 RiO 30.8 0.0 13.0 0.0 0.000 TL 136.33 PV I Pipe: 32 -3.1 2.157 PL 136.33 PF 0.0 Rll 30.8 0.0 13.0 0.0 0.3 120 FTG ---- PE 0.0 R12 30.8 0.0 13.0 0.0 0.000 TL 136.33 PV I Pipe: 33 48.3 2.157 PL 102.42 PF 2.3 R13 30.8 0.0 12.8 0.0 4.2 120 FTG T PE 0.0 I A30.8 0.0 10.5 0.0 0.020 TL 114.42 PV Pipe: 34 14.8 2.157 PL 10.00 PF 0.0 B I A30.8 30.8 0.0 0.0 10.5 10.5 0.0 0.0 1.3 120 0.002 FTG TL ---- 10.00 PE PV 0.0 Pipe: 35 -18.6 2.157 FL 10.00 PF 0.0 I B 30.8 0.0 10.5 0.0 1.6 120 FTG ---- FE 0.0 C 30.8 0.0 10.5 0.0 0.003 TL 10.00 PV • Pipe: 36 -52.1 2.157 FL 10.00 FE 0.2 C 30.8 0.0 10.5 0.0 4.6 120 FTG ---- PE 0.0 D 30.8 0.0 10.7 0.0 0.023 TL 10.00 PV I Pipe: 37 -85.8 2.157 FL 4.00 PF 0.9 - D 30.8 0.0 10.7 0.0 7.5 120 FTG T PE 0.0 R14 30.8 0.0 11.7 0.0 0.057 TL 16.00 PV Pipe: 38 34.3 2.157 PL 2.08 PF 0.1 R14 30.8 0.0 11.7 0.0 3.0 120 FTG T PE 0.0 I E 30.8 0.0 11.5 0.0 0.011 TL 14.08 PV Pipe: 39 48.5 2.157 PL 102.42 PF 2.3 R15 30.8 0.0 12.8 0.0 4.3 120 FTG T PE 0.0 I F 30.8 0.0 10.5 0.0 0.020 TL 114.42 PV I SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 'SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 40 14.9 2.157 PL 10.00 PP 0.0 F 30.8 0.0 10.5 0.0 1.3 120 FTG ---- PE 0.0 G 30.8 0.0 10.5 0.0 0.002 TL 10.00 PV Pipe: 41 -18.7 2.157 PL 10.00 PP 0.0 G 30.8 0.0 10.5 0.0 1.6 120 FTG ---- PE 0.0 H 30.8 0.0 10.5 0.0 0.003 TL 10.00 PV Pipe: 42 -52.3 2.157 PL 10.00 PP 0.2 H 30.8 0.0 10.5 0.0 4.6 120 FTG ---- PE 0.0 I 30.8 0.0 10.7 0.0 0.023 TL 10.00 PV - Pipe: 43 -86.1 2.157 PL 4.00 PP 0.9 I I30.8 0.0 10.7 0.0 7.6 120 FTG T PE 0.0 RiG 30.8 0.0 11.6 0.0 0.058 TL 16.00 PV I Pipe: 44 34.5 2.157 PL 2.08 PF 0.1 I R16 30.8 0.0 11.6 0.0 3.0 120 FTG T PE 0.0 J 30.8 0.0 11.5 0.0 0.011 TL 14.08 PV I Pipe: 45 48.4 2.157 PL 102.42 PP 2.3 R17 30.8 0.0 12.8 0.0 4.2 120 FTG T PE 0.0 K 30.8 0.0 10.5 0.0 0.020 TL 114.42 PV I Pipe: 46 14.8 2.157 PL 10.00 PP 0.0 K 30.8 0.0 10.5 0.0 1.3 120 FTG ---- PE 0.0 l L 30.8 0.0 10.5 0.0 0.002 TL 10.00 PV Pipe: 47 -18.7 2.157 PL 10.00 PF 0.0 M I L30.8 30.8 0.0 0.0 10.5 10.5 0.0 0.0 1.6 120 0.003 FTG TL ---- 10.00 PE PV 0.0 Pipe: 48 -52.3 2.157 PL 10.00 PF 0.2 I M 30.8 0.0 10.5 0.0 4.6 120 FTG ---- PE 0.0 N 30.8 0.0 10.7 0.0 0.023 TL 10.00 PV • Pipe: 49 -86.1 2.157 PL 4.00 PP 0.9 N 30.8 0.0 10.7 0.0 7.6 120 FTG T PE 0.0 R18 30.8 0.0 11.7 0.0 0.058 TL 16.00 PV I Pipe: 50 34.4 2.157 PL 2.08 PP 0.1 R18 30.8 0.0 11.7 0.0 3.0 120 FTC T PS 0.0 0 30.8 0.0 11.5 0.0 0.011 TL 14.08 PV I Pipe: 51 48.2 2.157 PL 102.42 PP 2.3 R19 30.8 0.0 12.8 0.0 4.2 120 FTC T PS 0.0 P 30.8 0.0 10.6 0.0 0.020 TL 114.42 PV I Pipe: 52 14.8 2.157 PL 10.00 PP 0.0 P 30.8 0.0 10.6 0.0 1.3 120 FTG ---- PS 0.0 I Q 30.8 0.0 10.5 0.0 0.002 TL 10.00 PV I 'SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 53 -18.7 2.157 PL 10.00 PP 0.0 Q 30.8 0.0 10.5 0.0 1.6 120 FTG ---- PE 0.0 I R 30.8 0.0 10.6 0.0 0.003 TL 10.00 PV Pipe: 54 -52.2 2.157 PL 10.00 PF 0.2 I R S 30.8 30.8 0.0 0.0 10.6 10.8 0.0 0.0 4.6 120 0.023 FTG TL ---- 10.00 PE PV 0.0 Pipe: 55 -85.9 2.157 PL 4.00 PP 0.9 0.0 10.8 0.0 7.5 120 FTG T PE 0.0 R20 I S30.8 30.8 0.0 11.7 0.0 0.058 TL 16.00 PV - Pipe: 56 34.3 2.157 PL 2.08 PF 0.1 R20 30.8 0.0 11.7 0.0 3.0 120 FTG T FE 0.0 T 30.8 0.0 11.6 0.0 0.011 TL 14.08 PV I Pipe: 57 48.1 2.157 PL 102.42 PP 2.3 R21 30.8 0.0 12.9 0.0 4.2 120 FTG T PE 0.0 U 30.8 0.0 10.7 0.0 0.020 TL 114.42 PV I Pipe: 58 14.7 2.157 PL 10.00 PP 0.0 U 30.8 0.0 10.7 0.0 1.3 120 FTG ---- PE 0.0 v 30.8 0.0 10.6 0.0 0.002 TL 10.00 PV I Pipe: 59 -18.7 2.157 PL 10.00 PP 0.0 V 30.8 0.0 10.6 0.0 1.6 120 FTG ---- FE 0.0 I w 30.8 0.0 10.7 0.0 0.003 TL 10.00 Pv Pipe: 60 -52.1 2.157 PL 10.00 PP 0.2 0.0 10.7 0.0 4.6 120 FTG ---- PE 0.0 x I 30.8 30.8 0.0 10.9 0.0 0.023 TL 10.00 PV Pipe: 61 -85.7 2.157 PL 4.00 PP 0.9 I x 30.8 0.0 10.9 0.0 7.5 120 FTG T FE 0.0 R22 30.8 0.0 11.8 0.0 0.057 TL 16.00 PV I Pipe: 62 34.2 2.157 PL 2.08 PP 0.1 R22 30.8 0.0 11.8 0.0 3.0 120 FTG T PS 0.0 Y 30.8 0.0 11.7 0.0 0.011 TL 14.08 PV I Pipe: 63 -3.1 2.157 PL 136.33 PP 0.0 - R23 30.8 0.0 13.3 0.0 0.3 120 FTG 2T PE 0.0 R24 30.8 0.0 13.3 0.0 0.000 TL 160.33 PV I Pipe: 64 -2.8 2.157 PL 136.33 PP 0.0 R25 30.8 0.0 13.4 0.0 0.2 120 FTG 2T PS 0.0 l R26 30.8 0.0 13.4 0.0 0.000 TL 160.33 Pv Pipe: 65 -2.8 2.157 PL 136.33 PP 0.0 R27 30.8 0.0 13.5 0.0 0.2 120 FTG 2T PS 0.0 I R28 30.8 0.0 13.5 0.0 0.000 TL 160.33 PV I SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 66 -3.1 2.157 PL 136.33 PF 0.0 R29 30.8 0.0 13.6 0.0 0.3 120 FTG 2T PE 0.0 I R30 30.8 0.0 13.7 0.0 0.000 TL 160.33 PV Pipe: 67 -3.6 2.157 PL 136.33 PF 0.0 R31 30.8 0.0 13.8 0.0 0.3 120 FTG 2T PE 0.0 R32 30.8 0.0 13.8 0.0 0.000 TL 160.33 PV Pipe: 68 -4.3 2.157 PL 136.33 PF 0.0 30.8 0.0 13.9 0.0 0.4 120 FTG 2T PE 0.0 I R33 R34 30.8 0.0 13.9 0.0 0.000 TL 160.33 PV - Pipe: 69 -5.2 2.157 PL 136.33 PF 0.1 I R35 30.8 0.0 14.0 0.0 0.5 120 FTG 2T PE 0.0 R36 30.8 0.0 14.0 0.0 0.000 TL 160.33 PV I Pipe: 70 -6.3 2.157 PL 136.33 PF 0.1 • R37 30.8 0.0 14.1 0.0 0.6 120 FTG 2T PE 0.0 R38 30.8 0.0 14.1 0.0 0.000 TL 160.33 PV I Pipe: 71 -7.5 2.157 PL 136.33 PF 0.1 R39 30.8 0.0 14.2 0.0 0.7 120 FTG 2T PE 0.0 R40 30.8 0.0 14.3 0.0 0.001 TL 160.33 PV I Pipe: 72 -8.9 2.157 PL 136.33 PF 0.1 R41 30.8 0.0 14.3 0.0 0.8 120 FTG 2T PE 0.0 I R42 30.8 0.0 14.4 0.0 0.001 TL 160.33 PV Pipe: 73 -10.3 2.157 PL 136.33 PF 0.2 I R43 R44 30.8 30.8 0.0 0.0 14.3 14.5 0.0 0.0 0.9 120 0.001 FTG TL 2T 160.33 PE PV 0.0 Pipe: 74 -11.9 2.157 PL 136.33 PF 0.2 I R45 30.8 0.0 14.4 0.0 1.0 120 FTG 2T PE 0.0 R46 30.8 0.0 14.7 0.0 0.001 TL 160.33 PV 75 -11.9 2.157 PL 136.33 PF 0.2 I Pipe: R47 30.8 0.0 14.6 0.0 1.0 120 FTG 2T PE 0.0 R48 30.8 0.0 14.8 0.0 0.001 TL 160.33 PV I Pipe: 76 -13.9 2.157 PL 136.33 PF 0.3 R49 30.8 0.0 14.6 0.0 1.2 120 FTG 2T PE 0.0 R50 30.8 0.0 14.9 0.0 0.002 TL 160.33 PV 1 Pipe: 77 -15.9 2.157 PL 136.33 PF 0.4 R51 30.8 0.0 14.7 0.0 1.4 120 FTG 2T PE 0.0 I R52 30.8 0.0 15.1 0.0 0.003 TL 160.33 PV Pipe: 78 -18.0 2.157 PL 136.33 PF 0.5 R53 30.8 0.0 14.7 0.0 1.6 120 FTG 2T PE 0.0 R54 30.8 0.0 15.2 0.0 0.003 TL 160.33 PV I SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 79 -20.2 2.157 PL 136.33 PF 0.6 R55 30.8 0.0 14.7 0.0 1.8 120 FTG 2T PE 0.0 I R56 30.8 0.0 15.4 0.0 0.004 TL 160.33 PV Pipe: 80 -22.4 2.157 PL 136.33 PF 0.8 R57 30.8 0.0 14.8 0.0 2.0 120 FTG 2T PE 0.0 R58 30.8 0.0 15.5 0.0 0.005 TL 160.33 PV Pipe: 81 -24.7 2.157 PL 136.33 PF 0.9 30.8 0.0 14.8 0.0 2.2 120 FTG 2T PE 0.0 I R59 R60 30.8 0.0 15.7 0.0 0.006 TL 160.33 PV Pipe: 82 -26.9 2.157 PL 136.33 PF 1.1 R61 30.8 0.0 14.8 0.0 2.4 120 FTG 2T PE 0.0 R62 30.8 0.0 15.9 0.0 0.007 TL 160.33 PV I Pipe: 83 2.7 2.157 PL 1.00 PF 0.0 I Ri 30.8 0.0 13.0 0.0 0.2 120 FTG T PE -0.4 1 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV I Pipe: 84 -2.7 2.157 PL 1.00 PF 0.0 R2 30.8 0.0 13.0 0.0 0.2 120 FTC T PE -0.4 2 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV I Pipe: 85 2.9 2.157 PL 1.00 PF 0.0 R3 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 I 3 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV Pipe: 86 -2.9 2.157 PL 1.00 PF 0.0 I R4 4 30.8 31.8 0.0 0.0 13.0 12.6 0.0 0.0 0.3 120 0.000 FTG TL T 13.00 PE PV -0.4 Pipe: 87 2.9 2.157 PL 1.00 PF 0.0 I R5 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 5 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV • Pipe: 88 -2.9 2.157 PL 1.00 PF 0.0 R6 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 6 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV 1 Pipe: 89 3.0 2.157 FL 1.00 PF 0.0 • R7 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 7 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV Pipe: 90 -3.0 2.157 PL 1.00 PF 0.0 R8 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 I 8 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV Pipe: 91 3.0 2.157 PL 1.00 PF 0.0 R9 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 9 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 'SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C ' 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) I Pipe: 92 -3.0 2.157 PL 1.00 PP 0.0 RiO 30.8 0.0 13.0 0.0 0.3 120 FTG T PE -0.4 I 10 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV Pipe: 93 3.1 2.157 PL 1.00 PP 0.0 Rll 30.8 0.0 13.0 0.0 0.3 120 FTG T FE -0.4 11 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV Pipe: 94 -3.1 2.157 PL 1.00 PP 0.0 30.8 0.0 13.0 0.0 0.3 120 FTG T FE -0.4 I R12 12 31.8 0.0 12.6 0.0 0.000 TL 13.00 PV - Pipe: 95 -48.3 2.157 PL 1.00 PF 0.3 ' R13 30.8 0.0 12.8 0.0 4.2 120 FTG T FE -0.4 13 31.8 0.0 12.6 0.0 0.020 TL 13.00 PV I Pipe: 96 -120.1 2.157 PL 1.00 PP 1.4 • R14 30.8 0.0 11.7 0.0 10.5 120 FTG T PE -0.4 14 31.8 0.0 12.6 0.0 0.107 TL 13.00 PV I Pipe: 97 -48.5 2.157 PL 1.00 PP 0.3 R15 30.8 0.0 12.8 0.0 4.3 120 FTG T PE -0.4 15 31.8 0.0 12.6 0.0 0.020 TL 13.00 PV I Pipe: 98 -120.6 2.157 PL 1.00 PP 1.4 R16 30.8 0.0 11.6 0.0 10.6 120 FTG T FE -0.4 16 31.8 0.0 12.6 0.0 0.108 TL 13.00 PV Pipe: 99 -48.4 2.157 PL 1.00 PP 0.3 I R17 17 30.8 31.8 0.0 0.0 12.8 12.6 0.0 0.0 4.2 120 0.020 FTG TL T 13.00 PE PV -0.4 Pipe: 100 -120.5 2.157 FL 1.00 PP 1.4 I R18 30.8 0.0 11.7 0.0 10.6 120 FTG T PE -0.4 18 31.8 0.0 12.6 0.0 0.108 TL 13.00 PV • Pipe: 101 -48.2 2.157 PL 1.00 PP 0.3 R19 30.8 0.0 12.8 0.0 4.2 120 FTG T PE -0.4 19 31.8 0.0 12.7 0.0 0.020 TL 13.00 PV I Pipe: 102 -120.2 2.157 FL 1.00 PF 1.4 R20 30.8 0.0 11.7 0.0 10.6 120 FTG T PE -0.4 20 31.8 0.0 12.7 0.0 0.107 TL 13.00 PV Pipe: 103 -48.1 2.157 PL 1.00 PP 0.3 R21 30.8 0.0 12.9 0.0 4.2 120 FTG T PE -0.4 I 21 31.8 0.0 12.7 0.0 0.020 TL 13.00 PV Pipe: 104 -119.9 2.157 PL 1.00 PF 1.4 R22 30.8 0.0 11.8 0.0 10.5 120 FTG T PE -0.4 22 31.8 0.0 12.8 0.0 0.107 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY U,PGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 105 3.1 2.157 FL 1.00 PF 0.0 R23 30.8 0.0 13.3 0.0 0.3 120 FTG T FE -0.4 I 23 31.8 0.0 12.9 0.0 0.000 TL 13.00 PV Pipe: 106 -3.1 2.157 PL 1.00 PF 0.0 R24 30.8 0.0 13.3 0.0 0.3 120 FTG T FE -0.4 24 31.8 0.0 12.9 0.0 0.000 TL 13.00 PV Pipe: 107 2.8 2.157 FL 1.00 PF 0.0 30.8 0.0 13.4 0.0 0.2 120 FTG T PE -0.4 I R25 25 31.8 0.0 13.0 0.0 0.000 TL 13.00 PV - Pipe: 108 -2.8 2.157 PL 1.00 PF 0.0 I R26 30.8 0.0 13.4 0.0 0.2 120 FTG T PE -0.4 26 31.8 0.0 13.0 0.0 0.000 TL 13.00 PV • Pipe: 109 2.8 2.157 PL 1.00 PF 0.0 • R27 30.8 0.0 13.5 0.0 0.2 120 FTG T PE -0.4 27 31.8 0.0 13.1 0.0 0.000 TL 13.00 PV I Pipe: 110 -2.8 2.157 FL 1.00 PF 0.0 R28 30.8 0.0 13.5 0.0 0.2 120 FTG T PE -0.4 28 31.8 0.0 13.1 0.0 0.000 TL 13.00 PV I Pipe: 111 3.1 2.157 FL 1.00 PF 0.0 R29 30.8 0.0 13.6 0.0 0.3 120 FTG T PE -0.4 I 29 31.8 0.0 13.2 0.0 0.000 TL 13.00 PV Pipe: 112 -3.1 2.157 PL 1.00 PF 0.0 I R30 30 30.8 31.8 0.0 0.0 13.7 13.2 0.0 0.0 0.3 120 0.000 FTG TL T 13.00 PE PV -0.4 Pipe: 113 3.6 2.157 FL 1.00 PF 0.0 I R31 30.8 0.0 13.8 0.0 0.3 120 FTG T PE -0.4 31 31.8 0.0 13.3 0.0 0.000 TL 13.00 PV • Pipe: 114 -3.6 2.157 PL 1.00 PF 0.0 R32 30.8 0.0 13.8 0.0 0.3 120 FTG T PE -0.4 32 31.8 0.0 13.4 0.0 0.000 TL 13.00 PV I Pipe: 115 4.3 2.157 PL 1.00 PP 0.0 • R33 30.8 0.0 13.9 0.0 0.4 120 FTG T FE -0.4 33 31.8 0.0 13.4 0.0 0.000 TL 13.00 PV Pipe: 116 -4.3 2.157 PL 1.00 PP 0.0 R34 30.8 0.0 13.9 0.0 0.4 120 FTG T FE -0.4 34 31.8 0.0 13.5 0.0 0.000 TL 13.00 PV Pipe: 117 5.2 2.157 FL 1.00 PP 0.0 R35 30.8 0.0 14.0 0.0 0.5 120 FTG T PE -0.4 35 31.8 0.0 13.5 0.0 0.000 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 118 -5.2 2.157 PL 1.00 PP 0.0 R36 30.8 0.0 14.0 0.0 0.5 120 FTG T PE -0.4 I 36 31.8 0.0 13.6 0.0 0.000 TL 13.00 PV Pipe: 119 6.3 2.157 PL 1.00 PP 0.0 R37 30.8 0.0 14.1 0.0 0.6 120 FTG T PE -0.4 37 31.8 0.0 13.6 0.0 0.000 TL 13.00 PV Pipe: 120 -6.3 2.157 PL 1.00 PP 0.0 • R38 30.8 0.0 14.1 0.0 0.6 120 FTG T PE -0.4 38 31.8 0.0 13.7 0.0 0.000 TL 13.00 PV - Pipe: 121 7.5 2.157 PL 1.00 PP 0.0 U R39 30.8 0.0 14.2 0.0 0.7 120 FTG T PE -0.4 39 31.8 0.0 13.7 0.0 0.001'TL 13.00 PV I Pipe: 122 -7.5 2.157 PL 1.00 PF 0.0 I R40 30.8 0.0 14.3 0.0 0.7 120 FTG T PE -0.4 40 31.8 0.0 13.8 0.0 0.001 TL 13.00 PV I Pipe: 123 8.9 2.157 PL 1.00 PP 0.0 R41 30.8 0.0 14.3 0.0 0.8 120 FTG T PE -0.4 41 31.8 0.0 13.8 0.0 0.001 TL 13.00 PV I Pipe: 124 -8.9 2.157 PL 1.00 PF 0.0 R42 30.8 0.0 14.4 0.0 0.8 120 FTG T PE -0.4 I 42 31.8 0.0 14.0 0.0 0.001 TL 13.00 PV Pipe: 125 10.3 2.157 PL 1.00 PP 0.0 I R43 43 30.8 31.8 0.0 0.0 14.3 13.9 0.0 0.0 0.9 120 0.001 FTG TL T 13.00 PE PV -0.4 Pipe: 126 -10.3 2.157 PL 1.00 PF 0.0 I R44 30.8 0.0 14.5 0.0 0.9 120 FTG T PE -0.4 44 31.8 0.0 14.1 0.0 0.001 TL 13.00 PV • Pipe: 127 11.9 2.157 PL 1.00 PP 0.0 R45 30.8 0.0 14.4 0.0 1.0 120 FTG T PE -0.4 45 31.8 0.0 14.0 0.0 0.001 TL 13.00 PV Pipe: 128 -11.9 2.157 PL 1.00 PF 0.0 • R46 30.8 0.0 14.7 0.0 1.0 120 FTG T PB -0.4 46 31.8 0.0 14.2 0.0 0.001 TL 13.00 PV Pipe: 129 11.9 2.157 PL 1.00 PP 0.0 R47 30.8 0.0 14.6 0.0 1.0 120 FTG T PE -0.4 I 47 31.8 0.0 14.1 0.0 0.001 TL 13.00 PV Pipe: 130 -11.9 2.157 PL 1.00 PP 0.0 R48 30.8 0.0 14.8 0.0 1.0 120 FTG T PE -0.4 48 31.8 0.0 14.4 0.0 0.001 TL 13.00 PV U SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 131 13.9 2.157 PL 1.00 PF 0.0 R49 30.8 0.0 14.6 0.0 1.2 120 FTG T PE -0.4 I 49 31.8 0.0 14.2 0.0 0.002 TL 13.00 PV Pipe: 132 -13.9 2.157 PL 1.00 PF 0.0 R50 30.8 0.0 14.9 0.0 1.2 120 FTG T PE -0.4 50 31.8 0.0 14.5 0.0 0.002 TL 13.00 PV Pipe: 133 15.9 2.157 PL 1.00 PF 0.0 30.8 0.0 14.7 0.0 1.4 120 FTG T PE -0.4 I R51 51 31.8 0.0 14.2 0.0 0.003 TL 13.00 PV - Pipe: 134 -15.9 2.157 PL 1.00 PF 0.0 I R52 30.8 0.0 15.1 0.0 1.4 120 FTG T PE -0.4 52 31.8 0.0 14.7 0.0 0.003 TL 13.00 PV • Pipe: 135 18.0 2.157 PL 1.00 PF 0.0 • R53 30.8 0.0 14.7 0.0 1.6 120 FTG T PE -0.4 53 31.8 0.0 14.2 0.0 0.003 TL 13.00 PV I Pipe: 136 -18.0 2.157 PL 1.00 PF 0.0 R54 30.8 0.0 15.2 0.0 1.6 120 FTG T PE -0.4 54 31.8 0.0 14.8 0.0 0.003 TL 13.00 PV I Pipe: 137 20.2 2.157 PL 1.00 PF 0.1 R55 30.8 0.0 14.7 0.0 1.8 120 FTG T PE -0.4 I 55 31.8 0.0 14.3 0.0 0.004 TL 13.00 PV Pipe: 138 -20.2 2.157 PL 1.00 PF 0.1 I R56 56 30.8 31.8 0.0 0.0 15.4 15.0 0.0 0.0 1.8 120 0.004 FTG TL T 13.00 PE PV -0.4 Pipe: 139 22.4 2.157 PL 1.00 PF 0.1 I R57 30.8 0.0 14.8 0.0 2.0 120 FTG T PE -0.4 57 31.8 0.0 14.3 0.0 0.005 TL 13.00 PV • Pipe: 140 -22.4 2.157 PL 1.00 PF 0.1 R58 30.8 0.0 15.5 0.0 2.0 120 FTG T PE -0.4 58 31.8 0.0 15.2 0.0 0.005 TL 13.00 PV Pipe: 141 24.7 2.157 PL 1.00 PF 0.1 • R59 30.8 0.0 14.8 0.0 2.2 120 FTG T PE -0.4 59 31.8 0.0 14.3 0.0 0.006 TL 13.00 PV I Pipe: 142 -24.7 2.157 PL 1.00 PF 0.1 R60 30.8 0.0 15.7 0.0 2.2 120 FTG T PE -0.4 I 60 31.8 0.0 15.4 0.0 0.006 TL 13.00 PV Pipe: 143 26.9 2.157 PL 1.00 PF 0.1 R61 30.8 0.0 14.8 0.0 2.4 120 FTG T FE -0.4 61 31.8 0.0 14.3 0.0 0.007 TL 13.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 144 -26.9 2.157 PL 1.00 PP 0.1 R62 30.8 0.0 15.9 0.0 2.4 120 FTG T PE -0.4 I 62 31.8 0.0 15.5 0.0 0.007 TL 13.00 PV Pipe: 145 2.7 4.260 PL 10.00 PP 0.0 1 31.8 0.0 12.6 0.0 0.1 120 FTG ---- PE 0.0 3 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV Pipe: 146 5.6 4.260 PL 10.00 PP 0.0 0.0 12.6 0.0 0.1 120 FTG ---- PE 0.0 5 I 31.8 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV - Pipe: 147 8.6 4.260 PL 10.00 PP 0.0 U 31.8 0.0 12.6 0.0 0.2 120 FTG ---- PE 0.0 7 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV I Pipe: 148 11.5 4.260 PL 10.00 PP 0.0 7 31.8 0.0 12.6 0.0 0.3 120 FTG ---- PE 0.0 9 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV Pipe: 149 14.5 4.260 PL 10.00 PP 0.0 9 31.8 0.0 12.6 0.0 0.3 120 FTG ---- PE 0.0 11 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV I Pipe: 150 17.6 4.260 PL 10.00 PP 0.0 11 31.8 0.0 12.6 0.0 0.4 120 FTG ---- PE 0.0 I 13 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV Pipe: 151 -30.7 4.260 PL 10.00 PP 0.0 I 13 15 31.8 31.8 0.0 0.0 12.6 12.6 0.0 0.0 0.7 120 0.000 FTG TL ---- 10.00 PE PV 0.0 Pipe: 152 -79.2 4.260 PL 10.00 PP 0.0 I 15 31.8 0.0 12.6 0.0 1.8 120 FTG ---- PH 0.0 17 31.8 0.0 12.6 0.0 0.002 TL 10.00 PV 153 -127.6 4.260 PL 10.00 PP 0.0 I Pipe: 17 31.8 0.0 12.6 0.0 2.9 120 FTG ---- PE 0.0 19 31.8 0.0 12.7 0.0 0.004 TL 10.00 PV Pipe: 154 -175.8 4.260 PL 10.00 PF 0.1 19 31.8 0.0 12.7 0.0 4.0 120 FTG ---- PE 0.0 21 31.8 0.0 12.7 0.0 0.008 TL 10.00 PV I Pipe: 155 -223.9 4.260 PL 10.00 PP 0.1 21 31.8 0.0 12.7 0.0 5.0 120 FTG ---- PE 0.0 I 23 31.8 0.0 12.9 0.0 0.012 TL 10.00 PV Pipe: 156 -220.8 4.260 PL 10.00 PP 0.1 23 31.8 0.0 12.9 0.0 5.0 120 FTG ---- PE 0.0 25 31.8 0.0 13.0 0.0 0.012 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 157 -218.0 4.260 PL 10.00 PF 0.1 25 31.8 0.0 13.0 0.0 4.9 120 FTG ---- PE 0.0 I 27 31.8 0.0 13.1 0.0 0.012 TL 10.00 PV Pipe: 158 -215.2 4.260 PL 10.00 PF 0.1 27 31.8 0.0 13.1 0.0 4.8 120 FTG ---- PE 0.0 29 31.8 0.0 13.2 0.0 0.011 TL 10.00 PV Pipe: 159 -212.1 4.260 FL 10.00 PF 0.1 31.8 0.0 13.2 0.0 4.8 120 FTG ---- FE 0.0 I 29 31 31.8 0.0 13.3 0.0 0.011 TL 10.00 PV Pipe: 160 -208.5 4.260 PL 10.00 PF 0.1 I 31 31.8 0.0 13.3 0.0 4.7 120 FTG ---- PE 0.0 33 31.8 0.0 13.4 0.0 0.011 TL 10.00 PV I Pipe: 161 -204.2 4.260 PL 10.00 PF 0.1 33 31.8 0.0 13.4 0.0 4.6 120 FTG ---- FE 0.0 35 31.8 0.0 13.5 0.0 0.010 TL 10.00 PV Pipe: 162 -198.9 4.260 PL 10.00 PF 0.1 35 31.8 0.0 13.5 0.0 4.5 120 FTG ---- PE 0.0 37 31.8 0.0 13.6 0.0 0.010 TL 10.00 PV I Pipe: 163 -192.6 4.260 FL 10.00 PF 0.1 37 31.8 0.0 13.6 0.0 4.3 120 FTG ---- PE 0.0 I 39 31.8 0.0 13.7 0.0 0.009 TL 10.00 PV Pipe: 164 -185.1 4.260 FL 10.00 PF 0.1 I 39 41 31.8 31.8 0.0 0.0 13.7 13.8 0.0 0.0 4.2 120 0.009 FTG TL ---- 10.00 PE PV 0.0 Pipe: 165 -176.2 4.260 PL 10.00 PF 0.1 I 41 31.8 0.0 13.8 0.0 4.0 120 FTG ---- PE 0.0 43 31.8 0.0 13.9 0.0 0.008 TL 10.00 PV 166 -165.9 4.260 PL 10.00 PF 0.1 I Pipe: 43 31.8 0.0 13.9 0.0 3.7 120 FTG ---- FE 0.0 45 31.8 0.0 14.0 0.0 0.007 TL 10.00 PV I Pipe: 167 -153.9 4.260 FL 10.00 PF 0.1 45 31.8 0.0 14.0 0.0 3.5 120 FTG B FE 0.0 47 31.8 0.0 14.1 0.0 0.006 TL 23.00 PV Pipe: 168 -142.0 4.260 FL 10.00 PF 0.1 47 31.8 0.0 14.1 0.0 3.2 120 FTG ---- PE 0.0 I 49 31.8 0.0 14.2 0.0 0.005 TL 10.00 PV Pipe: 169 -128.1 4.260 PL 10.00 PP 0.0 49 31.8 0.0 14.2 0.0 2.9 120 FTG ---- PE 0.0 51 31.8 0.0 14.2 0.0 0.004 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 170 -112.2 4.260 PL 10.00 PP 0.0 51 31.8 0.0 14.2 0.0 2.5 120 FTG ---- PE 0.0 I 53 31.8 0.0 14.2 0.0 0.003 TL 10.00 PV Pipe: 171 -94.2 4.260 PL 10.00 PP 0.0 53 31.8 0.0 14.2 0.0 2.1 120 FTG ---- PE 0.0 55 31.8 0.0 14.3 0.0 0.002 TL 10.00 PV Pipe: 172 -74.0 4.260 PL 10.00 PP 0.0 31.8 0.0 14.3 0.0 1.7 120 FTG ---- PR 0.0 I 55 57 31.8 0.0 14.3 0.0 0.002 TL 10.00 PV Pipe: 173 -51.6 4.260 PL 10.00 PP 0.0 57 31.8 0.0 14.3 0.0 1.2 120 FTG ---- PE 0.0 59 31.8 0.0 14.3 0.0 0.001 TL 10.00 PV I Pipe: 174 -26.9 4.260 PL 10.00 PF 0.0 59 31.8 0.0 14.3 0.0 0.6 120 FTG ---- PE 0.0 61 31.8 0.0 14.3 0.0 0.000 TL 10.00 PV I Pipe: 175 -2.7 6.357 PL 10.00 PP 0.0 2 31.8 0.0 12.6 0.0 0.0 120 FTG ---- PE 0.0 4 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV I Pipe: 176 -5.6 6.357 PL 10.00 PF 0.0 4 31.8 0.0 12.6 0.0 0.1 120 FTG ---- PE 0.0 I 6 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV Pipe: 177 -8.6 6.357 PL 10.00 PP 0.0 I 6 8 31.8 31.8 0.0 0.0 12.6 12.6 0.0 0.0 0.1 120 0.000 FTG TL ---- 10.00 PE PV 0.0 Pipe: 178 -11.5 6.357 PL 10.00 PP 0.0 I 8 31.8 0.0 12.6 0.0 0.1 120 FTG ---- PR 0.0 10 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV 179 -14.5 6.357 PL 10.00 PF 0.0 I Pipe: 10 31.8 0.0 12.6 0.0 0.1 120 FTG ---- PE 0.0 12 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV I Pipe: 180 -17.6 6.357 PL 10.00 PF 0.0 12 31.8 0.0 12.6 0.0 0.2 120 FTG ---- PE 0.0 14 31.8 0.0 12.6 0.0 0.000 TL 10.00 PV I Pipe: 181 -137.7 6.357 PL 10.00 PP 0.0 14 31.8 0.0 12.6 0.0 1.4 120 FTG ---- PE 0.0 I 16 31.8 0.0 12.6 0.0 0.001 TL 10.00 PV Pipe: 182 -258.3 6.357 PL 10.00 PP 0.0 16 31.8 0.0 12.6 0.0 2.6 120 FTG ---- PE 0.0 18 31.8 0.0 12.6 0.0 0.002 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 183 -378.8 6.357 PL 10.00 PF 0.0 18 31.8 0.0 12.6 0.0 3.8 120 FTG ---- PE 0.0 I 20 31.8 0.0 12.7 0.0 0.005 TL 10.00 PV Pipe: 184 -499.0 6.357 PL 10.00 PF 0.1 20 31.8 0.0 12.7 0.0 5.0 120 FTG ---- PE 0.0 22 31.8 0.0 12.8 0.0 0.008 TL 10.00 PV Pipe: 185 -618.9 6.357 PL 10.00 PF 0.1 31.8 0.0 12.8 0.0 6.3 120 FTG ---- PE 0.0 I 22 24 31.8 0.0 12.9 0.0 0.012 TL 10.00 PV Pipe: 186 -622.0 6.357 PL 10.00 PF 0.1 24 31.8 0.0 12.9 0.0 6.3 120 FTG ---- PE 0.0 26 31.8 0.0 13.0 0.0 0.012 TL 10.00 PV I Pipe: 187 -624.9 6.357 PL 10.00 PF 0.1 26 31.8 0.0 13.0 0.0 6.3 120 FTG ---- PE 0.0 28 31.8 0.0 13.1 0.0 0.012 TL 10.00 PV I Pipe: 188 -627.7 6.357 PL 10.00 PF 0.1 28 31.8 0.0 13.1 0.0 6.3 120 FTG ---- PE 0.0 30 31.8 0.0 13.2 0.0 0.012 TL 10.00 Pv I Pipe: 189 -630.8 6.357 PL 10.00 PF 0.1 30 31.8 0.0 13.2 0.0 6.4 120 FTG ---- PE 0.0 I 32 31.8 0.0 13.4 0.0 0.012 TL 10.00 PV Pipe: 190 -634.4 6.357 PL 10.00 PF 0.1 I 32 34 31.8 31.8 0.0 0.0 13.4 13.5 0.0 0.0 6.4 120 0.012 FTG TL ---- 10.00 PE PV 0.0 Pipe: 191 -638.7 6.357 PL 10.00 PF 0.1 I 34 31.8 0.0 13.5 0.0 6.5 120 FTG ---- PE 0.0 36 31.8 0.0 13.6 0.0 0.012 TL 10.00 PV 192 -643.9 6.357 PL 10.00 PF 0.1 I Pipe: 36 31.8 0.0 13.6 0.0 6.5 120 FTG ---- FE 0.0 38 31.8 0.0 13.7 0.0 0.012 TL 10.00 PV I Pipe: 193 -650.3 6.357 PL 10.00 PF 0.1 38 31.8 0.0 13.7 0.0 6.6 120 FTG ---- PE 0.0 40 31.8 0.0 13.8 0.0 0.013 TL 10.00 PV Pipe: 194 -657.8 6.357 PL 10.00 PF 0.1 40 31.8 0.0 13.8 0.0 6.6 120 FTG ---- PE 0.0 42 31.8 0.0 14.0 0.0 0.013 TL 10.00 PV Pipe: 195 -666.6 6.357 PL 10.00 PF 0.1 42 31.8 0.0 14.0 0.0 6.7 120 FTG ---- FE 0.0 44 31.8 0.0 14.1 0.0 0.013 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 21 DATE: I SPRINKLER 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 196 -677.0 6.357 PL 10.00 PF 0.1 44 31.8 0.0 14.1 0.0 6.8 120 FTG ---- PE 0.0 I 46 31.8 0.0 14.2 0.0 0.014 TL 10.00 PV Pipe: 197 -688.9 6.357 PL 10.00 PF 0.1 46 31.8 0.0 14.2 0.0 7.0 120 FTG ---- PE 0.0 48 31.8 0.0 14.4 0.0 0.014 TL 10.00 PV Pipe: 198 -700.8 6.357 PL 10.00 PF 0.1 31.8 0.0 14.4 0.0 7.1 120 FTG ---- PE 0.0 I 48 50 31.8 0.0 14.5 0.0 0.014 TL 10.00 PV Pipe: 199 -714.7 6.357 PL 10.00 PF 0.2 I 50 31.8 0.0 14.5 0.0 7.2 120 FTG ---- PE 0.0 52 31.8 0.0 14.7 0.0 0.015 TL 10.00 PV I Pipe: 200 -730.7 6.357 PL 10.00 PF 0.2 52 31.8 0.0 14.7 0.0 7.4 120 FTG ---- PE 0.0 54 31.8 0.0 14.8 0.0 0.016 TL 10.00 PV I Pipe: 201 -748.7 6.357 PL 10.00 PF 0.2 54 31.8 0.0 14.8 0.0 7.6 120 FTG ---- PE 0.0 56 31.8 0.0 15.0 0.0 0.016 TL 10.00 PV I Pipe: 202 -768.9 6.357 PL 10.00 PP 0.2 56 31.8 0.0 15.0 0.0 7.8 120 FTG ---- FE 0.0 I 58 31.8 0.0 15.2 0.0 0.017 TL 10.00 Pv Pipe: 203 -791.3 6.357 PL 10.00 PF 0.2 I 58 60 31.8 31.8 0.0 0.0 15.2 15.4 0.0 0.0 8.0 120 0.018 FTG TL ---- 10.00 PE PV 0.0 Pipe: 204 -815.9 6.357 PL 10.00 PF 0.2 I 60 31.8 0.0 15.4 0.0 8.2 120 FTG ---- PE 0.0 62 31.8 0.0 15.5 0.0 0.019 TL 10.00 PV 205 -842.9 6.357 PL 50.00 PF 2.2 'Pipe: 62 31.8 0.0 15.5 0.0 8.5 120 FTG ET FE 0.4 TOR 30.8 0.0 18.1 0.0 0.020 TL 106.00 PV I Pipe: 206 -842.9 6.357 PL 30.25 PF 2.8 TOR 30.8 0.0 18.1 0.0 8.5 120 FTG ETCB FE 13.1 BOR 0.5 0.0 34.1 0.0 0.020 TL 139.25 PV I Pipe: 207 -842.9 7.980 PL 10.00 PP 0.2 BOR 0.5 0.0 34.1 0.0 5.4 150 FTG 2L PE 1.5 I DI -3.0 0.0 35.8 0.0 0.004 TL 50.00 PV Pipe: 208 -842.9 7.980 PL 40.00 PP 0.3 DI -3.0 0.0 35.8 0.0 5.4 150 FTG E PE 0.0 UG -3.0 0.0 36.1 0.0 0.004 TL 67.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 22 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I 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) I Pipe: 209 -842.9 7.980 PL 15.00 PF 0.1 UG -3.0 0.0 36.1 0.0 5.4 150 FTG ---- PE 0.0 U UG1 -3.0 0.0 36.2 0.0 0.004 TL 15.00 PV Pipe: 210 -842.9 7.980 PL 644.50 PF 3.1 UG1 -3.0 0.0 36.2 0.0 5.4 150 FTG T PE 0.0 I UG4 -3.0 0.0 39.3 0.0 0.004 TL 697.50 PV Pipe: 211 -842.9 7.980 PL 25.50 PF 0.3 I UG4 -3.0 0.0 39.3 0.0 5.4 150 FTG 2L PE 0.0 UGS -3.0 0.0 39.6 0.0 0.004 TL 65.50 PV Pipe: 212 -842.9 8.390 PL 6.00 PF 0.2 UG5 -3.0 0.0 39.6 0.0 4.9 140 FTG 2L PE -2.6 BF1 3.0 0.0 37.2 0.0 0.004 TL 50.00 PV I Pipe: 213 FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 45.2 0.0 8.0 psi, 842.9 gpm BF1 3.0 0.0 37.2 0.0 I Pipe: 214 -842.9 8.390 PL 6.00 PF 0.2 BF2 3.0 0.0 45.2 0.0 4.9 140 FTG 2L PE 2.6 I UG6 -3.0 0.0 48.0 0.0 0.004 TL 50.00 PV Pipe: 215 -842.9 7.980 PL 16.83 PF 0.4 UG6 -3.0 0.0 48.0 0.0 5.4 150 FTG TL PE 0.0 I UG7 -3.0 0.0 48.4 0.0 0.004 TL 89.83 PV Pipe: 216 -842.8 7.980 PL 126.00 PF 1.1 UG7 -3.0 0.0 48.4 0.0 5.4 150 FTG 2ETG PE -1.3 I SRC 0.0 SRCE 48.1 (N/A) 0.004 TL 239.00 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program I under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road I Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum I imbalance at any node of 0.125 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.6 ft/sec at pipe 98. I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 23 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C I (4) PIPE FITTINGS TABLE I Pipe Table Name: STANDARD.PIP * MATERIAL: S40 HWC: 120 I PAGE: Diameter Equivalent Fitting Lengths in Feet (in) S T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee I 2.157 4.260 6.00 13.00 12.00 3.00 14.00 8.00 26.00 8.00 29.00 16.00 1.00 3.00 12.00 26.00 12.00 12.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 I PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L I C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee I 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 I Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 I 1 U I I I I I - - - - - - - - - - - - - - - - - - - o WATER SUPPLY ANALYSIS ri 120.0 Static: 111.60 psi Resid: 102.60 psi Flow: 1060.0 gpm 100.0 G A U G P R S S 60.0 U R S 40.0 p S i 20.0 -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 25 DATE: 7/13/20095 LIFE TECHNOLOGIES RACKS\CALCULATIONS\DENSITY UPGRADE.SDF JOB TITLE: Density Upgrade Area C WATER SUPPLY CURVE 120+ *\\\\ 110+ \\\\\ I \\\\\ I \\\\\ I * <-102.6 psi @ 1060 gpm 100+ Flow Test Point I 0 90+ P 80+ R E I S I 5 70+ U I R I E I 60+ P I S I I 50+ I X 40+ 30+ 20+ LEGEND 'I I X = Required Water Supply I 48.15 psi 8 1342.8 gpm 10+ IT I 0 = Available Water Supply 11 97.66 psi 8 1342.8 gpm it 'I 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ASo9c)o93 : Western Fire Protection Inc. LIFE TECHNOLOGIES (Racks) Automatic Wet Fire Sprinkler System Western Job # C - 2625 I I Material & Equipment Submittal I Automatic Wet Pipe Sprinkler System I I Provide Stamp for Approval in Space Below I I I I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 Western Fire Protection, Inc. TABLE OF CONTENTS I. SPRINKLERS GLOBE ST. UPRIGHT GL8164 GLOBE PENDENT GL5651 SPRINKLER HEADGUARD WITH WATER SHIELD II. PIPE & FITTINGS DYNA-FLOW SCHEDULE 7 DYNA-THREAD SCH-30 TEX-TUBE SCHEDULE 10 & 40 TEX-FLOW SCHEDULE 7 VICTAULIC STYLE 750 REDUCING COUPLING VICTAULIC GROOVED END FITTINGS VICTAULIC STYLE 005 FIRELOCK RIGID COUPLING VICTAULIC COUPLING STYLE 75 SMITH - COOPER DUCTILE IRON THREADED FITTINGS III. HANGER AND EARTHQUAKE BRACING ATTACHMENTS I A. TOLCO FIG. 4L LONGITUDINAL "IN-LINE" SWAY BRACE ATTACHMENT TOLCO FIG. 69 BEAM CLAMP RETAINING STRAP TOLCO FIG. 99 & 100 ALL THREAD ROD TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT I E. TOLCO FIG. 909 NO THREAD SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT POTTER ELECTRIC BELLS I IV. VALVES A. VICTAULIC FIRELOCK BUTTERFLY VALVE FOR REFERENCE ONLY A. WATTS DOUBLE CHECK DETECTOR ASSEMBLIES (SERIES 709 DCDA) HYDRAULIC CALCULATIONS I U I I I I I I I I I 13630 Danielson St. • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 BE FIRE SPRINKLER CORPORATION A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT a PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL I CONVENTIONAL (OLD STYLE) I DESCRIPTION AND OPERATION The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermo- sensitive element. While the sprinkler provides an aestheti- I cally pleasing appearance, it can be installed wherever stan- dard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and I finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating UPRIGHT CONVENTIONAL assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is I 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 I causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. I Assembly is done in the field. PENDENT VERTICAL I TECHNICAL DATA SIDEWALL See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (570C), 155°F (68°C), 175°F I (79°C), 200°F (93°C), 286°F (141°C), 360°F (1820C). 500°F (260°C) Available Upon Request Without Approvals. Water Working Pressure Rating - 175 psi (12 Bars). HORIZONTAL SIDEWALL I It Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-550C). Frame - bronze • Deflector - brass • Screw - brass I • Bulb seat - copper • Spring - nickel alloy s Seal - teflon Bulb - glass with glycerin solution, 5mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER TEMPERATURES BULB COLOR MAXIMUM CEILING N.F.P.A. TEMPERATURE ORDINARY : ORANGE/RED INTERMEDIATE 2 /2OOR YELLOW/GREEN 1 1. HIGH t286F 141 C BLUE I - EXTRA HIGH 182'C MAUVE j C ULTRA HIGH 4F 6OC 1 BLACK c 4 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX989-846-9231 DECEMBER 2006 A-65 BULLETIN GL5661, REV. #3 A UTOMA TIC SPRINKLERS GL SERIES SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4' (5.7 cm) Factory Bronze Satin Chrome 2 4.2 (59 metric) 1/2' NPT 2 1/4" (5.7 cm) Bright Chrome White Polyester ' 5.6 (80 metric) 1/2" NPT 2 1/4 (5.7 cm) Black Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Wax Coated Lead Coated 2.4 8.1 (116 metric) 3/4" NPT 2 7/16' (6.2 cm) I Wax over Lead 3.4 NOTE: METRIC CONVERSIONS ARE APPROXIMAI b. HORIZONTAL SIDEWALL IS 9/16". FINISHES AVAILABLE ON SPECIAL ORDER. WAX COATING UL LISTED UP TO 200°F ONLY. UL AND C-UL LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. APPROVALS SiN ORIFICE 135°F 155°F 175°F 200"F [286°F [360°F * 500°F cULus FM LPC CE NYC - DOS STYLE MODEL SIZE 57°C 68°C 79°C 93°C 141°C 182°C *260'C MEA 101-92-E GL2861 2.8 X X X X X X X x -- - - x GL4261 4.2 X X X X X X X X - - - X UPRIGHT GL5661 5.6 X X X X X X X X X X X X GL8161 7.8* X X X X X X X X X -- - X GL8164 8.1 X I X X X X X X X X X X X GL2851 2.8 X X X X X X X X - -- - X GL4251 4.2 X X X X X X X X - -- - X PENDENT GL5651 5.6 X X X X X X X X X X X X GL8151 7.8" X X X X X X X X X - - X GL8156 8.1 X X X X X X X X - X X X VERTICAL GL5675 5.6 X X X X X X X X X - -- - SIDEWALL GL8176 8.1 X X X X X X X X - - - - GL2870 2.8 X X X X X X X X - - - X HORIZONTAL GL4270 4.2 X X X X X X X X -- -- - X SIDEWALL 5 G5670 5.6 x X X X X x x x x - - x GL8171 8.1 X X X X X X X X -- -- - - CONVENTIONAL GL5668 5.6 X X X X X X X --- -- X X - (OLD STYLE) GL81 69 8.1 I x x X - - X X -- "500°F AVAILABLE UPON REQUEST WITH NO APPROVALS § HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4° TO 12" BELOW THE CEILING, FM APPROVED 4" TO 6". t VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL UL LISTED FOR 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL LISTED FOR 9' MIN. SPACING. * 1/2" NPT. ORDERING INFORMATION SPECIFY -Quantity Model Number • Style Orifice • Thread Sizes • Temperature Finishes desired Quantity -Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its OWfl manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5661, REV. #3 I I I I I I I I I I I I I I I I I I I SPRINKLER HEADGUARD WITH WATER SHIELD FOR MODEL GL SERIES AUTOMATIC SPRINKLERS DESCRIPTION AND OPERATION The Globe Model GL upright sprinkler combined headguard and water shield is designed for use where mechanical injury to the sprinkler might be expected and where a water shield is needed to protect the sprinkler's thermosensitive element from the water spray discharge of higher elevation sprinklers which could operate sooner during a fire. The Globe combined headguard and water shield can be used with either the 1/2" or 17! 32" orifice Model GL upright sprinklers. Typical areas of usage are in storage racks, under open grating or even outdoors as a protection from weather. TECHNICAL DATA OVERALL LENGTH 1/2" NPT sprinklers -2 7/8' 3/4" NPT sprinklers - 3" MATERIAL Headguard - steel Water shield - steel FINISHES Red enamel painted o Chrome plated APPROVALS FM Approved for use with the Globe GL Series 1/2" and 17132" orifice upright sprinklers. 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 a FAX 989-846-9231 MAY 2006 BULLETINASB-HGWS, REV.#3 IN kv FIRE SPRLNKLERCQkPOATON DESCRIPTION AND OPERATION MODEL GL SERIES A UTOMA TIC SPRINKLERS The Globe Model GL Series sprinkler is designed for use where mechanical injury to the sprinkler might be expected. Typical areas of usage are in storage racks or under open grating. The Globe headguard can be used with eitherthe 1/2" or 17/32" orifice Model CL Series sprinklers. TECHNICAL DATA OVERALL LENGTH 1/2" NPT sprinklers -2 7/8" 3/4" NPT sprinklers - 3" OVERALL LENGTH 1/2" NPT & 3/4" NPT sprinklers -3 1/4" FINISHES Red enamel painted Chrome plated MATERIAL Headguard-Steel APPROVALS FM Approved for use with the Globe CL Series 1/2" and 17/32" orifice sprinklers. 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX989-846-9231 MAY 2006 BULLETINASB-HG wo wl It Si . ., k I SCHEDULE 10 Hjh Strength Steel Fire Sprinkler Pipe I Schedule 10 steel sprinkler pipe is available in the listed nominal diameters for wet, dry, - preaction and celuge type sprinkler systems with unthreaded ends in:ended to be joined by I welding or by Listed rubber gasketed fittings as indicated in Underwrite-s Laboratories Listings under the category for Fittings, Rubber Gasketed (VIZM), when installed in accordance with the fitting manufacturers specifications. It is Factory Mutual approved for roll-grooved, plain-ended and welded lengths for wet systems. I Schedule 10 pipe products are coated with a durable, paintable, environmentally approved acrylic or water-based coating. Specification: ASTM A795, Grade A, Type E NPS LAIWAILVALWALL (inches) WEIGHT (7b/ft) WEIGHT H2O FILLET NUMBER LENGTHS PER PRESSURE RESISTANCE CORROSION cl;es THICKNESS LENGTH' (fl) RATED I (ps) RATIO (cR11,.) (Th/ft) BU7 IDLE IlL I FM SCH.1O SCIj - 3 .3260 120 .4.33 '695 24 - 21• '.360- .1.0. 4 4.260 120 1 5.61 11.79 19 21 . 300 3) 1.90 1.0 23.04 1.0 - 8.249 b.94 4C.10 7 21 leO .'60 11 1.0 Notes: 1. - Other lengths are available upon request. I . SCHEDULE 40 I High Strength Steel Fire Sprinkler Pipe Schedule 40 steel sprinkler pipe is availab e in the FisteJ nominal diameters for wet, dry, pre.action and deluge type sprinkler systems with unthreaded ends intended to bejD ned bywel:ling or by Listed rubber gasketed fittings as indicated in Underwriters I Laboratories Listings under the category for Ftting. Rubber Gasketed (VlZM), when installed in accordance with the fitting manufacturers specifications. It is Factory,Mutual approved for roll-c rooved, plain-ended and welded lengths for wet systems. i Schedule 40 pipe products are coated with a durabe, paintable, environmentally approved acrylic o - water-based coating. I Specification: ASTM A795, Grade A, Type E NPS NOMINAL WALL T/E1GHT . VEIGHT NUMBER LENGTH' RATED CORROSION' (inches) ID THICKNESS (lb/JO HC- LE.\'GTHS (ft) PRESSURE RESISTANCE (inches) (inches) . .. FILLED PER vsi) RATIO (CR1?) gb/fr) BUNDLE UL FM Reference Jalue 3.06/ . 16 7 TO'68 24 . 21 300 300 . 10 4 4.026 .237 10.79 16.31 19 . 21 300 300 1.0 6 6W,5 2/0 1/C7 31/3 tO 21 00: 300 1.0 . . /. 7.981 .322 28±5 50.24 7 21 300 300 1.0 Notes: 1. - Other lengths are available upon request. 2. -8 inch SCH 30 (.277 inches'i pipe can be suppi ed from 8" Sch 40. DUULiSTED TEXTUBE FIRE PROTECI]ON PIPE APPROVED --.--Y• u1a -•-- --'i III& IM " W~e__4 - - • r TEX-FLOW 40 - Hiäh Streñath tIcihtwall Steel Fire Sprinkler Pipe wyna=Flow High Strength Steel Pipe The original high-strength lightwa!! sprinkler pipe with hydraulics superior to Schedule-10. I I I I Dyna-Flow pipe is the "original" high-strength lightwall sprinkler pipe. Dyna-Flow has outstanding hydraulic I capabilities and is recognized as the most popular alternative to Schedule-10 pipe. Lightweight, easy to cut and easy I to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. I With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyn a-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." I Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. (c5ollied TUBE & CONDUIT tqtO #ThVflO.Z Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift WI/Lift WI/Lift NPS I.D. H20 Filled Lift 21' 24' 25' X 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X 11/4 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X 11/2 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 x 2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x21/2" 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 x3' 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 x 4" 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 Dyna-Flow/Super Ho pipe is manufactured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, FM Approved and ULC Listed. t 9~ g Listed Approved Listed Dyna-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. I I I I 1 1 I I I I Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S2-4 I _ 1 Y41 L ttL ek r:i4t American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered iightwall 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 Flu are the same product as are Dyna Thread and Super 40. XL is manufactured with Exteritir galvanized coating. BLT is manufactured with Black lacquer coating. nu, Listed Approved Listed Submittal Data Sheet DynaFIow Stamp Here High Strength Steel Pipe Dyna-Flow pipe is the "original" high-strength lightwall sprinkler pipe. Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-ID pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. Additional Benefits Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft D.C.) per NIFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. Superior Hydraulics With an inside diameter of up to 11% larger than Schedule 40 and up to 7% larger than SchedulelO. Dyna-Flow pipe hydraulics are exceptional. Larger l.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Coatings & Fabrication Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. Specifications & Approvals Dyna-Flow/Super 40 pipe is manufactured to meet ASTIVI A 795 Type 8, Grade A and are in compliance with NFPA-I3 and NFPA-I4. All sizes of Dyna Flow are UL Listed, FM Approved and ULC Listed. Dyna-Flow/Super Flu is ULIIJLC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, pre-action and deluge systems. It is FM Approved for roll grooved, plain-ended, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FIvl for dry systems uses. Product Nominal Wt/Ft Wt/Ft Pcs/ Wt/Lift Wt/Lift Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' X 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822856 X 1%" 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X 11/2" 1.728 1.667 2.71 61 2135 2440 2542 40 43.9 2.5 4.03 61 968 1107 1153 x2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 x 21/2" 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: I Locations: Comments: S2-5 I I - -----. - ----- 1 j fi-. ... -- - I I r :- --• I r *-•-4 :-----•--; - I -:--. -2 I - I - --- -_$- - --.-.- -1 - - -.-- I --- •2 .- • I I - - --- - '.-+? I - --- -.----- - - - - r - I:'HL I 14 - (Y / -r -. - -,..-- ---- - L -_ .- b --- '- - I I I - 1 1 I - I _ I I Full Line Sch40 Replacement Dyna-Threado offers the life expectancy of Sch-40 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. F] I Dyna-Thread's inside diameter is up Corrosion Resistance Ratio (CRR) is to 3.6% larger than Sch-40 giving it a UL (Underwriters Laboratory) term superior hydraulics. And, when used in for the estimated life expectancy of a combination with Dyna-Flow pipe, down pipe joint. This is based on the sizing often occurs, calculated wall thickness at the base of the first exposed thread, assumed to Dyna-Thread is fully listed and be the weakest point of the pipe approved UL, ULC, and FM for fire length. Dyna-Thread and Sch-40 have sprinkler applications. the same calculated wall thicknesses The life expectancy of Dyna-Thread and at this point and are both assigned the same CRR of 1.00. 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. Listed Approved Listed Product Nominal Wt/Ft Wt/Ft Pcs/ Wt/Lift Wt/Lift Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' 1" 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 5 1114 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 5 11/2 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 I LI [TI I I I I I I I I I 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 40iDyna-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 40/Dyna- Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). I I allied TUBE TUBE & CONDUIT I 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 DynaTh read® Stamp Here 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, D1ma-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. Comparison to L.W.T. Pipe More wail 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. O.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 Sch-40 is specified. Product Nominal WVFt Wt/Ft PCs/ Wt/Lilt Wt/Lift Wt/Lift NPS 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 X 1/2" 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 x2" 2.104 3.050 4.57 30 1921 2196 2287 *50 53.4 4.5 6.80 30 871 996 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 Dyna Thread and Super 40. XL is manufactured with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Project: Sprinkler Contractor: Date: I Engineer: Specification Reference: System Type: I Locations: Comments: I S3-5 I Specifications & Approvals Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA-13. All sizes of Super 40lDyna-Thread are rated at 300 psi working pressure. Super 40/ Dyna-Thread is UL 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 40lDyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Listed Approved Listed rãW1M UI 4U — .' •--- - --'r' °wr - •r- - .. ..J 1 - IT iLL vIL.IMUL). ruDL,L.M IUi' 10.01 FOR DETAILS U STYLE 750 The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed I to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the )\ ' smaller pipe inside the larger pipe during vertical systems assembly is available Upon request. N JOB OWNER System No. Location Exaggerated for clarify Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel Optional: Hot dipped galvanized and others Gasket: (Specify choice*): Grade 'E" EPDM (All other sizes) 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 chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. 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 temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Optional: Assembly Washer: Galvanized, carbon steel Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. CONTRACTOR ENGINEER Submitted By Spec Sect Para Date Approved Date I I I I MATERIAL SPECIFICATIONS U I I [1 U I I I I www.victaulic.com vlcTAuuc is A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 26 vicTAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. tau 111J, RLVH I I 'SR 30b( S1EL F'E oocu Iou s 06.08 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 2 1 350 1000 0-0.07 0 ... - 57 0.20 . 3.38 5.28 188 2.7 SO• 25 2410 so o-i.s r 85 134 48 1.2 1 ½ 350 1000 0-007 . : 0-57 0.20 2-1852 3.38 . 5.28 1.88 2.0 40 2410 50 0-1.8 17 35 134 48 1.0 2½ 2 500 2215 0-0.07 O'47 0.16 .: .4.00 1-1852 5.93 1.88 3.1 65.. 50 3450 9850 0-18 14 .102: 151 413.... 76.1 min x 2 350 1550 0-0.07 ..., 0.16 .4.38 2-hx2s4 6.63 1.88 4.6 50 .2Q.............................L:18. . . 14 111 168 48 2.1 - 3 2 350 1550 0-0.07 . 0 - 39 0.13 . . 2 /ix2q 4.75 7.13188 4.9 80 0 2410 6000 0-18 11 121 1131 48 22 • 22 500 3250 0-0.07 0.13 . 4.75 7.13 1.88 4.3 65 . ....3450 14460 U 121 181 48 22 88.9 mm Simm 350 2275 0-0.07 0.13 - 2-hx2 4.75 7.13 1.88 4.2 2410 10125 0-1.8 It 121 181 48 1.9 4 2 350 1550 0-0.13 1-19 0.28 . 2-3553/4 6.25 .• 8.90 2.25 8.1 >' 150 50 2410 6900 0-3.2 25 159 226 57 37 24 . 350 2275 0-0.13 0.28 23' v 6.251 8.90 2.25 8.6 65 ............. 0-3.2 ........159 -....... 226 57 3. 3 500 4810 0-0.13 1 0.28 . 6.Ooi .... 8.90 . .... 2.25 6.7 80 3450 21400 0-3.2 i-t9 25 V. 2-3'x3y: 226 57 3.0 1113 [• S 5' 761 rrm 2410 2275 10125 0-0.13 0-32 - - 1'19 0.28 25 2'! 6.25 159 8.90 226 2.25 57 6.9 31 5 4 350 i5565 0-0.13 1-3' 0.22 2 -'y4Y 718 10.70 2.13 112 125 100 2410 - 24765 0-3.2 z - 19 182 272 54 - 5.1 6 • 4 350 5565 0-0.13 0-52' 0.18 2"x " 4'/ 8.63tt.9012.25 16.7 150 105 41 24......-3.2(l5 181 302 .. .7.6 5 350 8500 0-0.13 0.18 " 2-"xaV . 831 11.90 2.25 iag 1..' 2410 37825 0-3.2 15 211 302 . 57 5.9 165.1mm • x 4 : 350 5565 0-0.13 o. - ss 0.19 -" x4Y " 8.63 11.90 2.25 15.2 150 2410 - 24765 0-3.2 16 219 302 57 6.9 x 6 : 350 12000 0-0.13 0.13 2-7/x 10.81 14.88 2.50 22.4 200 150 2410 . 53400 0-3.2 . 11 - 275 378 64 10.2 Refer to notes on back cover. Style 750 Reducing couplings should not be used with end CaPS (#60) in systems where a vacuum may be developed. Contact Victaulic for details www.victaulic.com \'ICTAULIC IS A REGISTERED TRADEMARK OF vICTAuLIC COMPANY. Q 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 2- 45i.I 0 A~tauhc~ REV -( ?1L . 06.08 SEE VICTAULIC PUBLICATION 1001 FOR DETAILS STYLE 750 FLOW DATA HEAD LOSS The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at ambient temperature. I I I I I I FLOW REDUCING 2 1 5.9 50 25 1.8 1 V, 2.0 40 0.6 2 1.9 65 x 50 0.6 2 1.9 751nm < 50 0.6 3 2 5.5 80 53 1.7 2 3.8 55 1.2 3.8 88,9mm x 761 mm 1.2 - 4 2 6.0 13 -.1,13 6.0 55 1.8 3 6.0 Ro 1.8 6.0 Ii43win i Y 76.1 mm 1.8 4 3.0 100 0.9 6.. 4 6.0 150 - 100 1.8 5 4.5 125 1.4 6.0 165.1 mw / . 100 1.8 8. 6 7.3 200 ISO 2.7 FLOW EXPANDING 40 50 0.6 2½ .1 1.0 50 x 65 - 0.3 76.1mm 1.0 0.3 3 1 35 eo •I 1.1 -1 1 3.0 100 0.9 2½: 3 2.5 65. .. :80 .. 0.8 4 313 100• 0.9 76.1 mn x 88.9 mm 2.5 0.8 30 1143 min : 0.9 3 4 25 60 100 i 0.6 4 5 33 100 125 10 6 4.6 150 1.4 165.1 mm 4.6 14 5 6 23 125 1K 150 9.7 6 8 60 150 Y,200 1.6 I I I LI I 11 I I I I I I www.vjctaulic.com VICTAuUC IS A REGISTERED TRADEMARK OF vlcTAuuc COMPANY. © 26 VICTAULIC COMPANY ALL RIGHTS RESERVED. PRINTED IN THE USA. I it flOOR .3 US & WORLD HEADQUARTERS CONADA CENTRIU AND SOUTH AMERICA P.O. Box 31 905-884-7444 1-610-559-3300 Easton, PA 18044-0031 USA 905-884-9774 (fax) 1-610-559-3608 (fax) viccanada@victaulic.com vical@victaulic.com 4901 kesslersvllle Road Easton, PA 18040 USA - LURAPE. ;RSu. RIILIEIL 1-800-PICK-VlC (1-800-742-5842) 32-9-381-15-00 86-21-54253300 1-610-559-3300 32-9-380-44-38 (fax) 86-21-54253671 (fax) 1-610-250-8817 (fax) viceuro@victaulic.be vicap@victaulic.com pickvic@victaulic.com Uii:TEI) NIN000IR .f. I 511 www.victaulic.com 44 (0) 1438741100 971-4-883-88-70 44 (0) 1438313883 (fax) 971-4-883-88-60 (fax) viceuro@victaulic.be UPDATED 6/2006 06.08 1536 REV H vIcTAulIc IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY © 2006 VCTAUI IC COMPANY ALL RIGHTS RESERVED. PRINTED IN THE LISA. 00.08 nu I SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 .3 -r' .. • Ldt IA I GENERAL NOTES * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY. the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31h?20 - 90mm; 25% for 47100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. AW AW \tauIic® I An 09001 certified company Grooved End Fittings I U PRODUCT DESCRIPTION Victaulic offers a broad line of fittings in sizes through 48" (1219,2 mm) in a variety of straight and reducing styles. Most standard fit- tings are cast of durable ductile iron to precise toler- ances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves or shoulders to permit fast installation without field preparation. The grooved design per- mits flexibility for easy alignment. These fittings are not intended for use with Victaulic couplings for plain end pipe (refer to Sec- tion 14.04 for fittings avail- able for plain end applications). Fittings are provided in var- ious materials including malleable iron, ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with galvanized optionally available, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping sys- tems. Fittings are provided grooved or with shoulders conforming to standard steel pipe outside diame- ters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic- Flange" adapters, check disc clearance dimensions with I.D. dimension of fitting. I I I , I Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 optionally available) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 for details. Aluminum - Grooved end fittings are available in alu- minum alloy 356 T6, in sizes from I - 8" (33,7 - 219,1 mm). Refer to Section 21.03 or contact Victaulic for details. I I I Alternate Styles Extra Heavy EndSeal® "ES" Fittings - EndSeal fittings are available in 2 - 12" (60,3 - 323,9 mm) for use with 'ES" grooved pipe and HP-70ES EndSeal or Fire-R'" couplings. "ES" fit- tings are painted green for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe ser- vice requirements. Always specify "ES EndSeal fit- tings" when ordering. See Section 07.03 for informa- tion on EndSeal fittings. Fittings Machined for Rubber or Urethane Lin- ing (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Lining may be inside diam- eter/end (abrasion resis- tance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details. C 0.030' R FOR ABRASION RESISTANCE ONLY h—A H B HFG O.D. C E 0.030 R FOR CORROSION AND/OR ABRASION RESISTANCE I I I I I I Viclaulic® World Headquarters • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 • www.victaulic.com 1449 Pea.F 1100 0 Regs!ered Trademark of V,ctaaflc © Copyright 2000 Victaulic Primed in U.S.A. FLOW DATAt (Frictional Resistance) The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 221/2° elbow is approximately one-half the resistance of a 450 elbow. Values of mid-sizes can be interpolated. 57.51-lA Dimension - Feeth toys Dimension - FeeUmstsrs Elbows Tees Elbows Tees 7ominal SIZE 90° Elbows 45° Elbows 90° Elbows 45° Elbows Nominal No. 100 I No. 110 10 No. 100 No.11 No.110 Inches No. 10 11/2 D No.11 1½ D Actual td. 1/2 D Lon l Std. 11/2 D Long Actual Std. Long Std. Long mm Radius Radius Radius Radius Branch Run em Radius Radius Radius Radius Branch Run 1 1.7 - 0.8 - 4.2 1.7 8 13.0 9.8 6.5 4.0 33.0 13.0 - 3.2 - 1,3 715 2351 4.3 713 4.0 1.4 10,1 41. 2 3.5 2.5 1.8 1.1 8.5 3.5 10 17.0 12.0 8.3 5.0 41.0 17.0 54 '57 . 3155 77 .7 757 1,4 12,5 = 2.1 - 10.8 4.3 12 20.0 14.5 1.0 6.0 5 0.0 20.0 3 5.0 3.8 2.6 1.6 13.0 5.0 14 15.8 8 11.0 70.0 23.0 755,5 74 41/4 0.0. 6.4 - 3.2 - 15.3 6.4 16 8 18.0 8 13.0 80.0 27.0 2.1j 3,7 4- 4.0 2-54 82 4 6.8 5.0 3.4 2.1 16.0 6.8 18 If 20.0 I # 14.0 90.0 30.0 51/4 0.0. 8.1 - 4.1 - 20.0 8.1 20 8 22.5 8 16.0 100.0 33.0 75.7 257 13 4' 27. o:B0 :3 .so.a 5½0D. 8.5 = 4.2 2;0 8 24 # 27.0 # 19.0 120.0 40.0 5 8.5 - 4.2 - 21.0 8.5 26 8 28.0 8 20.5 130.0 43.0 3 23 3 714 2,5 5110 54 4 757 3511 13.1 61/4 0.0. 9.4 - 4.9 - 25.0 9.6 30 8 34.0 If 2 7 4.0 150.0 50.0 1 45,/ 352 6½ 0.0. 9.6 - 5.0 - 25.0 10.0 36 8 40.5 1 If 28.5 180.0 60.0 75 70 4130 4 13.3 5.7 54.2 8.3 6 10.0 7.5 5.0 3.0 25.0 1110 42 47.0 # 33.0 210.0 70.0 1583 3.0 23 iS 35 7,6 3,3 10773 5 14.3 17,1 64,0 31.3 t The flow data listed IS based sport the pressure orop 01 ocneuuie 40 plpa. 8 Contact Viclaulic for details. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536. Or: 14- 24' (355,6 - 610,0 nun), forged steel, con- forming to ASTM A-234, Gr. WPB (0.375 wall) Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 03/4 - 4° (26,9 - 114,3 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 05- 6° (141,3- 168,3 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type S or S. Gr. B 0 8 - 12" (219,1 - 323,9 mm): Carbon steel, Standard wall, conforming to ASTM A-53, Type EorS, Gr.B 0 14- 24" (355,6- 610,0 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type Eor S, Gr. B Flanged Adapter Nipples: (Nipple - see above) O Class 125 Flange: Cast iron conforming to ANSI B-16.1 0 Class 150 Flange: Carbon steel conforming to ANSI B-16.5 0 Class 300 Flange: Carbon steel conforming to ANSI B- 16.5 Fitting Coatings: Orange enamel 0 Optional: Hot dip galvanized and others. Some fittings sup- plied electroplated as stan- dard - see product specifications. 07.01 -2 Fittings (Ductile iron) \ E C to E Eto HCtoE1 CtoE T--v Cto ct 0 cc C CD l. to E too No. `10 No. 11 No. 12 No. 13 No. 20 No. 35 SIZE 90° Elbow 45° Elbow 221/2° Elbow 111/4° Elbow Tee Cross (sw) Nominal Aprx. Aprx. Aprx. Approx. Aprx. Aprx. Inches C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. 110 140 kg mm nun kg 'trw kg sr kg 3/4 2:25 0.5 150 0.5 1.63 sw - 1.38 sw - 2.25 0.6 2.25 0.9 1 2.25 0.6 1.75 0.6 3.25 @ 0.6 1.38 ow 0.3 2.25 1.0 2.25 1.3 :51; .7 7.3 52. 2.3 52 57 11/4 2;75 1.0 1.75 0.9 1.75 0.8 1.385w 0.5 2.75 1.5 2.75 2.1 11/2 2.75 1.2 1.75 0.9 1.75 0.8 1.38 sw 0.5 2.75 2.0 2.75 2.5 Is:.1 51 '14 9'. 14 :51 0:2 73 5' 75 2 3.25 1.8 2.00 1.3 3.75@ 1.4 1.38 1.0 3.25 3.0 3.25 3.8 22 023 . 5:22 0.13 :4 '5 '.7 21/2 3.75 3.2 2.25 2.2 4.00 © 2.3 1.50 1.1 3.75 4.3 375 6.1 30.0. 3.75 3.7 2.25 1 3.4 - I - - - 3.75 5.2 - 75 1? 3 4.25 4.5 2.50 3.1 4.50 @ 3.1 1.50 2.1 4.25 6.8 4.25 10.5 135,2' 108 2,0 1 ,1 il-I Is. .313 1,1) .51 5 31/2 4.50 5.6 2.75 4.3 2.50 sw 4.0 1.75 sw 2.7 4.50 sw 7.9 4.50 11.5 Girl '4 2.5 7. 25 54 15 .13 1,2 14 3,6 '1 52 4 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 5.00 11.9 5.00 15.8 1&3 51' :5.2 :-s; s.s 73 2.5 4-i 1.3 127 54 17! 7.2 4¼0.D. 5.00 11.0 3.00 5.6 - - - - 5.00 15.5 - - 5.55 137 72' ui 3.2 - ..- - 127 - 41/2 5.25 ow 10.0 3.13 sw 6.0 3.50 6.6 1.88 SW 4.2 5.25 sw 15.0 5.25 18.5 127.3 132' 43; 2,7 133 250 413 1,9 133 6,6 '33 8,4 '5 5.50 11.7 3.25 8.3 2.88 sw 7.8 2.00 sw 5.0 5.50 17.8 5.50 20.0 '.41_I 5,3 5? 3.8 75 35 51 2,2 5¼0.D. 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - '4i I - 5½0.D. 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - 155 75. 53 95 31. 6 1553 6.50 1135 17.2 7,33 3.50 .'' 10.8 -39 6.25 @ 152 12.2 55 2.00 '31 7.0 3,2 6.50 1135 25.7 1? 6.50 'i.r 28.0 137 61/4 0. D. 6.50 18.6 3.50 10.8 - - - - 6.50 27.1 - - 13- .4 6½0.D. 6.50 15.5 3.50 9.8 3;13 11.4 2.00 7.4 6.50 22.0 6.50 28.0 775 29.9 4.25 20.4 7,75© 20.0 2.00 10.1 7.75 47.6 7.75 48.0 10 9.00 63.3 4.75 37.5 4.38 sw 30.0 2.135w 11.8 9.00 99.0 9.00 121.5 27...G 717 557 :51 152 I1 135 54 3,3 229 44.4 12 10.00 74.0 5.25 66.7 4.88 sw 40.0 2.25 ow 29.3 10.00 133.0 10.00 110.0 144 21.00 164.0 8.75 82.0 5.00 sw 46.0 3.50 sw 32.0 11,005w 151.0 11.00 198.0 37.2 127 27.5 52 icS 3713 88.5 4, 52.8 164 24.00 2100 10.00 100.0 5.00 sw 58.0 4,005w 42.0 12.00 sw 188.0 12.00 250.0 ', 1.27 1112 111 :5175' 5,3 18 # 27.00 273.0 11.25 135.0 5.50 ow 65.0 4.50 ow 53.2 15.50 sw 263.0 15.50 350.0 3011 114,5 1531: 20 # 30.00 343.0 12.50 174.0 6.00 Sw 78.6 5.00 sw 65.0 17.25 sw 339.0 17.25 452.0 '2:3... :1,2 1'55.r; 51'. 131 1132 '15.2 5'? 255 4313 1333, 1, 4 24 4 36.00 516.0 15.00 251.0 7.00 : sw 140.0 6.00 SW 60.0 20.00 sw 473.0 20.00 795.0 I 17 I -. If .1, ' / 00 I/ILl 0,19 I0uiu0 IL/I 9U l00I OIL//IWO IN/i. 11.1/.) dilU IN/i. ito. see pages. For 1'D',. d i'u's elbows contact Vuctaulic. (sw) Segmentally welded steel @ Gooseneck design, end-to-end dimension 07.01 -3 No. 33 True Wye (Segmentally welded steel) 07.01-35 SIZE Dimensions Approx. SIZE Dimensions Approx. Nominal lnches/, Wgt. Ea. Nominal Inches/urn Wgt. Ea. Inches Lbs. Inches Lbs. CtoLE CtoSE 113 ?-,3 in CtoLE CtoSE 1 2:25 2.25 tl 6 6.50 4.50 22.3 1/4 2.75 2.50 1.5 8 7.75 6.00 36.0 11/2 2.75 2.75 1.8 10 9.00 6.50 69.9 2 3.25 2.75 2.5 12 10.00 7.00 80.0 752. 43 733 .1 373.9 '113" 173 21/2 3.75 3.00 4.3 14 11.00 7.50 134.2 7,3 2113 3135.6 273 191 60'S 3 4.25 3.25 6.1 12.00 8.00 167.0 1313,1): 1153- 133 253 21)3 3½ 4.50 3.50 9.6 15.50 8.50 234.0 5.00 44 4 3.75 10.0 g24 17.25 9.00 281.0 / 5.50 t 4.00 27 5 15.0 20.00 10.00 523.0 0701-45 SIZE Dimensions Approx. SIZE Dimensions Approx. Nominal Inches/mm Wgt. Ea. Nominal Inches/mm Wgt. Ea. Inches Lbs. Inches Lbs. Actual mm C to GE C to TE kg Actual mm C to GE C toTE kg 3/4 2.25 2.25 0.6 . 41/2 5.25 5.25 15.0 Sw 2615 57 1) 73 127,0 123 133 63 1 2.25 2.25 1.0 5 5.50 5.50 17.8sw 0,113 141,3 1.10 14(5 13.1 1¼ 2.75 2.75 1.5 5¼0.D. 5.50 5.50 17.8 .24 70 713) 0.7 ¶33.0 14(1 14(1' 13.1 11/2 2.75 2.75 2.0 51h O.D. 5.50 5.50 17.8 70 0,9 139,7 140 140 13,1 2 3.25 4.25 3.0 6 6.50 6.50 25.7 Sw 21/2 3.75 3.75 4.3 6¼0.D. 6.50 6.50 27.1 3 O.D. 3.75 3.75 5.2 61/2 O.D. 6.50 6.50 22.0 3 4.25 6.00 6.8 8 7.75 7.75 47.6 SW 3333 13313 13313 31 21151 '137 19'? 131.13 31/2 17.1- 4.50 4 4.50 11 7.9 Sw 3333 10 272,0 9.00 9.00 2339 73.0 15131 4 5.00 7.25 11.9 12 10.00 10.00 99.0 11.33 '.3315 164 13.4 ,2353 . 2)133 1354 '3-1,0 41/4 Op. 5.00 5.00 15.5 (ow) Segmentally welOe9 steel. No. 29M Tee with Threaded Branch (Ductile Iron) C too E GE CITE 07.01 -4 No. 100 and No. 110 Long Radius Elbows 1½ D C to E No.100 No.110 No. 100 and No. 110 Long Radius Elbows 3D (With added wall thickness at bend for abrasive service) I.CE-1 CtOE No.100 No. 1110 No. 100, No. 110 and No. 20 Direct Grooved Fittings 11/2 D Radius CtoE No.100 No.110 l-- C to E co too No. 20 I I I I I I I I I I I I I I I I I I I 07.01-5B No. 100- 90° No. 110- 45° No. 100- 90° No. 11 - 45° SIZE SIZE Aprx. Aprx. Aprx. Aprx. Nominal C to E Weight C to E Weight Nominal C to E Weight C to E Weight Inches Inches Each Inches Each Inches Inches Each Inches Each mr.- Lbs./5 n Lbs./r-. 5rrz Inn Lbs.b.0 mm Lbs/ky 2 4.38 2.5 2.75 1.8 - 10 17.25 107.0 8.50 57.6-- 21/2 s 5.00 411 3.00 2.8 12 2050 156.0 10.00 90.0 7° 3 5.88 6.0 3.38 4.9 14 21.00 s 164.0 8.75s 82.0 S - 4 7.50 12.3 4.00 7.3 16 24.00s 210.0 10.00s 100.0 143 ii 5.8 02 :7 :5 .75.1 512 95:3 :154 454 5s + 18,2 + 14.8 18 27.00s 273.0 11.25 s 135.0 6,7 457,2- 656 723:4 288 61.2 6 10.75 30.4 5.50 17.4 20 30.00s 343.0 12.50s 174.0 S S S 61/sOD. 10.75 29.0 50 19.0 24 300 s 516.0 15.00s 251.0 8 14.25 66.0 7.25 36.0 Ductile iron except thosernar}cect (x) wnrcn are steel, NOTE: Fittings size 26 - 48 are available roll grooved for installation with Style 770 Large Diameter couplings. Contact Victaulic for details. Wall Thickness 90° Elbow 45° Elbow SIZE lnches/n1illiifl5.v.s No. 100-3D No. 110- 3D Nominal In At C to E ikprx.Weight C to E ftprx.Welght Inches Non-critical Back Wear Inches Each Inches Each Actual mm Area Area Extra rent Lbs/kg mm Lbs/kg 2 0.184 0;309 0.125 10.00 5.0 6.50 4.7 3 0.246 0.371 0.125 13.00 16.0 7.75 10.4 SF9 (175 9.11 3.13 :3147 75 197 4.7 4 0.267 0.455 0.188 16.00 25.5 9.00 17.2 111.3 517°. .5 155 1155 229 75 6 0.310 0.560 0.250 24.00 70.0 13.50 45.0 '88.1 7.157 14.2z 5,z5 1510 :31,5 553 20.4 D7.01-24A SIZE No. 100- 90° No. 110- 45° No. 20- Tee Nominal Inches C - E Aprx. Wgt. Es. C - E Aprx. Wgt. Ea. C - E Aprx. Wgt. Ea. Actual mInI In./a,irr Lbs/k9 In/sm, Lbs/kg ln./mm Lbs/kg 28 2.00 626:0 17.25 312.0 24.00 790.0 30 775.0 18.50 358.0 25.00 1000.0 36 r45,00 4.00 1170.0 22.25 583.0 30.00 42 3.00 1810.0 5 26.00 900.0 35.00 5 2000.0 Ductile iron available. Dontact Vlctauhc tor sizes, ctimensions 500 availaorlity. For use with Style 77 couplings. 07.01 -5 No. 30 450 Lateral (Segmentally welded steel) No. 60 Cap No. 40, 42, 43 Nipple (Steel) T r_Et0 E1 No. 60 No. 42 Grv. X Bev. r-EtoE...l ).EtoE.) iii Li •'t'i No. 43 No. 40 Grv. X Grv. Cry. X Thd. Dimensions Dimensions SIZE Inches/i'm Approx. SIZE Inches/mn, Approx. Nominal Wgt. Ea. Nominal Wgt. Ea. Inches Lbs. Inches Lbs. CtoLE CtoSE : si:un•:. CtoLE CloSE 1$ 3/4 4.50 2:00 1:0 6 14.00 4.50 43.6 5.00 2:25 1.7 61/2 0.D. 14.00 4.50 43.6 11/4 5.75 2.50 2.5d 8 18.00 6.00 72.0 11/2 6.25 2.75 3.5 10 20.50 6.50 105.0 4/'j 2 7.00 2.75 4.6 d 12 23.00 7.00 165.0 5.03. 1713 70 2 ,. 748 21/2 7.75 3.00 9.0 14 26.50 7.50 276.0 733 157 75 51 3554 -'' 151 125.2 30.0. 8.50 3.25 11.0 16 29.00 800 344.2 3 8.50 3.25 11.7 d 18 32.00 8.50 429.0 31/2 10.00 3.50 17.8 20 35.00 9.00 500.0 4 10.50 3.75 22.2d 24 40.00 10.00 715.0 5 12.50 1318 4.00 21.8 (d) Ductile iron. fl7 flieR No. 60 No. 40, 42,43 # No. 60 No. 40,42,43 # Cap* Nipple (Steel) Cap* Nipple (Steel) Thick. Aprx. Aprx. Thick. Aprx. Aprx. SIZE SIZE Nominal T Wgt. Ea. E to E Wyt. Ea. Nominal T Wgt. Es. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Inches Inches Lbs. Inches Lbs. Actual mm tI mm 1<9 Actual mm mm ko mm kg 3/4 0.88 0.2 3.00 0.3 5¼0.D. 1.00 4.5 - - I'S 53 78 33.0 23 2.0 1 0.88 0.3 3.00 0.4 5½0.D. 1.00 4.5 - - 33,7 22 31 lB 0.2 152.7 23 2.0 - 11/4 0.88 0.3 4.00 0.8 6 1.00 6.1 6.00 9.5 42,4 22 21 122 33 11558 :13'. 23 152 4:3 11/2 0.88 0.5 4.00 0.9 6¼0.D. 1.00 6.8 - - 43.8 22 32 132 24 31.3 1 2 - - 0.88 9.6 4.00 1.2 6½0.D. 1:00 7.3 21/2 0.88 1.0 4.00 1.9 8 1.19 13.1 6.00 14.2 30.0. 0.88 1.2 - 10 1.25 21.0 8.00 27.0 3 0.88 1.2 4.00 2.5 12 1.25 35.6 8.00 33.0 1333. 22 13,5. '12 1.1 4253 52 27' 13.3 31/2 0.88 2.5 4.00 2.1 14 9.50 315 . 52 '' 1:3:3 21 .2333 4 1.00 2.5 6.00 5.5 16 10.00 ilL'. 4¼0.D. 1.00 2.3 - - 18 11.00 41/2 1.00 2.5 - - 20 12.00 5 1.00 4.6 6.00 7.4 24 141 3 2'. 2 1 1'2 33 S For Pump Package Nipples with 11/2' (48.3 mm) Sole Cut to receive Style 953 Vic-Let or Style 954 ViC-U-Weu request special NO. 40, 42 or 43 nipple prices and request No. 40-H, 42-H or 43-H on order. NOTE: 4- 12' (114,3.323.9mm) diameter 8' (219.1 mm) minimum length requited. B Available with British Standard Pipe Threads, specify 'BSP" clearly on order. Steel dish caps available through 24' (610,0 mm), contact Viclaulic. No 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 Bull Plugs should be used. 07.01 -6 07.01-105 SIZE Length Approx. Weight Each SIZE Length Approx. Weight Each - Nominal E to E Lbs.!kg ___ Nominal E to E Lbs/kg No .41 No. 45 No. 46 No. 41 No. 45 No. 46 Inches Inches Inches Inches Atua1min MM ANSI 125 ANSI 150 ANSI 300 Actualniin mm ANSI 125 ANSI 150 ANSI 300 3/4 3 - 2.3 3.3 6 6 26.5 47.5 29 7.3 - 15 15 1i353 152 120 1 3 2.5 2.7 3.9 8 6 39.0 41.3 70.3 33,7 75 1,2 18 2191 152 377 18,8 81,2 11/4 4 3.0 3.3 4.8 10 8 57.0 59.8 100.8 .12.4 102 1.4 1,5 2.2 233,0 255 259 27,1 413.7 11/2 4 3.5 3.9 6.9 12 8 41.0 88.2 146.2 155 133 18 '1 323,9 202 18,9 15 8.5.3. 2 4 5.5 6.2 8.2 14 8 - 55,3 102 2.5 2,5 51 355,o 253 - + + 21/2 4 8.0 9.9 11.9 16 8 - 72,0 02 ,3.0 15 334 -5)6.4 283 - + + 3 4 9.5 11.4 16.5 18 8 - 31/2 4 12.0 15.1 20.1 20 8 - 11.4 15.1 4.1 8,5351; 215 + + 4 6 16.7 18.4 27.4 24 8 - 1.32 '.s 17 h.'l + + 5 6 21.5 21.3 35.3 + (Sontaci ViClOutiC 101 aelails. I I I I I I I I I I I I I I I I I I I 07.01 9A No. R-10 Reducing Base Support Elbows (Ductile Iron) Co B Dia. Grooved X Grooved (G X G) C to B Dia. Grooved X Flanged (G X F) No. 41 - ANSI 125 (Cast Iron) No. 45 - ANSI 150 (Steel) No. 46 - ANSI 300 (Steel) Flanged Adapter Nipples E to E SIZE Dimensions Approx. Wgt. Ea. Nominal lnches/o:i.?.. . Lbs./"o Inches GXG G 880 07.01 -7 Concentric/Eccentric Reducers Steel (except as noted) No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual mm mm kg mm ka 11/4 X-1/4 + 1.9 - - X 1 + 1.9 - - '4 5117 1½X 3/4 + 1.4 - - 07 X 1 2.50* d 0.8 8.50 4.5 X 1 '/4 2.50d 1.0 - - '4 'i7'' '74 2 X 3/4 2.50* d 0.9 9.00 2.0 '4 258- €s. 223 X 1 2.50* d 0.7 9.00 2.3 14 3 X 11/4 2.50*d 1.2 9.00 4.6 '4 -ill <71 219 X 11/2 2.50* d 1.0 9.00 4.6 7<, i33 1t 33. 222 2½X 3/4 + 1.3 + 3.3 X 1 2.50 3.6 9.50 3.5 2< 3.3,7 64 1.5 7.77 X 11/4 2,50* d 3.3 9.50 + '4 42.4 334 11, 2.71 2 X 11/2 2.50* d 3.6 9.50 3.7 X. 4335 6.7 1.6 241 1,7 X 2 2.50 d 3.9 9.50 4.3 3< rlu.3 51 1.15 .147 3X 3/4 + 1.5 + 4.5 - 07 * X 1 2.50* d 1.3 9.50 4.8 7<137 C14 X1¼ + 3.0 + 4.8 X X 11/2 2.50* d 5.1 9.50 5.1 x 48,:. ('7< 23 2.1 X 2 2,50* d 1.6 3.50 d 6.0 36 603 6) <.7 59 2,7 X 21h 2.50*d 1.8 3.50d 7.0 3< 737 65 0.8 ill. :72 30.D. 2.50d 2.1 - - X6, 31/2 X 3 2.50 d 2.0 9.50 7.0 171.5 '4 86.5 34 5: 4 X 1 3.00 d 3.0 10.00 6.5 1123 1< 332 <0 1.1 254 X 11/4 + 4.6 - - 2< X 11/2 10.00 6.9 10.00 8.1 '4.17)1 773 753 '5 X 2 3,00* d 2.4 4.00 d 3.3 36573 76 X 21/2 3.00' d 2.7 4.00 d 3.4 >1 755 75 12 57 1,1 X 3 3.00' d 3.2 4.00 d 3.5 X 57)3.9 78 1.4 772 1.5 X 31/2 3.00 d 2.9 10.00 8.0 '4 1-11.5 75 13 175.3 3< 5 X 2 4.00 9.0 11.00 5.2 121,23653:3 102 4.1 277) X 21/2 11.00 11.0 11.00 10.8 X 3 4.00d 5.5 11.00 11.1 X 4 3.50d 4.3 5.00d 12.0 Er rtoE .-EtoE-'1 ()T01-111; No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. civai mm mm kg mm kg 6 X 1 4.00* d 5.0 11.50 14.5 2< 23.2 107 2,3 237.2 3333 X1½ 31 4113 + + 5,5 2.5 + + + + X 2 4.00' d 6.6 11.50 14.5 X 253 '1712 30 732 X 21/2 4.00 d 6.4 11.50 14.2 53 252 X 3 4.00' d 6.4 5.50 d 15.0 537 III'.' 2.9 1 5.11 X 4 4.00 d 6.5 5.50 d 17.0 2< 1"3,7 1112 2.9 413 7.7 X 5 4.00 d 6.4 5.50 d 17.0 1< '.51 1 "3;) 1.17 147) 7,7 8 X 21/2 16.00' 7.9 12.00 26.1 '2 X 3 5.00 d 9.3 12.00 22.0 7< 7:8,7) 127 4.2 320 10.0 X 4 5.00 d 10.4 12.00 23.0 127 4.11. 30-11 1(74 X 5 5.00d 11.6 12.00 23.0 71 '1/73 12/ 5,2 3305 10.4 X 6 5.00 d 11.9 6.00 d 24.0 '4 1/41< 1117 5.4 152 10.9 10 X 4 6.00 d 19.7 13.00 32.0 1< 11,3 152 8.11 330 13,5 X 5 + 34.3 + 34.6 141.2 15,t3 t 15,7 X 6 6.00 d 20.0 13.00 36.9 21 158.3 1o2 (tI 330 16.2 2< 8 6.00 d 22.0 7.0 d 21.6 x 2191 152 10.0 178 96 12 X 4 + 44.0 14.00 48.0 323,0 7< ii-'..) 20,0 356 2141 X 6 7.00 d 24.6 14.00 50.0 3< 1715,) 175 11,2 356 22.7 X 8 7.00 d 52.0 14.00 53.5 2< 219,1 1711 23.6 356 24.1' X 10 7.00 d 1 39.0 14.00 57.0 '4 7737 177 3115 2119 14 X 6 13.00 65.0 13.00 60.0 311/7 '4 1511,5 337- 211.5 330 27,2 X 8 13.00 65.0 13.00 60.0 7< I'll. :131) ;153 :331) 27,2 X 10 13.00 66.0 13.00 65.0 7<' 373.4 073 29.9 330 3915 X 12 13.00 68.0 13.00 66.0 7< :37'3,7) '775: 301'. 3110 2177) 16 X 8 14.00 73.0 14.00 73.0 <7)11.4 3< 25<1 3115 3(71 3115 33,1 X 10 1400 73.0 14.00 73.0 X 12 14,00 73.0 14.00 73.0 7< 7)3,341 '../7- 37 I 1155 25.1 X 14 14.00 73.0 14.00 73.0 7<33-1-15 ".77 313.1 158 33,1 18 X 10 15.00 91.0 15.00 91.0 23721 7< 273.5 331 412 37<1 413 X 12 15.00 91.0 15.00 91.0 7< -114 73537 51.3 .381 11.3 X 14 15.00 91.0 15.00 91.0 X 16 150 91.0 15.00 91.0 aole conhlnueo on page 0. (d) Ductile iron + Contact Victautic for details. 'Available With mate threaded small end No. 52. Steel eccentric reducers available through 30' (762,0 mm), contact Victaulic ior dimensions. 07.01 -8 I I I I I I I I I I I I I I I I I I I Concentric/Eccentric Reducers Steel (except as noted) No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual mm mm kf4 mm 20 X 10 20.00 110.0 20.00 177.0 579.5). 7< 2730 374 57*. 303 X 12 20.00 120.0 20.00 120.0 x .32351 953 534 X 14 >1 20.00 .5:33 149.0 773 7. 20.00 149.0 X 16 20;00 120.0 20.00 120.0 X 18 20.00 136.0 20.00 136.0 x ,775 '7'4 24 X 10 20.00 142.0 20.00 142.0 No. 25 and No. 29 Reducing Tees (Segmentally welded steel) 07.01120 No. 25 No. 29 SIZE Std. wfl'hd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. Actual mm Inches/mm Inches/mm Lbs/kg 1X1X 3/4 + + 1.0 33:5>1313,1' 7<2311 1 1¼X11/4 X1 + + 1.3 424>142.4 2< 33.7 * + 11/2 X11/2 X 3/4 + + 1.5 X + + 1.5 >137' 2 0' X1¼ + + 1.7 7<12.4 531 2 X 2 X Y4 3.25 d 3.25 d 2.5 32, 9.3 X 1 3.25 d 3.25 d 2.7 X1¼ + + 1.8 7< 42.4 X 11/2 3.25 d 3.25 3.0 31 157. 5? 7.4 21/2 X21/2 X 3/4 + + 3.9 X 1 >1 31? 3.75 d 5)4 3.75 314 3.8 X1¼ + + 4.2 314.2.4 X 11/2 3.75 d 3.75 d 3.9 7<45.7 I'S 19 X 2 3.75 d 3.75 4.5 2<3:05) 2,4 45 3X3X 3/4 + + 5.7 4...11<39.27< 2352 :53 X 1 4.25 d 4.25 d 6.1 33 79 X1Y4 + + 8.0 7". X 11/2 4.25 d 4.25 6.5 x 35 'C'S 51. 27 X 2 4.25 d 4.25 6.2 >155% X 21/2 425 d 4.25 6.4 ES 4toE EtoE ((C No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Autual tfl(1'( mrs 99 mrs 39 24 X 12 20.00 150.0 20.00 150.0 9229 7< 327.3 9.3.5. 203 99.5' X 14 20.00 162.0 ' 20.00 162.0 7< 355.4 352•5 735) 73* X 16 20.00 162.0 20.00 162.0 1< 199,4 433 7.5 7323 33.5. X 18 20.00 160 20.00 162.0 X 20 I 20.00 151.0 20.00 190.0 7< 54.35 j 41. 1333. 9.323 j..ctoE1 (.ct0E.1 F L~1~,: cj co No. 25 No. 29 (17 01.120 No. 25 No. 29 SIZE Std. w/Thd. Branch Aprx. Nominal Inches C to C to E Wgt. Ea. Actual mm Inches/mm Inches/mm Lbs/kg 4X4X 3/4 + + 8.0 11.73>1114,37<595 X 1 5.00 d 5.00 d 7.8 7< 23.7 27 127 3.5 X1½ + + 9.6 X42. - 4,4 X 11/2 5.00 d 5.00 d 10.2 >1 49,3 127 127 4,6 X 2 5.00 d 5.00 d 11.2 XS5.3 137 127 5.1 X 21/2 5.00d 5.00d 11.4 7< 75)0 157 157 3.2 X 3 5.00 d 5.00 d 11.6 2<5917 '37 1137 53 5 X 5 X 1 + + 14.0 13,31.337 13.4 X1½ + + 14.3 X 2 5.50 5.50 14.5 >1 02.2. 1431 1132 X 21/2 5.50 d 5.50 d 15.2 >7 '.115 155) 1,79 (531 X 3 5.50 d 5.50 16.6 >1 371I 1/55 '45. 75 X 4 5.50 d 5.50 16.7 31 1'-.? 140 145) 75 6 X 6 X 1 + + 23.0 :3393 >1 0's.2: >1 4237 + 131.4 X1½ + + 24.0 7<413% + 15.5 X 2 >1 6.50 d 154 6.50 d *5 21.6 X 21/2 6.50 d 6.50 d 21.4 >1 733 191; 14,3 1.7 X 3 6.50 d 6.50 d 26.5 313. 137' 15,1) X 4 6.50d 6.50d 25.0 X 5 31111.'? 6.509 131. 6.50 d 7315 23.2 155 Ia0Ie contInueS on page 75. 07.01 -9 No. 25 and No. 29 Reducing Tees (Segmentally welded steel) 57 01.12(1 jC to E Cr No. 25 rCb0El No. 29 07.01.12C No. 25 No. 29 SIZE Std. wjThd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. ,1o1uut mrs Inches/mn Inches/mm Lbs/kg 61/2 X 61/2 X 3 6.50 d 6.50 24.0 15,1 X 11(11.1 X 35.7- 143 X 4 6.50 d 6.50 25.0 19 1143 122. 13:1 113 8 X 8 X 11/2 + 33.0 215.113217.1 13 X 2 7.75 7.75 33.5 13'1-1 X2½ + + 39.0 X 221- - - X 3 7.75 7.75 33.6 Xl X 4 7.75 d 7.75d 41.8 X 5 7.75 7.75 34.0 < 47 X 6 7.75 d 7.75 d 42.3 13 1431. 13 191' x 61h O.D. 7.5 7.75 48.0 10X10X11/2 + + 62.0 2,5.11921119>1 '45 44.1 X 2 9.00 9.00 62.0 Y 99l 223 222 "3.1 X2½ 'i. + 62.4 19 73,5. X3 + + 60.0 X 4419 212 222- 27,2 X 4 9.00 9.00 61.0 X .'22 225 225 X 5 9.00 9.00 52.0 133413 .223 .229 22.8 X 6 9.00 9.00 59.0 >9168.3 299 239 26,13 X 8 9.00 9.00 64.7 13:1191 330 1-1'5 22:3 12X12X1 + + 77.0 3259>9323913 337 + 1..34.9 X2 + + 80.0 1322.3 X21/2 + + 78.0 X 3 10.00 10.00 82.0 >1 34-5 ..-:•i 21 X 4 10.00 10.00 80.0 23 14)1 X 5 10.00 10.00 75.0 13 X 6 10.00 10.00 75.0 X. 1181, 349 3-14 3411 8 10.00 100 80 X 10 10.00 10.00 84.0 23 273-.) 214 23-1 14X14X4 + + 102.0 X6 + + 108.2 x •ç . . .2; X8 11.00 11.00 112.0 >1 1:2.' 271 No. 25 No. 29 SIZE Std. wlThd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. 415uu1 mm Inches/mm Inches/min Lbs!%r.j 14X14X 10 11.00 11.00 120.0 7341-133773>92731 279 2711 544 X 12 11.00 11.00 129.1 X 133,4 379 229 732. 16X16X4 + + 130.0 422419499413 1143 e X6 + + 133.5 x 8 12.00 12.00 145.0 >3 2111-,) 303 11,. 75,1 X 10 12.00 12.00 149.5 19 2747) .79) 311. X 12 12.00 12.00 154.0 X 14 + + 167.0 19355,14 -,. 75, 18X18X4 + + 194.0 4117.0134130>31143 * X6 + + 200.0 19 3133 X8 + + 202.0 x X 10 15.50 15.50 212.0 >9273,0 39.2 324 X 12 15.50 15.50 222 X 14 15.50 - 230.1 233.559 394 - 1)34 18 X 18 X 16 15.50 - 247.6 .3534,231475 x '1591 394 - 20X20X6 + + 240.0 3':a.0.135140 >3 16.3,3 + * 1223 X8 >3 239,1 + + 244.0 110:7 x 1 + + 256.0 132730 - X12 + + 264.0 2< 323,4 + - 119.3' X 14 17.25 - 275.0 >3355,6 2435 X 16 17.25 - 288.6 19 4023,4 454 >3 18 17.25 - 297.0 3< -21310 -4331 1347 24 X 24 X 8 20.00 20.00 340.0 419.. X411.3 x :115.1 314 334 X 10 20.00 20.00 343.9 >4271,1 534 "111 X 12 20.00 20.00 352.8 .1414 145 1579 X 14 20.00 - 360.0 X 327,0 913 X 16 20.00 - 378.0 X 4113'i 512 X 18 20.00 - 380.0 X 4571-,; 534 X 20 20.00 - 373.0 X3433') 3-93 - 152,7 (d) Ductile iron. + (loritact Victautic for details. No. 29 Threaded Outlet Reducing Tees are supplied NPT and are available with British Standard threads. For British Standard specify "8SF" clearly on order. 07.01 - 10 No. 52 Reducer Threaded Small (Ductile Iron) ED r.toE1 No. 53, 54 & 55 Swaged Nipples* (Steel) E to E [D~ No. 53 E to E No. 54 j.-EtoE----1 Eli No. 55 I I I I I I I I I I I I I I I I I I I 07 01.130 SIZE SIZE I SIZE Nominal E to E Aprx. Nominal E to E Aprx. Nominal E to Aprx. Inches In. Wgt. Ea. Inches In. Wgt. Ea. Inches In. Wgt. Ea. rn'. Lbs./rni 3, 'rn rn LbsJ2 4v n" Lbs./,,r: 1½X1 2.150 0.8 3X 3/4 + 1,5s 5 X 4 + 4.5 X 11/4 X 1 250 0.9 2.50 1.3 1 6 X 1 4.00 5.5 X 11/2 x 2 2 X 3/4 2.50 0.9 2.50 1.5 s 4.00 5.7 (533<2,7, 74 "4 3<43.1 0? >577:3 :5? 235 X 1 X 21/2 2.50 0.7 3 X 2 2.50 1.5 4.00 5.8 27.133< 37.3 24 :3•7 2< 73.5 X 1¼ X 21/2 X 3 2.50 1.2 2.50 2.4 4.00 5.8 3<4253 34 02 x?:3.0 44 1.1 X11Ao 1152 X 1½ X 4 2.50 1.0 4 X 1 3.00 2.3 + 6.5s 75 (1<..? 3< 337 X 11/2 75 1,5) 3<'114,3 X5 5.4' 2½X 1 + lOs + 2.5s + 2.0s X4533 X 11/4 X 2 250 1.2s 3.00 2.6 8 X 2 16.00 1.5 71 455 3<43.: 714 X 11/2 X 21/2 X 21/2 2.50 1.3s 3.00 2.6 16.00 1.7 53.0 34 551 1 7337 713 1 X 033.0 .733 (04 X 2 X 3 3+00 1.4 3.00 2.5 s's. 731 3<3131.2 75 (s) 7teel. + uoniaci vicrauluc ior aelass. Available with British Standard Pipe Threads, specify "BSP clearly on order. 07.01-14B SIZE Approx. SIZE Approx. Nominal E to E Weight Each Nominal E to 8 Weight Each Inches Inches Lbs. Inches Inches Lbs. Actual mm mm kg Actual mm mm kg 2 X 1 6.50 2.0 4 X 21/2 9.00 7.5 14413 3< 337 5S 0? 31'i.3 X 730 22? (14 X 11/4 X 3 6.50 2.0 9.00 7.5 335 (53 >5 31553 27? 34 X 1½ X 31/2 I 6.50 2.0 9.00 7.5 7< .3 1.3 iSo 33 >5 529 .3.4 21/2 X 1 7.00 3.0 5 X 2 11.00 11.5 3< :3557 1731 .1 i..1 2 3< 15033 270 035 X 11/4 X 3 7.00 3.0 11.00 11.3 X ''33 53 3< cc:, 272 X 11/2 X4 7.00 3.0 11.00 11.5 >5.333.5 :75 14 X'53? 777 X 2 7.00 3.0 6 X 1 12.00 17.0 10v37< X 11/4 3 X 1 8.00 4.5 12.00 17.0 .07 x .3. 205 ;17 3< 4,;4 2125- X 11/4 X 11/2 8.00 4.5 12.00 17.2 >532. 2:51 '17 >544.-- 533 X 1½ X 2 8.00 4.4 12.00 17.4 2135 3<, 3.35 75' X 2 X 21/2 8.00 4.5 12.00 17.4 0:74 22- 3<030 305 X 2112 X 3 8.00 4.5 12.00 17.4 X 3< 05.7 X 31/2 31/2 X 3 8.00 6.8 12.00 17.4 17 :335.70 273 71 X 4 >5317 4 X 1 9.00 7.5 12.00 17.5 3< 531(1 X 1½ X 41/2 900 7.5 12.00 17.5 3<7:7: X 11/2 9.00 7.5 X 5 12.00 17.5 7.' oS? 2 1 34 X 2 9.00 7.5 8 X 6 + 20.0 X >5 °72. Also available in tnreaded small enO NO. >401 trireacec large errO NO. >5. + Contact Victaulic for details. 07.01 -11 07 01.1 SO No. 18 No. 19 990 Adapter Elbow © 450 Adapter Elbow @ SIZE Approx. Approx. Nominal C to GE C to TE Weight Each C to GE C to TE Weight Each Inches Inches Inches Lbs. Inches Inches Lbs. 4474731737733 73733 :7 17377 71:11 Ky 3/4 2.25 2.25 0.5 1.50 1.50 0.5 1 225 225 05 175 175 06 11/4 2.75 2.75 0.9 1.75 1.75 0.6 42.4 77 70 74 44 44 Li 11/2 2.75 2.75 1,1 1.75 1.75 0.9 77) 70 177. - 44 2 3.25 173 4.25 2.5 2.00 Li 3.00 773 1.9 (737 21/2 3.75 3.75 3.0 2.25 2.25 2.3 45 Li 57 47 (7 3 4.25 6.00 5.8 2.50 4.25 5.0 31/2 4.50 6.25 8.0 5.25 5.25 8.8 13_I 1733 Li 1::. 3177 40 5.00 7.25 12.0 3.00 5.25 8.8 6 6.50 6.50 17.6 3.50 3.50 12.7 117373 755 177 473 74 57 77 No. 18 and 19 Adapter Elbows (Ductile iron) P Eoi1i1 TE No. 18 C to GE r Cto = TE No. 19 © Available with British Standard Pipe I hreada, specify bSP clearly on order. + Contact Victaulic for details. No. 27 Standpipe Tee (Ductile Iron) C to IEOB DEC To No. 27 07.01-16A Approx SIZE C to EOR C to EOB Weight Each Nominal Inches Inches Inches Lbs. Actual mm mm mm kg 4 X 4 X 21/2 3.25 4.00 9.1 114.7X114,3X?3.0 s3 -if 6X 6X 21/2 3.25 5.13 14.8 174.3 X 1133,3 X 73.0 77 137 6.7 Available with British Standard Pipe Threads, specify "857 clearly on order. 07.01.17A Approx SIZE • C to EOR C to EOB Weight Each Nominal Inches Inches Inches Lbs. Actual 171011 731711 mm kg 5 X 5 X 8 7.75 5.50 28.7 -77 73 6X6X8 775 6.50 37.5 t7'4X it50 4X21311 :77 . 773 10 No. 21 Bullhead Tee (Ductile Iron) C toO 'f-EOR-1 Cto EOB No. 21 07.01 -12 No. 61 Bull Plug (Steel) to E-1 No. 32 Tee Wye (Segmentally welded steel) -L-F I I I I I I I I I I I I I I I I I I U 117111.11111 Approx. SIZE E to E Weight Each Nominal Inches Inches Lbs. .alttfli 1' 35 2 4.00 2.5 2½ 5.00 3.0 4 700 7.5 5 8.00 12.0 6 10.00 17.0 '13:3 254 t Steel dish caps available through 24 (610.0 mm), contact Victaulic. No. 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 Bull Plugs should be used. 07.51.192 SIZE Dimensions - Inches/miilinotars Approx. Nominal Weight Inches Each Actual mm G H E, E2 Lbs/ks 2 X 2 X 2 2.75 7.00 9.00 4.63 6,4 7< 7 7< 15 71 713 773 111. 12 2½X 21/2 X 21/2 3.00 7.75 10.50 5.75 11.5 7,3(116 73.1) 7< '731 '3? 1167 143 3.2 3 X 3 X 3 3.25 8.50 11.50 6.50 14.3 343.16:33,7 X 16160 83 710. 136. 03 31/2 x 316 X 31/2 3.25 10.00 13.00 1 7.75 22.9 1)1.37< 101.6 7< 1016 1313 251 :37 13,4 47< 4 X 3 3.75 10.50 12.88 7.88 23.0 114.16X 1135; 7< 13811 51" ;?,3 3.07 200 10,4 X 4 3.75 10.50 13.63 8.13 26.0 1< 114.7 135 267 3.4:6 207 5 x 5 x 3 4.00 12.50 14.25 9.25 29.0 14137<14137<33139 102 313 1.117 231' 17132 X 4 4.00 12.50 15.13 9.63 36.7 1(11-iS 102 3113 3114 24.5 1130 x 5 4.00 12.50 16,13 10.00 48.0 7< 14t,3 1341 5131 413' 752 714 6 X 6 X 3 4.50 14.00 15.31 10.31 37.3 11133,31(141137<74.0 '114 350 242 1114 X 4 4.50 14.00 16.25 10.75 46.3 7< 111.11 114 3166 .113 233 21.3 X 5 4.50 14.00 17.25 11.13 55.0 X"'13 14 3.56 4313 2133 24,2 X 6 4.50 14.00 18.25 . 11.50 60.5 X 1366 1"4 .4,7< 434 26111 3,4 8 X 8 7< 3 6.00 18.00 18.19 13.19 76.0 2131 16.235 .: 7< 134.4 1137 443 .17' 3:75 34.3 X 4 6.00 18.00 19.00 13.50 76.4 7< 111.61 1162 .4., X 5 6.00 18.00 20.00 13.88 85.6 34 1.413 516 47 5.35 362 313,6 X 6 6.00 18.00 21.13 14.38 112.0 7< '10303 X 8 6.00 18.00 23.25 15.25 127.1 1OX 10 X 3 6.50 20.50 19.88 14.88 96.0 '1'357C'.171,: 340517 1174' 62" .36. "11,6 X 4 6.50 20.50 20.75 15.25 97.4 4 :43 1,16, 1621 371 :167 43..? X 5 6.50 20.50 21.88 15.75 115.0 1< 141.3 135 77. .431 35.2 X 6 6.50 20.50 22.88 16.13 133.1 X 145:7 143 777' 33' 41:7 3:1.1 X 8 6.50 20.50 27.25 19.25 156.0 >7 2'. 14'3 16'' 0116 .1.31. 1114, X 10 6.50 20.50 27.25 18.00 190.0 12X 12 X 12 7.00 23.00 31.00 20.50 240.0 323.2 13.4,132 7< .1636: I7'S '44 7137 521 ':352 07.01 -13 No. 30-R Reducing Lateral (Segmentally welded steel) CLE SE lot. 07.01- 20A Approx Approx. SIZE C to C to Weight SIZE C to C to Weight Nominal LE SE Each Nominal LE SE Each Inches Inches Inches Lbs. Inches Inches Inches Lbs 1.71. 77711 117:7: 117 .ull 'ii now 7777:77 3 X 3 x 2 6.50 3.25 9.8 12 X 12 X 10 23.00 7.00 167.0 C' '•. tO X747,3 x C31 3.34 177 710 X 21/2 8.50 3.25 9.8 14 X 14 X 4 26.50 7.50 172.0 '7: .'•:.: :1. .1 ..7711714.3.3' 1< 1V3 X 6 4 X 4 X 2 10.50 3.75 10.0 26.50 7.50 187.0 14 117.3' >477 7747 773 .73 .3.7.7 373 '77 X 21/2 X 8 10.50 3.75 10.0 26.50 7.50 205.8 >4 33 23' ho 4.o >4212.1 373 101 143.4 X 3 x 10 10.50 3.75 18.3 26.50 7,50 235.0 >4 540 207 >5. I 3: x 270 X 12 07.3 lOt 1411,0 5 X 5 X 2 12.50 4.00 24.0 26.50 7.50 250.0 .7 1433.3,3 573 1411 114.4 X 3 12.50 4.00 27.0 16 X 16 X 6 29.00 8.00 215.0 >4 14 4 14 8 12.50 4.00 26.5 29.00 8.00 252.5 >4 11173 7177 14,3 1473121 X 10 1.77 .433 6 X 6 X 3 '3;3O147777Xv..' 14.00 4.50 37.0 29.00 8.00 265.0 114 . >42733 737 X 4 X 12 14.00 4.50 36.0 29.00 8.00 295.0 17...) '.11 >43277 37 OilS X 5 X 14 14.00 4.50 44.7 29.00 8.00 305.0 3°C 1:1 2733. Y 31zr.6 737 273., 13o73 8 X 8 X 4 18.00 6.00 62.0 18 X 18 X 6 32.00 8.50 274.0 710.1 >4211 1 >4 ' 1* 3 .37 15.2 25' 452,6>4455.5 >4 68.3 .313 217 12.7.3 X 5 X 8 18.00 6.00 75.5 32.00 8.50 275.0 1.'2 34.3 x 21o.1 813 210 124.7 X 6 X 12 18.00 6.00 82.0 32.00 8.50 347.0 >4317 4.3? 152 >43232 X 14 813 2:6 157.7 lox 10 X 4 20.50 6.50 104.8 32.00 8.50 350.0 233>4273.04117.3 u7l 31,77: >4335.4 n13 2177 irlh,6 14 5 X 16 20.50 6.50 199.0 32.00 8.50 362.0 37 *4-1 - 321 145 >44384 613 2143 1842 X 6 20.50 6.50 105.8 20X20 X 12 35.00 9.00 415.0 1< 164.7 7331 13> 473,73 77.Ji373X5rfi3(1 X 3739 669 .1211. 166.7 14 8 X 14 20.50 6.50 118.0 35.00 9.00 420.0 >42191 5721 1113 5377 >43356 14 16 8119 729 17733 12 X 12 X 5 23.00 7.00 122.0 35.00 9.00 425.0 37.37>43733.41 >4 111.3 >84 11'13 5313 37 406.4 4749 ICO 192,8 14 6 23.00 7.00 137.0 24X24 X 16 40.00 10.00 425.0 17 1 >4 ,,3 5.31 1747 42,1 1313,71 X 313,3 >4 306.4 '016 2331 132,6 X 8 23.00 7.00 147.0 X 20 40.00 10.00 570.0 >4 213.1 384 1 171 443,7 >4 >047.0 1016 2>v 13I8.6 No. 80 Female Threaded Adapter Ductile Iron (except as noted) E to E?f 07.01-21C Approx. SIZE E to E Weight Each Nominal Inches Inches Lbs. Actual 77777 1171 lsq 3/4 2.00 1.0 1 2.06 1.0 11/4 2.31 1.5s 1½ 2.31 1.5s 2 2.50 1.4 2½ 2:75 1.5 3 2.75 2.9 4,, Available with British Standard Pipe threads, specity "2SF' clearly on order. = steel 07.01 - 14 No. 32-R Reducing Tee Wye (Segmentally welded steel) 12 No. 48 Hose Nipple (Steel) E to E--.j I I I I I I I I I I I I I I I 1 I 1 I 07 01-220 SIZE Dimensions Approx. Nominal Inches/.r Weight Each Inches Lbs G H E1 E2 4 X 3 X 3.50 9.50 10.75 5.75 10 X 4 3.75 19:.:0 13:63 8.13 1 5 X 3 X 3 1.25 9.75 11.50 7.63 25.0 X 5 4.00 12.50 16.13 11.13 43.4 122 5 X 4 X 3 1.88 9.13 11.88 6.88 21.0 111.7 X .1,1 X 227 177 722 175 X 4 1.88 9.13 12.75 7.25 25.0 6x4 X 6 4.50 14.00 18.25 11.50 61.0 - 6 X 5 X 3 1.25 10.75 13.00 8.00 27.0 X 4 - 1.25 10.75 13.88 8.38 31.0 1.00 12.00 14;75 9.25 45.0 8 X 6 X 8 6.00 18.00 23.25 15.25 112.0 07.01.228 SIZE Nominal Inches Actual mm E to E Inches mm Approx. Weight Each Lbs. kg 3/4 37 5 0.3 1 3.38 0.4 11/4 42,4 3.88 27 0.6 (215 lh 3.88 0.8 2 2½ 5.38 2.0 5.75 3.2 7.12 4.9 - 5 9.75 8.0 7 10 14.3 10 24.7 10 10 40.1 12 1600 620 07.01 -15 Tc Patented DIMENSIONS Rated for wet and dry sprinkler systems at 350 PSI (2413 kPa) for 11/4 - 4" (42,4 - 114,3 mm) sizes and 300 PSI (2068 kPa) for 41/4 - 8" (108,0 - 219,1 mm) sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expan- sion, contraction or angular deflection. I I I U I I I I \ctauhc® I An 0 9001 certified company L Style 005 S ystemsket FireLocklM Rigid Coupling with VicPIusTM Gasket System PRODUCT DESCRIPTION 171T ,-,-.t,TM (t02 1-tM,-I S .11. J..fl LJbySL.J'J_ coupling has a unique, pat- ented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. The FireLock couplings provide rigidity for valve connections, fire mains and long straight runs. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle- pad design permits assem- bly by removing one nut/ bolt and swinging the housing over the gasket. This reduces components to handle during assembly; speeds and eases installa- tion on pipe grooved to Victaulic specifications. Style 005 FireLock cou- plings with the Vic- PlusTM Gasket System are designed and rec- ommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic® now offers a gas- ket system which requires no field lubrication. The Vic-Plus System (patent pending) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. I I I I I ()(L' [ijc1 1IJ ' e notes on ::0ard 1002-ID SIZE Max. Max. Allow. Dimensions Nominal Work. End Pipe End © Bolt/Nut Inches/mm Aprx. Inches Press. § Load Sep. t No. - Size Wgt. Ea. Aeteal mRs PS15!kPa Lbs.°IN In./mm Inches/mm X Y Z Lbs/k9 11/4 350 755 0.05 215 4.50 1.88 1.2 2t13 3T0 2 -/8 X22'4 i,2 -: 11/2 350 990 0.05 2-/aX 2 300 4.75 t88 1.2 2413 HiS 2 350 1550 0.07 350 515 1.88 1.6 ?4 13 /,9H 3 2-/8X2/2 . 21/2 350 2270 0.07 2- /8 X 2/2 4.00 5.75 1.88 1.9 212 ,.'.. . 76,1 mm 0a ,7,5 0.07 2-%X2½ 413 5.75 1,88 1.9 3 350 3365 0.07 2-/aX 2/2 4.63 6.13 1.88 2.1 4 350 5565 016 2-%X2½ 515 15 2.13 31 10 7 25 108,0 mm 300 , 4255 0.16 2-/eX2½563 25 13 3.1 5 300 7290 016 2½X2~688 P 2.13 4.5 133,0 mm 300 6495 016 2½X2~63 00 23 4.5 : 139,7mm 300 7125 0.16 41 2-/2X23/4 608 9110 2.13 4.8 6 300 10340 0.16 2-/2X23/4 8110 10.00 2.13 5.0 159,0 mm 300 9200 0.16 2-5/aX41/a 7.63 10.00 213 5.5 165.1 mm 300 9955 0.16 2-/X23h 8.15 10.00 , 2.13 5.5 ,. 8 300 17525 0.19 2-/X4¼ 10.50 '- 13.13 2.63 11.3 - © § t Refer to notes on page 2. I Victaulic® World Headquarters • P.O.Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 6101250-8817 • w.victaulic.com 1530 Rev.E 10/00 ® Registered Trademark of Victashc © Copyright 1999 Viclaulic Printed inU S.A. I Eft MATERIAL SPECIFICATIONS Housing: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15, and ASTM A-536, glade 65-45-12. Housing Coating: Orange enamel 0 Optional: Hot dipped galva- nized Gasket: U Grade "E" EPDM - Type A Vic-Plus Gasket System t (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler ser- vices up to the rated working pressure using the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Vic-Plus Gasket System. Contact Victaulic for details. Bolts/Nuts: Heat treated car- bon steel, zinc electroplated to ASTM B-633; Track head bolt conforming to ASTM A-183 minimum tensile 110,000 PSI (758340 Id/a); Flanged hex nut conforming to ASTM A-563, Grade A. t Standard gasket and FlushSeal gasket approved for dry pipe systems to -40°F (-40°C). Supplemental lubricant is rec- ommended for services installed at or continuously operating below 0°F (-18°C). Victaulic continues to recom- mend the use of FlushSeal gaskets for dry services. 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 other pipe and the latest listings and approvals. IO.02.2A Rated Working Pressure II Rated Working Pressure Pipe Schedule Size Inches UL ULC FM Pipe Schedule Size Inches UL ULC FM 5 1V43 175 175 175 11 I EZ 4 300 300 300 10,40 116-4 350 350 350 6 175 175 175 5-8 300 300 300 SF 116-4 300 300 300 BLT 1¼-2 300 300 300 Super40 1¼-2 300 300 300 DF 116-4 300 300 300 TL 116-2 300 300 300 6 175 175 175 WLS 116-2 300 300 300 DT 116 -2 300 300 300 XLIXL-II 11/4 -3 300 300 300 EL 116-2 300 300 300 NOTES: 5 refers to Listed/Approved Schedule 5 steel sprinkler pipe. 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. BLT refers to Listed/Approved steel sprinkler pipe manufactured by American Tube Company. DF refers to Listed/Approved Dyne-Flow steel sprinkler pipe manufactured by American Tube Company. DT refers to Listed/Approved Dyna Thread steel sprinkler pipe manufactured by American Tube Company. EL refers to Listed/Approved Eddylite steel sprinkler pipe manufactured by Bull Moose Tube Co. EZ refers to Listed/Approved EZ-Flow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. SL refers to Listed/Approved steel sprinkler pipe manufactured by Western Tube and Conduit Corporation. Super 405CL refers to Listed] Approved Super 40 or Super XL steel sprinkler pipe manufactured by Allied Tithe and Conduit Corporation. WLS refers to Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. XL/XL-II refers to Listed/Approved XL or XL-11 steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accor- dance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t For field installation only. FireLock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar (175 PSI). WARNING: Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shall be manufactured by vicraulic Company. All products shall be installed in accordance with current Victaulic installatiorfassembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 10.90-2 I<a> Q S SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 75 I Style 75 is available where moderate pressures are expected or weight I considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. • I I I I MATERIAL SPECIFICATIONS I I I I I I I I I JOB/OWNER Exaggerated for clarity Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrite (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 temperature range; except hot, dry air over +140°F/+60°C and water over +150°FI+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. CONTRACTOR ENGINEER I System No. Location Submitted By Spec Sect Date Approved Pa ía I I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF vIcTAULIc COMPANY. © 2007 VICTALLIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV1 xzc_tau_ — 06.05.1 Ub.0 I STYLE 75 DIMENSIONS A 1.315 500 680 0-0.06 243' 0.57 2 - / B 2 108 1.77 45 1.3 0.6 25 33.4 3450 0-1.6 - 48 61 1.660 500 1080 0-0.06 E 2-10' 0.45 2-3/x2 2.68 4.61 117 1.77 45 1.4 0.6 32 42.2 .3450 4805 0-1.6 38 ...68 1.900 500 1.420 0-005 1-56 0.40 2.91 2-/ax2 4.82 1.77 1.5 0.6 48.3 3450 6320 o-i.6 !..'?..?.. 2 2.375 . 500 2.215 0-0.06 r 31' 0.32 - B X 2 1/ 2 5.22 1.88 48 . 1.7 0.8 603 3450 9860 0-1.6 - 26 87 133 2.875 500 3.245 0-0.06 1.-is' 0.26 2-Vx2 3.88 5.68 1.88 1.9 0.9 65 730 . o............o-1.6 .........98 144 48 70,1 mm 3.000 500 3.535 0-0.06 . , 1-12 . 0.26 4.00 2-¼x2 102 5.90 150 1.88 48 j 1.9 0.9 761 3450 15730 0-1.6 22 3 3.500 500 4.800 . 0- 0.06 0.22 1' -2 1 4.50 2-hx2-/B 7.00 1.88 2.9 1.3 80 88.9 3450 21360 0-1.6 18 114 178 48 3 4.000 500 6.300 0-006 019 500 '2/2X23A 750 188 1 29 1.3 101.6 .................................................................................. 1 t........i91 ..: 48 4 4.500 500 7.950 0-0.13 . , 1 -36 0.34 5.80 2-/2x214 8.03 1 2.13 4.1 103 114.3 3450 35380 0-3.2 28 147 1 204 1 54 1.9 4250 450 6380 I 0-013 1-41 03 - 555 2-12x70.01 79 213 54 37 1.7 18 108.0 3100 28395 0-3.2 29 141 198 5.000 450 8.820 0-0.13 1-26' 0.25 12_5/X3y 16.13 9.43 2.131 53 . 120 ..9........................:2 L -2.5 5 5.563 450 10.935 0-0.13. . , 1 -18 0.27 6.88 2-/BX3,4 10.07 2.13 54 5.8 2.6 125 141.3 3100 48660 0-3.2 23 175 256 5.250 450 9.735 0-0. . , 1 -21 0.28 6.55 2-16x82.5 9.37 2.13 6.0 1-30mn 1330 5 500 3100 F- 450 43325 0-3.2 --r:959 24 166 238 54 2.13 2.7 6.3 139. 1 3100 47460 0-3.2 -139.7 24 173 .± 54 . 2.9 6.000 450 12.735 0-0.13 . , 0.21 7.38 10.48 1.88 6.2 24 r 152.4 6 6.625 450 15525 0-0.13 . , . 0.23 2 5/ 35 8.00 - BR 11.07 I 2.13 7.0 ISO 1683 3100 69065 0-3.2 1 - 18 203 281 54 3.2 Continued on page 3. t @4 Refer to notes on page 3. I'I a-- lB --a *1 www.victaulic.com xki~~v hc~ VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY © 2007 VICTAULIC COMPANY ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.052 REV. LON STECL .. Ub.Ub I --- STYLE 75 I DIMENSIONS LiLL LiL.JLLJLLJLIJL 19Omm 6.250 450 13.800 0-0.13 19' 0.24 2-16x825 7.63 10.49 - 1 159.0 3100 61405 0-3.2 20 (194 266 2.13 6.8 54 3.1 I 55 1 6.500 450 14.940 0-0.13 V 6' 0.23 2 Y 7.84 1066 mm t 3 " 2.06 7.2 1651 3100 66483 0-3.2 19 199 271 52 3.3 8.000 450 22.635 0-0.13 0.16 9.72 1333 32mm# 0-54 2-1/.x4Y. 2.31 12.6 203.2 3100 100725 0-3.2 13 247 339 8 8.625 450 26.280 0-0.13 0.18 - 10.34 13.97 58 5.7 2.32 12.4 • 0.-SO, - . 2-iIx4Y 2 - 219.1 3100 116945 .2 14 - 263 •• 355 .....59 - . 5.6 10.000 350 - 27.500 0-0.13 - , 0.15 - - 12.16 1581 / 4OTrrn9 0 -43 2-/x5½ 2.53 20.8 254.0 2400 - 122375 0-3.2 11 309 402 - 64 9.4 I : - 12.000 350 39.500 ; 0-0.13 3048rnrn11 , 0.13 14.16 17.69 .. 304.8 2400 . 175775 0-32 0-36 2-,5x5½ 360 449 2.53 23.6 64 10.7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. I WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. -t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard Cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 -3 1/2/20 -90 mm; 25% for 4/100mm and larger. @ Number of bolts required equals number of housing segments. I Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 0 . I IM.-MM F1 Z '1111 !J I I I I I I www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF vIcTAuuC COMPANY. © 2007 VICTAULIC COMPANY ALL RIGHTS RESERVED. PRINTED IN THE USA. I I iic~ 06.05 3 STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product I you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victauhc.com. I I I I I 1 For complete contact information, visit www.victauhc.com 06.05 1470 REV I UPDATED 7/2007 vcTAuLIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06.05 Cast Iron 45° Elbow Figure 37F1 Size A Wgt/lbs. 1 1.26 0.83 1-114 1.29 1.33 1-1/2 1.44 1.79 2 1.69 1 2.89 Cast Iron Tee Figure 37T Size A I Wgt/Ibs. 1/2 1.13 0.56 3/4 1.31 0.84 1 1.50 1.25 1-1/4 1.75 2.03 1-1/2 1.94 2.70 2 2.25 4.23 Cast Iron Hex Reducing Coupling Figure 37RC Size A Wgt/Ibs. 1 x 1/2 1.69 0.54 1x3/4 1.69 1 0.63 2 x 1(not hex) 2.81 1 1.83 I- SMITH COOPER INTERN AT I ON AL Cast Iron Threaded Fittings US * ALL FITTINGS 100°/e AIR TESTED * ANSI B16.4 * ISO 9002 MANUFACTURER * ASTM A126 LISTED * LISTED/APPROVED AT 300 PSI * ANSI B 1.20.1 Cast Iron 900 Elbow Figure 37111 [Cast Iron Reducing 900 Elbow Figure 37RE Size A B Wgt/Ibs. 1 x 1/2 1.36 1.26 0.67 lx 3/4 1.45 1.38 0.76 1-114x1/2 1.53 1.34 1.07 1-114x314 1.63 1.45 1.02 1-114x1 1.67 1.58 1.21 1-1/2x1/2 1.75 1.52 1.53 1-1/2x314 1.75 1.52 1.55 1-1/2x1 1.80 1.65 1.44 1-1/2x1-1/4 1.88 1.82 1.74 2x 1/2 1.97 1.60 2.22 2x3/4 1.97 1.60 2.20 2 x 1 2.02 1.73 2.08 -2 x 1-1/2 2.16 2.02 2.59 Size A VVgt/Ibs. 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 2-112 2.70 4.94 SMITH - COOPER INTERNATIONAL Cast Iron Threaded Fillings C US * ALL FI'IT[NGS 100% AIR TESTED *5I B16.4 Ql) * ISO 9002 MANUFACTURER * ASTM Al2 LISTED * LISTED/APPROVED AT 300 PSI *ANSI B 1.20.1 APPROVED Cast Iron Reducing Tee Figure 37RT -4--A -'- -4-B -, Size A B CWgt. 1 x 1/2 x 1 1.50 11.36 1.50 1.08 1x3/4x1 150T 1.45 1.50 1.13 1xlx1l2 1.26 1.26 1.36 1.01 1x1x314 1.38 1.38 1.45 1.11 1-114x1/2x1-1/4 1.75 1.53 1.75 1.64 1-114x3/4x1-114 1.75 1.621 .75 1 1.73 1-1/4x1x112 1.34 1.26 1.53 1.27 1-114x1x314 1.45 1.38 1.63 1.36 1-1l4xlx1 1.58 1.50 1.69 1.53 1-1/4x1x1-1/4 1.75 1.69 1.75 1.79 1-114x1-1/4x112 1.34 1.34 1.53 1.47 1-1/4x1-114x3/4 1.45 1.45 1.62 1.57 1-114x1-114x1 1.58 1.58 1.67 1.73 1-1/2x112x1-114 1.81 1.56 1.88 1.93 1-1/2x112x1-1/2 1.94 1.66 1.94 2.14 1-1/2x314x1-114 1.94 1.66 1.88 1.11 1-112x3/4x1-1/2 1.94 1 1.75 1.94 2.18 1-1/2x1x1/2 1.44 1.25 1.69 1.75 1-1/2 x1x3/4 1.50 1.44 1.75 1.70 1-1/2x1x1 1.65 1.50 1.80 1.72 1-1l2xlx1-1/4 1.82 1.67 1.88 2.08 1-1/2x1x1-112 1.94 1.80 1.94 2.29 1-1/2x1-114x112 1.41 1.34 1.66 1.67 1-112x1-1/4x3/4 1.52 1.45 1.75 1.79 1-1/2x1-114x1 1.65 1.58 1.80 1.97 1-1/2x1-1/4 x1-1/4 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 1-1I2 IV) l Al IA1 1I 10,1 Cast Iron Reducing Tee Con't Figure 37RT Size A _BtC W 1-1/2x1-1/2 x3/4 1.52 _1.52ç 1.75 1.95 1-1/2x1-1/2 x1 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 2.02 2.25 3.46 2x1-1/4x2 2.25 2.10 2.25 3.71 2x1-1/2x112 1.49 1.41 1.88 2.34 2x1-1/2x3/4 1.60 1.52 1.97 2.46 2x1-1/2x1 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 x1-1/2x2 2.25 2.16 2.25 3.70 2x2x1/2 1.49 1.49 1.88 2.74 2 x2x3/4 1.60 1.60 1.97 2.86 2 x2 x1 1.73 1.73 2.02 3.05 2x2x1-1/4 1.90 1.90 2.10 3.38 2 x 2 x1-1/2 2.02 2.02 2.16 3.59 Cast Iron Bull Head Tee Figure37BT -p- -i--B -. Size A B C Wgt. 1 xlx 1-1/4 1.67 1.67 1.58 1.49 1-1/4 x 1 x 1-1/2 1.88 1.80 1.82 2.07 1-114x1-114x1-1/2 1.88 1.88 1.82 2.29 1-1/2x1-1/4x2 2.16 2.10 2.02 3.07 1-1/2 x1-1/2x2 2.16 2.16 2.02 3.23 2x2x2-1/2 J2.60 2.60 2.39 5.17 ,. I!'. I I I .'_IIJ I.Lt All Weights in Pounds Smith-Cooper International 1057 So. Vail Ave., Montebeio, CA 90640 Tel: (323) 890-4455, (800) 766-0076 Fax: (323) 890-4456 www.smithcooper.com SMITH COOPER INTERN AT I ON AL Ductile Iron Threaded Fittings C US * ALL FITTINGS 100% AIR TESTED *AS/ ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A536 LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 Ductile Iron 90° Elbow Thictile Trim Cni,r1ii,ci- APPROVED I I I I I I I I I I I I I I I I I I I Fiire 35E Size A Wgt - A 1/2 1.13 0.24 3/4 1.31 0.40 1 1.50 0.64 1-4t7505 1-1/2 1.94 _i!_ 2 1 2.25 1 1.74 2-1/2 2.70 3.28 Ductile Iron Reducing 90° Elbow Figure 35RE I Size A B WI? f 3/4x112 1.22 1.20 0.33 1x1/2 1.36 1.26 0.44 1 x314 1.45 1.38 0.53 1-114x112 1 1.53 1.34 0.64 1-114x314 1.63 1.45 0.75 1-1/4x1 1.67 1.58 0.77 1-1/2 x 1/2 1.75 1.52 0.90 1-1/2 x 3/4 1.75 1.52 0.95 1-1/2 x 1 1.801 1.65 0.99 1-112x1-1/4 1.88 1.82 1.14 2x1/2 1.97 1.60 1.35 2x3/4 1.97 1.60 1.39 2x 1 2.02 1.73 1.58 xl-114 2.10 1.90 1.62 2x1-1/2 2.16 2.02 1.67 2-1/2x1-1/2 2.51 2.16 2.32 2-1/2 x 2 2.60 2.39 3.01 Ductile Iron Brass Seat Union Figure 35U Size -X- WT 1/2 1.88 0.47 [IHt 3'4 I 2.00 0.66 1 TÔ [ I 1-1/4 250 1.54 LI 1-1/2 2.62 2.03 2 3.12 3.151 Ductile Iron Tee Figure 35T Size r wr I 1 t. 1/2 1.13 0.33 3/4 1.31 0.50 1.50 0.85 41.75t30 1-1/2 1.94 1.63 2-1/2 1 2.70 4.55 Fjgre 35CP Size A A 1 1/2 1.38 0.18 3/4 1.63 0.26 1 1.75 0.44 1-1/4 1 2.00 0.54 1-1/2 2.19 0.71 2 2.62 1.15 2-1/2 3.00 2.29 ThicH1 Trim ("iri Figure 35C Size A j Jj A + 1/2 0.87 0.15 3/4 0.97 022 I 1.16 0.33 1-1/4 128 0.54 1-1/2 1.33 0.68 2 1.45 0.96 12-1/2 1.70 1.80 Thw-ilp Iron TT Riahirio- Figure 35HB Size W 1 ixl/2 1.06 0.22 1x3/4 1.06 0.18 1-1/4 x I 1.19 6 1 -1/2x1 1.25 053 1-1/2x1-1/4 1.25 0.35 2 x 1 1.38 015 2x1-1/4 1.38 -ö .69 2x1-1/2 1.38 0.62 Ductile Iron 45° Elbow Figure 35F Size WT ______ __ 1/2 0.88 0.22 3/4 j 0.33 1 1.13 0.48 11/4 12-1/2 1.29 0.73 1-1/2 TTT 0.93 2 1.691 1.55 I 210 Ducifie Iron Beam Clamoc Figure 355P - A 1/2 3/8 .31 II!:i Size t5O. E <@> SMITH COOPER INTERN AT I ON AL Ductile Iron Threaded Fittings C I us * ALL FITTINGS 100% AIR TESTED * ASME/ ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A336 LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 Ductile Iron Bull 14ead Tee Ductile Iron Reducing APPROVED Figure ISRT Figure 35BT .-B--.. H dt - Size I A B NO.6 3/4 x 3/4 x 1 1.45 1.45 1.37 x 1 x 1-1/4 1.67 1.67 1.58 0.97 I x I x 1-1/2 1.80 1.80 1.65 1.14 1-114x lx 1-1/2 1.88 1.80 1.82 1.43 1-1/4x1-114x1-1/2 1.88 1 2.10 1.88 1.82 1.52 1-1/4 x 1-1/4 x 2 2.10 1.90 2.00 1-1/2 x 1-1/4 x 2 2.16 2.10 2.02 1.94 1-1/2x1-1/2x2 2.16 1 2.16 2.02 2.00 2x2x2-1/2 2.60 2.60 2.39 3.67 Ductile Iron 14e Reducing Courilin Figure 35RC Size A Wgt 1x112 1.69 0.40 1 x314 1.69 0.38 1-1/4x3/4 2.06 0.53 2x1 (not hex) 2.81 0.53 Ductile iron Cross & Reducing Cross Figure 35X Size A B Wgt ft-A- ..--A--.1 I - - 1 1.50 1.50 0.97 1-1/4 1.75 1.75 1.59 1-1/2 1.94 1.94 1.89 2 2.25 2.25 2.93 Figure_35RX - Size A B Wgt 1-1/4x1 1.67 1.58 1.25 1-112x1 1.80 1.65 1.48 2 x 1 2.02 1.73 2.64 r-t'I-nø TrrrI Pl,,oQ Figure 35SP Size I __________ 1/2 0.94 0.10 3/4 12 18 1 t25 028 1-1/4 1.37 0.50 1-1/2 1.44 1 0.70 1.50 0.90 Size A B ••• Wi• 3/4 x 3/4 x 1/2 1.20 1.20 1.22 0.46 1 x1/2x1 1.50 1.36 1.50 0.70 1x3/4x3/4 1.38 1.31 1.45 0.68 1 x 3/4 x 1 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 1-1/4 x 1/2 x 1-1/4 1.75 1.53 1.75 1.04 1-114x3/4x1-114 1.75 1.62 1.75 1.09 1-1/4x1x112 1.34 1.26 1.53 0.81 1-1/4xx3/4 1.45 1.38 1.63 0.90 1-1/4x lxi 1.58 1.50 1.69 1.03 1-1/4 x x 1-1/4 1.75 1.69 1.75 1.10 1-1/4x -114x1/2 1.34 1.34 1.53 0.87 1-1/4x1-1/4x3/4 1.45 1.45 1.62 0.96 1-1/4x1-1/4x1 1.58 1.58 1.67 1.10 1-1/2x1/2x1-1/4 TT T i? 1-1/2x1/2x1-1/2 1.94 1.66 1.94 1.42 1-1/2x3/4x1-1/4 1.94 1.66 1.88 1.42 1-1/2x3/4x1-1/2 1.94 1.75 1.94 1.47 1-1/2x lx 1/2 1.44 1.25 1.69 0.97. -1/2x1x3/4 1.50 1.44 1.75 1.14 1-1/2x1x1 1.65 1.50 1.80 1.14 1-1/2 x 1 x 1-1/4 1.82 1.67 1.88 1.47 1-1/2x1x1-1/2 1.94 1.80 1.94 1.52 1-1/2x1-1/4x1/2 1.41 1.34 1.66 1.03 1-1/2x1-1/4x3/4 1.52 1.45 1.75 1.10 1-112x1-1/4x1 1.65 1.58 1.80 1.31 l-1/2x1-1/4x1-1/4 1.82 1.75 1.88 1.52 1-112x1-1/4x1-112 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 1-1/2x1-1/2x1-1/4 1.82 1.82 1.88 1.50 2 x I x 2 2.25 2.02 2.25 2.18 2 x 1-1/4 x 2 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 2 x 1-1/2 x 1-1/4 1.90 1.82 2.10 2.03 2x1-1/2x1-1/2 2.02 1.94 2.16 2.37 2x11/2x2 225 2.16 2.25 2.53 2x2x1/2 1.49 1.49 1.88 1.50 2 x 2 x 3/4 1.60 1.60 1.97 1.67 2 x 2 x 1 1.73 1.73 2.02 1.91 2x2x1-1/4 1.90 1.90 2.10 2.05 2 x 2 x 1-1/2 2.02 2.02 2.16 2.11 I Fig. 4L CUS LISTED I Longitudinal "in-Line" Sway Brace Attachment Size Range - 2' through 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriter's Laboratories Listed in the USA (UL) and ..-, Canada (cUL) 2" - 8". Approved by Factory Mutual Engineering (FM), 2 - 8" pipe. / Installation Instructions - The Fig. 4L is the "braced pipe" attachment / /7 component of a longitudinal sway brace assembly. It is intended to be / / '\ A combined with the "bracing pipe and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. -•'-t-r i / To Install - Place the Fig. 4L over the pipe to be braced and tighten \ \k > 42 bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to C / proper brace angle. Finish - Plain --- Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. - / 2 Dimensions 'Weights r I * . Max Rec. Max. RecBolt Approx. Sizes A C D Load Lbs. Load Lbs. Size I (cULus) (FM) H 2/ 6/i6 21/2 23/4 1/2 2015 3000 253 ) 3 7 23/4 31/16 1/2 2015 1550 268 4 81/2 33/8 311A6 1/2 2015 1550 348 5 9/4 3/8 43/8 1/2 2015 1450 380 Longitudinal Brace 6 111/2 5 51/8 1/2 2015 1450 640 8 131/4 611/16 61/8 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 30° - 90°. No reduction of load based on brace angle is required. FM approved when used with 1", 11/4°, 11/2 ' or 2" Sch. 40 brace pipe. 4-Way Riser Brace (Plan view) TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX 951 737.0330 CUSTOMER SERVICE • 800.786 5266 www.tolco.com Is --'.- '- I J$) ':'• ' •": ,' ,. ., ,,.. Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8 thru 7/8 rod by 4" thru 16" length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD proiects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length B" and rod size being used with beam clamp Note - Minimum return on Strap: 1. Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component of State of California OSHPD Approved LISTED Seismic Restraints System I I U I I I I [1 I L I I H I I I I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92079 • PH. 951.737.5599 • FAX: 051.737.0330 CUSTOMER SERVICE • 800.786.5256 WWW.tO/CO.COfl1 I Component of State of California OSHPD Approved Seismic Restraints System FIG. 98 Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8 thru 7/8 hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Plannino and Development (OSHPD. For additional load, spacing and placement information relatinci to OSHPD prolects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless steel materials. Order By - Figure number : Si.- iffy \ JJ FIG. 98B Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 3/8" thru 7/8 rod in Dimensions 1 'increments Rod Max. Rec. Load Lbs. Material - Carbon Steel Size For Service Temp Maximum Temperature - 750°F 650°F Nkkt Finish - Plain 3/8 730 Note - Available in Electro-Galvanized and 1/2 5/8 1350 2160 HDG finish or Stainless Steel materials. 3/4 3230 Order By - Figure number, rod diameter, rod 7/8 4480 length and finish - 1 I I I till I I I I I IT: Size Range - Secures 3/8" thru 11/2 ' 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 Fig. 100- All Thread Rod Full I Pnnth Dimensions 9 Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F WtJ100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 1½ 13800 510 L OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 02579 • PH: 95t.737 5599 • FAX 051.737.0330 I CUSTOMER SERVICE • 800.786.5266 www.tolco.com C®IJS LISTED I Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Material - Carbon Steel 3/8" I Function - To attach sway bracing and hanger assemblies to steel open web > _. structural members. . Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates , I the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper instal- I / j --.3' lation torque (mm 31 ft -lbs) '.1 I Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and U Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Maximum Design Load 2015 Lbs. Installation Instructions - The Fig. 825 is the structural attachment component Weight/100 237.5 Lbs. I of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, bracing pipe and a TOLCO braced pipe UL Listed as Hanger Attachment attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- 6" Pipe Max. I lines should be followed. To Install - Place the Fig. 825 on the steel beam, tighten the cone point set bolts FM Approved Design Loads* until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 2900 - Across Beam 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to 1350 - Along Beam I proper brace angle. ,- Important Structural Note The TOLCO Fig. 825 has significant UL I established ;design loads, however, struc- ' r tural issues related to the steel joist member . . require restricted location installation for all bracing. Steel Joist Manufacturers require .' f that all earthquake bracing connections be within 6" of the cord panel point. Installation '' ' of the Fig. 825 must be limited to the outer — third sections of the joist span. For instal- ,. I lations within the center third section of the '. joist span use UL Listed TOLCO Fig 825A - ,, -.,- Finish - Plain Electro-Galvanized and HDG So ., ., -- I -'- ' Order By - Figure number and finish ' ,. "c-.° . ,._. ............................ US Patent #6,098,942, Canada Patent . . /7/". •a'"' ' #2,286,659 ., . . * Load shown is allowable with brace installed, - 14 I between 30° - 90°. No reduction of load based on brace angle is required. - - I TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 802.786.5266 www.tolco.com Fig. 825 - Bar Joist Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Component of State of oved ;tern Fig. 909 - No-Thread Swivel Sway Brace Attachment c®asusTeo Size Range - 1' bracing pipe. For brace pipe sizes larger than 1", use TOLCO Fig. 980. Material - Carbon Steel, hardened cone point engaging screw Function - The structural component of a sway and seismic bracing system. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clear- ly that fastener table load values are based only on concentric load- ing. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. Application Note - The Fig. 909 is used in conjunction with the TOLCO Fig. 1000, Fig. 1001, Fig. 4 (A) or Fig. 4L pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intend- ed to be installed in accordance with NFPA 13 (or TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufacturer's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. 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. Installation Instructions - The Fig. 909 is the structural or transi- tional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO 'braced pipe" attachment, Fig. 1000, 1001, 4A, 413 or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HOG finish. Order By - Figure number, pipe size and finish. Dimensions .Weights Hole Size Max. Design. Max. Design Load Approx. Pipe Size A B H Load Lbs. Lbs. wlWasher Wt./100 1 6 15/8 17/32 2015 2765 91 * Available with hole sizes to accommodate up to 3/4 fastener, consult Factory. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO5 brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NlBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICEJMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 02979 • PH: 951.737.5599 • FAX: 951.737.0330 10 CUSTOMER SERVICE • 800.786.5266 www.tolco.com : Component of State of Fig. 1000 - "Fast Clamp" Sway Brace Attachment California OSHPDApproved Seismic Restraints System I Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 lPS.* Pipe size used for bracing: 1" and 11/4" Schedule 40 - -. C®IISLISTED lPS. - * Additionally (UL) approved for use to brace Schedule 7 I sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. ' Material - Carbon Steel I Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per I NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of = I bracing pipe unnecessary. Unique design requires no threading of .- I bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions U - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. U Installation - The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be Maximum Design Load combined with the "bracing pipe" and TOLCO structural attach- 1" thru 4" pipe size — 2015 lbs. ment component, Fig. 980, 910 or 909 to form a complete bracing 6' size — 1265 lbs I assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install — Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. FM Approved Design Loads* Brace pipe can be installed on top or bottom of pipe to be braced. 1" - 21/2" - 600 lbs. I Tighten hex nuts until leaf spring is flat. It is recommended that the 3" - 4" - 700 lbs. brace angle be adjusted before hex nuts are fully tightened. Approvals — Underwriters Laboratories Listed in the USA (UL) U and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development — (OSHPD). For additional load, spacing and placement informa- I tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts / I until leaf spring flattens. A minimum of 1" pipe extension beyond / the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless U Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Lateral Brace U TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH 951.737.5599 • FAX. 951.737.0330 CUSTOMER SERVICE • 800.786.5268 Is www.tolca.com I— MODEL 7500 The AGF Manufacturing, Inc. Model 7500 Pressure Gauge is a Factory Mutual Approved and Underwriters Laboratory Listed 31/2" gauge designed for use on "wet' sprinkler systems. The AGF Model 7500 has been designed to meet NFPA System Attachments requirements as specified in NFPA 13 Sec. 4-7.3. The Model 7500 fulfills the installation specifications for a pressure gauge as stipulated in NFPA 13 Sec. 3-1.1, 3-7.7, 4-6.1.2.2, NFPA 13D Sec. 3-21 and NFPA 13R Sec. 2-4.3. I I I RANGE 0-300 psi (inside) 0-2000 Kpa (outside) ACCURACY ±3-2-3% B'JRDON TUBE Phosphor Bronze WINDOW Polycarbonate one-piece ring and crystal I I I L DIAL Galvalume POINTER Aluminum, painted black CASE PGE Xenoy® DX2735 CONNECTION Brass, 1/4" ANPT IM 1/4" 3-WAY GLOBE VALVE NFPA 13 SEC. 5-15.3.1. ...EACH GAUGE V - - CONNECTION SHALL BE EQUIPPED WITH A -. SHUTOFF VALVE AND * V - ' •.- PROVISION FOR DRAINING. DIMENSIONS 1.16 IN I -J6 3.46 (29.5) (MM) (87.9) I _4MAX 3 6 3.88 H 0 .70 c _ (98.6) OO H - .56SQ _ (14.2) 1/4-18 ANPT .44 ±.04 I y .-.39±.03 I I I I AGF Manufacturing, Inc. provides many different products to address a variety of job conditions. Please contact our office for advice and products modified to solve specific job conditions. Thank you for using our products. 0 u Our Aujoc AGF MANUFACTURING INC. JOB NAME: on the Internet Visit US I 100 Quaker Lane Malvern, PA 19355 USA I ARCHITECT:- at i Telephone: (610) 240-4900 I ENGINEER: Fax: (610) 240-4906 I ejww.testandrain.com I CONTRACTOR: 10/01 I I I I I I I I I I I I I I I I I I I I I I I FfteLock® Butterfly Valve SERIES 705 WITH WEATHERPROOF ACTUATOR The Series 705 butterfly valve features an approved weatherproof actuator housing approved for indoor or outdoor use. It has a ductile iron body and disc with Nitrile seats. Designed for fire protection services Only. Series 705 valve is UL Listed and FM Approved for 300 psil2068 kPa service. Contact Victaulic for details of agency approvals. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A-536, grade 65-45-12 End Face, 2 - 6150 - 150mm: Ductile iron conforming to ASTM A-536, grade 65-45-12 Seal Retainer, 8 - 12/200 - 300 mm: Ductile iron conforming to ASTM A-536, grade 65-45-12 Coating: Black alkyd enamel Disc: Ductile iron conforming to ASTM A-536, grade 65-45-12, with electroless nickel coating con- forming to ASTM B-733 Seat: Grade "T" Nitrile Stems: 416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: C36000 brass Bearings: Stainless Steel with TFE lining Stem Seals: Nitrile Stem Retaining Ring: Carbon steel Actuator: 2 - 8750- 200mm: Brass or bronze traveling nut on a steel lead screw, in a ductile iron housing 10 - 127250 - 300mm: Steel worm and cast iron quadrant gear, in a cast iron housing JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect _ , Para__________ Location Date Approved Date___________________________________ Www.vtctaulic.com - VICTAuLIC IS REGISTERED TRADEMARK OF viclAuLIc COMPANY. © 29 viclAuLic COMPANY FF74 10.81_1 DIMENSIONS - 111 liffilmill I 10.81 2 2375 4.25 2.28 6.41 4.00 4.22 4.50 2.12 60.3 mm 60 1080 579 1628 - - 1016 1072 114 53.8 2W 1 2.875 3.77 2.28 7.54 . 4.00 4.22 4.50 1.77 73rnrn173.0 95.8 57.9 191.5 - 101.6 107.2 114.3.45.0 3.000 3.77 2.28 7.54 4.00 4.22 4.50 1.77 76.1 mm 76.1 95.8 57.9 191:5• 101.6 107.2 114.3 40 3 500 3.77 2.53 779 4.50 422 450 177 88.9 mm 88.9 95.8. 64.3 197.9 - - 1143 107.2 114.3 45.0 4.250 4.633 288 881 550 422 450 220 108 mm 108.0 117.6 73.2 .223.8 , - - 139.7 107.2 114.3 55.9 4 4.500 4.63 2.88 8.81 5.SO 4.22 4.50 2.20 1143 mm 1 1143 1176 732 223.8 - - 1397 1072 1143 155.9 5.250 588 3.35 10.88 656 619 630 2-58 133 mm 133.0 149.4 85.1 276.4 - 165.6.157.2'160.0 55.5 I 500 588 335 1088 656 619 630 258 136.7 mm 1 197 1494 851 2754 - - 1656 1572 1600 656 I5.563 588 3.35 1088 656 619 630 2.58 141.3 mm I 1413 1494 855.1 2754 - 1666 1572 1600 655 .6.250 5.88 3.84:11.38 0.41 7.52 6.19 6.30 238 1159mm,j 159.0.149.4.97.5,289.1 10.4191.0157.2160.065.5 6.500 588 384 1138 0.41 752 619 630 2.518 1851 mm 1651 1494 975 2891 - 104 1910 1572 1500 655 6625 588 384 11.18 041 752 619 630 190 1583 i158.3149.497.52891 10.41191.0i157.2:160.048.3 8 862 5 3 07 135 080 147 1000 619 810 233 2191 mmj 2191 135.4 1288 3436 20 373 i 2540 1572 2057 592 10 10.750 640 637 1564 141 181 1225 810 900 - 273 mm I 273.0 152.6 161.8 397.3 35.8 46.0 311.2 205.7 228.5 12 12.750 650 736 1664 230 280 1425 810 900 323.9mm i 323.9 155.1 186.9 422.7 58.4 71.1 362.0 205.7 228.6 PS CARBON STEEL FIPE- FIRE PROTECTION VALVES FireLock® Butterfly V11-live SERIES 705 WITH WEATHERPROOF ACTUATOR www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. 0 2009 VICTAUI.IC COMPANY. jO.81 2 \/ctaulic I REV..A I I I I I I I I I I I I I I I I I I I I PS CP,RSC)N S TELL. PiPE.. 10.81 Flock® Bui, y Vave SERIES 705 WITH WEATHERPROOF ACTUATOR PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent f e e t / meters of straight pipe. WE PER 2.175 6 6 6.625 14 50 60.3 1.8 150 168.3 4.2 2½ i 2.875 65 73.0 6 18 .159mm 159 MM 14 - 3.000 /6.1 mm 761 6 - 1651 mm 6.500 165:1 . 14 4.2 3 3.500 7 8 8.625 16 80 88.9 2.1 200 219.1 49 4 . 4.500 8 . 10 •.. 10.750 18 100 114.3 2.4 250 273.0 5.5 108 mm 108 mm 8 2.4 . 2 . 12.750 323.9 19 5.8 5 5.563 12 125 141.3 3.7 133mm 133 mm 12 5.500 b9.7mm l 139.7 12 3.7 www.vjctaulic.com vIcTAulic IS REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. (9) 20c,--, viclAuLic COMPANY. REVA \4taUh 10,813 PP OARBOi Pl . riSE PPOTFI.T ri is Sri 10.81 FireLock® Butterfly Vahe SERIES 705 WITH WEATHERPROOF ACTUATOR PERFORMANCE C5 values for flow of water at +60°F/+16°C with a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for Cv Values; = Q2 Where: Q = Flow (GPM) = Pressure Drop (psi) Q = C x = Flow Coefficient .5 -. 2 2.37S 170 ..L...i 56' 8.625 200 219.1 3400 2.875 260 mm 133 mm 133 750 1200 10 5800 50 273.0 76,1 mm 3.000 260 139.7mm 1200 2 12.750 9000 76.1 3.500 440 6 5.625 1800 88.9 150 168.3 4 . 4.500 1.0 1145 820 l5 mm 159 mm 1800 10R[nm 108 mm 820 16I MM 6.SOO 1800 1 1653 Formulas for K5 Values: LW = Where: K Q= Flow (Tr' ) 0 = K AP Pressure (bar) K = Flow Factor 2 , 147 1 25 563 141.3 1040 3 625 2940 . 225 mm . 40 Jo . 10.750 '010 . 15C 273.0 3.000 225 139.7 mm 500 1040 12 12.7,cO 7790 . o 3.500 80 1 6.625 1560 SC' 88.9 150 168.3 4 4.500 100 114.3 710 159 mm . 159 win 1560 108 MM 108 MM 710 165.1mm 1560 www.victaulic.com VICIAULIC IS REGISTERED TRADEMARK OF VICTAUCIC COMPANY. @2009 VICTAULIC COMPANY. 10.814 0E84 I-. I vs 1. SICEL Pr: iRt. FPOTECTiCN 'P.LVE.S 10.81 i F re LUJ( Buttery Valve SERIES 705 WITH WEATHERPROOF ACTUATOR SWITCH AND WIRING 1. The supervisory switch contains two, single pole, double throw, pie-wired switches. 2. Switches are rated: I 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @250 VDC I 3. Switches supervise the valve in the "open" position. One switch has two #18 insulated wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one 418 insulated wire per termi- nal. This double circuit provides flexibility to operate two electrical devices at separate locations, I such as an indicating light and an audible alarm, in the area that the valve is installed. A #14 insulated ground lead (green) is provided. Switch #1 = Si For connection to the supervisory circuit of a UL I Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction I Si Normally Closed: (2) Blue Common: (2) Yellow Normally Closed: Blue with Orange Stripe I S2 Normally Open: Brown with Orange Stripe Common: Yellow with Orange Stripe 011,5110 1J0_1ICI*O1 7 FIrE 010104 1OErlt.C.F.LINE RESISTOr, COIITB10R',1E1 0R,EITI00100ror WE IoLTIGE I NOTE: The above diagram shows a connection between the common terminal (yellow - Si and yellow-with-orange stripe - S2) and the normally closed terminal (blue - SI and blue-with-orange stripe - S2). In this example, the indicator light and alarm will stay on until the valve is fully open. I When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown with orange stripe). Only Si (two leads per terminal) may be connected to the fire alarm control panel. The connection of the alarm switch wiring shall be in accordance with NFPA 72 and the auxiliary switch per NFPA 70 (NEC). I I I ............................................................- -.- 1 www.victauUc.com vICTAuLIc IS REGISTERED TRADE MARK OF VICTAULIC COMPANY 02009 vIcTAuLIc COMPANY PEV it I SERIES 705 WITH WEATHERPROOF ACTUATOR WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the installation sheet included with the valve. Verify you have I he latest revision by visiting our website at www.victaulic.com. Further reference can be found in the 1-100 Victaulic Field Installation Handbook. For complete contact information, visit www.victaulic.com 10.81 5662 REV A UPDATED 4/2009 vicleuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 vIcTeuLic COMPANY. I.- 7O9DCDAOSY Check .A Mo st 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. I Job Name Job Location I Engineer - Approval - Series 7O9DCDA Double Check Detector Assemblies Sizes: 3" - 10" (80 - 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of tire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks . . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, /8" x 3/4" (16 x 19mm) meter and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with /8' x 3/4" (16 x 19mm) bronze meter No special tools required for servicing Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be UL/FM approved with UL/FM approved OSY shutoff valves. The auxiliary line shall consist of an approved backflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWWA Std. 0510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. Contractor Approval Contractor's P.O. No. Representative Now Available WattsBox Insulated Enclosures For more information send for literature ES WB IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 7WA1TS REGULATOR Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, I 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 - UL/FM outside stem and yoke resilient seated gate valves OEM - cubic feet per minute meter GPM - gallons per minute meter LE - 4' - 10" (100— 250mm) without shutoff valves Pressure - Temperature Temperature Range: 33F - 11 OT(5 - 43CC) continuous, 140F (60CC) intermittent Maximum Working Pressure: 175psi (12.05 bar) Standards AWA Standard 0510 Approvals ' @UL 'us csico ® Approved \.,'® 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". Dimensions - Weights I-----------------------------------------------. A L in. mm in. R mm T in. mm in. _____ mm W/OSYt gates lbs. kgs. In. mm A in. mm C in. mm D in. mm E in. mm 3 80 40 1016 18/ 479 3/ 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 22~ 578 3~ 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 62½ 1588 301/8 765 4½ 114 21 533 411/2 1054 16 406 71/2 191 16 406 727 330 8 200 75 1905 373/4 959 51/2 140 26 660 52 1321 17 432 1 9 229 21 533 1327 602 10 250 1 90 64 1626 1 18 457 1 101/4 260 I 25 635 2093 949 * Service clearance for check assembly from center. fULJFM approved backflow preventers must include UL/FM approved OSY. Capacity *Typical maximum system flow rate (7.5 ft/Sec.) **UL rated flow (80mm) 2 69 IOI I I SPa ps__ __________________________________________________________ = U' ' 41 6L,4. I Q_ 14 2 ____________________________________ 0 01 I I ______________________________________________________ 0 100 200 300 400 9pm 0 380 760 1140 1520 IPM 5 7.5 15 Ips 1.5 23 4.6 mps Flow (100mm) kPa psi 66 14 e 69 10 = U' 41 6 CL 14 2 00 0 100 200 300 400 500 600 gpm 0 380 760 1140 1520 1900 2280 1pm 5 7.5 15 fps 1.5 2.3 4.6 mps Flow 6" (150mm) kPa psi CL * ** 96 14 69 10 = thti " 41 Cd, O 14 0 200 400 600 000 1000 1200 1400 ppm 0 760 1520 2280 3040 3600 4500 5320 1pm 5 7.5 15 fps 1.5 2.3 4.6 nips Flow 8" (200mm) 6Paps 0 2 s 14 69 10 = U' 41 5 U, U, 14 2, 00 .- t - — I . — :M_ 0 400 800 1200 1600 2000 4000 gpm 0 1520 3040 456 6080 7600 15200 1pm 5 7.5 15 Ips 1.5 2.3 4.6 nips Flow 10" (250mm) Id's psi CL * ** 14 2 e 69 10 = 41 6 CL 14 2 00 0 400 600 1200 1600 2000 2400 2800 3200 3600 4000 gpm 0 1520 3040 4560 6080 7600 9120 10,640 72,160 13,660 15200 1pm 5 7.5 15 fps 1.5 2.3 4.6 nips Flow I I I I I I I I I I I I I I I I I 1 El For Technical Assistance Call Your Authorized Watts Agent. Telephone# Fax# HEADOUARIERS: Watts Regulator Company 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 Edwards, Platt & Deely, Inc. 271 Royal Ave., Hawthorne, NJ 07506 973 427-2898 973 427-4246 • Edwards, Platt & Deely, Inc. 368 Wyandanch Ave., North Babylon, NY 11703 631 253-0600 631 253-0303 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 48, 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 Or., Orlando, FL 32804 407 841-9237 407 841-9246 Watts Georgia 2861-B Bankers Industrial Drive, Atlanta, GA 30360 770 209-3310 770 447-4583 Aspinall Associates, Inc. 6840 Hillsdale Court, Indianapolis, IN 46250 317 849-5757 317 845-7967 Dave Watson Associates 1325 West Beecher, Adrian, Ml 49221 517 263-8968 517 263-2328 Disney McLane & Associates 428 McGregor Ave., Cincinnati, OH 45206 800 542-1682 877 476-1682 BWA Company 17610 S. Waterloo Rd., Cleveland, OH 44119 216 486-1010 216 486-2860 Mid-Continent Marketing Services Ltd. 1724 Armitage Ct.,Addison, IL 60101 630 953-1211 630 953-1067 Soderholm & Associates, Inc. 7150 143rd Ave. NW., Anoka, MN 55303 763 427-9635 763 427-5665 Stickler & Associates 333 North 121 St., Milwaukee, WI 53226 414 771-0400 414 771 -3607 Hugh M. Cunningham, Inc. 13755 Benchmark, Dallas, TX 75234 972 888-3808 972 888-3838 Mack McClain & Associates 11132 South Towne Square, Suite 202, St. Louis, MO 63123 314 894-8188 314 894-8388 Mack McClain & Associates, Inc. 1450 NE 69Th Place, Ste. 56 Ankeny, IA 50021 515 288-0184 515 288-5049 Mack McClain & Associates, Inc. 15090 West 116th St., Olathe, KS 66062 913 339-6677 913 339-9518 OKI Sales, Inc. 2200 Blue Creek Dr., Norman, OK 73026 405 360-6161 405 360-0092 Phoenix Marketing, Ltd. 2416 Candelaria N.E., Albuquerque, NM 87107 505 883-7100 505 883-7101 Delco Sales, Inc. 1930 Rayrner Ave., Fullerton, CA 92833 714 888-2444 714 888-2448 Delco Sales, Inc. 111 Sand Island Access Rd., Unit -10, Honolulu, HI 96819 808 842-7900 808 842-9625 Fanning & Associates, Inc. 6765 Franklin St., Denver, CO 80229-7111 303 289-4191 303 286-9069 Hollabaugh Brothers & Associates 6915 South 194th St., Kent, WA 98032 253 867-5040 253 867-5055 ,( Hollabaugh Brothers & Associates 3028 S.E. 17th Ave., Portland, OR 97202 503 238-0313 503 235-2824 Pt H Sales, Inc. 3050 North San Marcos Place, Chandler, AZ 85225 480 892-6000 480 892-6096 Preferred Sales 31171 Wiegman Road, Hayward, CA 94544 510 487-9755 510 476-1595 R. E. Fitzpatrick Sales, Inc. 4109 West Nike Dr. (8250 South), West Jordan, UT 84088 801282-0700 801 282-0600 I Watts Industries (Canada) Inc. (Watts Regulator Co. Division) 5435 North Service Road, Burlington, Ontario L7L 5H7 905 332-4090 905 332-7068 Con-Cur West Marketing, Inc. 71B Clipper Street, Coquitlam, British Columbia V3K 6X2 604 540-5088 604 540-5084 D.C. Sales Corporation Inc. #10-6130 4th St. S.E., Calgary, Alberta T2H 2A6 403 253-6808 403 259-8331 D.C. Sales Corporation Inc. 11420 142 Street, Edmonton, Alberta T5M 1 V 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 4H7 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 ROT., Inc. 23 du Buisson, Pont Rouge, Quebec G3H 1X9 418 873-2500 418 873-2505 Le Groupe B.G.T., Inc. 86 des Enterprises #208, Boisbriand, Quebec J7G 2T3 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., 44, London, Ontario N6H 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 S7M 2K9 306 244-6622 306 244-0807 Walmar Mechanical Sales 24 Gurdwara Rd., Nepean, Ontario K2E 8B5 613 225-9774 613 225-0673 EXPORT Hdqtrs.: Wafts Regulator Co. 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 0 IVWATM Fj 9001 Watts USA website: www.wattsreg.com CERTIFIED I Watts Canada website: www.wattscanada.ca REGULATOR ES-709DCDA 0522 © Watts Regulator Company, 2005 I