Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7831 RUSH ROSE DR; ; AS060260; Permit
City of Carlsbad Sprinkler Permit Permit No: AS060260 7831 RUSH ROSE Job Address: DR Permit Type: SPRINK Parcel No: Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 11/2/2006 Approved: 11/2/2006 Issued: 11/2/2006 Inspector: Project Title: LA COSTA GLEN, BLDG. E FIRE SPRINKLER INSPECTIONS Applicant: LIFEGUARD FIRE PROTECTION STEF 2605 TEMPLE HEIGHTS DR OCEANSIDE, CA 760-806-9997 Owner: Fees ($) Add'l Fees ($) Total ($) Balance ($) 372 0 372 0 I cuu i 0; rIi-I nr I - At?008 15:39 FAX 7608064813 LIFEGUARD FIRE LIFEGUARD FIRE PROTECTION, INC. 'Fire Protection tesigm & hutallatlon AAA January 11, 2006 Mr. Greg Ryan Carlsbad Fire Department 1635 Faraday Avenue Carlsbad, CA 92008 Fax' (769) 602-8561 Re: La Costa Glen —PhaseVl Carlsbad, CA Greg, This letter is to summarize our meeting from earlier today (01/11/06) regarding the fire sprinkler criteria for the. above-mentioned project. This project consists of six buildings: Commons, Recreationa and buildings E, F, G and H. The purpose of our meeting was for the E, F, G and H buildings. The buildings will require a modified NFPA 13 fire sprinkler system. The modifications are 1is7 ed below. Design criteria to be: Light Hazard (.10/1500) in all common areas and attic. .10 for five heads in the corridors and .10 for•4 heads in dwelling areas. All areas will require 100 GPM outside base demand. Steel pipe is to be used throughout the buildings with the exception of the dwelling arew were CPVC is allowed. Protection is not required in space between the ceiling and the floor above (i.e. second aid third floors). Protection is required in the attic space. Residential quick response fire sprinkler heads are allowed in the dwelling areas. Installs ition and design shall be per cut sheet requirements. Fire sprinkler heads shall be installed in all closets, bathrooms, exterior balconies/closet i and mechanical closets. In mechanical closets the use of sidewall sprinklers Wow the unit/dact would be recommended. Manual dry standpipe(s) with wall mounted FDC might be required. The standpipe/FD( locations will be coordinated with the Carlsbad Fire Department and owner. If you feel any of these items are in en-or'please no1if me at your earliest convenience. Thm,ks again for your time and help. Respectfully, DarienUoran Lifeguard Fire Protection, Inc. 2605 TEMPLE HEIGHTS DRIVE A SUITE F A OCEANSIDE, CA 92056 A 760/806.9997 A FAX 76( /806.4813 May 11, 2006 Mr. Greg Ryan Carlsbad Fire Department 1635 Faraday Ave. Carlsbad, CA 92008 Fax (760) 602-8561 Re: La Costa Glen - Phase 4 The following are results from a fire flow test performed for the proposed La Costa Glen - Phase 4 in Carlsbad, CA. The test was conducted by Lifeguard Fire Protection, Inc.. The test was conducted on hydrants located on Rush Rose Drive. The results are as follows: Date: May 11, 2006 Time: 10:30 AM Static: 150 psi Residual: 135 psi Pitot: 63 psi Port: 2 1/2" Flow: 1330 gpm Hydrant C: .90 Please call if you have any questions. Respectfully, Jeremiah Balch Lifeguard Fire Protection, Inc. LIFEGUARD FIRE PR07EC710N, INC. APPROVED11U B1ilTTED CARLSBAD r1REZARTMEwT LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name LA COSTA GLEN - BUlLING E - CORRIDOR CALC. Building BUILDING E Location : 2ND FLR. CORRIDOR 5 HEAD CALC (REVISED RISER SIZE AND FEED TO UP) System Contract Data File : LCG-BLDG-E-2RD-FLR-CORRI DOR.WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUlLING E - CORRIDOR CALC. Date 9-29-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 9-29-06 Location - 2ND FLR. CORRIDOR 5 HEAD CALC (REVISED RISER SIZE AND FEED TO RISE UP) Building - BUILDING E System No. - Contractor - Contract No. - Calculated By - JEREMIAH BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 9' Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date 10 M Area of Sprinkler Operation - 5 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - 80 C ) Dry Model F1FR E Elevation at Highest Outlet - 9' C ) Deluge Size 1/2" S Hose Allowance - Inside - 100 C ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 F G Hose Allowance - Outside - N Note UNDERGROUND PIPE DOUBLED DUE TO POSSIBLE FIELD ISSUES Calculation Flow Required - 216.48 Press Required - 64.97 @ BE Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-11-06 Cap. - T Time of Test - 10:30 AM Rated Cap.- Elev.- E Static Press - 150 @ Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - RUSH ROSE DRIVE (ON SITE) P L Source of Information - PROVIDED BY JEREMIAH BALCH 8 Y LIFEGUARD FIRE PROTECTION C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R Double Row ( ) Slave Pallet ( ) Solid Shelf C ) Non T A Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G H Horizontal Barriers rem Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUlLING E - CORRIDOR CALC. Date 9-29-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 140 130 p 120 R 110 100 E S90 S 80 u 70 60 R 50 E 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N" 1.85) - 150 Dl - Elevation : 8.229 D2 - System Flow : 116.483 D2 - System Pressure : 75.502 Hose (Adj Ci t59.028 y ) Hose (Demand) : 100 - C2 - - D3 - System Demand : 216.483 3 Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 hOW uiagram LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUlLING E - CORRIDOR CALC. 22.5 22.5 2004- 201+- 202+- 205 22.5 t I 22. 45.2 22.7 I 45. 203*- 204*- 205*- 208 221 t I 45. 68.9 23.6 I 68. 200+-207+- 208*- 211 23.e t I 68, 92.6 237 I 924 209+- 210*- 211*- R28 23.7 I o R20-+ R22 o R21-+ R22-, R26 I o o R23- R25 o 4. 92.6 R24-~ R25- R26- R27*- R28*- 214 o 23.9 116.5 116.5 216.5 216.5 216.5 216.5 212*- 2134- 214*- 215*- 72 *- TI *- TR *- BE *- UI .*- U2 *- UGI*- BFI*- BF2*- UG2*- SRC 23.9 116.5 116.5 216.5 216.5 216.5 216.5 Page 3 Date 9-29-06 Fittings Used Summary LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN - BUlLING E - CORRIDOR CALC. Date 9-29-06 Fitting Legend Abbrev. Name 36 % 1 1Y 136 2 236 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 2E G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 1 R CPVC Coupling Tee-Run I 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 12 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rtessui'ei now OUFFIffidly - o i iiu#rw LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - BUlLING E - CORRIDOR CALC, Date 9-29-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 200 19.0 5.6 16.14 na 22.5 .10 225 7.0 201 20.0 16.17 na 202 20.0 17.12 na 203 19.0 5.6 16.45 na 22.71 .10 225 7.0 204 20.0 16.49 na 205 20.0 17.45 na 206 19.0 5.6 17.82 na 23.64 .10 225 7.0 207 20.0 17.9 na 208 20.0 19.12 na 209 19.0 5.6 17.94 na 23.72 .10 225 7.0 210 20.0 18.01 na 211 20.0 19.24 na R20 20.0 19.38 na R21 20.0 19.38 na R22 20.0 19.38 na R23 20.0 19.38 na R24 20.0 19.38 na R25 20.0 19.38 na R26 20.0 19.38 na R27 20.0 19.38 na R28 20.0 19.38 na 212 19.0 5.6 18.24 na 23.92 .10 225 7.0 213 20.0 18.33 na 214 20.0 19.57 na 215 20.0 45.33 na T2 20.0 53.97 na TI 10.0 58.64 na IR 6.0 61.57 na 100.0 BE 0.5 64.97 na UI -3.0 66.56 na U2 -3.0 67.13 na UGI -3.0 67.15 na BFI 3.0 64.62 na BF2 3.0 74.04 na UG2 -3.0 76.71 na SRC 0.0 75.5 na The maximum velocity is 9.8 and it occurs in the pipe between nodes 214 and 215 rini t.aicuiations - otanuaru LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUlLING E - CORRIDOR CALC. Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv àI**A Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 200 22.50 1.08 IE 2.305 1.000 16.143 K Factor 5.60 to 120 0.0 2.305 -0.433 201 22.5 0.1404 0.0 3.305 0.464 Vel = 7.88 201 0.0 1.08 IT 5.762 1.000 16.174 to 120 0.0 5.762 0.0 202 22.5 0.1405 0.0 6.762 0.950 Vel = 7.88 202 0.0 1.536 0.0 13.000 17.124 to 120 0.0 0.0 0.0 205 22.5 0.0252 0.0 13.000 0.328 Vel = 3.90 0.0 22.50 17.452 KFactor= 5.39 203 22.71 1.08 1 E 2.305 1.000 16.447 K Factor = 5.60 to 120 0.0 2.305 -0.433 204 22.71 0.1428 0.0 3.305 0.472 Vel = 7.95 204 0.0 1.08 IT 5.762 1.000 16.486 to 120 0.0 5.762 0.0 205 22.71 0.1429 0.0 6.762 0.966 Vel = 7.95 205 22.50 1.536 IT 10.108 8.000 17.452 to 120 0.0 10.108 0.0 208 45.21 0.0918 0.0 18.108 1.663 Vel = 7.83 0.0 45.21 19.115 KFactor= 10.34 206 23.64 1.08 1E 2.305 1.000 17.821 K Factor =5.60 to 120 0.0 2.305 -0.433 207 23.64 0.1537 0.0 3.305 0.508 Vel = 8.28 207 0.0 1.08 IT 5.762 2.160 17.896 to 120 0.0 5.762 0.0 208 23.64 0.1539 0.0 7.922 1.219 Vel = 8.28 208 45.21 2.703 0.0 9.750 19.115 to 120 0.0 0.0 0.0 211 68.85 0.0128 0.0 9.750 0.125 Vel = 3.85 0.0 68.85 19.240 KFactor= 15.70 209 23.72 1.08 1E 2.305 1.000 17.935 K Factor 5.60 to 120 0.0 2.305 -0.433 210 23.72 0.1549 0.0 3.305 0.512 Vel = 8.31 210 0.0 1.08 IT 5.762 2.160 18.014 to 120 0.0 5.762 0.0 211 23.72 0.1548 0.0 7.922 1.226 Vel= 8.31 211 68.85 2.703 0.0 6.420 19.240 to 120 0.0 0.0 0.0 R28 92.57 0.0220 0.0 6.420 0.141 Vel = 5.18 0.0 92.57 19.381 K Factor = 21.03 R20 0.0 1.101 1 3.825 7.080 19.381 to 150 IT 9.563 13.387 0.0 R22 0.0 0.0 0.0 20.467 0.0 Vel = 0 0.0 rini ,aicuiauons - iarivaru LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - WILING E - CORRIDOR CALC. Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 19.381 K Factor 0 R21 0.0 1.101 1 3.825 5.000 19.381 to 150 1 9.563 13.387 0.0 R22 0.0 0.0 0.0 18.387 0.0 Vel = 0 R22 0.0 1.101 1 1.0 10.670 19.381 to 150 0.0 1.000 0.0 R26 0.0 0.0 0.0 11.670 0.0 Vet = 0 0.0 0.0 19.381 K Factor =0 R23 0.0 1.101 2E 7.65 5.750 19.381 to 150 iR 1.0 8.650 0.0 R25 0.0 0.0 0.0 14.400 0.0 Vel = 0 0.0 0.0 19.381 K Factor =O R24 0.0 1.101 IT 9.563 1.000 19.381 to 150 0.0 9.562 0.0 R25 0.0 0.0 0.0 10.562 0.0 Vet = 0 R25 0.0 1.101 iT 9.563 1.160 19.381 to 150 0.0 9.562 0.0 R26 0.0 0.0 0.0 10.722 0.0 Vel = 0 R26 to R27 0.0 0.0 1.101 150 0.0 2R 2.0 0.0 0.0 3.340 2.000 5.340 19.381 0.0 0.0 Vel = 0 R27 0.0 1.394 iT 9.523 4.000 19.381 to 150 0.0 9.523 0.0 R28 0.0 0.0 0.0 13.523 0.0 Vet = 0 R28 92.57 2.703 0.0 8.580 19.381 to 120 0.0 0.0 0.0 214 92.57 0.0221 0.0 8.580 0.190 Vel = 5.18 0.0 92.57 19.571 KFactor 20.92 212 23.92 1.08 1 2.305 1.000 18.239 K Factor 5.60 to 120 0.0 2.305 -0.433 213 23.92 0.1570 0.0 3.305 0.519 VeI= 8.38 213 0.0 1.08 IT 5.762 2.160 18.325 to 120 0.0 5.762 0.0 214 23.92 0.1573 0.0 7.922 1.246 VeI= 8.38 214 92.56 2.203 1 2.728 252.000 19.571 to 120 2T 27.277 30.005 0.0 215 116.48 0.0914 0.0 282.005 25.764 VeI= 9.80 215 0.0 2.703 3E 27.976 209.250 45.335 to 120 iT 18.651 46.627 0.0 T2 116.48 0.0337 0.0 255.877 8.633 Vel = 6.51 T2 0.0 2.703 0.0 10.000 53.968 to 120 0.0 0.0 4.331 TI 116.48 0.0337 0.0 10.000 0.337 Vel = 6.51 TI 0.0 3.314 7E 71.339 24.670 58.636 to 120 0.0 71.339 1.732 TR 116.48 0.0125 0.0 96.009 1.202 Vel = 4.33 ruii ualculallunb - owriuu LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - WILING E - CORRIDOR CALC. Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn TR 100.00 3.314 IE 10.191 5.500 61.570 Qa= 100 to 120 IZ 10.191 20.382 2.382 BE 216.48 0.0393 0.0 25.882 1.018 VeI= 8.05 BE 0.0 6.16 2E 45.637 14.000 64.970 to 150 0.0 45.637 1.516 Ui 216.48 0.0013 0.0 59.637 0.076 Vel = 2.33 Ui 0.0 6.09 4E 86.332 240.000 66.562 to 150 2T 92.499 178.831 0.0 U2 216.48 0.0013 0.0 418.831 0.564 Vel = 2.38 U2 0.0 6.09 0.0 20.000 67.126 to 150 0.0 0.0 0.0 UGI 216.48 0.0013 0.0 20.000 0.026 Vel = 2.38 UGI 0.0 6.16 2E 40.168 6.000 67.152 to 140 0.0 40.168 -2.599 BFI 216.48 0.0015 0.0 46.168 0.068 Vel = 2.33 BFI 0.0 6.16 IZie 0.0 4.000 64.621 to 140 0.0 0.0 9.414 *Fixed loss = 9.414 BF2 216.48 0.0015 0.0 4.000 0.006 Vel = 2.33 BF2 0.0 6.16 2E 40.168 6.000 74.041 to 140 0.0 40.168 2.599 UG2 216.48 0.0014 0.0 46.168 0.066 Vel = 2.33 UG2 0.0 6.09 IG 4.625 20.000 76.706 to 150 IT 46.249 50.874 -1.299 SRC 216.48 0.0013 0.0 70.874 0.095 Vel = 2.38 0.0 216.48 75.502 KFactor= 24.91 LIFEGUARD FIRF PROTECTION, INC. APPROVED BITTED LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name LA COSTA GLEN - BUILDING E - UNIT CALC Building : BUILDING E Location 3RD FLOOR 4 HEAD- UNIT CALC (REVISED 3RD FLR. 1-1/2" THREADED LIN System Contract Data File LCG-BLDG-E-3RD-FLR-UNIT.WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 9-29-06 Location - 3RD FLOOR 4 HEAD - UNIT CALC (REVISED 3RD FLR. 1-1/2" THREADED LINES) Building - BUILDING E System No. - Contractor - Contract No. - Calculated By - JEREMIAH BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 9' Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. ? ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other SPRINKLERS CALC'D PER .10/AREA OR CUT SHEET WHICHEVER IS GREATER T Specific Ruling Made By Date E M Area of Sprinkler Operation - 4 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model F1-RES E Elevation at Highest Outlet - 9' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 C ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - C ) Other Temp.Rat.155 F G Hose Allowance - Outside - N Note UNDERGROUND PIPE DOUBLED DUE TO POSSIBLE FIELD ISSUES Calculation Flow Required - 217.65 Press Required - 63.81 @ BE Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-11-06 Cap. - T Time of Test - 10:30 AM Rated Cap.- Elev.- E Static Press - 150 @ Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - RUSH ROSE DRIVE (ON SITE) P L Source of Information - PROVIDED BY JEREMIAH BALCH @ Y LIFEGUARD FIRE PROTECTION C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage C ) Encap. S R ( ) Double Row C ) Slave Pallet ( ) Solid Shelf C ) Non T A ( ) Mult. Row C ) Open Shelf 0 R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - UNIT CALC Page 2 Date 9-29-06 City Water Supply: Cl - Static Pressure : 135 C2 -Residual Pressure: 121.5 C2 - Residual Flow : 1330 P 120 R 110 E 100 S90 S 80 u 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N' 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 140 ei - 150 Dl - Elevation : 12.560 D2 - System Flow : 117.647 D2 - System Pressure : 74.320 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 217.647 - - 130 - - -- -_ Dz 3 riuwuidgidul LIFEGUARD FIRE PROTECTION Page 3 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 0 0 300-, 301-, 302-, 303-, 304-* 306-, R31 o 0 29.4 29.4 R30 +- R31- 3084- R33 29.4 29.5 18.8 18.8 18.8 R324- R33+- 3084- 309*-- 3104- 311+- 312 - 3134- 314 58.9 18.8 18.8 18,8 0 16.1 18.1 16.1 16.1 315-, 318-, 317<- 318*- 319+- 320+- 321- 322+- 323+- 324*-- 325*-- 328*-- 327 16.1 16.1 16.1 16.1 16.1 0 328-, R35 29.4 29.4 R34*- R35+- 329+- R37 29.4 29.4 58.8 18.1 18.1 18.1 R38+- R37*- 3304- 331+- 332+- 3331- 334*- 335*-- 336*- 337 58.8 18.1 18.1 18.1 16.8 3384- 339 18.3 3404- 341 16.1 342+-343 15.5 3444- 346 40.1 M+- Al t I 40.1 318-, A2 24 404 331*-- A3 C 164.6 164 338-, A4 C I 47.8 16. 340-, AS 1' I 31.5 16.1 342-, AS 1' I 15.5 15, 344-, A7 18.8 314*-- BI C I 18.8 3274- 62 C 1 34.9 18. 337- 83 C I 53 riowulagram LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - UNIT CALC 16. 339+-84 1 69.8 16. 3414- B5 16.1 343+- 87 I 15.5 154 3454-88 40.1 646 31.5 Al +-A2 -A3 ~-A4 +-A5 +-A6 *-A7 24 47.8 15.5 18.8 53 86.1 15.5 BI~-82 +- 83 +- 84 +-85 4-08 -+B7--,88 34.9 69.8 31.5 117.6 117.6 217.6 217.6 217.6 217.6 B8~-T3 +-T2 4-TI ~-TR+-BE+-Ul +-U2<-UGli--BFI4-BF24-UG2(-SRC 117.6 117.6 217.6 217.6 217.6 217.6 Page 4 Date 9-29-06 Fittings Used Summary LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - UNIT CALC Page 5 Date 9-29-06 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 l T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 12 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zia Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rresure i now oumrnry - o I iiutru LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 300 32.0 38.64 na 301 32.0 38.64 na 302 32.0 38.64 na 303 32.0 38.64 na 304 32.0 38.64 na 305 32.0 38.64 na R30 29.0 4.9 36.0 na 29.4 .10 294 7.0 R31 32.0 38.64 na 306 32.0 38.76 na R32 29.0 4.9 36.16 na 29.46 .10 223 7.0 R33 32.0 38.93 na 308 32.0 39.42 na 309 32.0 41.24 na 310 32.0 41.37 na 311 32.0 41.49 na 312 32.0 41.62 na 313 32.0 41.75 na 315 31.0 41.12 na 316 31.0 41.12 na 317 31.0 41.12 na 318 31.0 41.12 na 319 31.0 41.21 na 320 31.0 41.33 na 321 31.0 41.45 na 322 31.0 42.55 na 323 31.0 42.65 na 324 31.0 42.76 na 325 31.0 42.87 na 326 31.0 42.98 na 328 32.0 37.98 na R34 29.0 4.9 35.92 na 29.37 1.0 1 10.8 R35 32.0 37.98 na 329 32.0 38.06 na R36 29.0 4.9 36.04 na 29.42 1.0 1 10.8 R37 31.0 39.2 na 330 31.0 39.45 na 331 31.0 39.94 na 332 31.0 40.04 na 333 31.0 40.19 na 334 31.0 42.24 na 335 31.0 42.4 na 336 31.0 42.57 na 338 31.0 41.23 na 340 31.0 41.27 na 342 31.0 41.28 na 344 31.0 41.29 na 314 31.0 45.82 na 327 31.0 45.9 na 337 31.0 45.89 na 339 31.0 45.99 na 341 31.0 46.1 na 343 31.0 46.1 na 345 31.0 48.09 na Al 30.0 41.33 na A2 30.0 41.37 na A3 30.0 41.38 na A4 30.0 41.47 na A5 30.0 41.51 na A6 30.0 41.53 na Bi 30.0 46.51 na 132 30.0 46.52 na 83 30.0 46.56 na rIowummary - tanuara LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. B4 30.0 46.62 na B5 30.0 46.72 na B6 30.0 46.74 na 87 30.0 46.71 na 13 30.0 48.06 na 12 20.0 52.77 na 11 10.0 57.44 na TR 6.0 60.4 na BE 0.5 63.81 na UI -3.0 65.4 na U2 -3.0 65.97 na UGI -3.0 66.0 na BFI 3.0 63.47 na BF2 3.0 72.86 na UG2 -3.0 75.52 na SRC 0.0 74.32 na The maximum velocity is 10.32 and it occurs in the pipe between nodes R32 and R33 100.0 r it Idt.idI(UIdLiUt IS - OLdI lUdi U LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/UL Eqv. Ln. Total Pf Pn 300 0.0 1.639 IE 4.363 6.000 38.644 to 120 0.0 4.363 0.0 301 0.0 0.0 0.0 10.363 0.0 Vel = 0 301 0.0 1.639 0.0 7.500 38.644 to 120 0.0 0.0 0.0 302 0.0 0.0 0.0 7.500 0.0 Vel = 0 302 0.0 1.639 0.0 7.500 38.644 to 120 0.0 0.0 0.0 303 0.0 0.0 0.0 7.500 0.0 Vel = 0 303 0.0 1.639 IE 4.363 6.000 38.644 to 120 0.0 4.363 0.0 304 0.0 0.0 0.0 10.363 0.0 Vel = 0 304 0.0 1.639 0.0 5.670 38.644 to 120 0.0 0.0 0.0 305 0.0 0.0 0.0 5.670 0.0 Vel = 0 305 0.0 1.639 0.0 4.340 38.644 to 120 0.0 0.0 0.0 R31 0.0 0.0 0.0 4.340 0.0 Vel = 0 0.0 0.0 38.644 K Factor = 0 R30 29.40 1.08 2E 4.61 6.750 36.000 K Factor 4.90 to 120 1 5.762 10.372 -1.299 R31 29.4 0.2303 0.0 17.122 3.943 Vel = 10.30 R31 0.0 1.639 0.0 4.000 38.644 to 120 0.0 0.0 0.0 306 29.4 0.0302 0.0 4.000 0.121 Vel = 4.47 306 0.0 1.639 0.0 5.580 38.765 to 120 0.0 0.0 0.0 R33 29.4 0.0303 0.0 5.580 0.169 Vel = 4.47 0.0 29.40 38.934 K Factor = 4.71 R32 29.46 1.08 2E 4.61 7.250 36.158 K Factor = 4.90 to 120 IT 5.762 10.372 -1.299 R33 29.46 0.2312 0.0 17.622 4.075 Vel = 10.32 R33 29.40 1.639 0.0 4.420 38.934 to 120 0.0 0.0 0.0 308 58.86 0.1090 0.0 4.420 0.482 Vel = 8.95 308 -40.10 1.639 4E 17.453 121.000 39.416 to 120 0.0 17.453 0.0 309 18.76 0.0132 0.0 138.453 1.822 Vel = 2.85 309 0.0 1.639 0.0 9.750 41.238 to 120 0.0 0.0 0.0 310 18.76 0.0131 0.0 9.750 0.128 Vel = 2.85 310 0.0 1.639 0.0 9.750 41.366 to 120 0.0 0.0 0.0 311 18.76 0.0131 0.0 9.750 0.128 Vel = 2.85 311 0.0 1.639 0.0 9.750 41.494 to 120 0.0 0.0 0.0 312 18.76 0.0132 0.0 9.750 0.129 Vel = 2.85 rIIIdILdIuuIduuII - OLdIIUdIU LIFEGUARD FIRE PROTECTION Page 9 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe *AAALp Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 312 0.0 1.639 0.0 9.750 41.623 to 120 0.0 0.0 0.0 313 18.76 0.0131 0.0 9.750 0.128 Vel = 2.85 313 0.0 1.639 4E 17.453 258.750 41.751 to 120 0.0 17.453 0.433 314 18.76 0.0132 0.0 276.203 3.635 Vet = 2.85 0.0 18.76 45.819 KFactor= 2.77 315 0.0 1.08 1 2.305 1.420 41.121 to 120 IT 5.762 8.067 0.0 316 0.0 0.0 0.0 9.487 0.0 Vel = 0 316 0.0 1.639 0.0 11.420 41.121 to 120 0.0 0.0 0.0 317 0.0 0.0 0.0 11.420 0.0 VeI0 317 0.0 1.639 0.0 4.500 41.121 to 120 0.0 0.0 0.0 318 0.0 0.0 0.0 4.500 0.0 Vet = 0 318 16.14 1.639 0.0 8.500 41.121 to 120 0.0 0.0 0.0 319 16.14 0.0100 0.0 8.500 0.085 Vet = 2.45 319 0.0 1.639 0.0 12.500 41.206 to 120 0.0 0.0 0.0 320 16.14 0.0099 0.0 12.500 0.124 Vel = 2.45 320 0.0 1.639 0.0 11.750 41.330 to 120 0.0 0.0 0.0 321 16.14 0.0100 0.0 11.750 0.117 Vel = 2.45 321 0.0 1.639 4E 17.453 93.340 41.447 to 120 0.0 17.453 0.0 322 16.14 0.0100 0.0 110.793 1.104 VeI= 2.45 322 0.0 1.639 0.0 9.920 42.551 to 120 0.0 0.0 0.0 323 16.14 0.0099 0.0 9.920 0.098 Vet = 2.45 323 0.0 1.639 0.0 11.160 42.649 to 120 0.0 0.0 0.0 324 16.14 0.0100 0.0 11.160 0.112 Vel= 2.45 324 0.0 1.639 0.0 11.160 42.761 to 120 0.0 0.0 0.0 325 16.14 0.0099 0.0 11.160 0.111 VeI= 2.45 325 0.0 1.639 0.0 11.160 42.872 to 120 0.0 0.0 0.0 326 16.14 0.0099 0.0 11.160 0.111 Vel = 2.45 326 0.0 1.639 6E 26.18 267.000 42.983 to 120 0.0 26.180 0.0 327 16.14 0.0100 0.0 293.180 2.920 Vel= 2.45 0.0 16.14 45.903 K Factor = 2.38 328 0.0 1.639 0.0 3.250 37.977 to 120 0.0 0.0 0.0 R35 0.0 0.0 0.0 3.250 0.0 Vet = 0 F idi. dJI..UidLIuI I - OLdI IUdIU LIFEGUARD FIRE PROTECTION Page 10 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***A**A Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 0.0 37.977 K Factor = 0 R34 29.37 1.08 2E 4.61 4.250 35.916 K Factor 4.90 to 120 IT 5.762 10.372 -1.299 R35 29.37 0.2298 0.0 14.622 3.360 Vel = 10.29 R35 0.0 1.639 0.0 2.750 37.977 to 120 0.0 0.0 0.0 329 29.37 0.0302 0.0 2.750 0.083 Vel = 4.47 329 0.0 1.639 3E 13.09 10.340 38.060 to 120 0.0 13.090 0.433 R37 29.37 0.0301 0.0 23.430 0.706 Vel = 4.47 0.0 29.37 39.199 K Factor = 4.69 R36 29.42 1.08 2E 4.61 7.080 36.042 K Factor 4.90 to 120 IT 5.762 10.372 -0.866 R37 29.42 0.2305 0.0 17.452 4.023 Vel = 10.30 R37 29.36 1.639 0.0 2.340 39.199 to 120 0.0 0.0 0.0 330 58.78 0.1090 0.0 2.340 0.255 Vel = 8.94 330 0.0 1.639 0.0 4.420 39.454 to 120 0.0 0.0 0.0 331 58.78 0.1088 0.0 4.420 0.481 Vel = 8.94 331 -40.64 1.639 0.0 8.500 39.935 to 120 0.0 0.0 0.0 332 18.14 0.0124 0.0 8.500 0.105 Vel = 2.76 332 0.0 1.639 0.0 12.500 40.040 to 120 0.0 0.0 0.0 333 18.14 0.0124 0.0 12.500 0.155 Vel = 2.76 333 0.0 1.639 10E 43.633 122.000 40.195 to 120 0.0 43.633 0.0 334 18.14 0.0124 0.0 165.633 2.048 Vel = 2.76 334 0.0 1.639 0.0 13.080 42.243 to 120 0.0 0.0 0.0 335 18.14 0.0123 0.0 13.080 0.161 Vel = 2.76 335 0.0 1.639 0.0 13.080 42.404 to 120 0.0 0.0 0.0 336 18.14 0.0124 0.0 13.080 0.162 Vel = 2.76 336 0.0 1.639 2E 8.727 260.420 42.566 to 120 0.0 8.727 0.0 337 18.14 0.0124 0.0 269.147 3.328 VeI= 2.76 0.0 18.14 45.894 K Factor = 2.68 338 16.78 1.639 4E 17.453 427.080 41.231 to 120 0.0 17.453 0.0 339 16.78 0.0107 0.0 444.533 4.756 Vel = 2.55 0.0 16.78 45.987 K Factor = 2.47 r-mat .dKuIduurls - OLdElUdJU LIFEGUARD FIRE PROTECTION Page 11 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **kkk Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 340 16.31 1.639 9E 39.27 436.160 41.267 to 120 0.0 39.270 0.0 341 16.31 0.0102 0.0 475.430 4.829 Vel = 2.48 0.0 16.31 46.096 K Factor = 2.40 342 16.06 1.639 9E 39.27 448.420 41.284 to 120 0.0 39.270 0.0 343 16.06 0.0099 0.0 487.690 4.813 Vel = 2.44 0.0 16.06 46.097 KFactor = 2.37 344 15.46 1.639 13E 56.723 465.830 41.288 to 120 0.0 56.723 0.0 345 15.46 0.0092 0.0 522.553 4.804 Vel = 2.35 0.0 15.46 46.092 K Factor = 2.28 308 40.10 1.639 21 17.453 2.000 39.416 to 120 0.0 17.453 0.866 Al 40.1 0.0537 0.0 19.453 1.044 Vel = 6.10 0.0 40.10 41.326 K Factor = 6.24 318 -16.14 1.639 2T 17.453 1.000 41.121 to 120 0.0 17.453 0.433 A2 -16.14 -0.0100 0.0 18.453 -0.184 Vel = 2.45 0.0 -16.14 41.370 K Factor = -2.51 331 40.64 1.639 21 17.453 1.000 39.935 to 120 0.0 17.453 0.433 A3 40.64 0.0550 0.0 18.453 1.015 Vel = 6.18 0.0 40.64 41.383 K Factor = 6.32 338 -16.78 1.639 2T 17.453 1.000 41.231 to 120 0.0 17.453 0.433 A4 -16.78 -0.0107 0.0 18.453 -0.197 Vet = 2.55 0.0 -16.78 41.467 KFactor -2.61 340 -16.31 1.639 2T 17.453 1.000 41.267 to 120 0.0 17.453 0.433 A5 -16.31 -0.0102 0.0 18.453 -0.188 Vet = 2.48 0.0 -16.31 41.512 KFactor -2.53 342 -16.06 1.639 21 17.453 1.000 41.284 to 120 0.0 17.453 0.433 A6 -16.06 -0.0099 0.0 18.453 -0.183 Vel = 2.44 0.0 -16.06 41.534 KFactor -2.49 344 -15.46 1.639 21 17.453 2.000 41.288 to 120 0.0 17,453 13.426 A7 -15.46 -0.0092 0.0 19.453 -0.179 Vet = 2.35 -mmt.aicuiaiions - ianaara LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - UNIT CALC Page 12 Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'1 or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 -15.46 54.535 K Factor= -2.09 314 18.76 1.639 2T 17.453 2.000 45.819 to 120 0.0 17.453 0.433 BI 18.76 0.0132 0.0 19.453 0.256 Vel = 2.85 0.0 18.76 46.508 KFactor 2.75 327 16.14 1.639 2T 17.453 1.000 45.903 to 120 0.0 17.453 0.433 B2 16.14 0.0100 0.0 18.453 0.184 Vel = 2.45 0.0 16.14 46.520 K Factor = 2.37 337 18.14 1.639 2T 17.453 1.000 45.894 to 120 0.0 17.453 0.433 B3 18.14 0.0124 0.0 18.453 0.229 Vel = 2.76 0.0 18.14 / 46.556 KFactor = 2.66 339 16.78 1.639 2T 17.453 1.000 45.987 to 120 0.0 17.453 0.433 B4 16.78 0.0107 0.0 18.453 0.198 Vet = 2.55 0.0 16.78 46.618 KFactor= 2.46 341 16.31 1.639 21 17.453 1.000 46.096 to 120 0.0 17.453 0.433 B5 16.31 0.0101 00 18.453 0.187 Vel = 2.48 0.0 16.31 46.716 K Factor = 2.39 343 16.06 1.639 2T 17.453 1.000 46.097 to 120 0.0 17.453 0.433 B7 16.06 0.0099 0.0 18.453 0.182 Vel = 2.44 0.0 16.06 46.712 K Factor = 2.35 345 15.46 1.639 21 17.453 2.000 46.092 to 120 0.0 17.453 13.426 B8 15.46 0.0092 0.0 19.453 0.178 Vel = 2.35 0.0 15.46 59.696 K Factor = 2.00 Al 40.10 2.703 0.0 9.500 41.326 to 120 0.0 0.0 0.0 A2 40.1 0.0046 0.0 9.500 0.044 Vel = 2.24 A2 -16.14 2.703 0.0 7.000 41.370 to 120 0.0 0.0 0.0 A3 23.96 0.0019 0.0 7.000 0.013 Vel = 1.34 A3 40.64 2.703 0.0 7.420 41.383 to 120 0.0 0.0 0.0 A4 64.6 0.0113 0.0 7.420 0.084 Vet = 3.61 A4 -16.77 2.703 0.0 7.000 41.467 to 120 0.0 0.0 0.0 A5 47.83 0.0064 0.0 7.000 0.045 Vet = 2.67 rinaaicuiations - tanaaru LIFEGUARD FIRE PROTECTION Page 13 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn A5 -16.31 2.703 0.0 7.340 41.512 to 120 0.0 0.0 0.0 A6 31.52 0.0030 0.0 7.340 0.022 Vel = 1.76 A6 -16.06 2.703 0.0 9.670 41.534 to 120 0.0 0.0 12.993 A7 15.46 0.0008 0.0 9.670 0.008 Vet = 0.86 0.0 15.46 54.535 KFactor = 2.09 Bi 18.76 2.703 0.0 10.830 46.508 to 120 0.0 0.0 0.0 B2 18.76 0.0011 0.0 10.830 0.012 Vel = 1.05 B2 16.14 2.703 0.0 9.750 46.520 to 120 0.0 0.0 0.0 B3 34.9 0.0037 0.0 9.750 0.036 Vel = 1.95 B3 18.14 2.703 0.0 7.920 46.556 to 120 0.0 0.0 0.0 B4 53.04 0.0078 0.0 7.920 0.062 Vel = 2.97 84 16.78 2.703 0.0 7.500 46.618 to 120 0.0 0.0 0.0 B5 69.82 0.0131 0.0 7.500 0.098 Vel = 3.90 B5 16.31 2.703 0.0 1.160 46.716 to 120 0.0 0.0 0.0 B6 86.13 0.0190 0.0 1.160 0.022 Vel = 4.82 B6 -117.65 2.703 0.0 8.750 46.738 to 120 0.0 0.0 0.0 B7 -31.52 -0.0030 0.0 8.750 -0.026 Vet= 1.76 B7 16.06 2.703 0.0 10.750 46.712 to 120 0.0 0.0 12.993 B8 -15.46 -0.0008 0.0 10.750 -0.009 Vet = 0.86 0.0 -15.46 59.696 K Factor -2.00 B6 117.65 2.703 2E 18.651 19.750 46.738 to 120 0.0 18.651 0.0 T3 117.65 0.0344 0.0 38.401 1.320 Vel = 6.58 T3 0.0 2.703 0.0 11.000 48.058 to 120 0.0 0.0 4.331 T2 117.65 0.0344 0.0 11.000 0.378 Vel = 6.58 12 0.0 2.703 0.0 10.000 52.767 to 120 0.0 0.0 4.331 TI 117.65 0.0344 0.0 10.000 0.344 Vel = 6.58 TI 0.0 3.314 7E 71.339 24.670 57.442 to 120 0.0 71.339 1.732 TR 117.65 0.0127 0.0 96.009 1.223 Vel = 4.38 TR 100.00 3.314 1E 10.191 5.500 60.397 Qa = 100 to 120 IZ 10.191 20.382 2.382 BE 217.65 0.0398 0.0 25.882 1.029 Vel = 8.10 BE 0.0 6.16 2E 45.637 14.000 63.808 to 150 0.0 45.637 1.516 UI 217.65 0.0013 0.0 59.637 0.077 Vel = 2.34 riri i.,aicuiaiioris - tarivaru LIFEGUARD FIRE PROTECTION Page 14 LA COSTA GLEN - BUILDING E - UNIT CALC Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **Up Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn UI 0.0 6.09 4E 86.332 240.000 65.401 to 150 2T 92.499 178.831 0.0 U2 217.65 0.0014 0.0 418.831 0.569 Vel = 2.40 U2 0.0 6.09 0.0 20.000 65.970 to 150 0.0 0.0 0.0 UGI 217.65 0.0014 0.0 20.000 0.027 Vel = 2.40 UGI 0.0 6.16 2E 40.168 6.000 65.997 to 140 0.0 40.168 -2.599 BFI 217.65 0.0015 0.0 46.168 0.068 Vel = 2.34 BFI 0.0 6.16 IZie 0.0 4.000 63.466 to 140 0.0 0.0 9.386 * Fixed loss = 9.386 BF2 217.65 0.0012 0.0 4.000 0.005 Vel = 2.34 BF2 0.0 6.16 2E 40.168 6.000 72.857 to 140 0.0 40.168 2.599 UG2 217.65 0.0015 0.0 46.168 0.067 Vel = 2.34 UG2 0.0 6.09 IG 4.625 20.000 75.523 to 150 iT 46.249 50.874 -1.299 SRC 217.65 0.0014 0.0 70.874 0.096 Vel = 2.40 0.0 217.65 74.320 KFactor= 25.25 LIFEGUARD FIRE PROTECTION, NC. APPROVED ,>/u BUTTED -d PJA CARLSBASRARTMENT LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name : LA COSTA GLEN - BUILDING E - UPRIGHTS -AREA 2 Building BUILDING - E Location : AREA 2- UPRIGHT CALC. (REVISED 1-1/2" THREADED LINES) System Contract Pata?File : . LCG-BLDG-E-3RD-FLR-UPS2.WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 9-28-06 Location - AREA 2 - UPRIGHT CALC. (REVISED 1-1/2" THREADED LINES) Building - BUILDING - E System No. - Contractor - LIFEGUARD FIRE PROTECTION Contract No. - Calculated By - JEREMIAH BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1316.25 System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model Fl-FR E Elevation at Highest Outlet - 351 -0" ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 F G Hose Allowance - Outside - N Note CALC. AREA REDUCED PER NFPA 13, EDITION 1999 - SECTION - 7-2.3.2.4 Calculation Flow Required - 305.89 Press Required - 44.47 @ BE Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/11/06 Cap. - T Time of Test - 10:30 AN Rated Cap.- Elev.- E Static Press - 150 @ Press - P. Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - ON RUSH ROSE DRIVE P L Source of Information - FLOW TEST INFO. PROVIDED BY LIFEGUARD FIRE PROTECTION Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S P. ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G B Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 130 P 120 E 100 S90 S80 R60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N" 1.85 ) Dl - Elevation : 13.426 D2 - System Flow : 205.886 D2 - System Pressure : 66.965 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 305.886 • - _C1 - - - C2 -- R 110 67.145 -__ U 70 ni -ø U IU.I I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 HOW uiagram LIFEGUARD FIRE PROTECTION Page 3 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 o o 0 0 19.9 9.9 40 300+- 301-, 3024- 303.-., 304-, 3054- 308-p 308-, 309-, 310-, 3114- 3124- 3134- 314 0 0 0 35 5 24.8 0 0 35 35 5.2 24.5 315+- 318-, 317.,- 318-, 319-, 320-, 321-., 322-, 323-., 324 4- 326+- 326 <- 327 0 35 35 20 9.6 39.6 0 0 20.6 1.9 35.7 328.,- 329-, 330.,- 331-, 332.-, 333-, 334-., 335+- 336+- 337 0 20.6 20.6 16.9 23.3 338.,- 339 22.9 340.,- 341 22.6 342+-343 21.7 3444- 345 35 308*-. Al t 35 35 I 318*- A2 C I 70 20. 331*-. A3 t I 90.8 23. 338-., 44 1' I 67.2 224 340-, AS C 44.3 224 342-, AS C I 21.7 21.T 344.-, A7 40 314*- 81 C I 40 39. 327*- 82 C I 79.6 35.T 337+-83 C 115.3 23. 339*-- 84 C I 138.6 22. 3414-05 22.6 343j-. 87 I 21.7 21.. 345 *-. 88 I-low ulagram LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 35 90.6 44.3 Al A2 A3 +- A4 - A5 - AO 4-AT 70 67.2 21.7 40 115.3 161.5 21.7 BI B2 4-B3 4-B4 +-85 B6 -.B7 -+B8 79.6 138.6 44.3 205.9 205.9 305.9 305.9 305.9 305.9 BC . 73 - 73 TI TR - BE UI U2 UGl BFI4- BF2 UGZ- SRC 205.9 205.9 305.9 305.9 305.9 305.9 Page 4 Date 9-29-06 Fillings Used Summary LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Fitting Legend Abbrev. Name /2 % 1 1% 11/2 2 - 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 12 T 90 Flow ThruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 12 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zia Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 t'ressure / i-tow bUMMary - i iriu#u LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 32.0 13.01 na 32.0 13.01 na 32.0 13,01 na 32.0 13.01 na 32.0 13.01 na 32.0 13.01 na 32.0 13.01 na 32.0 13.01 na 32.0 5.6 7.24 na 15.06 .10 125 7.0 32.0 5.6 7.09 na 14.91 .10 125 7.0 32.0 5.6 7.08 na 14.9 .10 125 7.0 32.0 5.6 7.12 na 14.94 .10 125 7.0 32.0 5.6 7.34 na 15.17 .10 125 7.0 31.0 13.52 na 31.0 13.52 na 31.0 13.52 na 31.0 13.52 na 31.0 13.16 na 31.0 12.64 na 31.0 11.79 na 31.0 5.6 7.16 na 14.99 .10 97.500 7.0 31.0 5.6 7.01 na 14.83 .10 109 7.0 31.0 5.6 7.0 na 14.82 .10 109 7.0 31.0 5.6 7.04 na 14.86 .10 109 7.0 31.0 5.6 7.28 na 15.11 .10 109 7.0 32.0 13.66 na 32.0 13.66 na 31.0 14.09 na 31.0 14.09 na 31.0 13.96 na 31.0 13.76 na 31.0 5.6 11.18 na 18.72 .10 127.530 7.0 31.0 5.6 11.18 na 18.72 .10 127.530 7.0 31.0 5.6 11.32 na 18.84 .10 127.530 7.0 31.0 14.9 na 31.0 14.97 na 31.0 15.01 na 31.0 15.02 na 31.0 22.52 na 31.0 22.64 na 31.0 22.97 na 31.0 23.67 na 31.0 24.03 na 31.0 24.06 na 31.0 24.05 na 30.0 14.69 na 30.0 14.72 na 30.0 14.81 na 30.0 14.97 na 30.0 15.06 na 30.0 15.1 na 30.0 23.99 na 30.0 24.04 na 30.0 24.2 na 30.0 24.46 na 30.0 24.81 na 30.0 24.88 na 30.0 24.83 na 30.0 28.6 na 20.0 33.99 na 10.0 39.29 na 6.0 4447 na 100.0 mow bummary - tanaara LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BE 0.5 48.78 na UI -3.0 51.12 na U2 -3.0 57.64 na UG1 -3.0 57.99 na BFI 3.0 56.09 na BF2 3.0 63.98 na UG2 -3.0 67.28 na SRC 0.0 66.96 na The maximum velocity is 11.51 and it occurs in the pipe between nodes T3 and T2 I- inal uaicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING E- UPRIGHTS - AREA 2 Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv m* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 300 0.0 1.639 IE 4.363 6.000 13.010 to 120 0.0 4.363 0.0 301 0.0 0.0 0.0 10.363 0.0 Vel = 0 301 0.0 1.639 0.0 7.500 13.010 to 120 0.0 0.0 0.0 302 0.0 0.0 0.0 7.500 0.0 Vel = 0 302 0.0 1.639 0.0 7.500 13.010 to 120 0.0 0.0 0.0 303 0.0 0.0 0.0 7.500 0.0 Vet = 0 303 0.0 1.639 IE 4.363 6.000 13.010 to 120 0.0 4.363 0.0 304 0.0 0.0 0.0 10.363 0.0 Vet = 0 304 0.0 1.639 0.0 5.670 13.010 to 120 0.0 0.0 0.0 305 0.0 0.0 0.0 5.670 0.0 Vet = 0 305 0.0 1.639 0.0 8.340 13.010 to 120 0.0 0.0 0.0 306 0.0 0.0 0.0 8.340 0.0 Vet = 0 306 0.0 1.639 0.0 10.160 13.010 to 120 0.0 0.0 0.0 308 0.0 0.0 0.0 10.160 0.0 Vel = 0 308 -35.00 1.639 4E 17.453 121.000 13.010 to 120 0.0 17.453 0.0 309 -35.0 -0.0417 0.0 138.453 -5.773 Vel = 5.32 309 15.07 1.639 0.0 9.750 7.237 K Factor =5.60 to 120 0.0 0.0 0.0 310 -19.93 -0.0148 0.0 9.750 -0.144 Vel = 3.03 310 14.91 1.639 0.0 9.750 7.093 K Factor =5.60 to 120 0.0 0.0 0.0 311 -5.02 -0.0011 0.0 9.750 -0.011 Vel = 0.76 311 14.91 1.639 0.0 9.750 7.082 K Factor 5.60 to 120 0.0 0.0 0.0 312 9.89 0.0040 0.0 9.750 0.039 Vel = 1.50 312 14.94 1.639 0.0 9.750 7.121 K Factor 5.60 to 120 0.0 0.0 0.0 313 24.83 0.0222 0.0 9.750 0.216 Vet = 3.78 313 15.17 1.639 4E 17.453 258.750 7.337 K Factor = 5.60 to 120 0.0 17.453 0.433 314 40.0 0.0534 0.0 276.203 14.745 Vet = 6.08 0.0 40.00 22.515 KFactor 8.43 315 0.0 1.08 1 2.305 1.420 13.518 to 120 IT 5.762 8.067 0.0 316 0.0 0.0 0.0 9.487 0.0 Vet = 0 316 0.0 1.639 0.0 11.420 13.518 to 120 0.0 0.0 0.0 317 0.0 0.0 0.0 11.420 0.0 VeI0 317 0.0 1.639 0.0 4.500 13.518 to 120 0.0 0.0 0.0 318 0.0 0.0 0.0 4.500 0.0 Vet = 0 i-inai uaicuiations - stanaara LIFEGUARD FIRE PROTECTION Page 9 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29706 Hyd, Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 318 -35.02 1.639 0.0 8.500 13.518 to 120 0.0 0.0 0.0 319 -35.02 -0.0418 0.0 8.500 -0.355 Vel = 5.33 319 0.0 1.639 0.0 12.500 13.163 to 120 0.0 0.0 0.0 320 -35.02 -0.0418 0.0 12.500 -0.522 Vel = 5.33 320 0.0 1.639 2E 8.727 11.750 12.641 to 120 0.0 8.727 0.0 321 -35.02 -0.0418 0.0 20.477 -0.855 Vel = 5.33 321 0.0 1.639 4E 17.453 93.340 11.786 to 120 0.0 17.453 0.0 322 -35.02 -0.0417 0.0 110.793 -4.625 Vel = 5.33 322 14.99 1.639 0.0 9.920 7.161 K Factor 5.60 to 120 0.0 0.0 0.0 323 -20.03 -0.0148 0.0 9.920 -0.147 Vel = 3.05 323 14.83 1.639 0.0 11.160 7.014 K Factor 5.60 to 120 0.0 0.0 0.0 324 -5.2 -0.0013 0.0 11.160 -0.014 VeI= 0.79 324 14.81 1.639 0.0 11.160 7.000 K Factor = 5.60 to 120 0.0 0.0 0.0 325 9.61 0.0039 0.0 11.160 0.043 Vel = 1.46 325 14.86 1.639 0.0 11.160 7.043 K Factor =5.60 to 120 0.0 0.0 0.0 326 24.47 0.0215 0.0 11.160 0.240 Vel = 3.72 326 15.12 1.639 6E 26.18 267.000 7.283 K Factor = 5.60 to 120 0.0 26.180 0.0 327 39.59 0.0524 0.0 293.180 15.355 Vel = 6.02 0.0 39.59 22.638 K Factor = 8.32 328 0.0 1.639 . 0.0 6.000 13.659 to 120 0.0 0.0 0.0 329 0.0 0.0 0.0 6.000 0.0 Vel = 0 329 0.0 1.639 3E 13.09 12.670 13.659 to 120 0.0 13.090 0.433 330 0.0 0.0 0.0 25.760 Vel = 0 330 0.0 1.639 0.0 4.420 14.092 to 120 0.0 0.0 0.0 331 0.0 0.0 0.0 4.420 0.0 Vel = 0 331 -20.58 1.639 0.0 8.500 14.092 to 120 0.0 0.0 0.0 332 -20.58 -0.0155 0.0 8.500 -0.132 Vel = 3.13 332 0.0 1.639 0.0 12.500 13.960 to 120 0.0 0.0 0.0 333 -20.58 -0.0156 0.0 12.500 -0.195 Vel = 3.13 333 0.0 1.639 IOE 43.633 122.000 13.765 to 120 0.0 43,633 0.0 334 -20.58 -0.0156 0.0 165.633 -2.586 Vel = 3.13 334 18.73 1.639 0.0 13.080 11.179 K Factor= 5.60 to 120 0.0 0.0 0.0 335 -1.85 -00002 00 13.080 -0002 Vol = 0.28 -inaivaicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 10 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11CH or Ftng's Pe Pv **** Notes ****** Point at Pf/UL Eqv. Ln. Total Pf Pn 335 18.72 1.639 0.0 13.080 11.177 K Factor =5.60 to 120 0.0 0.0 0.0 336 16.87 0.0108 0.0 13.080 0.141 Vel = 2.57 336 18.84 1.639 2E 8.727 260.420 11.318 K Factor =5.60 to 120 0.0 8.727 0.0 337 35.71 0.0433 0.0 269.147 11.650 Vel = 5.43 0.0 35.71 22.968 K Factor = 7.45 338 23.34 1.639 4E 17.453 427.080 14.902 to 120 0.0 17.453 0.0 339 23.34 0.0197 0.0 444.533 8.763 Vel = 3.55 0.0 23.34 23.665 K Factor = 4.80 340 22.91 1.639 9E 39.27 436.160 14.974 to 120 0.0 39.270 0.0 341 22.91 0.0190 0.0 475.430 9.053 Vel = 3.48 0.0 22.91 24.027 KFactor = 4.67 342 22.59 1.639 9E 39.27 448.420 15.007 to 120 0.0 39.270 0.0 343 22.59 0.0186 0.0 487.690 9.051 Vel = 3.44 0.0 22.59 24.058 K Factor = 4.61 344 21.74 1.639 13E 56.723 465.830 15.016 to 120 0.0 56.723 0.0 345 21.74 0.0173 0.0 522.553 9.032 Vel = 3.31 0.0 21.74 24.048 K Factor = 4.43 308 35.00 1.639 2T 17.453 2.000 13.010 to 120 0.0 17.453 0.866 Al 35.0 0.0417 0.0 19.453 0.811 Vel = 5.32 0.0 35.00 14.687 K Factor = 9.13 318 35.02 1.639 2T 17.453 1.000 13.518 to 120 0.0 17.453 0.433 A2 35.02 0.0417 0.0 18.453 0.770 Vel = 5.33 0.0 35.02 14.721 KFactor 9.13 331 20.58 1.639 2T 17.453 1.000 14.092 to 120 0.0 17.453 0.433 A3 20.58 0.0157 0.0 18.453 0.289 Vel = 3.13 0.0 20.58 14.814 KFactor 5.35 338 -23.34 1.639 2T 17.453 1.000 14.902 to 120 0.0 17.453 0.433 A4 -23.34 -0.0197 0.0 18.453 -0.364 Vel = 3.55 0.0 i-inai taicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 11 LA COSTA GLEN - BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Hyci. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn -23.34 14.971 KFactor= -6.03 340 -22.91 1.639 2T 17.453 1.000 14.974 to 120 0.0 17.453 0.433 A5 -22.91 -0.0190 0.0 18.453 -0.351 Vel = 3.48 0.0 -22.91 15.056 K Factor = -5.90 342 -22.59 1.639 21 17.453 1.000 15.007 to 120 0.0 17.453 0.433 A6 -22.59 -0.0185 0.0 18.453 -0.342 Vel = 3.44 0.0 -22.59 15.098 KFactor= -5.81 344 -21.74 1.639 2T 17.453 2.000 15.016 to 120 0.0 17.453 13.426 A7 -21.74 -0.0173 0.0 19.453 -0.337 Vel= 3.31 0.0 -21.74 28.105 KFactor= -4.10 314 40.00 1.639 2T 17.453 2.000 22.515 to 120 0.0 17.453 0.433 BI 40.0 0.0534 0.0 19.453 1.039 Vel = 6.08 0.0 40.00 23.987 K Factor= 8.17 327 39.59 1.639 2T 17.453 1.000 22.638 to 120 0.0 17.453 0.433 132 39.59 0.0523 0.0 18.453 0.966 Vel = 6.02 0.0 39.59 24.037 K Factor 8.08 337 35.71 1.639 2T 17.453 1.000 22.968 to 120 0.0 17.453 0433 B3 35.71 0.0433 0.0 18.453 0.799 Vet = 5.43 0.0 35.71 24.200 K Factor = 7.26 339 23.34 1.639 2T 17.453 1.000 23.665 to 120 0.0 17.453 0.433 B4 23.34 0.0197 0.0 18.453 0.364 Vet = 3.55 0.0 23.34 24.462 K Factor = 4.72 341 22.91 1.639 2T 17.453 1.000 24.027 to 120 0.0 17.453 0.433 135 22.91 0.0191 0.0 18.453 0.352 Vet = 3.48 0.0 22.91 24.812 KFactor 4.60 343 22.59 1.639 2T 17.453 1.000 24.058 to 120 0.0 17.453 0.433 137 22.59 0.0186 00 18.453 0.343 Vet = 3.44 0.0 22.59 24.834 K Factor = 4.53 345 21.74 1.639 2T 17.453 2.000 24.048 to 120 0.0 17.453 13.426 B8 21.74 0.0173 0.0 19.453 0.336 Vel = 3.31 I-Ifl3I uaicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 13 LA COSTA GLEN- BUILDING E - UPRIGHTS - AREA 2 Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'1 or Ftng's Pe Pv *** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn T3 0.0 2.703 0.0 11.000 28.600 to 120 0.0 0.0 4.331 12 205.89 0.0967 0.0 11.000 1.064 Vel = 11.51 T2 0.0 2.703 0.0 10.000 33.995 to 120 0.0 0.0 4.331 Ti 205.89 0.0968 0.0 10.000 0.968 Vet = 11.51 TI 0.0 3.314 7E 71.339 24.670 39.294 to 120 0.0 71.339 1.732 TR 205.89 0.0359 0.0 96.009 3.444 Vet = 7.66 TR 100.00 3.314 IE 10.191 5.500 44.470 Qa = 100 to 120 IZ 10.191 20.382 2.382 BE 305.89 0.0746 0.0 25.882 1.931 Vet = 11.38 BE 0.0 4.1 2E 33.024 14.000 48.783 to 150 0.0 33.024 1.516 UI 305.89 0.0175 0.0 47.024 0.824 Vol = 7.43 UI 0.0 4.1 4E 66.049 240.000 51.123 to 150 2T 66.049 132.098 0.0 U2 305.89 0.0175 0.0 372.098 6.517 Vet = 7.43 U2 0.0 4.1 0.0 20.000 57.640 to 150 0.0 0.0 0.0 UGI 305.89 0.0175 0.0 20.000 0.350 Vol = 7.43 UGI 0.0 4.1 2E 29.067 6.000 57.990 to 140 0.0 29.067 -2.599 BFI 305.89 0.0199 0.0 35.067 0.699 Vel = 7.43 BFI 0.0 4.1 IZie 0.0 4.000 56.090 to 140 0.0 0.0 7.812 * Fixed loss = 7.812 BF2 305.89 0.0198 0.0 4.000 0.079 Vol = 7.43 BF2 0.0 4.1 2E 29.067 6.000 63.981 to 140 0.0 29.067 2.599 UG2 305.89 0.0199 0.0 35.067 0.698 Vel = 7.43 UG2 0.0 4.1 iG 3.302 20.000 67.278 to 150 IT 33.024 36.326 -1.299 SRC 305.89 0.0175 0.0 56.326 0.986 Vet = 7.43 0.0 305.89 66.965 K Factor = 37.38 LIFEGUARD FIREE PROTECTION. NC. APPROVE DhSU BIITTED CARLSBA4RRTh1ENT LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name LA COSTA GLEN - BUlLING E - 2ND FLR UNIT CALC. Building : BUILDING E Location 2ND FLOOR 4 HEAD - UNIT CALC (REVISED RISER SIZE AND MAIN TO RISE System Contract Data File LCG-BLDG-E-2RD-FLR-UNIT.WXF LIFEGUARD FIRE PROTECTION Page 1 LA COSTA GLEN - BUlLING E - 2ND FLR UNIT CALC. Date 9-29-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 9-29-06 Location - 2ND FLOOR 4 HEAD - UNIT CALC (REVISED RISER SIZE AND MAIN TO RISE UP) Building - BUILDING E System No. - Contractor - Contract No. - Calculated By - JEREMIAH BALCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 9' Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other SPRINKLERS CALC'D PER .10/AREA OR CUT SHEET WHICHEVER IS GREATER T Specific Ruling Made By Date E M Area of Sprinkler Operation - 4 HEADS System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - 80 ( ) Dry Model Fl-RES E Elevation at Highest Outlet - 9' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 F G Hose Allowance - Outside - N Note UNDERGROUND PIPE DOUBLED DUE TO POSSIBLE FIELD ISSUES Calculation Flow Required - 217.19 Press Required - 106.86 @ BE Summary C-Factor Used: Overhead Underground Water Flow Test: Date of Test - 5-11-06 Time of Test - 10:30 AN Static Press - 150 Residual Press - 135 Flow - 1330 Elevation - Pump Data: Tank or Reservoir: Cap. - Rated Cap.- Elev.- @ Press - Elev. - Well Proof Flow W A T E R S U P P L Y Location - RUSH ROSE DRIVE (ON SITE Source of Information - PROVIDED BY JEREMIAH BALCH @ LIFEGUARD FIRE PROTECTION C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUlLING E - 2ND FLR UNIT CALC. Date 9-29-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 130 P 120 R 110 E 100 S90 S 80 U 70 R60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(NIt 1.85) Dl - Elevation : 8.662 D2-System Flow : 117.194 D2-System Pressure : 117.386 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 217.194 - C1 - C2 Dl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-tow Diagram LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUlLING E - 2ND FLR UNIT CALC. o o 2004- 201-.3. 202-, 205 01 I I 01 0 203 . 204 -, 205 -, 208 01 I I 01 0 4.04. 2064- 207-, 208-.. 211 01 I I 0 0 1.04. 209+- 210-, 211-, R28 0 I 117.2 29 R20 R22 29.1 I R214- R22i- R28 I 58.1 I 29.4 R23*- R25 29.6 11742 117.2 R244- R254- R26 R27 R28 214 59.1 117.2 0 117.2 117.2 217.2 217.2 217.2 217.2 212+. 2I3- 214 i- 215 +- T2 -. TI *- TR .,- BE - UI - U2 - UGI4- BFI*. BF2+- UG2- SRC 0 117.2 117.2 217.2 217.2 217.2 217.2 Page 3 Date 9-29-06 Fiftings Used Summary LIFEGUARD FIRE PROTECTION Page 4 LA COSTA GLEN - BUlLING E - 2ND FLR UNIT CALC. Date 9-29-06 Fitting Legend Abbrev. Name % % 1 1 1/4 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 2 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 1 R CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 1 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i-'ressure I hO tiummary - i I ANUAt(U LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - WILING E - 2ND FLR UNIT CALC. Date 9-29-06 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 200 19.0 61.19 na 201 20.0 60.76 na 202 20.0 60.76 na 203 19.0 61.19 na 204 20.0 60.76 na 205 20.0 60.76 na 208 19.0 61.19 na 207 20.0 60.76 na 208 20.0 60.76 na 209 19.0 61.19 na 210 20.0 60.76 na 211 20.0 60.76 na R20 20.0 4.9 35.03 na 29.0 .1 290 12.0 R21 20.0 4.9 35.29 na 29.11 .1 225 12.0 R22 20.0 37.8 na R23 20.0 4.9 36.09 na 29.44 1.0 1 12.0 R24 20.0 4.9 36.61 na 29.65 1.0 1 12.0 R25 20.0 38.1 na R26 20.0 43.51 na R27 20.0 53.08 na R28 20.0 60.76 na 212 19.0 61.48 na 213 20.0 61.05 na 214 20.0 61.05 na 215 20.0 87.11 na 12 20.0 95.84 na TI 10.0 100.51 na TR 6.0 103.46 na 100.0 BE 0.5 106.86 na UI -3.0 108.46 na U2 -3.0 109.02 na UGI -3.0 109.05 na BFI 3.0 106.52 na BF2 3.0 115.92 na UG2 -3.0 118.59 na SRC 0.0 117.39 na The maximum velocity is 39.49 and it occurs in the pipe between nodes R26 and R27 t-tnai ummations - tanaara LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - WILING E - 2ND FLR UNIT CALC. Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'1 or Ftng's Pe Pv *** Notes Point Qt PI/UL Eqv. Ln. Total Pt Pn 200 0.0 1.08 1E 2.305 1.000 61.191 to 120 0.0 2.305 -0.433 201 0.0 0.0 0.0 3.305 Vel = 0 201 0.0 1.08 IT 5.762 1.000 60.758 to 120 0.0 5.762 0.0 202 0.0 0.0 0.0 6.762 0.0 Vet = 0 202 0.0 1.536 0.0 13.000 60.758 to 120 0.0 0.0 0.0 205 0.0 0.0 0.0 13.000 0.0 Vel = 0 0.0 0.0 60.758 K Factor =0 203 0.0 1.08 1E 2.305 1.000 61.191 to 120 0.0 2.305 -0.433 204 0.0 0.0 0.0 3.305 Vet = 0 204 0.0 1.08 IT 5.762 1.000 60.758 to 120 0.0 5.762 0.0 205 0.0 0.0 0.0 6.762 0.0 Vet = 0 205 0.0 1.536 IT 10.108 8.000 60.758 to 120 0.0 10.108 0.0 208 0.0 0.0 0.0 18.108 0.0 Vel = 0 0.0 0.0 60.758 K Factor = 0 206 0.0 1.08 1 2.305 1.000 61.191 to 120 0.0 2.305 -0.433 207 0.0 0.0 0.0 3.305 Vet = 0 207 0.0 1.08 IT 5.762 2.160 60.758 to 120 0.0 5.762 0.0 208 0.0 0.0 0.0 7.922 0.0 Vel = 0 208 0.0 2.703 0.0 9.750 60.758 to 120 0.0 0.0 0.0 211 0.0 0.0 0.0 9.750 0.0 Vet = 0 0.0 0.0 60.758 K Factor =0 209 0.0 1.08 1 2.305 1.000 61.191 to 120 0.0 2.305 -0.433 210 0.0 0.0 0.0 3.305 Vel =O 210 0.0 1.08 IT 5.762 2.160 60.758 to 120 0.0 5.762 0.0 211 0.0 0.0 0.0 7.922 0.0 Vet = 0 211 0.0 2.703 0.0 6.420 60.758 to 120 0.0 0.0 0.0 R28 0.0 0.0 0.0 6.420 0.0 Vet = 0 0.0 0.0 60.758 KFactor0 R20 29.00 1.101 1 3.825 7.080 35.027 K Factor 4.90 to 150 1 9.563 13.387 0.0 R22 29.0 0.1353 0.0 20.467 2.769 Vet = 9.77 0.0 nai L;alculatlons - tanaara LIFEGUARD FIRE PROTECTION Page 7 LA COSTA GLEN - WILING E - 2ND FLR UNIT CALC. Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv **** Notes *** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 29.00 37.796 K Factor = 4.72 R21 29.11 1.101 1 3.825 5.000 35.291 K Factor =4.90 to 150 IT 9.563 13.387 0.0 R22 29.11 0.1362 0.0 18.387 2.505 Vel= 9.81 R22 29.00 1.101 1 1.0 10.670 37.796 to 150 0.0 1.000 0.0 R26 58.11 0.4895 0.0 11.670 5.712 Vel = 19.58 0.0 58.11 43.508 K Factor = 8.81 R23 29.44 1.101 2E 7.65 5.750 36.093 K Factor 4.90 to 150 1R 1.0 8.650 0.0 R25 29.44 0.1391 0.0 14.400 2.003 Vel = 9.92 0.0 29.44 38.096 K Factor = 4.77 R24 29.65 1.101 1 9.563 1.000 36.608 K Factor 4.90 to 150 0.0 9.562 0.0 R25 29.65 0.1409 0.0 10.562 1.488 Vel = 9.99 R25 29.43 1.101 IT 9.563 1.160 38.096 to 150 0.0 9.562 0.0 R26 59,08 0.5048 0.0 10.722 5.412 Vel = 19.91 R26 58.11 1.101 2R 2.0 3.340 43.508 to 150 0.0 2.000 0.0 R27 117.19 1.7921 0.0 5.340 9.570 Vel = 39.49 R27 0.0 1.394 IT 9.523 4.000 53.078 to 150 0.0 9.523 0.0 R28 117.19 0.5679 0.0 13.523 7.680 Vel = 24.64 R28 0.0 2.703 0.0 8.580 60.758 to 120 0.0 0.0 0.0 214 117.19 0.0340 0.0 8.580 0.292 VeI= 6.55 0.0 117.19 61.050 KFactor 15.00 212 0.0 1.08 1 2.305 1.000 61.483 to 120 0.0 2.305 -0.433 213 0.0 0.0 0.0 3.305 Vel = 0 213 0.0 1.08 IT 5.762 2.160 61.050 to 120 0.0 5.762 0.0 214 0.0 0.0 0.0 7.922 0.0 Vel = 0 214 117.19 2.203 IF 2.728 252.000 61.050 to 120 2T 27.277 30.005 0.0 215 117.19 0.0924 0.0 282.005 26.056 Vel = 9.86 215 0.0 2.703 3E 27.976 209.250 87.106 to 120 IT 18.651 46.627 0.0 T2 117.19 0.0341 0.0 255.877 8.731 Vel = 6.55 T2 0.0 2.703 0.0 10.000 95.837 to 120 0.0 0.0 4.331 Ti 117.19 0.0342 0.0 10.000 0.342 Vel= 6.55 TI 0.0 3.314 7E 71.339 24.670 100.510 to 120 0.0 71.339 1.732 TR 117.19 0.0126 0.0 96.009 1.214 Vel = 4.36 1-mat uaicuiavons - tanaara LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN- WILING E - 2ND FLR UNIT CALC. Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** Notes Point at Pf/UL Eqv. Ln. Total Pf Pn TR 100.00 3.314 IE 10.191 5.500 103.456 Qa= 100 to 120 1Z 10.191 20.382 2.382 BE 217.19 0.0396 0.0 25.882 1.025 Vel = 8.08 BE 0.0 6.18 2E 45.637 14.000 106.863 to 150 0.0 45.637 1.516 UI 217.19 0.0013 0.0 59.637 0.076 Vel = 2.34 UI 0.0 6.09 4E 86.332 240.000 108.455 to 150 2T 92.499 178.831 0.0 U2 217.19 0.0014 0.0 418.831 0.567 Vel = 2.39 U2 0.0 6.09 0.0 20.000 109.022 to 150 0.0 0.0 0.0 UG1 217.19 0.0014 0.0 20.000 0.027 VeI= 2.39 UG1 0.0 6.16 2E 40.168 6.000 109.049 to 140 0.0 40.168 -2.599 BF1 217.19 0.0015 0.0 46.168 0.068 Vel = 2.34 BF1 0.0 6,16 iZie 0.0 4.000 106.518 to 140 0.0 0.0 9.400 *Fixed loss = 9.400 BF2 217.19 0.0015 0.0 4.000 0.006 Vet = 2.34 BF2 0.0 6.16 2E 40.168 6.000 115.924 to 140 0.0 40.168 2.599 UG2 217.19 0.0014 0.0 46.168 0.066 Vel = 2.34 UG2 0.0 6.09 1 4.625 20.000 118.589 to 150 IT 46.249 50.874 -1.299 SRC 217.19 0.0014 0.0 70.874 0.096 Vel = 2.39 0.0 217.19 117.386 KFactor 20.05 LIFEGUARD FIRE PROTECTIONS INC. APPROVED S/BITTED CAR~LNSBAD F1 LIFEGUARD FIRE PROTECTION 2605 TEMPLE HEIGHTS DRIVE SUITE "F" OCEANSIDE, CA 92056 760-806-9997 Job Name : LA COSTA GLEN - BUILDING E - 3RD FLR Building : BUILDING - E Location : AREA I - UPRIGHT CALC. (REVISED 3RD FLR. 1-1/2" LINES) System Contract Data File : LCG-BLDG-E-3RD-FLR-UPSI .WXF LIFEGUARD FIRE PROTECTION Page LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Hydraulic Design Information Sheet Name - LA COSTA GLEN Date - 9-29-06 Location - AREA 1 - UPRIGHT CALC. (REVISED 3RD FLR. 1-1/2" LINES) Building - BUILDING - E System No. - Contractor - Contract No. - Calculated By - JEREMIAH BASLCH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - S (X) NFPA 13 (X) Lt. Haz. Ord.Flaz.Gp. ( ) 1 C ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other REVISED NODE 320-321 ADDED 2 ELBOWS T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .10 ( ) Wet Make RELIABLE D Area Per Sprinkler - VARIES ( ) Dry Model Fl-FR E Elevation at Highest Outlet - 351 -0" ( ) Deluge Size 1/2" S Hose Allowance Inside - 100 C ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - C ) Other Temp.Rat.200 F G Hose Allowance - Outside - N Note CALC. AREA REDUCED PER NFPA 13, EDITION 1999 - SECTION - 7-2.3.2.4 Calculation Flow Required - 440.81 Press Required - 98.33 8 BE Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5/11/06 Cap. - T Time of Test - 10:30 AM Rated Cap.- Elev.- E Static Press - 150 @ Press - R Residual Press - 135 Elev. - Well Flow - 1330 Proof Flow S Elevation - U P Location - ON RUSH ROSE DRIVE P L Source of Information - FLOW TEST INFO. PROVIDED BY LIFEGUARD FIRE PROTECTION Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage C ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row C ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Water Supply Curve (C) LIFEGUARD FIRE PROTECTION Page 2 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 City Water Supply: Cl - Static Pressure : 135 C2 - Residual Pressure: 121.5 C2 - Residual Flow : 1330 150 140 130 P 120 R 110 E 100 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) 13.472 Dl - Elevation : 13.859 D2 - System Flow : 340.808 D2 - System Pressure : 119.778 Hose (Adj City) Hose ( Demand) : 100 03 - System Demand : 440.808 - Ct D2 C2 - S T ----------- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Flow i)lagram LIFEGUARD FIRE PROTECTION Page 3 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 14.8 44,9 77.3 114.7 51.2 51.2 51.2 300+- 3014- 302+. 303+. 304+. 305+. 306+. 308+. 309+. 310+. 311+. 312+. 313+. 314 29.7 60.5 95.1 51.2 51.2 51.2 0 45.3 5.1 51.2 51.2 51.2 315+. 316+- 311+- 318-, 319+. 320+. 3214- 322+. 323+. 3244- 325+- 326+. 327 22.6 17.8 27.9 51.2 51.2 51.2 21.3 65.4 27 50.4 50.4 328+. 329+- 330+. 331+- 3324- 3334- 334+- 336+. 338+- 337 42.6 3.8 50.4 50.4 48.9 338+. 339 47.5 340+- 341 46.8 3424-343 45 3444-346 63.5 308<-Al I 63.5 63 1 318+- A2 I 126.5 61. 331+- A3 I 188.1 338-, A4 t I 139.2 47. 340-, A5 1' I 91.8 46. 342-, Al t I 45 45 1 344-, A? 61.2 314+. 81 t I 51.2 51. 327+-82 I 102.3 50.+ 237+-83 1 I 152.7 48. 3394-84 t I 201.6 341+-BS 46.8 3434-. 87 I 46 451 345+-88 HOW uiagram LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - 3RD FLR 63.5 188.1 91.8 Al 4-A2 4-A3 4-M 4-A5 +- A6 4-Al 126.5 139.2 45 51.2 152.7 249.1 45 BI B2B3B4B64-Bl-,.B7--,B8 102.3 201.6 91.8 3.40.8 340.8 440.8 440.8 440.8 440.8 88 T3 - T2 TI YR - BE - UI - U2 +- UGI4- BFI BF2 UG24- SRC 340.8 340.8 440.8 440.8 440.8 440.8 Page 4 Date 9-29-06 Fittings Used Summary LIFEGUARD FIRE PROTECTION Page 5 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Fitting Legend Abbrev. Name IX. 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E 90 Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 1 T 90 Flowlhru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 1 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zie Wilkins 375 Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rressure I now oummary - i #i'iuircu LIFEGUARD FIRE PROTECTION Page 6 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 300 32.0 5.6 7.0 no 14.82 .10 87 7.0 301 32.0 5.6 7.09 no 14.91 .10 87 7.0 302 32.0 5.6 7.32 no 15.15 .10 87 7.0 303 32.0 5.6 7.81 no 15.65 .10 87 7.0 304 32.0 5.6 9.01 no 16.81 .10 87 7.0 305 32.0 5.6 10.03 no 17.74 .10 102 7.0 306 32.0 5.6 12.24 no 19.59 .10 102 7.0 308 32.0 16.05 no 309 32.0 27.71 no 310 32.0 28.53 no 311 32.0 29.35 no 312 32.0 30.17 no 313 32.0 30.99 no 315 31.0 16.23 no 316 31.0 5.6 16.23 no 22.56 .10 90 7.0 317 31.0 5.6 16.44 no 22.7 .10 115 7.0 318 31.0 16.74 no 319 31.0 5.6 16.64 no 22.84 .10 115 7.0 320 31.0 5.6 16.65 no 22.85 .10 115 7.0 321 31.0 5.6 17.21 no 23.23 .10 35 7.0 322 31.0 26.54 no 323 31.0 27.37 no 324 31.0 28.31 no 325 31.0 29.25 no 326 31.0 30.19 no 328 32.0 5.6 14.44 no 21.28 .10 36 7.0 329 32.0 5.6 14.54 no 21.36 .10 36 7.0 330 31.0 5.6 16.52 no 22.76 .10 115 7.0 331 31.0 17.11 no 332 31.0 5.6 17.12 no 23.17 .10 115 7.0 333 31.0 5.6 17.44 no 23.39 .10 115 7.0 334 31.0 30.99 no 335 31.0 32.06 no 336 31.0 33.13 no 338 31.0 21.33 no 340 31.0 21.59 no 342 31.0 21.71 no 344 31.0 21.74 no 314 31.0 54.69 no 327 31.0 54.86 no 337 31.0 55.16 no 339 31.0 55.69 no 341 31.0 56.46 no 43 31.0 56.46 no 345 31.0 56.43 no Al 30.0 19.35 no A2 30.0 19.46 no A3 30.0 19.73 na A4 30.0 20.34 no A5 30.0 20.67 no A6 30.0 20.83 no BI 30.0 56.76 no B2 30.0 56.84 no 133 30.0 57.1 no 134 30.0 57.54 no B5 30.0 58.24 no 86 30.0 58.4 no 87 30.0 58.21 no T3 30.0 67.84 no T2 20.0 74.88 no Ti 10.0 81.67 no TR 6.0 92.15 no 100.0 I-low summary - tanaara LIFEGUARD FIRE PROTECTION LA COSTA GLEN - BUILDING E - 3RD FLR Page 7 Date 9-29-06 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. BE 0.5 98.33 na Ui -3.0 101.4 na U2 -3.0 113.04 na UGI -3.0 113.64 na BFI 3.0 111.29 na BF2 3.0 117.87 na UG2 -3.0 120.72 na SRC 0.0 119.78 na The maximum velocity is 19.06 and it occurs in the pipe between nodes 13 and T2 i-mat taicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 8 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 300 14.82 1.639 IE 4.363 6.000 7.000 K Factor = 5.60 to 120 0.0 4.363 0.0 301 14.82 0.0085 0.0 10.363 0.088 Vel = 2.25 301 14.91 1.639 0.0 7.500 7.088 K Factor = 5.60 to 120 0.0 0.0 0.0 302 29.73 0.0308 0.0 7.500 0.231 Vel = 4.52 302 15.15 1.639 0.0 7.500 7.319 K Factor = 5.60 to 120 0.0 0.0 0.0 303 44.88 0.0661 0.0 7.500 0.496 Vet = 6.82 303 15.65 1.639 1 4.363 6.000 7.815 K Factor = 5.60 to 120 0.0 4.363 0.0 304 60.53 0.1148 0.0 10.363 1.190 Vel = 9.20 304 16.81 1.639 0.0 5.670 9.005 K Factor =5.60 to 120 0.0 0.0 0.0 05 77.34 0.1808 0.0 5.670 1.025 Vel = 11.76 305 17.73 1.639 0.0 8.340 10.030 K Factor = 5.60 to 120 0.0 0.0 0.0 306 95.07 0.2650 0.0 8.340 2.210 Vel = 14.46 306 19.59 1.639 0.0 10.160 12.240 K Factor =5.60 to 120 0.0 0.0 0.0 308 114.66 0.3746 0.0 10.160 3.806 VeI= 17.44 308 -63.48 1.639 4E 17.453 121.000 16.046 to 120 0.0 17.453 0.0 309 51.18 0.0842 0.0 138.453 11.662 Vel = 7.78 309 0.0 1.639 0.0 9.750 27.708 to 120 0.0 0.0 0.0 310 51.18 0.0843 0.0 9.750 0.822 Vel = 7.78 310 0.0 1.639 0.0 9.750 28.530 to 120 0.0 0.0 0.0 311 51.18 0.0842 0.0 9.750 0.821 VeI= 7.78 311 0.0 1.639 0.0 9.750 29.351 to 120 0.0 0.0 0.0 312 51.18 0.0842 0.0 9.750 0.821 VeI= 7.78 312 0.0 1.639 0.0 9.750 30.172 to 120 0.0 0.0 0.0 313 51.18 0.0843 0.0 9.750 0.822 Vel = 7.78 313 0.0 1.639 4E 17.453 258.750 30.994 to 120 0.0 17.453 0.433 314 51.18 0.0842 0.0 276.203 23.266 Vel = 7.78 0.0 51.18 54.693 K Factor = 6.92 315 0.0 1.08 1E 2.305 1.420 16.225 to 120 IT 5.762 8.067 0.0 316 0.0 0.0 0.0 9.487 0.0 Vel = 0 316 22.56 1.639 0.0 11.420 16.225 K Factor 5.60 to 120 0.0 0.0 0.0 317 22.56 0.0185 0.0 11.420 0.211 Vel = 3.43 317 22.70 1.639 0.0 4.500 16.436 K Factor 5.60 to 120 0.0 0.0 0.0 318 45.26 0.0671 0.0 4.500 0.302 Vel = 8.88 1-Inal uaicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 9 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 318 -63.04 1.639 0.0 8.500 16.738 to 120 0.0 0.0 0.0 319 -17.78 -0.0119 0.0 8.500 -0.101 Vel = 2.70 319 22.85 1.639 0.0 12.500 16.637 K Factor =5.60 to 120 0.0 0.0 0.0 320 5.07 0.0012 0.0 12.500 0.015 Vel = 0.77 320 22.85 1.639 2E 8.727 11.750 16.652 K Factor =5.60 to 120 0.0 8.727 0.0 321 27.92 0.0274 0.0 20.477 0.562 Vel = 4.25 321 23.23 1.639 4E 17.453 93.340 17.214 K Factor = 5.60 to 120 0.0 17.453 0.0 322 51.15 0.0841 0.0 110.793 9.323 VeI= 7.78 322 0.0 1.639 0.0 9.920 26.537 to 120 0.0 0.0 0.0 323 51.15 0.0841 0.0 9.920 0.834 VeI= 7.78 323 0.0 1.639 0.0 11.160 27.371 to 120 0.0 0.0 0.0 324 51.15 0.0841 0.0 11.160 0.939 Vel = 7.78 324 to 325 0.0 51.15 1.639 120 0.0842 0.0 0.0 0.0 11.160 0.0 11.160 28.310 0.0 0.940 Vel= 7.78 325 0.0 1.639 0.0 11.160 29.250 to 120 0.0 0.0 0.0 326 51.15 0.0841 0.0 11.160 0.939 VeI= 7.78 326 0.0 1.639 6E 26.18 267.000 30.189 to 120 0.0 26.180 0.0 327 51.15 0.0841 0.0 293.180 24.670 Vel = 7.78 0.0 51.15 54.859 KFactor= 6.91 328 21.28 1.639 0.0 6.000 14.444 K Factor 5.60 to 120 0.0 0.0 0.0 329 21.28 0.0167 0.0 6.000 0.100 Vel = 3.24 329 21.36 1.639 3E 13.09 12.670 14.544 K Factor 5.60 to 120 0.0 13.090 0.433 330 42.64 0.0601 0.0 25.760 1.548 Vel = 6.48 330 22.76 1.639 0.0 4.420 16.525 K Factor= 5.60 to 120 0.0 0.0 0.0 331 65.4 0.1326 0.0 4.420 0.586 Vel = 9.95 331 -61.57 1.639 0.0 8.500 17.111 to 120 0.0 0.0 0.0 332 3.83 0.0007 0.0 8.500 0.006 Vel = 0.58 332 23.17 1.639 0.0 12.500 17.117 K Factor =5.60 to 120 0.0 0.0 0.0 333 27.0 0.0258 0.0 12.500 0.322 VeI= 4.11 333 23.39 1.639 1 O 43.633 122.000 17.439 K Factor = 5.60 to 120 0.0 43.633 0.0 334 50.39 0.0818 0.0 165.633 13.555 Vel = 7.66 334 0.0 1.639 0.0 13.080 30.994 to 120 0.0 0.0 0.0 3.115 50.9 OURIR 00 1.080 1.070 VeI= 7.86 t-irrai t..aicuiations - stanaara LIFEGUARD FIRE PROTECTION Page 10 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Hyd. 03 Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv Notes Point at Pf/UL Eqv. Ln. Total Pf Pn 335 0.0 1.639 0.0 13.080 32.064 to 120 0.0 0.0 0.0 336 50.39 0.0819 0.0 13.080 1.071 Vel = 7.66 336 0.0 1.639 2E 8.727 260.420 33.135 to 120 0.0 8.727 0.0 337 50.39 0.0818 0.0 269.147 22.025 Vet = 7.66 0.0 50.39 55.160 K Factor = 6.78 338 48.85 1.639 4E 17.453 427.080 21.332 to 120 0.0 17.453 0.0 339 48.85 0.0773 0.0 444.533 34.353 Vet = 7.43 0.0 48.85 55.685 K Factor = 6.55 340 47.49 1.639 9E 39.27 436.160 21.588 to 120 0.0 39.270 0.0 341 47.49 00733 0.0 475.430 34.868 Vet = 7.22 0.0 47.49 56.456 K Factor = 6.32 342 46.76 1.639 9E 39.27 448.420 21.709 to 120 0.0 39.270 0.0 343 46.76 0.0713 0.0 487.690 34.755 VeI= 7.11 0.0 46.76 56.464 K Factor = 6.22 344 44.99 1.639 13E 56.723 465.830 21.742 to 120 0.0 56.723 0.0 345 44.99 0.0664 0.0 522.553 34.684 Vet = 6.84 0.0 44.99 56.426 K Factor = 5.99 308 63.48 1.639 2T 17.453 2.000 16.046 to 120 0.0 17.453 0.866 Al 63.48 0.1255 0.0 19.453 2.441 Vet = 9.65 0.0 63.48 19.353 K Factor 14.43 318 63.04 1.639 21 17.453 1.000 16.738 to 120 0.0 17.453 0.433 A2 63.04 0.1239 0.0 18.453 2.286 Vet = 9.59 0.0 63.04 19.457 KFactor= 14.29 331 61.57 1.639 2T 17.453 1.000 17.111 to 120 0.0 17.453 0.433 A3 61.57 0.1186 0.0 18.453 2.188 VeI = 9.36 0.0 61.57 19.732 KFactor= 13.86 338 -48.85 1.639 21 17.453 1.000 21.332 to 120 0.0 17.453 0.433 A4 48.85 -0.0772 0.0 18.453 -1.425 VeI= 7.43 0.0 -' rini towcuiations - tanuuru LIFEGUARD FIRE PROTECTION Page 11 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 H.yd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv £*pAAA Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn -48.85 20.340 K Factor = -10.83 340 -47.49 1.639 2T 17.453 1.000 21.588 to 120 0.0 17.453 0.433 A5 -47.49 -0.0733 0.0 18.453 -1.353 VeI = 7.22 0.0 -47.49 20.668 K Factor = -10.45 342 -46.76 1.639 2T 17.453 1.000 21.709 to 120 0.0 17.453 0.433 A6 -46.76 -0.0713 0.0 18.453 -1.315 VeI = 7.11 0.0 -46.76 20.827 K Factor = -10.25 344 -44.99 1.639 2T 17.453 2.000 21.742 to 120 0.0 17.453 13.426 Al -44.99 -0.0664 0.0 19.453 -1.292 Vel = 6.84 0.0 .44.99 33.876 K Factor = -7.73 314 51.18 1.639 2T 17.453 2.000 54.693 to 120 0.0 17.453 0.433 Bi 51.18 0.0843 0.0 19.453 1.639 Vel= 7.78 0.0 51.18 56.765 K Factor = 6.79 327 51.15 1.639 2T 17.453 1.000 54.859 to 120 0.0 17.453 0.433 B2 51.15 0.0841 0.0 18.453 1.552 VeI = 7.78 0.0 51.15 56.844 KFactor = 6.78 337 50.39 1.639 2T 17.453 1.000 55.160 to 120 0.0 17.453 0.433 B3 50.39 0.0818 0.0 18.453 1.510 VeI= 7.66 0.0 50.39 57.103 K Faótor = 6.67 339 48.85 1.639 2T 17.453 1.000 55.685 to 120 0.0 17.453 0.433 B4 48.85 0.0773 0.0 18.453 1.426 VeI = 7.43 0.0 48.85 57.544 K Factor = 6.44 341 47.49 1.639 2T 17.453 1.000 56.456 to 120 0.0 17.453 0.433 85 47.49 0.0733 0.0 18.453 1.353 VeI = 7.22 0.0 47.49 58.242 K Factor = 6.22 343 46.76 1.639 2T 17.453 1.000 56.464 to 120 0.0 17.453 0.433 B7 46.76 0.0713 0.0 18.453 1.315 VeI = 7.11 0.0 46.76 58.212 KFactor = 6.13 345 44.99 1.639 2T 17.453 2.000 56.426 to 120 0.0 17.453 13.426 B8 44.99 0.0664 0.0 19.453 1.291 VeI = 6.84 rinat .,aicuiations - tanaara LIFEGUARD FIRE PROTECTION Page 12 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv W** Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 44.99 71.143 KFactor = 5.33 Al 63.48 2.703 0.0 9.500 19.353 to 120 0.0 0.0 0.0 A2 63.48 0.0109 0.0 9.500 0.104 Vel = 3.55 A2 63.04 2.703 0.0 7.000 19.457 to 120 0.0 0.0 0.0 A3 126.52 0.0393 0.0 7.000 0.275 Vel = 7.07 A3 61.57 2.703 0.0 7.420 19.732 to 120 0.0 0.0 0.0 A4 188.09 0.0819 0.0 7.420 0.608 Vel = 10.52 A4 -48.85 2.703 0.0 7.000 20.340 to 120 0.0 0.0 0.0 A5 139.24 0.0469 0.0 7.000 0.328 Vel = 7.79 A5 47.49 2.703 0.0 7.340 20.668 to 120 0.0 0.0 0.0 A6 91.75 0.0217 0.0 7.340 0.159 Vek 5.13 A6 -46.76 2.703 0.0 9.670 20.827 to 120 0.0 0.0 12.993 A7 44.99 0.0058 0.0 9.670 0.056 Vel = 2.52 0.0 44.99 33.876 K Factor = 7.73 BI 51.18 2.703 0.0 10.830 56.765 to 120 0.0 0.0 0.0 82 51.18 0.0073 0.0 10.830 0.079 Vel = 2.86 82 51.15 2.703 0.0 9.750 56.844 to 120 0.0 0.0 0.0 B3 102.33 0.0266 0.0 9.750 0.259 Vel = 5.72 B3 50.39 2.703 0.0 7.920 57.103 to 120 0.0 0.0 0.0 84 152.72 0.0557 0.0 7.920 0.441 Vel = 8.54 84 48.85 2.703 0.0 7.500 57.544 to 120 0.0 0.0 0.0 B5 201.57 0.0931 0.0 7.500 0.698 VeI = 11.27 85 47.49 2.703 0.0 1.160 58.242 to 120 0.0 0.0 0.0 B6 249.06 0.1379 0.0 1.160 0.160 VeI= 13.93 B6 -340.81 2.703 0.0 8.750 58.402 to 120 0.0 0.0 0.0 B7 -91.75 -0.0217 0.0 8.750 -0.190 Vel = 5.13 B7 46.76 2.703 0.0 10.750 58.212 to 120 0.0 0.0 12.993 B8 -44.99 -0.0058 0.0 10.750 -0.062 Vel = 2.52 0.0 -44.99 71.143 KFactor -5.33 BS 340.81 2.703 2E 18.651 19.750 58.402 to 120 0.0 18.651 0.0 T3 340.81 0.2459 0.0 38.401 9.442 Vel = 19.06 rirai t.aicutations - tanuaru LIFEGUARD FIRE PROTECTION Page 13 LA COSTA GLEN - BUILDING E - 3RD FLR Date 9-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/UL Eqv. Ln. Total Pf Pn T3 0.0 2.703 0.0 11.000 67.844 to 120 0.0 0.0 4.331 T2 340.81 0.2458 0.0 11.000 2.704 VeI= 19.06 12 0.0 2.703 0.0 10.000 74.879 to 120 0.0 0.0 4.331 TI 340.81 0.2459 0.0 10.000 2.459 Vel = 19.06 11 0.0 3.314 7E 71.339 24.670 81.669 to 120 0.0 71.339 1.732 TR 340.81 0.0911 0.0 96.009 8.750 VeI= 12.68 TR 100.00 3.314 IE 10.191 5.500 92.151 Qa100 to 120 1Z 10.191 20.382 2.382 BE 440.81 0.1467 0.0 25.882 3.797 Vel = 16.40 BE 0.0 4.23 2E 38.446 14.000 98.330 to 150 0.0 38.446 1.516 UI 440.81 0.0296 0.0 52.446 1.551 Vel = 10.06 UI 0.0 4.23 4E 76.893 240.000 101.397 to 150 2T 76.893 153.786 0.0 U2 440.81 0.0296 0.0 393.786 11.647 Vel = 10.06 U2 0.0 4.23 0.0 20.000 113.044 to 150 0.0 0.0 0.0 UGI 440.81 0.0296 0.0 20.000 0.591 Vel = 10.06 UGI 0.0 6.16 2E 40.168 6.000 113.635 to 140 0.0 40.168 -2.599 BFI 440.81 0.0054 0.0 46.168 0.250 Vel = 4.75 BFI 0.0 6.16 IZie 0.0 4.000 111.286 to 140 0.0 0.0 6.566 * Fixed loss = 6.566 BF2 440.81 0.0052 0.0 4.000 0.021 Vel = 4.75 BF2 0.0 6.09 2E 37.994 6.000 117.873 to 140 0.0 37.994 2.599 UG2 440.81 0.0057 0.0 43.994 0.250 Vel 4.86 UG2 0.0 6.09 IG 4.625 20.000 120.722 to 150 IT 46.249 50.874 -1.299 SRC 440.81 0.0050 0.0 70.874 0.355 Vel = 4.86 0.0 440.81 119.778 K Factor = 40.28 Lifeguard ñre Protection Inc. 2605 Temple fle1qht5 Drive, 5te. f Ocevn5lde, CA 9256 Ip (760) 506-9997 F ('760) 506-45 / 3 6 e,e APPROVED el 4UTTED CARLSBAD Fl E PA TMENT La Co5tei Glen - Pha-5e 4 FIre Protection Material 5ubmltt.71 5prinkler.5 REVIEWED APPROVED_________________________ APPROVED AS NOTED_______________ NOT APPROVED- RESUBMIT___________ This checking and approval covers coordination of work, field dimensions, and layout. Conformance with design concept not checked. Weitz Company approval does not relieve Supplier of contractual obligations. SPECIFICATION REFERENCE ! I 5 THE WEITZ COMPANY GENERAL CONTRACTORS By fti) Date _27 Checking is only for general confirmation with the design Concept of the Project and general compliance with the information given In the Performance Specifications. TSUCHIYAMA KAINO SUN & CARTER CONSULTING MECHANICAL ENGINEERS Bulletin 136 Rev.M Model Fl FR Rel Model F1 FR Recessed Quick Response Sprinklers to Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters' Laboratories of Canada (ULC) Certified by FM Approvals Loss Prevention council (LPC, UK) NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model Fl FR Vertical Sidewall Sprinklers. Product Description Reliable Models Fl FR and Fl FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models Fl FR and Fl FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response spnklers. This quick response enables the Model Fl FR and Fl FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex- IlL Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall Recessed Pendent HSW 1 Deflector (Model FP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type Standard-Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position K Factor Sprinkler Height Approval Organization Num r (SIN) Sprinkler Identification be US Metric SSU SSP )" (15mm) Standard Orifice with /2' NPT (R/2) Thread 5.6 80 2.2" (56mm) ___________ 1,2,3,4,56,7 R3625 R3615 %" (20mm) Large Orifice with " NPT (R34)Thread 6.0 115 2.3" (58mm) 1,2,3,4,7,8 R3622 R3612 16" (17mm) Small Orifice with ," NPT (R2) Thread 4.2 60 2.2" (56mm) 1,2,8 R3623 R3613 3" (10mm) Small Orifice with X" NPT (R)) Thread 2.8 40 2.2" (56mm) 1,2,8 R3621 R3611 10mm Orifice XU-1 with R%" Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional-Install in Upright or Pendent Position 4.2 5.6 8.0 60 80 115 56mm 56mm 58mm - 4,6,7 4,7 R3674 R3675 R3672 lomm Orifice XLH with R%Thread 15mm Standard Orifice with )" NPT (R,3 ) Thread 20rnn Large Orifice with 3A" NPT (R-/, read Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler I Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval() Organizations Sprinkler Identification Number (SIN) US Metric " (15mm) )" NPT (R½) 5.6 80 2.2' (58mm) 1,2,3,4,5,7,8 R3615 %"NF1(R34) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 Y16" (11mm) )" NPT (R½) 4.2 60 2.2" (56mm) 1,2,8 R3613 %" (10mm) )" NPT (R½) 2.8 40 2.2" (56mm) 1,2,8 R3611 10mm Rys 4.2 60 56mm 4,7 R3614 Refer to escutcheon data table for approvals and dimensions. 2 I/4 NSf ON. [57.2mm] IE_ I I2/I6 ON [49.2mm) I' N I REDUCER TURN COLLAR ACAWST SPRINKLER UNTIL lIGhT WRENCH ROSS ___•\\\\ FACE - OF FETING 10 ADJUSTMENT 00%Vd CEILING DIMENSION [32,n,,,) 227/32Di I [72.2,,,,,,] I56FGO I_C (I) REFER TO Fl B 12 EsCI)rcuroN DATA TABLE FOR APPROVALS AND DIMENSIONS. - 2 5/8 014 [66.7mm] HOLE IN CEILING 2 5/16 014. [58.7mm] - CUP Ix I/2 REDUCER I / CEILING OF FITTING AJ--- ro FACE OF CEIUNG DIMENSION (1) FACE 4 ADJUST REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US I Metric ½' '/2"NPT(R½) 5.6 80 2.21'(56mm) 1,2,3,6,8 15mm ½" NPT(R1/2) 5.6 80 2.2" (56mm) 4(1) R3685 (1) LPC Approval is for Pendent position only. Vertical Sidewall I US Patent No. 6,374,920 r Orientation I Deflector to Ceiling I Dimension (Mm. - Max.) Upright 411- 12" (102mm - 305mm) Pendent 611- 12" (152mm - 305mm) j Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: I Approval Organizations I K Factor I and Type of Approval I Sprinkler Nominal Orifice Thread Size Sprinkler Length Identification Number (SIN) US I I Metric Light I Ordinary I Hazard Hazard I %" (15mm) )" NPT(R½) 5.6 80 2.63" (67mm) 1,23,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with Fl or F2 recessed escutcheon. 1.56FG04 FACE OF FITTING TO - WALL DIMENSION 1 '14'*MIN. ! -2 1/4 HOLE D/A. /8mmj --l'8 1572,mr,] j [131.6rnm-12.4mrnJ CEILING TO X 1/2" REDUCER mm DEFLECTOR 2 '4 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. AWUS/Mt,'Ii (i) RErER TO ESCUTI-ICEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Horizontal Sidewall 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model Fl FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model Fl FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model Fl FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model Fl FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler JPt!1!r Max. Ambient Temp. Bulb Color Q_ Ordinary 57 135 1XrF(38°C) Orange Ordinary 68 155 1oF(38eC) Red Intermediate 79 175 150-F (66-C) Yellow Intermediate 93 200 150-F (66-C) Green High (1) 141 286 225eF(1070C) Blue (1) Not available for recessed sprinklers. Escutcheon Data Escutcheon Face of Appmvals "A" Fitbng Model A4uWrwM Dimension to Calling or Wall Dimension 1/ Fl 1,24,8 Max Recess (38.1mm) %6" '%e Min Recess %" (5mm-24nsn) (19.1mm) 1y,' F2 1,2,3,4,5,7,8 Max Recess (38.1 mm) %"- ')a Min Recess (5rwn - 17mm) (24mm) FP 1,2 Max Recessed 7/ /16 (11mm) 1X"(38.lrrrn) Thread-off 1,2 Mm Recessed 5/ 't6" 1"(25.4ffm) (24 1 mm) No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes ""2' Standard Finishes utcheon Bronze Sprinkler rBras Chrome Plated ated (3) White Polyester Coated ted (3) Special Application Finishes Sprinkler Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult the factory for details. FM Approvals is limited to bronze and brass, chrome or black plated finishes only. FP Push-on/Thread-off escutcheon Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size 4, Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 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 50 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign Countries. Manufactured by Rellabld The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 Sales Offices (800)848-6051 Sales Fax (914)668-3470 Corporate Offices aww.reliablesprinkler.com Internet Address @ Recycled Paper Revision lines indicate updated or new data EG. Printed in U.S.A. 7/05 P/N9999970027 Bulletin 135 Rev.E 1.1able Model Fl Residential Sprinklers Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: F1 Res 49Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 49 CCP Pendent Fl Res 58 CCP Pendent F1 Res 44HSW Fl Res 44 Recessed HSW/F2 F1 Res 58HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2, NYC MEA 258-93-E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs. 5,6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K-Factor of 4.9, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. F1 Res 49&58 F1 Res 49&58 Recessed Pendent/ Fl Recessed Pendent/ F Fl Res 49&58 Fl Res 44 & 58 COP Pendent Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 Recessed HSW/F2 Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT ® ½) K-Factor: 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model Fl Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552 Installation Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & SWC sprinklers use only the Model GFR1 sprinkler wrench; for installing Model Fl Res Recessed HSW sprinklers use only the Model GFR1 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 and 40 HSW with a ceiling to deflector distance of 4"- 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. Model Fl Res 49 & 58 Pendent Model Fl Res 49 & 58 Recessed Pendent I Fl Fl escutcheon, 3/411 (19mm) adjustment Fig. 1 Fig. 2 2. Technical Data: Fl Res 49 Pendent and Recessed Pendent Thread Sprinkler Temp. Max.Ambient Max. Actual Sprinkler Size Rating Pressure Temp. K Length Factor Inch (mm) psi (bar) OF OC y2"NPT (Ry2) 155 175 68 I 79 175 (12) 100 150 38 66 2.25 (57) Escutcheon*, Fl or F2, Data: T '1 Adjustment "A" Face Of fitting to CdIfl Inch (mm) Inch (mm) Inch (mm) Fl /4(19.0) Min.= Y4" (19.1) Max.=ly," (38.1) 3A615/6(4.724.0) F2 /2 (12.7) Min.= 15/a (23.8) Max.=1y" (38.1) % (4.7 - 17.4) ______________ * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler Deflector - to- ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) R3516 16.7(1.14) 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16x 16(4.9x4.9) 13(49) 7.0 (0.48) 18 x 18 (5.56.5) 1 17(64.3) 12.0(0.83) 20x20(6.1x6.1) 20(75.7) *Defltor - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12X 12 (3.6x3.6) 15 (57) 9.4 (0.65) R3516 20.2(l.4) 14 x 14 (4.3x4.3) 16 (60.5) 10.6(0-73) 16x 16(4.9x4.9) 17(64.3) 12.0 (0.83) 18 x 18 (5.5x5.5) 19(72) 15.0(1.0) 20 x 20(6. 1x6. 1) 22 (83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Sprinkler Max. Thread P. MaxAmbient K Sprinkler Size Rating Pressure Temp. Factor Length psi (bar) Inch (mm) -F -C OF! O( 1/20 NPT (R½) 155 175 68 I 79 175(12) 100 150 I 38 I 66 5.8 2.25(57) Max. Sprinkler Flow Pressure Ceiling -to Sprinkler Spacing gpm (Lpm) psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 12x 12(3.6x3.6) 16(61) 7.6 (0.53) 1-4 (25-100) 14.4(l.0) R3513 14 x 14 (4.3x4.3) 16 (61) 7.6(0.53) 16 x 16 (4.9x4.9) 16 (61) 7.6(0.53) 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 20 x 20(6.1x6.1) 22(83.3) 3. Model Fl Res 49 & 58 • Model Fl Res 49 & 58 CCP Pendent Recessed Pendent I FP FP push-on/thread-off escutcheon - 2 5/8 [667mm] 0/4. 2 51W 0/A. HOLE IN CEILING [58.7mm] CUP r,Am lam — I 1/2 REDUCER CUP ::: CE EIJ MAX,: 3 X. FACE OF '-'• DIMENSION TO FACE OF CEILING COVER ADJUSTMENT HEIGHT 3 5/16 0/4. 135FG048 [84.7mm] Fl RES 49 & 58 CCP PEND. Fig. 3 _z.,,'r08& f$&M..1__._. ,'mtvi CZX% cto I I L. ----------- /7 /DOC(P I I ccII,.c , / 1. ~P MOMENT Fig. 4 4. Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Sprinkler CCP Assembly Max. Max. Sprinkler Thread Size Temp. Rating Temp. Pressure Ambient Temp. K Factor Length Rating psi (bar) ______ Inch (mm) ______ ¶I0C OFI °C oFoC _____ 1/2NPT 155 68 135 57 175 (12) 100 38 4.9 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0(0.48) R3516 1 16.7(1.14) 14 x 14 (4.3x4.3) 13 (49) 7.0(0.48) 16 x 16 (4.9x4.9) 1 14 (53) 1 8.2(0.56) 18 x 18(5.5x5.5) 18(68.1) 13.5(0.93) 20x 20 (6.1x6.1) 20(75.7) CCP Ootions Data: "B" Cover Adjustment CCP Height Inch (mm) Inch (mm) %(12.7) '3<R(24) 3/4 (19) FP Data "A": FP Position Inch (mm) I Max. Recessed I X6(11) Mm. Recessed 15/6 (24) 1 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. cessed PendentlFP 5. Model Fl Res 44 & 58 HSW Model Fl Res 44&58 Recessed HSW/F2 F2 escutcheon, /2" (13mm) aajustmeni Technical Data: Fl Res 44 HSW & HSW/F2 Escutcheon, F2, Data: Type Adjustment Face of Filling I to wall Inch (mm) Inch (mm) F2 y2 (13) k -%(4.7 -17.4 Thread Sprinkler Temp. Max. Ambient K Spnnkler Size Rating Pressure Temp. I Factor Length Inch (mm) psi (bar) OF OC 1/2"NPT (R½) 155 175 I 68 I 79 175(12) 100 150 38 I 66 4.4 2.45(62) Max. Sprinkler Spacing It (m) "A" ceiling Deflector Inch (mm) er Temp. Sprinkl Rating °F (°C) Flow gpm (Lpm) Pressure PSI (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175(79) 12(45.4) 7.5(0.52) R3531 14x 14(4.3x4.3) 155(68) 175(79) 14(53.0) 10.2 (0.71) 16 x 16 (4.9x4.9) 155(68) 175 (79) 16(60.6) 13.3(0.92) 16x 18(4.9x5.5) 155(68) 175(79) 18 (68.1) 16.8(l.16) 18x 16(5.5x5.5) 155(68) 175(79) 19(72.0) 18.7(1.29) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 155(68) 175(79) 14(53.0) 10.2 (0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155 (68) 175(79)1 16(60.6) 13.3 (0.92) 16x 16(4.9x4.9) 155(68) 175(79) 17(64.4) 15.0(1.04) 16x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43) 16 x 20 (4.9x6. 1) 155(68) 175(79) 23(87.1) Escutcheons F2. Data: Type Adjustment I Face of Fitting I to wall Inch (mm) Inch (mm) I F2 y2 (13) I -1)(,(4.7-17.4)I Technical Data: Fl Res 58 HSW & HSW/F2 Thread Sprinkler Temp. Max.Ambient Max K Sprinkler Size Rating Pressure psI (bar) Temp. Factor Length Inch (mm) OF IOC OF -C W'NPT 155 68 175(12) 100 38 5.8 2.45(62) (fl1/2) 175 I 79 150 I 66 Max Sprinkler Spacing ft(m) ceiling-to- Deflector Inch (mm) SpnnklerTemp. Rating OF (3 Flow gpm (1pm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175 (79) 16(60.6) 7.6(0.53) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18 (68.2) 9.7 (0.67) 16x 16(4.9x4.9) 155(68) 175(79) 21(79.5) 13.2 (0.91) 16x 18(4.9x5.5) 155(68) 175(79) 25(94.7) 18.6(1.28) 16 x 20 (4.9x6. 1) 155(68) 175(79) 29(109.8) 25(1.73) 12x 12(3.6x3.6) 6-12 (152305) 155(68) 175(79) 22(83.3) 14.4(l.0) 28.6(1.97) 14x 14(4.3x4.3) 155 (68) 175(79) 22(83.3) 14.4(1.0) 16x 16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39) 16x 18(4.9x5.5) 155(68) 175(79) 31(117.4) Model Fl Res 44 SWC 4' 'o 12' 1101.60rr.m re 044 0') V4 [.11, PGcc 0111,1:1 0/ C0VCft. 1er T W1 I r ro Aa,us' uMrL / rr AAJT WALL. r L 1/2' RIOmt,4 I 618 ;: 25/?6: _iiJ' ;j Oro* Giv. ,, YUP1/ COLLAR urL ifcwr WRfArH 601 Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Sprinkler Temp. Cover Temp. Rating Max. Pressure Max. Ambient Temp. K Sprinkler Length Sim Rating psi (bar) Factor Inch (mm) OFOC OF °C OF ____ 1/2's NPT (RI/2) 155 68 135 57 175(12) 100 OC 38 4.4 2.45(62) Max. Sprinkler Spacing ft (m) Ceiling Deflector Inch (mm) Flow 913M (Lpm) PressurePressure (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13 (49.2) 8.7(0.60) R3531 20.7(1.43) 14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 16 x 16(4.9x4.9) 17(64.3) 15.0 (1.1) 16 x 18 (4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23 (87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 1 6-12 (152-305) I 14(52.9) 10.2(0.71) 14x 14(4.3x4.3) 15 (56.7) 11.7 (0.81) 16x 16(4.9x4.9) 18 (68.1) 16.8 (1.16) 16 x 18 (4.94.5) 20(75.6) Model Fl Res 40 Recessed HSW/F2 F2 escutcheon, /2" (13m adjustment FACE OF r1fTW6 TO - WALL 17tiEN5lON 2 1/4 HOLE 014. (57.2'"] r x ,ir ZEDIXER T 'v3 ;5/t DM. 4j4 •j L. TV/TN C0W4R UNTIL '-' TIC147 447NNST S, VRAVXL!R WRTNCII Boss. 277t77-1 I 1/4' M'L. [3I.8NIJ -. CE:LlN TI 01w. ?610N .L I 21'J2 £14. I)JGL6-C ADJLJ5TMWT 35FG35 Fl RES 58, 44 & 40 HSW/F2 Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Escutcheon. F2. Data: Thread size Sprinkler Temp. Rating Pressure psi (bar) Max. Ambient T emp. K Factor Sprinkler Length Inch (mm) OFIOC OFOC ½"NPT (R½) 155 175 68 79 175(12) 100 150 38 66 4.0 2.45 (62) Type Adjustment' Face of Fitting towall I Inch (mm) Inch (mm) F2 Y2 (13) %(47-174)J Ma.Spiinkler Ceiling Sprinkler Temp. flow Pressure Sprinkler Spacing Deflector Rating gpm psi (bar) Identification ft (m) °F (°C) Inch (mm) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175(79) 13(49.0) 10.6(0.73) R3538 25.0(1.72) 14x 14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10) 16x 16(4.9x4.9) 155 (68) ______ 17(64.3) 18.1 (1.24) 16x 16(4.9x4.9) 175(79) 18(68.1) 20.2(1.39) 16x 18(4.9x5.5) 155 68 175(79) 20(75.7) 25.0(1.72) 18 x 18 (5.5x5.5) 155(68) 175 (79) 22(83.3) 30.2(2.08) 16 x 20 (4.9x6.1) 155(68) 175(79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) 155(68) 175(79) 13(49.0) 10.6(0.73) 14x 14(4.3x4.3) 155(68) 175(79) 17 (64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) 155(68) 175(79) 20(75.7) Finishes(l) Standard Finishes Sprinkler Fl F2, FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polyester Coated White Painted Special Applic'ation Finishes Sprinkler Fl, F2, Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Maintenance Model Fl Res 49, Fl Res 58, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model FiRES 49 Residential Sprinkler Specifications Model Fl Res 49 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 49, SIN R3516 (Bulletin 135). Model Fl Res 49 Recessed Pendent/Fl, Model Fl Res 49 Recessed Pendent/F2, Model Fl Res 49 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engineQred to provide a minimum design density of 0.05 gpm/ff over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be l"to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic partS, and having a temperature rating of [155°F (68°C) [175°F (790C)]. Sprinklers shall have a nominal K-factor o 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4' adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 49 Recessed Pendent/F1] [Model Fl Res 49 Recessed Pendent/F2] [Model Fl Res 49 Recessed PendenhjFP] SIN R3516 (Bulletin 135). uS] Model Fl Res 49 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/1t2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 49 CCP, SIN R3516 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineere1 to provide a minimum design density of 0.05 gpm/ft4 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). 11. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Supertrol electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection 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 fife and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler Contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler co., Inc. Relmlab:112" (800) 431-1588 Sales Offices Recycled (800) 848-6051 Sales Fax Paper (914) 668-3470 Corporate Offices Revision tines indicate updated or new data. ww.reIiablesprinkler.coni Internet Address EG. Printed in U.S.A. 1/05 P/N 9999970235 5prInkler Pipe $ /7 tt1ng5 REVIEWED______________________ APPROVED• APPROVED AS NOTED______________ NOT APPROVED - RESUBMIT__________ This checking and approval covers coordination of work, field dimensions, and layout. Conformance with design concept not checked. Weitz Company approval does not relieve Supplier of contractual obligations. SPECIFICATION REFERENCE THE WEITZ COMPANY GENERAL CONTRACTORS By. —A Date_c)iJOCe Checking is only for general confirmation with the design Concept of the Project and general compliance with the Information given In the Performance Specifications. TSUCHIYAMA KAINO SUN & CARTER CONSULTING MECHANICAL ENGINEERS By Me Co\(rçflYr (k C o CTh DynawThread" *TheA \ pcv -ter Full Line Sch-40 Replaceme1t_----------' Dyna-Thread' offers the life expectancy of Sch40 with superior hydraulics and greater value. LOE'TA1%o c.c'1io' ID riAirI eri4Ur Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch40 pipe with quality and superior hydraulic advantages. Comparison IlI Schedule [' Dyna-Thread's inside diameter is up • With its increased strength and lighter to 3.6% larger than Sch-40 giving it weight, Dyna-Thread reduces superior hydraulics. And, when used installation fatigue and is ideal for in combination with Dyna-Flow pipe, retro-fit applications. 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 Scb40 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. (R <~> 9 Listed Approved Listed 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 (MTC) when the First Sprinkler System is first installed- t'1'1iiJfluL1']il1 WI iiPipes 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 Sch40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Specifications NPS Nominal I.D. WI. WI. (1120 Filled) Pcs/ Wt/Lift (21') Wt/lift (24') Wt/lift (25') In; mm In; mm LbrjFt; Kg/rn .bs'; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 1%, 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 11/2' 1.639 2.290 3.22 44 2115 2418 251 40 41.6 3.4 4.79 44 959 1097 114 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 103 tqco/F/ow Control ) JliecJ 16100 S. Lathrop. Harvey, IL 60426 Customer Service: 11350 Norcom Rd. Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 705-339-1806 S3 -3 NPS Nominal I.D. In; mm In; mm 25 11/4 32 1W 40 50 2W 65 80 4.310 4.473 10.86 90 109.5 6.7 16.16 1.191 30.3 1.536 39.0 1.728 43.9 2.203 56.0 2.703 68.7 3.314 84.2 WI. M. (H20 Filled) Pcs/ WI/Lift (21') WI/Lift (24') Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg 0.830 1.31 91 1,586 1,812 1.2 1.95 91 719 822 1.059 1.87 61 1,356 1,550 1.6 2.78 61 615 703 1.667 2.71 61 2,135 2,440 2.5 4.03 61 968 1107 2.104 3.79 3.1 5.64 2.564 5.10 3.8 7.59 3.387 7.18 5.0 10.69 37 1,634 1,868 37 741 847 30 1,615 1,846 30 733 837 19 1,351 1,544 1,608 19 613 700 729 19 1,784 2,039 2,124 19 809 925 963 WI/Lift (211 Lbs;K 1,888 856 1,615 733 2,542 1153 1,946 883 1,923 872 DynawFlow@ High Strength Steel Pipe The original high-strength lightwall sprinkler pipe with hydraulics superior to Schedule-10. 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." 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 installa Dyna-Flow/Super Ho 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-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna- Flow/Super 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 1 16100 S. Lathrop • Harvey, IL 60426 Customer Service: n-Tr cbiecJ 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S2 -3 Schedule-1O/Schedule-40® Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule- 10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1"- 8") pipe and Sch-40 (1"- 2'4") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule-1O/Schedule-40 product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF'. In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (AEC) when the First Sprinkler System is first installed. Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. Sch-40 Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WI/Lift (21') Wt/Lift (24') WI/Lift (25") In; mm In; mm LbslFt; Kg/rn Lbs/Fl; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.049 1.680 2.05 70 2,470 2,822 2,940 25 26.6 2.5 3.05 70 1,120 1,280 1,334 11/4' 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 11/2' 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2' 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 2W 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247' NPS Nominal I.D. WI. WI. (1120 Filled) PcW WI/Lift (21') WI/LIft (24') WI/Lift (25') In; mm In; mm Lbs/Fl; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1.097 1.400 1.81 91 2,675 3,053 3,185 25 279 2.1 2.70 91 1,213 1,385 1,445 11/4' 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 1W 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 .3.1 4.52 61 1,208 1,381 1,439 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 21/2" 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 1753 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test tqco a vital part of your world @ <~> (~D Listed Approved Listed 16100 S. Lathrop • Harvey, IL 60426 . Customer Service: QT- allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5 -1 røieieu DIMENSIONS Rated for wet and dry sprinkler systems at 350 psi (2413 kPa) for 11/4 - 4 (32- 100 mm) sizes and 300 psi (2068 kPa) for 4I- 8 (108 - 200 mm) sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 VICTAULIC IS AN ISO 91 CERTIFIED COMPANY Style 005 FireLock® Rigid Coupling (Ph with Vic-Plus® Gasket System villo t ud Gask et System PRODUCT DESCRIPTION FireLocke Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. The FireLock couplings provide rigidity for valve connections, lire mains and long straight runs. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly; speeds and eases installation on pipe grooved to Victaulic specifications. Style 005 FireLock couplings with the Vic-PlusTm Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic® now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements. (LIL ,) S LPC and VdS Approved, Request Victaulic see notes on page 2. publication 10.01 for details. Dimensions Pipe Size Max. Max. Allow. Inches/mm Actual Nominal Outside Work. End Pipe End @ Bolt/Nut Aprx. _p Diameter Diameter Press.t Load* Diameter Pt No. - Sizo Inches/mm Inches/mm PSLlkPa LbsJN hlimm Inches/mm X V Z thJg 11/4 1.660 350 755 0.05 /8 X 21/ 4 2.75 4.50 1.22- 1.88 32 42.4 2413 3310 1.2 70 114 148 1 0,5 11/2 1.900 350 990 0.05 2- X 21/ 4 1.2 40 48,3 2413 4415 1,2 76 1 121 148 0.5 2 2.375 350 1550 0.07 2-3/8 X 21/2 3.50 1 5.25 1.88 1.6 50 60.3 2413 6900 1,7 89 133 148 0.7 2.875 350 21/ 2 2270 0.07 4.00 Th 1.9 65 73,0 2413 10110 1,7 2- X 21/ /8 2 102 146 148 0.9 76,1 mm 3.000 350 2475 0.07 2 - 1/8 X 21/2 4.13 5.75 1.88 1.9 76.1 2413 11010 13 105 146 1 148 0,9 3 3.500 350 3365 0.07 2-/8 X 2V 4.63 6.13 1.88 2.1 80 88,9 2413 14985 1.7 118 156 148 1.0 4 4.500 350 5565 0.16 2 - X 2 s/a /7 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4,1 146 184 54 1,4 108,0 mm 4.250 300 4255 0.16 - / X 2 21/2 5.63 7.25 2.13 3.1 108,0 2068 18940 4,1 143 184 54 1,4 5 5.563 300 7290 0.16 2.1/2 X 2/4 6.88 9.00 2.13 4.5 125 141,3 2068 32445 4,1 175 229 54 2.0 133,0 mm 5.250 300 6495 0.16 2 -1/2 X 2/4 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139,7mm 5.500 300 7125 0.16 2 1/2 X 2/4 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 6.625 300 10340 0.16 2 - 1/2 X 2/4 8.00 10.00 2.13 5.0 150 168,3 2068 46020 4,1 203 254 54 1 2.3 159,0 mm 6.250 300 9200 0.16 2 - X 41/4 7.63 10.00 2.13 5.5 159,0 2068 40955 4,1 194 254 54 2,5 165,1 mm 6.500 300 9955 0.16 2 - 1/2 X 2/4 8.15 10.00 2.13 5.5 165,1 2068 44295 4.1 207 254 54 2,5 8 200 8.625 300 17525 0.19 2 - X 41/4 10.50 13.13 2.63 11.3 219,1 2068 78000 4.8 267 334 1 67 5,1 S REGISTERED TRADEMARK OF VICTAUuC - 0 COPYRIGHT 2084 VlCTAUC - PRINTED IN USA - SKU IWCAS-67MHPN 1538 REV H Victaulic Company o( America • Phone: 1-800-PICK-VIC (1-800-742-5842). Fax: 610-250-8817. e-mail: pickvic@victaulic.com Victaulic Company ol Canada . Phone: 905-884-7444- Fax: 905-884-9774. e-mail: viaanada@victaulic.com Victaulic Europe- Phone:32-9-381-1500- Fax: 32-9-380-4438- e-mail: viceuro@victaulic.be VictaulicAinerica latna- Phone: 610-559-3300- Fax: 610-559-3608- e-mail: vical@victaulic.com Victaulic Asia Pacific- Phone: 86-21-58855151- Fax: 86-21-58851298- e-mail: vicap@victaulic.com ictauli 10.02 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel Optional: Hot dipped galvanized Gasket: Grade "E" EPOM - Type A Vic-Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure us- ing the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication for most installation condi- tions. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to -40"F (-40"c). Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0F (-18C) and for all dry pipe systems or systems to be subjected to air tests prior to being tilled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services, LISTINGS/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Rated Working Pressure- PSI Rated Working Pressure - PSI Rated Working Pressure- PSI Pipe 5th. Size Inches UL ULC FM Pipe Sch. Size inches UL ULC FM Pipe Sch. Size inches UL ULC FM 5 11/4 •3 175 175 175 EL 11/4 -2 300 N/A N/A MT 11/42 300 N/A N/A 11/4 .4 350 350 350 ET 11/4 -2 300 N/A N/A STF 11/4.4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 300# N/A 300 Steady Thd. 11/4 .2 N/A N/A 300 BLT 11/4 -2 300 300 N/A FF 11/4 -4 N/A N/A 300 IF 3-8 N/A N/A 300 OF 11/4 -4 300 300 300 GAL-7 11/4 - 2 300 N/A N/A WLS 11/4 - 2 300 300 N/A DI 11/4. 2 300 300 N/A MLT 11/4.2 300 N/A N/A XL 11/4 -3 300 300 300 EF 11/2 . 4 1750 N/A 175 MF 11/4 - 4 300 N/A 300 FM approved for service in 11/2 4" pipe. # UL Listed for service up to 4" pipe only. @UL Listed for service up to T only. PIPE SCHEDULE NOTES: 5 refers to Listed/Approved Schedule steel sprinkler pipe 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe BLT refers to Listed steel sprinkler pipe manufactured by Allied Tuba & conduit DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by Allied Tube & conduit DT refers to Listed Dyne Thread steel sprinkler pipe manufactured by Allied Tube & conduit EF refers to Listed/Approved Eddy Flow steel sprinkler pipe manufactured by Bull Moose Tube co. EL refers to Listed Eddylite steel sprinkler pipe manufactured by Bull Moose Tube co. Er refers to Listed Eddythread 40 steel sprinkler pipe manufactured by Bull Moose Tube co. EZ refers to Listed EZ-Flow steel sprinkler pipe manufactured by Northwest Pipe & casing co. FF refers to Listed Fire-Flo steel sprinkler pipe manufactured by Youngstown Tube co. GAL-7 refers to Listed steel sprinkler pipe manufactured by IDOD Systems, LLC MLT refers to Listed steel sprinkler pipe manufactured by Wheatland Tube company MF refers to Listed Mega-Flow steel sprinkler pipe manfactured by Wheatland Tube company MT refers to Listed Mega-Thread steal sprinkler pipe manufactured by Wheatland Tube company STF refers to Listed Steady Flow steel sprinkler pipe manufactured by AMS Tube corporation Steady Thread refers to Appproved steel sprinkler pipe manufactured by AMS Tube corporation TF refers to Tex-Flow steel sprinkler pipe manufactured by Tax-Tube company WLS refers to Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube company XL refers to Listed XL or XL II steel sprinkler pipe manufactured by Allied Tube & conduit corp. NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications, contact Victaulic for performance on other- pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t For field installation only.. FireLock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. contact Victaulic for details. § Style 005 couplings are vdS and LPC Approved to 12 Bar (175 psi). WARNING: Depressurize and drain the piping system before attempting to Install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic company. All products shall be installed in accordance with current Victaulic installation/assembly instructions. Victaulic; reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 005 FireLock® Rigid Coupling Patent Pending c®vs See Victaulic publication 10.01 for details. IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.60 VICTAULIC® IS AN ISO 9001 CERTIFIED COMPANY Style 009 FireLock EZTM Rigid Coupling (VicPIu \Get System PITENTEO PRODUCT DESCRIPTION - Style 009 Joint Assembled The Style 009 FireLock EZ rigid coupling is a revolutionary patent-pending new way to join fire protection piping systems in the quickest manner possible. The unique design permits the installer to assemble a joint without disassembling the bolts, nuts, gasket and housings. This installation-ready coupling is easily stabbed on pipe grooved to Victaulic specifications, which speeds and eases assembly. The Style 009 coupling reduces effort and eliminates the potential of dropped fasteners. The Style 009 provides rigidity with its angle bolt pad design. The Style 009 is rigid and does not accommodate expansion, contraction or angular deflection. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Style 009 FireLock EZ rigid couplings with the VicPIusTM Gasket System are recommended for use ONLY on fire protection systems. Vic-Pius Gasket System: Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The VicPlusTM System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and for dry pipe fire protection systems. Dimensions Inches/mm Nominal Size Inches/mm Actual Outside Diameter Inches/mm Max. Work. Press. • PSI/kPa Max. End Load LbsJN Allow. Pipe End Sep. f lnimm @ Bolt/Nut No. - Size Inches/mm Aprx. Wgt. Es. LbsJkg Pm-assembled (Stab in condition) - - Joint Assembled - X V X V I Z 11/4 32 1.660 42.4 300 2068 649 2888 0.10 2.54 2-3/8 X 2 3.13 80 493 125 2.86 73 4.83 123 1.93 49 1.5 1 0.7 11/2 40 1.900 48.3 300 2068 851 3787 0.10 2.54 2 - 3/a X 2 3.38 86 5.16 131 3.11 79 5.07 129 1.86 47 1.7 0.8 2 50 2.375 60.3 300 2068 1329 5914 0.12 3.05 2 - 3/ X 2V 3.88 99 81 148 59 91 58 144 1.86 47 1.9 0.9 21/2 65 2.875 73.0 300 2068 1948 8668 0.12 3.05 2 -/ X 21/2 4.38 111 6.21 1 158 4.08 104 6.10 155 1.87 48 2.0 0.9 3 80 3.500 88.9 300 2068 2886 12842 0.12 3.05 2 - 3/a X 21/2 5.03 128 6.88 175 4.70 119 6.78 1 172 1.88 48 2.3 1.0 4 100 4.500 114.3 300 2068 4771 21230 0.17 4.32 2-3/s X 21/2 6.19 157 8.11 206 54 151 8.01 1 203 1 2.09 53 3.9 1.8 T rieter to notes on oe,ow. DIMENSIONS id r, Z4 Style 009 Pre-assembled (Stab in condition) NOTES * Working Pressure and End Load are total, from all internal and external toads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See page 2 of this document for Usted/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate ex-pansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. NOTE: When assembling Style 009 couplings onto FireLock end caps, take additional care to make certain the cap is fully seated against the gasket end stop. Please make certain the 4 No. 006 cap includes an *EZ mark on its reverse side to ensure compatibility. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. All products shall be installed in accordance with current Victaulic installatiorassembIy Instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. S REGISTERED TPADE&ARK OF VtCTAuuC - 0 COPYRIGHT 2005 VICTAULIC - PRINTED IN U.S.A. - SKU #WCAS-6c2QPJ( 3959 REV B United Slates • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail: pickvic@victaulic.com Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@viclaulic.com Europe • Phone: 32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be UK • Phone: 44(0)1438741100 • Fax: 44(0)1438313883 • e-mail: viceuro@viclatilic.be Central and South America • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical©victaullc.com Australasia • Phone: 86-21-54253300 Ext 202 • Fax: 86-21-54253671 • e-mail: vicap@victaulic.com 10.60 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel Gasket: Grade "E" EPOM - Type AA FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure using the Grade "E" Type A Vic-Plus Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard Style 009 gasket approved for dry pipe systems to -40FI-40C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below O°FI-18C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. LISTINGS/APPROVALS # The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Pipe Sch. Size Inches Pressure Rating - psi Pipe Sch. Size Inches Pressure Rating - psi Pipe Sch. Size Inches Pressure Rating - psi UL ULC - I FM UL - ULC - FM UL - ULC FM 5 11/4 -2 175 175 175 EZT 11/4 -2 300 300 300 MT 11/4 -2 300 300 300 10,40 11/4 4 300 300 300 FF 11/44 300 300 300 MLT 11/4 2 300 300 300 BLT 11/42 300 300 300 1 FLF 11/2 -4 N/A N/A 300 ST 111/4 -2 N/A N/A 1 300 OF 11/44 300 300 300 ELT 11/42 N/A N/A 300 1 STE 1 11/2 -4 N/A N/A 300 OT 1I/42 300 300 300 FLTL 11/4 -2 N/A N/A 300 TF 21/2 4 N/A N/A 300 EF 11/4 4 175 175 175 GL 11/42 300 300 300 WLS 11/4 -2 300 300 300 EL 11/4 2 300 300 300 G5 11/42 175 175 175 WST 11/42 175 175 175 ET40 11/4 - 2 300 300 300 G7 1h/42 300 300 300 XL 11/4-2 300 300 300 EZF 3-4 300 300 300 MF 11/44 300 1300 1300 PIPE SCHEDULE NOTES: 5 refers to Listed/Approved Schedule 5 steel sprinkler pipe 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe BLT refers to Listed/Approved BLT steel sprinkler pipe manufactured by Allied Tube & conduit OF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by Allied Tube & Conduit DI refers to Listed/Approved Dyna-Thread steel sprinkler pipe manufactured by Allied Tube & Conduit EF refers to Listed/Approved Eddy Flow steel sprinkler pipe manufactured by Bull Moose Tube Company EL refers to Listed/Approved Eddylite steel sprinkler pipe manufactured by Bull Moose Tube Company ET40 refers to Listed/Approved Eddythread 40 steel sprinkler pipe manufactured by Bull Moose Tube Company EZF refers to Listed/Approved EZ-Row steel sprinkler pipe manufactured by Northwest Pipe Company EZT refers to Listed/Approved EZ-Thread steel sprinkler pipe manufactured by Youngstown Tube Company FF refers to Listed/Approved Fire-Flo steel sprinkler pipe manufactured by Youngstown Tube Company FLF refers to Approved Fireline Fireflow steel sprinkler pipe manufactured by Western International Forest Products FLT refers to Approved Fireline Rapid-Thread steel sprinkler pipe manufactured by Western International Forest Products FLTL refers to Approved Fireline Rapid-Thread Light steel sprinkler pipe manufactured by Western International Forest Products GL or MLT refers to Listed/Approved GL and MLT steel sprinkler pipe manufactured by Wheatland Tube Company G5 or G7 refers to Listed/Approved GAL 5 and GAL 7 steel sprinkler pipe manufactured by Idod Systems, LLC MF refers to Listed/Approved Mega-Row steel sprinkler pipe manufactured by Wheatland Tube Company MT refers to Listed/Approved Mega-Thread steel sprinkler pipe manufactured by Wheatland Tube Company SW refers to Approved Steady-Thread steel sprinkler pipe manufactured by AMS Tube Company 51 refers to Approved Steady-Row steel sprinkler pipe manufactured by AMS Tube Company TF refers to Approved Tex-Flow steel sprinkler pipe manufactured by Tax Tube Company WLS refers to Listed/Approved WLS steel sprinkler pipe manufactured by Wheatland Tube Company WST refers to Usted/Approved WST (schedule 5) steel sprinkler pipe manufactured by Wheatland Tube Company XL refers to Listed/Approved XL steel sprinkler pipe manufactured by Allied Tube & Conduit t Listed/Approved for wet and dry pipe systems. Victaulic recommends the use of Style 009 rigid couplings on systems operating above 0F/-18C. For rigid pipe connections in systems operating below 0F/-18°C Victaulic recommends Style 005 FireLock rigid couplings with Grade "L" silicone gaskets. *Please refer to the Victaulic Reid Installation Handbook (1-100) for details concerning when supplemental lubrication is required. Style 009 FireLock EZTM Rigid Coupling 2 -8" Sizes DIMENSIONS Style 744 Sizes 2 - 8 (50 - 200 mm) ANSI Class 125 and 150 Flange Note: Gray area of mating lace must be free from gouges, undulations or deformities of any type for effective sealing. IPS CARBON STEEL. PIPE — FIRE PROTECTION PRODUCTS ICLO4 VICTAULICe IS AN ISO 91 CERTIFIED COMPANY Style 744 FireLock® Flange Adapter vicplua with Vic-PIusTM Gasket System \Gask et System PATENTED PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8 (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with theVic-Plus Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic5 now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic- Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements. See Victaulic Publication 10.01 tar details. - Sealing Surface Dimensions Pipe Size U2V Work max. End Inches/mm lnches!milhmeters WgL Actual Nominal Outside Press. Load No. Bolt Each Diameter Diameter PSI Lbs. Bolts t Size t A" "8" Lbs. InJnvn InJmm kPa N Req'd. Inches Max. Mm. W X V Z kg 2 2.375 175 775 4 5/8X2I l 3 675 00 Th 2.7 50 60.3 1200 3450 60 87 172 152 121 19 1.2 21/2 2.875 175 1135 4 5/8X3 73 188 391 TOO O 4.2 65 73,0 1200 5050 99 200 178 140 22 1,9 3 3.500 175 1685 4 518X3 150 43 8.44 7.50 600 094 4 80 88.9 1200 7500 89 115 214 191 152 24 2.2 4 4.500 175 2780 8 518 X3 O 5.53 994 9.00 7.50 04 fl 100 114,3 1200 11045 114 141 252 229 191 1 24 3.2 5 5.563 175 4250 8 3/4 X 31/2 556 671 11.00 100 8.50 1 1.00 83 125 141,3 1200 18920 141 171 279 254 216 25 3.8 6.625 175 6030 8 3/4 X 3/2 6.621 778 12.00 11.00 9.50 150 168.3 1200 26840 168 198 305 279 241 25 4,2 8.625 175 10219 8 3/4 X 31/2 8.63 994 1463 O 11J5 1.13 13.9 200 219,1 1 1200 1 45475 219 252 372 343 298 29 6,3 tlotal bolts required to be supplied by installer. Bolt sizes For conventional flange-to-flange connection. Larger bolts are required when Vic-Flange adapter is utilized with wafer-type valves. # Not available with Vic-Plus gasket system. Lubrication Is required. NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 ½ times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. REGISTERED TRADEMARK OF V1CTAUUC - C COPYRIGHT 2004 VICTAUUC - PRINTED IN U.S.A. 1417 REV 0 Victaulic Company of America' Phone: 1-800-PICK-VIC (1-800.742-5842). Fax: 610-250-8817' e-mail:pickvic@victaulic.com Victaulic Company of Canada Phone: 905-884-7444. Fax: 905-884-9774. e-mail: viccanada@victaulic.com Victaulic Europe- Phone:32-9-381-1500• Fax: 32-9-380-4438. e-mail: viceuro@victaulic.be tauhc® Victaulic America Latina• Phone: 610-559-3300- Fax:610-559-3608• e-mail: vical@victaulic.com Victaulic Asia Pacific• Phone: 65-6235-3035' Fax: 65-6235-0535' e-mail: vicap@victaulic.com X0 /_ Part No. Size Sch. !2. WI. 80200 1'xW' 40 1/ 004 _lb. 80201 11/xW' 40 1" 0.11 1b. 80202 Vi.1_x 1' 40 Y/ 012lb. 80203 1_A' .x _1' 80 1/ 0,16lb. 80204 80205 1'//x1' 11/x_1_A" 80 80 ' W' 0,14 1b. 0.17 _lb. 80206 2'x 4(40 80 .Z'_ 0.27 1b, 80207 2" _xV 80 1I 0,26 lb. 80208 2"x IV 80 Y/ 0.24 1b. 80209 2' x 1111 80 " 0 19 1b. 80215 2W'x1" 80 1 0.42 1b. 60214 2/?x1_A" 80 1W' 0,45 1b. 80213 2W'x.1h" 80 1W' 0.46 lb. 80211 2W' .x 2' 80 1i.' 0.29 1b., 80210 3'x2' 80 2'/.4' 0.72 1b. 80212 3"x 2W' 80 P1's' 047lb. Reducing lee Female .- Adapter Part No. Size . Wi. 80142 14' x 1/,0 NPT 40 W' 0.41 1b. 80145 1'x I •NPT 40 0.63 lb. 80146 1W'x 1W'NPT 40 'A' 1.03 1b. 80147 1'!?x 1/ 80 r 1,42 lb. 80148 2'x_2_NPT 80 1 l/' 1 2.66lb. Male Adapter Eb-- Part No. S4zo Sch. T/O I WI. 80157 sltl x -/a NPT 40 IY..' 0.33 lb. 80158 1., x 1" NPT 1 40 1 11// 0.56 lb. rio Reducing - Coupling I ... . I - I_. I..._I - I Page 1 of 1 -d Reducer --io - -rio -J H- TKI Cap Part No Size 5th. T/0 Wt. 80075 W' 40 'ii" 0L07 lb. 80076 40 1/,O 0 11 lb 80077 1 A' 40 'i' 0.12-1 b. 80078 1 A' 80 1 /i' 0.25 lb. 80079 80 038 lb.. 80080 21/z' 80 4/7 0.67 lb. 80081 80 1/ 'k," 391 lb. Grooved Coupling Adapter Pan No. Size 5th, hO I.Wt. Pipe 00 80160 VA' xll"Grooved 40 VI 0781b 1(1660') 80161 111 x 1 IIP Grooved 80 2' 095 lb 17?" (1,900") 80162 2'x2Grooved 8O2 Viol` 1.42 1b, 2(2,375) 80163 1 2// x 27?' Grooved 80 1 2'// 2.28 1b, 2W' (2.875') 80164 I 3' x. 3' Grooved 80 2W' 3.00 lb. 3 (3.5000) 60168 3' x 76.1 mm Grooved 80 2W' 2.12 lb. 76 mm (3000') Coupling Part No Size, Sci, T/O Wt. 80100 /.1 40 . 0.04 lb. 80101 1 40 k/1" 0.06 lb. 80102 1/ 40 1 OlOIL 80103 i'/' 1 80 " 0.20 lb 80104 80 V? 0.31 lb. 80105 2'h' 80 /0 0.58 lb. 80106 80 1' 0.88 lb. Part No . Size - T/O WI. lb. 1 2 3 60132 W'x_4/40 x _1' 40 W' W' 4//v 0.14 80133 1'x//W' 40 '1/ "/' Y." 0.14 80134 1'x_1"x_1" 40 A' 4A" Vi" 0.17 80260 1"*10 */' 40 If 4f 0 r/0 0.16 80135 1'14"*1"xW 40 W' 'V/ 0.21 80136 1'/4__II 1'x 1" 40 "/'' W' 'Y 0,22 80137 11/xI'x1W' 40 '/i/ Y' 1/,/ 026 .80261 1V4'_x1'/x4' 40 /./ Y/ A' 023 80262 VIP 'A"x 1' 40 i' -'1/ W' . 0.26 80138 1'!."x _1:A'x11/' 80 1" 1' 1 • 0,43 80140 1t4'x lA"xY/ 80 '1/ '/ 1' . 0,36 80141 11/xI'll'xr 80 '1/ 'K 1W 0.38 80263 1'//_xlA"xW' 80 AS' 6/ V 0,36 80264 i'/l'*I 'A"x 1' 80 'AS' i' i' 0.38 80275 1W'xlA"xI'/'80 'A" '4" 1" . 0.45 80265 2'*2'*/+" 80 W 1W' 0.61 80266 2"x_2_x1". 80 74' '4' 1W' 0.66 80274 2'x_?' x_1/? 80 1" 1' 1W 0.74 80267 2'*2'x 1'h• 80 lYS" 11/ iI/ 0.78 80271 2W'x.2'II"x V 80 1'V.' I"i/" 1'l/ 1.43 602.72 21/*2//*1W' 80 /" ,/4 f" 146 80273 21/'_*2//__xi'// $0 1'!: i4(/ 1,48 80276 2W'x2W'x 2' 80 1"4/ i"A," 1/,/ 1.50 80210 3'*3'__*1W 80 1W' 1W' l'Yie, 2.28 ,,.0,,.,r,,,s, I'.0,I IJ1I IP.ft I IA,6 I .. NC http://www.tyco-fire.com/TFPgif7190 1590 1_3 .gif 5/16/2006 I Pb' II1 Sprinkler Head Adapter with Brass Threaded Insert Sprinkler Head Adapter with Brass Threaded Insert [fart Na. Sze Sch. T/C WI, 80175 B x NPT 80 0.20 lb. 80176E 1'0k" NPT 80 0.22 14. 801 77W X"/?' NPT 40 'b(,"0.16 lb. 80179 ix/NPT 40 0.431b. Sprinkler Head Adapter (Spigot) with Brass Threaded Insert Part No. Size Sch. T/O WI. 80175W 1 IL x '/f NPT 0 1 '/' 0.19 lb. 60176Wj 1' x f' NPT 40/' 0,18 lb. Back-to-Back Cross with Brass Threaded Insert Page 1 of I Part No, Size I Sch. T/C I Wi. 80177L x h" NPT 40 I? 0.16 lb. 80178 1' x W NPT 40 W' 0.20 lb. Part No Size Sch. T/C Wt, lb. 1 1 2 80462 1 x 1 x 'I.' NPT x 'I:" NPT 40 %4 1 1 I' 0,46 80483 1 x 1 x I: NPTx I: NPT 40 /' 7/ 0.47 Sprinkler Head Adapter 90° Elbow with Brass Threaded Insert Back-to-Back Tee with Brass Threaded Insert Part NO. SIZe Sch. I/O I Wt. lb. 1 2 j 80199 /' x / NPT 40 W 0.20 80189 r x / NPT 40 ii:• 0.26 Sprinkler Head Adapter Tee with Brass Threaded Insert Pert No. Size I Sell. I J ( 110 Wi, lb. ij 2 80459 1 x 'U NPT x U NPT I 40 h' iI 0.48 80460 1' x U NPT x /? NPT J 40 '/.' 17--- 0.46 Part NO. Size - Scli. T10 Wt. lb. 1 1 2 1 3 80250 v: x f' x tU NPT '40 r On 80251 1' x 1' x '1?" NPT 40 / 'I' 3J 0.29 80249 80256 1"x 1' ,c V NPT 1'U x 1' x W NPT 40 40 /' 'V.' V/.' 1/x 0.73 0.30 80252 1114"x1V'xUNPT 40 71,6' 1'/" 0.31 80257 80254. 1U x 1V' x /' NPT 174' x 1 U x NPT 80 60 W1 /' 1 .- 1,67 i/ 0.43 0,46 80258 U U 2"x 1'xNPT 80 Y ' W 1W 0.56 80253 2 x 2' x W NPT 80 'U 'U I%.0.62 tJmftect Wóranty Products manufactured by Tyco fire Products are warranted solely to the oriQlnal Buyer let ten (.10) years against defects In material end workmanship when paid for and *party Installed and nmcdntainod wider normal use and service, This warranty will orpho ton (10) years from date of shipment by 1co Fire Products. No warranty Is given for products or components manulacturod 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 (NFPA1 and/or the standards of any other Authorities Ravine JurisdIction. Materials found by Tyco Fire Products to be defective shall be either repaIred or replaced, at Tyco Fire Products solo optIon. Tyco Fire Products neither assumm nor authorizes any person to assume for it any other obligation In connection with the solo of products or parts of products Tyco Fire Products shall not be responsible for sprinkler syatom 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 Oft 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 SNAIL TYCO flftt PRODUCT'S LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN.UEU,OF ANY AND ALL OTHER WARRANTIES EXPRESS OaIMPUED. INCLUDING 480AIITIj5 OF MERCPAtTRfJTT AtJQ EJUM EQR .PAHT1c11LAURZQE, hq://www.tyco-fire.com/TFP_gif/19-015-901-4.gif 5/16/2006 1-1.7n1 ger.5 $ 5race Att,gchment.5 REVIEWED APPROVED APPROVED AS NOTED NOT APPROVED - RESUBMIT This checking and approval covers coordination of work, field dimensions, and layout Conformance with design concept not checked. Weitz Company approval does not relieve Supplier of contractual obligations. SPECIFICATION REFERENCE )Z g I 5 THE WEITZ COMPANY GENERAL CONTRACTORS BY Date 6/,1ñ12. Checking is only for general confirmation with the design Concept of the Project and general compliance with the information given in the Performance Specifications. TSUCHIYAMA KAINO SUN & CARTER CONSULTING MECHANICAL ENGINEERS By_X )31\4 Date_(ft ' 0 C@ US LISTED Component of State of California OSHPD Approved Seismic Restraints system Fig. 910 - Swivel Sway Brace Fitting Size Range - 1" and 1 Y4" bracing pipe. For brace pipe sizes larger than 11/4", use TOLCO Fig. 980. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbances. The build- ing attachment component of a sway brace system; the Fig. 910 is used in conjunction with the Fig. 1001, Fig. 1000 or with a Fig. 4A Pipe Clamp and joined together with a brace pipe per NFPA 13. Features -This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connec- tions. NFPA 13 (2002) Figure 9.3.5.9.1 indicates that fastener table load values are based only on concentric loading. Universal swivel design allows Fig. 910 to be attached at any surface 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. Installation Instructions - The Fig. 910 is a 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, 4A, 4B or 4L to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install —Thread the pipe into the Fig. 910 until pipe threads are visible through inspection site hole. Attachment can pivot for adjustment to proper brace angle. Note —The Fig. 910 Swivel Attachment and the Fig. 1001, Fig. 1000, 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 and HDG finish or Stainles Steel materials. Order By - Figure number, pipe size and finish. ' 7 3 Lateral Brace Dimensions • Weights D Hole Max. Design Approx. Pipe Size A B C Size E F Load Lbs. WtJ100 1 2 1½ 3 9/16 2i6 2 2015 88 1¼ 1y1a 1 V1 3 9/16 2i6 26 2015 99 NOTE - Available with hole sizes to accommondate up to 3I4 fastener. Consult factory. TOLCO® brand bracing components are desgined to be compatible QNLX with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NQI 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 No 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 • 1315 SAMPSON AVE.. CORONA, CA 92819 • PH: 951.137.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.186.5266 www.lolco.com -1/2" THROUGH BOLT - EXISTING GLU-LAM BEAM UItWjL JLflIVIF EARTHQUAKE BRACE DETAIL NOT TO SCALE 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 IPS.* 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 HOG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. TOLCOO brand bracing components are desgined to be compatible QW with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NQI 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 NO 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. OFFJCEJMANUFACTURING FACILITY • 1375 SAMPSON AVE.. CORONA, CA 92879 • P11: 951.737.5599• FAX: 951.737.0330 CUSTOMER SERVICE 800. 786.5266 Www.tolco.com &Sl Component of State of California OSHPD Approved Seismic Restraints System Fig. 4L Longitudinal "In-Line" Sway Brace Attachment Size Range - 21/211 through 8" IPS. Material - Carbon Steel SCS Function - For bracing pipe against sway and seismic disturbance. Features - This product's design incorporates concentric loading of the "brace pipe", connection components and fasteners which is critical to the performance of seismic bracing assemblies. Approvals - Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" through 8". Installation - The Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in electro-galvanized and HDG finish. Order By - Figure number, pipe size and finish. 4-Way Riser Brace (Plan view) Longitudinal Brace Dimensions • Weights Bolt Max. Rec. Approx. Sizes A C D Size Load Lbs. wt./100 2½ 6Vio 2½ 2A 1/2 2015 253 3 7 2Y4 3Yie 1/2 2015 268 4 8½ 3½ 31V6 1/2 2015 348 5 9Y4 3½ 43's 1/2 2015 380 6 11½ 5 5A 1/2 2015 640 8 13¼ 6lYis 6A 1/2 2015 728 TOLCOE brand bracing components are desgined to be compatible Q= with other TOLCO® brand bracing components, resulting in a Listed seis- mic bracing assembly. DISCLAIMER - NIBCO does No 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 No be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. . CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com race 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. Size Range - One size fits bracing pipe 1" thru 2", steel up to 1/4" thick. Material - Carbon Steel Patent #6,273,372 Dimensions Weights Max. Design Approx. A B H* Load Lbs. wt./100 5¼ 1½ -- 17/32 2765 132 * Available with hole sizes to accommodate up to 3/4* fastener. Consult factory. TOLCO® brand bracing components are desgined to be compatible QW 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 157 www.totco.com 11 THU 2 INCH PFE 2 12 Th$IU & INCH PIPE A Fig. 200 - "Trim line" Adjustable Band Hanger Size Range - 1/2" thru 8" pipe. Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21/2" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200 WON. Order By - Figure number and pipe size Dimensions 'Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B .-. Load Lbs. Length 1/2 318 8mm or 10mm 31/, 26/a 400 11 3/4 3/8 8mm or 10mm 31!, 21/2 400 11 1 3/8 8mm or 10mm 33/, 2'/, 400 12 11I4 3/8 8mm or 10mm 33/4 274 400 13 11I2 3/8 8mm or 10mm 37/, 21!8 400 14 2 . 3/8 8mm or 10mm 4'/2 3 400 15 21/ 3/8 10mm 56/, 4% 600 27 3 3/8 10mm 57/s 4 600 29 3V2 3/8 10mm 7% . 51!4 600 34 4 3/8 10mm 73/, 5 1000 35 5 1/2 12mm 91!, 614 1250 66 6 1/2 12mm 101,', 61/4 1250 73 8 1/2 12mm 131!, 1250 136 Office/Manufacturing Facility '1375 Sampson Ave. 'Corona, CA 92879 • Ph: 951.737.5599 Fax: 951.737.0330 Customer Service • 800.786.5266 www.tolco.com &0& (900 A Fig. 58 -Threaded Side Beam Bracket Size Range - 3/8" rod, pipe sizes 1/2" thru 4" Material - Carbon Steel Function - Practical and economical bracket used to support piping from wood, concrete or steel beams. Features - Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2" fastener bolts. Per NFPA 13: 1/2" thru 2" pipe requires 3/8" fastener, 21/2" thru 4" pipe requires 1/2" fastener.* Approvals -. Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" pipe. *Note - Additionally UL has listed the Fig. 58 with fasteners as shown in table below. Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish Dimensions • Weights Pipe Size Qty. Fastener Type Material 2 2 21/7 -4 2. 1 1 #16 x 2 Drive Screws 3/8 Lag Bolt 1/2 Lag Bolt Wood Wood Wood 3'/2 4 4 4 2 2 2 2 1/4 x 1V2 Lag Bolt 1/4 x 2 Lag Bolts* 1/4 x 1 tek screws 1/4 x 1 tek screws Wood Wood 14 gauge 16 gauge * No pre-drilling required Dimensions -Weights Pipe Rod Size Size A . Max. Rec. Approx. B C Load Lbs. Wt./100 1/2 thru 4 3/8 2I4 11/2 11/a .300 14 2 - 1/4 x. 2 Lag Betla 2- flI3 x 2 Drive Screwy 12 Thru 2 inch Pipe 2- 41:4 * 1 - Tek T~pe Screwy Into Min 56Ga Steel Up To 4 inch Pipe 8o11 & Hex Nz.sl Up To 4 inch pipe ....-.... Pipe Co Pre.ritHpg)Up 104 hCh Pipe Per 'WPA I . Lag Boll Up To 4lnth Pipe \, .._-•• D Oltice!Manufacturing Facility • 1315 Sampson Ave. • Corona, CA 92879 • Ph: 951.737.5599 • Fax: 951.737,0330 Customer Service • 800.786.5266 Www.loico.com Component of state of Fig. 4 - Standard Pipe Clamp California oSHPDApproved g®USUSTEO Fig. 4F - Standard Pipe Clamp Felt Lined Seismic Restraints System Fig. 4PVC - Standard Pipe Clamp PVC Coated Size Range - (Fig. 4) Size 1/2" thru 30" pipe. Size Range - (Fig. 4F) Size 1/2" thru 2½" copper tubing Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with - Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye ,. Rod.) Also recommended for attachment of sway bracing up to 31/2" pipe size, for larger pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration D . •: and/or prevent electrolysis. .• / Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 3/4" . 8", and approved by Factory Mutual Engineering, 3/4" - 8" Federal Specification WW-H-171 E Type 4, 1½" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included in our Seismic Restraints Catalog aroved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load. soac- .• Fig. 4 ing and olacement information relating to OSHPD projects please refer to the TOLCO Seismic Restraint Systems Guidelines Note - When the Fig 4 is used as a sway brace, to ensure perfor- mance, the UL Listing requires that it must be used with other / TOLCO brace products / Maximum Temperature - 750°F Finish — Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By By - Figure number, pipe size and finish. Fig. 4F Order Note - When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Fig. 4PVC Dimensions 'Weights Max. Design. Load Lbs. Pipe B For Service Temp. Approx. Size Bolt Size 6500 750°F Wti100 1/2 3/16 1/4 . 1¼ 1¼ 5/16 500 445 29 3/4 3316 1/4 1¼ 1¼ 5/16 500 445 31 1 331e 1/4 1¼ 1A 5/16 500 445 35 1¼ 491e 1/2 13A 111/ia 5/16 500 445 40 1½ 431e 5/16 1% 1½ 5/16 800 715 42 2* 5316 1/2 2 2¼ 3/8 1040 930 93 2½* 67Ae . 9/16 2½ 2V4 1/2 1040 930 126 3* 7 5/8 2,Y4 31/ia 1/2 1040 930 141 316* 71lla 3/8 3¼ 3% 1/2 1040 930 154 4 81h 5/8 3/l6 313 1/2 1040 . 930 229 5 93/4 . 4% 5/8 1040 930 261 6 11% 3/4 474 5¼ 3/4 1615 . 1440 537 8 . 13i18 1 5% 6 . 3/4 1615 1440 625 10 16½ 1 7¼ 7¼ 7/8 2490 2220 1378 12 1811 1 8Y4 8¼ . 7/8 2490 2220 1574 14 20 1¼ 9 . 9 7/8 2490 2220 2103. 16 23 114 10¼ 101/4 7/0 2490 2220 2314 18 257A 1¼ 1116 11½ 1 3060 2730 3276 20 . 28 1% 121h 121h 1¼ 3060 2730 3863 24 3316 1% 15¼ 151/4 1¼ 3060 2730 5222 30 417A 2 19 19 13/4 3500 3360 10511 'Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for 1I2-2' - 380#, 21/2' - 395ff, 3'- 435#, 31/2" - 540ff OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. 'CORONA. CA 92879 • PH: 951.737.5599,' FAX: 951:737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com WUK - teei 6 w Page 1 of 3 j [ Up _j Juniors Sheetrock Home ( Sammy Assortmeni] Hurricane j Ceiling ScrewsJ f Pole Tool [GST Wood Sammy Sammy Saddle ] [_Sammy Xpress Sammy Swivel Head DST -Steel Sammy SWG - Wood SW [____P:t SVV: ST - Concrete Samm Ill. s I. wc - Concrete sW:I I. 55 Wood 55 Steel All-thread Rod Anchoring Systems Steel Sidewinder - Self drilling & self-taping into steel 11 Steel • 1/4"Rod • Horizontal Mount Use #14SW Nut Driver (Item #101) Item Model Screw Rod Shank Minimum Max Actual No Description Size Diameter Thickness Thickness Shear Pullout 2003 SWD 100 1/4-14x1 1/4-20 1/4 .066"-lóga. 1/4" 1477#/16 ga. 407 SWD 200 1/4-14 x 2 1/4-20 1/4 .066" - 16 ga 1/4" 1477# / 16 ga. #14SW 206 SWDR 100 1/4-20 1/4-20 1/4 .036 -20 ga. 1/4" 1900# / 20 - _________ ga. Item #101 http://www.sammysuperscrew.com/SWDR.htm 6/17/2005 WUK- meei w Page 2 013 Steel • 3/8" Rod • Horizontal Mount Use #14SW Nut Driver (item #101) [tern No Model Rod Size Description UL/FM Test Load Pipe 1iniinurn rhicknes, Max. Thick. Actual Shear/Pullout Size (lb) 39 SWD 10 ? - 16 ¼-14x1 .066"- l6ga 1/4 I - 1477#/16ga. 40 SWD 15 3/8- ¼-14x1'/2 Note: Screw diameter/design/performance for DST 41 SWD 20 ¼-14x2 10(1" length) through DST 30(3" length) are - 16 constant. Only the lengths vary. #14SW Item 42 SWD 516 5/16-18x1¼ #101 46 SWDR 3/8 ¼- 20x1'/2 1500/1475 4 .036" 1/2" 2375#/¼" iw'_ 16 20ga - '*- 43 JSWDR 1" ¼-20x1 1500/1475 4 .036"- 1/4" 1900# / 20 ga. 20ga 44 SWDR 3/8 /16-18x1¼ 1500/1475 4 .036"- 1/4" 2480#/20ga. 516 16 20ga 45 SWT 15 16 12-24x1'/2 .25"-¼" 1/2" 1 When installing DSTR or SWDR add retainer nut and torque to 20 foot lbs. for maximum )uhl out in steel. Click on SL symbol to link direct to UL Online Certification Legend - Factory Mutal Approved UL-listed. j Available in Stainless Steel. • — Box quantity 25. Standard box quantity 125, except where so indicated. 2005 Factory Mutual and UL listed approvals - pdf (753 Kb) HORIZONTAL MOUNT.pdf (753 Kb) Installation Instructions I DST, DSTR, TEK 50, SWD, SWDR, SWT I See Figures 1 through 4 (vertical) and 11 through 14 (horizontal) of detailed installation instructions for illustrations. DST self-drills & self-taps into steel up to 16" thick. - - DSTR self-drills & self-taps into steel up to '16 thick and accepts retainer nut. TEK 50 - Self-drills & self- taps into steel up to /2 ' thick. SWD self-drills & self-taps through '16 steel SWDR self-drills & self-taps through '16 steel and accepts retainer nut. SWT self-drills & self-taps through Y21' steel. http://www.sanimysuperscrew.com/SWDR.htm 6/17/2005 wLn( - Steelw Page 3ot3 IStep 1: Insert the appropriate nut driver into a 3/8" or '/2 portable drill: use #14 Nut Driver for DST, DSTR, TEK 50; use #I4SW Nut Driver for SWD, SWDR, SWT. Step 2: Insert the screw into the nut driver. Now you are ready to install the screw. 3: Position drill and begin installation: for installing DST, TEK 50, DSTR, the drill should be in a vertical position; for installing SWD, SWDR*, SWT, the drill should be in a horizontal position at a right angle to the structural member. 4: When the nut driver spins freely on the cap of the screw installation is complete. Step 5: Screw is now ready to receive ¼", 3/811, %" or metric all-thread rod or bolt stock. Warranty compliance requires that appropriate nut drivers be used for all installations. Download CAD Drawing Installation Instructions Safety Information 0 Performance Data Home Juniors Sheetrock I ( Hurricane Ceiling Screws Pole Tool Sammy Assortment J Sammy Saddle Sammy Xpress J Sammy Swivel Headi GST Wood Sammy SWG Wood SW DST Steel Sammy ( R Steel swj ST Concrete Samm3 [SWC Concrete SW SS Wood SS Steel 1 Information: submit a rMiLest or contact, dpJnLo@itwbui1dex.com Last modified: January 24, 2005 ICRA j - An independent, non-profit content rating organization. Copyright 02002-2005: ITW Buildex. All trademarks or registered trademarks used are trademarks of Sammy Super Screw®, ITW Buildex and Illinois Tool Works, Inc. ITW Buildex Privacy Policy ITW Buildex uses WebTrends Live to analyze traffic to this web site. WebTrends Live does not create individual profiles for visitors. Unlike some tracking services WebTrends Live does not have a database of individual profiles for each visitor. WebTrends Live only collects aggregate data. For more information about WebTrends Live privacy policy, please click Jhere, Send mail to: icehnsz@,jtwbuiIdex.corn MAW with questions or comments about the webpage. http://www.sanimysuperscrew.comJswDR.htm 6/17/2005 rerlormanCe vaia rage I oi: z Home Up Horizontal Vertical [rnanj All-thread Rod Anchoring Systems Performance Data For Steel Sheet Steel Gauges Gauge Number 3116 12 14 16 18 20 22 24 26 Decimal Equivalent .25 .188 .105" .075" .060" .048" .036" .030" .024" .018" Ultimate Pullout Values - SammysTM (average lbs. ultimate) Fastener - Steel Gauge - - - Model Dia. Pt. 20 18 16 14 12 31 16 1/4 DST 1 '4 #3 446 613 970 1145 1544 3190 DST 516 #3 664 - - - 1500 TEKSO #12 #51 1487699 913 1152732703593 )STR 11/, #12 #51 1 1 1 3270 3593 DSTRI" ¼ #3115101 DSTR 51615/16 #3122001 Ultimate Pullout Values (average lbs. ultimate) Fastener Aluminum Curtain Wall Extrusion Model Dia. Pt. .114 .092 .365 .132 DST 10 % #3 1265 2750 SWD10 ¼ #3 1120 1420 Ultimate Shear/Pullout Values - Sidewinders (average lbs. ultimate) Fastener Steel Gauge Model Diam. Pt. 20 18 16 14 12 '16 % SWD ¼ #3 1477 SWDR1%" #12 #5 2375 SWDRI" 1/4 #3 1900 1900 SWDR 516 '16 #3 2480 1 124801 1 http://www.sammysupprscrew.com/performance_data.htm 6/17/2005 rerrormance vata k'age 2 ot 2 Home Horizontal Vertical 1 LPefforrnce Data -.1 F Information: submit a request or contact, dpinto@itwbuildex.com Last modified: January 24, 2005 ' An independent, non-profit content rating organization. Copyright 02002-2005: ITW Buildex. All trademarks or registered trademarks used are trademarks of Sammy Super Screw®, ITW Buildex and Illinois Tool Works, Inc. 11W Buildex Privacy Policy ITW Buildex uses WebTrends Live to analyze traffic to this web site. WebTrends Live does not create individual profiles for visitors. Unlike some tracking services WebTrends Live does not have a database of individual profiles for each visitor. WebTrends Live only collects aggregate data. For more information about WebTrends Live privacy policy, please click here. Send mail to: kehnisz(a).itwbuildex.com MAIP with questions or comments about the webpage. 6/17/2005 Fig. 28 "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe C® US LISTED Size Range - 3/' through 2" Material - Carbon Steel, Pro-Galvanized Function - Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off' design will ease installation by eliminating the need for wood blocking. Features: Flared edge design protects CPVC pipe from any rough or abrasive surfaces. Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. The "Stand-Off' design eliminates the need for wood block extension. Can be installed on horizontal or vertical piping regardless of mounting surface orientation. Attaches easily to wood structure with two hex head self-threading screws furnished with product. Installs easily using rechargeable electrical driver with 5/16" extension socket eliminating impact tool damage to pipe. Attaches easily to steel, minimum 18 gauge with (2) 1/4" x 1" tek type self drilling tapping screws. U.L. Listed as a hanger and a restrainer for fire sprinkler piping. Approvals - Underwriters' Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8" composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by - Figure number and pipe size. US AND INTERNATIONAL PATENT APPLICATION IN PROCESS. flGZFS (1)REQUiRM nova (2) RCOUIED O r w,on \ HANGER APPLICATION Men -NO28 -O.28 A B C I Dimensions 'Weights Pipe Approx. Size A B C 3/4 3A2 2 3½ .180 1 3i6 23'16 3½ .210 1¼ 3% 2H 3½ .225 1½ 4 216 3½ .310 2 4½ 21V16 3% .340 OFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE . 800.786.5266 WWwtolco.com DER 1 518 1 5/8' Fig. 22C - Combination Hanger & Restrainer Application C®US LISTED Size Range - 3/4' thru 2" CPVC pipe Material - Carbon Steel, Pre-Galvanized Function - Designed to support a CPVC pipe away from the corner of a beam. This position allows for easy installation of drops or risers without adding additional wood blocks. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) for use as a combination hanger and restrainer. Finish - Pre-Galvanized Note - Approved UL Listed fastener into wood is furnished with the product. A fastener into light gauge metal may be ordered separately. Minimum acceptable #10 x 1" hardened self threading screw with 5/16" hex washer head. Order By - Fig. 22C application is composed of two standard Fig. 22 models - order two singles for each hanger and restrainer application required. OFFICE/MANUFACTURING FACILITY • 1315 SAMPSON AVE.. CORONA, CA 92819 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com - .'.. /7 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount C®US LISTED Size Range - 3/4" thru 2 CPVC pipe Material - Carbon Steel, Pre-Galvanized Function - Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 130. Features - Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 25A6 1~62 13'6 5½ 5/16 9 1 2% VY16 13'e 6 5/16 9 1¼ 3 1½ 13'ie 6½ 5/16 11 1½ 3A 13'e 7 5/16 12 2 315/18 12½2 136 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE.. CORONA CA 92879 • PH: 951,737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com C@ US LISTED / Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Size Range - 3/4" thru 2" CPVC pipe Material - Carbon Steel, Pre-Galvanized Function - Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installa- tion tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./1100 3/4 3½ 1316 1316 516 5/16 9 1 331 11Yio 131e 6 5/16 9 1¼ 4316 2312 1316 6½ 5/16 11 1½ 4316 2312 1316 7 5/16 12 2 - 4½ 2316 1916 8 5/16 15 OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 WWW.tolcO.Cl7ifl VR1V&5 $ Acce55orle5 REVIEWED________________ APPROVED_______________________ APPROVED AS NOTED____________ NOT APPROVED - RESUBMIT_________ This checking and approval covers coorcr of work, field dimensions, and ft'y: Conformance with design concept not chCc Weitz Company approval does not reiev' Supplier of contractual obligations. SPECIFICATION REFERENCE 1-19 15 THE WEITZ COMPANY ENERALCONTRACT%SJb ( By flu Date S Checking is only for general confirmation with the design Concept of the Project and general compliance with the information given in the Performance Specifications. TSUCHIYAMA KAINO SUN & CARTER CONSULTING MECHANICAL ENGINEERS By_P Date CD CbV1 MODEL 1011 J The AGF Manufacturin9 Inc. Model 1011 Matches All The Features And Benefits Of Our Model 1000 by Providing Both The Test Function And The Express Drain Function In A Multistory Installation, With The Added Feature Of An Integral Model 7.000 Pressure Relief Valve With Drainage Piping. 0 Available In A Full Range Of Sizes From 3/4" To 2", NPT & BSPT, With All Specifiable Orifice Sizes 3/a", /16", 1/2", 17/32", /8" (ELO), & 3/4" (ESFR). 0 The Model 1011 Complies With The Requirements Of NFPA 13,13R, & 130, Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. 0 The Model 10111$ A Single Handle Ball Valve That Is Lightweight And Compact, Which Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass, And Is 300 PSI Rated. 0 The Included UI/FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI, Other Pressure Settings Are Also Available. U Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As Well As Solve The Difficult Problem Of Providing The Relief Valve With A Drainage-Piping Outlet. 0 The Unit Comes Shipped In A Semi-Assembled State With The Relief Valve And The Bypass Drain Ports Plugged. This Is Done To Ease Pressqre Testing The System. New VIOUS cnth.We" 71TTff.1fllii 8/01 MATERIAL LIST PART: MATERIAL.- HANDLE STEEL STEM ROD BRASS BALI. C.PBRONTE BODY BRONZE VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL RELIEF VALVE BRONZE BYPASS FITTINGS BRASS BYWSS TUBING NYI.OBRAID MODEL 1011 Twom DRAIN. ®. MODEL 1011 (UL LISTED/FM APPROVED) BRONZE BALL VALVL . V^Lvr. specs çr .,fJi?C or F1l'c /3C Ccr- cc GP1.5 PLAN VIEW MODEL 7000 (UL LISTED/FM APPROVED) PRESSURE I FACtORY SET AT 175 PSI WITH OTHER SETTINGS AVAILABLE. WPt o1ot' lb PcfC TV bYRJci FRONT VIEW - MODEL 1011 LA. -4 A Do From the February 1, 1999 Edition of NFPA 1.: Chapter 4-1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5-141.2.3 Requires a relief valve be Installed downstream of all pressure-reducing valves ORIFICE SIZES AVAILABLE .3/5, 7/16, 1/2, 17/, EI.O(5I), EM(314)- DIMENSIONS; - INCHES SIZE OvRAu.LD4G1H 1011 1011 A B C 0 F G H 3 4 7 Me 191.30mm 1 1/7k 37.58mm 2 'is" 55.65mm 3 i/a" 93.73mm 3 3/6" 85.88mm 1 13/is" 45.30mm 4 'i6" 111.12mm 6 'B" 162.42mm 7 911e 1*1.30mqi 1 1/20 37.58mm 2 '16" 55.65mm 3 5's" 9323mm 3 3le 8528mm 1 13/1811 45.30mm 4 9lie 117.12mm 6 31e 16242mm 1 7 15/16" 201mm 1 11/16" 42.10mm I 2 9/167 65.36mm 4 1/4" j 106.36nryr 3 5/fl" I 82.84mm 1 15/16" I 50.89fTwn 5 9/.j' I 141.39mm 5 1/7w 192.28mm 1 1,' " i 2 8 15'ià" 226.68mm 1 13/ie" 45.50mm 3 1/40 81.50mm 5 1/16" 127mm 3 7/a" 99.18mm 2 '8" 66.97mm 1/4" 206.63mm 10 '8" 273.60mm 2" 8 15/16" 288.88mm 1 13/16" 45.50mm 3 1/4" 81.50mm 5 1/15" 121mm 3 /8" 99.18mm 2 Ia" 66.97mm 8 1/4" 206.63mm 10 8" 2)3.60mm AvaRable on 1 ie to 2 size units only. . . . . - 2 EtQESFR IS lit LISTED & FM APPROVED lid ELO/ESFR IS Ut LISTED AGF MANUFACTURING COMPANY JOB NAME: Malvern, PA 19355 USA 100 Quaker Lane ARCHITECT: Telephone: (610) 240-4900 I I I ENGINEER Fax: (610) 240-49 06 I I www.lestandrain.com UADE U4 u. CONTRACTOR: 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 1 A 10-25 8 20-40 C 35-56 DIE 50-70 60-90 UR POTTER The Symbol of Protection VSRF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL DWG. fl23-3 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. FIG. 2 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 B SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO. 8". TO INSTALL, DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2 to 2 I/f 1 1/4 +1/8 -1/16 (50mm to 65mm) (33mm *2mm) 3 to 8" 2" *1/8" (80mm to 200mm) 50mm *2mm) Cover Tamper (with cover in place) DIRECTION OF WATERFLOW C NO NC (wIn) (RED) (alt) - DWG. #761-30 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT.-LBS (68 n-m) OF TORQUE FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: . FIG. 4 The Model VSR-F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock- 2 SM Or a central station, pro- outs, not in the center. IMUX N WIIC1S C= ON AWAN__ £mJ , .prletary or remote signaling unit, while the other contact is 1 1 used to operate a local audible or visual annunciator. A condition of LPG Approval of nc se MO NO MOGC3 PftI 0C this product is that the electil- Mi TNT SNUOI ARE na AN oimi CDKFM 00 NOT 'C -- KLi cal entry must be sealed to TIN MUM AM OPIUM NC S NI 0.__ iou exclude moisture. TIC - For supervised circuits see "Switch Terminal Connec- tions". drawing and caution note (Fig. 1). APPLICATION WARNING I Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow 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 Inspectors 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 gprn (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 MFG. 05400761 -7/02 Notes: Mibimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-340 to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. SCM INCHES (mm) VOLTAGE MODEL NO, STOCK NO. CURRENT (MAX AT1OFT. TYPICAL dB (3m)(2) MINIMUM dB ATIOFt (3m)(1) 6(150) 12V06 PBD126 1706012 .12A 85 76 8(200) 12VDC P00128 1708012 .12A 90 77 10 (250) 12VDC PBD1210 1710012 .12A 92 78 6(150) 24V0C PB0246 1706024 .06A 87 77 8(200) 24V0C PB0248 1708024 .06A 91 79 10 (250) 24V0C PBD2410 1710024 .06A 94 80 6(150) 24VAC P8A246 1806024 .17A 91 78 8(200) 24VAC PBA248 1808024 .17A 94 77 10 (250) 24VAC P0A2410 1810024 .17A 94 78 6(150) 120VAC P6A1206 1806120 .05A 92 83 8(200) 120VAC P0A1208 1808120 .05A 99 84 10(250) 120VAC PBA12010 1810120 .05A 99 86 BELLS (E)POTTER PBA-AC & PBD-DC The Symbol of Protection UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC I2OVAC 12VDC (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 (400 to 66°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 ar designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4' (101 mm) square electrical box for indoor use or on a model BBK- weatherprocf backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Potter Electric Slnal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833• www.pottersignal.com PRINTED IN USA MKT. #8850001 - REV S PAGE 1 OF 2 MFG. #5400776 - 5/05 BELLS ®POTTER The Symbol of Protection DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2, CONDUIT ENTRANCE 7 7/ Th (2 0) (200) 6 (ISO) 2 11/I6* - - (68) DWC, •776-I - 53/4W 0 - - (146) I..) L- - I —IZI :r— -4 5/84 (41) (127) DWG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) AC, BELLS RED (IN) RED (OUT) WHITE (IN) _-•--._.._ WHITE (OUT) FROM CONTROl. PNIEL PRECEDING 60.1. (I:::1f)IIIIII _ OR ENO-OF-UNE OR OR TO NEXT BELL FROM CONTROL PANEL (OUT) RESISTOR PRECEDING BELL BLACK MACK (Out) BLACK (IN) BLACK (IN) _ _ WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN, NOTES; 1. OBSERVE POLARITY TO RING D.C. BELLS, RED WIRES POSITIVE (+) BLACK WIRES NEGATIVE (-) CAUTION, WHEN ELECTRICAL SUPCR',iSION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES; I. WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL 2 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. Removethegong. 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. #8850001 - REV S PAGE 2 OF 2 MFG. #5400776 - 5/05 a 4•0' Fig. 5715 ... Angle Outlet tilL Listed FM Approved Fig. 6710 ... Back Outlet tilL Listed FM Approved OPTIONAL FINISHES: O - B Polished Brass - C Rough Chrome Plated - D Polished Chrome Plated LETTERING: AUTO. SPKR. C3 STANDPIPE THREADS: DNST Other - Cerdtos,Calffomia / Union. New Jereey Call Potter-Roemer for current listings and approvals. Atlanta, Georgia •1 - , Dimensions are subject to manufacturers tolerance Wood Dale, Illinois and changeut wtho notice. We assume no respons bility for use of superseded or void data. sp o : Fire Protection Products EXPOSED FIRE DEPT. INLET CONNECTIONS-CLAPPER TYPE TWO-WAY WITH SINGLE CLAPPER REGULARLY FURNISHEDz Cast brass two-way Inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by Figure Number. Lettering as selected. Size 4"x 21/2"x 21/2". I '* TWO.WAY WITH DOUBLE CLAPPERS REGULARLY FURNISHED: Cast brass two-way Inlet body, drop clappers and pin lug swivels. Size and outlet as selected by Figure Number. Lettering as selected. r L OPTIONAL FINISHES: 1•34" O - B Polished Brass O - C Rough Chrome Plated C - D Polished Chrome Plated LETTERING: O AUTo. SPKR. O STANDPIPE THREADS: I] NST C Other B 11h/" Fig. 5720 Series Back Outlet C Fig. 5730 Series 90 Angle Outlet - - Outlet - Approvals - - Outlet Approvals Size A .ApP.t B C 0 Am le D Flg.Jlo. Listed < pp Angle FIo.No. JJztg.. 5721 Yes Yes 5731 Yes Yes 4x21/2 x21/2 .7'/2 111/2 81/2 11'/4 5722 1 No No 5732 No No 6x21/2 x2t/2 91/2 10/2 9 10/4 5723 No Y08 5133 No Yes 4x3 x3 91/2 ilVa 91/2 11 5724 Yes I No 5734 No No 6x3x3 10 11 101/2 11 U IJIMMIM IN IKMtb REVISE) REVIEWEE 2-1-96 2.1-96 OPTIONAL FINISHES: THREADS: 0—a Polished Brass DN.S.T. 0—C Rough Chrome Plated 0 Other______________ 0— D Polished Chrome Plated In Closed Open A B C C D B 11h 21/4 3½ 612 71/1 2½ 2 21h 3½ 5 91/2 11½ 3½ 23A ALL DIMENSIONS IN INCHES "C ,.fl MIMSEN rCen1t0s,Caflf0rni8 Union, New Jersey Fire Protection Products HOSE VALVES ANGLE FEMALE X MALE DOUBLE FEMALE REGULARLY FURNISHED: Cast brass valve with red hand wheel. Female N.P.T. inlet X male hose thread outlet 300 lb. rated Fig. 04060 .................................. 1½"Size 04065...................................2½" Size OPTIONAL FINISHES: THREADS- 0 - B Polished Brass 0 N.S.T. 0—C Rough Chrome Plated DOther___________ o - D Polished Chrome Plated VARIATIONS: Extended stem up to 24". SPECIFY length ½" petcock SPECIFY location I ,' Size Closed Open A B C C 0 E L 1112 2¼ 3½ 6½ 7½ 2½ 2 21/2 31h 5 9½ 11½ 3½ 2~ REDULARLY FURNISHED: Cast brass valve with red hand wheel. Female N.P.T. inlet and outlet. 3001b. rated Ag. 04070 .............................. ....1½"size 04075 ..................................2½" Size ALL DIMENSIONS IN INCHES 1- A—.J ADJUSTABLE PRESSURE RESTRICTING ANGLE VALVE FEMALE X MALE REGULARLY FURNISHED: Cast brass valve with red hand wheel with pressure restricting feature. Female N.P.T. inlet X male hose thread outlet. 175 lb. rated. Furnished with field setting chart. Fig 04080 ..................................1½" Size 04085 .................................. 2½"Size DOUBLE FEMALE REGULARLY FURNISHED: Cast brass valve with red hand wheel with pressure restricting feature. Female N.P.T. Inlet and outlet 175 lb. rated. Furnished with field setting chart. Fig. 04090 .................................. 1½"Size 04095 ................................... 2½'Size i... CAST BRASS CAP WITH CHAIN. CAST BRASS FLANGE WITH SET SCREW Fig Size CAP VARIATION: 4 Fig Size O.D. 04015 .........1½" 0 With flockerLugs 04711 ......1½" ..........3" 04625 .........2½" 04712 ......2½" ..........6¼" Threads: 0 N.ST. 0 Other_______ DATE 1-25-90 0—C Rough Chrome Plated 0— D Polished Chrome Plated OPTIONAL FINISHES: 0—B Polished Brass FIGURE NUMBER W04 VIC-FLANGE ADAPTER NOTES i The Style 744 (2 - 8/50 - 200 mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. 2 FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. s FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. S Flange Washers: FireLock Flange adapters require a smooth hard surface at the mating flange lace for effective sealing. Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange: a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. B When mating to a wafer valve: where typical valves are rubber lined and partially rubber laced (smooth or not), the Flange Washer is placed between the valve and the FireLock Flange adapter. C When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. o When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90 to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. , When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Coating: Black enamel Optional: Hot dipped galvanized Bolts/Nuts: Supplied by installer Gasket: Grade "E" EPDM - Type A Vic-Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E" Type A Vic-Plus Gasket System, requiring no field lubrication for most installation conditions. Standard gasket app'roved for dry pipe systems to .-40F (-40c). Based on"typical" pipe surface conditions, supplemental lubricant is recommended for services installed below OF (-1 8C) and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. This product shall be manufactured by victaulic company. All products to be installed in accordance with current victaulic installation/assembly instructions. vlctaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 744 FireLock0 Flange Adapter DIMENSIONS VICTAULIC° IS AN ISO 9001 CERTIFIED COMPANY No. 10-DR Drain Elbow PRODUCT DESCRIPTION No. 10-DR drain elbows are specifically designed for use on fire protection standpipes. The drain is drilled and tapped for a 1 (25 mm) NPT outlet. Constructed of durable ductile iron all sizes conform to the ratings of Style 77 couplings. No. 10-DR elbows are supplied with grooves or shoulders. These fittings are not intended for use with Victaulic Plain End couplings. When connecting wafer or lug-type butterfly valves directly to Victaulic drain elbows with Style 741 or 743 Vic-FlangeO adapters or Style 744 FireLocke Flange adapters, check disc clearance dimensions with the I.D. dimension of the fitting. See Vlctautic publication 10.01 for details. Dimensions Flitting Size Inches/millimeters Nominal Actual Outside Outside Apptxlmate Diameter Diameter Weight Each Inches/mm Inches/mm C - E H P Lbsjkg 21/2 2.875 3.75 2.75 1.68 5.2 65 73,0 95 70 43 2,4 3 3.500 4.25 2.75 2.10 5.3 80 88,9 108 70 53 2,4 4 4.500 5.00 2.75 2.60 8.8 100 114,3 127 70 66 4.0 6 6.625 6.50 2.75 3.65 18.7 150 168,3 165 70 93 8,5 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASIM A-395, grade 65-45-15, is available upon special request. Fitting Coatings: Orange enamel Optional: Hot dip galvanized and others, This product shall be manufactured by Victaulic company. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. S REGISTERED TRADEMARK or VlCTAuuC - C COPYRIGHT 2004 VICTAUC - PRINTED IN U.S.A. t509 REV D Victaulic Company of America- Phone: 1-800-PICK. VIC (1-800-742-5842)• Fax:610-250-8811 e-mail:pickvic@victaulic.com Victaulic Company of Canada• Phone: 905-884-7444• Fax: 905-884-9774- e-mail: viccanada@victaulic.com Victaulic Europe- Phone:32-9-381-1500 Fax: 32-9-380-4438- e-mail: viceuro@wictauIic.be Victaulic America Latina Phone; 610-559-3300- Fax: 610-59-3608- e-mail; vical@viclaulic.com Victaulic Asia Pacific - Phone: 65-6235-3035- Fax: 65-6235-0535- e-mail: vicap@victaulic.com .1- 10.21 VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY No. 67 Vic"-End II End of Run Fitting PRODUCT DESCRIPTION The No. 67, Vice-End II, End of Run Fitting is the fast, easy, economical way to end a branch line. The fitting installs easily with standard FireLock® couplings and allows direct head connection, sprigs or drops. Available in 11/4, 11/2, 2 and 2h/2 (32 - 65 mm) sizes, the fittings can be supplied with 1/2, 3/4, or 1 (15, 20 or 25 mm) female threaded (NPT) outlet (BSPT option available). The 900 reducing outlet fitting is ULJULC Listed and FM Approved for a maximum rated working pressure of 500 psi (3450 kPa). See Victaulic Publication 10.01 for details. DIMENSIONS, PERFORMANCE ctEEF\ , CtoE SIZE Approx. Nominal Inches C to E Weight Each Equivalent mm Inches/mm LbsJkg Feetlmeters of Pipe 1/4 X 1/2 NPT 2.38 1.4 2.8 32 X 15 NPT 61 0,6 019 2.38 1.4 2.8 X 3/4 NPT X 20 NPT 61 0.6 0.9 X 1 NPT 2.38 1.4 2.8 X 25 NPT 61 0.6 0.9 11/2 X 1/2 NPT 2.50 1.6 2.9 40 X 15 NPT 64 0,7 0.9 X 3/4 NPT 2.50 1.6 2.9 X 20 NPT 64 0.7 0.9 X 1 NPT 2.50 1.6 2.9 X 25 NPT 64 0.7 0.9 2 X 1/2 NPT 2.75 1.7 4.0 50 X 15 NPT 70 0.8 1,2 X 3/4 NPT 2.75 1.7 4.0 X 20 NPT 10 0.8 1,2 X 1 NPT 2.75 1.7 4.0 X 25 NPT 70 018 1.2 21/2 X 1/2 NPT 3.00 2.0 5.7 65 X 15 NPT 76 019 1.1 3.00 2.0 5.7 X 3/4 NPT X 20 NPT 76 0.9 1,1 X 1 NPT 3.00 2.0 5.7 X 25 NPT 76 0,9 1.7 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Galvanized - hot dipped. Outlet: NPT Optional: BSPT This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. S REGISTERED TRADEMARK OF VlcTAuuc - 0 COPYRIGHT 2005 VICTAULIC - PRINTED IN U.S.A. - SKIJ 8WCAS6DCGPW 3209 REV C United States- Phone: 1-800-Pick-VIC (1-800-142-5842)• Fax: 610-250-8811• e-mail: pickvic@victaulic.com Canada. Phone: 905-884-1444• Fax: 905-884-9774• e-mail: viccanada@victauiic.com Europe. Phone: 32-9-381-1500• Fax: 32-9-380-4438 e-mail: viceuro@victaulic.be UK- Phone: 44(0)1438141100• Fax: 44(0)1438313883. e-mail: viceuro@victanlic.be Central and South America• Phone: 610-559-3300 Fax: 610-559-3608• e-mail: vical@victaulic.com Australasia- Phone: 86-21-58855151• Fax: 86-21-58851298 e-mail: vicap@victaulic.com 49 t uiic VICTAULIC IS AN ISO 9051 CERTIFIED COMPANY Grooved End Fittings PRODUCT DESCRIPTION Victaulic offers a broad line of fittings in sizes through 48/1200 mm in a variety of straight and reducing styles. Most standard fittings are cast of durable ductile iron to precise tolerances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves or shoulders to permit fast installation without field preparation. The grooved design permits flexibility for easy alignment. These fittings are not intended for use with Victaulic -.' couplings for plain end pipe (refer to Section 14.04 for fittings available for plain end applications). Fittings are provided in various materials including malleable iron, ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with a galvanized finish available as an option, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping systems. Fittings are provided grooved or with shoulders conforming to standard steel pipe outside diameters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic-Flange® adapters, check disc clearance dimensions with I.D. dimension of fitting. ,Advanced Groove System - For 14 - 241350 - 600 mm piping systems, Victaulic now offers the Advanced Groove System (AGS). Refer to Section 20.05 for AGS fitting details. Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 available as an option) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 and 17.16 for details. Aluminum - Grooved end fittings are available in aluminum alloy 356 T6, in sizes from 1 - 8/25 - 200 mm. AGS - Advanced Groove System Refer to Section 21.03 or contact Victaulic for details. ALTERNATE STYLES Extra Heavy EndSeal "ES" Fittings - EndSeal fittings are available in 2 - 12150 - 300 mm for use with "ES" grooved pipe and HP-70ES EndSeal couplings. "ES" fittings are painted black for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe service requirements. Always specify "ES EndSeal fittings" when ordering. See Section 07.03 for information on EndSeal fittings. Fittings Machined for Rubber or Urethane Lining (MRL) - For severe abrasive services, Victaulic Stainless Steel fittings may be rubber or urethane lined (by others). Lining may be inside diameter/end (abrasion resistance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details, r93O C 0.030 R FOR ABRASION RESISTANCE ONLY O.D. C E 0.030 R FOR CORROSION AND/OR ABRASION RESISTANCE S REGISTERED TRADEMARK OF VICTAUUC - 0 COPYRIGHT 2005 VICTAULIC - PRINTED IN U.S.A. - 51W #WCAS-6A6RW6 united States' Phone: 1-800-PICK-vlc (1-800-142-5842). Fax: 610-250-8811' e-mail: pickvic@victautic.com Canada' Phone: 905-884-7444' Fax: 905-884-9714' e-mail: viccanada@victaulic.com Europe' Phone: 32-9-381-1500' Fax: 32-9.380-4438' e-mail: viceuro@viclaulic.be UK' Phone: 44(0)1438141100' Fax: 44(0)1438313883' e-mail: viceuro@victaulic.be Central and South America' Phone: 610-559-3300- Fax: 610-559-3608' e-mail: vical@victaulic.com Australasia- Phone: 86-21-54253300' Fax: 86-21 .54253671' e-mail: vicap@victaulic.com 1449 REV 1< FLOW DATA (Frictional Resistance) The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 22h/2 elbow is approximately one- half the resistance of a 45° elbow. Values of mid-sizes can be interpolated. Size Dimension - Feet/meters Size Dimension - Feet/meters Elbows Tees Elbows Tees Actual Actual 90° Elbows 45° Elbows - 900 Elbows 450 Elbows - - No. 10 No. 100 No. 11 No.110 No. 10 No. 100 No. 11 No. 110 Nominal Outside Nominal Outside Size Die. Std. 11/2 D Long SW. 11/2 D Long Size Dia. Std. 1/2 D Long Std. 1/2 D Long lnlmm lnlmm Radius Radius Radius Radius Branch Run lnJmm in/mm Radius Radius Radius Radius Branch Run 1 1.315 1.7 - 0.8 - 4.2 1.7 8 8.625 13.0 9.8 6.5 4.0 33.0 13.0 25 33.7 0.5 - 0.2 - 1.3 0.5 1 200 219.1 4.0 3.0 2.0 1.2 10.1 4.0 2 2.375 3.5 2.5 1.8 1.1 8.5 3.5 10 10.750 17.0 12.0 8.3 5.0 41.0 17.0 50 60.3 1.1 0.8 0.5 0.3 2.6 1.1 250 273.0 5.2 3.7 2.5 1.5 12.5 1 5.2 3.000 4.3 - 2.1 - 10.8 4.3 12 12.750 20.0 14.5 10.0 6.0 50.0 20.0 76.1 mm 76.1 1.3 - 0.7 - 3.3 1.3 300 323.9 6.1 4.4 3.0 1.8 15.2 6.1 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 14 14.000 if 15.8 # 11.0 70.0 23.0 80 88.9 1.5 1.2 0.8 0.5 4.0 1.5 350 355.6 I 4.8 if 3.4 21.3 7.0 4.250 6.4 - 3.2 - 15.3 6.4 16 16.000 # 18.0 if 13.0 80.0 27.0 08.0 mm 108.0 2.0 - 0.9 - 4.7 2.0 400 406.4 if 5.5 I 4.0 24.4 8.2 4 4.500 6.8 5.0 3.4 2.1 16.0 6.8 18 18.000 if 20.0 if 14.0 90.0 30.0 100 114.3 2.1 1.5 1.0 0.6 4.9 2.1 450 457.0 if 6.1 if 4.3 27.4 9.1 5.250 8.1 - 4.1 - 20.0 8.1 20 20.000 if 22.5 if 16.0 100.0 33.0 133.0 mm 133.0 2.5 - 1.2 - 6.2 2.5 800 508.0 1 6.9 1 4.9 30.5 10.1 5.500 8.5 - 4.2 - 21.0 8.5 24 24.000 if 27.0 if 19,0 120.0 40.0 139.7 mm 139.7 2.6 - 1.3 - 6.4 2.6 600 610.0 if 8.2 1 5.8 36.6 12.2 5 5.563 8.5 - 4.2 - 21.0 8.5 26 26.000 if 28.0 if 20.5 130.0 43.0 125 141.3 2.6 - 1.3 - 6.4 2.6 650 660.4 if 8.5 if 6.3 39.6 13.1 6.250 9.4 - 4.9 - 25.0 9.6 30 30.000 if 34.0 if 24.0 150.0 50.0 159.0 159.0 2.9 - 1.5 - 7.6 2.9 750 1762.0 I 1 10.4 1 1 7.3 1 45.7 1 15.2 6.500 96 - 5.0 - 25.0 10.0 36 36.000 if 40.5 # 28.5 180.0 60.0 5.1 mm 165.1 2'.9 - 1.5 - 7.6 3.0 900 914.0 if 12.3 if 8.7 54.9 18.3 6 6.625 10.0 7.5 5.0 3.0 25.0 10.0 42 42.000 # 47.0 if 33.0 210.0 70.0 150 168.3 3.0 2.3 1.5 0.9 7,6 3.0 1050 1067.0 I 14.3 if 10.1 64.0 21.3 The tow data listed is based upon the pressure drop of Schedule 40 pipe. if Contact Victaulic for details. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 3/4 - 4°/20 - 100 mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 5 - 6"/125 -150 mm: Carbon steel, Schedule 40, conforming to ASIM A-53, Type E or S. Gr. B 8- 12°/200 - 300 mm: Carbon steel, Schedule 30 or 40, conforming to ASTM A-53, Type E or S, Gr. B Flanged Adapter Nipples: (Nipple - see above) Class 125 Flange: Cast iron conforming to ANSI B-16.1 Class 150 Flange: Carbon steel conforming to ANSI 6-16.5, raised or flat face Class 300 Flange: Carbon steel conforming to ANSI B-i 6,5, raised or flat face Fitting Coatings: Orange enamel Optional: Hot dip galvanized and others. Some fittings supplied electroplated as standard - see product specifications. Flanged Adapter Nipple Coating: None (Unfinished) Optional: Orange enamel, hot dip galvanized and others, Grooved End Fittings 07.01 DIMENSIONS Fittings (Ductile Iron) .-CtoE1 ME E _ Cto oE t • _ .-CtoE .- C to to C'0~0 NO. 10 No. 11 No. 12 No. 13 No. 20 No. 35 Size 90 Elbow 45 Elbow 22/2 Elbow 111/4 Elbow Tee Cross (sw) Actual Nominal Outside C to E Aprx. C to E Aprx. C to E Aprx. C to E Approx. C to Aprx. C to E Aprx. Size Dia. Inches Wgt Es. Inches Wgt Es. Inches Wgt. Es. Inches Wgt Es. Inches Wgt Es. Inches W91. Es. lnimm lnfmm mm Lbsikg mm LbsJkg mm LbsJkg mm Lbsjkg mm Lbsikg mm Lbsikg 3/4 1.050 2.25 0.5 1.50 0.5 1.63 sw - 1.38 sw - 2.25 0.6 2.25 0.9 20 26.9 57 0.2 38 0.2 41 - 35 - 57 0.3 57 0.4 1 1,315 2.25 0.6 1.75 0.6 3.25 @ 0.6 1.38 sw 0.3 2.25 1.0 2.25 1.3 25 33.7 57 0.3 44 0.3 83 0.3 1 35 0.1 57 1 0.5 57 0.6 11/4 1.660 2.75 1.0 1.75 0.9 1.75 0.8 1.38 sw 0.5 2.75 1.5 2.75 2.1 32 42.4 70 0.5 44 0.4 44 0.4 35 1 0.2 70 0.7 1.0 1.0 11/2 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38 sw 0.5 2.75 2.0 2.75 2.5 40 48.3 70 0.5 44 0.4 44 0.4 35 0.2 70 0.9 70 1.1 2 2.375 3.25 1.8 2.00 1.3 3.75 @ 1.4 1.38 1.0 3.25 3.0 3.25 3.8 50 60.3 83 0.8 51 0.6 95 0.6 35 0.5 83 1.4 83 1.7 2I2 2.875 3.75 3.2 2.25 2.2 4.00@ 2.3 1.50 1.1 3.75 4.3 3.75 6.1 65 73.0 95 1.5 57 1.0 102 1.0 38 0.5 95 2.0 95 2.8 3.000 3.75 3.7 2.25 3.4 - - - - 3.75 5.2 - - 76.1 mm 76.1 95 1.7 57 1.5 - - - - 95 2.4 - - 3 3.500 4.25 4.5 2.50 3.1 4.50@ 3.1 1.50 2.1 4.25 6.8 4.25 10.5 80 88.9 108 2.0 64 1.4 114 1.4 38 1.0 108 3.0 108 4.8 33/3 4.000 4.50 5.6 2.75 4.3 2.50 sw 4.0 1.75 sw 2.7 4.50 sw 7.9 4.50 11.5 90 101.6 114 2.5 70 2.0 64 1.8 44 1.2 114 3.6 114 5.2 4 4.500 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 5.00 11.9 5.00 15.8 100 114.3 127 3.2 76 2.5 73 2.5 44 1.6 127 5.4 127 7.2 4.250 5.00 11.0 3.00 5.6 - - - - 5.00 15.5 - - 108.0 mm 108.0 127 5.0 76 2.5 - - - - 127 7.0 - - 41/3 5.000 5.25 SW 10.0 3.135w 6.0 3.50 6.6 1.88 sw 4.2 5.25 sw 15.0 5.25 18.5 120 127.0 133 4.5 79 2.7 89 3.0 48 1.9 133 6.8 133 8.4 5 5.563 5.50 11.7 3.25 8.3 2.88 SW 7.8 2.00 sw 5.0 5.50 17.8 5.50 20.0 125 141.3 140 5.3 83 3.8 73 3.5 51 2.2 140 8.1 140 9.1 5.250 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - 133.0 mm 133.0 140 5.3 83 3.8 - - - - 140 8.1 - - 5.500 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - 139.7 mm 139.7 140 5.3 83 3.8 - - - - 140 8.1 - - 6 6.625 6.50 17.2 3.50 10.8 6.25@ 12.2 2.00 7.0 6.50 25.7 6.50 28.0 150 168.3 165 7.8 89 4.9 159 5.5 51 3.2 165 1.7 165 12.7 6.250 6.50 18.6 3.50 10.8 - - - - 6.50 27.1 - - 159.0 mm 159.0 165 8.4 89 4.9 - - - - 165 12.3 - - 6.500 6.50 15.5 3.50 9.8 3.13 11.4 2.00 7.4 6.50 22.0 6.50 28.0 165.1 mm 165.1 165 7.0 89 4.4 79 5.2 51 3.4 165 10.0 165 12.7 8 8.625 7.75 29.9 4.25 20.4 7.75 @ 20.0 2.00 10.1 7.75 47.6 7.75 48.0 200 219.1 197 13.6 108 9.3 197 9.1 51 4.6 197 21.6 197 21.8 10 10.750 9.00 63.3 4.75 37.5 4.38 sw 30.0 2.13 sw 11.8 9.00 99.0 9.00 121.5 250 273.0 229 28.7 121 17.0 111 13.6 54 5.3 229 44.9 229 55.1 12 12.750 10.00 74.0 5.25 66.7 4.88 sw 40.0 2.25 sw 29.3 10.00 133.0 10.00 110.0 300 323.9 254 33.6 133 30.3 124 18.1 57 13.3 254 60.3 254 49.9 14 # t 14.000 14.00 136.0 5.75 65.0 5.00 sw 46.0 3.50 sw 32.0 11.00 145.0 11.00 198.0 350 355.6 355.6 61.7 146 29.5 127 20.9 89 14.5 279 65.8 279 89.8 16 # T 16.000 16.00 171.0 6.63 88.0 5.00 SW 58.0 4.00 sw 42.0 12.00 186.0 12.00 250.0 400 406.4 406.4 77.6 168 39.9 127 26.3 102 19.1 305 84.4 305 113.4 18#t 18.000 18.00 228.0 7.46 108.0 5.505w 65.0 4.50 sw 53.2 14.00 256.0 15.50 350.0 450 457.0 457.2 103.4 189 50.0 140 29.5 114 24.1 356 116.1 394 158.8 20#t 20.000 20.00 298.0 8.28 138.0 6.00 sw 78.6 5.00 sw 65.0 15.00 339.0 17.25 452.0 500 508.0 508.0 135.2 210 62.6 152 36.0 127 29.5 381 153.8 438 205.0 24 # t 24.000 24.00 438.0 9.94 221.0 7.00 sw 140.0 6.00 sw 60.0 17.00 473.0 20.00 795.0 550 610.0 609.6 198.1 252 100.2 118 63.5 152 27.2 432 214.5 508 360.6 1424 A 65 FOAGS.Wing InforrhWons see publIcation 2005 350-600 I Fittings to these dimensions are only offered outside the U.S. @ Gooseneck design, end-to-end dimension (sw) Segmentally welded steel # For use on Cut grooved systems only. For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of Cut groove fittings in this size, contact your nearest Victaulic sales office. Grooved End Fittings ?age 1 ol I a J, r tqcc Flo w / Tyco Fire lControl I Products zeMaster.'A FIRE SPRINKLER Pit & FmINGS SUBMITIAL SHEET - TWO FIRE PRODUCTS 451 North Cannon Avenue Lansdale, Pennsylvania 19446 www.tyco-ffre.corn TEcHNIcAL SEtiacts TEL 800 381-9312 FAX: (800) 7915500 E-MAIL. techswvtycofp.corn t40. 19-1.S TWO 5/16/2006 http://www.tyco-fire.com/TFP—gif/19-015-901—l.gif Cross PTIO Part No. Size Sch 80009 W' 40 80010 1" 40 80011 1W' 40 80012 1'6" 80 80013 1 2" 80 rifl4 I ')1" I RA T/O WI. j• 0.13 lb. 0.23 lb. "I" 0.34 iJ 1/.i' 0.67 lb. 17." 1.00 lb. 31 1k 1 5/16/2006 ,rage 1 01 1 Introduction Tyoo Fire Products (TFP) BlazeMaster' CPVC pipe and fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems.. They are made from a specially developed thermoplastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and slate of the art additives. TFP BlazeMasterll CPVC products are easier to install than traditional steel ppe systems, and at Technical Data Sizes; 'fe" -3' Maximum Working Pressure: 175 psi Approvals: UL, FM, CUL. NSF. Dade County, LPCB, MEA, and the City 01 Los Angeles Note; See current TFP B&eMastec lnatati sbuctns and Ththnia1 Manual, for exact listhgpprcwaJ lnformatn piflp the same time, they provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts fOr durability Grooved adapters connect directly to grooved end valves and metallic pipe. with Rexible grooved end couplings. Manufacture Source: U.S.A. Material: Pipe: ASTM F442, SOP 13.5 Fittings: ASTM P4.38 (Sch. 40) and ASTM P439 Sch, 80) Color: Orange WOW Sla I Avg. O.U,tnchas Avg. 1.D.Inclle Wt.Lbs.IFt. WtOiEiledPlpeLbsJfL. fl.ofPipepeftftt Wt,pUtths. 11.0 1.050 0.874 0.17 9.49 7875 1413 __ 1.315 1.101 0.26 0.61 5040 1320 114* 1.660 1.394 0.42 1,07 2835 1191 1W' 1900 1.598 0.55 1,40 2205 1138 2.375 2.003 1 0.86 1 2.20 1 1260 I 1063 2W' 2.875 2.423 1.26 1 322 1215 1531 3.500 2.952 1.87 1 4.79 1 720 1 1344 Fittings Vol - 45° Elbow Reducing 90° Elbow 90° Elbow Part No. Size SO. TIO WI. 80050 'i." 40 W 0.08 lb. 80051 40 W 0.11 lb. 80052 16" 40 4' 0.20 1b. 80053 1W' 80 I 0,31 lb. 80054 80 /" 0.56 lb. 80055 2'" 80 - 0,89 lb. 80056 80 1" 1.19 lb. Part No. Size Sch. I/O Wt. lb. 1 2 80032 l x /" 40 f. ',• 0.16 Part No. Size Sch. I/O Wt. 80025 14 40 0.09 lb. 80026 i' 40 V.,0.14 lb. 80027 1W' 40 W' 0,21 lb. 80028 1 I6" 80 1'I' 0,40 lb. 80029 80 1'!..' 0.791b: 80030 21h" 80 1W 1.14 lb. 80031 80 1"/c" 1.821. Tee Part No. Size Scn. mWf. lb. 1 2 80015 1. x /g• 40 '1 "As-4 1 0.28 80002 1W' 40 /" 028 1*, 80003 1W' 80 1" 0.51 lb. 80004 21 80 i'/.' 090 lb R(YV QIJ." Rfl IPL." I O th http:IIwww.tyco-fire.comITFP_gif/19_0 1 5_90 1_2.gif Reducing Cross Pal No, Size Sch.1 T/C WI. 60000 I" 40 AII 0.11 lb. 80001 1' 40 0.19ib. P. 1 Asao'160 Automatic Sprinkler Systems kR 0 Contractor's Material and Test Certificate for Aboveground Piping rDate: 10 '4'roperty Name: ' -r Property Address: 231 Procedure I Upon completion of work, inspection and tests shall be made by the contractor's reprsentative and witnessed by an owner's representative. All defects shall be corrected and the system left in service Lefore contractor's personnel finally leave the job. A certificate shalt be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by [approving authority's name(s)] LbA Ct g%. Address Installation conforms to accepted plans? ! 1i"Yes 0 No Equipment used Is approved? "Yes 0 No If no, explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves." and care and maintenance of this new equipment? 2- /Yes 0 No If no, explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 J been left on premises? J L' Yes Li No If no, explain. Location of System Supplies building(s) Sprinklers Make Model Year of Manufacture Orifice Size Quantity 11 Temperature Rating 5$' 7,'? ' /z 12,—k1if I kos— .SP i, E 2e' 7 i 16 1 /1 .5- .4 6 P F1 FP— /65 Pipe and Fittings Pipe conforms to ,4 1 1 standard. Fittings conform to 4 ~ T eT standard. If no, explain. 0 N 11 No PAGE 1 of Copyright 0 2000 National Fire Protection Association T E181'90809L. uotoojd ajij pn2ejt GA-ziozA Ii24 - FORM 2-J Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping (cont.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Mm. Sec. Dry Pipe Operating Test Dry Valve Q.O.D. Make Model Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe* Pressure Pressure Pressure Test Outlet* Properly Mm. Sec. Psi (Bar) Psi (Bar) Psi (Bar) Mm. Sec. Yes No Without Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation D Pneumatic 0 Electric 0 Hydraulic Piping supervised? 0 Yes LI No Detecting media supervised? 0 Yes 0 No Is there an accessible facility in each circuit for testing? 0 Yes 0 No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Yes No Yes No Make Model Mm. Sec. Test Description HYDROSTATIC; Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for two hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar) for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. FLUSHING: Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 400 gpm (1514 1/mm) for 44n. (102-mm) pIpe, 600 gpm (2271 1/mm) for 5-in. (127-mm) pipe, 750 gpm (2839 1/mm) for 6-in. (152-mm) pipe, 1000 gpm (3785 tlmin) for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min) for 10-in. (254-mm) pipe and 2000 gpm (7570 L/min) for 12-in. (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maximum available. Measured from time inspectors test pipe is opened. PAGE 2 of 3 Copyright © 2000 National Fire Protection Association 2-01 6181-908091. uoi000jd ajTj pn2at[ ec:o 1.0 61 400 FORM 2-j 0 Automatic Sprinkler Systems ___ Contractor's Material and Test Certificate for Aboveground Piping 'cont.) Test Description (cont,) PNEUMATIC; Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1112 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Tets All piping hydrostatically tested at 2f20 psi (bar) for 2 hrs. Dry piping pneumatically tested? D )es ['5p Equipment operates properly? 'Yes WKo If no, state reason. Drain test—Reading of gauge located near water supply test pipe: Static pressure: I "S psi (bar) Drain test—Residual pressure with valve in test pipe open wide: psi (bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No. 85B ''Yes 0 No 0 Other Flushed by installer of underground sprinkler piping (W 'es 0 No D Other If other, explain. Blank Testing Gaskets Number used Locations Number removed Welding Welded piping? C] No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-3? [)/Yes C] No Do you certify that the welding was performed by welders qualified in com- pliance with the requirements of at least AWS Dl 0.9, Level AR-3? [1 Yes Li No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth, that slag and other welding residue are removed, and that / the internal diameters of piping are not penetrated? ll! Yes 0 No Hydraulic Data Nameplate Nameplate provided? 0'es 0 No If no, explain. Remarks Date left in service with all control valves open: Jl/ 3" Sprinkler Contractor: I) 4yI 1Ie Signatures of Test Witnesses For property owner (signed) i— Title l IAj-MPate 11/lfe7_ For sprinkler contractor (signed) —A-=-.._ Title Date 11-z 3--e;;2 PAGE 3of 3 Copyright © 2000 National Fire Protection Association EI8"90909L. uOi13oOJd p..ienajt' c:60 Lo SI loo