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6183 EL CAMINO REAL; ; AS060250
7/10/24,1:21 PM AS060250 Permit Data City of Carlsbad Sprinkler Permit 6183 EL CAMINO Job Address: REAL Permit Type: SPRINK Parcel No: Lot #: 0 Reference No.: Permit No: AS060250 Status: ISSUED Applied 10/18/2006 Approved: 10/18/2006 Issued: 10/18/2006 PC #: Inspector: Project Title: VIASAT FIRE SPRINKLER SYSTEM INSPECTIONS Applicant: Owner: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 619-562-6247 Fees ($) Add'I Fees ($) Total ($) Balance ($) 360 O60 0 about:blank 1/1 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT AOc2° Paramount FIRE S YS TENS, INC, North Point Tech Center 6183 El Camino Real Carlsbad, CA, 92008 AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Revised 9-15-06 Area #l2m1 floor shell: Ordinary Group II (peaked) Area #1-A 2 floor shell: One head shift towards primary main Area #1-B 2' floor shell: One head shift towards secondary main Area #1-C 2' floor shell: One head shift towards primary main and system peaked Flow Test Water Department Backilow Device APPROVED APPROVED PS NOTED NOT EPROVED, RESUBMIT CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions In correspondence and conformance with applicable regulations. The stamping of these pjns s)911 not be held to permit or appr$'thlation of any law. By J_f-g44 Date______ CHE40 S ONO FOR COF0RMA C W\TH WE ESGH CONCEP F THE PROJE A) Col..pUMCE WTH THE tNFOPON OEH THE CONTRACT M DOCUW;ETS C&H1OTOR IS RESPONSIBLE FOR t' NSOrS TO BE CONFIRMED AD 000RaAIEO AT THE iDS SITE AND FOB COORDIT OF THE WOP' QI' ALL TRADE P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 £•1 1 IY-FIRE-SYSTEMS 1 909 657 8489 P02 PARAMOUNT FIRE SYSTEMS, INC. P0 BOX 713194 SANTEE, CA 92072'3194 LICENSE *C16-788204 HYDRAULIC CALCULATIONS FOR MOM'E POINTE T*CR CEVTR 6183 EL CAMINO REAL CARLSBN), CA 92008 REMOTE AREA 1 - 2 FLOOR SHELL (RZVXSXD F= JWVZILW QIITU Pt&D) FiLE NUMBER: NORTH POINI:'E AREA 1.SDF DATE: 9/15106 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GRP. II DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED tirc1dirighose): FLOW AND PRESSURE (@ NODE BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: .20 gpm/sq. ft. 1500 8g. ft. 16 sprinklers 462.3 gpni 712.3 gprn (250 gprn Hose Allow) 462.3 gpn @ 85.5 psi 5,6 (Model TI-B) J. CRENEY CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 110.0 psi (99.0 @ 90%) RESIDUAL: 105.0 psi (94.5 @ 90%) FLOW: 1177 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST - 3/9/05 WITNESSED BY CARLSBAD FIRE CALCULATIONS BY RASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA - .... ..,..iiY-FIR--SYSTEMS 1 909 657 0409 P.03 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/15/2006 C:\HAS$ DATA\NORTH POINTE AREA 1.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area I WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 0 PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 99.0 94.5 1177.0 97.2 712.3 93,9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 712.3 GPM TOTAL HOSE STREN ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE S?RINIcT.ERS 462.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PSI) SRC -1.0 SOURCE 93.9 712.3 HYD * -'l..O ROSE STREAM 93.4 150.0 Ul -1.0 - - - - 93.2 - - - DCIN 3.0 ---- 91.2 DCOUT 3.0 - - - - 85.2 - - - U2 -1.0 - - - - 86.5 - - - DI? -1.0 - - - - 86.4 - - BOR 1.0 HOSE STREAM 85.5 100.0 1ST 1.3.0 - - - - '77.1 - - - TOR 27.5 - - - - 69.7 - - - 3. 28.7 - - - - 61.0 - - - 2 28.7 - - - 65.7 - - - 3 28.7 - -- - 65.4 4 28.7 - - - - 65.4 - - - 5 28.7 - - - - 62.3 - - - 6 28.1 - --- 59,9 7 28.7 - - - - 59.3 - - - $ 28.1 - --- 57.2 9 28.7 - - - - 57.0 - - - 10 29.1 - - -- 49.0 - -- 11 28.1 -- -- 49,0 - -- 12 28.7 - - - - 48.7 - - - 13 28.1 - - - - 48.1 - - 14 28.7 - --- 47.1 15 29.7 - - - - 45.9 - - - 16 28.7 - - - - 45.1 - - - 17 28.7 - - -- 44.9 18 29,2 --- - 58.2 - -- 19 29.2 ---- 20 29.2 - - - - 41.1 - - - £I,<LIYFIRE-SYSTEMS 1 999 657 8489 P.04 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 AT: 7/15/2006 C:\RSS DPTA\NORTH POINTE AREA 1.SDT JOB TITLE: North Pointe tech Center, 2nd floor Shell, Area I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1.5 29.2 - - - - 209 - - 1.8 29.2 - - - 20.6 - - - 1.1.0 29.2 - - - - 21.1 - - - 101 29.2 I< 5.60 39.2 35.1 102 29.2 X 5.60 39.1. 35.0 103 29.2 1(= 5.60 39.1. 35.0 104 29.2 K 5.60 22.1 26.3 1.05 29.2 K= 5.60 18.6 24.2 2.06 29.2 K= 5.60 20.8 25.5 2.07 29.2 != 5.60 20.6 25.4 108 29.2 K= 5.60 18.4 24.0 109 29.2 E 5.60 20.7 25.5 2.1.0 29.2 K 5.60 18.8 24.3 111 29.2 K- 5.60 21.5 25.9 112 29.2 K' 5.60 31.6 31.5 113 29.2 K= 5.60 30.9 31.1. 114 29.2 K- 5.60 30.8 31.1. its 29.2 K- 5.60 30.8 31.1 116 29.2 K- 5.60 31.2 31.3 £NIRITy-.FIRE_Sy9TEMS 1 909 657 9499 P.05 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 WTE: 7/15/2006 C:\HASS DATA\NORTM POINTE AREA 1.SDF JOB TITLE: North Pointe tech Canter, 2nd Floor Shell, Area 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ, PT DISC. VEL(PPS) HW(C) (FT) SUM. NODES (Y1) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 712.3 8.044 P1. 105.00 PP 0.5 SRC -1.0 SRCE 93.9 (N/A) 4.5 150 FTG TG PE 0.0 HYD -1.0 H.S. 93.4 150.0 0.003 TI. 166.23 PV Pipe: 2 562.2 8.044 PL 92.00 PP 0.2 HYD -1.0 H.S. 93.4 150.0 3.5 150 FTG ---- PE 0.0 Ui -1.0 0.0 93.2 0.0 0.002 TL 92.00 PV Pipe: 3 562.2 8.044 PL 25.00 PP 0.3 U].-1.0 0.0 93.2 0.0 3.5 150 FT 2ETG PE -1.7 WIN 3.0 0.0 91.2 0.0 0.002 TI. 142.75 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DCIN 3.0 0.0 91.2 00 6,0 psi, 562.2 gpm DCOUT 3.0 0.0 85.2 0.0 Pipe: 5 562.2 8.044 PL 117.00 PP 0.4 DCOUT 3.0 0.0 85.2 0.0 3.5 150 FTG ETL PE 1.7 U2 -1.0 0.0 86.5 0.0 0.002 TL 220.62 PV Pipe: 6 562.2 8.044 PL 10.00 PP 0.1 132 -1.0 0.0 86.5 0.0 3.5 150 FTG E PE 00 DIP -1.0 0.0 86.4 0.0 0.002 TL 38.26 PV Pipe: 7 562.2 8.510 FL 7.00 PP 0.1 DI? -1.0 0.0 86.4 0.0 3,2 140 FTG E PE -0.9 BOR 1.0 H.S. 85.5 100.0 0.002 TI. 39.72 PV Pipe: 8 462.2 4.310 FL 27.00 PP 3.2 BOR 1.0 H.S. 85.5 100.0 10.2 120 FTG 2EB PE -5.2 1ST 13.0 0.0 77.1 0.0 0.045 Ti 71.60 PV Pipe: 9 462.2 4.310 PL 24.50 PP 1.1 1ST 13.0 0.0 77.1 0.0 10.2 120 FIG ---- PE -6.3 TOR 27.5 0.0 69.1 0.0 0.045 TL 24,50 PV Pipe: 10 462.2 4.310 PL 20.33 PP 2.1 TOR 27.5 0.0 69.7 0.0 10.2 120 FTG 2E FE -0.5 1 28.7 0.0 67.0 0.0 0.045 TI. 48.20 PV Pipe: 11 137.4 2.703 PL 10.42 PP 1.3 1 28.7 0.0 67.0 0.0 7.7 120 FTG 1' PE 0.0 2 28.7 0.0 65.7 0.0 0.046 TL 29.07 PV INTEGRITY-FIRE-SYSTEMS 1 989 657 8489 P.06 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/15/2006 C:\HASS DATA\NORTH POINTS AREA 1.SDP oa TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1 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) Pipe: 12 92.4 2.703 PL 13.00 PP 0.3 2 26.7 0.0 65.7 0.0 5.2 120 FTG PE 0.0 3 28.7 0.0 65.4 0.0 0.022 '2L 13.00 F'! Pipe' 13 46.1 2.703 PL 12.00 PP 0.1 3 28.7 0.0 65.4 0.0 2.6 120 FTG FE 0.0 4 28.7 0.0 65.4 0.0 0.006 TL 12.00 PV Pipe: 14 324.9 2.703 PL 2.58 PF 4.8 1 28.7 0.0 67.0 0.0 18.2 120 £G T PE 0.0 5 28.7 0.0 62.3 0.0 0.225 TL 21.23 PV Pipe; 15 286.6 2.703 PL 13.00 PP 2.3 5 28.7 0.0 62.3 0.0 16.0 120 FTG ---- PE 0.0 6 28.7 0.0 59.9 0.0 0.178 TL 13.00 PV Pipe: 16 2524 2.703 PL 12.00 PP 1.7 6 28.7 0.0 59.9 0.0 14.1 120 FTG FE 0.0 7 28.7 0.0 58.3 0.0 0.141 TL 12.00 Fl Pipe: 17 166.3 2.703 FL 13.00 PP 1.0 7 28.7 0.0 58.3 0.0 10.4 120 FTG PE 0.0 8 28.7 0.0 57.2 0.0 0.080 TI.. 13.00 F'! Pipe: 18 83.3 2.703 PL 12.00 PF 0.2 B 287 0.0 57.2 0,0 4.7 120 FTG PE 0.0 9 28.7 0.0 57.0 0.0 0.018 TI. 12.00 Fl Pipe: 19 46.1 2.703 FL 12.00 PP 0.1 10 28.7 0.0 49.0 0.0 2.6 120 rr ---- FE 0.0 11 28.7 0.0 49.0 0.0 0.006 TL 12.00 PV Pipe: 20 92.4 2.703 PL 13.00 PP 0.3 11 28.7 0.0 49.0 0.0 5.2 120 FTG ----- FE 0.0 12 28.7 0.0 48.7 0.0 0.022 TI. 13.00 PV Pipe: 21 137.4 2.703 FL 13.00 PP 0.6 12 28.7 0.0 48.7 0.0 7.7 120 FT FE 0.0 13 28.7 0.0 48.1 0.0 0.046 TL 13.00 PV Pipe: 22 175.6 2.703 PL 13.00 PP 0.9 13 28.7 0.0 48.1 0.0 9.6 120 FTG FE 0.0 14 28.7 0.0 47.1 0.0 0.072 TI. 13.00 PV Pipe: 23 209.9 2.703 FL 12.00 PP 1.2 14 28.7 0.0 47.1 0.0 11.7 120 FTG ---- PE 0.0 15 28.7 0.0 45.9 0.0 0.100 TL 12.00 F'! ELI i.ri LHIRITY_FflE_SVSTEMS 1 909 657 8489 P.07 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/15/2006 C:\HASS DATA\NORTH POINTE AREA 1.51)? JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS, END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) StH. NODES (PT) (K) (PSI) (GPM) FL/PT (PSI) Pipe: 24 110.9 2.703 Pt 13.00 F? 0.9 15 28.7 0.0 45.9 0.0 9.6 120 FTC ---- FE 0,0 16 26.7 0.0 45.1 0.0 0.069 IL 13.00 PV Pipe: 25 12.7 2.703 PL 12.00 PF 0.2 16 28.7 0.0 45.1 0.0 4.1 120 rr --- PE 0.0 17 28.7 0.0 44.9 0.0 0.014 TL 12.00 PV Pipe: 26 46.1 1.728 FL 259.17 PP 16.3 4 25.7 0.0 65.4 0.0 6.3 120 FTG 4T FE 0.0 10 28.7 0.0 49.0 0.0 0.054 TL 304.33 PV Pipe: 27 46.3 1.728 FL 259.17 PF 16.5 3 28.7 0.0 65.4 0.0 6.3 120 PIG 4T FE 0.0 11 28.7 0.0 4910 0.0 0.054 'IL 304.33 PV Pipe 28 45.0 1.728 Pt 264.00 PP 17.0 2 28.7 0.0 65.7 0.0 6.2 120 FTG 8E2T FE 0.0 12 28.1 0.0 46.7 0.0 0.051 'IL 331.74 PV Pipe: 29 38.3 1.728 FL 66.66 PF 3.8 5 28.7 0.0 62.3 0.0 5.2 120 FTG 4ET FE -0.3 18 29.2 0.0 58.2 0.0 0.030 TL 100.53 PV Pipe: 30 38.3 1.728 FL 199.33 PF 10.4 18 29.2 0.0 50.2 0.0 5.2 120 FTC 9E2T FE 0.3 13 28.7 0.0 48.1 0.0 0.038 IL. 272.71 PV Pipe: 31 34.2 1.728 PL 144.17 PP. 6.6 6 28.7 0.0 59.9 0.0 4.7 120 FTC 8E2T FE -0.3 19 29.2 0.0 53.1 0.0 0.031 TL 211.91 PV Pipe: 32 34.2 1.728 FL 145.33 PF 6.2 19 29.2 0.0 53.1 0.0 4.7 120 FTC 6E21 FE 0.3 14 28.7 0.0 47.1 0.0 0.031. IL 201.78 PV Pipe: 33 66.1 1.728 PL 140.33 PT 10.8 7 28.7 0.0 58.3 0.0 9.0 120 FTC 3E2T PE -0.3 101 29.2 5.6 39.2 35.1 0.1.04 TL 179.84 PV Pipe: 34 31.0 1.728 FL 6.00 PP 0.2 101 • 29.2 5.6 39.2 35.1. 4.2 120 FTC ---- FE 0.0 102 29.2 5.6 39.1 35.0 0.026 TL 6.00 PV Pipe: 35 -4.0 1.728 FL 7.42 PP 0.0 102 29.2 5.6 39.3. 35.0 0.5 120 FTC ---- PE 0.0 103 29.2 5.6 39.1 35.0 0.001 TL 1,42 PV .r. Lrllt<ITY-FIRE-SYSTEIIS 1 909 657 0489 P.88 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 7/15/2006 C:\HASS DATA \NORTH POINTE AREA 1. SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1 PIPE TAG Q(GPM) DIA(TN) LENGTH PRESS. ND ELEV. NOZ. PT DISC. VEL (FP$) HW (C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -39.0 1.728 ?L 30.00 PP 21 103 29.2 5.6 39.1 35.0 5.3 120 FTG 4E PE 0.0 20 29.2 0.0 41.1 0.0 0.039 TL 52.58 PV Pipe: 37 -39.0 1.728 PL 87.33 PP 4.6 20 29.2 0.0 41.1 0.0 5.3 120 FTG E2T PE 0.3 15 28.7 0.0 45.9 0.0 0.039 TL 115.55 PV Pipe: 38 103.0 1.728 FL 124.33 PF 34.9 8 28.7 0.0 57.2 0.0 14.1 120 FTG 2T FE -0.3 104 29.2 5.6 22.1 26.3 0.237 TL 146.91 PV Pjpe: 39 76.6 1.728 FL 9.00 PP 1.2 104 29.2 5.6 22.1 26.3 1.0.5 120 FTG ---- PE 0.0 1.5 29.2 0.0 20.9 0.0 0.137 TL 9.00 PV Pipe: 40 52.5 1.728 FL 1.00 ?F 01 1,5 29.2 0.0 20.9 0.0 7.2 120 FTG ---- FE 0.0 106 29.2 5.6 20.8 25.5 0.065 TL 1.00 PV Pipe: 41. 27.0 1.728 PL 10.00 PP 0.2 106 29.2 5.6 20.8 25.5 3.7 120 FTG ---- PE 0.0 107 29.2 5.6 20.6 25.4 0,020 TL. 10.00 PV Pipe: 42 1.5 1.128 FL 2.92 PF 0.0. 107 29.2 5.6 20.6 25.4 0.2 120 FTC ----- PE 0.0 1.8 29.2 0.0 20.6 0.0 0.000 TL 2.92 PV Pipe: 43 -22.5 1.728 PL 7.08 PP 0.1 1.8 29.2 0.0 20.6 0.0 3.1 1.20 FTC ----- FE 0.0 1.09 29.2 5.6 20,7 25.5 0.014 TL 1.08 PV Pipe: 44 -41.9 1.728 FL 7.00 PP 0.4 109 29.2 5.6 20.7 25.5 6.6 120 FTG ---- FE 0.0 1.10 29.2 0.0 21.1 0.0 0.058 TL 7.00 PV Pipe; 45 -72.2 1.728 FL 3.00 PP 0.4 1.10 29.2 0.0 21.1 0.0 9..9 120 FTG ---- PE 0.0 111 29.2 5.6 21.5 25.9 0.123 TL 3.00 PV Pipe: 46 -98.2 1.728 FL 84.83 PP 23.3 111 29.2 5.6 21.5 25.9 13.4 120 FTC 2T PE 0.3 16 28.7 0.0 45.1 0.0 0.217 TL 107.41 PV Pipe: 47 24.2 1.080 FL 6.00 PP 2.3 1.5 29.2 0.0 20.9 0.0 8.5 120 FTC ET FE 0.0 105 29.2 5.6 18.6 24.2 0.160 TL 14.07 PV -- -... £P',IK1Iy-FIRE-..SySTEMS 1 909 657 8489 P.09 SPRINKLER SYSTEM HYPRAI3LIC ANALYSIS Page 7 DATE: 7/15/2006 C:\X.SS DATA\NORTh ?OINTE AREA 1,SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1 PIPE TA Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZI PT DISC. VEL(F?S) HW(C) (FF3 SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PST) Pipe: 48 24.0 1.080 PL 6.00 PF 2.2 1.8 29.2 0.0 20.6 0.0 8.4 120 FTG ET Pt 0.0 108 29.2 5.6 18.4 24.0 0.158 TL 1.4.07 PV Pipe: 49 24.3 1.080 PL 6.00 PF 2.3 1.10 29.2 0.0 21.1 0.0 8.5 120 FTG ET PE 0.0 110 29.2 5.6 18.8 24.3 0.162 TL 14.07 PV Pipe: 50 83.3 1.728 PL 134.33 PF 25.2 9 28.7 0.0 57.0 0.0 1.3.4 120 FTC 2T Pt -0.3 112 29.2 5.6 31.6 31.5 0.160 TL 156.91 PV Pipe: 51 51.9 1.728 Pt 10.00 PF 0.7 112 29.2 5.6 31.6 31.5 7.1 120 FTC ----- Pt 0.0 113 29.2 5.6 30.9 31.1 0.067 TL 10.00 PV Pipe: 52 20.7 1.728 Pt 10.00 PF 0.1 113 29.2 5.6 30.9 31.1 2.8 120 FTC ---- Pt 0.0 1.14 29.2 5.6 30.8 31.1 0.012 TL 10.00 PV Pipe: 53 -10.3 1.728 PL 10.00 PE' 0..O 114 29.2 5.6 30.8 31.1 1.4 120 FTC ----- PE 0.0 115 29.2 5.6 30.8 31.1 0.003 TL 10.00 PIT Pipe: 54 -41.4 1.728 PL 10.00 PF 0.4 115 29.2 5.6 30.8 31.1 5.7 120 FTC ---- PE 0.0 116 29.2 5.6 31.2 31.3 0.044 TL 10.00 PV Pipe: 55 -72.7 1.728 Pt 84.83 ?F 13.4 116 29.2 5.6 31.2 31.3 9.9 120 FTC 2T PE 0.3 17 28.7 0.0 44.9 0.0 0.125 TL 10741 PV NOTES: Calculations were performed by the MASS 7.6 computer program under license no. 16090621 granted by MRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpnt and a maximum imbalance at any node of 0.120 gpm. () Total pressure at each node is used in balancing the system. Maximum water velocity is 18.2 ft/sea at pipe 14. £u1Ir1IY-FIRE-SYSTEMS 1 909 657 8489 P.10 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/15/2006 C:\ffASS DATA\NOTH POINTE AREA 1.SDT oa TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1 (4) a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 18.367 psi minimum pressure With remote area shifted one sprinkler space toward left cross main: 18.402 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 18.391 psi (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATR.tPL: $40 BWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T I. C B G A EJ.1 Tee LnqE21 CZikVlv BfyVlv GatVlv &lmChk 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 4.310 13.94 27.81 8.36 30.66 16.72 2.79 27.87 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 8.510 24.60 47.84 17.77 61.51 16.40 5.17 42.37 D N DPV1v NPTee 11.52 5.76 14.11 11.29 15.54 18.65 21.81 21.87 32.21 36.37 42.37 47.84 I -- INTEGRITY-FIRE-SYSTEMS 1 909 657 0489 P_it SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 LATE: 1/15/2006 C:\HASS DTA\NOBTH POINTE AREA 14 SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1 0 0 0 0 0 0 I I I 4 I 4-4 o 0 ci 0 ci c•.l 0 -)-d Hill 1 909 657 8499 P.12 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/15/2006 C:\HASS DATA\NORTH POIHTE AREA 1.$DF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1 WATER SUPPLY CURVE 108+ 0 \\\\\\\\\\\\ 1 X * <-94.5 psi @ 1177 gpm I Flow Test Point 90+ 81+ P72+ RI El SI 563+ U RI El 54+ C I P I S I 145+ ) I 364- 27+ 18+ LEGEND X Required Water Supply 93.91 psi @ 712.3 gpm " 9+ I 0 Available Water Supply " 97.22 psi @ 712.3 gpm --------+------+-----------------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 REMOTE AREA 1A - 2nd FLOOR SHELL ONE HEAD SHIFT TOWARD PRIMARY MIN FILE NUMBER: NORTH POINTE AREA 1A.SDF DATE: 9/15/06 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/1412006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1A £WFi &rn WATER SUPPLY DATA hu1 t4Ab SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 99.0 94.5 1177.0 97.2 714.3 90.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 714.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 464.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) PS1) (GPM) SRC -1.0 SOURCE 90.4 714.3 HYD -1.0 HOSE STREAM 89.9 150.0 Ui -1.0 ---- 89.7 DCIN 3.0 - - - - 87.7 - - - DCOUT 3.0 - - - - 81.7 U2 -1.0 - - - - 83.0 - - - DIP -1.0 - - - - 82.9 - - - BOR 1.0 HOSE STREAM 81.9 100.0 1ST 13.0 - - - - 73.5 - - - TOR 27.5 - - - - 66.1 - - - 1 28.7 ---- 63.5 2 28.7 - - - - 62.5 - - - 3 28.7 - - - - 62.2 4 28.7 - - - - 62.2 5 28.7 - - - - 58.1 6 28.7 - - - - 55.3 7 28.7 - - - - 53.1 8 28.7 - - - - 51.7 9 28.7 - - - - 51.4 10 28.7 - - - - 49.8 - - - 11 28.7 - - - - 49.7 12 28.7 - - - - 49.5 13 28.7 - - - - 49.0 14 28.7 -- -- 48.3 15 28.7 - - - - 47.5 16 28.7 - - - - 46.9 - - - 17 28.7 - - - - 46.8 - - - 18 29.2 - - - - 55.4 - - - 19 29.2 - - - - 51.5 20 29.2 - - - - 41.5 & SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area J.A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1.5 29.2 - - - - 20.6 - - - 1.8 29.2 - - - - 20.6 - - - 1.10 29.2 - - - - 22.1 - - - A 29.2 - - - - 21.7 - - - 1A 29.2 K= 5.60 39.8 35.3 2A 29.2 K= 5.60 22.6 26.6 3A 29.2 K= 5.60 19.3 24.6 41X 29.2 K= 5.60 32.4 31.9 101 29.2 K= 5.60 39.5 35.2 102 29.2 K= 5.60 39.5 35.2 103 29.2 - - - - 39.8 104 29.2 K= 5.60 21.1 25.7 105 29.2 K= 5.60 18.4 24.0 106 29.2 K= 5.60 20.6 25.4 107 29.2 K= 5.60 20.6 25.4 108 29.2 K 5.60 18.4 24.0 109 29.2 K= 5.60 21.1 25.7 110 29.2 - - - - 22.1 111 29.2 ---- 22.6 112 29.2 K= 5.60 31.4 31.4 113 29.2 K= 5.60 31.1 31.2 114 29.2 K= 5.60 31.1 31.2 115 29.2 K= 5.60 31.3 31.3 116 29.2 - - - - 32.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area IA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 714.3 8.044 PL 105.00 PF 0.5 SRC -1.0 SRCE 90.4 (N/A) 4.5 150 FTG TG PE 0.0 HYD -1.0 H.S. 89.9 150.0 0.003 TL 166.23 PV Pipe: 2 564.3 8.044 PL 92.00 PF 0.2 HYD -1.0 H.S. 89.9 150.0 3.6 150 FTG ---- PE 0.0 Ui -1.0 0.0 89.7 0.0 0.002 TL 92.00 PV Pipe: 3 564.3 8.044 PL 25.00 PF 0.3 Ui -1.0 0.0 89.7 0.0 3.6 150 FTG 2ETG PE -1.7 DCIN 3.0 0.0 87.7 0.0 0.002 TL 142.75 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DCIN 3.0 0.0 87.7 0.0 6.0 psi, 564.3 gprn DCOTJT 3.0 0.0 91.7 0.0 Pipe: 5 564.3 8.044 PL 117.00 PF 0.5 DCOUT 3.0 0.0 81.7 0.0 3.6 150 FTG ETL PE 1.7 U2 -1.0 0.0 83.0 0.0 0.002 TL 220.62 PV Pipe: 6 564.3 8.044 PL 10.00 PF 0.1 U2 -1.0 0.0 83.0 0.0 3.6 150 FTG E PE 0.0 DIP -1.0 0.0 82.9 0.0 0.002 TL 38.26 PV Pipe: 7 564.3 8.510 PL 7.00 PF 0.1 DIP -1.0 0.0 82.9 0.0 3.2 140 FTG E PE -0.9 BOR 1.0 H.S. 81.9 100.0 0.002 TL 39.72 PV Pipe: 8 464.3 4.310 PL 27.00 PF 3.2 BOR 1.0 H.S. 81.9 100.0 10.2 120 FTG 2E3 PE -5.2 1ST 23.0 0.0 73.5 0.0 0.045 TL 71.60 PV Pipe: 9 464.3 4.310 PL 24.50 PF 1.1 1ST 13.0 0.0 73.5 0.0 10.2 120 FTG ---- PE -6.3 TOR 27.5 0.0 66.1 0.0 0.045 TL 24.50 PV Pipe: 10 464.3 4.310 PL 20.33 PF 2.2 TOR 27.5 0.0 66.1 0.0 10.2 120 FTG 2E PE -0.5 1 28.7 0.0 63.5 0.0 0.045 TL 48.20 PV Pipe: 11 118.6 2.703 PL 10.42 PF 1.0 1 28.7 0.0 63.5 0.0 6.6 120 FTG T PE 0.0 2 28.7 0.0 62.5 0.0 0.035 TL 29.07 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area IA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 79.7 2.703 PL 13.00 PF 0.2 2 28.7 0.0 62.5 0.0 4.5 120 FTG. ---- PE 0.0 3 28.7 0.0 62.2 0.0 0.017 TL 13.00 PV Pipe: 13 39.8 2.703 PL 12.00 PF 0.1 3 28.7 0.0 62.2 0.0 2.2 120 FTG PE 0.0 4 28.7 0.0 62.2 0.0 0.005 TL 12.00 PV Pipe: 14 345.7 2.703 PL 2.58 PF 5.4 1 28.7 0.0 63.5 0.0 19.3 120 FTG T PE 0.0 5 28.7 0.0 58.1 0.0 0.252 TL 21.23 PV Pipe: 15 315.6 2.703 PL 13.00 PF 2.8 5 28.7 0.0 58.1 0.0 17.6 120 FTG ---- PE 0.0 6 28.7 0.0 55.3 0.0 0.213 TL 13.00 PV Pipe: 16 290.9 2.703 PL 12.00 PF 2.2 6 28.7 0.0 55.3 0.0 16.3 120 FTG ---- PE 0.0 7 28.7 0.0 53.1 0.0 0.183 TL 12.00 PV Pipe: 17 220.6 2.703 PL 13.00 PF 1.4 7 28.7 0.0 53.1 0.0 12.3 120 FTG ---- PE 0.0 8 28.7 0.0 51.7 0.0 0.110 TL 13.00 PV Pipe: 18 97.6 2.703 PL 12.00 FE' 0.3 8 28.7 0.0 51.7 0.0 5.5 120 FTG ---- PE 0.0 9 28.7 0.0 51.4 0.0 0.024 TL 12.00 P11 Pipe: 19 39.8 2.703 PL 12.00 PF 0.1 10 28.7 0.0 49.8 0.0 2.2 120 FTG ---- PE 0.0 11 28.7 0.0 49.7 0.0 0.005 TL 12.00 PV Pipe: 20 79.7 2.703 PL 13.00 PF 0.2 11 28.7 0.0 49.7 0.0 4.5 120 FTG ---- PE 0.0 12 28.7 0.0 49.5 0.0 0.017 TL 13.00 PV Pipe: 21 118.6 2.703 PL 13.00 PF 0.5 12 28.7 0.0 49.5 0.0 6.6, 120 FTG ---- PE 0.0 13 28.7 0.0 49.0 0.0 0.035 TL 13.00 PV Pipe: 22 148.7 2.703 FL 13.00 PF 0.7 13 28.7 0.0 49.0 0.0 8.3 120 FTG ---- PE 0.0 14 28.7 0.0 48.3 0.0 0.053 TL 13.00 PV Pipe: 23 173.4 2.703 PL 12.00 PF 0.8 14 28.7 0.0 48.3 0.0 9.7 120 FTG ---- FE 0.0 15 28.7 0.0 47.5 0.0 0.070 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 138.0 2.703 PL 13.00 PF 0.6 15 28.7 0.0 47.5 0.0 7.7 120 FTG ---- PE 0.0 16 28.7 0.0 46.9 0.0 0.046 TL 13.00 PV Pipe: 25 59.4 2.703 PL 12.00 PF 0.1 16 28.7 0.0 46.9 0.0 3.3 120 FTG ---- PE 0.0 17 28.7 0.0 46.8 0.0 0.010 TL 12.00 PV Pipe: 26 39.8 1.728 PL 259.17 PF 12.4 4 28.7 0.0 62.2 0.0 5.4 120 FTG 4T PE 0.0 10 28.7 0.0 49.8 0.0 0.041 TL 304.33 PV Pipe: 27 40.0 1.728 PL 259.17 PF 12.5 3 28.7 0.0 62.2 0.0 5.5 120 FTG 4T PE 0.0 11 28.7 0.0 49.7 0.0 0.041 TL 304.33 PV Pipe: 28 38.9 1.728 PL 264.00 PF 13.0 2 28.7 0.0 62.5 0.0 5.3 120 FTG 8E2T PE 0.0 12 28.7 0.0 49.5 0.0 0.039 TL 331.74 PV Pipe: 29 30.1 1.728 PL 66.66 PF 2.4 5 28.7 0.0 58.1 0.0 4.1 120 FTG 4ET PE -0.3 18 29.2 0.0 55.4 0.0 0.024 TL 100.53 PV Pipe: 30 30.1 1.728 PL 199.33 PF 6.6 18 29.2 0.0 55.4 0.0 4.1 120 FTG 9E2T PE 0.3 13 28.7 0.0 49.0 0.0 0.024 TL 272.71 PV Pipe: 31 24.7 1.728 PL 144.17 PF 3.6 6 28.7 0.0 55.3 0.0 3.4 120 FTG 8E2T PE -0.3 19 29.2 0.0 51.5 0.0 0.017 TL 211.91 PV Pipe: 32 24.7 1.728 PL 145.33 PF 3.4 19 29.2 0.0 51.5 0.0 3.4 120 FTG, 6E2T PE 0.3 14 28.7 0.0 48.3 0.0 0.017 TL 201.78 PV Pipe: 33 70.4 1.728 PL 72.33 PF 13.1 7 28.7 0.0 53.1 0.0 9.6 120 FTG 3E2T PE -0.3 1A 29.2 5.6 39.8 35.3 0.117 TL 111.84 PV Pipe: 34 35.0 1.728 PL 8.00 PF 0.3 1A 29.2 5.6 39.8 35.3 4.8 120 FTG ---- PE 0.0 101 29.2 5.6 39.5 35.2 0.032 TL 8.00 PV Pipe: 35 -0.2 1.728 PL 6.00 PF 0.0 101 29.2 5.6 39.5 35.2 0.0 120 FTG ---- PE 0.0 102 29.2 5.6 39.5 35.2 0.000 TL 6.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area IA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) StTh. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -35.4 1.728 PL 7.42 PF 0.2 102 29.2 5.6 39.5 35.2 4.8 120 FTG ---- FE 0.0 103 29.2 0.0 39.8 0.0 0.033 TL 7.42 PV Pipe: 37 -35.4 1.728 PL 30.00 PF 1.7 103 29.2 0.0 39.8 0.0 4.8 120 FTG 4E PE 0.0 20 29.2 0.0 41.5 0.0 0.033 TL 52.58 PV Pipe: 38 -35.4 1.728 PL 147.33 PF 5.8 20 29.2 0.0 41.5 0.0 4.8 120 FTG E2T FE 0.3 15 28.7 0.0 47.5 0.0 0.033 TL 175.55 PV Pipe: 39 123.0 1.728 FL 65.00 PF 28.9 8 28.7 '0.0 51.7 0.0 16.8 120 FTG 2T FE -0.3 2A 29.2 5.6 22.6 26.6 0.330 TL 87.58 PV Pipe: 40 96.4 1.728 PL 4.33 PF 0.9 2A 29.2 5.6 22.6 26.6 13.2 120 FTG ---- FE 0.0 A 29.2 0.0 21.7 0.0 0.210 TL 4.33 PV Pipe: 41 71.7 1.728 PL 5.00 PF 0.6 A 29.2 0.0 21.7 0.0 9.8 120 FTG ---- FE 0.0 104 29.2 5.6 21.1 25.7 0.122 TL 5.00 PV Pipe: 42 46.0 1.728 PL 9.00 FE' 0.5 104 29.2 5.6 21.1 25.7 6.3 120 FTG ---- PE 0.0 1.5 29.2 0.0 20.6 0.0 0.054 TL 9.00 PV Pipe: 43 22.0 1.728 FL 1.00 FE' 0.0 1.5 29.2 0.0 20.6 0.0 3.0 120 FTG ---- FE 0.0 106 29.2 5.6 20.6 25.4 0.014 TL 1.00 PV Pipe: 44 -3.4 1.728 FL 10.00 PF 0.0 106 29.2 5.6 20.6 25.4 0.5 120 FTG ---- FE 0.0 107 29.2 5.6 20.6 25.4 0.000 TL 10.00 PV Pipe: 45 -28.8 1.728 PL 2.92 PF 0.1 107 29.2 5.6 20.6 25.4 3.9 120 FTG ---- PE 0.0 1.8 29.2 0.0 20.6 0.0 0.022 TL 2.92 PV Pipe: 46 -52.8 1.728 PL 7.08 FE' 0.5 1.8 29.2 0.0 20.6 0.0 7.2 120 FTG ---- PE 0.0 109 29.2 5.6 21.1 25.7 0.069 TL 7.08 PV Pipe: 47 -78.6 1.728 PL 7.00 PF 1.0 109 29.2 5.6 21.1 25.7 10.7 120 FTG ---- PE 0.0 1.10 29.2 0.0 22.1 0.0 0.144 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1A PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 -78.6 1.728 PL 3.00 PF 0.4 1.10 29.2 0.0 22.1 0.0 10.7 120 FTG ---- PE 0.0 111 29.2 0.0 22.6 0.0 0.144 TL 3.00 PV Pipe: 49 -78.6 1.723 PL 144.83 PF 24.1 111 29.2 0.0 22.6 0.0 10.7 120 FTG 2T PE 0.3 16 28.7 0.0 46.9 0.0 0.144 TL 167.41 PV Pipe: 50 24.6 1.080 PL 6.00 PF 2.3 A 29.2 0.0 21.7 0.0 8.6 120 FTG ET FE 0.0 3A 29.2 5.6 19.3 24.6 0.166 TL 14.07 PV Pipe: 51 24.0 1.080 FL 6.00 PF 2.2 1.5 29.2 0.0 20.6 0.0 8.4 120 FTG ET PE 0.0 105 29.2 5.6 18.4 24.0 0.158 TL 14.07 PV Pipe: 52 24.0 1.080 FL 6.00 PF 2.2 1.8 29.2 0.0 20.6 0.0 8.4 120 FTG ET FE 0.0 106 29.2 5.6 18.4 24.0 0.159 TL 14.07 PV Pipe: 53 0.0 1.080 PL 6.00 PF 0.0 1.10 29.2 0.0 22.1 0.0 0.0 120 FTG ET PE 0.0 110 29.2 0.0 22.1 0.0 0.000 TL 14.07 PV Pipe: 54 97.6 1.728 FL 65.00 PF 18.8 9 28.7 0.0 51.4 0.0 13.3 120 FTG 2T PE -0.3 4A 29.2 5.6 32.4 31.9 0.215 TL 87.58 PV Pipe: 55 65.7 1.728 PL 9.33 PF 1.0 4A 29.2 5.6 32.4 31.9 9.0 120 FTG ---- PE 0.0 112 29.2 5.6 31.4 31.4 0.103 TL 9.33 PV Pipe: 56 34.3 1.728 PL 10.00 PF 0.3 112 29.2 5.6 31.4 31.4 4.7 120 FTG ---- PE 0.0 113 29.2 5.6 31.1 31.2 0.031 TL 10.00 PV Pipe: 57 3.1 1.728 FL 10.00 •PF 0.0 113 29.2 5.6 31.1 31.2 0.4 120 FTG ---- PE 0.0 114 29.2 5.6 31.1 31.2 0.000 TL 10.00 PV Pipe: 58 -28.1 1.728 PL 10.00 PF 0.2 114 29.2 5.6 31.1 31.2 3.8 120 FTG ---- PE 0.0 115 29.2 5.6 31.3 31.3 0.021 TL 10.00 PV Pipe: 59 -59.4 1.728 PL 10.00 PF 0.9 115 29.2 5.6 31.3 31.3 8.1 120 FTG ---- PE 0.0 116 29.2 0.0 32.2 0.0 0.086 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area IA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 -59.4 1.728 PL 144.83 PF 14.4 116 29.2 0.0 32.2 0.0 8.1 120 FTG 2T PE 0.3 17 28.7 0.0 46.8 0.0 0.086 TL 167.41 PV NOTES: (U Calculations were performed by the H1SS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.114 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 ft/sec at pipe 14. PIPE FITTINGS TABLE Pipe Table Name: STINDrRD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv Bfyvlv GatVlv hlmChk DPV1v NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 WATER SUPPLY ANALYSIS id 120.0 G100 - 0 A U G E 80.0 P R S S 60.0 U E 40.0 p S 20.0 -14 .7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1A.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area lA WATER SUPPLY CURVE 108+ 99*\\\\\\\\\\\ 0 \\\\\\\\\\\\ I * <-94.5 psi @ 1177 gpm 1 Flow Test Point 90+ X 81+ P72+ R E I S S63+ U I R E I 54+ ( P I S I 45+ 36+ 27+ 18+ LEGEND K = Required Water Supply I 90.41 psi @ 714.3 gpm 9+ I 0 = Available Water Supply " I 97.21 psi @ 714.3 gpm I, 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 REMOTE AREA 1B - 2nd FLOOR SHELL ONE I&D SHIFT TOWARD SECONDARY MAIN FILE NUMBER: NORTH POINTE AREA 1B.SDF DATE: 9/15/06 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/14)2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 13 WATER SUPPLY DATA OL- RAt fV ILA Stc6y MtJ. SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 99.0 94.5 1177.0 97.2 715.5 92.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 715.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE.FROM ACTIVE SPRINKLERS 465.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI (GPM) SRC -1.0 SOURCE 92.5 715.5 HYD -1.0 HOSE STREAM 92.0 150.0 Ui -1.0 - -- - 91.8 DCIN 3.0 ---- 99.7 DCOUT 3.0 - - - - 83.7 - - - U2 -1.0 - - - - 85.0 DIP -1.0 - - - - 84.9 - - - BOR 1.0 HOSE STREAM 84.0 100.0 1ST 13.0 - - - - 75.6 - - - TOR 27.5 - - - - 68.2 1 28.7 - - - - 65.5 2 28.7 - - - - 64.4 - - - 3 28.7 - - - - 64.2 - - - 4 28.7 - - - - 64.1 5 28.7 - - - - 60.3 6 28.7 - - - - 57.6 7 28.7 - - - - 55.5 8 28.7 - - - - 54.2 9 28.7 - - - - 54.0 - - - 10 28.7 - - - - 50.6 11 28.7 - - - - 50.5 12 28.7 - - - - 50.3 13 28.7 - - - - 49.8 14 28.1 - - - - 49.0 15 28.7 ---- 48.1 16 28.7 - - - - 47.4 - - 17 28.7 - - - - 47.3 18 29.2 - - - - 57.2 - - - is 29.2 - - - - 53.0 20 29.2 - - - - 41.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 13.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 13 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1.5 29.2 - - - - 22.0 - - - 1.8 29.2 - - - - 20.6 - - - 1.10 29.2 - - - - 20.6 - - - 101 29.2 - - - - 41.2 102 29.2 K= 5.60 40.5 35.6 103 29.2 K= 5.60 40.2 35.5 104 29.2 - - - - 24.7 - - - 105 29.2 K= 5.60 19.6 24. 106 29.2 K= 5.60 21.8 26.2 107 29.2 K= 5.60 20.8 25.5 108 29.2 K= 5.60 18.4 24.0 109 29.2 K= 5.60 20.6 25.4 110 29.2 K= 5.60 18.4 24.0 111 29.2 K= 5.60 20.7 25.5 112 29.2 - - - - 34.4 113 29.2 K= 5.60 32.5 31.9 114 29.2 K= 5.60 31.5 31.4 115 29.2 K= 5.60 31.3 31.3 116 29.2 K= 5.60 31.3 31.3 lB 29.2 K= 5.60 40.2 35.5 2B 29.2 K= 5.60 21.5 26.0 38 29.2 K= 5.60 31.6 31.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area lB PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 715.5 8.044 PL 105.00 PF 0.5 SRC -1.0 SRCE 92.5 (N/A) 4.5 150 FTG TG PE 0.0 HYD -1.0 H.S. 92.0 150.0 0.003 TL 166.23 PV Pipe: 2 565.5 8.044 PL 92.00 PF 0.2 HYD -1.0 H.S. 92.0 150.0 3.6 150 FTG ---- PE 0.0 UI -1.0 0.0 91.8 0.0 0.002 TL 92.00 PV Pipe: 3 565.5 8.044 PL 25.00 PF 0.3 Ui -1.0 0.0 91.8 0.0 3.6 150 FTG 2ETG PE -1.7 DCIN 3.0 0.0 89.7 0.0 0.002 TL 142.75 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DCIN 3.0 0.0 89.7 0.0 6.0 psi, 565.5 gpm DCOtJT 3.0 0.0 83.7 0.0 Pipe: 5 565.5 8.044 PL 117.00 PF 0.5 DCOUT 3.0 0.0 83.7 0.0 3.6 150 FTG ETL PE 1.7 U2 -1.0 0.0 85.0 0.0 0.002 TL 220.62 PV Pipe: 6 565.5 8.044 FL 10.00 PF 0.1 U2 -1.0 0.0 85.0 0.0 3.6 150 FTG E PE 0.0 DIP -1.0 0.0 84.9 0.0 0.002 TL 38.26 PV Pipe: 7 565.5 8.510 FL 7.00 PF 0.1 DIP -1.0 0.0 84.9 0.0 3.2 140 FTG E FE -0.9 BOR 1.0 H.S. 84.0 100.0 0.002 TL 39.72 PV Pipe: 8 465.5 4.310 FL 27.00 PF 3.2 BOR 1.0 H.S. 84.0 100.0 10.2 120 FTG 2E6 PE -5.2 1ST 13.0 0.0 75.6 0.0 0.045 TL 71.60 PV Pipe: 9 465.5 4.310 FL 24.50 PF 1.1 1ST 13.0 0.0 75.6 0.0 10.2 120 FTG ---- PE -6.3 TOR 27.5 0.0 68.2 0.0 0.045 TL 24.50 PV Pipe: 10 465.5 4.310 FL 20.33 PF 2.2 TOR 27.5 0.0 68.2 0.0 10.2 120 FTG 2E FE -0.5 I 28.7 0.0 65.5 0.0 0.045 TL 48.20 PV Pipe: 11 124.1 2.703 FL 10.42 PF 1.1 1 28.7 0.0 65.5 0.0 6.9 120 FTG T FE 0.0 2 28.7 0.0 64.4 0.0 0.038 TL 29.07 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area lB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 83.5 2.703 PL 13.00 PF 0.2 2 28.7 0.0 64.4 0.0 4.7 120 FTG ---- PE 0.0 3 28.7 0.0 64.2 0.0 0.018 TL 13.00 PV Pipe: 13 41.6 2.703 PL 12.00 PF 0.1 3 28.7 0.0 64.2 0.0 2.3 120 FTG ---- PE 0.0 4 28.7 0.0 64.1 0.0 0.005 TL 12.00 PV Pipe: 14 341.4 2.703 PL 2.58 PF 5.2 1 28.7 0.0 65.5 0.0 19.1 120 FTG T PE 0.0 5 28.7 0.0 60.3 0.0 0.247 TL 21.23 PV Pipe: 15 308.9 2.703 PL 13.00 PF 2.7 5 28.7 0.0 60.3 0.0 17.3 120 FTG ---- PE 0.0 6 28.7 0.0 57.6 0.0 0.205 TL 13.00 PV Pipe: 16 281.3 2.703 PL 12.00 PF 2.1 6 28.7 0.0 57.6 0.0 15.7 120 FTG ---- FE 0.0 7 28.7 0.0 55.5 0.0 0.172 TL 12.00 PV Pipe: 17 210.8 2.703 FL 13.00 PF 1.3 7 28.7 0.0 55.5 0.0 11.8 120 FTG ---- FE 0.0 8 28.7 0.0 54.2 0.0 0.101 TL 13.00 PV Pipe: 18 93.6 2.703 FL 12.09 PF 0.3 8 28.7 0.0 54.2 0.0 5.2 120 FTG ---- FE 0.0 9 28.7 0.0 54.0 0.0 0.022 TL 12.00 PV Pipe: 19 41.6 2.703 FL 12.00 PF 0.1 10 28.7 0.0 50.6 0.0 2.3 120 FTG ---- FE 0.0 11 28.7 0.0 50.5 0.0 0.005 TL 12.00 PV Pipe: 20 83.5 2.703 FL 13.00 PF 0.2 11 28.7 0.0 50.5 0.0 4.7 120 FTG ---- FE 0.0 12 28.7 0.0 50.3 0.0 0.018 TL 13.00 PV Pipe: 21 124.1 2.703 FL. 13.00 PF 0.5 12 28.7 0.0 50.3 0.0 6.9 120 FTG ---- PE 0.0 13 28.7 0.0 49.8 0.0 0.038 TL 13.00 PV Pipe: 22 156.6 2.703 FL 13.00 FE' 0.8 13 28.7 0.0 49.8 0.0 8.8 120 FTG ---- FE 0.0 14 28.7 0.0 49.0 0.0 0.058 TL 13.00 PV Pipe: 23 184.2 2.703 FL 12.00 PF 0.9 14 28.7 0.0 49.0 0.0 10.3 120 FTG ---- FE 0.0 15 28.7 0.0 48.1 0.0 0.079 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 13 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 148.0 2.703 FL 13.00 FE' 0.7 15 28.7 0.0 48.1 0.0 8.3 120 FTG ---- PE 0.0 16 28.7 0.0 47.4 0.0 0.053 TL 13.00 PV Pipe: 25 63.9 2.703 FL 12.00 PF 0.1 16 28.7 0.0 47.4 0.0 3.6 120 FTG ---- FE 0.0 17 28.7 0.0 47.3 0.0 0.011 TL 12.00 PV Pipe: 26 41.6 1.728 PL 259.17 PF 13.5 4 28.7 0.0 64.1 0.0 5.7 120 FTG 4T FE 0.0 20 28.7 0.0 50.6 0.0 0.044 TL 304.33 PV Pipe: 27 41.8 1.728 FL 259.17 PF 13.6 3 28.7 0.0 64.2 0.0 5.7 120 FTG 4T FE 0.0 11 28.7 0.0 50.5 0.0 0.045 TL 304.33 PV Pipe: 28 40.7 1.728 FL 264.00 PF 14.1 2 28.7 0.0 64.4 0.0 5.6 120 FTG .8E2T FE 0.0 12 28.7 0.0 50.3 0.0 0.043 TL 331.74 ?V Pipe: 29 32.5 1.728 FL 66.66 PF 2.8 5 28.7 0.0 60.3 0.0 4.4 120 FTG 4ET FE -0.3 18 29.2 0.0 57.2 0.0 0.028 TL 100.53 PV Pipe: 30 32.5 1.728 FL 199.33 FE' 7.7 18 29.2 0.0 57.2 0.0 4.4 120 FTG 9E2T FE 0.3 13 28.7 0.0 49.8 0.0 0.028 TL 272.71 PV Pipe: 31 27.6 1.728 FL 144.17 PF 4.4 6 28.7 0.0 57.6 0.0 3.8 120 FTG 8E2T FE -0.3 19 29.2 0.0 53.0 0.0 0.021 TL 211.91 PV Pipe: 32 27.6 1.728 FL 145.33 PF 4.2 19 29.2 0.0 53.0 0.0 3.8 120 FTG 6E2T FE 0.3 14 28.7 0.0 49.0 0.0 0.021 TL 201.78 PV Pipe: 33 70.5 1.728 FL 80.33 PF 14.1 7 28.7 0.0 55.5 0.0 9.6 120 FTG 3E2T FE -0.3 101 29.2 0.0 41.2 0.0 0.118 TL 119.84 PV Pipe: 34 70.5 1.728 FL 6.00 PF 0.7 101 29.2 0.0 412 0.0 9.6 1 120 FTG ---- FE 0.0 102 29.2 5.6 40.5 35.6 0.118 TL 6.00 PV Pipe: 35 34.8 1.728 PL 7.42 PF 0.2 102 29.2 5.6 40.5 35.6 4.8 120 FTG ---- PE 0.0 103 29.2 5.6 40.2 35.5 0.032 TL 7.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area lB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 -0.7 1.728 PL 7.00 PF 0.0 103 29.2 5.6 40.2 35.5 0.1 120 FTG ---- FE 0.0 lB 29.2 5.6 40.2 35.5 0.000 TL 7.00 PV Pipe: 37 -36.2 1.728 PL 23.00 PF 1.6 lB 29.2 5.6 40.2 35.5 5.0 120 FTG 4E PE 0.0 20 29.2 0.0 41.8 0.0 0.034 TL 45.58 PV Pipe: 38 -36.2 1.728 PL 147.33 PF 6.0 20 29.2 0.0 41.8 0.0 5.0 120 FTG E2T PE 0.3 15 28.7 0.0 48.1 0.0 0.034 TL 175.55 PV Pipe: 39 117.3 1.728 FL 74.33 PF 29.3 8 28.7 0.0 54.2 0.0 16.0 120 FTG 2T PE -0.3 104 29.2 0.0 24.7 0.0 0.302 TL 96.91 PV Pipe: 40 117.3 1.728 FL 9.00 PF 2.7 104 29.2 0.0 24.7 0.0 16.0 120 FTG ---- FE 0.0 1.5 29.2 0.0 22.0 0.0 0.302 TL 9.00 PV Pipe: 41 92.5 1.728 FL 1.00 PF 0.2 1.5 29.2 0.0 22.0 0.0 12.6 120 FTG ---- PE 0.0 106 29.2 5.6 21.8 26.2 0.194 TL 1.00 PV Pipe: 42 66.3 1.728 FL 10.00 PF 1.1 106 29.2 5.6 21.8 26.2 9.1 120 FTG ---- FE 0.0 107 29.2 5.6 20.8 25.5 0.105 TL 10.00 PV Pipe: 43 40.8 1.728 FL 2.92 PF 0.1 107 29.2 5.6 20.8 25.5 5.6 120 FTG ---- PE 0.0 1.8 29.2 0.0 20.6 0.0 0.043 TL 2.92 PV Pipe: 44 16.8 1.728 FL 7.08 PF 0.1 1.8 29.2 0.0 20.6 0.0 2.3 120 FTG ---- FE 0.0 109 29.2 5.6 20.6 25.4 0.008 TL 7.08 F'! Pipe: 45 -8.6 1.728 FL 7.00 PF 0.0 109 29.2 5.6 20.6 25.4 1.2 120 FTG ---- PE 0.0 1.10 29.2 0.0 20.6 0.0 0.002 TL 7.00 PV Pipe: 46 -32.6 1.728 PL 3.00 PF 0.1 1.10 29.2 0.0 20.6 0.0 4.5 120 FTG ---- FE 0.0 111 29.2 5.6 20.7 25.5 0.028 TL 3.00 PV Pipe: 47 -58.1 1.728 FL 10.00 PF 0.8 111 29.2 5.6 20.7 25.5 7.9 120 FTG ---- PE 0.0 23 29.2 5.6 21.5 26.0 0.082 TL 10.00 FV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF J03 TITLE: North Pointe tech Center, 2nd Floor Shell, Area lB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 -84.1 1.728 PL 134.83 PF 25.7 2B 29.2 5.6 21.5 26.0 11.5 120 FTG 2T PE 0.3 16 28.7 0.0 47.4 0.0 0.163 TL 157.41 PV Pipe: 49 24.8 1.080 PL 6.00 PF 2.4 1.5 29.2 0.0 22.0 0.0 8.7 120 FTG ET PE 0.0 105 29.2 5.6 19.6 24.8 0.168 TL 14.07 PV Pipe: 50 24.0 1.080 PL 6.00 PF 2.2 1.8 29.2 0.0 20.6 0.0 8.4 120 FTG ET PE 0.0 108 29.2 5.6 18.4 24.0 0.158 TL 14.07 PV Pipe: 51 24.0 1.080 PL 6.00 PF 2.2 1.10 29.2 0.0 20.6 0.0 8.4 120 FTG ET PE 0.0 110 29.2 5.6 18.4 24.0 0.158 TL 14.07 PV Pipe: 52 93.6 1.728 PL 74.33 PF 19.3 9 28.7 0.0 54.0 0.0 12.8 120 FTG 2T PE -0.3 112 29.2 0.0 34.4 0.0 0.199 TL 96.91 PV Pipe: 53 93.6 1.728 PL 10.00 PF 2.0 112 29.2 0.0 34.4 0.0 12.8 120 FTG ----- PE 0.0 113 29.2 5.6 32.5 31.9 0.199 TL 10.00 PV Pipe: 54 61.7 1.728 PL 10.00 PF 0.9 113 29.2 5.6 32.5 31.9 8.4 120 FTC ---- PE 0.0 114 29.2 5.6 31.5 31.4 0.092 TL 10.00 PV Pipe: 55 30.2 1.728 PL 10.00 PF 0.2 114 29.2 5.6 31.5 31.4 4.1 120 FTC ---- PE 0.0 115 29.2 5.6 31.3 31.3 0.025 TL 10.00 PV Pipe: 56 -1.1 1.728 PL 10.00 PF 0.0 115 29.2 5.6 31.3 31.3 0.2 120 FTC ---- PE 0.0 116 29.2 5.6 31.3 31.3 0.000 TL 10.00 PV Pipe: 57 -32.4 1.728 PL 10.00 PF 0.3 116 29.2 5.6 31.3 31.3 4.4 120 FTG ---- PE 0.0 3B 29.2 5.6 31.6 31.5 0.028 TL 10.00 PV Pipe: 58 -63.9 1.728 PL 134.83 PF 15.5 3B 29.2 5.6 31.6 31.5 8.7 120 FTG 2T PE 0.3 17 28.7 0.0 47.3 0.0 0.098 TL 157.41 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1B.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area lB NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 16080621 granted by NRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.098 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 14. PIPE FITTINGS TABLE Pipe. Table Name: ST1½NDiRD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfrVlv GatVlv AlvChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77 61.51. 16.40 5.47 42.37 42.37 47.84 WATER SUPPLY ANALYSIS / FLOW (GPM) 120.0 GL 00.0 A U G E 80.0 P R E S 60.0 U E 40.0 p S 20.0 —14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 13.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area lB WATER SUPPLY CURVE 108+ 99*\\\\\\\\\\\ 0 \\\\\\\\\\\\ * <945 psi @ 1177 gpm X Flow Test Point 90+ 81+ P 72+ R I E S I S 63+ U I R El 54+ ( I P. I S I I 45+ ) I 36+ 27+ 18+ LEGEND 'I I X = Required Water Supply 92.48 psi @ 715.5 gpm 9+ 0 = Available Water Supply 97.21 psi @ 715.5 gpm I' 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 REMOTE AREA 1C - 2nd FLOOR SHELL ONE NEAP SHIFT TOWARD PRIMARY MAIN AND SYSTEM PWED WITH INTERNAL HASS YZATURE FILE NUMBER: NORTH POINTE AREA 1C.SDF DATE: 9/15/06 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C WATER SUPPLY lE1%Tl!- 4W./t 4&)tT* iyetY) DATA it Sjsi SE S*i SOURCE STATIC 'REM. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 99.0 94.5 1177.0 97.8 570.0 65.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 570.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 320.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -1.0 SOURCE 65.3 570.0 HYD -1.0 HOSE STREAM 65.0 150.0 Ui -1.0 - - -- 64.9 - -- DCIN 3.0 - - - - 63.0 - - - DCOUT 3.0 - - - - 57.0 - - - U2 -1.0 - - - - 58.4 - - - DIP -1.0 - - - - 58.4 - - - BOR 1.0 HOSE STREAM 57.5 100.0 1ST 13.0 ---- 50.1 TOR 27.5 - - - - 43.8 - - - 1 28.7 - - -- 42.3 - -- 2 28.7 - - - - 41.3 - - - 3 28.7 - - - - 41.1 4 28.7 - - - - 41.1 5 28.7 - - - - 40.2 - - - 6 28.7 - - - - 39.3 7 28.7 - - - - 38.7 8 28.7 - - -- 38.3 9 28.7 - - -- 38.2 10 28.7 - - - - 29.8 - - - 11 28.7 - - - - 29.8 - - - 12 28.7 - - - - 29.6 - - - 13 28.7 - - - - 29.1 - - - 14 28.7 - - - - 28.5 - - - 15 28.7 - - - - 27.6 16 28.7 - - - - 26.8 17 28.7 - - - - 26.6 - - - 18 29.2 - - - - 36.9 19 29.2 - - - - 33.5 - - - 20 29.2 - - - - 31.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/14/2006 •C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area IC NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1.5 29.2 - - - - 30.8 - - - 1.8 29.2 - - - - 29.8 - - - 1.10 29.2 - - - - 28.9 101 29.2 - - - - 34.0 102 29.2 - - - - 33.8 - - - 103 29.2 - - - - 33.5 - - - 104 29.2 - - - - 31.4 - - - 105 29.2 - - - - 30.8 - - - 106 29.2 - - - - 30.7 - - - 107 29.2 - - - - 30.0 108 29.2 - - - - 29.8 - - 109 29.2 - - - - 29.4 - - - 110 29.2 - - - - 28.9 111 29.2 - - - - 28.7 - - - 112 29.2 - - - - 31.3 - - - 113 29.2 - - - - 30.6 - - - 114 29.2 - - - - 29.9 - - - 115 29.2 - - - - 29.2 - - - 116 29.2 - - - - 28.6 - - - Cl 29.2 K= 5.60 26.9 29.0 C2 29.2 K= 5.60 26.9 29.0 C3 29.2 K= 5.60 21.9 26.2 C4 29.2 K= 5.60 21.7 26.1 C5 29.2 K= 5.60 21.7 26.1 C6 29.2 K= 5.60 21.9 26.2 C7 29.2 K= 5.60 22.5 26.6 C8 29.2 K= 5.60 21.8 26.1 C9 29.2 K= 5.60 21.6 26.0 CIO 29.2 K= 5.60 21.6 26.0 Cli 29.2 K= 5.60 21.7 26.1 C12 29.2 K= 5.60 22.4 26.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 570.0 8.044 PL 105.00 PF 0.3 SRC -1.0 SRCE 65.3 (N/A) 3.6 150 FTG TG PE 0.0 IlYD -1.0 U.S. 65.0 150.0 0.002 TL 166.23 PV Pipe: 2 420.0 8.044 PL 92.00 PF 0.1 HYD -1.0 U.S. 65.0 150.0 2.7 150 FTG ---- PE 0.0 UI -1.0 0.0 64.9 0.0 0.001 TL 92.00 PV Pipe: 3 420.0 8.044 PL 25.00 PF 0.2 Ui -1.0 0.0 64.9 0.0 2.7 150 FTG 2ETG PE -1.7 DCIN 3.0 0.0 63.0 0.0 0.001 TL 142.75 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DCIN 3.0 0.0 63.0 0.0 6.0 psi, 420.0 gpm DCOUT 3.0 0.0 57.0 0.0 Pipe: 5 420.0 DCOUT 3.0 0.0 57.0 0.0 2.7 U2 -1.0 0.0 58.4 0.0 Pipe: 6 420.0 U2 -1.0 0.0 58.4 0.0 2.7 DIP -1.0 0.0 58.4 0.0 Pipe: 7 420.0 DIP -1.0 0.0 58.4 0.0 2.4 BOR 1.0 H.S. 57.5 100.0 Pipe: 8 320.0 BOR 1.0 H.S. 57.5 100.0 7.0 1ST 13.0 0.0 50.7 0.0 Pipe: 9 320.0 1ST 13.0 0.0 50.7 0.0 7.0 TOP. 27.5 0.0 43.8 0.0 Pipe: 10 320.0 TOR 27.5 0.0 43.8 0.0 7.0 1 28.7 0.0 42.3 0.0 Pipe: 11 112.6 1 28.7 0.0 42.3 0.0 6.3 2 28.7 0.0 41.3 0.0 8.044 PL 117.00 PF 0.3 150 FTG ETL PE 1.7 0.001 TL 220.62 PV 8.044 PL 10.00 PF 0.0 150 FTG E PE 0.0 0.001 TL 38.26 PV 8.510 PL 7.00 PF 0.0 140 FTG E PE -0.9 0.001 TL 39.72 PV 4.310 PL 27.00 PF 1.6 120 FTG 2EB PE -5.2 0.023 TL 71.60 PV 4.310 PL 24.50 PF 0.6 120 FTG ---- PE -6.3 0.023 TL 24.50 PV 4.310 PL 20.33 PF 1.1 120 FTG 2E PE -0.5 0.023 TL 48.20 PV 2.703 FL 10.42 PF. 0.9 120 FTG T PE 0.0 0.032 TL 29.07 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area IC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 75.7 2.703 PL 13.00 PF 0.2 2 28.7 0.0 41.3 0.0 4.2 120 FTG ---- PE 0.0 3 28.7 0.0 41.1 0.0 0.015 TL 13.00 PV Pipe: 13 37.8 2.703 PL 12.00 PF 0.1 3 28.7 0.0 41.1 0.0 2.1 120 FTG ---- PE 0.0 4 28.7 0.0 41.1 0.0 0.004 TL 12.00 PV Pipe: 14 207.4 2.703 PL 2.58 PF 2.1 1 28.7 0.0 42.3 0.0 11.6 120 FTG T PE 0.0 5 28.7 0.0 40.2 0.0 0.098 TL 21.23 PV Pipe: 15 174.0 2.703 PL 13.00 PF 0.9' 5 28.7 0.0 40.2 0.0 9.7 120 FTG ---- PE 0.0 6 28.7 0.0 39.3 0.0 0.071 TL 13.00 PV Pipe: 16 142.8 2.703 PL 12.00 PF 0.6 6 28.7 0.0 39.3 0.0 8.0 120 FTG ---- PE 0.0 7 28.7 0.0 38.7 0.0 0.049 TL 12.00 PV Pipe: 17 105.2 2.703 PL 13.00 PF 0.4 7 28.7 0.0 38.7 0.0 5.9 120 FTG ---- PE 0.0 8 28.7 0.0 38.3 0.0 0.028 TL 13.00 PV Pipe: 18 52.6 2.703 PL 12.00 PF 0.1 8 28.7 0.0 38.3 0.0 2.9 120 FTG ---- PE 0.0 .9 28.7 0.0 38.2 0.0 0.008 TL 12.00 PV Pipe: 19 37.8 2.703 PL 12.00 PF 0.1 10 28.7 0.0 29.8 0.0 2.1 120 FTG ---- PE 0.0 11 28.7 0.0 29.8 0.0 0.004 TL 12.00 PV Pipe: 20 75.7 2.703 PL 13.00 PF 0.2 11 28.7 0.0 29.8 0.0 4.2 120 FTG ---- PE 0.0 12 28.7 0.0 29.6 0.0 0.015 TL 13.00 PV Pipe: 21 112.6 2.703 PL 13.00 PF 0.4 12 28.7 0.0 29.6 0.0 6.3 120 FTG ---- PE 0.0 13 28.7 0.0 29.1 0.0 0.032 TL 13.00 PV Pipe: 22 146.0 2.703 PL 13.00 PF 0.7 13 28.7 0.0 29.1 0.0 8.2 120 FTG PE 0.0 14 28.7 0.0 28.5 0.0 0.051 TL 13.00 P11 Pipe: 23 177.2 2.703 PL 12.00 PF 0.9 14 28.7 0.0 28.5 0.0 9.9 120 FTG ---- PE 0.0 15 28.7 0.0 27.6 0.0 0.073 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 156.6 2.703 PL 13.00 PF 0.8 15 28.7 0.0 27.6 0.0 8.8 120 FTG ---- PE 0.0 16 28.7 0.0 26.8 0.0 0.058 TL 13.00 PV Pipe: 25 78.1 2.703 PL 12.00 PF 0.2 16 28.7 0.0 26.8 0.0 4.4 120 FTG ---- PE 0.0 17 28.7 0.0 26.6 0.0 0.016 TL 12.00 PV Pipe: 26 37.8 1.728 PL 259.17 PF 11.3 4 28.7 0.0 41.1 0.0 5.2 120 FTG 4T PE 0.0 10 28.7 0.0 29.8 0.0 0.037 TL 304.33 PV Pipe: 27 37.9 1.728 PL 259.17 PF 11.4 3 28.7 0.0 41.1 0.0 5.2 120 FTG 4T PE 0.0 11 28.7 0.0 29.8 0.0 0.037 TL 304.33 PV Pipe: 28 36.9 1.728 PL 264.00 PF 11.8 2 28.7 0.0 41.3 0.0 5.0 120 FTG 8E2T PE 0.0 12 28.7 0.0 29.6 0.0 0.036 TL 331.74 PV Pipe: 29 33.4 1.728 PL 66.66 PF 3.0 5 28.7 0.0 40.2 0.0 4.6 120 FTG 4ET PE -0.3 18 29.2 0.0 36.9 0.0 0.030 TL 100.53 PV Pipe: 30 33.4 1.728 PL 199.33 PF 8.1 18 29.2 0.0 36.9 0.0 4.6 120 FTG 9E2T PE 0.3 13 28.7 0.0 29.1 0.0 0.030 TL 272.71 PV Pipe: 31 31.2 1.728 PL 144.17 PF 5.5 6 28.7 0.0 39.3 0.0 4.3 120 FTG 8E2T PE -0.3 19 29.2 0.0 33.5 0.0 0.026 TL 211.91 PV Pipe: 32 31.2 1.728 PL 145.33 PF 5.3 19 29.2 0.0 33.5 0.0 4.3 120 FTG 6E2T PE 0.3 14 28.7 0.0 28.5 0.0 0.026 TL 201.78 PV Pipe: 33 37.5 1.728 PL 80.33 PF 4.4 7 28.7 0.0 38.7 0.0 5.1 120 FTG 3E2T PE -0.3 101 29.2 0.0 34.0 0.0 0.037 TL 119.84 PV Pipe: 34 37.5 1.728 PL 6.00 PF 0.2 101 29.2 0.0 34.0 0.0 5.1 120 FTG ---- PE 0.0 102 29.2 0.0 33.8 0.0 0.037 TL 6.00 PV Pipe: 35 37.5 1.728 PL 7.42 PF 0.3 102 29.2 0.0 33.8 0.0 5.1 120 FTG ---- PE 0.0 103 29.2 0.0 33.5 0.0 0.037 TL 7.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF J03 TITLE: North Pointe tech Center, 2nd Floor Shell, Area IC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 36 37.5 1.728 PL 30.00 PF 1.9 103 29.2 0.0 33.5 0.0 5.1 120 FTG 4E PE 0.0 20 29.2 0.0 31.6 0.0 0.037 TL 52.58 ?V Pipe: 37 37.5 1.728 PL 121.83 FE' 4.7 20 29.2 0.0 31.6 0.0 5.1 120 FTG E PE 0.0 Cl 29.2 5.6 26.9 29.0 0.037 TL 127.47 PV Pipe: 38 8.5 1.728 PL 10.00 PF 0.0 Cl 29.2 5.6 26.9 29.0 1.2 120 FTG ---- PE 0.0 C2 29.2 5.6 26.9 29.0 0.002 TL 10.00 PV Pipe: 39 -20.5 1.728 PL 15.50 PF 0.5 C2 29.2 5.6 26.9 29.0 2.8 120 FTG 2T FE 0.3 15 28.7 0.0 27.6 0.0 0.012 TL 38.08 PV Pipe: 40 52.6 1.728 PL 74.33 PF 6.6 8 28.7 0.0 38.3 0.0 7.2 120 FTG 2T PE -0.3 104 29.2 0.0 31.4 0.0 0.068 TL 96.91 PV Pipe: 41 52.6 1.728 PL 9.00 PF 0.6 104 29.2 0.0 31.4 0.0 7.2 120 FTG ---- FE 0.0 1.5 29.2 0.0 30.8 0.0 0.068 TL 9.00 PV Pipe: 42 52.6 1.728 FL 1.00 PF 0.1 1.5 29.2 0.0 30.8 0.0 7.2 120 FTG ---- FE 0.0 106 29.2 0.0 30.7 0.0 0.068 TL 1.00 PV Pipe: 43 52.6 1.728 FL 10.00 FE' 0.7 106 29.2 0.0 30.7 0.0 7.2 120 FTG ---- PE 0.0 107 29.2 0.0 30.0 0.0 0.068 TL 10.00 PV Pipe: 44 52.6 1.728 PL 2.92 PF 0.2 107 29.2 0.0 30.0 0.0 7.2 120 FTG ---- FE 0.0 1.8 29.2 0.0 29.8 0.0 0.068 TL 2.92 PV Pipe: 45 52.6 1.728 FL 7.08 PF 0.5 1.8 29.2 0.0 29.8 0.0 7.2 120 FTG ---- FE 0.0 109 29.2 0.0 29.4 0.0 0.068 TL 7.08 PV Pipe: 46 52.6 1.728 PL 7.00 PF 0.5 109 29.2 0.0 29.4 0.0 7.2 120 FTG ---- FE 0.0 1.10 29.2 0.0 28.9 0.0 0.068 TL 7.00 PV Pipe: 47 52.6 1.728 FL 3.00 PF 0.2 1.10 29.2 0.0 28.9 0.0 7.2 120 FTG ---- FE 0.0 111 29.2 0.0 28.7 00 0.068 TL 3.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 48 52.6 1.728 FL 99.33 PF 6.8 111 29.2 0.0 28.7 0.0 7.2 120 FTG ---- PE 0.0 C3 29.2 5.6 21.9 26.2 0.068 TL 99.33 PV Pipe: 49 26.4 1.728 PL 10.00 PF 0.2 C3 29.2 5.6 21.9 26.2 3.6 120 FTG ---- PE 0.0 C4 29.2 5.6 21.7 26.1 0.019 TL 10.00 PV Pipe: 50 0.3 1.728 PL 10.00 PF 0.0 C4 29.2 5.6 21.7 26.1 0.0 120 FTG ---- PE 0.0 C5 29.2 5.6 21.7 26.1 0.000 TL 10.00 PV Pipe: 51 -25.8 1.728 PL 10.00 PF 0.2 C5 29.2 5.6 21.7 26.1 3.5 120 FTG ---- PE 0.0 C6 29.2 5.6 21.9 26.2 0.018 TL 10.00 PV Pipe: 52 -52.0 1.728 PL 10.00 PF 0.7 C6 29.2 5.6 21.9 26.2 7.1 120 FTG ---- PE 0.0 29.2 5.6 22.5 26.6 0.067 TL 10.00 PV Pipe: 53 -78.6 1.728 PL 5.50 PF 4.0 C7 29.2 5.6 22.5 26.6 10.7 120 FTG 2T PE 0.3 16 28.7 0.0 26.8 0.0 0.144 TL 28.08 PV Pipe: 54 0.0 1.080 PL 6.00 PF 0.0 1.5 29.2 0.0 30.8 0.0 0.0 120 FTG ET PE 0.0 105 29.2 0.0 30.9 0.0 0.000 TL 14.07 PV Pipe: 55 0.0 1.080 PL 6.00 PF 0.0 1.8 29.2 0.0 29.8 0.0 0.0 120 FTG ET PE 0.0 108 29.2 0.0 29.8 0.0 0.000 TL 14.07 PV Pipe: 56 0.0 1.080 PL 6.00 PF 0.0 1.10 29.2 0.0 28.9 0.0 0.0 120 FTG ET PE 0.0 110 29.2 0.0 28.9 0.0 0.000 TL 14.07 PV Pipe: 57 52.6 1.728 FL 74.33 PF 6.6 9 28.7 0.0 38.2 0.0 7.2 120 FTG 2T PE -0.3 112 29.2 0.0 31.3 0.0 0.069 TL 96.91 PV Pipe: 58 52.6 1.728 PL 10.00 PF 0.7 112 29.2 0.0 31.3 0.0 7.2 120 FTG ---- PE 0.0 113 29.2 0.0 30.6 0.0 0.069 TL 10.00 PV Pipe: 59 52.6 1.728 FL 10.00 PF 0.7 113 29.2 0.0 30.6 0.0 7.2 120 FTG ---- PE 0.0 114 29.2 0.0 29.9 0.0 0.069 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 60 52.6 1.728 PL 10.00 PF 0.7 114 29.2 0.0 29.9 0.0 7.2 120 FTG ---- PE 0.0 115 29.2 0.0 29.2 0.0 0.069 TL 10.00 PV Pipe: 61 52.6 1.728 PL 10.00 PF 0.7 115 29.2 0.0 29.2 0.0 7.2 120 FTG ---- PE 0.0 116 29.2 0.0 28.6 0.0 0.069 TL 10.00 PV Pipe: 62 52.6 1.728 PL 99.33 PF 6.8 116 29.2 0.0 28.6 0.0 7.2 120 FTG ---- PE 0.0 CS 29.2 5.6 21.8 26.1 0.069 TL 99.33 PV Pipe: 63 26.5 1.728 PL 10.00 PF 0.2 C8 29.2 5.6 21.8 26.1 3.6 120 FTG ---- PE 0.0 C9 29.2 5.6 21.6 26.0 0.019 TL 10.00 PV Pipe: 64 0.5 1.728 PL 10.00 PF 0.0 C9 29.2 5.6 21.6 26.0 0.1 120 FTG ---- PE 0.0 C10 29.2 5.6 21.6 26.0 0.000 TL 10.00 PV Pipe: 65 -25.5 1.728 PL 10.00 PF 0.2 C10 29.2 5.6 21.6 26.0 3.5 120 FTG ---- PE 0.0 Cli 29.2 5.6 21.7 26.1 0.018 TL 10.00 PV Pipe: 66 -51.6 1.728 PL 10.00 PF 0.7 Cii 29.2 5.6 21.7 26.1 7.1 120 FTG ---- PE 0.0 C12 29.2 5.6 22.4 26.5 0.066 TL 10.00 PV Pipe: 67 -78.1 1.728 PL 5.50 PF 4.0 C12 29.2 5.6 22.4 26.5 10.7 120 FTG 2T PE 0.3 17 28.7 0.0 26.6 0.0 0.142 TL 28.08 PV NOTES: (11 Calculations were performed by the HFSS 7.6 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.113 gpzn. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.6 ft/sec at pipe 14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/14/2006 C:\HASS DATA\NORTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C (4) a. System remote area HAS been proven or 'peaked'. Minimum pressure at any sprinkler: 21.557 psi Minimum pressure with remote area shifted one sprinkler space toward right cross main: 21.706 psi Remote area is located adjacent to left 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 8.044 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 8.510 24.60 47.84 17.77, 61.51 16.40 5.47 42.37 42.37 47.84 WATER SUPPLY ANALYSIS 120.0 G 00.0 A U G E 80.0 P S S 60.0 U E 40.0 p S 20.0 HE -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/14/2006 C:\HASS DATA\NQRTH POINTE AREA 1C.SDF JOB TITLE: North Pointe tech Center, 2nd Floor Shell, Area 1C WATER SUPPLY CURVE 108+ 0 * <-94.5 psi @ 1177 gpm Flow Test Point 90+ 81+ P 72+ R E S I X S 63+ U I R I E I 54+ P I' S I 45+ 36+ 27+ 18+ LEGEND K = Required Water Supply I 65.33 psi @ 570.0 gpm 9+ IT I 0 = Available Water Supply 11 I 97.82 psi @ 570.0 gpm IT 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 ¼ MHY 17 005 8:48API HP LflSERJET 3200 I4 PGtS ZZEIEIGBW cc :c i r,. Check .i Mo it Cock Cover Seat Disc Check Assembly' Module 11111 For Non-Health Hazard Applications j Job Name Job Location Engineer Approval Series 709DCDA Double Check Detector Assemblies Sizes: 3"-1O"(80- 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance wittv water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of'nonpotabla 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 .inderground that hiatQrically create great annual cost due to Waste. provide a detection point for unauthorized use. It can help leeate iIlgal tars. MOdtilei checkdësigti cartcept facilitates mahtehance and assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, %' i 314. ti 5 JL 1 grMl Mmw and ttsfityfiletetcock Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance ! l)es?gl3 simpfrcfty for easy maintenance .Furnished with W x 3/4' (1.6 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 IJLJFM approved with ULI'FM approved OSY shutoff valves; The auxiliary line shall consist of an approved backilow pr'enter 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 atthe University of Southern California. Assembly shall be a Watts Regulator Company geries 109DCDA Contractor Approval Contractor's P.O. No. Representative Features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. First and second check valve spring modules are not inter- changeable. Now Available WattsBox Insulated Enclosures. Fur more inferrna ion, send kr iãtiire ES-WE. IhFORTAIft INQUIRE tWill 66&A&AURIURIIIES F1RL04LbVSTA!.LA77aVR1?8.flS Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with-out prior notice and without incurring any obligation to make duch changes and modifications on Watts products previously or subsequently sold. Materials Body: Epoxy coated cast iron Seat: Bronze Disc Holder: Bronze 11flt Stainless steel Check Valve Discs: Rubber Test Cocks: Bronze Models Suffir OSY - UL/FM outside stem and yoke resilient seated gate valves OFM - cubic pr minute meter GPM - gallons per minute meter LF - 4 - 10' (100 - 250mm) without shutoff valves DimensiôñS - Weight ressure - Fempevature Temperature Range: 33"F - 110"F (5"- 43"C) continuous, 140"F (6(TC) hmfrlt Maximum WorkingPressure: 17.5ps1 12J)6 bar) jr AWWA Standard C510 AppMvals- ~O:s C QL) US IpIpt 8.84 ion Approved by the foundation for Cr s-Cnnection CQntrol and Hydraulic Research at the University of Southern California. Sizes 4" -1(Y j100 - 2501t11) ätbJed br %1btIbnt8I slid vertical "flow up".. Size 3" (76mm) approved for horizontal only. Factory Mutual approved 4" - tO" vertical "flow up". H------- In. an In. A mm C In. mm U In. mm E In. mm In. L mm In. R mm I In. mm In. U" mm VoSYtates m. ksj& 3 50 40. 1016 18% 479 3½ 89 12 305 24 610 14 $56 3 76 14 356 190 86 4 100 52 1321 22~ 5.7.8 3~ 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 "2½ 1588 80¼ i 5 4 114 21 533 41½ 1054 16 406 1½ 191 16 406 721 330 B 200 75 1905 37~ 959 5½ 140 26 660 52 1321 17 432 .9 229 21 533 1327 602 10 250 90 2286 453/4 1162 1 61h 165 t 32 813 64 1626 18 457 10¼ 260 1 25 635 2093 949 * Service clearance for check assembly from center. tVVFM appmyed tacJflQw preveuiters.must inclutM ppnv&LQY. tapadty *Typical maximum system flow rate (7.5ft/See.) *UL rated how _ ___•__.___= I___._. ••t u ___•.... . i••u ______•_________. _____• - -n-- : r MW —= =-- ---- ------- ---- :_;:: IUIb R i •i ! U J• rI Ii ..• ---- '--- • 1 • I_____ _____l_ I--•—. I__ -----• Aso(oc)2_5-o Paramount FIRE SYSTEMS, INC. North Point Tech Center 6183 El Camino Real Carlsbad, CA, 92008 AUTOMATIC WET FIRE SPRINKLER SYSTEM Material Submittal Table of Contents SECTION I: MATERIAL Sprinkler Heads Valves & Gauges Grooved Fittings Steel Pipe & Fittings Hangers & Seismic Assemblies Electrical & Accesi Fire Stopping zt CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with applicable regulations. The stamping of the pla shall not be held to permit ora' coy . e violation of any low. Page# I - 10 11-17 18 -29 30-37 38-47 48 -52 53 -55 •1 P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqco: I Fire.4, Building I Pro ducts Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 28,42,56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20(1/2 inch NPT)or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP78O WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TYII3I - Upright 2.81K, 1/2"NPT TY1231 - Pendent 2.81K, 1/2"NPT TY2131 - Upright 4.21K, 1/2"NPT TY2231 - Pendent 4.21K, 1/2"NPT TY3131 - Upright 5.61K, 1/2"NPT TY3231 - Pendent 5.61K, 1/2"NPT TY4131 - Upright 8.01K, 314'NPT TY4231 - Pendent 8.01K, 314"NPT Page 1 of 10 APRIL, 2006 TFPI7I Page 2oflO TFPI7I ESCUTCHEON 7/16 (11,1 mm) PLATE SEATING 1/2 ** NOMINAL SURFACE MAKE-IN NPT 2-1/4" (57,2 mm) 1-9 (39,7 mm) STYLE 10 or 20 RECESSED ESCUTCHEON SSU* DEFLECTOR 6 7/16" L W NOMINAI 1,1mm) I I 2 _5 MAKE-IN 2-3/16" WRENCH (55,6mm) , 1 FLATS ____________ , 7 1/2" NPT** SSP DEFLECTOR - 2-7/8" (73,0 mm) DIA. PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4- Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TYII3I) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 7116'(11,1 mm) PLATE SEATING 1/2" ** NOMINAL SURFACE MAKE-IN \NPT 2-3/16" (55,6 mm) (38,11 mm) 1-1/2" STYLE 100r20 RECESSED ESCUTCHEON SSU* DEFLECTOR L; 7/16" (11,1 mm) I 1 NOMINAL MAKE IN 2-3/16" WRENCH __ (55,6 mm) FLATS 1/2" NPT** I SSP DEFLECTOR - 2-7/8" (73,0 mm) DIA. 6* PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT(TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFPI7I Page 3 o110 ESCUTCHEON 7116'(11,1 mm) PLATE SEATING 1/2 ** NOMINAL SURFACE MAKE-IN 2-3/16" \ NPT (55,6 mm) 1-1" (38,11 mm) STYLE 10or20 RECESSED ssi ESCUTCHEON DEFLECTOR I 7/16' (11,1 mm) I NOMINAL MAKE IN 2-3/16" WRENCH __ (55,6 mm) FLATS 1/2" NPT I SSP DEFLECTORW - 2-7/8" (73,0 mm) DIA, 6* PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION - Frame 3 - Sealing 4- Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3 131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2(12,7mm) STYLE 30 or 40 PLATE SEATING ,,,, NOMINAL RECESSED * SURFACE MAKE-IN ESCUTCHEON SSU NPT DEFLECTOR (58, mm) NOMINAL 4 FLATS 3 SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA. 3/4 NPT** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Page 4 of 10 TFPI7I SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITE""" IPOLYESTER 2.8 1/2 PEN DENT (TY1231) and UPRIGHT (TYII3I) 135"F/57"C Orange 1,23,5 155"F/68°C Red 175"F/79"C Yellow 200"F/93"C Green 286"F/141°C Blue NPT RECESSED PENDENT (TY1231)* Figure 5 135"F/579C Orange 1, 2, 5 155"F/68"C Red 175"F/79"C Yellow 200"F/93"C Green RECESSED PEN DENT (1Y1231)** Figure 6 135"F/57°C Orange 155"F/68"C Red 175"F/79"C Yellow 200"F/93"C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (1Y2131) 135"F/57°C Orange 1,2 155"F/68°C Red 175" F/79"C Yellow 200"F/93"C Green 286°17/141°C Blue RECESSED PENDENT (TY2231)* Figure 7 135"F/57"C Orange 155"F/68"C Red 175" F/79"C Yellow 200"F/93"C Green RECESSED PEN DENT CY2231* Figure 8 135"F/57"C Orange 155"F/68"C Red 175"F/79"C Yellow 200"F/93"C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Re- sponse Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2 NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/psil'2 (40,3 LPM/bar112) K = 4.2 GPM/psill2 (60,5 LPM/barll2) K = 5.6 GPM/ps1112 (80,6 LPM/bar112) K = 8.0 GPM/psi112 (115,2 LPM/bar112) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ............Bronze Button ........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ..............Glass Compression Screw .....Bronze Deflector .......Copper/Bronze Bushing (K=2.8) .......Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. .4- TFPI7I Page of 10 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED WHITE 1POLYESTER LEAD COATED 5.6 1/2" PENDENT (TY3231) and UPRIGHT (T'3131) 135F/57°C Orange 1,2,3,4,5,6,7 1,2,3,5 155°F/68°C Red 175°F/79°C Yellow 200F/93°C Green 286'171141 *C Blue NPT RECESSED PENDENT (TY3231)* Figure 9 135F/57°C Orange 1,2,4,5 N/A 155F/68C Red 175F/79C Yellow 200°F/93c Green RECESSED PENDENT (TY3231)** Figure 10 135°F/57°C Orange 1, 2, 3,4,5 I I I I I 1,2,4,5 Green N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C 8.0 3/4" PEN DENT (TY4231) and UPRIGHT (TY4131) 135F/57C Orange 1,2,3,4, 5,6, 7 1,2,5 155F/68C Red 175°F/79°C Yellow 200F/93C Green 286°F/141°C Blue NPT RECESSED PENDENT (TY4231)* Figure 11 135°F/57°C Green 1,2,4,5 N/A 155F/68C Orange 175°F/79°C Red 200°F/93°C Yellow RECESSED PENDENT (TY4231)** Figure 12 135F/57C Orange 1,2,3,4,5 N/A 155°F/68°C Red 175°F/79°C Yellow 200F/93C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporati6n (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. *** Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS Page 6 of 10 TFPI7I SPRINKLER FINISH K TYPE NATURAL I CHROME WHITE LEAD BRASS PLATED POLYESTER I COATED PENDENT (1Y3231) and 2.8 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2 RECESSED PENDENT NPT (1Y323) PENDENT (TY4231) and 4.2 UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A 3/4,, RECESSED PENDENT NPT (TY4231) PENDENT (TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 UPRIGHT (TY3131) OR 1/2" 175 PSI (12,1 BAR) RECESSED PENDENT NPT (TY323) (SEE NOTE 1) N/A PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8.0 UPRIGHT (TY4131) 3/4,, RECESSED PENDENT NPT (1Y4231) N/A NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/570C to 3/32 inch (2,4 mm) for the 286°F/14 1°C temperature ratings. A leak tight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING CLOSURE SERIES t \ - MOUNTING SURFACE CLOSURE- SERIES 2-7/8" DIA. (73,0 mm) 3/4(19,1 mm) 2-1/4" DIA. 1/4 (6,4 mm) (57,2 mm) 7-1 MOUNTING V ' rLmu 1/8" (3,2 mm) 1-114'(31,8 mm) 3/4(19,1 mm) 2-7/8" DIP.. (73,0 mm) 1/2(12,7mm) 2-1/4" DIA. 1/4'(6,4 mm) I (57,2 mm) MOUNTING - DI ATC I (%32 1 m) j 1-1/4" (31,8 mm) 1(25,4mm) TFPI7I 2-7/8 DIA 5/8±1/4 (73,0 mm) 3/4'(19,1 mm) (1 5,9±6,4 mm). -_ 2-1/4" DIA. 1/4'(6,4 mm) FACE OF _571,2 mm) MOUNTING SPRINKLER PLATE - FITTING 1/8" (3,2 mm) MOUNTING SURFACE/ CLOSURE SERIES 1-5/16" (33,3 m4 ml 13/16" (20,6 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL. ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT Page 7 of 10 2-7/8" DIA. (73,0 mm) 1/2±1/8" 1/2(12,7mm) r (12,7±3,2 mm) 2-1/4" DIA. I 1/4".(64 mm) FACE OF 57,2 mm) MOUNTING SPRINKLER __ PLATE FITTING 1/8" (3,2 mm) __ CLOSURE SERIES if 'I MOUNTING SURFACE/// / Tl.S/l6 (33,3 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2K-FACTOR, 1/2 INCH NPT Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects, otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random Page 8 of 10 2-7/8 DIA. (73,0 mm) 3/4'(19,1 mm) 2-1/4" DIA. 1/4 (6,4 mm) (57,2 mm) MOUNTING c 1/8" (3,2 mm) 1-114'( 1 ,8 mm) 3/4(19,1 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WiTH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6K-FACTOR, 1/2 INCH NPT TFPI7I . 2-7/8" DIA. - 1/1/8" (73,0 mm) 1/2'(12,7 mm) r (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I FACE OF mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING if SURFACE SERIES 1-1/4'(31,8 mm) CLOSURE TY-FRB 1" (25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING 2-7/8" DIA. (73,0 mm) 3/ 2-1/4" DIA. 1 4 /4" (6,4 mm) (57,2 mm) MOUNTING - (19,1 mm) DI AT 2-7/8" DIA 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF T (57,2 mm) MOUNTING PTE SPRINKLER FITTING t r~ (32mm MOUNTING SURFACE CLOSURE SERIES TY-FRB 1-5/16" (33,3 mm) 13/16(20,6 mm) \ - MOUNTING SURFACE CLOSURE SERIES TY-FRB JIL $ 1-5/16" (33,3 mm) 1-1/16' (27,0 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 KLFACTOR, 3/4 INCH NPT sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 9 of 10 PIN 57-XXX-X-XXX I L MODEL/SIN 330 2.8K UPRIGHT (1/2"NPT) TYI131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2NPT) 1Y2131 341 4.2K PENDENT (1/2NPT) 1Y2231 370 5.6K UPRIGHT (1/2NPT) TY3131 371 5.6K PENDENT (1/2"NPT) 1Y3231 390 8.0K UPRIGHT (3/4"NPT) TY4131 391 j 8.0K PENDENT (3/4"NPT) TY4231 I I I SPRINKLER L1 135 1 NATURAL BRASS 4 WHITE POLYESTER 3 WHITE (RAL9010)* 9 CHROME PLATED 7 LEAD COATED I 155 175 200 286 RATING TEMPERATURE 155°F/68°C 175°F/79°C 200*F/93*C 286°F1141°C * Eastern Hemisphere sales only. TABLED PART NUMBER SELEC110N SERIES TY-FRB PENDENTAND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify*) fin- ish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 10 of 10 TFPI7I TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Dimensions - Weights Size A B C Wt. Lbs. ½" 2.05 2.60 2.09 .66 %" 2.36 2.70 2.24 .83 I" 2.68 3.50 2.46 1.50 1W 3.08 3.85 2.85 2.13 1½" 3.46 4.30 3.22 3.06 2" 4.00 5.10 3.43 4.88 Globe Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model Fl 5 Soft Seat Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model Fl 5 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model Fl 5 Soft Seat Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model Fl 5 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) Bronze Globe Valves No. 27.1.0 Central Sprink No. 4.5.0 Bill of Materials Item Description Material Specification I Body Bronze ASTM B-62 2 Bonnet Bronze ASTM B-62 3 Stem Brass Rod ASTM B-I6 4 Disc Holder Brass Rod ASTM B-16 5 Seat Disc NBR Commercial 6 Disc Holder Nut Brass Rod ASTM B-16 7 Disc Nut Brass Rod ASTM B-16 8 Packing Nut Brass Rod ASTM B-16 9 Packing Gland Brass Rod ASTM B-16 10 Packing PTFE Commercial 11 Hand wheel Cast Iron ASTM A-1 26-B 12 Ident. Plate Aluminum ASTM B-209 13 Wheel Nut Brass Rod ASTM B-16 fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model number, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm l foot =0.3048m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm I psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. © 1991 Central Sprinkler Company Printed in U.S.A. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 F15.0 Dimensions - Weights Size A B C (closed) Wt. (Ibs) ½" 1.08 2.10 3.09 .69 1.24 2.41 3.30 .94 1.49 2.75 3.80 1.76 1¼" 1.75 2.90 4.40 2.50 1½" 1.97 3.25 4.65 3.26 2.20 3.68 5.90 5.32 Angle Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F16 Bronze Angle Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F16 Bronze Angle Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F16 Bronze Angle Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F16 Bronze Angle Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F16 Bronze Angle Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non- Domestic) Bronze Angle Valves No. 27-2.0 Central Sprink No. 4-6.0 Bill of Materials Item Description Material Specification I Wheel Nut Brass ASTM B-16 2 Name Plate Aluminum Commercial 3 Hand Wheel Cast Iron ASTM A-126 4 Stem Brass ASTM B-16 5 Packing Nut Brass ASTM B-16 6 Gland Packing Teflon* 7 Bonnet Bronze ASTM B-62 8 Disc Bronze ASTM B-62 9 Disc Nut Brass ASTM B-16 10 Body Bronze ASTTv1 B-62 11 Seat EPDM Commercial 12 Washer Brass ASTM B-16 13 Nut Brass ASTM B-16 *Teflon is registered trademark of the DuPont Corporation. fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model number, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg I foot pound = 1.36 Nm I psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F16.0 Bill of Materials Item Description Material Specification I Body Bronze ASTM B-62 2 Hand Wheel. Cast Iron ASTM A-1 26-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non-Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 2.45 L !i 3-Way Globe Valves 1/4 Inch Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F17 3-Way Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F17 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3-Way Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model Fl 7 3-Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) 3-Way Bronze Globe Valves No. 27.3.0 Central Sprink No. 4.7.0 flOrdering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending Conversion Table: 1 inch = 25.400 mm l foot =0.3048M 1 pound = 0.4536 kg 1 foot pound= 1.36 Nm I psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. © 1991 Central Sprinkler Company Printed in U.S.A. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 F17.O I Pressure Gauges .Model UA - Water Pressure Gauge. Range::0 to. 300 psi in 5 psi incrémeñts, and 0 to 2000 kPa.in...50 kPa increments. 1/4":NPT male pipe connection. Case: 31/2" diameter.:..:Height.: 4?/4". Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved 01 Jul D 22 17 As" Model UA - Air Pressure Gauge Range 0 to 80 psi in 1 psi increments, and 0 to 550 kPa in 10 kPa increments. Retard to 250 psi and 1750 kPa. .1/4" NPT male pipe connection. Case: 3½" diameter.. Height: 43/4" Accuracy: ANSI B40.1 Grade B (3-2-30/o) Underwriters Laboratories Listed Factory Mutual Approved The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association Factory Mutual Research Corporation, or other similar organizations and also with-the provisions of governmental codes or ordinances Whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years and are instated and serviced by the most highly quahfied and reputable sprirkler contractors located throughout the United States, Canada and toreign.countries. Manufactured by - The Reliable Automatic Sprinkler Co Inc ffe0c1dPper •• (800)431-1588 Sales Offices .tiflt8dftIUS;4 fl e ii UI e (800) 848..6051 . Sales Fax (914) 668-3470 Corporate Offices ...Re.ks!on lines Indicate updated.or:new data . . hf.rellablesprinkiér.com Internet Address .............. PG. Printed in U.S.A. 11/98 tqcci /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Fire Protection FL PC- VdS Submittal Sheet for Pressure Rating and Listing/Approval Information The grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. WARNING The Fittings described herein must be installed and maintainedincompliance with thisdocument, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing/ Approval information. Material: Cast: Figures: 201,210,219,250,260,501,510, 519, 51 ODE, 501S, 510S and 519S - Ductile iron conforming to ASTM A-536, Grade 65-45-12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321, 327, 341 and 350 - Carbon Steel, (Sizes 11/4" -6" are Schedule 40); (Sizes 8" - 12" are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, wall thickness, and size, Grinnell Grooved Piping Products, valves, accessories and other products are available throughouttheU.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractororproduct manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paidforand properly installed and maintained under normal use and service. This warranty will expire ten (10) yearsfrom date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any otherobligation in connectionwith the sale of products or parts of products. Tyco Fire Productsshallnotbe responsibleforspdnklersystem design errors orinaccurateorincompleteinformation supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER1YCO FIREPRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE 11FOREGOIM WARRANTY IS MADE INUEUOF ANY AND ALL OMM WARRANTIES E.k7I Wi IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A FAR TX" PL9LP1E. Page 1 of 6 September 2004 TFP1810 Figure 201 Figure 210 Figure 219 Figure 260j 45° Elbow 90° Elbow Tee En Cap Nominal C to E Appx. Wt C to E Appx. Wt. C to E Appx Wt. E to E Appx. Wt Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. mm Kg. 1 /4 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 44.5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 1112.. 1 7 1.1 2.75 1.2 1.8 0.88 0.6 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 2 75 1.8 3.25 2.0 2.7 0.88 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2/2 2.25 2.2 3.75 3.0 3.75 5.8 0.88 0.9 57.2 1.0 95.3 .1.4 95.3 2.6 22.4 0.4 76.1 mm 2.25 2.2 3.75 3.0 3.79'- 5.8 0.94 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 108.0mm 2.88 5.5 4.75 8.5 4.75 11.5 73.0 2.5 120.7 3.9 120.7 5.2 - - 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 127.0 3.9 127.0 5.4 1 25.4 1.2 133.0mm 3.25 7.7 5.25 11.3 5.25 10.6 82.6 3.5 133.4 5.1 133.4 4.8 - - 139.,mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 2.1 51, 3.25 8.5 5.50 13.5 5.50 17.0 1.00 5.0 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 159.0mm 3.50 12.0 6.00 14.6 6.00 13.9 88.9 5.4 152.4 6.6 152.4 6.3 - - 165.1 mm 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 6 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 216.3mm 4.25 23.0 7.75 36.5 7.75 45.0 108.0 10.4 196.9 16.6 196.9 20.4 - - 8.. 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 10..120.7 4.75 31.0 9.00 60.0 9.00 72.1 1.25 20.0 14.1 228.6 27.2 8.6 32.7 31.8 9.1 12 5.25 40.0 10.00 67.0 .00 r254 92.5 1.25 36.0 133.4 18.1 254.0 30.4 .0 42.0 31.8 16.3 t -Available with tapped plugs, contact Tyco Fire & Building Products. Friction Resistance* (Expressed as Equivalent Straight Pipe) Elbow The Size 90° 1 45° Branch Run Inches Feet Feet Feet Feet MM Meters Meters Meters Meters 11/4 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 11/2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8, 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 6.5 3.3 16.3 6.5 108.0mm 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 8.0 4.0 20.0 8.0 133.0 2.4 1.2 6.1 2.4 139.7 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.0 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165.1mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 13.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 13.1 6.6 32.8 13.1 V73. 4.0 2.0 10.0 4.0 16.5 8.3 41.3 16.5 5.0 2.5 12.6 5.0 19.9 9.9 49.7 19.9 6.1 3.0 15.1 6.1 Cto Figure 201 Figure 210 -C to E-.l fCJE Figure 219 ,EtoE- Figure 260 260 Page 2of6 TFP 1810 Figures 201, 210, 219, and 260 For reducing tees and branches, use the value that is corrosponding to the branch size. Exanple: for 8 x 8 x 2 tee, the branch value 2 is 8.0 feet. * Friction resistance for all elbows and tees except Figures 5105 and 519S. Figure 501S Friction Resistance 501S, 510S & 519S (Expressed as Equivalent Straight Pipe) Elbow Tee Size 90° 1 45° Branch Run Inches Feet Feet Feet Feet MM Meters Meters Meters Meters 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 4.1 2.1 10.3 4.1 761 °°° 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 139 7"°° 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 165 1 s 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 9.9 168.3 3.0 5.0T24.8 1.5 3.0 8 13.1 E6.6 4.0 13.1 219.1 2.0 4.0 II Page 3 of 6 TFP 1810 Figures 501,510,519 and 51 ODE Cl E LE Figure 501 .- C to E Figure 510 !-CtOE C to Figure 51 CIO toE- Figure 51 ODE Figure 501 Figure 510 Figure 519 Figure 510DE 45° Elbow 90° Elbow Tee 90° Drain Elbow N Nominal C to E Appx. Wt. 13F Appx. Wt. !16F Appx. Wt. A Appx. Wt Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 11/4" 1.75 0.9 2.75 1.0 2.75 1.4 44 0.4 69.9 0.5 69.9 0.6 - - - - 1 /2 1.75 1.1 2.75 1.2 2.75 1.8 44.5 0.5 69.9 0.5 69.9 0.8 - - - - 2 2.00 1.8 3.25 2.0 3.25 2.7 50.8 0.8 82.6 0.9 82.6 1.2 - - - 21/2" 2.25 2.2 3.0 5.8 3.75 2.00 2.7 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 1.7 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 A-72757- 5.9 6 0 12.0 0 18.5 26.0 6.50 3.92 13.4 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 6.1 8.. -4.25 23.0 -7:7 36.5 77 45.0 7.75 4.95 26.3 108.0 10.4 196.9 16.6 196.9 20.4 196.9 125.7 1 11.9 Figures 501S, 510S and 519S Figure 510S* Figure 519S* Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee Nominal C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 2 2.00 1.8 2.75 1.5 2.75 2.1 50.8 0.8 69.9 0.7 69.9 1.0 2/2 2.25 2.2 3.00 2.2 3.00 3.0 57.2 1.0 76.2 1.0 76.2 1.4 76.1 2.25 2.2 3.00 2.3 3.00 3.1 57.2 1.0 76.2 1.0 76.2 1.4 2.50 3.5 3.38 3.0 3.38 4.1 63.5 1.6 85.9 1.3 85.9 1.9 3.00 5.2 4.00 5.6 4.00 7.7 76.2 2.4 101.6 2.6 101.6 3.5 139.7 3.25 7.7 4.88 8.6 4.88 12.0 82.6 3.5 124.0 3.9 124.0 5.4 3.25 8.5 4.88 8.8 4.88 12.0 82.6 3.9 124.0 3.9 124.0 5.4 165.1 3.50 12.0 5.50 11.00 5.50 15.0 88.9 5.4 139.7 5.0 139.7 6.8 6 3.50 12.0 5.50 11.2 5.50 15.2 88.9 5.4 139.7 5.1 139.7 6.9 8.. 4.25 23.0 6.88 23.4 6.88 31.2 108.0 10.4 174.8 10.6 174.8 14.2 Note: Figure 510S end 519S fittings are special snort radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe interteresceo at the bolt pads which requires repositioning of the coupling orientation. The use of flange adapters is not recommended with Figsres 510S and 519S fittings. Contact Tyco Fire Products for details. Figure 250 Cast to E-1 B _ Figure 350 Fabricated Sizes 3" to 6" toE-1 -a Figure 350 Fabricated Sizes 8" to 12" Pi )e Nominal Dimensions Net 0. D. Takeout Center to End Size Outlet Wt. A B C D Inches NPT* Inches Inches Inches Inches Lbs. Inches mm mm mm mm Kg. /2 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 1.25 1.75 1.89 0.77 1.900 48.3 31.8 44.5 48.0 0.3 1 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 1/2 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 1.25 1.75 1.89 0.92 2 2.375 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 1/2 1.47 1.97 1.89 1.28 373 50.0 48.0 0.6 3/4 1.47 1.97 1.89 1.28 21/2 2.875 k34.8 73.037.3 50.0 48.0 0.6 1 1.37 2.00 2.02 1.50 50.8 51.3 0.7 1 Page 4 of 6 TFP 1810 Figures 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal F to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. "2x 11/4 2.50 63.5 1.0 0.5 *139.7mmX3 3.50 88.9 4.2 1.9 "6x5 4.00 101.6 5.8 2.6 *2 x 1½ 2.50 63.5 1.3 0.6 " 1397 x 3.50 88.9 4.4 2.0 8 x 2 5.00 1270 12.2 5.5 x 2 2.50 63.5 1.2 0.5 5 x 11/2 3.50 88.9 4.6 2.1 8 x 21/2 5.00 127.0 12.1 5.5 *76.1 x 1½ 2.50 63.5 1.5 0.7 x 2 3.50 88.9 4.6 2.1 8 x 5.00 127.0 12.0 5.5 *761 x 2 2.50 63.5 1.6 0.8 5 x 2½ 3.50 88.9 4.5 2.0 8 x 5.00 1270 11.9 5.4 3 x 1¼ 2.50 63.5 1.3 0.6 x 3.50 88.9 4.4 2.0 8 x 5.00 1270 11.3 5.1 3x1½ 2.50 1.3 "5x4 3.50 4.5 8x6 5.00 10.8 63.5 0.6 88.9 2.0 1270 4.9 "3x2 2.50 63.5 1.3 0.6 *165.1mmX3 4.00 101.6 5.5 2.5 10x4 6.00 152.4 21.9 10.0 "3x2½ 3.00 76.2 1.5 0.7 *165.1m.x4 4.00 101.6 6.0 2.7 10x5 6.00 152.4 21.6 9.8 *3X76.lmm 3.00 76.2 2.0 0.9 "1651 x1397 4.00 101.6 5.6 2.5 10x6 6.00 152.4 21.1 9.6 4x1¼ 3.00 76.2 2.2 1.0 "6x2 4.00 101.6 6.0 2.7 10x8 6.00 152.4 19.5 8.9 4x1½ 3.00 76.2 2.3 1.0 6x2½ 4.00 101.6 6.0 2.7 12x4 7.00 1778 28.0 12.7 "4x2 3.00 76.2 2.3 1.0 *6 x 761 4.00 101.6 6.0 2.7 12x6 7.00 1778 30.0 13.6 4x2½ 3.00 76.2 2.3 1.0 6x3 4.00 101.6 6.0 2.7 12x8 7.00 1778, 28.0 12.7 *4 x 761 3.00 76.2 3.2 1.5 *6x 4 4.00 101.6 5.9 2.7 12x10 7.00 1778 33.0 15.0 4x3 3.00 76.2 2.6 1.2 "6x 1397 4.00 101.6 6.3 2.9 Note: Sizes marked with an asterisk (") are only available in Figure 250 cast. Sizes without an asterisk are only available in Figure 350 Fabricated. ADA CAP® Patented ISO-7 threaded outlets are available upon request Figures 391, Figure 312 Figure 313 392 and 393 221/20 Elbow 111/4" Elbow Adapter Nipples Nominal E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 11/4" 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 1½" 4.00 0.9 1.75 0.5 1.38 0.5 101.6 0.4 44.5 0.2 35.1 0.2 2 4.00 1.2 1.88 0.6 1.38 0.6 101.6 0.5 478 0.3 35.1 0.3 21/2 4.00 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 6.00 5.5 2.63 2.4 1.75 2.2 152.4 2.5 66.8 1.1 44.5 1.0 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3:4 73.2 1.9 50.8 1.5 6" 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 8" 6.00 14.2 3.88 11.1 2.00 8.7 152.4 6.4 98.6 5.0 50.8 3.9 to..203.2 8.00 27.0 4.38 14.0 2.13 9.1 12.2 11.3 6.4 54.1 4.1 12" 8.00 33.0 4.88 22.0 2.25 16.7 203.2 15.0. 124.0 10.0 572 7.6 £ to E -*1 Figure 391 Figure 392 E to E Figure 393 E to £ Figure 312 CtOE Figure 313 Figure 327 Page 5 of 6 TFP181O Figures 391, 3925 3935 312 and 313 Figures 327 and 341 LL H1 E to E Figure 341 Figure 327 Figure 341 Cross 150 lbs. Flange Adapter Nominal C to E Appx. Wt. E to E Appx. Wt. riches Lbs. Inches Lbs. Size mm kg. mm kg. 11/4" 2.75 2.0 4.00 2.8 69.6 0.9 101.6 . 1.3 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 2" 3.25 2.7 4.0 5.2 82.6 1.2 101.6 2.4 2112 3.75 5.0 4.00 8.0 95.3 2.3 101.6 3.6 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 1270 5.4 152.4 7.8 5.50 17.1 6.00 21.4 139.7 7.8 152.4 9.7 6" 6.50 27.5 6.00 26.0 165.1 12.5 152.4 11.8 8" 7.75 47.0 6.00 38.4 196.9 21.3 152.4 17.4 9.00 68.0 8.00 65.0 101.228.6 30.8 203.2 29.5 12" 10.00 107.0 8.00 91.0 254.0 48.5 203.2 41.3 Page 6 of 6 TFP 1810 Figure 321 I.- CtoE -.. C1oE Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. 1½ X 11/2 x V/4 3.25 2.0 6 x 6 x 4 6.50 26.6 82.6 0.9 165.1 12.1 2 x 2 x 1112 3.25 2.7 6 x 6 x 5 6.50 27.0 82.6 1.2 165.1 12.2 2½ x 21/2 x 11/4 3.75 4.2 8 x 8 x 2 7.75 36.2 95.3 1.9 196.9 16.4 21/2 x 21/2 x 1112 3.75 4.2 8 x 8 x 3 36.5 95.3 1.9 196.9 16.6 21/2x21hx2 3.75 4.3 8x8x4 7.75 36.6 95.3 2.0 196.9 16.6 3x 3 x 11h 4.25 5.3 8 x 8 x 5 7.75 36.8 108.0 2.4 196.9 16.7 3 x 3 x 2 4.25 5.5 8 x 8 x 6 7.75 37.0 108.0 2.5 196.9 16.8 3x3x21/2 4.25 5.8 10x10x2 9.00 57.1 108.0 2.6 228.6 25.9 4X4X1V4 5.00 9.8 10x10 x3 9.00 57.4 127.0 4.4 228.6 26.0 4x4x11/2 5.00 9.9 10x10x4 9.00 57.6 127.0 4.5 ___________ 228.6 26.1 4x4x2 5.00 10.1 l0xlOx5 9.00 57.8 127.0 4.6 228.6 26.2 4x4x21/2 5.00 10.3 10x10x6 9.00 58.0 127.0 4.7 228.6 26.3 x 4 x 3 5.00 10.5 10 x lOx 8 9.00 58.4 127.0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6.6 254.0 36.4 5 x 5 x 21h 5.50 14.8 12 x 12 x 4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12x12x6 10.00 80.9 139.7 7.2 254.0 36.7 6x6x2 6.50 26.5 12x12x8 10.00 91.4 165.1 11.9 254.0 41.5 6x6x21/2 6.50 26.5 12x12x10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure IS that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. iqca /Fire & Building I Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 705 Flexible Coupling General Description Ustmg/Approval Intormaflon The Figure 705 Flexible Coupling is capable of pressures up to 300 psig (2068 kPa) depending on pipe size and wall thickness when used in fire protection services. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. Rigid Couplings are recommended for dry pipe and freezer applications. WARNING The Figure 705 flexible Coupling described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National fire Protection Association, in addition to the standards of any otherauthorities ha ving jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Figure: 705 Sizes: 1½'-12 Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing! Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade A" EPDMA violet color code ambientto+150°F (+66°C) forfire protection systems. Not recommended for hot water systems. Tr-seal (Grade E" EPOM), green colorcode. Prelubricated (Grade "A" EPDMA) (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, type of gasket, Grade "A" EPDMA, Prelubnicated (Grade 'A" EPDMA) or Grade "E" EPDM Tr-Seal, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractoror product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that, automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Are Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownership with Tyco Fire Productsorfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Are Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Jurisdiction. Materlalsfound by Tyco Are Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any otherobligation in connection with the sale of products or parts of products. Tyco Fire Productsshallnotbe responsible forsprinklersystem design errors on inaccurate orincompleteinformation supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIREPRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. TIE FOREGOING WARR4PITYIS MAGE IN LIEU OF ANY AND ALL OilIER WARRAWIlES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICulAR PWlPE Page 1 of 2 , July 2004 TFPI820 Page 2of2 TFP1820 Figure 705 Grooved Coupling Pipe Max. End Gap Max.t Pressure Max.t End load Nominal Dimensions Deflection t Bolt Size** Net wt. 0. D. A B C "Per Inches! Size Inches Inches psi Lbs. Inches Inches Inches Coupling Foot Dia. x Lg. Lbs. MM mm kPa N mm mm mm mm/rn 11/40 1.660 0.13 300 649 2.56 4.19 1.81 ° - 0.90 318°x2114" 1.5 42.4 3.3 2,068 2,887 65.0 106.4 46.0 75.0 M10x57 0.7 1.900 0.13 300 850 2.75 4.44 1.81 30 46 0.79 3!e"X21/4° 1.6 1 2" 48.3 3.3 2,068 3,781 69.9 112.8 46.0 65.8 M10x57 0.7 2.375 0.13 300 1,328 3.25 4.88 1.88 3° 1 0,63 3/8"X2V4" 1.7 2" 60.3 3.3 2,068 5,907 82.6 124.0 47.8 52.5 M10x57 0.8 2½" 2.875 0.13 300 1,947 3.69 5.50 1.88 2° -29 43.3 0.52 !8"X2V4' 2.0 73.0 3.3 2,068 8,660 93.7 139.7 47.8 M10x57 0.9 7 6.1rrr 3.000 0.13 300 2,120 4.00 5.75 1.88 2° 23' 0,50 M12x76 3.1 76.1 3.3 2,068 9,430 101.6 146.1 47.8 41.7 1.4 3.500 0.13 300 2,885 4.38 6.50 1.88 2° -3' 0.43 V2"x3° 3.0 88.9 3.3 2,068 12,832 111.3 165.1 47.8 35.8 M12x76 1.4 108.0mm 4.250 0.25 300 4,256 5.50 7.50 2.06 3°-22' 0.70 M12x76 4.2 108.0 6.4 2,068 18,931 139.7 190.5 52.3 58.3 1.9 4.500 0.25 300 4,769 5.69 7.75 2.06 ° 11' 0.67 - 1/2 x 3" 4.0 114.3 6.4 2,068 21,213 144.5 196.91 52.3 55.8 M12x76 1.8 133.0mm 5.250 0.25 300 6,494 6.56 9.50 2.06 2° 44' 0.56 M16 x 83 3.3 7.2 133.0 6.4 2,068 28,885 166.6 241.3 52.3 46.7 139.7mm 5.500 0.25 300 7,127 6.81 9.75 2.06 2° 36' 0.56 M16x83 7.2 139.7 6.4 2,068 31,701 173.0 247.7 52.3 46.7 5.563 0.25 300 7,288 6.88 9.75 2.06 2°-35' 0.54 5!e°X31/4" 7.0 • 141.3 6.4 2,068 32,417 174.8 247.7 52.3 45.0 M16x83 3.2 159.0rflm 6.250 0.25 300 9,204 7.56 10.31 2.06 2° - 17' 0,48 M16 x 83 3.4 7.4 159.0 6.4 2,068 40,939 192.0 261.9 52.3 400 165.1 mm 6.500 0.25 300 9,950 7.75 10.69 2.06 2° 12' 0.46 M16x83 7.1 165.1 6.4 2,068 44,258 196.9 271.5 52.3 38.3 3.2 6" 6.625 0.25 300 10,336 7.94 1069 2.06 2° - 10'37.5 0.45 /e'x3V4" 7.1 168.3 6.4 2,068 45,975 201.7 271.5 52.3 M16x83 3.2 216.3mm 8,500 0.25 300 17,024 10.07 13.50 2.31 1°40' 0.35 M20 X 121 12.4 216.3 6.4 2,068 75,723 255.8 342.9 58.7 29.2 5.6 8' 8.625 0.25 300 17,519 10.19 13.56 2.50 1°-40' 0.35 3/4" X43!4" 14.5 219.1 6.4 2,068 77,925 258.8 344.4 63.5 29.2 M20 121 6.6 10 10.750 0.25 250 22,679 12.69 16.38 2.63 1° -20' 0.28 1"X6112' 28.0 273.0 6.4 1,724 100,876 322.3 416.1 66.8 23.3 1 M24 1651 12.7 12" 12.750 0.25 250 1 31,903 14.94 18.88 2.63 1°7' 0.23 1°X6'/2" 36.5 323.9 6.4 1,724 141,905 379.5 479.6 66.8 19.2 1 M24 165 16.6 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. Gold color coded metric bolt sizes are available upon request. 1 Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be ½ that of cut grooved. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure IS that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. Fire & Building Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General Description See Fire Protection FM Submittal Sheet for Pressure Rating and Listing/Approval Information The Figure 772 Rigid Coupling prDvidesa rigid joint by firmly gripping along the circumference of the pipe grooves. Rigid couplings are preferred for dry pipe and freezer applications. Figure 772 Rigid Couplings are a proven dependable method of joining pipe and are an economical aDernative to welding, threading or usingflanges. niscapableo, pressures upto 500 psig (3447 kPa) depending on pipe size and wall thickness when used in fire protection services. Rigid Couplingsare recommended for dry pipe and freezer applications. WARMMI The Figure 772 Rigid Coupling described herein must be installed and maintained incompilance with lhisdocument,as we/las with theapplicable standards of the National Fire ProtectionA ssociation, inaddition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershouldbecontactedwithanyquestions. Technical Data Figure: 772 Sizes: 11/4" - 12" Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing! Approval information. Warranty Products manufactured by Tyco Are Products are wanantedsolelytothe original Buyerforten (10) years againstdefectsinmaterialandwortmanshipwhenpaid forand properly installed and maintained under normal n useandservice. This warranty will expireten(10)years from date of shipment by Tyco Fire Products. No warranty is given for products or components e manufactured bycompaniesnotaffiliatedbyownership withlycoFireProductsorforproductsandcomponents wthchhaw beensubjectto misuse, impmpeninstaIlation, g c o rrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Are Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Are Products neither assumes, nor authorizes any person r, toassumefor it, any otherobligation in connection with the sale of products or parts of products. Tyco Are I, Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information S supplied by Buyer or Buyers representatives. e IN NO EVENT SHALL TYCO FIRE PRODUCTS BE k LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR II UNDERANYOTHERLEGALTHEORY,FORINCIDENTAL INDIRECT, SPECLALORCONSEQUENTLALDAMAGES, INCLUDING BUTNOTLIM1EDTO LABORCHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE The owner is responsible for the inspection, PRODUCTS'LLABILflYD(CEEDANAMOUNTEQUAL testing, and maintenance of their fire protection TOTHESALES PRICE system and devices in accordance with the IIIEFOREGOIII WARRANTY ISMAOEIN LIEU OF applicable standards of the National Fire Protection ANY AND ALL 071 WARRANTIES EXPRE OR Association (e.g., NFPA 25), in addition to the IMPLIED. INCLUDING WARRANTIES OF standards of any authority having jurisdiction. MERCHANTABILITY AND FITNESS FOR A The installing contractororproduct manufacturer PARTILIR.AR PURPOSE. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTh A-153 Bolt/Nuts: Track Head Bolts - conforming t ASTM A-183, Zinc Plated, (Mm. Tensile 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade "A" EPDMA violet color code ambientto +150°F (+66°C) forfire protectio systems. Not recommended for hot wate systems. Tr-seal (Grade E" EPDM), green color cod for use in dry pipe or freezer systems. Prelubricated (Grade 'A" EPDMA) (See Data Sheet 1FP1895 for aid in selectin! proper gasket) Ordering Procedure When placing an order, indicate the full produc name. Please specifythe quantity, figure numbe type of gasket, Grade A" EPDMA, Prelubricate (Grade "A" EPDMA) orGrade "E" EPDM Tr-Sea and size. GnnnellGmoved Piping Products,lves,accessorie and other products are available throughout th U.S., Canada, and intemationally, through anetwor of distribution centers. You may write directly orc 2 15-362-0700 for the distributor nearest you. Care and Maintenance should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Page 1 of 2 July 2004 TFPI850 Page 2 of. 2 TFP1850 Figure 772 Grooved Coupling Pipe Max.*1 Max.t Max.t Nominal Dimensions Net End Gap Pressure End Load Bolt Wt, 0. D. A B C Size** Size Inches Inches psi Lbs. Inches Inches Inches Lbs. Dia. x L g mm mm kPa N mm mm mm Kg. 1.660 0.06 300 649 2.75 4.38 1.81 %"x2Y4" 1.0 42.4 1.5 1 2,068 2,887 69.9 111.3 46.0 M10x57 0.5 11/2" 1.900 0.08 500 1,417 3.00 4.62 1.81 %"X21/4" 1.0 48.3 2.0 3,447 6,303 76.2 117.3 46.0 M10x57 0.5 2" 2.375 0.13 500 2,214 3.41 5.12 1.88 3/8"X21/4" 1.5 60.3 3.3 3,447 9,848 86.6 130 47.8 M10x57 0.7 21/2" 2.875 0.13 500 3,244 3.91 5.63 1.88 %"x2V4" 2.5 73.0 3.3 3,447 14,430 99.3 143.0 47.8 M10x57 1.1 76.1 mm 3.000 0.13 300 2,120 4.19 5.72 2.00 M10x57 2.6 76.1 3.3 2,068 9,430 106.4 145.3 50.8 1.2 30 3.500 0.13 500 4,808 4.63 6.25 1.88 %"x21/4" 2.6 88.9 3.3 3,447 21,387 117.6 158.8 47.8 M10x57 1.2 40 4.500 0.19 500 7,948 5.81 7.50 1.97 %"X2V4" 3.5 114.3 4.8 3,447 35,353 147.6 1905 50.0 M10x57 1.6 139.7mm 5.500 0.19 300 7,127 7.02 . 9.72 2.06 M16x83 7.5 139.7 .4.8 2,068 31,701 178.3 246.9 52.3 3.4 5.563 0.19 300 7,288 7.09 9.71 2.04 %"X3Y4" 7.5 141.3 4.8 2,068 32,417 180.1 2466 51.8 M16x83 3.4 165.1mm 6.500 0.19 300 . 9,950 8.09 10,53 2.13 7.6 165.1 4.8 2,068 44,258 205.5 2675 54.1 M16x83 3.4 6" 6.625 0.19 400 13,782 8.09 10.53 2.13 5/8"X31/4" 7.6 168.3 4.8 2,758 61,302. 205.5 267.5 54.1 M16x83 3.4 8" 8.625 0.19 450 26,278 10.56 13.56 2.62 3%" X43/4" 18.0 219.1 4.8 3,103 116,885 268.2 344.4 66.5 M20 121 8.2 10" 10.750 0.13 250 22,679 12.84 16.41 2.62 1"x6½" 24.6 273.0 . 3.3 1,724 100,876 326.1 416.8 66.5 M24 x 165 11.2 12" 12.750 0.13 250 31,903 15.41 18.84 2.62 1"x6½" 42.0 323.9 3.3 1,724 141,905 391.4 478.5 66.5 M24 x 165 19.1 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. ** Gold color coded metric bolt sizes are available upon request. 1 Max End Gap is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1h that of cut grooved. Figure 772 Rigid Couplings have an Anti-Rotation Feature of "gripping teeth" along the coupling keys in sizes 11/4" - 4", which make the Figure 772 perfectly suited for "arm over" installations where the likelihood of rotation is greatest. This feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure IS that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (11-1-1 000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqc. IlProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 716 Flexible Reducing Coupling General Description Usng/Approval information The Figure 716 Flexible Reducing Coupling allows a direct transition between two different pipe sizes, and replaces two couplings and a reducing fitting. It is capable of pressures up to 350 psig (2413 kPa) depending on pipe size and wall thickness when used in fire protection services. Note: Reducing Couplingsare not recommended for dry pipe and freezer applications. WARNING The Figure 716 Flexible Reducing Coupling describedhereinmustbeinslalledandmaintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershould be contacted with any questions. Technical Data Figure: 716 Sizes: 2x 1½ - 8x6 Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing /Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 BoltlNuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade "E" EPDM, green color code (See Data Sheet TFP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity,figure number, type of gasket, Grade "E" EPDM, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractoror product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paidforand properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Judsdiction. Matea1s found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any otherobligation in connection with the sale of products or parts of products. Tyco Fire Productsshall not be responsibleforspnkIersystem design errors or inaccurate orincomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHEThERTYCO FIREPRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. TNFMEMV WARR4WTYIS MABE INLIEU OF ANY AMU ALL OTHER WARRANTIES EXPBESS IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTIcUlAR PURPIE. Page 1 of 2 July 2004 TFPI830 Page 2 of 2 TFP 1830 Figure Grooved 1111 ior'r.oi Pipe Max. *4 End Gap Max.1- Pressure Max.t End Load Nominal Dimensions Deflection t Bolt Net Wt. O.D. A B C Inches/ °Per Size** Size Inches Inches psi Lbs. Inches Inches Inches Foot x Lbs. Coupling Dia Lg. MM mm kPa N mm mm mm mm/rn Kg 2°x11/2" 2.375x1.900 0.13 350 992 3.50 5.06 1.88 0.39 3/8"X2V4" 2.0 60.3x48.8 3.3 2,413 4,412 88.9 128.5 47.8 1°-53' 32.5 M10x57 0.9 21/2" 2" x 2.875x2.375 0.13 350 1,550 4.00 5.50 1.88 0.32 3/8"X2V4" 2.5 73.0x60.3 3.3 2,413 6,894 101.6 139.7 47.8 10 - 33' 26.7 M10x57 1.1 76.1 x60.3m 3.000x2.375 0.13 350 1.550 4.19 5.88 1.88 10 -34' 0.32 M12 x76 3.1 76.1 x60.3 3.3 2,413 6,894 106.4 149.4 47.8 26.7 1.4 3"x2" 3.500x2.375 0.13 350 1,550 4.69 6.50 1.88 0.27 V2"X3" 4.5 88.9x60.3 3.3 2,413 6,894 119.1 165.1 47.8 1°- 17' 22.5 M12x76 2.0 3"x2112" 3.500x2.875 0.13 350 2,271 4.69 6.50 1.88 0.27 1/2"X3" 4.6 88.9x 73.0 3.3 2,413 10,101 119.1 165.1 47.8 1°-17' 22.5 M12x76 2.1 88.9x76.1 3.500x3.000 0.13 350 2,474 4.69 6.50 1.88 1°-17' 0.27 M12x76 4.5 88.9x 76.1 3.3 2,413 11,004 119.1 165.1 47.8 22.5 2.0 4" x 2" 4.500x2.375 0.19 350 1,550 6.00 8.13 2.00 0.55 5/a"x31/4" 7.0 114.3x 60.3 4.8 2,413 6,894 152.4 206.5 50.8 20 - 38 45.8 M16x83 3.2 4" x 21/2" 4.500x2.875 0.19 350 2,271 6.00 8.13 2.00 0.55 518"x3114" 6.1 114.3x73.0 4.8 2,413 10,101 152.4 206.5 50.8 2° - 38 45.8 M16x83 2.8 114.3x76.1 , 4.500x3.000 0.19 350 2,474 6,00 8.13 2.00 2°-38' 0.55 M16x83 6.2 114.3x 76.1 4.8 2,413 11,004 152.4 206.5 50.8 45.8 2.8 4° x 3" 4.500x3.500 0.19 350 3,366 6.00 8.13 2.00 0.55 5/8"x31/4° 6.2 114.3x 88.9 4.8 2,413 14,972 152.4 206.5 50.8 20 - 38' 45.8 M16x83 2.8 139.7x 114.3m 5.500x4.500 0.25 350 5,564 7.06 9.50 2.06 2°-38' 0.55 M20x 121 11.0 139.7x 114.3 6.4 2,413 24,749 179.3 241.3 52.3 45.8 5.0 5"x4° 5.563x4.500 0.25 350 5,564 7.13 9.56 2.06 20 5 0.44 314"x4314° 10.1 141.3x 114.3 6.4 2,413 24,749 181.1 242.8 52.3 36.7 M20 121 4.6 165.1x114.3m 6.500x4.500 0.25 300 4,771 8.18 10.81 2.06 1°-50' 0.38 M20x121 12.5 165.1x 114.3 6.4 2,068 21,221 207.8 274.6 52.3 31.7 5.7 6" x 4" 6.625x4.500 0.25 300 4,769 8.38 10.88 2.06 1° -44' 0.36 3/4"x4314" 12.5 168.3x 114.3 6.4 2,068 21,213 212.9 276.4 52.3 30.0 M20 121 5.7 6"x5" 6.625x5.563 0.25 300 7,288 8.38 10.88 2.06 1° -44' 0.36 314"x4314" 11.7 168.3x 141.3 6.4 2,068 32,417 212.9 276.4 52.3 30.0 M20 121 5.3 8"x6" 8.625x6.625 0.25 300 10,336 10.69 13.75 2.25 10 15 0.26 7/811 X61/2" 23.5 219.1x168.3 1 6.4 2,068 45,975 271.5 349.3 57.2 21.7 M22x165 10.7 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. Gold color coded metric bolt sizes are available upon request General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure IS that pressure ratings and performance data is not exceeded. Always read and understand the installation C9001 instructions (I1-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. (;Iallied TUBE & CONDUIT 2.4 iLL T'Tk!l.i' F -_- '• LynamFololwo. High Strength Steel Pipe The original high-strength lightwall sprinkler pipe with hydraulics superior to ScheduIe40. Dyna-Flow pipe is the "original" high- strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameter of up to 11% larger than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen- Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WtIl.ift (21') Wtititt (24') Wt/lift (251) In; mm In; mm Lbs/Ft, Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.191 0.830 1.31 91 1,586 1,812 1,888 25 30.3 1.2 1.95 91 719 822 856 114" 1.536 1.059 1.87 61 1,356 1,550 1,615 32 39.0 1.6 2.78 61 615 703 733 11/2' 1.728 1.667 2.71 61 2,135 2,440 2,542 40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1,634 1,868 1,946 50 56.0 3.1 5.64 37 741 847 883 21/2" 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 3.8 7.59 30 733 837 872 3.314 3.387 7.18 19 1,351 1,544 1,608 80 84.2 5.0 10.69 19 613 700 729 4.310 4.473 10.86 19 1,784 2,039 2,124 90 109.5 6.7 16.16 19 809 925 963 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. There is no special process or equipment needed for fabrication and installation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Dyna-Flow/Super Flo pipe is manufac- tured 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 Ho are UL Listed, FM Approved and ULC Listed. Listed Approved Listed Dyna-How/Super Ho is ULIIJLC 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- How/Super Ho is now available "hot- dip" galvanized and has been specifically approved by FM for dry systems uses. Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. tqcci a vital part of your world I 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 'Y all ied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE &CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 FaX 708-339-1806 S2-3 il1 ZW I I fr d I (11t4.. I )ynam • bread® Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by 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. Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF'. In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CRR= 1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. 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 40lDyna-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 40fDyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Specifications NPS Nominal I.D. Wt. WI. (H20 Filled) PcW WI/Lift (21') WI/Lift (24') WI/Lift (25') In; mm In; mm Lbs/Ft; Kg/rn LbslFt; Kg/rn Li,? Lbs,-.Kg Lbs; Kg Lbs; Kg 1' 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 14 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 11, 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 2' 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 16100 S. Lathrop • Harvey, IL 60426 Customer Service: tilCa ciOiecl 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE &CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S3 -3 Threaded Fittings Tyco Fire Products -- www.tyco-grooved.com TENTRAL 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Grooved Piping Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 1General Technical Description 59 Data See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Ductile Iron threaded fittings (with the exception of California Tees and Street Elbows) conform to ANSI 1316.3. They are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties making up the fitting. This is accomplished by adding magnesium while the iron is being poured into it final cast shape. This provides an advantage as the fittings are not as susceptible to leaks or cracking and they are also lighter than standard cast iron. Caution: Installers who have not used ductile iron threaded fittings before should be instructed that the fittings are stronger than the pipe and over- tightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fittings. Apply Teflon tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. if you are using an automatic make-on machine, please exercise caution in setting your machine to the proper parameters prior to tightening fittings onto the male pipe threads. Figures: 811, 812, 813, 814, 815, 816, 817, 818, 820, 825, 827, 830, 719, California Tees, and Street Elbows Sizes: 1/2 - 21/2" Maximum Working Pressure: 800 Series, California Tees, and Street Elbows: 300 psi Figure 719: 250 psi Approvals: UL, and FM Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Imported Material: Ductile Iron, conforming to ANSI B16.3 (Note: Figure 719 Plugs are constructed of Cast Iron) Thread: N.P.T. r!l Installation Apply Teflon Tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. (See caution in first column) fl Ordering Procedure Ordering information: When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. No. 21-3.0 Size Inches A inches B Inches Part Number Weight Lbs. Box Qty. 1/2 11/6 °/ls 86206 0.24 240 3/4 1 6/is 3/4 86205 0.40 120 1 11/2 13/16 86200 0.64 70 11/4 1/4 11/16 86201 0.95 40 11/2 115/16 13/16 86202 1.24 30 2 2/4 11/2 86203 1.74 20 21/2 211/16 19/is 86204 3.28 10 Figure 815 H1 Reducing Tee Figure 811 900 Elbow [-B-1 Dr Figure 812 900 Reducing Elbow 61 --- --. ( i Size Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Qty. 3/4 X 1/2 1/is 13/16 5/ 5/ 86342 0.33 160 I x 1/2 11/4 1/9 °/is 13/is 86210 0.44 110 1 x 3/4 1/9 1/is 11/16 7/ 86211 0.53 90 1 '/4X 1/2 1/16 11/2 /8 15/is 86212 0.64 75 I1/4X 3/4 1/16 1/9 3/4 V/16 86213 0.75 60 1 Vx 1 19/18 lB/is 7/ 1 86214 0.77 55 11/2x 3/4 11/2 1/4 3/4 1/i6 86221 0.95 45 11/2x 1 l/e 113/16 7/ V/s 86215 0.99 40 1V2x 11/4 113/16 1/8 V/s 1/is 86216 1.14 35 2x 3/4 11/9 115/16 7/ 1/9 86217 1.39 30 2 x 1 1/4 21/is 2 1/is 86218 1.58 25 7X 11/2 2 2/1s I l/ 17/is 86220 1.67 20 21/2 x2 2I8 2Is 11/4 1/9 86262 3.01 15 Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1/2 7/ 3/ 86780 0.22 250 3/4 1 7/1s 86781 0.33 -T5-0- 1 V/s 13/is 86280 0.48 90 1½ is/is 5/ 86281 0.73 50 1½ 1/is 11/is 86282 0.93 35 2 1ll/is 15/16 86283 1.55 18 21/2 115/16 1 86782 2.70 12 Figure 813 45° Elbow Size Inches A Inches I B Inches Part Number Weight Lbs. Box Uty. 1/2 V/s 9/is 86340 0.33 150 3/4 15/is 3/4 86341 0.50 90 1 11/2 13/16 86230 0.85 60 1½ 1/4 11/16 86231 1.30 35 11/2 Vs/is is/is 86232 1.63 24 2 21/4 11/2 86233 2.63 -12- 2% 2B/ls 19/i6 86234 4.55 8 Figure 814 Tee LE Size Inches A Inches B Inches C Inches D Inches E Inches F Inches Part Number WL Lbs. Box Qty. 3/4x 3/4x 1/2 13/is I Nis V/s 5/ 5/ il/is 86235 0.46 95 3/4 x 3/4 x 1 17/le I /l6 /e 7/ 7/ "As 86755 0.68 65 1 x 1/2 x 1 11/2 1/s 11/2 13/ls 13/16 13/is 86236 0.70 55 I x3/4x1/2 11/4 13/is 13/9 °/is 5/ 13/is 86756 0.631 80 1 x3/sx3/s la/s 15/is 1/is 11/is 3/4 7/ 86757 0.68 65 1 x 3/4 x 1 11/2 17/16 11/2 13/ 7/ 13/i6 86237 0.77 55 lxi x1/2 11/4 11/4 is/s °/is 9/is 13/is 86238 0.66 65 lxix 3/4 1/s 1 V 17/is li/is 11/is 7/ 86239 0.73 60 I x 1 x 11/4 lB/is 1"/16 10/18 1 1 1/ 86240 0.97 45 lxix 11/2 113/16 113/ts 1/s V/s 11/s 7/ 86241 1.14 35 V/4x1 x1/2 115/10 11/4 19/16 5/ °/is 1 86242 0.81 50 11/4x1 x3/4 1/is la/s 16/9 3/4 lI/is 11/is 86243 0.90 50 11/4x1 X 19/16 11/2 lB/is 7/ 13/16 1 86244 1.03 45 11/4x1x11/4 1/4 ill/is 1/4 il/Is I V/is 86245 1.10 40 1 1/4x1x11/2 it/s 113/18 113/16 1/16 il/s V/is 86246 1.43 30 11/4x11/4x1/2 1/8 is/s 19/is Il/is 11/15 1 86247 0.87 45 11/4x11/4x3/4 l/is 1/16 is/s 3/4 3/4 11/is 86248 0.961 45 VAX VAX 1 19/18 I°/is ill/Is 7/ 7/ 1 86249 1.10 40 11/4x11/4x11/ 1/s li/s 113/is 113/is 113/is 11/is 86250 1.50 30 1 1/4x 11/4x 2 21/9 21/9 2 17/16 1/16 V/s 86251 2.00 24 11/2x1x1/2 17/is 1 /16 111/is ii/ /s 11/9 86252 0.97 40 11/2x I x3/4 11/2 is/s 1/4 3/4 11/10 is/is 186253 1.14 40 11/2x1x1 is/s 11/2 113/16 7/ 13/is V/s 86254 1.14 30 11/2x1 XI1/2 115/16 113/16 115/I6 1/16 V/s is/is 86255 1.52 30 11/2x11/4x1/2 It/is 15/is ill/Is "/is 5/ V/s 86257 1.03 40 11/2xI1/4x3/4 11/2 I'/is 1/4 3/4 3/4 is/is 86258 1.10 40 11/2x11/4x1 15/8 19/16 113/16 7/ 7/ 11/9 86259 1.31 30 11/2x11/4x2 2/is 21/9 2 It/is 17/16 11/4 86260 1.94 20 11/2x1/2x1/2 I'/is i'/is Ill/is li/is "/is I1/9 86261 1.14 35 11/2x11/2x3/4 11/2 11/2 1/4 3/4 3/4 1/15 86262 1.23 35 11/2x11/2x1 1/8 is/s 113/16 7/ 7/ V/s 86263 1.38 30 1'/2X 11/2X 11/4 113/16 113/16 I'/s 11/16 V/is 13/16 86264 1.50 30 V/2x 1'/2x 2 23/is 2/is 2 17/16 17/16 1 /4 86265 2.00 20 2x1x2 21/4 2 21/4 11/2 1/is 11/2 86266 2.18 15 2x11/4x2 21/4 21/9 21/4 11/2 1/1s 11/2 86267 2.31 15 2x11/2x1/2 l/z It/is 1/9 3/4 il/is lb/is 86268 1.50 30 2x11/2x3/4 5/ 11/2 115/is 7/ 3/4 is/s 86269 1.611 25 2x I1/2x 1 3/4 15/9 2 1 7/ 15/is 86270 1.65120 2x I1/2x 11/2 21/16 115/is 2/is 11/16 13/16 17/1 6 86272 2.03 20 2x11/2x2 21/4 2/16 21/4 11/2 17/is 11/2 86273 2.37 15 2x2x1/2 11/2 11/2 17/8 3/4 3/4 1/i6 86222 1.50 30 2x 2x 3/4 1/9 1519 115/is 7/ 7/ 13/9 86223 1.67 20 2x2x1 1/4 1/4 2 1 1 la/is 86224 1.91 20 2x2x11/4 li/s 17/9 21/8 I1/9 V/s 17/1s 86225 2.05 20 2x2x11/2 2 2 2/16 11/4 11/4 11/2 86226 2.11 15 2 x 2X 21/2 2/9 2/9 2/s 1/4 1/8 1 17/1 s 86227 3.67 10 21/2 x 2x 3/4 1/4 15/9 2/16 1 5/ 7/ 1/4 186274 2.22 15 -2- Figure 719 Cast Iron Plug Figure 816 Reducing Coupling L1Lr __1 \1 J Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 3/4 X 1/2 1/4 11/16 86772 0.38 240 1 X 1/2 111/16 1/2 86228 0.38 200 1 x 3/4 i/4 1/2 86229 0.53 110 Figure 825 Extension Piece Size Inches A Inches Part Number Weight Lbs. Box Oty. 1/2 x 11/2 11/2 72751 0.20 300 1/2 x 2 2 72980 0.27 250 3/4 x 11/2 11/2 72981 0.22 250 3/4 x 2 1 2 1 72982 1 0.31 1200 Figure 817 Cross Figure 827 Hex Bushing Size Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Oty. 11/2 11/2 /I6 13/ 86284 0.97 45 11/4 1/4 j3/4 V/16 V/16 86285 1.59 25 11/2 115/16 1 15/is 13/is 1/is 86286 1.89 20 2 21/4 21/4 11/2 11I2 86287 2.93 10 11/4 x 1V4x 1 x 1 111/16 19/16 1 7/ 86289 1.25 30 1V2x IV2X lxi 113/is 1l8 11/16 115/18 86322 1.48 24 2 x 2 x 1 x 2 1/4 11/4 11/16 86291 2.64 10 Size Inches A Inches Part Number Weight Lbs. Box Qty. I x 1/2 11/18 72726 0.22 280 1x 3/4 11/16 72762 0.18 280 1V4x1 13/is 72763 0.31 150 11/2 x1 11/4 72757 0.53 100 11/2x11/4 11/4 72764 0.35 100 2 x 1 1/e 72759 0.75 80 2x11/4 13/9 72761 0.69 80 2x 11/2 1/9 72775 1 0.62 80 Figure 818 B A Straight Coupling L4J I Size Inches A Inches B Inches Part Number Wrench Weight Lbs. Box Oty. 1/2 i/e /ie 72779 11/a 0.18 360 3/4 15/9 /ie 72778 1 Y 0.26 200 I 13/4 3/ 72755 111/16 0.44 110 11/4 2 9/is 72754 2 0.54 75 11/2 23/is 3/4 72753 21/4 0.71 60 2 2/8 11/8 72752 2/4 1.15 30 21/2 3 3/4 72758 33/s 2.29 18 L1 Figure 830 I1iI Brass Seat Union Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 1/2 17/9 13/is 86207 0.47 110 3/4 2 15/18 86275 0.66 80 I 23/is 13/is 86276 1.08 50 11/4 21/2 11/16 86277 1.54 35 11/2 2/9 13/is 86278 2.03 25 2 31/9 1/a 86279 3.15 18 Figure 820 Cap 1fTHhTLf Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 /8 72776 0.15 500 3/4 1 72777 0.22 300 1 1/is 72824 0.33 180 11/4 1/l6 72756 0.54 110 11/2 1/e 72822 0.68 80 2 11/2 72823 0.96 45 21/2 1/4 72825 1.80 25 Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 15/16 86292 0.10 500 3/4 11/a 86293 0.18 300 1 11/4 86294 0.28 200 11/4 13/9 86295 0.50 110 11/2 1/16 86296 0.70 80 2 11/2 86297 0.90 45 -3- Street Elbows F r EEFi California Tees L L Size Inches A Inches B Inches C Inches Part Number Weight lbs. Box Qty. 1 X 1/2 11/2 3/4 3 42003 0.70 80 I X 1 1 '/2 3/4 3 42002 0.90 60 Size Inches A Inches B Inches C Inches 0 Inches Part Number Weight lbs. Box Qty. I x x 1 11/2 7/ 3 3/4 42000 0.95 50 I x 1 x 1 11/2 3/4 3 3/4 42001 0.95 45 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components. which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OFANYAND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. ZII tIlCO/Row Con troll Tyco Fire -4- Printed U.S.A. 10-01 Products Fig. 200 - "Trimline" Adjustable Band Hanger Size Range - 1/2" thru 8" pipe FM Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. V - Features - - A (1/2" thru 2") Flared edges ease installation for V - all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut B from separating with hanger. Hanger is easily B installed around pipe. J I 1 V (21h" thru 8" Spring tension on nut holds it A V I A securely in hanger before installation. Adjusting nut is easily removed. V V V Approvals - Underwriters' Laboratories listed (1/2" - I thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering - -, - Approved (3/4" thru 8"). Conforms to Federal V - 1/2 THRU 2 INCH PIPE 2 112 THRU 8 INCH PIPE Specifications W.N-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Steel materi- als, orderTOLCOTM Fig. 200V\N. Order By - Figure number and pipe size ii 2 1 Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31/a 2% 400 11 3/4 3/8 8mm or 10mm 3½ 216 400 11 1 3/8 8mm or 10mm 3Y8 2% 400 12 11/4 3/8 8mm or 10mm 3Y4 2% 400 13 1½ 3/8 8mm or 10mm 3Y8 27A 400 14 2 3/8 8mm or 10mm 41h 3 400 15 21h 3/8 10mm 5Y8 4½ 600 27 3 3/8 10mm 5Y8 4 600 29 3½ 3/8 10mm 73/8 5¼ 600 34 4 3/8 10mm 7V8 5 1000 35 5 1/2 12mm 9½ 6¼ 1250 66 6 1/2 12mm 10½ 6Y4 1250 73 8 1/2 12mm 13½ 8Y4 1250 136 OFFICEIMANUFACTURING FACILITY • 1315 SAMPSON AVE. • CORONA, CA 92819 • PH: 9517315599 • FAX: 9517370330 CUSTOMER SERVICE • 800.7865266. wwwtolco.com C®USUSTED Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Steel Function - Designed to be used in conjunction with TOLCOTM Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the bankhanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-61-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed n"l when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.731.5599 • FAX: 951.731.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com __ _ SA MM YSTM T/4" 8002957 21 GST 100 .. 114.x1 25 6.25 125 1141, 8003957 22 GST 200 1/4x2 25 8.13 125 114". 8004957 23 GST 300 114x3 25 9.38 125 1/4" 8005925 24 GST 800 1/4 x6 25 11.25 125 318" 8006957 10 GST.75 1!4x314 25 5.63 125 3/811 8007957 11 GST 10 114x1 25 5.93 125 3/8" 8005957 12 GST 20 114x2 25 7.50 125 318 8009925 27 GST 25-380 3/8 2-1( 25 11.56 125 318k 8010957 30 GST 30 114x3 25 8.75 125 .318" 8011925 403 GST40. . 114 14 .5 10.00 125 3/8" 8012925 14 GST* 60 ¶/4x6 25 11.25 125 8013925 8 GST 2 1/4 X 2 25 8.75 125 1,/2' 8014925 6 GST 2_6380 3/8X'2-1/2 25 1.2.50 125 112' 8015925 15 GST3 114X3 25 13.13 125 112" 8016925 16 GST4 114X4 25 13.25 125 112' 8017925 17 GST6 114X6 25 13.69 125 1/4" 8024957 50 DSTR 100 1/4-20X 1 25 7.81 125 114" 8025957 51, DST 100 . 1/4-14X1 . 25 6.56 125 1/4" 8026957 52 DST 150 1/4-14X 1-1/2 25 6,88 125 1/4" 8027957 53 DST 200 114-14X2 ,25 7.50 125 114" 8028957 54 DST 250 114-12 X 2-1/2 25 8.44 125 1I4 8029957 55 DST 300 114-14X 3 25 9.06 125 114" 8030957 56 TEK500 12-24X1-1/2 25 6.68 125 Nut Driver a's' 8037957 29 DSTR 1-1/2 12-24 X 1-1/2 25 7.75 125 Use#14NttDdm 3/8" 8038957 30 . DSTR 1" . 1/4-20 X 25 7.19 126 brS&T!fly2nd 3/8" 8039957 31 DSTR 516 5!16-IBX 1-1/4 25 7.06 125 SwhoFisod 378" 8040957 . 32 DST 10 . 1/444 X 1 25 5.94 1.25 3/8" 8041957 33 DST 15 1/4-14 X 1-1/2 25 6.56 125 3/8" 8042957 34 DS'I20 1/4-14X2 . 25 . 6.88 125- 318" 8043957 35 ' DST 25 1/4-14 X 2-1/2 25 7.81 125 3/8" 804.4957 36 DST3O 1/4-14X3 25 844 125 318" 8045957 37 DST 516 5116-13X1-1/4 25 7.50 125 3/8" 8046957 38 TEK 50 42-24 X 1-1/2 25 6.88 125 1/2" 8031925 601 DST 2.0 1/4-14X2 25 8.44 125 P9lt#8113910 1/2" 8032825 1113 DST 2.5 . 1/4-14X2-1/2 25 . 9,06 125 Itcm#100 1/2' 8033925 422 DSTR 1.0 1/4-20 X 1 25 6.25 125 1/2" 8034925 . 28 DSTR 5.16 5116-18X1-1/4 25 10.00 125 112" 8035925 443 DST 5.16 5116-18 X 1-1/4 25 844 125 1/2" 8036925 5 TEK5.0 . 12-24X1-112 25 7.50 125 1/4" 8058951 64 ONE= CST 200 5/16x1-112 '• 5/16 X 1-1/2 25 8.44 .125 3187 8059957 61 : CST 20. 6/16 X 1-1/2 25 7.81 125 112" 8060925 06 CS 2 25 8.75 125 11 Steel n 4g.. 0 Mechanical Anchoring Systems 4.3.8HDIt& :1 .iiI-L Drop—in Anchor 4.3.8.1 Product Description The Hilti HDVHDI-L Drop-In anchor is an • Intelligent expansion section internally threaded, flush mounted adapts to the base material and expansion anchor for use in concrete. reduces number of hammer blows up to 50% (HDI-L) Product Features Guide Specifications 4.3.8.1 Product Description 4.3.8.2 Material Specifications 4.3.8.3 Technical Data 4.3.8.4 Installation Instructions 4.3.8.5 Ordering Information 7. FDT Anchor, setting tool and Hilti drill bit form a matched tolerance system to provide reliable fastenings Below surface setting for easy patchwork Allows shallow embedment without sacrificing performance Lip provides flush installation, consistent anchor depth, and easy rod alignment (HDI-L) Lip allows accurate flush surface setting, independent of hole depth (HDI-L) Ideal for repetitive fastenings with threaded rods of equal length Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDVHDI-L anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors as per manufacturer's recommendations. 4.3.8.2 Material Specifications HDI/HDI-L, 1/4", 3/8", 1/2°, and HDI 5/8° and 3/4° are manufactured from mild carbon steel which is plated with a zinc finish for corrosion protection in accordance with ASTM B 633, SC 1, Type Ill HDI Stainless Steel material meets the requirements of AISI 303 4.3.8.3 Technical Data HDI/HDl-L Specification Table Anchor ______ HDI/HDI-L HDI 1/4 3/8 1/2 5/8 3/4 Size in. Details - (mm) (6.4) (9.5) (12.7) (15.9) (19.1) dbft Bit diameter' in. 3/8 1/2 5/8 27/32 1 Std. depth of embed: in. 1 1-9/16 2 2-9/16 3-3/16 Anchor length (mm) (25) (40) (51) (65) (81) h1 Hole depth 4 Useable thread In. 7/16 5/8 11/16 7/8 1-318 length (mm) (11) (15) (17) (22) (34) Threads per inch 20 16 13 11 10 h mm. base material in. 3 3-1/8 4 5-1/8 6-3/8 thickness (mm) (76) (79) (102) (130) (162) max. tightening ft-lb 4 11 22 37 80 torque (Nm) 1 (5.4) 1 (14.9) 1 (29.8) (50,2) 1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1. Listinas/ADDrovals ICC-ES (intemalional Code Council) ER-2895 (HDI Only) COLA (City of Los Angeles) Research Report No. 23709 (HDI Only) FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8' - 3/4") (HDI and HDI-L) UL (Underwriters Laboratories) UL 203 Pipe Hanger Equipment for Fire Protection Services (3/8" -3/4°) Combined Shear and Tension Loading (Nd \5/3 (Vd \5'3 + ---) <_ 1.0 (Ref. Section 4.1.2.7) \ red 252 Hilti, Inc. (US) 1-800-879-8000 1 www.us.Niti.com I en espanol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 1VIOMmrl Mechanical Anchoring Systems HDI & HDI-L Drop-In Anchor 4.3.8 Carbon Steel HDI Allowable Loads in Concrete Anchorske 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) ln.(mm) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (M) Tension lb (kN) Shear lb (kN) HDI HDI-L HDI HDI-L HDI HDI-L HDI HDI-L HDI. HDl-L HDI HDI-L 1/4 (6.4) 500( 2.2) 500(2.2) 450( 8.0) 450(8.0) 570) 2.5) 570(2.5) 625( 2.8) 625(2.8) 790( 3.5) 790( 3.5) 700) 3.1) 100( 3.1) 3/8 (9.5) 890) 4.0) 890(4.0) 965) 4.3) 965(4.3) 1115) 5.0) 1115(5.0) 1250) 5.6) 1250(5.6) 1360(6.0) 1360) 6.0) 1500) 6.7) 1500( 6.7) 1/2 (12.7) 1120) 5.0) 1120(5.0) 1500) 6.7) 1500(6.7) 1785) 7.9) 1785(7.9) 2125) 9.5) 1940(8.6) 2345(10.4) 2345(10.4) 2500(11.1) 2500(11.1) 5/8 (15.9) 1875) 8.3) - 2500)11.1) - 2920)10) - 3250(14.5) - W15 (16.9 3750(16.7) - 3/4 (19.1) 2500(11.1) - 3875(17.2) - 4065)18.1) - 5000(22.2) - 5565(24.8) - 5500(24.5) - Note: The ultimate shear and allowable shear values are based on the use of SAE Grade S bolts, (f = 85 ksi, F,,t = 120 ksl) with the exception of the 1/4 HDI/HDI-L in f = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt (f = 120 ksi, F 1 = 150 ksi). Carbon Steel HDI Ultimate Loads in Concrete ASIZO 2000 psi (13.8 MPa) 4000 psi 27.6 MPa) 6000 psi (41.4 MPa) in.(mm) Tension lb (kN) I Shear lb (kN) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) HDI HDI-L HDI HDI-L HDI HDI-I. HDI HDI-L HDI HDI-L HDI HDI-L 1/4 ( 6.4) 1995( 8.9) 1995( 8.9) 1800( 8.0) 1800( 8.0) 2270(10.1) 2270(10.1) 2500(11.1) 2500(11.1) 3150(14.0) 3150(14.0) 2800(12. 280O(12. 3/8 ( 9.5) 3555(15.8) 3555(15.8) 3850(17.1) 3850(17.1) 4460(19.8) 4460(19.8) 5000(22.2) 5000(22.2) 5430(24.2) 5430(24.2) 6000(26.7) 6000(26.7) 1/2 (12.7) 4470(19.9) 4470 (19.9) 6000(26.7) 6000 (26.7) 7140(31.8) 7140(31.8) 8500(37.8) 7750(34.4) 9375(41.7) 9375(41.7) 10000 (44. 0000 (44. 5/8 (15.9) 7500(33.4) - 0000(44.5) - 11685(52.0) 1 - 13000(57.8) - 14865(66.1) - 15000(66.7) - 3/4 (19.1) 10000(44.5) - It 5500(69.0) - 16260(72.3) - 0000(89.0) - 22250(99.0) - 22000(97.9) - Carbon Steel HDI Allowable Loads in Lightweight Concrete and Lightweight Concrete over Metal Deck1'2 Anchor Size in. (mm) Anchor Installed in 3000 psi (20.7 MPa) It. Wt. Concrete3 Anchor Installed Through Steel Deck Upper Flute Into 3000 psi (20.7 MPa) It. Wt. Concrete4 Anchor Installed Through Steel Deck Lower Flute Into 3000 psi (20.7 MPa) It Wt. Concrete4 Tension, lb (kN) Shear, lb (kN) Tension, lb (kN) Shear, lb (kN) Tension, lb (kN) Shear, lb (kN) 1/4(6.4) 465(2.1) 340(1.5) 530(2.4) 335(1.5) 375(1.7) 250(1.1) 3/8 (9.5) 755 (3.4) 940 (4.2) 880 (3.9) 1010 (4.5) 500 (2.2) 500 (2.2) 1/2(12.7) 1135(5.0) 1700(7.6) 1105(4.9) 1755(/.8) 625 (2.8) 750 (3.3) 5/8(15.9) 1465 (6.5) 2835 (12.6) - - 875 (3.9) 875 (3.9) 3/4(19.1) 2075 (9.2) 3680(16.4) - - 1250 (5.5) 1000(4.4) 1 The allowable values are based on the use of SAE Grade 2 bolts installed in the anchors. 2 Based on using a safety factor of 4.0. Stainless Steel HDI Allowable Loads in Concrete 3 The tabulated shear and tensile values are for anchors installed in structural light- weight concrete having the designated ultimate compressive strength at the time of installation. The concrete must comply with .ASTM C 330-77. 4 The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM C 330-77. Anchor size In. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) SS HDI - 1/4 (6.4) 480 (2.1) 600 (2.7) 740 (3.3) 600 (2.7) SS HDI - 3/8 (9.5) 1040 (4.6) 1230 (5.5) 1460 (6.5) 1230 (5.5) SS HDI -1/2 (12.7) 1840 (8.2) 2760 (12.4) 2410 (10.7) 2760 (12.3) SS HDI -5/8 (15.9) 2630(11.7) 4510 (20.1) 3770 (16.8) 4510 (20.1) SS HDI -3/4 (19.1) 3830 (17.0) 5580 (24.8) 5030 (22.4) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18-8 bolts. - Stainless Steel HDI Ultimate Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) SS HDI -1/4 (6.4) 1930 (8.6) 2400 (10.7) 2950 (13.1) 2400 (10.7) SS HDI -3/8 (9.5) 4170 (18.5) 4920 (21.9) 5850 (26.0) 4920 (21.9) SS HDI -1/2 (12.7) 7350 (32.7) 11040 (49.1) 9630 (42.8) 11040 (49.1) SS HDI -5/8 (15.9) 10540(46.9) 18040 (80.2) 15100 (67.2) 18040 (80.2) SS HDI - 3/4 (19.1) 15340 (68.2) 22320 (99.3) 20130 (89.5) 22320 (99.3) Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.ca.hilb.com I Product Technical Guide 2006 253 Fig. 113 - Standard Hex Nut Size Range - Sizel/4' thru 11/2" Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness Wt.I100 1/4 7/16 1/2 7/32 .7 5/16 1/2 37/64 17/64 1.1 3/8 9/16 21/32 21/64 1.6 1/2 3/4 55/64 7/16 3.7 5/8 15/16 1 /32 35/64 7.3 3/4 1'/ 1 /16 41/64 12.0 7/8 1/64 3/4 19.0 11/2 1/4 55/64 28.0 11/4 1 /8 211/64. 1 /16 54.0 1'/2 21/4 21 /32 1 /32 94.0 Fig. 115 -Flat Washer Size Range - Sizel/4" thru 11/211 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Rod Size Outside Diameter Approx. Wt/100 1/4 3/4 .7 5/16 1 1.5 3/8 1/ 3.9 1/2 1/4 7.7 5/8 7.3 3/4 2 11.0 7/8 21/4 19.0 1 2/4 22.0 1/4 3 26.0 11/2 31/ 39.0 Fig. 114 - Heavy Hex Nut Size Range - Sizel/4" thru 1 /2" Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Dimensions . Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wtiioo 1/4 1/2 37/64 15/64 1.2 5/16 9/16 21/32 19/64 1.7 3/8 11/16 51/64 23/64 3.1 1/2 7/8 11/6 31/64 6.5 5/8 11/16 115/u 39/64 12.0 3/4 1/4 1 29/44 47/64 19.0 7/8 11/16 121/32 55/64 30.0 I 17 h 63/64 43.0 11/4 2 1 /32 79.0 11/2 2/9 2/4 115/32 131.0 Fig. 117 - Lock Washer Size Range - Sizel/4" thru 3/4" bolt Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish 1\ / Dimensions Weights Rod Size Outside Diameter Approx. Wt./100 3/8 11/16 .6 1/2 7/8 1.3 5/8 11/16 2.4 3/4 1'/4 4.0 Office/Manufacturing Facility. 1375 Sampson Ave. • Corona, CA 92819 • Ph: 951.737.5599 • Fax: 951.137.0330 Customer Service • 8.788.5268 www.tolco.com Component of State of California OSHPD Approved Seismic Restraints System Maximum Design Load 1" thru 4" pipe size —2015 lbs. 6" size - 1265 lbs. Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range - Pipe size to be braced: 1" thru 6' Schedule 10 thru 40 lPS.* Pipe size used for bracing: 1" and 1¼" Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation -The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete brac- ing 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. Tighten hex nuts until leaf spring is flat. It is recom- mended that the brace angle be adjusted before hex nuts are fully tightened. 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, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note -Available. in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. 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 • 800.786,5266 wwwtolco.com Fig. 980 - Universal Swivel Sway Brace Attachment TOLCO 12 gauge channel, and all structural Component of State of California OSHPD Approved Seismic Restraints System Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note —The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372 Al Dimensions • Weights . Max. Design Approx. A B H Load Lbs. Wt./100 5¼ 1/s 17/32 2765 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. Lateral Brace 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 TOLCOw 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.toko.com Size Range - One size fits bracing pipe I" thru 2", steel up to 1/4" thick. Material - Carbon Steel Component of State of California OSHPD Approved Seismic Restraints System C I LISTED Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCO TM Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Installation Instructions -The Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish Fig. 4A - Longitudinal Brace 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. Dimensions 'Weights Pipe Sizes A B C D Bolt Size Max. Horizontal Design Load Approx. wt./100 4 8½ 9/16 3½ 311/is 1/2 2015 221 5 9Y4 9/16 37A 43A 1/2 2015 253 6 11½ 5/8 5 51A 1/2 2015 513 8 131/4 3/4 611A6 61A 1/2 2015 601 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92819 • PH: 951.131.5599 • FAX: 951.137.0330 CUSTOMER SERVICE • 8.186.5268 wiPiw.tolco.com Fig. 825 - Bar Joist Sway Brace Attachment c®ususn Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace attachments. I Component of State of Maximum Horizontal Design Load 2015 lbs. California OSHPD Approved Seismic Restraints System Material - Carbon Steel 318" 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 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 installation torque (mm. 31 ft.-lbs.). Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions - The Fig. 825 is the structural attachment com- ponent of a longitudinal or lateral sway brace assembly. It is intended to be Maximum Design Load 2015 Lbs. combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO Weight/1 00 237.5 Lbs. "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/ or OSHPD guidelines should be followed. UL Listed as Hanger Attachment To Install - Place the Fig. 825 on the steel beam, tighten the cone point set 6" Pipe Max. bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting Fig. 909 910 or 980. Transitional fit- .. I.. p r. ting attachment can pivot for adjustment to / ,'• _________ proper brace angle. -.. -. ,•' - II 1 - Important Structural Note: -pr 'JAL I-.-- The TOLCO Fig. 825 has significant UL / ' ___ II.j established design loads, however, struc- tural issues related to the steel joist mem- ber require restricted location installation for all bracing. Steel Joist Manufacturers f. require that all earthquake bracing connec- tions 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 installations within the center third r -; ------ •-.-- ----- section of the joist span, use UL Listed TOLCO Fig. 825A. Finish - Plain, Electro-Galvanized and HDG Order By - Figure number and finish •1 / US Patent #6,098,942, Canada Patent .- #2,286,659 .k , TOLCO® brand bracing components are desgined to be compatible QMX 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 • 80.786.5266 www.to/co.com POTTER 0 VANE TYPE WATERFLOW The Symbol -of Protection ALARM SWITCH WITH RETARD U.S. Pat No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. UL, ULCandCSFM Listed, FMand LPCBApproved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum FlowRateforAlarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m/s) ContactRatings: Two sets of SPDT (Form C) 15.0 Amps at 1251250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA4/1P54 Rated Enclosure- use with appropriate conduitfithng. Temperature Range: 40017/120°17, 450C/490C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6' (15cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company •2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8800001 -REV W PAGE 1 OF 2 MFG. #5400761 -7/02 FIG.4 To remove knoôkouts: Place screwdriver at edge of knock- outs, not in the center. ® POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL )WC. D23-3 CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A "8 SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "0". TO INSTALL, DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE to 2 1/2" 1 1/4" +1/8" -1/16" (50mm to 65mm) (33mm ±2mm) to 8" 2" ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) Lfl DIRECTION OF WATERFLOW \\ •" C NO NC (W14T) (RED) (BLX) DWG. #761-30 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT-LBS (68 n—rn) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) O o A 10-25 B 20-40 C 35-55 0 50-70 E 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: 1. The Model VSR-F has two switches, one can be used to 2 SETS Of operate a central station, pro- MW UIELY OPEN cI1ICT5 ELMON AL OM WATER EOLR FR ON prietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. Fi1 1 A condition of LPC Approval of poswo x _! this product is that the electn- II0NG THE NC NIB NO I S ON THE SNIALARI,TCH ME FOR IC cal entry must be sealed to THE CONThETS ARE REVtBSE2 55 NEUTRAL exclude moisture. WHEN THE X 5 II O 1ST-I THE NORMAL CONOIMN. For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). APPUCATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterliow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2 MEG. 45400761 - 7/02 Notes: Minimum dB ratings are calculated from i -itegrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT TYPICAL dB AT 10 FT. (3m) (2) MINIMUM dB AT 10 FT. (3m) (1) 6(150) I 2/DC PB0126 1706012 .12A 85 76 8(200) 1 2VE'C PBD128 1708012 .12A 90 77 10 (250) 12/1'C PBD1210 1710012 .12A 92 78 6(150) 24/DC PBD246 1706024 .06A 87 77 8(200) 24/EC PBD248 1708024 .06A 91 79 10 (250) 24/CC PBD2410 1710024 .06A 94 80 6(150) 21/PC PBA246 1806024 .17A 91 78 8(200) 21/PC PBA248 1808024 17A 94 77 10 (250) 211/C PBA2410 1810024 .17A 94 78 6(150) 1CVC PBA1206 1806120 .05A 92 83 8(200) 1CVkC PBA1208 1808120 05A 99 84 10 (250) ICVC PBA12010 1810120 .05A 99 86 POTTER BELLS PBA-AC & PBD-DC® The Symbol of ProtecYlon UL Listed 4 Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 12OVAC I2VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling BurglarAlarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F(-40°t066°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed far use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The Lnr mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox fcr outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZEDAND FHI4VE BUILT-IN TRANSIENT PROTECTION: Potter Electric Signal Company 2081 Craig Roac St Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833• www.pottersignal.com PRINTED IN USA MKT. #8850001 -REVS PAGE 1 OF 2 MFG. #5400776 - 5/05 FIG. I FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONETHREADED 1/2" CONDUIT ENTRANCE - 10 (2 0) 53/4" Q - I (146) -'11 t I . " (41) 2 11/16" (68) DWG 0776-1 DWG. #776-2 BELLS i' 3 3/8" (86) L 4 1/4" (108) (E)POTTER The Symbol of Protection DIMENSIONS INCHES (mm) FIG.3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) ,-"- RED (OUT) WHITE (IN) WHITE (OUT) OR END-OF-UNE OR OR FROM CONTROL PANEL TO NEXT BELL FROM CONTROL PANEL CBLACK PRECEDING BELL RESISTOR PRECEDING BELL _______________ BlACK (Out) BLACK (IN) BLACK (IN) WHEN ELECTRICAL SUPERWSION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: OBSERVE POLARITY TO RING D.C. BELLS. RED WIRES POSITIVE (+) BLACK WIRES NEGATIVE (-) ON WHEN ELECTRICAL SUPERVISION IS REQUIRED USE W AND OUT LEADS AS SHOWN. NOTES: WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL END-OF-UNE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aff and not less than 6" below the ceiling. Removethe gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. 48850001 - REV S PAGE 2 OF 2 MFG. #5400776 - 5/05 Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 71/2" long x 21/2' deep 6 head -5" high x 14" long x 31/4" deep 12 head -5" high x 14%" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. l2 head -4 lbs. 3.r 6 & 12 Head Sprinkler Head Cabinet Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either ½" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. No. 28.6.0 System No. C—AJ-1184 F Rating - 3 Hr ___A TRating — OHr A SEC11ON A—A 1. Floor or Wall Assembly Mm 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Floor may also be constructed of any mm 7-1/2 in. thick UL Classified hollow core Precast Concrete Units*. Max diam of opening is 14 in. when concrete floor or wall is used and max 7 in. when precast concrete units are used. See Concrete Blocks (CAZT) and Precast Concrete Units (CF{V) categories in the Fire Resistance Directory for names of manufacturers. 2. Through—Penetrants One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min o i. (point contact) to max 3-1/4 in Pipe conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: Steel Pipe Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. Iron Pipe Nom 10 in. diam (or smaller) cast or ductile iron pipe. Conduit Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit, Copper Tubing Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe Nom 4 in. diam (or smaller) regular (or heavier) copper pipe. 3. Forms -- (Not Shown, Optional) Used as a form to prevent leakage of fill material during installation. Forms to be rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to accommodate the required thickness of fill material. Forms to be removed after fill material has cured. Additional forming material may be used concrete block wall is penetrated. A mm 1/2 in. thickness of min 4 pcf mineral wool batt insulation is firmly pocked into the annulus as a permanent form and recessed from both surfaces of the wall as required to accommodate the required thickness of fill material. 4. Fill, Void or Cavity Material* -- Sealant Min 1 in. thickness of fill material applied within the annulus. At the point contact location between through penetrant and concrete, a min 1/2 in. diam bead of fill material shall be applied at the concrete through penetrant interface. When precast concrete units are used, the fill material shall be installed within annular space, flush with lower surface of floor. When concrete block wall is penetrated, a min 1 in, thickness of fill material shall be applied within the annulus flush with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS605 or FS—ONE Sealant *BearinQ the UL Classification Markina II1II1[l__!_ij__LI® Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. FIR6TOP SYSTEMS March 12, 1999 0 -I a AL System No. W—L-1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) I Rating - 0 Hr I Rating At Ambient - Less Than 1 CR1/Sq Ft L Rating At 400 F - 4 CR1/Sq Ft SECTION A—A Wall Assembly -- The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be mm 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw—attached to the steel studs at each end. The framed opening in. the wall shall be 4 to 6. in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. Gypsum Board* -- 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls. The F Rating of the firestop system is equal to the fire rating of the wall assembly. Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.Ous F F11OP SYST EMS December 4, 2002 C Page' 1 of 2 System No. W—L-1054 F Ratings - 1 and 2 Hr (See Items 1 and 3) I Rating - 0 Hr L Rating At Ambient - Less Than 1 CR1/Sq Ft L Rating At 400 F - 4 CR1/Sq Ft 2. Through—Penetrants -- One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. Pipe may be installed with continuous point contact. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: Steel Pipe -- Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. Iron Pipe -- Nom 30 in. diam (or smaller) cast or ductile iron pipe. Conduit -- Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. Copper Tubing -- Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe -- Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* -- Sealant -- Mm 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a mm 1/2 in. diam bead of fill material shall be applied at the pipe wall interlace on both surfaces of wall HILT] CONSTRUCTION CHEMICALS, DIV OF HILT] INC -- FS—One Sealant *Bearing the UL Classification Mark Reproduced by Huh, Inc. Courtesy of O~Amzro Underwriters Laboratories, Inc. F1RTOP SYST EMS December 4, 2002 C Us L 14..,) Page: 2 of 2