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Home My WebLink About6269 EL FUERTE ST; ; AS100001; Permit9/27/22, 11:15AM AS100001 Permit Data City of Carlsbad Sprinkler Permit Permit No: ASI0000I Job Address: 6269 EL FUERTE ST Permit Type: SPRINK Parcel No: 2131221300 Lot #: 0 Status: ISSUED Applied 1/4/2010 Approved: 1/4/2010 Reference No.: Issued: 1/4/2010 PC #: Inspector: Project Title: PACIFIC RIDGE SCHOOL THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: A & D FIRE SPRINKLERS, INC. 2ND FLOOR 11465 W000SIDE AVE SANTEE, CA 92071 619-448-1962 Owner: PRS ACQUISITION&CONSTRUCTION L L C 6269 EL FUERTE ST CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 195 0 195 0 about:blank 1/1 Carlsbad Fire Department f[ Plan Review Requirements Category: SPRINK, COMM Date of Report: 0 1 -05 -2010 Reviewed by: Name: A & D FIRE SPRINKLERS, INC. Address: 2ND FLOOR 11465 WOODSIDE AVE SANTEE, CA 92071 n C-% (D ~ / ~-1 /,-U Permit #: AS 100001 Job Name: PACIFIC RIDGE SCHOOL Job Address: 6269 EL FUERTE ST CBAD cannot carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and £p5röval ' 1) Conditions: - Cond: C0N0003812 [MET] ** PROVIDE SSU/SSP COVERAGE IN ROOM 106 (SERVER ROOM). CFD DOES NOT PERMIT THE EXCLUSION OF WET SPRINKLER PROTECTION IN 'IT EQUIPMENT' ROOMS. CFD DOES PERMIT THE INSTALLATION OF ULTRA-HIGH TEMP HEADS IN THESE ROOMS. —_.Eniiy: 01/05/2010 By: GR Action: AP - O J(A t6C Ad t4 ajv-z~.~ 4LA'T ASooco ( FIRE SRRINKLERS INC, PACIFIC RIDGE SCHOOL 6269 El Fuerte Street Carlsbad, CA 92009 Install Fire Sprinklers These plans hive been reviewed loripparent compliance with the ciii'I'CIiT applicable codes and standards in knee in thc junsdiction, The owner or contractor may utilize hr r,.'vres iii tipporr of' an application Imr a building pr to with tho e press understanding that this review ii, way r'l ieves the owner or contractor or their po ifessuirtral erleirtecu or archuiectfor sole responsibility tot liii I compliance with said codes and standards. riieludrng the building code or for-any respoutsubtlty for deficiencies, errors. o r missions or ncglrgence in these plans whethe or no noted in this review. Dille: /f1,'07 Reviewer c,) RECOMMEND APPROVAL 0 RFCOMMFNI) APPROVAL. AS NOTEE) > 0 0 HYDRAULIC CALCULATIONS ' APPR.OI7AS 3UB[ITTED CAR[1(RE DEPARl1iJNT ** Materials of equal design, utility, and performance maybe substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. 'I'--- F.~TA-imw - - - Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name : Pacific Ridge Building : FP03 Level 2 Location 6269 El Fuerte St. Carlsbad CA 92009 System : 1 Contract F-428 Data File : Calc-1 L2-corridor.WXF [I: Comruter . Proarnms hv Hvdrtr mr. Rriifp 111 \A/indhm M I It (VñQ7 72.82-Psi A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP03 Level 2 Date: 09-28-09 Design Remote area number: 1 Remote area location: Exterior corridor Occupancy classification: Ligh Hazard Density: 0.10 - Gpm/SqFt Area of application: 1000 - SqFt Coverage per sprinkler: 195 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 12 In-rack demand: - GPM Hose streams: 100 -GPM Total water required (including hose streams): 381.98 -GPM Type of system: TREE Volume of dry orpreaction system: -Gal Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor: A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Proarams by Hvdratec Inc. Route 111 Winr1hm NJ k I I nn7 Water Supply Curve (C) A&D Fire Sprinklers Pacific Ridge Page 2 Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 112.5 Dl - Elevation : 13.045 C2 - Residual Pressure: 103.5 D2 - System Flow : 281.984 C2 - Residual Flow : 1075 D2 - System Pressure : 86.470 Hose (Adj City) Hose ( Demand) : 100 03- System Demand : 381.984 Safety Margin : 24.703 150 140 - I 130 p120 110 C1 R - _______ ________ 100 E 90 580 U70 R6° E50 40 30 20 10 --Dl— ..... ... .. ... 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ., . . Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name 'A 1'/ 11/2 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A&D Fire Sprinklers Page :4 Pacific Ridge Date 09-02-09 Node Elevation K-Fact Pt Pn Flow Density Aea Press No. Actual Actual Req. 30 2212 5.6 12.13 na 19.5 0.1 195 . 7.0 31 21.91 5.6 12.61 na 19.69 0.1 195 7.0 31A 22.25 14.42 na 32 21.91 5.6 15.28 na 21.89 0.1 195 7.0 32A 22.25 16.99 na 33 22.12 5.6 14.52 na 21.34 0.1 195 7.0 33A 22.25 17.24 na 34 21.91 5.6 18.6 na 24.15 0.1 , 195 .. 7.0 34A 22.25 20.24 na 35 22.12 5.6 16.95 na 23.06 0.1 195 7.0 35A 22.25 20.56 na 41 19.41 5.6 22.14 na 26.35 0.1 195 7.0 35B 20.91 23.66 na 35C 20.91 27.35 na 36 22.12 5.6 17.54 na 23.45 0.1 195 7.0 37 22.12 5.6 17.04 na 23.12 0.1 ' 195 7.0 37A 20.91 22.11 na . 37B 20.91 27.82 na .' 38 22.12 5.6 23.15 na 26.94 0.1 195 7.0 38A 20.91 29.35 na . . 39 22.12 5.6 20.42 na 25.31 0.1 ' 195 7.0 40 19.41 5.6 23.23 na 26.99 0.1 ' 195: 7.0 40A 20.91 24.47 na 40B 20.91 30.55 na 40C 20.91 35.97 na M8 20.91 41.49 na 76C 20.66 45.81 na M9 20.66 46.96 na 28C 20.66 52.46 na 21C 20.66 53.75 na 13C 20.66 55.21 na 7C 20.66 58.73 na Mil 20.66 59.72 na M12 10.37 65.49 na M13 10.37 66.31 na TOR 10.37 67.12 na , FSI ' 8.37 . 68.01 na FS2 8.37 69.03 na BOR 0.5 72.83 na hG -3.0 74.47 na BF1 2.5 72.36 na .' BF2 2.5 81.37 na UG1 -3.0 84.01 na UG2 -4.0 84.53 na '. SOR -8.0 86.47 na 100.0 . 0 The maximum velocity is 18.32 and it occurs in the pipe between nodes 40A and 40B ' E Computer Programs by Hydratec Inc. Route 111 Winrlhm M H I IS (ñ7 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 30 22.120 5.60 19.50 1 3E 6.914 9.160 120 12.125 to IT 5.762 12.676 -0.056 31A 22.250 19.5 1.08 0.0 21.836 0.1078 2.353 Vel = 6.83 0.0 31A 19.50 14.422 ----K Factor= 5.13 31 21.910 5.60 19.89 1 1E 2.305 3.660 120 12.614 to 2T 11.524 13.829 -0.147 31A22.250 19.89 1.08 0.0 17.489 0.1118 1.955 Vel = 6.97 31A 22.250 19.50 1 0.0 6.500 120 14.422 to 0.0 0.0 0.0 32A 22.250 39.39 1.08 0.0 6.500 0.3957 2.572 Vel = 13.80 0.0 32A 39.39 16.994 K Factor 9.56 32 21.910 5.60 21.89 1 2E 4.61 3.580 120 15.279 to IT 5.762 10.372 -0.147 32A 22.250 21.89 1.08 0.0 13.952 0.1335 1.862 Vel = 7.67 32A 22.250 39.39 1.25 0.0 1.000 120 16.994 . to 0.0 0.0 0.0 33A22.250 61.28 1.408 0.0 1.000 0.2460 0.246 Vel = 12.63 0.0 33A 6.1.28 17.240 KFactor= 14.76 33 22.120 5.60 21.34 1 3E 6.914 9.160 120 14.517 to IT 5.762 12.676 -0.056 33A 22.250 21.34 1.08 0.0 21.836 0.1273 2.779 Vel -7.47 33A 22.250 61.28 1.25 0.0 7.000 120 17.240 to 0.0 0.0 0.0 34A 22.250 82.62 1.408 0.0 7.000 0.4281 2.997 Vel = 17.02 0.0 34A 82.62 20.237 K Factor= 18.37 34 21.910 5.60 24.15 1 1E 2.305 3.080 120 18.600 to IT 5.762 8.067 -0.147 34A 22.250 24.15 1.08 - 0.0 11.147 0.1600 1.784 Vel = 8.46 34A 22.250 82.62 1.5 0.0 1.000 120 20.237 to 0.0 0.0 0.0 35A 22.250 106.77 1.639 0.0 1.000 0.3280 0.328 Vel = 16.24 0.0 35A 106.77 20.565 K Factor = 23.54 35 22.120 5.60 23.06 1 4E 9.219 10.000 120 16.951 to IT 5.762 14.981 -0.056 35A 22.250 23.06 1.08 0.0 24.981 0.1469 3.670 Vel = 8.08 35A 22.250 106.76 2 2E 10.902 7.080 120 20.565 to 0.0 10.902 0.580 35B 20.910 129.82 2.104 0.0 17.982 0.1397 2.512 Vel = 11.98 S 35B 0.0 129.82 23.657 K Factor = 26.69 41 19.410 5.60 26.35 1 1E 2.305 3.450 120 22.141 to IT 5.762 8.067 . -0.650 35B 20.910 26.35 1.08 0.0 11.517 0.1881 2.166 Vel = 9.23 Comouter Proorms by Hvdrter mr. Priit 111 \A!irdhr, M W I IOe rrQ-7 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 35B 20.910 129.82 2 1E 5.451 2.450 to IT 10.902 16.353 35C 20.910 156.17 2.104 0.0 18.803 35C 20.910 0.0 2.5 0.0 8.080 to 0.0 0.0 37B 20.910 156.17 2.703 0.0 8.080 0.0 37B 156.17 36 22.120 5.60 23.45 1 5E 11.524 9.440 to IT 5.762 17.286 37A -20.910 23.45 1.08 0.0 26.726 0.0 37A 23.45 37 22.120 5.60 23.12 1 5E 11.524 13.520 to IT 5.762 17.286 37A 20.910 23.12 1.08 0.0 30.806 37A 20.910 23.45 1 IT 5.762 4.830 to 0.0 5.762 37B 20.910 46.57 1.08 0.0 10.592 378 20.910 156.17 2.5 0.0 16.200 to 0.0 0.0 38A 20.910 - 202142.703 0.0 16.200 0.0 38A 202.74 38 22.120 5.60 26.94 1 5E 11.524 11.660 to IT 5.762 17.286 38A 20.910 26.94 1.08 0.0 28.946 38A 20.910 202.74 2.5 0.0 10.160 to 0.0 0.0 408 20.910 229.68 2.703 0.0 10.160 0.0 40B 229.68 120 23.657 0.0 0.1966 3.697 Vel = 14.41 120 27.354 0.0 0.0580 0.469 Vel = 8.73 27.823 K Factor = 29.61 120 17.536 0.524 0.1516 4.051 Vel = 8.21 22.111 K Factor = 4.99 120 17.039 0.524 0.1476 4.548 Vel= 8.10 120 22.111 0.0 0.5393 5.712 Vel= 16.31 120 27.823 0.0 0.0940 1.523 Yel= 11.34 29.346 K Factor = 37.43 120 23.149 0.524 0.1960 5.673 Vel = 9.43 120 29.346 0.0 0.1185 1.204 Vél= 12.84 30.550 KFactor= 41.55 39 22.120 5.60 25.31 1 SE 11.524 8.660 120 20.425 to 0.0 11.524 0.524 40A 20.910 25.31 1.08 0.0 20.184 0.1745 3.523 Vel = 8.86 0.0 40A 25.31 24.472 K Factor = 5.12 40 19.410 5.60 26.99 1 1E 2.305 1.540 120 23.233 to IT 5.762 8.067 -0.650 40A 20.910 26.99 1.08 0.0 9.607 0.1966 1.889 Vel = 9.45 - - 40A 20.910 25.31 1 IT 5.762 3.330 120 24.472 to 0.0 5.762 0.0 40B 20.910 52.3 1.08 0.0 9.092 0.6685 6.078 Vel = 18.32 40B . 20.910 229.68 2.5 3E 27.976 3.330 120 30.550 to 0.0 27.976 0.0 40C 20.910 281.98 2.703 0.0 31.306 0.1732 5.422 Vel = 15.77 400 20.910 0.0 3 2E 20.383 65.660 120 35.972 to 0.0 20.383 0.0 M8 20.910 281.98 3.314 0.0 86.043 0.0642 5.522 Vel = 10.49 Comouter . Proarams by Hvdrat In Rruitp 111 \A/i4h M I-I 11(Z1\ (VIQ7 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 7 Pacific Ridge Date 0902-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pt/Ft Pf M8 - 20.910 0.0 3 4E 40.765 24.830 120 41.494 to 0.0 40.765 0.108 76C 20.660 281.98 3.314 0.0 65.595 0.0642 4.211 Vet = 10.49 - 76C 20.660 0.0 3 1E 10.191 7.700 120 45.813 to 0.0 10.191 0.0 M9 20.660 281.98 3.314 0.0 17.891 0.0642 1.149 Vet = 10.49 M9 20.660 0.0 3 2E 20.383 65.330 120 46.962 to 0.0 20.383 0.0 28C 20.660 281.98 3.314 0.0 85.713 0.0642 5.501 - Vet = 10.49 -- 28C 20.660 0.0 3 0.0 20.000 120 52.463 to 0.0 0.0 0.0 21C 20.660 281.98 3.314 0.0 20.000 0.0642 1.284 Vet = 10.49 21C 20.660 0.0 3 0.0 22.830 120 53.747 to 0.0 0.0 0.0 13C 20.660 281.98 3.314 0.0 22.830 0.0642 1.465 Vet = 10.49 13C 20.660 0.0 3 2E .20.383 34.370 120 55.212 to 0.0 20.383 0:0 . 7C 20.660 - 281.98 3.314 0.0 54.753 0.0642 3.515 Vel 10.49 7C 20.660 0.0 3 IE 10.191 5.250 120 58.727 to 0.0 10.191 0.0 Mil 20.660 281.98 3.314 0.0 15.441 0.0642 0.991 Vet = 10.49 Mill 20.660 0.0 3 1E 10.191 10.290 120 59.718 to 0.0 10.191 4.457 M12 10.370 281.98 3.314 0.0 20.481 0.0642 1.314 Vet = 10.49 M12 10.370 0.0 4 1E 13.937 4.250 120 65.489 to iT 27.874 41.811 0.0 - M1310.370 - 281.98 4.31 0.0 46.061 0.0179 0.823 Vel= 6.20 M13 10.370 0.0 4 2E 27.874 17.400 120 66.312 -- to 0.0 27.874 0.0 -TOR 10.370 281.98 4.31 0.0 45.274 0.0178 -.0.808 Vet = 6.20 TOR 10.370 0.0 4 0.0 1.500 120 67.120 to 0.0 0.0 0.866 FS1 8.370 281.98 4.31 0.0 1.500 0.0180 0.027 Vet = 6.20 FS1 8.370 0.0 4 0.0 1.000 120 68.013 to 0.0 0.0 1.000 * Fixed toss = 1 FS2 8.370 281.98 4.31 0.0 1.000 0.0180 0.018 Vet = 6.20 FS2 8.370 0.0 4 1E 13.937 7.870 120 69.031 to 0.0 13.937 3.408 BOR .500 281.98 4.31 0.0 21.807 0.0178 0.389 Vel = 6.20 BOR .500 0.0 6 2E 40.168 11.660 140 72.828 to 0.0 40.168 1.516 UG -3 281.98 6.16 0.0 51.828 0.0024 0.122 Vet = 3.04 UG -3 0.0 6 3E 64.749 60.500 150 74.466 to 0.0 64.749 -2.82 . BF1 2.500 281.98 6.09 0.0 125.249 0.0022 0.275 Vet = 3.11 BF1 2.500 0.0 6 0.0 5.290 140 - 72.359 to 0.0 0.0 9.000 * Fixed toss = 9 BF2 2.500 281.98 6.16 0.0 5.290 0.0025 0.013 Vet = 3.04 Comouter Proarams by Hvdratec Inc. Rni itp. 111 \Aflrrlhm M I-I I 1QA fl'flQ7 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 8 Pacific Ridge Date 09-02-09 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BF2 2.500 0.0 6 iT 46.249 21.830 150 81.372 to 1G 4.625 94.040 2.382 UG1 -3 281.98 6.09 2E 43.166 115.870 0.0022 0.254 Vel = 3.11 UG1 -3 0.0 8 iF 13.591 85.160 150 84.008 to 1G 6.041 72.487 0.433 UG2 -4 281.98 7.98 IT 52.855 157.647 0.0006 0.093 Vel = 1.81 UG2 -4 0.0 8 3F 40.774 240.400 150 84.534 to iT 52.855 105.711 1.732 SOR -8 281.98 7.98 2G 12.081 346.111 0.0006 0.204 Vel = 1.81 100.00 Qa= 100.00 SOR 381.98 86.470 KFactor= 41.08 Cemnuter Prccirms by Hvrlrnter. Inr Rni itp 111 Windhm KI I-I I I<ZA fV17 ... Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name : Pacific Ridge Building i FP03 Level 2 Location : 6269 El Fuerte St. Carlsbad CA 92009 System : 2 Contract F-428 Data File Calc-2_1-2-Reading Lounge.WXF flrmni tr Prrm h, I-1,,-Irf.- In,' Pni On 111 pu Li I I,' C A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP03 Level 2 Date: 09-28-09 Design Remote area number: 2 Remote area location: Reading Lounge Occupancy classification: Ligh Hazard Density: 0.10 - Gpm/SqFt Area of application: Entire Area - SqFt Coverage per sprinkler: 210.6 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 17 In-rack demand: - GPM Hose streams: 100 -GPM Total water required (including hose streams): 461.14 -GPM @ 72.61 -Psi Type of system: TREE Volume of dry or preaction system: -Gal Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor: A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Proarams by Hvdratec Inc RcIItA 111 Afkidhn, M LI I IQA V11107 . . . Water Supply Curve (C) A&D Fire Sprinklers Pacific Ridge Page 2 Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 112.5 Dl - Elevation : 14.920 C2 - Residual Pressure: 103.5 D2 - System Flow : 361.146 C2 - Residual Flow : 1075 D2 - System Pressure : 87.811 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 461.146 Safety Margin : 22.809 150 140 130 p120 R 110 E 100 90 80 fffQ2 —1-13 u 70 R60 E50 40 30 20 D1_ 10 ...,. ... .. 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . . . Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name /2 1'/ 1'/z 2 2Y2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 134SElbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD A&D Fire Sprinklers Pacific Ridge Node Elevation K-Fact Pt No. Actual 65 26.45 5.6 7.1 66 26.45 5.6 7.38 66A 26.95 7.59 67 26.45 5.6 9.22 67A 26.95 9.53 68 26.45 5.6 10.38 68A 26.95 10.74 69 26.45 5.6 11.38 69A 26.95 11.8 70 26.45 5.6 13.0 70A 26.95 13.5 70B 23.25 29.25 71 26.45 5.6 7.0 72 26.45 5.6 7.28 72A 26.95 7.49 73 26.45 5.6 9.1 73A 26.95 9.4 74 26.45 5.6 10.24 74A 26.95 10.6 75 26.45 5.6 11.23 75A 26.95 11.64 76 26.45 5.6 12.82 76A 26.95 13.31 76B 23.25 29.33 76C 22.08 34.95 M9 20.66 37.38 28C 20.66 46.07 21C 20.66 48.1 13C 20.66 50.42 7C 20.66 55.97 Mu 20.66 57.54 M12 10.37 64.07 M13 10.37 65.37 TOR 10.37 66.65 FS1 8.37 67.56 FS2 8.37 68.59 BOR 0.5 72.61 UG -3.0 74.32 BF1 2.5 72.37 BF2 2.5 82.39 UG1 -3.0 85.18 UG2 -4.0 85.76 SOR -8.0 87.81 77 20.16 5.6 29.89 77A 20.91 32.8 77B 20.91 33.15 78 20.16 5.6 29.9 78A 20.91 33.16 79 20.16 5.6 29.94 79A 20.91 33.21 80 20.16 5.6 30.02 80A 20.91 33.29 81 20.16 5.6 30.19 81A 20.91 33.49 M8 20.91 34.09 Page 4 Date 09-02-09 Pn Flow Actual Density Area Press na 14.92 0.1 122.4 7.0 na 15.22 0.1 122.4 7.0 na na 17.01 0.1 122.4 7.0 na na 18.04 0.1 122.4 7.0 na na 18.89 0.1 122.4 7.0 na na 20.19 0.1 122.4 7.0 na na na 14.82 0.1 122.4 7.0 na 15.11 0.1 122.4 7.0 na na 16.89 0.1 122.4 7.0 na na 17.92 0.1 122.4 7.0 na na 18.76 0.1 122.4 7.0 na na 20.05 0.1 122.4 7.0 na na na na na na na na na na na na na na na na na na na na na 100.0 na 30.61 0.1 1 7.0 na na na 30.62 0.1 1 7.0 na na 30.64 0.1 1 7.0 na na 30.68 0.1 1 7.0 na na 30.77 0.1 1 7.0 na na The maximum velocity is 15.86 and it occurs in the pipe between nodes 70A and 70B Cnmniitr Prnnrm hv Hvdrtr. Inr' Pniifo 111 \Ahindhrn KI I-I I IQt ()Qr07 Vel = 5.23 K Factor = 5.41 - Vel =5.33 Vel 10.56 K Factor= 9.76 Vel _5.96 Vel 9.71 K Factor = 14.38 Vel = 6.32 Vel _9.91 KFactor _18.97 Vel= 6.62 Vel= 12.79 K Factor = 22.88 Vel = Vel= Vel= 7.07 15.86 5.83 K Factor = 19.25 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to - or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 65 26.450 5.60 14.92 1 1E 2.305 8.540 120 7.098 to 0.0 2.305 -0.217 66A26.950 - 14.92 1.08 0.0 10.845 0.0657 0.712 0.0 66A 14.92 7.593 66 26.450 5.60 15.22 1 iT 5.762 0.500 120 7.383 to 0.0 5.762 -0.217 66A26.950 15.22 1.08 0.0 6.262 0.0682 0.427 66A 26.950 14.92 1 0.0 8.040 120 7.593 to 0.0 0.0 0.0 67A 26.950 30.14 1.08 0.0 8.040 0.2410 1.938 0.0 67A 30.14 9.531 67 26.450 5.60 17.01 1 1 5.762 0.500 120 9.224 to 0.0 5.762 -0.217 67A 26.950 17.01 1.08 0.0 6.262 0.0837 0.524 67A 26.950 30.13 1.25 0.0 8.000 120 9.531 S to 0.0 0.0 0.0 68A 26.950 47.14 1.408 0.0 8.000 0.1516 1.213 0.0 68A ____47.14 10.744 68 26.450 5.60 18.04 1 1 5.762 0.500 120 10.377 to 0.0 5.762 -0.217 68A26.950 18.04 1.08 0.0 6.262 0.0933 0.584 68A 26.950 47.14 1.5 0.0 8.040 120 10.744 to 0.0 0.0 0.0 69A 26.950 65.181.639 0.08.040 0.13181.060 0.0 69A 65.18 11.804 69 26.450 5.60 18.89 1 1 5.762 0.500 120 11.384 to 0.0 5.762 -0.217 69A26.950 18.89 1.08 0.0 6.262 0.1017 b.637 69A 26.950 65.19 1.5 0.0 8.040 120 11.804 to 0.0 0.0 0.0 70.A----26.950 84.081.639 0.08.0400.21091.696 0.0 70A 84.08 13.500 70 26.450 5.60 20.19 1 iT 5.762 0.500 120 12.997 to 0.0 5.762 -0.217 70A 26.950 20.19 1.08 0.06.262 0.1150 0.720 70A 26.950 84.08 1.5 4E 17.453 18.830 120 13.500 to 1 8.727 26.180 1.602 70B 23.250 104.27 1.639 0.0 45.010 0.3142 14.143 5 70B to 23.250 0.0 2.5 0.0 0.0 3.200 0.0 120 29.245 0.0 76B23.250 104.27 2.703 0.0 3.200 0.0275 0.088 0.0 76B 104.27 29.333 Computer Proarams by Hvdratec Inc Rriif p ill \Ahir,dhn M U I IQA ry,r01 0 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 71 26.450 5.60 14.82 1 IE 2.305 8.540 120 7.000 to 0.0 2.305 -0.217 72A 26.950 14.82 1.08 0.0 10.845 0.0648 0.703 Vel = 5.19 0.0 72A 14.82 7.486 KFactor = 5.42 72 26.450 5.60 15.11 1 IT 5.762 0.500 120 7.282 to 0.0 5.762 -0.217 72A 26.950 15.11 1.08 0.0 6.262 0.0672 0.421 Vel = 5.29 72A 26.950 14.82 1 0.0 8.040 120 7.486 to 0.0 0.0 0.0 73A 26.950 29.93 1.08 0.0 8.040 0.2381 1.914 VeI= 10.48 0.0 73A 29.93 9.400 K Factor _=9.76 - 73 26.450 5.60 16.89 1 1 5.762 0.500 120 9.099 to . 0.0 5.762 -0.217 73A - 26.950 16.89 1.08 00 6.262 0.0827 0.518 Vel = 5.92 - S 73A to 26.950 29.93 1.25 0.0 0.0 8.000 0.0 120 9.400 0.0 74A 26.950 46.821.408 0.0 8.000 0.1498 1.198 Vel = 9.65 0.0 74A 46.82 10.598 K Factor = 14.38 74 26.450 5.60 17.92 1 IT 5.762 0.500 120 10.238 to 0.0 5.762 -0.217 74A 26.950 17.92 1.08 0.0 6.262 0.0921 0.577 Vel = 6.28 74A 26.950 46.82 1.5 0.0 8.000 120 10.598 to 0.0 0.0 0.0 75A 26.950 64.74 1.639 0.0 8.000 0.1301 1.041 Vel= 9.84 0.0 75A - 64.74 11.639 KFactor= 18.98 75 26.450 5.60 18.76 1 IT 5.762 0.500 120 11.227 to 0.0 5.762 -0.217 75A 26.950 18.76 1.08 0.0 6.262 0.1004 0.629 Vel = 6.57 75A 26.950 64.74 1.5 0.0 8.040 120 11.639 to 0.0 0.0 0.0 76A 26.950 83.5 1.639 0.0 8.040 0.2083 1.675 Vel = 12.70 0.0 76A 83.50 13.314 KFactor= 22.88 76 26.450 5.60 20.05 1 IT 5.762 0.500 120 12.820 to 0.0 5.762 -0.217 76A 26.950 20.05 1.08 0.0 6.262 0.1135 0.711 Vel -7.02 76A 26.950 83.50 1.5 4E 17.453 20.290 120 13.314 - - to IT 8.727 26.180 1.602 76B 23.250 103.55 1.639 0.0 46.470 0.3102 14.417 Vel = 15.75 76B 23.250 104.27 2.5 2E 18.651 14.580 120 29.333 to . IT 18.651 37.302 0.507 76C 22.080 207.82 2.703 0.0 51.882 0.0985 5.109 Vel = 11.62 - 76C 22.080 153.33 3 1E 10.191 7.700 120 34.949 to 0.0 10.191 0.615 M9 20.660 361.15 3.314 0.0 17.891 0.1014 1.815 Vel = 13.43 Computer ProqramsbvHvdratecInc. Rciitp 111 \NinThm 1\1 w I 4Z A (tQ7 0 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 7 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf M920.660 0.0 3 2E 20.383 65.330 120 37.379 to 0.0 20.383 0.0 280 20.660 361.15. 3.314 0.0 85.713 0.1014 8.695 Vel = 13.43 28C 20.660 0.0 3 0.0 20.000 120 46.074 to 0.0 0.0 0.0 210 20.660 361.15 3.314 0.0 20.000 0.1014 2.029 Vel = 13.43 21C 20.660 0.0 3 0.0 22.830 120 48.103 to 0.0 0.0 0.0 13C 20.660 361.15 3.314 0.0 22.830 0.1014 2.316 Vel = 13.43 13C 20.660 0.0 3 2E 20.383 34.370 120 50.419 to 0.0 20.383 0.0 7C 20.660 361.15 3.314 0.0 54.753 0.1015 5.555 VeI= 13.43 7C 20.660 0.0 3 1E 10.191 5.250 120 55.974 to 0.0 10.191 0.0 M11 20.660 361.15 3.314 0.0 15.441 0.1014 1.566 Vel = 13.43 Mil 20.660 0.0 3 1E 10.191 10.290 120 57.540 to 0.0 10.191 4.457 M12 10.370 361.15 3.314 0.0 20.481 0.1015 2.078 Vel = 13.43 M12 10.370 0.0 4 1E 13.937 4.250 120 64.075 to IT 27.874 41.811 0.0 M13 10.370 361.15 4.31 0.0 46.061 0.0282 1.299 Vel = 7.94 M13 10.370 0.0 4 2E 27.874 17.400 120 65.374 to 0.0 27.874 0.0 TOR 10.370 361.15 4.31 0.0 45.274 0.0282 1.278 Vel= 7.94 TOR 10.370 0.0 4 0.0 1.500 120 66.652 to 0.0 0.0 0.866 F518.370 361.15 4.31 0.0 1.500 0.0280 0.042 Vel= 7.94 FS1 8.370 0.0 4 0.0 1.000 120 67.560 to 0.0 0.0 1.000 * Fixed loss FS2 8.370 361.15 4.31 0.0 1.000 0.0280 0.028 Vel = 7.94 FS2 8.370 0.0 4 1E 13.937 7.870 120 68.588 to 0.0 13.937 3.408 BOR .500 361.15 4.31 0.0 21.807 0.0282 0.616 Vel = 7.94 BOR .500 0.0 6 2E 40.168 11.660 140 72.612 to 0.0 40.168 1.516 UG -3 361.15 6.16 0.0 51.828 0.0037 0.193 Vel = 3.89 U -3 0.0 6 3E 64.749 60.500 150 74.321 to 0.0 64.749 -2.382 BF1 2.500 361.15 6.09 0.0 125.249 0.0035 0.434 Vel = 3.98 BF1 2.500 0.0 6 0.0 5.290 140 72.373 to 0.0 0.0 10.000 * Fixed loss = 10 6F22.500 361.15 6.16 0.0 5.290 0.0038 0.020 Vel= 3.89 BF2 2.500 0.0 6 IT 46.249 21.830 150 82.393 to 1G 4.625 94.040 2.382 S UG1 -3 361.156.092E43.166115.8700.00350.402 Vel = 3.98 UG1 -3 0.0 8 IF 13.591 85.160 150 85.177 to 1G 6.041 72.487 0.433 UG2 -4 361.15 7.98 IT 52.855 157.647 0.0009 0.147 Vel = 2.32 Computer Procrams by Hvdratec Inc. Route 111 Winrhm NJ I- I I (Vfl7 40.774 240.400 150 85.757 52.855 105.711 1.732 12.081 346.111 0.0009 0.322 Vel = 2.32 4.61 2.660 5.762 10.372 0.0 13.032 8.727 2.000 0.0 8.727 0.0 10.727 120 - 0.2482 120 0.0326 87.811 29.887 -0.325 3.235 32.797 0.0 0.350 Qa = 100.00 KFactor= 49.21 Vel = 10.72 Vel = 4.65 0.0 12.000 120 33.147 0.0 0.0 0.0 0.0 12.000 0.0010 0.012 Vel = 1.14 33.159 K Factor = 5.32 4.61 4.080 120 29.896 5.762 10.372 -0.325 0.0 14.452 - 0.2483 3.588 Vel = 10.72 0.0 14.000 120 33.159 0.0 0.0 0.0 0.0 14.000 0.0039 0.054 Vel = 2.28 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 8 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG2 -4 0.0 8 3F to IT SOR-8 361.15 7.98 2G- 100.00 SOR 461.15 77 20.160 5.60 30.61 1 2E to IT 77A - 20.910 30.61 1.08 77A 20.910 0.0 1.5 IT to 77B 20.910 30.61 1.639 77B 20.910 0.0 3 to 78A 20.910 30.61 3.314 0.0 78A 30.61 78 20.160 5.60 30.62 1 2E to IT 78A 20.910 30.62 1.08 78A 20.910 30.61 3 to 79A - 20.910 61.23 3.314 0.0 79A 61.23 33.213 KFactor= 10.62 79 20.160 5.60 30.64 1 2E 4.61 4.080 120 29.944 to IT 5.762 10.372 -0.325 79A 20.910 30.64 1.08 0.0 14.452 0.2487 3.594 Vel = 10.73 79A 20.910 61.24 3 0.0 10.000 120 33.213 to 0.0 0.0 0.0 80A 20.910 91.88 3.314 0.0 10.000 - 0.0080 0.080 Vel = 3.42 0.0 BOA 91.88 33.293 K Factor= 15.92 80 20.160 5.60 30.68 1 2E 4.61 4.080 120 30.016 to IT 5.762 10.372 -0.325 BOA 20.910 30.68 1.08 0.0 14.452 0.2492 3.602 Vel = 10.74 80A 20.910 91.88 3 0.0 14.000 120 33.293 to 0.0 0.0 0.0 81 20.910 122.56 3.314 0.0 14.000 0.0138 0.193 Vel = 4.56 0.0 81A 122.56 33.486 KFactor= 21.18 81 20.160 5.60 30.77 1 2E 4.61 4.080 120 30.189 to IT 5.762 10.372 -0.325 81A 20.910 30.77 1.08 0.0 14.452 0.2506 3.622 Vel = 10.78 81A 20.910 122.56 3 2E 20.383 8.750 120 33.486 S to 0.0 20.383 0.0 M8 20.910 153.33 3.314 0.0 29.133 0.0208 0.605 Vel = 5.70 M8 20.910 0.0 3 4E 40.765 24.830 120 34.091 to 0.0 40.765 -0.507 760 22.080 153.33 3.314 0.0 65.595 0.0208 1.365 Vel 5.70 Comouter Proarams by Hvdratec Inc. Route 111 Winrlhm N H t IRA flI7 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 9 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 76C 153.33 34.949 KFactor 25.94 Computer Proarams by Hvdratec Inc. Rott 111 \A/inr1hm ri -i I IA nro7 - - Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name : Pacific Ridge Building : FP03 Level 2 Location : 6269 El Fuerte St. Carlsbad CA 92009 System : 3 Contract : F-428 Data File : Calc-3_L2-classroom.WXF ('.rmr,i itr Prr)nrqmQ h, I-h,dri,' I,,- Q— fn -iii I;.--Jl.-..._ ,, I A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP03 Level 2 Date: 09-28-09 Design Remote area number: 3 Remote area location: Classrooms Occupancy classification: Ligh Hazard Density: 0.10 - Gpm/SqFt Area of application: 1000 - SqFt Coverage per sprinkler: 190 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 14 In-rack demand: - GPM Hose streams: 100 -GPM Total water required (including hose streams): 373.12 -GPM @ 72.13 - Psi Type of system: TREE Volume of dry or preaction system: -Gal Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor: A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here) D-.rr, h, W,,eqrnfpr Inr. Rrnif. 111 Windhm N.H. USA 03087 . . . Water Supply Curve (C) A&D Fire Sprinklers Pacific Ridge Page 2 Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 112.5 Dl - Elevation : 11.980 C2 - Residual Pressure: 103.5 D2 - System Flow : 273.12 C2 - Residual Flow : 1075 D2 - System Pressure : 84.720 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 373.12 Safety Margin : 26.509 140 150 130 p120 110 -;j— R E 100 90 2 S 80 -*— /D3 u 70 R6° E5° 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 . I • Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name '/ 1/. 1 1% 1'/z 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A&D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual -Req. 15 19.66 5.6 10.33 na 18.0 0.1 180 7.0 16 19.66 5.6 10.95 na 18.53 0.1 180 7.0 16A 21.16 12.1 na 17 19.66 5.6 11.04 na 18.61 0.1 180 7.0 18 19.66 5.6 11.28 na 18.81 0.1 180 7.0 18A 21.16 11.36 na 18B 21.16 14.68 na 19 19.66 5.6 12.71 na 19.96 0.1 180 7.0 20 19.66 5.6 12.96 na 20.16 0.1 180 7.0 20A 21.16 13.86 na 21 19.66 5.6 16.02 na 22.42 0.1 180 7.0 21A 21.16 17.47 na 21B 21.16 17.75 na 22 19.66 5.6 10.4 na 18.06 0.1 180 7.0 23 19.66 5.6 11.01 na 18.58 0.1 180 7.0 23A 21.16 12.13 na 24 19.66 5.6 11.2 na 18.74 0.1 180 7.0 25 19.66 5.6 11.44 na 18.94 0.1 180 7.0 25A 21.16 11.53 na 25B 21.16 14.72 na 26 19.66 5.6 15.29 na 21.9 0.1 180 7.0 26A 21.16 17.13 na 27 19.66 5.6 12.96 na 20.16 0.1 180 7.0 28 19.66 5.6 13.09 na 20.26 0.1 180 7.0 28A 21.16 14.12 na • 28B 21.16 18.07 na 28C 20.66 53.25 na 21C 20.66 53.59 na 13C 20.66 54.97 na 7C 20.66 58.28 na Mil 20.66 59.22 na M12 10.37 64.91 na M13 10.37 65.69 na TOR 10.37 66.45 na FS1 8.37 67.34 na FS2 8.37 68.36 na BOR 0.5 72.13 na UG -3.0 73.77 na BF1 2.5 71.64 na BF2 2.5 79.65 na UG1 -3.0 82.28 na UG2 -4.0 82.8 na SOR -8.0 84.72 na 100.0 The maximum velocity is 28.16 and it occurs in the pipe between nodes 28B and 28C Comøuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 15 19.660 5.60 18.00 1 3E 6.914 13.330 120 10.332 to iT 5.762 12.676 -0.650 16A 21.160 18.0 1.08 0.0 26.006 0.0929 2.417 Vel = 6.30 0.0 16A 18.00 12.099 K Factor = 5.17 16 19.660 5.60 18.53 1 3E 6.914 5.660 120 10.950 to 1 5.762 12.676 -0.650 16A 21.160 18.53 1.08 0.0 18.336 0.0981 1.799 Vel = 6.49 16A 21.160 18.00 1 0.0 7.500 120 12.099 to 0.0 0.0 0.0 18B 21.160 36.53 1.08 0.0 7.500 0.3441 2.581 Vel= 12.79 0.0 18B 36.53 - 14.680 K Factor = 9.53 17 19.660 5.60 18.61 1 1E 2.305 7.500 120 11.041 to 0.0 2.305 -0.650 18A 21 .160 18.611.08 0.09.805 0.0989 0.970Vel= 6.52 0.0 . 18A 1861 -. 11.361KFactor=5.52 18 19.660 5.60 18.81 1 1 5.762 1.500 120 11.278 to 0.0 5.762 -0.650 18A 21.160 18.811.08 0.0 7.262 0.1009 0.733 Vel = 6.59 18A 21.160 18.60 1 1E 2.305 1.160 120 11.361 to iT 5.762 8.067 0.0 18B21.160 37.411.08 0.09.2270.3597 3.319 Vel =13.10 18B 21.160 36.54 1.25 0.0 8.000 120 14.680 to 0.0 0.0 0.0 .11 _21.160 73.951.408 0.08.0000.3488 2.790 Vel =15.24 0.0 21A 73.95 - 17.470 K Factor 17.69 19 19.660 5.60 19.96 1 3E 6.914 9.080 120 12.710 to 0.0 6.914 -0.650 20A21.160 19.96 1.08 0.0 15.994 0.1125 1.800 Vel = 6.99 0.0 20A 19.96 13.860 K Factor= 5.36 20 19.660 5.60 20.16 1 1E 2.305 5.500 120 12.956 to 1 5.762 8.067 -0.650 20A 21.160 20.16 1.08 0.0 13.567 0.1145 1.554 Vel = 7.06 20A 21.160 19.96 1 iT 5.762 3.750 120 13.860 to 0.0 5.762 0.0 21B 21.160 40.12 1.08 0.0 9.512 0.4094 3.894 Vel = 14.05 0.0 21B 40.12 17.754 KFactor= 9.52 21 19.660 5.60 22.42 1 2E 4.61 4.660 120 16.023 to iT 5.762 10.372 -0.650 S 21A 21.160 22.42 1.08 0.0 15.032 0.1395 2.097 Vel = 7.85 21A 21.160 73.94 1.25 0.0 0.500 120 17.470 to . 0.0 0.0 0.0 21B 21.160 96.36 1.408 0.0 0.500 0.5680 0.284 Vel = 19.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA flflR7 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 9.925 16.330 6.617 16.542 0.0 32.872 6.914 12.700 5.762 12.676 0.0 25.376 6.914 5.290 5.762 12.676 0.0 17.966 0.0 7.500 0.0 0.0 0.0 7.500 2.305 7.500 0.0 2.305 0.0 9.805 5.762 1.500 0.0 5.762 0.0 7.262 2.305 0.700 5.762 8.067 0.0 8.767 0.0 6.830 0.0 0.0 0.0 6.830 6.914 8.950 0.0 6.914 0.0 15.864 6.914 5.950 5.762 12.676 0.0 18.626 0.0 1.660 0.0 0.0 0.0 1.660 21B 21.160 40.12 1.25 3E to iT 210 20.660 136.48 1.408 0.0 210 136.48 22 19.660 5.60 18.06 1 3E to 1 23A 21.160 18.06 1.08 0.0 23A 18.06 23 19.660 5.60 18.58 1 3E to 1 23A 21.160 18.58 1.08 23A 21.160 18.06 1 to ! 21.160 36.64 1.08 0.0 25B 36.64 24 19.660 5.60 18.74 1 1E to 25A 21.160 18.74 1.08 0.0 25A 18.74 25 19.660 5.60 18.94 1 IT to 25A 21.160 18.94 1.08 25A 21.160 18.74 1 1E to 1 25B 21.160 37.68 1.08 25B 21.160 36.64 1.25 to 26A 21.160 74.32 1.408 0.0 26A 74.32 26 19.660 5.60 21.90 1 3E to iT 26A 21.160 21.9 1.08 26A 21.160 74.32 1.25 to 28B 21.160 96.22 1.408 0.0 28B 96.22 27 19.660 5.60 20.16 1 3E .to 28A 21.160 20.16 1.08 0.0 28A 20.16 120 17.754 0.217 1.0835 35.618 53.589 120 10.405 -0.650 0.0936 2.374 12.129 120 11.008 -0.650 0.0986 1.771 120 12.129 0.0 0.3461 2.596 14.725 120 11.198 -0.650 0.1002 0.982 11.530 120 11.438 -0.650 0.1022 0.142 120 11.530 0.0 0.3644 3.195 120 14.725 0.0 0.3520 2.404 17.129 120 15.291 -0.650 0.1336 2.488 120 17.129 0.0• 0.5675 0.942 18.071 120 12.956 -0.650 0.1146 1.818 14.124 VeI= 28.12 K Factor = 18.64 Vel= 6.32 KFactor= 5.19 Vel =-6.51 Vel= 12.83 KFactor 9.55 Vel=6.56 K Factor= 5.52 Vel = 6.63 Vel= 13.20 VeI= 15.31 KFactor 17.96 Vel = 7.67 Vel = 19.83 K Factor = 22.63 Vel= 7.06 K Factor= 5.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H I IRA (VftR7 0 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 7 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pt 28 to 28A 28A to 28B 28B to 28C 5.60 20.26 1 1E 2.305 6.500 1 5.762 8.067 20.26 1.08 0.0 14.567 19.660 21.160 21.160 21.160 21.160 20.660 2016 1 iT 40.42 1.08 96.22 1.25 3E iT 136.64 1.408 5.762 3.750 0.0 5.762 0.0 9.512 9.925 15.660 6.617 16.542 0.0 32.202 120 13.089 -0.650 0.11571.685 120 14.124 0.0 0.41493.947 120 18.071 0.217 1.0858 34.965 Vel 7.10 Vel =14.16 Vel = 28.16 28C 20.660 0.0 3 to 21C 20.660 136.64 3.314 21C 20.660 136.48 3 to 13C 20.660 273.12 3.314 13C 20.660 0.0 3 2E S to 7C 20.660 273.12 3.314 7C 20.660 0.0 3 1E to Mil 20.660 273.12 3.314 Mil 20.660 0.0 3 1E to M12 10.370 273.12 3.314 M12 10.370 0.0 4 1E to 1 M13 10.370 273.12 4.31 M13 10.370 0.0 4 2E to TOR 10.370 273.12 4.31 TOR 10.370 0.0 4 to FS1 -8.370 273.124.31 FS1 8.370 0.0 4 to FS2 8.370 273.12 4.31 FS2 8.370 0.0 4 1 to BOR .500 273.12 4.31 BOR .500 0.0 6 2E to UG -3 273.126.16 UG -3 0.0 6 3E . to BF1 2.500 273.126.09 BF1 2.500 0.0 6 to BF2 2.500 273.12 6.16 120 53.253 0.0 0.0168 0.336 Vel = 5.08 120 53.589 0.0 006051.382 Vel =10.16 120 54.971 0.0 0.0605 3.313 Vel = 10.16 120 58.284 0.0 0.0605 0.934 Vel = 10.16 120 59.218 4.457 0.06051.239 Vel _10.16 120 64.914 0.0 0.0168 0.775 Vel = 6.01 120 65.689 0.0 0.0168 0.761 Vel = 6.01 0.0 1.500 120 66.450 0.0 0.0 0.866 0.01.5000.01730.026 Vel _6.01 0.0 1.000 120 67.342 0.0 0.0 1.000 * Fixed loss = 1 0.0 1.000 0.0170 0.017 Vel = 6.01 13.937 7.870 120 68.359 0.0 13.937 3.408 0.0 21.807 0.0168 0.367 Vel = 6.01 40.168 11.660 140 72.134 0.0 40.168 1.516 0.0 51.828 0.0022 6.115 Vel = 2.94_ 64.749 60.500 150 73.765 0.0 64.749 -2.382 0.0125.249 0.00210.259Vel = 3.01 0.0 5.290 140 71.642 0.0 0.0 8.000 * Fixed loss = 8 0.0 5.290 0.0023 0.012 Vel = 2.94 0.0 20.000 0.0 0.0 0.0 20.000 0.0 22.830 0.0 0.0 0.0 22.830 20.383 34.370 0.0 20.383 0.0 54.753 10.191 5.250 0.0 10.191 0.0 15.441 10.191 10.290 0.0 10.191 0.0 20.481 13.937 4.250 27.874 41.811 0.0 46.061 27.874 17.400 0.0 27.874 0.0 45.274 ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 8 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BF2 2.500 0.0 6 iT 46.249 21.830 150 79.654 to 1G 4.625 94.040 2.382 UG1-3 273.12 6.09 2E 43.166 115.870 0.0021 0.240 Vel = 3.01 UG1 -3 0.0 8 1 52.855 85.160 150 82.276 to 1 13.591 72.487 0.433 UG2 -4 273.12 7.98 1 6.041 157.647 0.0006 0.087 Vel = 1.75 UG2 -4 0.0 8 3F 40.774 240.400 150 82.796 to iT 52.855 105.711 1.732 SOR -8 273.12 7.98 2G 12.081 346.111 0.0006 0.192 Vel = 1.75 100.00 Qa = 100.00 SOR 373.12 84.720 K Factor= 40.54 Computer Programs by Hydratec Inc. Route lii Windhm N k i IA fl'f7 AL pw.~.Ll.~Mq - - - Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name Pacific Ridge Building : FP03 Level 2 Location : 6269 El Fuerte St. Carlsbad CA 92009 System : 4 Contract F-428 Data File t Calc-4_L2-bio-chem-grid.WXF 171 S Computer ProQrams by Hvdratec inc. Rotitp.111 \Ahinrihm NI 4 I It 1VrQ7 A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP03 Level 2 Date: 09-28-09 Design Remote area number: 4 Remote area location: Bio./Chem. Occupancy classification: Ordinary Hazard Density: 0.20 - Gpm/SqFt Area of application: Entire Area - SqFt Coverage per sprinkler: 117 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 13 In-rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 608.24 -GPM @ 67.27 - Psi Type of system: TREE Volume of dry or preaction system: -Gal S Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor. A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) I] ('.rmnijtpr Prcirm by Hvdrntp.c nc'. Rntitp 111 Winrlhm N H LiSA OflR7 Water Supply Curve (C) A&D Fire Sprinklers Page 2 Pacific Ridge Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 112.5 Dl- Elevation : 11.980 C2 - Residual Pressure: 103.5 D2 - System Flow : 358.247 C2 - Residual Flow : 1075 D2 - System Pressure : 77.458 Hose (Adj City) Hose ( Demand ) : 250 D3 - System Demand : 608.247 Safety Margin : 31.904 150 140 130 p120 C11 R 110 E 100 90 D2 580 u 70 D3 R6° E50 40 30 20 10 D1 .a.... .. ... .. 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 . . . Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name 1/2 3/ 1 11/i 1% 2 21/. 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A&D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Node Elevation K-Fact Pt Pn Flow Density Area Press N Actual Actual Re 1 1966 5.6 27.22 na 29.21 0.2 100 7.0 2 19.66 5.6 24.64 na 27.8 0.2 118 7.0 2A 21.16 26.56 na 2B 21.16 29.24 na 3 19.66 5.6 28.1 na 29.68 0.2 100 7.0 3A 21.16 30.42 na 4 19.66 5.6 31.51 na 31.43 0.2 100 7.0 4A 21.16 34.17 no 5 1966. 5.6 24.76 na 27.86 0.2 110 7.0 5A 21.16 26.69 na 6 18.66 5.6 25.77 no 28.43 0.2 90 7.0 6A 21.16 27.63 no 7 19.66 5.6 26.29 na 28.71 0.2 110 TO 7A 21.16 28.37 na 7B 21.16 34.58 na 8 19.66 5.6 17.76 no 23.6 0.2 118 7.0 8A 21.16 19.01 na 9 19.66 5.6 18.88 no 24.33 0.2 118 7.0 9A 21.16 20.24 no 10 19.66 5.6 20.96 no 25.64 0.2 112 7.0 9B 21.16 22.44 na 11 19.66 5.6 24.35 na 27.63 0.2 112 7.0 hA 21.16 26.24 na 12 18.66 5.6 22.53 na 26.58 0.2 90 7.0 13 . 19.66 5.6 23.81 na 27.33 0.2 110 7.0 13A 21.16 24.96 na 12A 21.16 23.19 na 13B 21.16 25.06 no 11B 21.16 27.8 na 13C 20.66 49.57 na 7C 20.66 50.73 no Mil 20.66 52.28 na M12 10.37 58.78 na M13 10.37 60.06 no TOR 10.37 61.32 na FS1 8.37 62.23 na FS2 8.37 63.26 no BOR 0.5 67.27 no UG -3.0 68.98 na BF1 2.5 67.02 no BF2 2.5 72.04 no UG1 -3.0 74.82 no UG2 -4.0 75.41 no SOR -8.0 77.46 na 250.0 The maximum velocity is 30.89 and it occurs in the pipe between nodes 7B and 7C (n,rfr Prrrirms hv Hvrirntpr. Inc Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A&D Fire Sprinklers Pacific Ridge - 2007 Page 5 Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 19.660 5.60 29.21 1 3E 6.914 4.830 120 27.215 to 0.0 6.914 -0.650 2B 21.160 29.21 1.08 0.0 11.744 0.2277 2.674 Vel = 10.23 0.0 2B 29.21 2 19.660 5.60 27.80 1 2E 4.61 2.000 to iT 5.762 10.372 2A 21.160 27.8 1.08 0.0 12.372 2A 21.160 0.0 1 iT 5.762 7.160 to 0.0 5.762 2B 21.160 27.8 1.08 0.0 12.922 2B 21.160 29.21 1.25 0.0 5.500 to 0.0 0.0 3A 21.160 57.01 1.408 0.0 5.500 29.239 K Factor = 5.40 120 24.637 -0.650 0.2076 2.569 Vel = 9.74 120 26.556 0.0 0.2076 2.683 Vel = 9.74 120 29.239 0.0 0.2155 1.185 Vel= 11.75 0.0 3A 57.01 -30.424KFactor=10.34 3 19.660 5.60 29.68 1 2E 4.61 2.330 120 28.096 to . 3A iT 5.762 10.372 -0.650 21.160 29.68 1.08 0.0 12.702 0.2345 2.978 Vel = 10.39 3A 21.160 57.01 1.25 0.0 8.000 120 30.424 to 0.0 0.0 0.0 4A 21.160 86.69 1.408 0.0 8.000 0.4680 3.744 Vel = 17.86 0.0 4A 86.69 34.168 KFactor= 14.83 4 19.660 5.60 31.43 1 2E 4.61 2.330 120 31.507 to 1 5.762 10.372 -0.650 4A 21.160 31.43 1.08 0.0 12.702 0.2607 3.311 Vel = 11.01 4A 21.160 86.70 1.25 0.0 0.500 120 34.168 to 0.0 0.0 0.0 7B 21.160 118.13 1.408 0.0 0.500 0.8300 0.415 Vel = 24.34 0.0 7B 118.13 34.583 KFactor= 20.09 5 19.660 5.60 27.86 1 2E 4.61 2.000 120 24.759 to IT 5.762 10.372 -0.650 5A 21.160 27.86 1.08 0.0 12.372 0.2086 2.581 Vel = 9.76 5A 21.160 0.0 1 0.0 4.500 120 26.690 to 0.0 0.0 0.0 6A 21.160 27.86 1.08 0.0 4.500 0.2087 0.939 Vel = 9.76 0.0 6A 27.86 27.629 K Factor = 5.30 6 18.660 5.60 28.43 1 1E 2.305 5.500 120 25.775 to 1 5.762 8.067 -1.083 6A 21.160 28.43 1.08 0.0 13.567 0.2165 2.937 Vel = 9.96 6A 21.160 27.87 1.25 0.0 3.500 120 27.629 . to 0.0 0.0 0.0 7A 21.160 56.3 1.408 0.0 3.500 0.2106 0.737 VeI= 11.60 0.0 7A 56.30 28.366 KFactor= 10.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 7 - 19.660 5.60 28.71 1 2E 4.61 2.000 120 26.288 to iT 5.762 10.372 -0.650 7A 21.160 28.71 1.08 0.0 12.372 0.2205 2.728 Vel = 10.05 7A 21.160 56.30 1.25 iT 6.617 7.160 120 28.366 to 0.0 6.617 0.0 7B 21.160 85.01 1.408 0.0 13.777 0.4513 6.217 Vel = 17.52 76 21.160 118.13 1.5 1 8.727 6.040 120 34.583 to 0.0 8.727 0.217 7C 20.660 203.14 1.639 0.0 14.767 1.0790 15.934 Vel = 30.89 0.0 7C 203.14 50.734 KFactor 28.52 8 19.660 5.60 23.60 1 2E 4.61 2.000 120 17.760 to 1 5.762 10.372 -0.650 8A 21.160 - 23.6 1.08 0.0 12.372 0.1534 1.898 Vel = 8.27 8A 21.160 0.0 1 0.0 8.000 120 19.008 to 0.0 0.0 0.0 9A 21.160 23.6 1.08 0.0 8.000 0.1534 1.227 Vel = 8.27 • 0.0 9A 23.60 20.235 K Factor = 5.25 9 ____ 19.660 5.60 24.33 1 2E 4.61 2.000 120 18.877 to iT 5.762 10.372 -0.650 9A 21.160 24.33 1.08 0.0 12.372 0.1623 2.008 Vel = 8.52 9A 21.160 23.60 1.25 iT 6.617 7.500 120 20.235 to 0.0 6.617 0.0 9B 21.160 47.93 1.408 0.0 14.117 0.1563 2.207 Vel = 9.88 0.0 9B 47.93 22.442 K Factor = 10.12 10 19.660 5.60 25.64 1 3E 6.914 5.000 120 20.962 to 0.0 6.914 -0.650 9B 21.160 25.64 1.08 0.0 11.914 0.1788 2.130 Vel = 8.98 9B 21.160 47.93 1.25 0.0 11.000 120 22.442 to 0.0 0.0 0.0 hA 21.160 73.57 1.408 0.0 11.000 0.3455 3.800 Vel = 15.16 0.0 hA - 73.57 26.242 K Factor = 1436 11 19.660 5.60 27.63 1 2E 4.61 2.000 120 24.351 to iT 5.762 10.372 -0.650 hA 21.160 27.63 1.08 0.0 - 12.372 0.2054 2.541 Vel = 9.68 hA 21.160 73.57 1.25 0.0 2.500 120 26.242 to 0.0 0.0 0.0 11321.160 101.2 1.408 0.0 2.500 0.6232 1.558 Vel = 20.85 - - 0.0 11B 101.20 - 27.800 K Factor = 19.19 S 12 to 18.660 5.60 26.58 1 2E 4.61 0.0 4.500 4.610 120 22.532 -1.083 12A 21.160 26.58 1.08 0.0 9.110 0.1912 1.742 Vel = 9.31 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 7 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12A 26.58 - 23.191 K Factor = 5.52 13 19.660 5.60 27.33 1 3E 6.914 2.000 120 23.812 to 0.0 6.914 -0.650 13A 21.160 27.33 1.08 0.0 8.914 0.2013 1.794 Vel = 9.57 13A 21.160 0.0 1 0.0 0.500 120 24.956 to 0.0 0.0 0.0 13B 21.160 27.33 1.08 0.0 0.500 0.2020 0.101 Vel = 9.57 0.0 -- 13B 27.33 25.057 K Factor = 5.46 12A 21.160 26.58 1 1 5.762 4.000 120 23.191 to 0.0 5.762 0.0 13B 21.160 26.58 1.08 0.0 9.762 0.1911 1.866 Vel = 9.31 13B 21.160 27.33 1.25 IT 6.617 7.500 120 25.057 to 0.0 6.617 0.0 11B 21.160 53.91 1.408 0.0 14.117 0.1943 2.743 Vel 11.11 - 11B 21.160 101.20 1.5 3E 13.09 11.080 120 27.800 to 13C 20.660 155.11 1.639 iT 8.727 0.0 21.817 32.897 0.6551 0.217 21.552 Vel = 23.59 13C 20.660 0.0 3 2E 20.383 34.450 120 49.569 to 0.0 20.383 0.0 7C 20.660 155.11 3.314 0.0 54.833 0.0212 1.165 Vel = 5.77 7C 20.660 203.14 3 1E 10.191 5.250 120 50.734 to 0.0 10.191 0.0 Mil 20.660 358.25 3.314 0.0 15.441 0.1000 1.544 Vel = 13.33 Mil 20.660 0.0 3 1E 10.191 10.290 120 52.278 to 0.0 10.191 4.457 M12 10.370 358.25 3.314 0.0 20.481 0.0999 2.046 Vel = 13.33 M12 10.370 0.0 4 1E 13937 4.250 120 58.781 to iT 27.874 41.811 0.0 - M13 10.370 358.25 4.31 0.0 46.061 0.0278 1.281 Vel = 7.88 M13 10.370 0.0 4 2E 27.874 17.400 120 60.062 to 0.0 27.874 0.0 TOR 10.370 358.25 4.31 0.0 45.274 0.0278 1.258 Vel = 7.88 TOR 10.370 0.0 4 0.0 1.500 120 61.320 to 0.0 0.0 0.866 FS1 8.370 358.25 4.31 0.0 1.500080 0.042 Vel = 7.88 FS1 8.370 0.0 4 0.0 1.000 120 62.228 to 0.0 0.0 1.000 * Fixed loss = 1 FS2 8.370 358.25 4.31 0.0 1.000 0.0280 0.028 Vel = 7.88 FS2 8.370 0.0 4 1E 13.937 7.870 120 63.256 to 0.0 13.937 3.408 BOR .500 358.25 4.31 0.0 21.807 0.0278 0.606 Vel = 7.88 BOR .500 0.0 6 2E 40.168 11.660 140 67.270 to 0.0 40.168 1.516 UG -3 358.25 6.16 0.0 51.828 0.0037 0.190 Vel= 3.86 UG -3 0.0 6 3E 64.749 60.500 150 68.976 to 0.0 64.749 -2.382 BF1 2.500 358.25 6.09 0.0 125.249 0.0034 0.428 Vel = 3.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 8 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BF1 2.500 0.0 6 0.0 5.290 140 67.022 to 0.0 0.0 5.000 * Fixed loss = 5 BF2 2.500 358.25 6.16 0.0 5.290 0.0038 0.020 Vel = 3.86 BF2 2.500 0.0 6 iT 46.249 21.580 150 72.042 to 1G 4.625 94.040 2.382 UGI -3 358.25 6.09 2E 43.166 115.620 0.0034 0.395 Vel = 3.95 UG1 -3 0.0 8 1E 27.183 85.160 150 74.819 to iT 52.855 86.077 0.433 UG2 -4 358.25 7.98 1G 6.041 171.237 0.0009 0.157 Vel = 2.30 UG2 -4 0.0 8 3F 40.774 240.400 150 75.409 to iT 52.855 105.711 1.732 SOR -8 358.25 7.98 2G 12.081 346.111 0.0009 0.317 Vel = 2.30 250.00 Qa = 250.00 SOR 608.25 77.458 K Factor= 69.11 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 S - - - Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name : Pacific Ridge Building : FP02 Level 1 Location 6269 El Fuerte St. Carlsbad CA 92009 System : 5 Contract : F-428 Data File : Calc-5_1-1-corridor_revl1-18-09.WXF S S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP02 Level 1 Date: 09-28-09 Design Remote area number: 5 Remote area location: Exterior Corridor Occupancy classification: Ligh Hazard Density: 0.10 - Gpm/SqFt Area of application: 1000 - SqFt Coverage per sprinkler: 164 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 14 In-rack demand: - GPM Hose streams: 100 - GPM Total water required (including hose streams): 352.73 -GPM @ 79.92 -Psi Type of system: TREE Volume of dry or preaction system: -Gal . Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor. A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) A&D Fire Sprinklers Page 2 Pacific Ridge Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 112.5 Dl - Elevation : 8.012 02 - Residual Pressure: 103.5 D2 - System Flow : 252.735 C2 - Residual Flow : 1075 D2 - System Pressure : 91.392 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 352.735 Safety Margin : 19.962 150 140 130 p120 --:j— R 110 E 100 2 S 90 s 80 u 70 R60 E50 40 30 20 Dl ..... 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 . . . Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name 1/2 % 1 11/4 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 139OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A&D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 50 4.0 5.6 7.9 na 15.74 0.1 1 7.0 51 5.5 5.6 7.85 na 15.72 0.1 1 7.0 51A 5.5 8.37 na 52 8.0 5.6 10.01 na 17.72 0.1 1 7.0 52A 0.0 13.82 na 53 10.5 5.6 11.62 na 19.09 0.1 177 7.0 53A 11.0 12.35 na 53B 11.0 21.07 na 54 10.5 5.6 7.0 na 14.82 0.1 118 7.0 55 10.5 5.6 7.36 na 15.19 0.1 125 7.0 55A 11.0 7.77 na 56 10.5 5.6 9.58 na 17.33 0.1 120 7.0 56A 11.0 10.16 na 57 10.5 5.6 11.0 na 18.57 0.1 1 7.0 57A 11.0 11.69 na 58 8.0 5.6 13.17 na 20.32 0.1 1 7.0 58A 11.0 13.97 na 58B 11.0 21.08 na 59 10.5 5.6 9.32 na 17.1 0.1 1 7.0 60 10.5 5.6 9.84 na 17.56 0.1 1 7.0 60A 11.0 10.44 na 61 10.5 5.6 12.74 na 19.99 0.1 1 7.0 61A 11.0 13.56 na 63 10.5 14.04 na 64 10.5 5.6 12.98 na 20.17 0.1 1 7.0 64A 11.0 13.82 na 64B . 11.0 15.36 na 62 10.5 5.6 17.47 na 23.41 0.1 1 7.0 62A 11.0 18.65 na 62B 11.0 22.85 na 62C 11.0 32.71 na Ml 11.0 47.12 na M2 9.87 60.96 na 825 9.87 67.66 na M3 9.87 68.42 na M13 9.87 73.85 na TOR 9.87 74.51 na FSI 8.37 75.19 na FS2 8.37 76.2 na BOR 0.5 79.93 na UG -3.0 81.54 na SF1 2.5 79.39 na BF2 2.5 86.4 na UG1 -3.0 88.98 na UG2 -4.0 89.49 na SOR -8.0 91.39 na 100.0 The maximum velocity is 14.94 and it occurs in the pipe between nodes 62A and 62B Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 50 4 5.60 15.74 1 4E 9.219 6.200 to 0.0 9.219 51A 5.500 15.74 1.08 0.0 15.419 0.0 51A 15.74 51 5.500 5.60 15.72 1 IT 5.762 1.000 to 0.0 5.762 51A 5.500 - 15.721.08 0.06.762 51A 5.500 15.74 1 3E 6.914 5.700 to 0.0 6.914 52A 0 __31.46 ______31.461.08 1.0 0.012.614 0.0 52A 31.46 120 7.898 -0.650 0.0725 1.118 Vel = 5.51 8.366 K Factor = 5.44 120 7.877 0.0 0.0723 0.489 Vel = 5.51 - 120 8.366 2.166 0.2610 3.292Vel _11.02 13.824 K Factor = 8.46 52 8 5.60 17.72 1 iT 5.762 0.500 120 10.010 to 0.0 5.762 3.248 52A 0 17.72 1.08 0.0 6.262 0.0904 0.566 Vel = 6.21 52A 0 31.45 1.25 2E 6.617 12.120 120 13.824 . to 0.0 6.617 -4.548 53A ii 49.171.408 0.018.7370.16403.072Vel=10.13 0.0 53A 49.17 12.348 KFactor 13.99 53 10.500 5.60 19.09 1 1E 2.305 1.000 to iT 5.762 8.067 53A 11 19.09 1.08 0.0 9.067 53A 11 49.18 1.25 3E 9.925 12.450 to iT 6.617 16.542 53B11 68.27 -- 1:408 0.028.992 53B 11 0.0 2.5 0.0 1.160 to 0.0 0.0 58B 11 68.27 2.703 0.0 1.160 0.0 58B 68.27 54 10.500 5.60 14.82 1 2E 4.61 10.620 to 0.0 4.610 55A 11 14.82 1.08 0.0 15.230 0.0 55A 14.82 55 10.500 5.60 15.19 1 . 1E 2.305 1.160 to iT 5.762 8.067 55A 11 15.19 1.08 0.0 9.227 55A 11 14.82 1 0.0 10.000 to 0.0 0.0 56A11 30.01 1.08 0.0 10.000 0.0 56A 30.01 56 10.500 5.60 17.33 1 1E 2.305 1.160 to iT 5.762 8.067 56A 11 17.33 1.08 0.0 9.227 120 11.625 -0.217 0.10370.940 Vel =6.69 120 12.348 0.0 0.3008 8.720 Vel = 14.07 120 21.068 0.0 0.0129 0.015 Vel = 3.82 21.083 KFactor = 14.87 120 7.000 -0.217 0.06490.988Vel =5.19 7.771 K Factor = 5.32 120 7.361 -0.217 0.0680 0.627 Vel = 5.32 120 7.771 0.0 0.2392 2.392 Vel = 10.51 -10.163K Factor = 9.41 120 9.580 -0.217 0.0867 0.800 Vel = 6.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf - 56A 11 30.01 1.25 0.0 10.000 120 10.163 to 0.0 0.0 0.0 57A 11 47.34 1.408 0.0 10.000 0.1528 1.528 Vel = 9.75 0.0 57A 47.34 11.691 K Factor = 13.85 57 10.500 5.60 18.57 1 1E 2.305 1.160 120 10.999 -- to iT 5.762 8.067 -0.217 57A 11 18.57 1.08 0.0 9.227 0.0985 0.909 Vel = 6.50 57A 11 47.34 1.25 IE 3.308 4.790 120 11.691 to 0.0 3.308 0.0 58A 11 65.91 1.408 0.0 8.098 0.2819 2.283 Vel = 13.58 0.0 58A 65.91 13.974 KFactor 17.63 58 8 5.60 20.32 1 2E 4.61 7.750 120 13.166 to IT 5.762 10.372 -1.299 58A 11 20.32 1.08 0.0 18.122 0.1163 2.107 VeI= 7.12 . 58A to 11 65.91 1.5 3E iT 13.09 8.727 10.330 21.817 120 13.974 0.0 58B 11 86.23 1.639 0.0 32.147 0.2211 7.109 Vel = 13.11 58B 11 68.27 2.5 0.0 31.000 120 21.083 to 0.0 0.0 0.0 62B 11 154.5 2.703 0.0 31.000 0.0569 1.763 Vel = 8.64 0.0 62B - 154.50 22.846 KFactor= 32.32 59 10.500 5.60 17.10 1 2E 4.61 11.160 120 9.325 to 0.0 4.610 -0.217 60A - 11 17.1 1.08 0.0 15.770 0.0845 1.333 Vel = 5.99 0.0 60A 17.10 10.441 K Factor = 5.29 60 10.500 5.60 17.56 1 1E 2.305 1.160 120 9.838 to iT 5.762 8.067 -0.217 60A 11 17.56 1.08 0.0 9.227 0.0889 0.820 Vel = 6.15 60A 11 17.11 1 0.0 10.000 120 10.441 to 0.0 0.0 0.0 61A 11 34.67 1.08 0.0 10.000 0.3124 3.124 Vel= 12.14 0.0 61A 34.67 13.565 K Factor = 9.41 61 10.500 5.60 19.99 1 1E 2.305 1.160 120 12.741 to iT 5.762 8.067 -0.217 61A 11 19.99 1.08 0.0 9.227 0.1128 1.041 Vel 7.00 61A 11 34.66 1.25 1 6.617 2.370 120 13.565 - to 0.0 6.617 0.0 64B ii 54.65 1.408 0.0 8.987 0.1993 - 1.791 Vel = 11.26 . 0.0 64B _ 54.65 15.356 K Factor =13.95 63 10.500 0.0 1 2E 4.61 8.160 120 14.037 to 0.0 4.610 -0.217 64A 11 0.0 1.08 0.0 12.770 0.0001 0.001 Vel = 0 Computer Programs by Hydratec Inc.. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A&D Fire Sprinklers Page. 7. Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pt/Ft Pt 0.0 64A co 13.821 K Factor 0 64 10.500 5.60 20.17 1 1E 2.305 1.160 120 12.978 to iT 5.762 8.067 -0.217 64A 11 20.17 1.08 0.0 9.227 0.1149 1.060 Vel = 7.06 64A 11 0.0 1 1 5.762 7.620 120 13.821 to 0.0 5.762 0.0 64B11 20.17 1.08 0.0 13.382 0.1147 1.535 Vel 7.06 64B 11 54.66 1.5 3E 13.09 6.250 120 15.356 to 0.0 13.090 0.0 62A11 7483 1.639 0.0 19.340 0.1701 3.290 Vel 11.38 0.0 62A 74.83 18.646 KFactor= 17.33 62 10.500 5.60 23.41 1 1E 2.305 1.160 120 17.469 to iT 5.762 8.067 -0.217 62A 11 23.41 1.08 0.0 9.227 0.1511 1.394 Vel = 8.20 . 62A 11 74.82 1.5 iT 8.727 6.200 120 18.646 to 0.0 8.727 0.0 62B 11 98.23 1.639 0.0 14.927 0.2814 4.200 Vel = 14.94 62B 11 154.51 2.5 1E 9.325 51.120 120 22.846 to 2F 9.325 18.650 0.0 62C 11 252.742.703 0.069.770 0.14149.867 Vel = 14.13 62C 11 0.0 2.5 3E 27.976 73.870 120 32.713 to 0.0 27.976 0.0 Ml 11 252.742.703 0.0101.8460.141414.403 .Vel _14.13 Ml 11 0.0 2.5 4E 37.301 38.500 120 47.116 to iT 18.651 55.952 0.489 M2 9.870 252.742.703 0.094.452 0.141413.357 __Vel = 14.13 M2 9.870 0.0 3 2E 20.383 90.000 120 60.962 to 4F 17.471 37.854 0.0 82B9.870 252.74 3.314 0.0127.8540.0524 6.701 Vel 9.40 82B 9.870 0.0 3 0.0 14.500 120 67.663 to 0.0 0.0 0.0 M3 9.870 252.74 3.314 0.0 14.500 0.05250.761 Vel 9.40 M3 9.870 0.0 3 SE 50.956 52.660 120 68.424 to 0.0 50.956 0.0 M13 9.870 252.743.314 0.0103.616 0.05245.431 _Vel _.9.40 M13 9.870 0.0 4 2E 27.874 17.400 120 73.855 to 0.0 27.874 0.0 TOR 9.870 252.744.31 0.0 45.2740.0146 0.660 Vel _5.56 TOR 9.870 0.0 4 0.0 1.500 120 74.515 to 0.0 0.0 0.650 FS1 8.370 252.74 4.31 0.0 1.500 0.0140 0.021 Vel =t 5.56 FS1 8.370 0.0 4 0.0 1.000 120 75.186 • to 0.0 0.0 1.000 * Fixed loss = 1 FS2 8.370 252.74 4.31 0.0 1.000 0.0150 0.015 _Vel =5.56 FS2 8.370 0.0 4 1E 13.937 7.870 120 76.201 to 0.0 13.937 3.408 BOR .500 252.74 4.31 0.0 21.807 0.0146 0.318 Vel = 5.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 63087 0 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 8 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pt/Ft Pf BOR .500 to UG -3 UG -3 to BF1 2.500 BF1 2.500 to BF2 2.500 BF2 2.500 to UG1 -3 UG1 -3 to UG2 -4 UG2 -4 to SOR -8 0.0 6 2E 40.168 11.660 0.0 40.168 252.74 6.16 0.0 51.828 0.0 6 3E 64.749 60.500 0.0 64.749 252.74 6.09 0.0 125.249 0.0 6 0.0 5.290 0.0 0.0 252.74 6.16 0.0 5.290 0.0 6 iT 46.249 21.830 1G 4.625 94.040 252.74 6.09, 2E 43.166 115.870 0.0 8 1 13.591 85.160 iT 52.855 72.487 252.74 7.98 1G 6.041 157.647 140 79.927 1.516 0.0019 0.100 Vel = 2.72 150 81.543 -2.382 0.0018 0.224 Vel = 2.78 140 79.385 7.000 * Fixed loss = 7 0.0019 0.010 Vel = 2.72 150 86.395 2.382 0.0018 0.208 Vel = 2.78 150 88.985 0.433 0.0005 0.076 Vel = 1.62 0.0 8 3F 40.774 240.400 150 89.494 iT 52.855 105.711 1.732 252.74 7.98 2G 12.081 346.111 0.0005 0.166 Vel = 1.62 100.00 Qa = 100.00 SOR 352.74 91.392 K Factor = 36.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name Pacific Ridge Building : FP02 Level I Location 6269 El Fuerte St. Carlsbad CA 92009 System : 5 Contract F-428 Data File : Calc-5_1-I-corridor.WXF APPRO , )EAS SUBMITTED CARL-SMADIF-1RE DEPARTMENT Computer Programs by Hydratec Inc. Route 111 Windham NH. USA 03067 c COPY A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP02 Level 1 Date: 09-28-09 Design Remote area number: 5 Remote area location: Exterior Corridor Occupancy classification: Ligh Hazard Density.- 0.10 - Gpm/SqFt Area of application: 1000 - SqFt Coverage per sprinkler., 164 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 12 In-rack demand: - GPM Hose streams: 100 -GPM Total water required (including hose streams): 325.46 - GPM @ 72.98 - Psi Type of system: TREE Volume of dry orpreactlon system: -Gal Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor: A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here), Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) A&D Fire Sprinklers Page 2 Pacific Ridge Date 09-02-09 City Water Supply; Demand: Cl - Static Pressure : 112.5 Dl - Elevation : 7.722 C2 - Residual Pressure: 103.5 D2 - System Flow : 225.462 C2 - Residual Flow : 1075 D2 - System Pressure : 84.302 Hose(Adj City) Hose Demand : 100 D3 - System Demand : 325.462 Safety Margin : 27.211 150 140 130 p120 R 110 - -_ C2 E 100 S90 S80 )3 -- u 7° R6 Es: 40 30 20 10 Dl .. -,-.. .... -.... .. .. .. -- .. 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name V2 % 1 1% 1% 2 2% 3 31% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 I NFPA 13 90 Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Pressure / Flow Summary - STANDARD A&D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 50 4.0 5.6 7.59 no 15.43 0.1 1 7.0 51 5.5 5.6 7.55 no 15,39 0.1 1 7.0 51A 5.5 8.02 no 52 8.0 5.6 9.56 no 17.32 0.1 1 7.0 52A 8.0 10.1 no 52B 9.45 14.37 no 52C 9.45 14.53 no 52D 9.45 16.45 no 53 9.83 5.6 13,5 no 20.57 0.1 1 7.0 54 9.83 5.6 7.0 no 14.82 0.1 1 7.0 55 9.83 5.6 7.51 no 15.35 0.1 1 7.0 55A 10.5 7.87 no 56 9.83 5.6 12.92 no 20.13 0.1 1 7.0 57 8.0 5.6 13.25 no 20.38 0.1 1 7.0 57A 9.45 13.89 no 55B 9.45 14.3 no 53A 9.45 15.43 no 53B 9.45 17.99 no 58 9.83 5.6 16.21 no 22.55 0.1 1 7.0 58A 9.45 18.23 no 58B 9.45 18.53 no 59 9.83 5.6 11.42 no 18.93 0.1 1 7.0 59A 9.45 19.23 no 59B 9.45 19.45 no 60 9.83 5.6 15.68 no 22.18 0.1 1 7.0 61 8.0 5.6 16.04 no 22.43 0.1 1 7.0 61A 9.45 16.87 no 613 9.45 19.36 no 61C 9.45 20.43 no 61D 9.66 29.37 no Ml 9.66 40.01 no M2 9.66 51.41 no 82C 9.66 62.34 no M3 9.66 63.01 no M13 9.66 66.97 no TOR 9.66 67.72 no FS1 8.37 68.3 no FS2 8.37 69.31 no BOR 0.5 72.99 no UG -3.0 74.58 no BFI 2.5 72.38 no BF2 2.5 79.39 no UG1 -3.0 81.94 no 1JG2 -4.0 62.44 no SOR -8.0 84.3 no 100.0 The maximum velocity is 15.62 and it occurs in the pipe between nodes 61A and 61B Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pc **** Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total PfIFt Pf 50 4 5.60 15.43 1 4E 9.219 6.200 120 7.591 to 0.0 9.219 -0.650 51A 5.500 15.43 1.08 0.0 15.419 0.0698 1.077 Vet = 5.40 -. 0.0 51A 15.43 8.018 K Factor = 5.45 51 5.500 5.60 15.39 1 1 5.762 1.000 120 7.548 to 0.0 5.762 0.0 51A 5.500 15.39 1.08 0.0 6.762 0.0695 0.470 Vel= 5.39 51A 5.500 15.42 1 3E 6,914 5.700 120 8.018 to 0.0 6.914 -1.083 52A 8 30.81 1.08 0.0 12.614 0.2513 3.170 Vel = 10.79 0.0 52A 30.81 10.105 KFactor = 9.69 52 8 5.60 17.32 1 iT 5.762 0.500 120 9.563 to 0.0 5.762 0.0 52A 8 17.32 1.08 0.0 6.262 0.0866 0.542 Val = 6.07 52A 8 30.81 1.25 3E 9.925 14.540 120 10.105 to IT 6.617 16.542 -0.628 52B 9.450 48.13 1.408 0.0 31.082 0.1576 4.897 Vel = 9.92 52B 9.450 0.0 1.25 0.0 1.000 120 14.374 to 0.0 0.0 0.0 52C 9.450 48.13 1.408 0.0 1.000 0.1580 0.158 Vel = 9.92 52C 9.450 0.0 1.5 IT 8.727 16.790 120 14.532 to 0.0 8.727 0.0 2P 9.450 48.13 1.639 0.0 25.517 0.0752 1.918 Vel = 7.32 52D 9.450 0.0 1.5 IT 8.727 11.700 120 16.450 to 0.0 . 8.727 0.0 -53B 9.450 48.13 1.639 * 0.0 20.427 0.0752 1.536 Vel = 7.32 0.0 53B 48,13 17.986 KFactor= 11.35. 53 9.830 5.60 20.57 1 2E 4.61 4.450 120 13.498 - to IT . 5.762 10.372 0.165 53A 9.450 20.571.08 0.014.8220.11891.763 Vel _=_7.20 0.0 53A 20.57 15.426 KFactor= 5.24 54 9.830 5.60 14.82 1 2E 4.61 13.330 120 7.000 to 0.0 4.610 -0.290 55A 10.500 14.82 1.08 0.0 17.940 0.0648 . 1.163 Vel = 5.19 0.0 55A 14.82 --. 7.873KFactor=5.28 55 9.830 5.60 15.35 1 1E 2.305 1.330 120 7.513 - to ii 5.762 8.067 -0.290 55A 10.500 15.35 1.08 0.0 9.397 0.0692 0.650 Vet = 5.38 55A 10.500 14.82 1 2E 4.61 14.370 120 7.873 to IT 5.762 10.372 0.455 55B 9.450 30.17 1.08 0.0 24.742 0.2415 5.976 Vet = 10.57 0.0 55B 30.17 14.304 K Factor = 7.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe *** Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total PfIFt Pf 56 9.830 5.60 20.13 1 2E 4.61 2.410 120 12.920 to 0.0 4.610 0.165 57A 9.450 - 20.13 1.08 0.0 7.020 0.1142 0.802 Vet = 7.05 0.0 57A 20.13 - 13.887 K Factor = 5.40 57 8 - 5.60 20.38 1 1E 2.305 2.740 120 13.250 to IT 5.762 8.067 -0.628 57A 9.450 20.38 1.08 0.0 10.807 0.1171 1.265 Vet = 7.14 57A 9.450 20.13 1 0.0 1.000 120 13.887 to 0.0 0,0 0.0 55B 9.450 40.51 1.08 0.0 1.000 0.4170 0.417 Vel = 14.19 55B 9.450 30.17 1.25 0.0 3,500 120 14.304 to 0.0 0.0 0.0 53A 9.450 70.68 1.408 0.0 3.500 0.3206 1.122 Vel = 14.56 53A 9.450 20.57 1.5 1 8.727 1.700 120 15.426 to 0.0 8.727 0.0 538 9.450 91.25 1.639 0.0 10.427 0.2455 2.560 VeI= 13.88 53B 9.450 48.13 2.5 0.0 10.200 120 17.986 to 0.0 0.0 0.0 58B 9.450 139.38 2.635 0.0 10.200 0.0532 0.543 Vel = 8.20 0.0 58B 139.38 - 18.529 KFactor= 32.38 - 58 9.830 5.60 22.55 1 2E 4.61 8.500 120 16.214 to 0.0 4.610 0.165 58A 9.450 22.55 1.08 0.0 13.110 0.1409 1.847 Vel = 7.90 58A 9.450 0.0 1.25 IT 6.617 1.200 120 18.226 to 0.0 6.617 0.0 588 9.450 22.55 1.408 0.0 7.817 0.0388 0.303 Vet = 4.65 588 9.450 139.38 2.5 0.0 13.160 120 18.529 to 0.0 0.0 0.0 59B 9.450 161.93 2.635 0.0 13.160 0.0703 0.925 Vet = 9.53 0.0 59B 161.93 19.454 KFactor 36.71 59 9.830 5.60 18.93 1 2E 4.61 70.410 120 11.421 to 0.0 4.610 0.165 59A 9.450 _18.931.08 0.075.0200.10207.649 Vet _6.63 59A 9.450 0.0 1.25 IT 6.617 1.200 120 19.235 to 0.0 6.617 0.0 59B 9.450 18.93 1.408 0.0 7.817 0.0280 0.219 Vel= 3.90 59B 9.450 161,93 2.5 0.0 11.290 120 19.454 to 0.0 0.0 0.0 .1ç 9.450 180.86 2.635 0.0 11.290 0.0862 0.973 Vel= 10.64 0.0 SiC 180.86 . - 20.427 K Factor = 40.02 60 9.830 5.60 22.18 I 2E 4.61 2.870 120 15.680 to 0.0 4.610 0.165 61A9.450 22.181.08 0.0 7.480 - 0.1368 1.023 Vel= 7.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 7 Pacific Ridge Date 09-02-09 Nodel 8evI K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 Elev2 Fact Qt Act Eqv. La. Total Pf/Ft Pf 0.0 61A 22.18 16.868 K Factor = 5.40 61 8 5.60 22.43 1 1 2.305 2,370 120 16.039 to IT 5.762 8.067 -0.628 61A 9.450 22.43 1.08 0.0 10.437 0.1396 1.457 Vel = 7.86 61A 9.450 22.17 1 0.0 5.000 120 16.868 to 0.0 0.0 0.0 61B 9.450 44.6 1.08 0.0 5.000 0.4978 2.489 Vet = 15.62 616 9.450 0.0 1.25 IT 6.617 1.200 120 19.357 to 0.0 6.617 0.0 61C 9.450 44.6 1.408 0.0 7.817 0.1369 1.070 Vet = 9.19 61C 9.450 180.86 2.5 IE 8.237 50.500 120 20.427 to , 2L 10.983 19.220 -0.091 61D 9.660 225.46 2.635 0.0 69.720 0.1296 9.037 Vel = 13.26 61D 9.660 0.0 2.5 1E 8.237 73.870 120 29.373 to 0.0 8.237 0.0 Ml 9.660 225.46 2.635 0.0 82.107 0.1296 10.641 Vet = 13.26 Ml 9.660 0.0 2.5 4E 32.948 38.500 120 40.014 to IT 16.474 49.422 0.0 M2 9.660 225.46 2.635 0.0 87.922 0.1296 11.396 Vel= 13.26 M2 9.660 0.0 3 14E 131.707 90.000 120 51.410 to 4F 16.127 147.834 0.0 82c 9.660 225.46 3.26 0.0 237.834 0.0460 10.933 Vel = 8.67 82C 9.660 0.0 3 0.0 14.500 120 62.343 to 0.0 0.0 0.0 M3 9.660 225.46 3.26 0.0 14.500 0.0460 0.667 Vel = 8.67 M3 9.660 0.0 3 4E 37.631 48.540 120 63.010 to 0.0 37.631 0.0 M13 9.660 225.46 3.26 0.0 86.171 0.0460 3.961 Vel = 8.67 M13 9.660 0.0 4 3E 39.501 20.870 120 66.971 to 0.0 39.501 0.0 TOR 9.660 225.46 4.26 0.0 60.371 0.0125 0.754 Vet = 5.08 TOR 9.660 0.0 4 0.0 1-500 120 67.725 to 0.0 0.0 0.559 FSI 8.370 225.46 4.26 0.0 1.500 0.0120 0.018 Vel = 5.08 FSI 8.370 0.0 4 0.0 1.000 120 68.302 to 0.0 0.0 1.000 *Fixed loss _ 1 FS2 8.370 225.46 4.26 0.0 1.000 0.0130 0.013 Vet = 5.08 FS2 8.370 0.0 4 1 13.167 7.870 120 69.315 to 0.0 13.167 3.408 BOR .500 225.46 4.26 0.0 21.037 0.0125 0.263 Vel = 5.08 BOR .500 0.0 6 2E 40.168 11.660 140 72.988 to 0.0 40.168 1.516 IJG -3 225.46 6.16 0.0 51.828 0.0016 0.081 Vel= 2.43 UG -3 0.0 6 3E 64.749 60.500 150 74.583 to 0.0 64.749 -2.382 BF1 2.500 225.46 6.09 0.0 125.249 0.0014 0.181 - Vel = 2.48 BF1 2.500 0.0 6 0.0 5.290 140 72.382 to 0.0 0.0 7.000 'Fixed loss = 7 BF2 2.500 225.46 6.16 0.0 5.290 0.0015 0.008 Vet = 2.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 8 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BF2 to UG1 2.500 -3 0.0 225.46 6 6.09 IT IG 2E 46.249 21.830 4.625 94.040 43.166 115.870 - 150 0.0015 79.390 2.382 0.169 Vel = 2.48 UG1 -3 0.0 8 1 13.591 85.160 150 81.941 to IT 52.855 72.487 0.433 UG2 -4 225.46 7.98 1G 6.041 157.647 00004 0.061 Vel = 1.45 UG2 -4 0.0 8 3F 40.774 240.400 150 82.435 to IT 52.855 105.711 1.732 SOR -8 225.46_.98 2G12.081 346.111 0.0004 0.135 Vel= 1.45 100.00 Qa = 100,00 SOR 325.46 84.302 K Factor= 35.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 EI CE ILPCBI ) O1$u SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE These Model V27 standard spray and conventional spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. The Model V27 conventional sprinkler is designed to produce a hemispherical pattern which deflects approximately half of the spray upwards toward the ceiling and the other half downwards and can be installed in either the upright or pendent position. The design incorporates a state-of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. Coverage For coverage area and sprinkler placement, refer to applicable installation standards. t UL, ULC Listed f UL, ULC Listed; FM Approved 4, U CONVENTIONAL PENDENT (V2725t (G4020048, (V2727 (G4020047, Nr1264/2002) AND V2726t Nr1266I2002) AND V2728t (G4020045, Nr1263/2002)I (G4020044, Nr1265I2002)I UPRIGHT IV270* IG4020046, Nr1268/20021 AND V27041 (G4020043, Nr1267/2002)l TECHNICAL SPECIFICATIONS Exaggerated for clarity JOB/OWNER System No. Location Models: V2703, V2704, V2725, V2726, V2727, V2728 Style: Pendent, Upright or Conventional Nominal K-Factor: 80S.l. (Bar)/5.6 Imp. Nominal Thread Size: 15mm BSP or / NPT Max. Working Pressure: 12.5 Bar/175 psi Factory Hydrostatic Test: 100% © 34,5Bar/500 psi Mm. Operating Pressure: .5Bar/7 psi Temperature Ratings: See chart on page 2 MATERIAL SPECIFICATIONS Upright Deflector: Bronze per UNS C22000 Pendent Deflector: Bronze per UNS C51000 Conventional Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution. Bulb Nominal Diameter: Standard: 5.0mm Quick Response: 3.0mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Seal: Teflon* tape Spring: Beryllium nickel Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 CONTRACTOR Submitted By Date ACCESSORIES Installation Wrench: Open End: V27 Recessed: V38-3 Sprinkler Finishes: Plain brass Chrome plated White paintedt RAL 9001 Off-whitef Custom painted Nickel/Teflon* coatedt For cabinets and other accessories refer to separate sheet. A For K-Factor when pressure is measured in kPa, divide K-Factor in (SI.) Bar units by 10.0. * Teflon is a registered trademark of Dupont Co. **These finishes are UL Listed for corrosion resistance. ENGINEER Spec Sect Para Approved Date www.victaulic.com ICTAUC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE LISA. REVE \4tauIic 401,18111 FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.18 V27, K80 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE APPROVALS/LISTINGS V2703 1 13 80 Standard Upright 2,3, 4,5, - A V2727 13 80 Standard Pendent 2,3,4 ' 5, 6 u V2725 Standard Conventional - - V2704 J 13 80 Quick Upright 1,2,3,4,5.6-6 V2778 13 80 Quick Pendent 73.4,5,6 - D Quick Conventional 2, 5, - * Listings and approval as of printing. A For K-Factor when pressure is measured in kPa (SI.), divide K-Factor bar (SI.) units by 10.0 @ All are approved open, except quick response. APPROVED TEMPERATURE RATINGS - --. -----. 1 - Vds/CES A - 57CI1351`, 68C/155F, 79C/1751`, 93C/200F, 141C/286F, e2-c/360F 2-- UL B - 57C/135F, 68C/155F, 79C/t75F, 93C/200F, 141C/286'F 3 - FM C - 57C/135F, 68C/155F, 79C/175F, 93C/200F 4-ULC 0-No 5-NYC/MEAt 6 - CSFM § #CE: Tested to EN12259-1 Standards I- MEA #62-99-E § CSFM 47690-0531:112 RATINGS All glass bulbs are rated for temperatures from -67°F/--55°C to those shown in table below, * Standard response only. All are approved open, except for areas designated "No." vIcTAuLIC IS REGISTERED TRADEMARK OF vlclAuuc COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. X04. _ta ___ U1 ii la~ 40.182 REV E FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS V27, K8O Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE ORDERING INFORMATION Please specify the following when ordering: 40.18 WARNING A Sprinkler Model Number Style Temperature Rating K-Factor Thread Size Quantity Sprinkler Finish Wrench Model Number WARNING Always read and understand installation, care and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. -, • Always wear safety glasses and toot protection. Depressurize and drain the piping system before attempting to install, remove or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. O • Painting, plating or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and O inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic Europe, Prijkelstraat 36, 9810 Nazareth Belgium, Phone: 32-93-811500. www.victaulic.com A—c—ta—uhic~ vIcTAULIc ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REVE 40.18 3 'U(LERS Sd Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE DIMENSIONS Standard Pendent - V2727, V2728 40.18 Standard Upright - V2703, V2704 37 mm/ AVAILABLE WRENCHES 60 mm! 2% 41 mm! I 1W 41 mm/ 60 mm/ 1% 2W I 25 mm! Conventional Pendent/Upright - V2725, V2726 I a6" 61 mm! 2% 42 mm! 1W 31mm V2727, V2728 Pendent yes yes V2725, V2726 Conventional Upright/Pendent yes yes V2703, V2704 Upright yes yes VICTAULIC IS A REGISTERED TRADEMARK OF vIcTAIJLIc COMPANY. © 2007 VIcTALJLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. ktaul 1~ iC 4014 FIRE PROTECTION PRODUCTS AUTOMATIC SF -ERS V27, K8O Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE 40.18 DISTRIBUTION PATTERNS Refer to notes on page 7 Refer to notes on page 7 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. ,ct -au l.c REV E 40:185 FIRE PRO PRO()J(TS TIC SRi K V27, K8O Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE DISTRIBUTION PATTERNS Models V2725, V2726 K8.0 standard conventional - pendent position distribution patterns - trajectory Refer to notes on page 7 Models V2725, V2726 K8.0 standard conventional - upright position distribution patterns - trajectory ' Refer to notes on page 7 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAIJLIC COMPANY. C 2007 VICTAIILIC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE LISA. X/C-t:8~9-1 i.5 4018 6 REV E FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS V27, K80 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE DISTRIBUTION PATTERNS NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate Fire Code and the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. www.victaulic.com - VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2007 viclAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE LISA. iCtaulic REVE 40.i87 Standard Spray/Pendent, Upright and Recessed Pendent MODELS V2703, V2704, V2725, V2726, V2727 AND V2728 STANDARD AND QUICK RESPONSE II IIIIIIIIIIIIIIIIIUIIIIIIIIIIIIIIJI WCAS-65JLAZ For complete contact information, visit www.victaulic.com 40.18 3476 REV E UPDATED 3/2007 VICTAUUc IS REGISTERED TRADEMARK OF VIcTAULIc COMPANY. © 2007 vicTAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. ____________ 40.18 .WCONC Wi TEW OVER C INSE 200k -AL 1, 07 ED. DUCTIEIN HIGH AREA (see £pO3Y PIPE TO RUN EXPOSED AT RRE DOOR Y= {-3(101-61/2)+55 Y= 39.257 AREA REDUCTION Y= 1500 SQ FT-39.257. AREA REDUCTION Y= 912 SQ. FT. FRA 13. 2002 1 ' 24 E...... OVER LO ZONE OF INFLUENCE SPRINKERS UNDER 'STEEL CANOPY (see bldg, section B) 225 SOFT, MAX EA REDUCTION FOR QUICK RESPONSE RE SPRINKLERS PER NFPA 13, 2007 ED, ICTION 1123.23.1 VET PIPE YSTEM LIGHT HAZARD 10'-6' CEILING HEIGHT (4- NO CEILING POCKETS [I - - Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619-448-1962 Job Name : Pacific Ridge Building : FP02 Level 1 Location 6269 El Fuerte St. Carlsbad CA 92009 System : 6 Contract : F-428 Data File : Calc-6_L1-ap-chem.WXF 1] Computer Programs by Hydratec Inc. Route 1.11 Windham N.H. USA 03087 S A&D Fire Sprinklers Page 1 Pacific Ridge Date 09-02-09 HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: FP02 Level 1 Date: 09-28-09 Design Remote area number: 6 Remote area location: AP/Chemistry Occupancy classification: Ordinary Hazard 2 Density: .20 - Gpm/SqFt Area of application: Entire Area - SqFt Coverage per sprinkler: 126 - SqFt Type of sprinklers calculated: VICTAULIC V27 Pendents No. of sprinklers calculated: 14 In-rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 599.75 -GPM @ 64.43 - Psi Type of system: TREE Volume of dry or preaction system: -Gal . Water supply information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor: A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) Computer Proqrams by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) A&D Fire Sprinklers Page 2 Pacific Ridge Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 112.5 Dl - Elevation : 8.012 C2 - Residual Pressure: 103.5 D2 - System Flow : 349.752 C2 - Residual Flow : 1075 D2 - System Pressure : 74.548 Hose (Adj City) Hose ( Demand) : 250 D3 - System Demand : 599.752 Safety Margin : 34.894 150 140 130 120 j R 110 E 100 - 90 s 80 u 7° I D3 R 60 E5° 40 30 20 Dl 10 ..... 200 400 600 800 1000 1200 1400 1600 1800 FLOW (IN "1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name '/2 ½ 1 1% 1'/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA1345 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A&D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 75 9.0 5.6 12.09 na 19.47 0.2 95 7.0 76 9.0 5.6 11.8 na 19.24 0.2 95 7.0 76A 10.5 13.33 na 77 9.0 5.6 14.43 na 21.27 0.2 80 7.0 77A 10.5 16.01 na 78 9.0 5.6 14.84 na 21.57 0.2 100 7.0 78A 10.5 16.13 na 79 9.0 5.6 21.71 na 26.09 0.2 100 7.0 80 9.0 5.6 19.21 na 24.55 0.2 116 7.0 80A 10.5 20.52 na 79A 10.5 24.21 na 81 8.0 5.6 25.05 na 28.03 0.2 1 7.0 82 8.0 5.6 25.07 na 28.04 0.2 1 7.0 82A 10.5 26.35 na 82B 10.5 27.84 na 82C 10.5 46.91 na 83 10.5 5.6 18.37 na 24.0 0.2 120 7.0 84 8.0 5.6 19.46 na 24.7 0.2 1 7.0 84A 10.5 20.98 na 85 9.0 5.6 21.42 na 25.92 0.2 100 7.0 85A 10.5 23.32 na 86 8.0 5.6 24.19 na 27.54 0.2 1 7.0 86A 10.5 26.29 na 87 9.0 5.6 25.03 na 28.01 0.2 100 7.0 87A 10.5 27.32 na 88 8.0 5.6 31.28 na 31.32 0.2 1 7.0 88A S 10.5 33.46 na M3 10.5 47.35 na M13 10.37 57.31 na TOR 10.37 58.52 na FS1 8.37 59.42 na FS2 8.37 60.45 na BOR 0.5 64.44 na UG -3.0 66.13 na BF1 2.5 64.16 na BF2 2.5 69.18 na UG1 -3.0 71.94 na UG2 -4.0 72.51 na SOR -8.0 74.55 na 250.0 The maximum velocity is 28.63 and it occurs in the pipe between nodes 82B and 82C Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 75 9 5.60 19.47 1 3E 6.914 4.950 120 12.086 to iT 5.762 12.676 -0.650 76A 10.500 19.47 1.08 0.0 17.626 0.1075 1.894 Vel = 6.82 0.0 76A 19.47 13.330 K Factor = 5.33 76 9 5.60 19.24 1 3E 6.914 8.040 120 11.803 to iT 5.762 12.676 -0.650 76A 10.500 19.24 1.08 0.0 20.716 0.1051 2.177 Vel = 6.74 76A 10.500 19.47 1 0.0 7.000 120 13.330 to 0.0 0.0 0.0 77A10.500 38.711.08 0.0 7.000 0.3831 2.682Vel =13.56 0.0 77A 38.71 16.012 K Factor= 9.67 77 9 5.60 21.27 1 3E 6.914 4.950 120 14.431 to iT 5.762 12.676 -0.650 77A 10.500 21.27 1.08 0.0 17.626 0.1266 2.231 Vel = 7.45 77A 10.500 38.71 1.25 0.0 0.500 120 16.012 S to 0.0 0.0 0.0 78A10.500 59.98 1.408 0.0 0.500 0.23600.118 Vel = 12.36 0.0 78A 59.98 16.130 KFactor= 14.93 78 9 5.60 21.57 1 1 2.305 6.870 120 14.840 to iT 5.762 8.067 -0.650 78A 10.500 21.57 1.08 0.0 14.937 0.1299 1.940 Vel = 7.55 78A 10.500 59.98 1.25 0.0 10.500 120 16.130 to 0.0 0.0 0.0 80A 10.500 81.55 1.408 0.0 10.500 0.4180 4.389 Vel = 16.80 0.0 80A 81.55 20.519 K Factor = 18.00 79 9 5.60 26.09 1 3E 6.914 4.410 120 21.708 to iT 5.762 12.676 -0.650 79A 10.500 26.09 1.08 0.0 17.086 0.1847 3.156 Vel = 9.14 0.0 79A . 26.09 24.214 KFactor = 5.30 80 9 5.60 24.55 1 3E 6.914 4.950 120 19.212 to 0.0. 6.914 -0.650 80A 10.500 24.55 1.08 0.0 11.864 0.1650 1.957 Vel = 8.60 80A 10.500 81.55 1.5 iT 8.727 2.660 120 20.519 to 0.0 8.727 0.0 79A10.500 - - 106.1 1.639 0.0 11.387 0.3245 3.695 Vel = 16.13 79A 10.500 26.09 1.5 1E 4.363 3.080 120 24.214 to 0.0 4.363 0.0 82B 10.500 132.19 1.639 0.0 7.443 0.4874 3.628 Vel = 20.10 0.0 82B 132.19 27.842 KFactor= 25.05 W 81 8 5.60 28.03 1 1E 2.305 9.040 120 25.046 to 0.0 2.305 -1.083 82A 10.500 28.03 1.08 0.0 11.345 0.2108 2.392 Vel = 9.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 6 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total PfIFt Pf 0.0 82A 28.03 -. - 26.355 K Factor 5.46 82 8 5.60 28.04 1 1E 2.305 3.160 120 25.069 to IT 5.762 8.067 -1.083 82A 10.500 28.041.08 0.011.2270.21102.369 Vel = 9.82 82A 10.500 28.02 1.25 IT 6.617 0.500 120 26.355 to 0.0 6.617 0.0 82B10.500 56.061.408 0.07.1170.20891.487Vel _11.55 82B 10.500 132.19 1.5 1E 4.363 7.250 120 27.842 to IT 8.727 13.090 0.0 82C 10.500 188.25 1.639 0.0 20.340 0.9374 19.067 Vel =28.63 82C 10.500 0.0 3 0.0 14.500 120 46.909 to 0.0 0.0 0.0 M3 10.500 188.25 3.314 0.014.5000.03030.440Vel =7.00 0.0 M3 - 188.25 47.349 K Factor = 27.36 83 10.500 5.60 24.00 1 3E 6.914 9.580 120 18.367 S to 0.0 6.914 0.0 84A10.500 -24.01.08 0.016.4940.15822.610. Vel =8.41 0.0 84A 24.00 20.977 K Factor = 5.24 84 8 5.60 24.70 1 1E 2.305 7.540 120 19.455 to IT 5.762 8.067 -1.083 84A 10.500 24.7 1.08 0.0 15.607 0.1669 2.605 - Vel = 8.65 84A 10.500 24.00 1 0.0 4.000 120 20.977 to 0.0 0.0 0.0 85A 10.500 48.7 1.08 0.0 4.000 0.5860 2.344 Vel = 17.06 0.0 85A - 48.70 23.321 KFactor= 10.08 85 9 5.60 25.92 1 2E 4.61 3.580 120 21.425 to IT 5.762 10.372 -0.650 85A 10.500 25.92 1.08 0.0 13.952 0.1825 2.546 Vel = 9.08 85A 10.500 48.70 1.25 0.0 8.370 120 23.321 to 0.0 0.0 0.0 86A 10.500 74.62 1.408 0.0 8.370 0.3546 2.968 Vel = 15.38 0.0 86A 74.62 -26.289K Factor= 14.55 86 8 5.60 27.54 1 1E 2.305 7.540 120 24.186 to IT 5.762 8.067 -1.083 86A 10.500 27.54 1.08 0.0 15.607 02041 3186 Vei= 9.65 86A 10.500 74.62 1.25 0.0 1.620 120 26.289 to 0.0 0.0 0.6 -87A. 10.500 102.161.408 0.0 1.620 0.6340 1.027 --Vel -=-, 21.05 0.0 O 87A 102.16 27.316K Factor =19.55 87 9 5.60 28.02 1 2E 4.61 3.580 120 25.027 to IT 5.762 10.372 -0.650 87A 10.500 28.02 1.08 0.0 13.952 0.2107 2.939 Vel = 9.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 7 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 87A 10.500 102.16 1.5 - 2E 8.727 4.250 120 27.316 - - to 0.0 8.727 0.0 88A 10.500 -- 130.18 1.639 0.0 12.977 0.4738 6.148 Vet = 19.80 - 0.0 88A 130.18 33.464 K Factor = 22.50 88 8 5.60 31.32 1 1E 2.305 4.540 120 31.282 to iT 5.762 8.067 -1.083 88A 10.500 31.32 1.08 0.0 12.607 0.2590 3.265 Vel = 10.97 88A 10.500 130.18 1.5 1E 4.363 6.580 120 33.464 to iT 8.727 13.090 0.0 M3 10.500 161.5 1.639 0.0 19.670 0.7059 13.885 Vel= 24.56 M3 10.500 188.25 3 5E 50.956 52.660 120 47.349 to 0.0 50.956 0.056 M13 10.370 349.75 3.314 0.0 103.616 0.0956 9.907 Vet = 13.01 M13 10.370 0.0 4 2E 27.874 17.400 120 57.312 to 0.0 27.874 0.0 TOR 10.370 349.754.31 0.045.2740.0266 1.204Vel=7.69 TOR 10.370 0.0 4 0.0 1.500 120 58.516 to 0.0 0.0 0.866 FS18.370 349.754.31 0.01.5000.02670.040Vet =7.69 FS1 8.370 0.0 4 0.0 1.000 120 59.422 to 0.0 0.0 1.000 * Fixed toss = 1 FS28.370 349.754.31 0.01.000 0.02700.027Vet =7.69 FS2 8.370 0.0 4 1E 13.937 7.870 120 60.449 to 0.0 13.937 3.408 BOR.500 349.75 4.31 0.0 21 .8070.02660.580Vet =7.69 BOR .500 0.0 6 2E 40.168 11.660 140 64.437 to 0.0 40.168 1.516 UG -3 349.75 6.16 0.0 51.828 0.0035 0.182 Vet = 3.77 UG -3 0.0 6 3E 64.749 60.500 150 66.135 to 0.0 64.749 -2.382 BF1 2.500 349.75 6.09 0.0 125.249 0.0033 0.409 Vet = 3.85 BF1 2.500 0.0 6 0.0 5.290 140 to 0.0 0.0 5.000 * Fixed toss 5 - BF2 2.500 349.75 6.16 0.0 5.290 0.0036 0.019 - Vet =3.77 BF2 2.500 0.0 6 1 46.249 21.830 150 69.181 to 1G 4.625 94.040 2.382 UG1 -3 349.756.092E43.166115.8700.0033 0.378Vet =3.85 UG1 -3 0.0 8 iT 52.855 85.160 150 71:941 to iG 6.041 72.487 0.433 UG2-4 349.757.981F13.591157.647 - 0.00090.138 Vet =2.24 UG2 -4 0.0 8 3F 40.774 240.400 150 72.512 to iT 52.855 105.711 1.732 SOR-8 349.75 7.98 2G12.081346.111 0.00090.304Vet =2.24 250.00 Qa = 250.00 SOR 599.75 - 74.548 KFactor= 69.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rlsbad Municipal Water Dist t Potable Water Discharge Event Report Date: . 1ñ ZO Location: Reason for Discharge Event: Type of Event: Dewate ring Water Mains Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Initial Estimated Discharge Flow: Start Time ' ? ( v) End Time Pre-Dechlorination Residual: ostDechlorination Residual: . (less than 0.1 mg/L) pH within limits of 6.0 and 9.0 7,, Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. - Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by: Comments: Flow Test Record Test Hydrant Location _ ;T C4 g c c-iFl Hydrant ID Nc.Q LSize Main 911 0-4N Static.............( Residual ......... I Pressure Drop 10 (PDI 1).....K factor for PDI 1 a '-7 Flow Hydrant(s) Hydrant I iocation6pj .sf -Afl CA Hydrant 2 location Hydrant ') location_________ Hydrant 1 Pitot 'O PSI GPM: (O15 Size of Orifice______ Hydrant 2 Pitot PSI GPM: Size of Orifice___________ Hydrant 3 Pitot PSI GPM: Size of Orifice__________ Total:Lc5i I) I* Calculated test and flow data - Q_x PD2L = Q2 PDI*k Static.................... Desired Residual.......20 Pressure Drop (PD 2)..j' .................................K factor PD 2: (015 x I 2€2.divided by 3_L equals 0 GPM at 20 psi residual Q PD 2.k PD Ik - Q2 Comments: Test conducted for ,I. - C:onductedby: VA-\A Date: OYOQ7 Time......0) :... ...... .. . .,, . Flow Test Record Formulas GPM-Flow 2 V2" 4" PSI GPM PSI GPM PSI GPM PSI GPM 1 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 1050 22 2020 7 440 24 820 7 1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 9 1290 28 2280 10 530 30 920 10 1360 30 2330 11 560 33 950 11 1430 32 2430 12 580 34 980 12 1490 34 2510 13 610 36 1010 13 1550 36 2580 14 630 '38 1040 14 1610 38 2650 15 650 40 1060 15 1660 40 2720 K 11 actor Formula PD K PD K PD K PD K PD K . 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= 5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 5= 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11.01 6= 2.63 26= 5.81 46= 7.91 66= 9.61 86= 11.08 7= 2.86 27= 5.93 47= 8.00 67= 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 9.76 88= 11.22 9= 3.28 29= 6.16 49= 8.18 69= 9.84 89= 11.29 - 10= 3.47 30= 6.28 50= 8.27 70= 9.92 90= 11.36 11= 3.65 31= 6.39 51= 8.36 71= 9.99 91= 11.43 12= 3.83 32= 6.50 52= 8.44 72= 10.07 92= 11.49 13= 4.00 33= 6.61 53= 8.53 73= 10.14 93= 11.56 14= 4.16 34= 6.71 54= 8.64 74= 10.22 94= 11.63 15= 4.32 35= 6.82 55= 8.71 75= 10.29 95= 11.69 16= 4.48 36= 6.93 56= 8.79 76= 10.37 96= 11.76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83 18= 4.76 38= 7.13 58= 8.96 78= 10.51 98= 11.89 19= 4.90 39= 7.23 59= 9.04 79= 10.59 99= 11.96 20= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 *PD"'- Pressure drop K = K factor S /8tocoot FIRE SPRINKLERS INC PACIFIC RIDGE SCHOOL Thc' Plans ho o been br 1,parcl0 ctIi1Ptiah1l 269 El F lie r te Street - o ii u ppori ot an appl%c0 ot S building or nh the prns0 e undcrsia(tiltg thai ibis revie" their ny re, o" es the owner or or Iesi0ii engineer or architect tor sole i espoflsihilitv d codes and %tillfoar.LK Carl s ba ci, C A 92009 tiCiCCu- errors. orni ons or negilgeflee in these plans whether or 11.4 flOtCd in this review \ " / evtCw er. XT Install Fire Sprinklers MMND APPROVAL. AS Q RECO NOTED PRODUCT SUBMITTALS MAUI ACTURE' S DATA SHEETS ng * Materials of equal design', D utility, and performance may b construction schedule and shall b: so as to avoid delays in the 4-. • TABLE OF CONTENTS FIRE SPRINKLERS PIPING FITTINGS HANGERS VALVES GAUGE DEVICES FIRESTOPPING BACKFLOW (FOR INFORMATION ONLY) 1) FIRE SPRINKLERS ® <@> JLPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS 02 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/SIN. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to 3/4719 mm of adjustments. f UPRIGHT PENDENT RECESSED (V2703 AND (V2707 AND PENDENT V2704) V2708) (V2707 AND V2708) SPRINKLER OPERATION The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient tem- perature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE For coverage area and sprinkler placement, refer to NFPA 13 standards. TECHNICAL SPECIFICATIONS Cp Exaggerated for clarity Models/SIN.: V2703, V2704, V2707, V2708 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2"/13mm K-Factor: 5.61mp./8.1S.l.A Nominal Thread Size: ½" NPT/15mm Max. Working Pressure: 175 psi/1200kPa FM Global 250psi/1725kPa UL Factory Hydrostatic Test: 100% @ 500p5i/3450kPa Mm. Operating Pressure: 7p5i/48kPa Temperature Rating: See charts on page 2 & 3. MATERIAL SPECIFICATIONS Upright Deflector: Bronze per UNS C22000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution. Bulb Nominal Diameter: Standard: 5.0 mm Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Beryllium nickel Seal: Teflon* tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 ACCESSORIES Installation Wrench: Open End: V27 Recessed: V27-2 Finishes: Plain brass Chrome plated White painted** Black palnted** Custom painted** Proprietary nickel Teflon* coating** For cabinets and other accessories refer to separate sheet. NOTE: Weather resistant recessed escutcheons available upon request. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. * Teflon is a registered trademark of Dupont Co. **UL Listed for corrosion resistance in all configurations. JOB/OWNER CONTRACTOR Sysfern No. __________________________ Submitted By dtion Date__________________________________ wwv,victaulic .com vR:ui ft iS A ii CiA i iii.!) I iiADi MARK UI VICIAU Lir COMPANY. U ?O08 vic i-Aol iC COMPANY. ALL vim i is vrsirivro. RE G ENGINEER Spec Sect Approved Date Para___________ XAi 4010 1 FIRE PRE P ODUC2S UTQMAT(C SPRINKLERS 40.10 V27, K%06 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/SIN. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE Orifice Size (inches) Orifice Size (mm) ½ 13 ½ 13 ½ 13 /2 13 ½ 13 /r 53 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.l. 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard E Standard Quick Quick Quick Deflector Type Upright Pendent lecesed UPendentpright Pendent Recessed Pendent Adjustment up to 4' up to 4' 135Ff57C 135F/57C 155Ff68C 155F/68C 135F/57'C 135F/57C 135Ff57C 135F/57'C UL 175Ff79C 175F/79C 155F/68C 155FI68C 155F/68C 1S5F/68C 200F/93C 200F/93C 175F/79C 175Ff79C 175Ff79C 175Ff79 286F/141C 286F/l4tC 200F/93C 200Ff93C 200F/93C 200F/93C 360F/182C 360 c Ff182 286'F/141'C 286 Ff141 C 286'F/141'C 135F/57C 135F/57C = 155Ff68C 155F/68.0 135 F/57 C 135 Ff57 C 135'F/57'C ULC 175Ff79C 175F/79C 155Ff68C 155Ff68C 155Ff68C 2007/93T 200T/9 175'F/79'C 1750F/790C 175OF/790C 286OF/14laC 286'F/1410 200F/ 3602*c 36F/1C 286C 286'U141C 286'F/14]'C 135Ff57C 135F/57C 1557/68C 155Ff68C . 135F/57C t35p/57C t3SF/57C . 135Ff57C FM # 175F/79C 175F/79C 155F/68C 155'F/68'C 155 Ff68 C 1557/68C 200F/93C 200F/93C 175F/79C 5Ff79C 1750F/790C 1757f79C 286 F/141C 286 F/141C 200 Ff93 C 200'F/93*C 200'F/93'C 200 Ff93 C 360'F/182'C 360*F/182'c 286 FfMtC 286 41C 1557/68T 155T/68T 135Ff57*C 135F/57C 135F/57C 135F/57C NYC/MEA 6 62-99. 175Ff79C 175F/79C 155 Ff68C 1551Ff68C 155F/68C 155F/68C 200F/93C 2O0Ff93C 175'F/79'C 175'F/79'C 175'F/79'C 175F/79C W 286F/141C 286Ff141C 200'F/93'C 200Ff930C 200Ff93C 200F/93C 360 2' 360Ff182C 286 F/t41C 286F/141C 286F/141C ) 135F/57*C 135F/57C 155Ff68C 155F/68C 135Ff57C 135F/57C 135F/57C 135'F/57'C CSFM # 7690-0531:112 155 Ff68C 15 F/C 155 Ff68 C 1550F/68'C 2000F/93T 200'F/93*C 175'F/79'C 175 Ff79 F/79'C 286Fft4rC 28&F/141C 200 Ff93 C 200 Ff93 C 200 Ff93 C 200F/93C 360 F/182 C 360 Ff182 C 286 F/141 C 286'F/141'C 286 Ff141 C 135'F/57'C : LPCB t7SF/79C 135Ff57C 155Ff68C 135'F/57'C 200F/93C 175Ff79C 175F/79C 175F/79C None None 28MF/141C 200F/93C 200F/93C 200F/93C ....0Ffi82C .286F/1 41C 135Ff57C 135Ff57C .. 155T/68T 155Ff68C 135Ff57*C 35f57:C 135F/57C 135F/57C VNIIPO E 175F/79C 175Ff79C 155Ff68C 1557/68T 1550F/680C 155Ff68C 200Ff93C 200F/93C 17SFf79C 1757/79T 175 Ff79 C 175Ff79C 286Ff141C 286Ff141C 200Ff93C 200 Ff93 C 200F/93C 200Ff93C 360'F/182'C 360'F/182'C 286 Ff141 C 286'F/141'C S Listings and Approvals as of printing. All are approved open, except for areas designated'No". For K Factor when pressure is measured in Bar, multiply S.I. units by 10,0 a FM Approved with 1/2 adjustment escutcheon only - quick response www.vjctauljc.com / VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2008 VICTAULIC COMPANY. ALL RIG HIS RESERVED. 4O.1Q2 '• FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.10 E 1127, FA5.6 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/SIN. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE RATINGS All elass hnIh, Arp. rated for temrreratiirec from -FC7°FI-AA°C to Shone ehorun in table helew Ordinary A 1535 100 Orange 38 Ordinary c 155 13tl30 Red 68 . Intermediate E 175 150 Yellow 65 Intermediate F 200 150 Green 93 65 High 286 225- Blue 141 107 Extra High ..K .360 300 Purple 182 149 -* M . Open - No Bulb ORDERING INFORMATION h Standard response only. All are approved open, except for areas designated "No. - 150/65 if wax coated. Please specify the following when ordering: www.victaulic.com VII: I nra IC IS A IliOlsiFlul) mACIMAge or vlc I An IC COMPANY. © 2008 VICTAUIIC COMPANY. Alt 9101 I iS rirsErivED. REV C xk—auhcl 40.10 3 Standard Pendent - V2707, V2708 6n 1 14,17 25mm Standard Upright - V2703, V2704 t— 32A/ 317MM 6IYJbñ/ 41 t~lihn RNcLER% 40.10 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/SIN. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE WARNING A - - àWARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that sup- plied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association document NFPA 25 that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. S ½ Adjustment Recessed - V2707, V2708 (drawing not to scale) 2/51 mm Min Hole 7Hm/m 30 Typical Ceiling 3 Finished Surface MAXIMUM RECESS 30 m 7S mnn MAXIMUM EXTENSION www.victaulic.com VICTAULIC ISA REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 28 VICTAULIC COMPANY. ALL RIGHTS RESERVED. ... 40t04 REV ( FIRE PROTECTION PRODUCTS ..• AUTOMATIC SPRINKLERS 40.10 "' . Standard Spray; Upright, Pendent and Recessed Pendent MODELS/SIN. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE DIMENSIONS 3/4 Adjustment Recessed - V2707, V2708 (drawing not to scale) 2W/HO mm Mao. Hole M! Hole 240 MAXIMUM RECESS 2'Rr/ 75 MM MAXIMUM EXTENSION PA AVAILABLE WRENCHES Sprinkler Type V27-2 Recessed V27 Open End V2707,V2708Pendent yes yes V2707, V2708 Recessed Pendent yes - V2703, V2704 Upright yes yes DISTRIBUTION PATTERNS Models/SIN. V2707, V2708 K5.6 standard pendent and recessed pendent distribution patterns - trajectory 10• S,_•__ 30m - ;---.. 4.. ••%. _'44•4_. • 04% S 4 2.4ro "s4 444 F 6' 1 Sm S444_ *• \ 0 % 44 \\ 44 4' 12m 4 \ t4 44 2' 06m I 1 4 44 1 f - O . 444 2' 4' 6 8' 10' 12' 14' OEm 12m 18m 24m 30m 33m 43m 7p5i 15 psi 30po 48kPa 103kPa 207kPa See notes on next page. www.victaulic.com I t VICIAULIC IS 10[ CISVEIIED TRADEMARK OF VICTAULIC COMPANY. 02008 VICTAULIC COMPANY. ALL FlIGHTS RESERVED. REV G 40,10 5 10 3Cm j - ---- 2. 4' 6 a' is' 12' 1.2m 1.8m 2.4m 3Cm 3.7m 15 psi 30 psi 103 kPa 207 kPa %44,4 16 4.3m 4gm FIRE PROTECTION t ' ITOMATIC SPRINKLERS 40.10 V27, K56 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE DISTRIBUTION PATTERNS Models/SIN. V2703, V2704 K5.6 standard upright distribution patterns - trajectory NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. www.victaulic.com \ vICIAULIC IS A IlECISIEHED rHADEMARK OF VICTAUU 4 taulic C COMPANY. © 2003 vICTAuLIC COMPANY. ALL RIGHTS RESERVED, ------ 40.106 REV C IC SPRiNkLERS 40.10 Standard Spray; Upright, Pendent and Recessed Pendent MODELS/SIN. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. I www.victaufic.com VICTAU IC IS A ALGiSTEIlCi) I RADEMARK OF VICTAULIC COMPANY. 0 2008 ViCTAULic COMPANY, ALL RIGHTS RESERVED. S Standard Spray; Upright, Pendent and Recessed Pendent MODELS/S.I.N. V2703 AND V2707 STANDARD RESPONSE MODELS/SIN. V2704 AND V2708 QUICK RESPONSE III I III ID IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III WCAS-7L5H QV For complete contact information, visit www.victaulic.com \J/f 40.10 :2544 REV G UPDATED 11/2008 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40W ILPCBI(E SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE This concealed, designer style sprinkler allows up to'½713mm adjustment to accommodate concealment needs. The "standard" design provides a consistent hemispherical spray pattern. The separate two-piece mounting cup/cover plat allows easy installation and testing prior to ceiling installation. It also permits removal of suspended ceiling panels without system shut- down. The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. V3801 AND V3802 SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the water- way is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE: For coverage area and sprinkler placement, refer to NFPA 13 standards. Exaggerated for clarity JOB/OWNER System No, Location Models: V3801, V3802 Style: Adjustable concealed, ordinary hazard, light hazard Nominal Orifice Size: ½/13 mm K-Factor: 5.61mp./8.1S,l.A Nominal Thread Size: 1/2"/15mm Max. Working Pressure: 175 psi/1200 kPa Factory Hydrostatic Test: 100% @ 500 psi, 3450 kPa Mm. Operating Pressure: 7 psi/48 kPa Temperature Rating: See chart on page 2. MATERIAL SPECIFICATIONS Deflector: Bronze per UNS C22000 Cover Plate: Fusible solder Bulb: Glass with glycerin solution. Bulb Nominal Diameter: Standard: 5,0 mm Quick Response: 3,0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Stainless steel per UNS S30100 Seal: Teflon* tape Frame: Die cast brass 65-30 Pins: Stainless steel per UNS S30400 Cup: Cold rolled steel, zinc chrome plated Cover/Escutcheon: Brass per UNS C26000 Lodgement Spring: Stainless steel per UNS S30200 Protective Cap: Polyethylene CONTRACTOR Submitted By Date ACCESSORIES Installation Wrench: Concealed: V38-4 or V38-5 Sprinkler Finishes: Plain brass (only) Cover Finishes: Chrome plated White painted Flat black Custom painted A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. * Teflon is a registered trademark of Dupont Co. ENGINEER Spec Sect Para Approved Date www.victaulic.com vICTAuLIC IS A REGISTERED TRADEMARK OF VICTAuLIC COMPANY. Q 2009 vIcTAuuC COMPANY. ALL RIGHTS RESERVED. REV K 'Lic 40,50 1 FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 1138, K56 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE 40.50 Orifice Size (inches) ½ Orifice Size (mru) Nominal K Factor Imperial 5.6 5.6 Nominal K' Factor S.I. 8.1 8.1 Standard Quick# Response p . 5mm bulb 3mm bulb Concealed Concealed Deflector Type Pendent . Pendent Adiustment 135°F/57°C 1350F/57°C 155°F/680C 155°F/680C UL 175"F/79°C 175°F/790C 2000F/930C 200°F/930C 1350F/570C 135°F/57°C 155°F/68°C 1550F/680C ULC 1750l/79°C 175°F/790C 200017/930C 200°F/93°C 155°F/68°C# FM# 175°F/79°C# 20 00F/930C 44 1350F/570C 1350F/570C rccotlrcoor NYC/MEA 41 62-99-E 1750F/790C . 1750F/79°C 2000F/930C 2000F/930C 135°F/570C 135°F/57°C 1550F/680C 155°F/68°C CSEM It 7690-0531:112 1750F/790C 175°F/79°C 2000F/930C 200°F/93°C 155"F/68"C Sprinkler/138"F/59"C Cover I 155"F/68"C Sprinkler/138"F/59"C Cover LPCB 175"1/79"C Sprinkler/165"F/74"C Cover 1757/79"C 5prinkler/165"F/74"C Cover 200'F/93'C Sprinkler/165'F/740C Cover 200'F/93'C Sprinkler/165'F/74'C Cover 135°F/57°C i. 135°F/57°C 15501/68cC 155°F/68°C VNIIPO 175°F/79°C 175°F/79°C 2000F/930C 2000F/930C 286°F/1410C 286°1/141°C Recognized by FM as standard response only 6 Listings and Approvals as of printing. All are approved open, except for areas designated "No. For K Factor when pressure is measured in Bar, multiply S.I. units by 10,0 www.victaulic.com vic lAlILIC IS l'lEClSi lIVED tRADEMARK OF VICTAUL?C COMPANY. © 2009 viclAuLic coM PAN Y. ALL RICHES RESERVED. 4050 2 REV K FIRE PROTECTION PRODUCTS. AUTOMATIC SPRINKLERS 40.50 61 S Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from -67°F/-55°C to those shown in table below. --: i Ordinary .A 135 100 57 38 Orange A iiø luu 57 38 Ordinary . C 155 100 68 38 Red DF 165 150 74 65 Intermediate E . 175 16 5 50 Yellow Intermediate . F 200 150 93 65 Green ORDERING INFORMATION A For use with Standard or Quick Response Concealed Sprinkler 135FI57C or 155F/68C. * D For use with Standard or Quick Response Concealed Sprinkler I75F/79C or 200F/93C Custom Finish - Customer to provide paint specification, allow 4-6 weeks for samples. 0 138F/59C per LPBC Please specify the following when ordering: L4 WARNING A A WARNING Proper temperature rated cover must be used with the correct sprinkler rating per the Temperature Chart Ratings. The plastic shipping cap must be removed for the sprinkler to operate properly. If shipping cap is replaced over an installed sprinkler for purposes of painting or plaster- ing, then the fire protection system shall be considered out of service, the Authority Having Jurisdiction notified, and a firewatch is suggested. Failure to do so may result in failure of sprinkler to operate causing serious personal injury or property damage. S www.victaulic.com vlclAuuc IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV K JIE( F. ODUCTS.. A C SPRINKLERS .) ) Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE ......................... A ... 40.50 WARNING -- WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that sup- plied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have addi- WE tional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. ... ....... _ .............. -..- ......... .. .............. ......................... ........... . . - .............. . . . ............... ............ www.victaulic.com VIC IAULIC IS YLCISI Eli LO I RADYMARK UI VIC IALJUC COMPANY 02009 VIC TAULIC COMPANY. ALL RIGHTS RESERVED. 40b04 2A/68 mm Max. Hole T 2W/SO mm r•- Mix. Hole ll 2hs'/ MINIMUM EXTENSION Finished Surface 3t1/780 mm TC s AUTOMATIC SPRINKLERS Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE DIMENSIONS IModels V3801, V3802 (drawings not to scale) 40.50 mm mm ½713 mm Adjustment 3W/83mm _____ Cover Plate MAXIMUM EXTENSION 2/51 mm Typical Ceiling Tile s'— Finished Surface AVAILABLE WRENCHES Concealed Pendent -V3801,V3802 V38-4 or V38-5 40 www.victaulic.com I - ' Fuctaulic VicrAULIC IS A REGIS IEAED TRADEMARK OF VICTAULIc COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS REScrrvEo. -_- -_ REV K 4050 5 "V. FEE PROTECTiON PRODUCTS AUTOMATIC SPRINKLERS . Adjustable Concealec Standard Spray Pendent Standard and Quick Response V3801 STANDARD. RESPONSE V3802 QUICK RESPONSE DISTRIBUTION PATTERNS Models V3801, V3802 K5.6 standard concealed pendent distribution patterns - trajectory b ° 3m 8. 2' ' 0.6w 1.2w iBm 2.4m 3.0w 3.7m 4.3w NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. www.victaulic.com \J'tauuic VIC'IAU s. i IS A iiFGiSIEAi 0 TRADEMARK DI VICIAULIC COMPANY. 02009 VICTAULIC COMPANY, ALL RIGHTS RESERVED. FIRE PROTECTION PRODUCTS ... AUTOMATIC SPRINKLERS 40.50 . Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. ............................... NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. ........... ............. ..... www.victaulic.com . 1 ictauluc ViUiAui]CIS A il [CIS 1LREi) IRADEMASKOI- vicinuuc COMPANY. 02009viCTAIJLic COMPANY. ALL RIG HIS REsEIYv[o . Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE 11111 I I III liii 111111111 III III 111111 liii III WCAS-7MYMKY For complete contact information, visit www.victaulic.com 40.50 2558 REV K UPDATED 1/2009 VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 vICTAUUC COMPANY. ALL RIGHTS RESERVED. XA -ti~~u -h C~ 4050 . Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS/SiN. V2709 AND V2710 These Model V27, standard spray horizontal sidewall sprinklers are designed for up to ordinary Hazard per NFPA 13, and can be used for standard or recessed installations. The design provides a crescent-shaped water discharge pattern for installation along a wall or under a beam or ceiling. The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to /4/19 mm of adjustments. STANDARD HORIZONTAL SIDEWALL (V2709, V2710) RECESSED HORIZONTAL SIDEWALL (V2709, V2710) SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE: For coverage area and sprinkler placement, refer to NFPA 13 standards JOB/OWNER CONTRACTOR ENGINEER System No._ Submitted By - Spec Sect - Para Location Date Approved - Date www.viCtaulic.Com ViCTAuLiC is A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2009 ViCTAULIC COMPANY. ALL RIGHTS RESERVED, 'JtauIic REVG 40,11 1 FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS V27, K56 40.11 S Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS V2709 AND V2710 TECHNICAL SPECIFICATIONS: óy Exaggerated for clarity Models/S.l.N.: V2709, V2710 Style: Horizontal Sidewall or Recessed Horizontal Sidewall Nominal Orifice Size: ½/13mm K-Factor: 5.6 Imp./8.1 S.l.A Nominal Thread Size: W715 mm Max. Working Pressure: 175 psi/1200kPa FM Global 250 psi/1725 kPa UL Factory Hydrostatic Test: 100% © 500 psi/ 3450 kPa Mm. Operating Pressure: 7p5i/48kPa Temperature Rating: See chart on page 2. MATERIAL SPECIFICATIONS Horizontal Deflector: Commercial bronze per UNS C22000 Bulb: Glass with glycerin solution. Bulb Nominal Diameter: Standard: 5.0mm Quick Response: 3.0mm Load Screw: Low Silicon bronze per UNS C65100 Pip Cap: Low Silicon bronze per UNS C65100 Seal: Teflon* tape Spring: Beryllium nickel Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 ACCESSORIES Installation Wrench: Open End: V27 Recessed: V27-2 Sprinkler Finishes: Plain brass Chrome plated White painted** Flat black painted" Custom painted" Proprietary Nickel/Teflon* Coating** For cabinets and other accessories refer to separate sheet. NOTE: Weather resistant recessed escutcheon available upon request. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. * Teflon is a registered trademark of Dupont Co. **Also, UL Listed for corrosion resistance in all configurations. S vicrAuLIc IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. © 2009 vlcrAuuc COMPANY. ALL RIGHTS RESERVED. 4011 2 REV G F Et ON PRODUCTS AUTOMATIC SPRINKLERS riiiui \I27 '(- Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS V2709 AND V2710 iIL Orifice Size (inches) /2 Ii . Orifice Size (mm) 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.I.° 8.1 8.1 8.1 8.1 8.1 Response . Standard . Standard Standard Quick Quick Recessed Recessed Recessed Deflector T Type Horizontal Horizontal Horizontal Horizontal Sidewall 9 5 izonl 5 I ewa Sidewall Sidewall (up to ½ Sidewall (up to 3C = . adjustment) adjustment) 135°F/57°C 155°F/680C 135°F/57°C 135 1/570 C 135°F157°C 1350 F1570C UL 17501/790C 155°F/68°C 155 Ff68 C 175 1/79 C 1550F/680c 155°F/68°c 20001/930c 175°F/79°c 175°F/79°c 175°F/79°C 286°F/141°C 200°F/93°C 200 Ff93 C 200°F/93°C 200°F/93°C 360°F/182°C 286 F/141 135°F/57°C 135 °F/s7°c 1 0F/570C . 155°F/68°C 135°F/57°C 155 Ff68 C 1350F1570C ULC 1750F179°C 155°1/68°C 175 19C 155°F/68°C . 155°F/68°C 200°F/93°C 175°F/79°C 1750F/790C 175°F/79°C 286 Ff141 C 200 Ff93 C 80 Ff141 C 200 Ff93 C 200 Ff93 C 135°Ff57°C 1350Ff570C 155°F/68°C 135°1/57°C 155 ° /68°C 1350F157°C FM# 175°F/79°C 155°F/68°C 175 F 9 155°Ff68°C None 200°F193°C 17501/790C 20001/930C 1750Ff790C 200°F/93°C 135°1157°C 155°1/68°C 135°1157°C 0 135 1/5 0 C 135°F/57°C 1350F/57°C 6 NYC/MEA 6299 E 175°Ff79°C 200°1193°C 155°F/68°C 155F/68 175 Fl 9C 155°Ff680C 1550F1680C 1750F/79°C 175°F/79°C 1750Ff790C 286°Ff141°C . 200°F193°C 200°F/93°C 200°Ff930C 360°F/182°C otioc 135°F/57°C 155°F/68°C 135°F/57°C 135°F/57°C 135°F/57°C 135°F157°C CSFM U 7690-0531112 175°1f79°C 555°F/68°C . 155 Ff68 C 175 F/9C 1550F/68°C 1550Ff680C 200°1f93°C . 175°F/790C 175°F/79°C 175°Ff79°C 286°Ff141°C 200°Ff93°C 200°F/93°C 200°F/93°C 360-F/ 182-C 286°F/ 141°C 135°F157°C 1550Ff680C 135 7 LPCB:104b/01 # 104b/02 None None . None 286°Ff141°C 360°F/182°C 86°F/141°C 2 135°F157°C 15501168°C . 135°F/57°C 1 °Ff 7° 135°F/57°C VNIIPO 175°Ff79°C 155°F168°C 155°F/68°C 155°F/68°C 200°1f93°C 175°F/79°C 175°F/79°C 175°Ff79°C None 286°F/1410C 200°F/93°C 2 °F/93°C 200°F/93°C 360°F1182°C 2 8 6°F/141°C I Listings and Approvals as of printing. All standard responses are approved open. For K Factor when pressure is measured in Bar, multiply S.I. units by 10,0 II Light Hazard ONLY www.victauljc.com VIcLAULIc IS REGISTERED TRADEMARK OF VlCTAuLIc COMPANY. © 2009 VICTAULIc COMPANY. ALL RIGHTS RESERVED. REV C XA-9~t-auhl~i 4011 3 n JIEC QD1JC1S AUTOMATiC SPRINKLERS 40.11 V27xV Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response Models V2709 and V2710 RATINGS All glass bulbs are rated for temperatures from -67°F/-55°C to those shown in table below. 100 Orange 38 100 Red 38 150 Yellow 65 150 Green 65 225 Blue 107 300 Purple 149 No Bulb Ordinary A . 15375 Ordinary c 16585 Intermediate E 175 79 Intermediate F 200 93 High 286 141 Extra High 4 K 360 182 -k M Open 4 Standard response only. All standard responses are approved open. ORDERING INFORMATION Please specify the following when ordering: [IJ VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40-11 4 DRINKLERS 40. 11 . Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS V2709 AND V2710 WARNING A àWARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. O The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must LP¼...j be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. . wWw.tlictaulic.com ViCTAULiO.5 A REGISTERED TRADEMARK OF VICTALJLIC COMPANY 0 2009 vicTAuuc COMPANY. ALL RIGHTS RESERVED. ic tau l.c FiRE F 'PRODUCTS AUTOMATIC SPRINKLERS 40.11 V27, K%6 . Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS V2709 AND V2710 DIMENSIONS Standard HSW - V2709, V2710 - 3,789 MM 2W/57 mm 8mmf JilMin 3 mm ½" Adjustment Recessed - V2709, V2710 (drawing not to scale) 1/l6/ 17nm 23/16/ l)116 Viol 56r,,n, 43 mm 30rrn,, olling Finished Coiling 4-127102-305— YMin.:J2:; 4 200 -1 L-iypicaiwaii 75 mm n.Hole Max. I Hole Fin L- rypiiwii W MAXIMUM EXTENSION MAXIMUM RECESS 3/4' Adjustment Recessed - V2709, V2710 (drawing not to scale) — 11116'l 24rnrnl 56 mm 37rom 7— 4 12/0 30Sr,r 1_1_1Q 4 12/I00....if Per NFPA Mirr. Hole Max. Hole 2 15/16'/ 75 mm Min. Hole Max, Hole Finished Surface Fira,h,cl tSu,fac, t -.1 L_ lypalw&l __J L- TypiaI WII MAXIMUM EXTENSION MAXIMUM RECESS / !CTAULIc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 VICTAULIC COMPANY ALL RIGHTS RESERVED. FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.11 .'.nT 5o . Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS V2709 AND V2710 AVAILABLE WRENCHES 4 Sprinkler Type rm-. No escutcheon yes yes With escutcheon i yes - DISTRIBUTION PATTERNS Models V2709, V2710 K5.6 Standard Horizontal Sidewall and Recessed Horizontal Sidewall Distribution Patterns - Trajectory b°m 3 I 2.1 1.2 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' 22' 24' 26' 0,6 m 1,2 m 1,8m 2.4 m 30m 3.7 m 4.3 m 4.9 m 5.5 rn 6.1 m 6.7 re 7.3 m 7.9 m 7p6 _.._.. 15p6 31 p 48 kPa 03kP 207kP Models V2709, V2710 K5.6 Standard and Recessed Horizontal Sidewall Distribution Patterns - Plan View a www.eictaulic.com VICTALJLIC IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2009 VICTALJLIC COMPANY ALL RIGHTS RESERVED. REV \J4taLJ lic' 40,11 7 V27, Standard Spray Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response MODELS V2709 AND V2710 WARRANTY Refer to the Warra'nty section of the current Price List or contact Victaulic for details. NOTE Data shown is approximate and can vary due to differences in installation. These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow'ihese guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. S 1 I For cornplte contact information, visit wwv.victaulic.com 40.11 2545 IEV C UPDATED 1/2009 VICTAULIC IS REGISTERED TRADEMARK OF vlcTAuuc COMPANY. © 2009 VICTAULIc COMPANY. ALL RIGHTS RESERVED. 4011 . XA"Uliic~ SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STANDARD HORIZONTAL RECESSED HORIZONTAL SIDEWALL SIDEWALL (V3415 AND V3416) (V3415 AND V3416) Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standa.d and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE These Mpdel V34 ECLH horizontal sifewall sprinklers are designed with a large orifice to minimize operating pressures while providing extended coverage light hazard protection. The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet niny design requirements. SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE: Extended spray coverage is up to 384 square feet/35.7 sq. m per NFPA 13. TECHNICAL SPECIFICATIONS: (Exaggerated for clarity) JOB/OWNER System No Location Models: V3415, V3416 Style: ECLH - Horizontal Sidewall or Recessed Horizontal Sidewall Nominal Orifice Size: 112114mm K-Factor: 8.0 Imp./11.5 S.I.A Nominal Thread Size: 3/4" NPT/20mm Max. Working Pressure: 175 psi/l200kPa Factory Hydrostatic Test: 100% @ 500 psi/ 3450 kPa Mm. Operating Pressure: 7psi/48kPa Temperature Rating: See chart on page 2. MATERIAL SPECIFICATIONS Deflector: UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Standard: 5.0 mm Quick Response: 3.0mm Load Screw: UNS C65100 Pip Cap: UNS C65100 Spring Beryllium nickel Seal: Teflon* tape Frame: Die cast brass 65-30 Lodgement Spring: UNS S30200 CONTRACTOR Submitted By Date ACCESSORIES Installation Wrench: Open End: V34 Recessed: V34 Sprinkler Finishes: Plain brass Chrome plated White painted** Custom painted** Proprietary Nickel Teflon* Coated** For escutcheons, boxes and other accessories refer to separate sheet. NOTE: Weather resistant recessed escutcheon available upon request. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. * Teflon is a registered trademark of Dupont Co. ** UL Listed for corrosion resistance in all configurations. ENGINEER Spec Sect __________ Para Approved __________________ Date WWw.victaulic,com vicTAuLic is A REGISTERED TRADEMARK OF vicTAuLic COMPANY, © 2007 VICTAULiC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA REE 4t1 33 1 FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 4033 . Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE APPROVALS/LISTINGS -. --- t• ,- I i V3415 8.0 17/32 !14 Standard 11., ECLH HSW = = V34t51 14 t80 1.5 Standard Recessed [CLH HSW. Up to 1/2"Adjustrnent. 1 -c i - c i - c 1-A I -A V3415 152 8.0 dard Recessed ECLH HSW. j C 1 - C 1 - C 1 -A I -A 14 11 - V5416 152 8.0 Quick ECLH Hsw I : C iiC 1-AR 1-A - 15 80 Vr4t6 Quick Recessed ECLH HSW 1 - C 1 - C 1 - C 1 - AR 1 - A 14 115 Up to WAdjustrneni 2- A E 2-A E 2-A El 2- A E 2-A E V3416 ,32 8 Quirk Recessed ECLH HSW tC 1-C 1-C i - AR i-A 14 11.5 4 Listings and approval as of printing AFor K-Factor when pressure is measured in Bar, multiply S.I.units by 100 Approved by FM as standard response. APPROVED TEMPERATURE RATINGS 1 -ULJULC A- 135F/57'C,4- 127102-305mm 2-FM B - i 35'F/57C to 175'F/29'C, 4- 67102 - i 52mm 3-Nyc/MEAt = C - i 3s'F/57C to 200F/93'C, 4- 127102 - 305mm 4 - CSFM § D - t35F/57'C to t55F/68'C, 4-12/102 - 305mm E - 155T/68C, 4-12/102 - 305mw t WA Pending § CSFM Pending vicrAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 vicTAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA XX ~~_t-a9 hc~ 40332 REV F FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.33 "3 KaO Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE RATINGS All glass bulbs are rated for temperatures from -67°F/-55°C to those shown in table below Temperature Victaulic * Sprinkler ~Fmperature_____Part______ Temperature __ Maximum Ambient _________ Ordinary A 135 I Orange 57 38 Ordinary C 155 100 Red . 68 38 Intermediate E 175 150 Yellow 79 65 Intermediate F 200 150 Green 93 65 ORDERING INFORMATION Please specify the following when ordering: www.victauljc.com VJCTAULIC IS A REGISTERED TRADEMARK OF vicrAuLic COMPANY. © 2007 VJCTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA REV 40333 S 40.33 WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS V3 Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE - ............ .. .... .............. --- ........ ............ .... WAR A NING ........ VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA X/9 taul iic 4033.4 REV F FIRE PROTECTION PRODUCTS - 1JTOMAT1C SPRINKLERS 40.33 V34, K8AJ Extended Coverage/Light Hazard (ECL) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3'16 QUICK RESPONSE DIMENSIONS Standard HSW - V3415, V3416 3tU778 mm 2U'/59 mm 1AE/ 1AR/ 10 mm Tff 14mm 40 mm 33 Prim ½ Adjustment Recessed - V3415, V3416 (drawing not to scale) Finished Ceilhig Feii,hed Ceiling 2751 nm 2%'/60 2751 -nn, 241,760 mrn Min Hole M- Hole 2'wl Min. Hole Max. Hole 75 Finished Sod—Finished 5IIIMAe 4-Typical wall -1 4- TypIUUIWUIt MAXIMUM EXTENSION MAXIMUM RECESS - 1/4"Adjustment Recessed - V3415, V3416 (drawing not to scale) 24r,,r,, L 12710 305 Ceiling a 2/02305n Per NFPA In Min le Max, Hole 21WI 275 1 m 2%/60 mm 75 mm F7F Min. I Hole Max. Hole Finished Soil- - -4 4-- TypXAWMI Finished Surface -4 4- TyTCUIWUI MAXIMUM XICIENSION MAXIMUM EXCESS - See "Approvals/Listings"chart on page 2 for allowable deflector to ceiling heights. www.victaulic.com vIcTAuLIc Is A REGISTERED TRADEMARK OF vlcrauLIc COMPANY. 102007 VICTAULIC COMPANY. ALL RIGHTS RESERVED PRINTED IN THE USA XA—ta U I i C~ REVE FIRE PROTECTION PRODUCTS ... AUTOMATIC SPRINKLERS V34, K8O 40.33 F-1 Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE AVAILABLE WRENCHES No escutcheon With escutcheon yes yes yes - ROOM SIZE 16x16 32 26 28 16 10.0 23 49x49 121 98 106 Ito 73 85 16x18 36 29 33 20 132 17 4.9x5.5 136 110 125 140 St 118 16x20 40 32 35 25 16 192 49x61 151 121 132 170 110 132 16x22 44 36 36 30 203 203 49x67 16/ 136 136 05 140 140 16x24 48 39 41 36 238 263 49x73 182 148 155 250 164 I81 t auIiC VICTAULIC IS A REGISTERED TRADEMARK OF vICTAuLIc COMPANY. © 2007 VICTAuLIC COMPANY. ALL RIGHTS RESERVED, PRINTED IN THE USA 40336 F'1E. FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS j3L . Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE 40.33 DISTRIBUTION PATTERNS Models V3415, V3416 K8.0 Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall And Recessed Horizontal Sidewall Distribution Patterns -Trajectory 2,411, 0,6m 1,2m 1,8m 2,4m 30m 3,7m 4,3m 4,9m 5,5m 6,1m 6,7m 7,3m 79m 8,5m 9,1m 26 GPM -. - -. 29 GPM 32 GPM ------ C8LPM 11OLPM 121 LPM 36 GPM -- -- 39 GPM -- - 13CLPM 148LPM V3415 -Standard 1.8 V3416-Quick 1.8 NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. www.victauljc.com vicrAuLic is A REGISTERED TRADEMARK OF vIC1'AuLIc COMPANY. Q 200/ vICTAuLIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA REV .E 40.337 . Extended Coverage/Light Hazard (ECLH) Horizontal Sidewall and Recessed Horizontal Sidewall Standard and Quick Response V3415 STANDARD RESPONSE, V3416 QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shell 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. [I IIlIII 1111111 IlliliD 1111111111 IIlI Ill WCAS-6ARRRC For complete contact information visit www.victaulic.com ........... I .......... --- . ....... ........... .............. 40.33 2820 REV E UPDATED 10/2007 . uctauI.c VICTAuuc IS A REGISTERED TRADEMARK OF vICTAuLIc COMPANY. 2007 vicrAuLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA 4033 SAl -000-0000 %JtaUIiC® AUToMATrS1 - FIRE_______________________ Sprinkler Cabinets - 1 PRODUCT DESCRIPTION Victaulic Automatic Sprin- kler Cabinets provide for storage of a supply of sprin- klers. Maintaining a supply of spare sprinklers on the premises of automatic sprinkler systems will aid in the prompt replacement of operated or damaged sprin- klers and returning a fire protection system to ser- vice as soon as possible. This is a requirement of NFPA and most Authori- ties Having Jurisdiction. Refer to the applicable NFPA standard governing your specific installation for further details. Six or twelve sprinkler capacity cabinets are avail- able. This also provides for storage of the appropriate wrench which is required for the installation and removal of sprinklers. NFPA 25 requires the total number of spare sprinklers to be stored on the pre- mises of an automatic sprinkler system meet the minimum quantities shown in the accompanying table. When the sprinkler system includes more than one type of temperature rating sprinkler, the stock of spare sprinklers must include a proportional sampling of each type and temperature rating; however, a mini- mum of 3 each is recom- mended. Sprinklers in Building Mm. Number of Spare Sprinklers Under 300 6* 300t01000 12 Over-1000 24 A minimum of three sprinklers of each type and temperature rating are required for residential fire sprinkler systems in one- and Iwo-family dwellings and mobile homes. SA2-000-0000 L7 I 1 SA4-000-0000 SA3-000-0000 TECHNICAL SPECIFICATIONS Models: O 12 sprinklers O 6 sprinklers o 3 sprinklers (NFPA/3D, Residential) O 6 large sprinklers Material: Heavy gauge steel, red enamel. Cabinets are available in six or twelve sprinkler capacities with dimensions and shelf variations as shown on page 2. The cabi- nets are of welded construction fabricated from low carbon steel sheet. The box and shelves are fabricated from 0.030" thick material and the cover is fabri- cated from 0.042" thick material. The cover is mounted to the box, at the top, with two 0.036 thick steel butt type hinges. A coat of red enamel paint is applied inside and out, and a label indi- cating that the cabinet is for spare sprinklers is bonded to the cover. VICTAULIC® IS AN ISO 9001 CERTIFIED COMPANY Vktaulic Company of A1TArica Viciaullc Company of Canada Victnxniic Eti,opo V!Ttaulic America Latin: Victaulic ASia Pacific Phone: 1-800-PICK-f/IC (1-800.742.5842) Phone: 416-675-5575 Phone: 32 9-381-1500 Phone: 610-559-3300 Phone: 65-235-3035 Fax 610-250-8817 Fax: 416.675-5565 Fax: 32-9-380-4438 Fax: 610-559-3608 Fax: 65-235-0535 e-niail:pickvicxPvic1au1ic.com e-mail: viccanada@vjclauliccom e-mail: viceuro@viclaulic.be e-mail: xical@viclaulic.com e-mail: vicap@xicleulic.com nnv.o /IUZ QQ Registered Trademark of Victaulic 0 copyright 2002 Victaulic Printed in USA DIMENSIONS Inches!: Dimensions hii Victaulic . Part Number Description Use With H W D VlO, V26, V29, V27, V34 (except 5.25 14.31 4.00 SAl 000-0000 For 12 Sprinklers V3403 & V3404) 5.25 L. 1l 238 SA2-000-000 For 6 Sprinklers V27. V3403, V3404, V34 . 5.25 7.31 28 SA3.000-0000 For 3 Sprinklers (NFPA 13D) V27, V29 Residential V40, V38, V39 Concealed, Ki ESFR, SA4-000-0000 For 6 Large Sprinklers . All Intermediate Level Sprinklers, 6.50 14.31 3.13 All Guards* Specify part rumberand capacity when ordering. Guards will only fit it NOT assembled to sprinkler. Capacity may be reduced. =- . INSTALLATION Automatic Sprinkler Cabinets must be installed and the spare sprinkler stock maintained in compliance with the applicable standards of the NFPA, in addition to the standards of any other Authorities Having Jurisdiction. Failure to do so may result in property damage and impair the ability to return an automatic sprinkler system to ser- vice as soon as possible. CAUTION The owner is responsible for maintaining a supply of spare sprinklers in proper condition. The installing contractor should be contacted with any questions. Failure to do so may result in property damage. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. • This product shall be manufactured by Victaulic company. All products lobe 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. 40.81 - 2 2) PIPING S Ej '9 DYNA-FLOW ® S. Dyna-Flow® High Strength Steel Pipe The original high-strength light wall sprinkler pipe with hydraulics superior to Schedule-10. Specifications NPS Nominal I.D. WI. WI. (1120 Filled) Pcs/ Wt/Lift (21') WI/Lift (24') WI/Lift (25) In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs, Kg 1.191 0.830 1.31 91 1,586 1,812 1,888 25 30.3 1.2 1.95 91 719 822 856 11/4 1.536 1.059 1.87 61 1,356 1,550 1,615 32 39.0 1.6 2.78 61 615 703 733 1'/2" 1.728 1.667 2.71 61 2,135 2,440 2,542 40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1,634 1,868 1,946 50 56.0 3.1 5.64 37 741 847 883 21/2" 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 3.8 7.59 30 733 837 872 3.314 3.387 7.18 19 1,351 1,544 1,608 80 84.2 5.0 10.69 19 613 700 729 4.310 4.473 10.86 19 1,784 2,039 2,124 90 109.5 6.7 16.16 19 809 925 963 Dyna-Flow 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." I Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable. The black coating acts as an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. There is no special process or equipment needed for fabrication and installation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Dyna-Flow/Super Flo pipe is manufac- tured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, FM Approved and ULC Listed. (P <S> Listed Approved Listed Dyna-Flow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna- Flow/Super Flo is now available "hot- dip" galvanized and has been specifically approved by FM for dry systems uses. Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft 0. 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. U tqcc.i/Flow Control I 16100 S. Lathrop• Harvey, IL 60426 Customer Service: PT- cIIecJ 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE &CONDUIT 2525 N. 27thAve. Phoenix, AZ 85009 Fax 708-339-1806 S2 -3 riiii. c Wt. EIITTiITiIii NPS Nominal I.D. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn ., Lbs/F0,m Unthreaded' 1" 1.191 0.830 1.31 2.41 25 30.3 1.2 1.95 - 11/4 1.536 1.059 1.87 1.55 32' . 39:0 . 1.6 . 2.78 - 11/2 1.728 1.667 2.71 3.44 40 43.9 . - 2.5 . 4.03 ... - 2.203 2.104 3.79 2.78 50 56.0__. .•.• _3.1' .5.64 .- 2½" . 2.703 2.564 5.10 1.60 65 68.7 3.8 7.59 - 3.314 3.387 7.18 1.48 80 84.2 5.0 10.69 - 4.310 4.473 10.86 1.00 90 109.5 .. _6.7 . _16.16 - .--- --- -- S.', Job" Exceptional hydraulics Lightweight and easy to install Available factory roll H grooved ' ABFII coated ID .• UL and cUL listed E FM approved ® Superior Coating Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable and acts as an excellent primer while resisting weather and UV degradation from outdoor storage. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFli". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* ® American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. Specifications & Approvals Dyna-Flow pipe is manufactured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyne-Flow are UL and cUt listed and FM approved. Dyne-Flow is UL and cUL listed for use with roll grooved, plain-end and welded joints for wet, dry, pre-action and deluge systems. It is FM approved for roll grooved, plain end and welded joints for wet systems. Dyna-Flow is available "hot-dip" qalvanized** an., has been specifically approved by FM for dry system uses. Dyna-Flow complies with Nc'PA '13 and is rated at 300 psi working pressure. The original high-strength light wall sprinkler pipe with superior hydraulics. Dyna-Fiow is the "original" high-strength . light wall sprinkler pipe. With outstanding hydraulic capabilities, Dyna-Flow is recognized as the most popular alternative to Schedule-i 0 pipe. Lightweight and easy to cut, Dyne-Flow is a valuable addition to any fire protection system. With an inside diameter (ID) of up to 11% larger than Schedule-40 and up to 7% larger than Schedule -10, Dyna- Flow pipe hydraulics are exceptional. Larger D's enable Dyna-Flow and related components to be down-sized within the system, increasing the potential for job -. cost savings. For complete Hazen Williams : charts, refer to "Dyne-Flow Hydraulic Data Tables". Dyne-Flow pipe has metallurgical properties that provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. There are no specl processes or equipment needed for fhrication and installation See ABFII warranty * must he ordered in 10 bundre ncremepts aIheci Customer Service (800)882-5543 Fax: (708) 339-1806 TUBE & CONDUIT 16100 S Lathrop • Hawey, IL 60426 1 11350 Norcom Rd. • Ph ladelphra, PA 19154 1 2525 N 27thAve. • Phoenix,Az 85009 S2-3 EV 0 : I: DYNA' THREAD ® n S Full Line Sch-40 Replacement Dyna-Threar offers the life expectancy of Sch-40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. U0 L Listed Approved Listed With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. More wall thickness at the thread (CRR1 .00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 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). _ NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ WlJLifl (21) WI/Lilt (24) WI/Lift (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" , 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 11/4 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 1W 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 114 2 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 103 16100 S. Lathrop Harvey, IL 60426 Customer Service: tLICQ/F/ow Control ( IIjeJ 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27thAve. • Phoenix, AZ 85009 Fax 708-339-1806 S3 -3 Nurrrirrl i.D. Wt. Wt. (H20 Filled) CRR CRR Ii rum - In; mm Lbs/Ft kg/rn Lbs/Ft; kg/rn unthreaded Threaded 1" 1.080 1.330 1.75 11.39 1.00 25 27.4 2.0 ... 2.60 - - 11/4" 1.408 1.870 2.54 9.50 1.00 32 35.8 2.8 3.78 - - 1½" 1.639 2.290 3.22 9.14 1.00 40 41.6 3.4 4.79 - - 2" 2.104 3.050 4.57 8.41 1.00 50 53.4 4.5 6.80 APPROVED r L 0 0 • 0 0 Widely accepted substitute for Schedul640 No thread gauge warnings Standard hanger spacing ABFII coated' . ID UL and cUL$sted FM approved Combining'the safety and longevity ofSch-40 with quality and-hydraulic advantages. Dyna-Thread. pipe is tbe full line Schedule 40 replacement with;!the same CRR of Schedule 40, 1.00, providing Dyna-Thread with the same life exp. ectancy as Sch-40. With outstanding hydraulic capabilities, Dyne-Thread is a m&d widely accepted product substitutidnhan lightwali threadahie pipe when6ch-40 is specified. Dyne-Thread's inside diameter is up to 3.6% larger than Sch140 and provides improved hydraulics. When used in combination with yga-Flow pipe, down sizing of pipe and (elated components often occurs, thereby reducing costs. The consistent quality ofsteel used to make Dyne-Thread fadilitates smooth threading and lower maintenance costs. Increased strength andJighter weight allows Dyna-Thread-to duce installation fatigue and makes it ideal for ratio-fit applications. ® Superior Coating Dyne-Thread products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable and acts as an excellent primer while resisting weather and UV degradation from outdoor storage. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, "ABFII ". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* ® American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. ® Specifications & Approvals Dyne-Thread pipe is manufactured to meet ASTM A-135, Glade A, is in compiance with NFPA-1 3 and all sizes àC rated at 300 psi working pressure. Dyne-Thread is UL and cUL listed for wet, dry deluge and pre-action sprinkler systems and FM approved for use in wet systems. Dyna- Thread can be hot dip galvanized** to meet FM requirements for use in dry systems. Dyra-Thread is approved for all threaded couplirlgs arid welded outlets and is suitable for all roll-grooved and plain end fittings. See ABFII warranty " must be ordered in 10 bundle ncremerrs .®.*,. QIhecJ 'Customer Service (800) 882-5543 Fax: (708),.339-1806 TUBE & CONDUIT. 16100 S Lathi 'p • Harvey, IL 60426 1 11350 Nor urn Rd. • RI ladelpha, PA 19154 1 2525 N 27th Ave. • Phoenix, AZ 85009 S3-3 J LIE= I 13/4C Schedule-1O©/Schedule-40® Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-1O/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"- 2141) 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-10/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. Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. 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: Specifications NPS Nominal I.D. Wt. WI. (H20 Filled) Pcs/ WI/Lift (21) WI/Lilt (24') WI/lift (25) In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; 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 1¼" 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 21/2" 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 ' I'ISpecifications NPS Nominal I.D. WI. WI. (H20 Filled) Pcs/ WI/Lilt (21') WI/Lift (24) WI/Lift (25') In; mm In; mm Lbs/Ft; 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 27.9 2.1 2.70 91 1,213 1,385 1,445 1¼" 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 11/2 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 17.53 19 1,015 1,160 1,209 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 11309 Our advanced formularnill coating of- fers a clean, durable surface. It is also paint-ready for customcolor 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 S 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 (MC) when the First Sprinkler System is first installed. Welded Outlets Hydrostatic Pressure Side Wall Rupture Vibration Test tqco/Flow Control allied TUBE & CONDUIT (P <~> (~~ Listed Approved Listed 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. Philadelphia, PA 19154 (800) 882-5543 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5 -3 Pie When you specify Allied 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 Sch10 (11/4"- 8") pipe and Sch-40 (1"- 21/2") 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. ® Galvanized Pipe Schedule-10/Schedule-40 product can be "hot-dip" galvanized to meet FM requirernnts for dry systems in accordance with the zinc coating specifications of ASTMA-123. ® Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire . Sprinkler pipe products up to 4.500" in diameter is coated with our new Antibacterial Formula, tABFl I In scientific laboratory tests, ABElI proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. c7 Specifications & Approvals Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135, and'NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * See ABFII warranty Wt. (H20 Filled) CRR NPS Nominal I.D. Wt. In; mm. In; mm•. 1.049 1.680 2.05 1 25 . 266 . 2.5 305 - 11/4 2.270 2.93 1 32 351 4.36 . : 4.36 - 1½" 1 610 2.720 3.61 1 40 40.9 . 4.0 . 5.37 . . - 2.067 3.650 5.13 1 50 525 . 5.4 . 7.63 - 2' 2 ' 2.469 5.790 7.86 1 65 62.7 8.6 1 - - -- NFIS I.L. Wt. Wt. (1-120 Filk..,, CRR fi,mm - In; min .Lbs/Ft;.kg/m: , s/Ftj kilm . - 11/4 1.810 2.525 7.0955 .32 .36.6 2.7 . 3.75 - 11/2 2.080 3.04 5.6570 .40 42.7 3.1 . 4.52 . - 2.157 2.640 4.22 4.5827 50 54.8 3.9 6.28 - 216" 2.635 3.530 5.89 3.5196 65 . 66.9 5.3 8.77 3.260 4.330 7.94 2.5550 80 82.8.. : 6.4 11.82 4.260 5.610 11.78 1.6020 . 90 108.2 8.3 . 17.53 - 5.295 7.77 17.33 1.4814 125 . .. 134.5. •. 1.1.56 . 25.80 6.357 9.290 23.03 1.0251 150 161,5 . 13.8 34.27 - 8" 8.249 16.490 40.15 1.8365 200 209.5 24.5 59.75 - APPROVED 9'allied . Customer Service (800) 882-5543 Fax: (708)33971806 TUBE & CONDUIT 16100 S Lathrop • Harvey, ft 60426 1 11350 162ft0rn Rd. • Philadelphia, PA 19154 I 2525N 27th Ave. • Phoenix, AZ 85009 S5-3 LaterM Sway Brace 5pac Pipe Diameter (In) At 20 ft v At 25 ft At 30 ft At 35 ft At 40 ft v 96 77 63 54 45 1 '14 125 103 88 74 1 1/2 283 227 186 159 133 452 362 296 254 213 2½" 671 537 440 1 377 316 1085 868 711 610 510 1847 1477 1210 1037 869 Pipe L, id meter (1 -1) At 20 ft At 25 ft Iv Sway Brace Spacing At 30 ft - At 35 ft1'2 ' At 41 ft 142 114 93 80 67 1 1/4 206 169 145 121 1 ½" 368 294 241 207 173 620 496 406 348 292 2'/2" 1390 1112 911 781 654 2205 1764 1445 1239 1037 2Lr'2l SwayBra.e 4ac1ng'2 Pipe Diameter (In) At 20 ft '2 140 At 25 ft 2'2 112 .,..... At 30 ft 1'1 .. 9.l. -- At - 79 At 40 ft 66 1 1/4 188 154 132 q 111 1 ½" 331 265 217 186 156 562 449 368 316 264 2½" 1113 891 730 626 524 .,. 1683 1347 . 1103 . 946 . . ... 792 Notes: a The tables for the mä'ximun-t load Fpw iñ.thè Zone Of lnfluence.are based on specific configuration of mains, branch lines and Yield Strength b Assumes branch lines at the center of the main pipe span and near each sway brace._, c Assumes branch (ides at'the tThrd poim of the main pipe span and near each sway brace d Assumes branch lines at the quarter -point of the main pipe span and near each sway biace (?~alhed. Customer Service (800) 882-5543 Fax: (708) 339-1806 TUBE & CONDUIT 16100 S Lathrop . Harvey, IL 60426 1 11350 Norcorn Rd. Philadelphia, PA 19154 1 2525 N 27th Ave. • Phoerrx, AZ 85009 3)FITTINGS Welded Outlet Fittings Fire Products Division of Anvil' Intern For Fire Protection & Submittal Sheet *iM6 C'A Other Low Pressure Piping Systems Ek~FR I T. Merit WeldMiserTM Tee Let® Welding Branch Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured to be installed on Schedules 5 thru -1 0, proprietary thin wall flow pipe and standard I wall pipe. Merit Tee Lets are forged steel welding outlet fittings The material used in manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A-i 35, A-795, Tee-Lets employ a low weld volume design to provide for either a partial or full - penetration weld employing a single pass with minimum burn-through and pipe distortion. Weld Miser Tee-Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply with ANSI Bi .2Q.i or ISO7/1. They are UL Listed and FM Approved for use conforming to the requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire sprinkler systems, Tee-Lets are rated for 300 psi.. When used in mechanical systems, maximum pressures are calculated using criteria developed UL u c for ASME B31 piping code. APPROVED For Listing /Approval - details contact your AnvilStarTe Representative. Outlet Model Outlet Pipe Size leader Pipe Size F:.:i Pressure i,.41 ½.8Sch10,40i 1/2 4 (5th 5, DynoFlow) Tuu1.at Type A 1 1/4, 11/2, 2, 2/2 34 300 2 4 (El-Flow) (F-Threaded End) 2, 4 6 (El-Flow) Tee-Let Type C 11/4 .8 11/4.8 (Sch.10, 40) 300 21/2-8 /u .4 (Sch. 5, tynoFlow) (Grooved End) Tee-Let Type C/k 11/4.6 11/8 (All Schedules) 300 (toh Grooved End) ii i Project: Date: Date: Phone: Architect [Engineer: Contractor:' Address: Motes 1: Notes 2: R F5 Merit® Tee-Lets & Drop Nipples For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-001 go to www.anvilstar.com or contact your local AnvhlStar representative /. ,/ AMJLBtar Welded Outlet Fittings Fire Products Division of Anvil' InternatioiaO 7 - Submittal Sheet N WIT® UNIFIED DESIGN TM SERIES Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® WeldMiserTM Tee,Lets® are designed - - - and Manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn- through or excessive distortion. . n smaller sizes a heavier section is maintained n the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. ° Each outlet size 1 1/21t and larger, whether male or female threaded, cut grooved or beveled requires the some hole size in the header pipe. This simplifies the installation process. GENERAL SPECIFICATIONS Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI BI .20.1, national standard for tapered pipe threads, or 150-7-1 threads are available. Tee-Let threaded and grooved welding outlet fittings are UL/ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. Merit® WeldMiserTM Tee Lets® are identified by a lot number that provides full traceability per ISO 9000 specifications. FOR YOUR PIPING SYSTEMS SPECIFY WELD-MISER TM TEE-LET® Branch Outlet Fittings shall be Merit Weld-Miser Tee-Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B .20.1, or ISO-7- 1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. Merit® Tee-Lets & Drop Nipples For the latest ULIULC Listed and FM Approved pressure ratings, versus pipe schedule, RE','. 0303.06002 go to www.anvilstar.com or contact your local AnvilStar representative ., 'ilL-1i. Nominal Nominal I S Outlet Inside Outlet Header Length Diameter Make Up Number A B C 0 M Weight Each OPT (BSPTI In (mm) In (mm) In (mm) In (tim) In (non) Lb kg) 1002002 1/4 x 1/4-8 1 0,080 6x 6-200 L I I 1005012 11/4 - 11m [ 1.063 1 0.700 0.500 I 0.171 37-40 I, 27] 178 1 12.1 .1 0u1q 1½-2 1 1.063 0.700 1 0.500 1 0.171 1005015 - /2X 4050 27.0 ] 17.8 72] 1 0.08 2- 2½ 1.063 1 0.700 0.500 J 0.171 1005020 73x -• 50-65 21.0 j 77.8 1 12.7 L 0.08 1005025 21/2 -8 1.063 I 0.700 I 0.500 0.169 65-200 27.0 /7.8 12] { 0.08 1007012 l'/4-1½ 1.125 0.900 o.soo1 0.260 3240 28.6 I 22.9 /2.7 0.12 11/2.2 1.125 1 0.900 1 0.500 1 0.260 1007015 - 3/4 X iPx 40-50 28.6 22.9 /2" 0.72 1007020 2- 2½ 1.125 0.900 0.500 0.260 50-45 28.6 22.9 12.7 0/2 1007025 2½-8 1.125 1 0.900 1 0.500 0.256 65-200 1 28.6 22.9 12.7 072 1010012 .. 11/4 - 11/2 1 1.250 1 1.145 0.500 0.331 //70017. '- 3240 I. 31.0 29.1 j 12.7 j 0.15 1010015 1½-2 t[ 1.250 1.145 1 0.500 'I 0.331 /710075 , 4055 37.8 2 9. 1 /27 0.15 1010020 2.21/2 1.250 1.145 0.500 0.320 1/10020 lx 25n 50-65 . 31.8 j 79.? 1 12.7 075 1010025 2½-3 1.250 1 1.145 1 0.500 0.314 11/0025 4580 " 31,8 29.1 I. 12] L 0.14 3-4 1.250 1.145 I 0,500 I 0.309 1010030 1110030 . 80-/OS ,' 37.8 I. 29.1 /2] 0.74 5-8 . 1.250 1 1.145 0.500 1 0.291 1010050 . 1710050 725-200 1 31.8 1 2 9. 1 72.7 0.73 1012012 11/4.1½ 1.375 1.490 0.500 0.432 11 20! '' 41; 4 ip 1 r1 Oil 5 1012015 11/2 -2 . 1.375 1.490 1 0.500 0.421 11128/5 : 40-50 I 34.9 37.8 1 /7.7 .0/9 1012020 2.21/2 1 1.375 1.490 1 0.500 0.421 9112020 1I4x 32 x 30-65 34.9 37.3 1 12.7 .019 1012025 21/2.3 1,375 1.490 1 0.500 0.411 11)202.5 ' 65-60 1. 34.9 3 7. 8 j 72.7 j .019 1012030 3-4 I 1.375 1 1.490 I 0.500 1 0.389 I,' 1 It I I' 1012050 5-8 1.375 1 1.490 I 0.500 I 0.389 v , 225 1 /Q 1 12. 01 1015015 1½ 1 1.625 1 1.610 1 0.075 1 0.417 111~('ii I 40.9 1015020 2 1.625 1.610 0.875 0.477 S ii, / Z I 1015025 21/2 . 1.625 1.610 0.875 0,477 (115825 ' 11/2 x . 40x 45 47.3 I. 407 22.2 .022 1015030 3-4 1.625 1 1.610 1 0.875 1 0,477 1115,30 _ xi ,2. ,, 1015040 4 1.625 1 1,610 0.875 1 0.477 /1151240 - 1170 I 41.3 1 4109 22.2 I 022 1015050 5-8 1 1.625 1 1,610 1 0.875 1 0.471 791 51)50 ' /25205' J 47,3 1 40,9 122.2 .022 1_1 Le Nominal Outlet r Inside Nominal Part Outlet Header Length Diameter Make Up Number A B C D M Weight Each OPT (BSPT) In (,nni) In (mm) In (mm) in (mm) In (mm) Lb (kg) 1020020 2 1.750 2.067 0,875 8.857 50 44.5 1 52.5 2.2.2 0.98 1020025 21/2 1,750 2.067 0.875 0.829 9720025 65 44.5 52.5 22.2 11.38 1020030 3 1.750 2.067 0.875 0.829 /20030 2 x 80 1 44,552.5 22.2 0.39 1020040 4 1.750 1 2.067 0.875 0.800 1/20040 IrOn 100 4-4.5 j, 52. 11 22.2' 0.36 1020050 5 1.750 1' 2.067 0.875 0.743 II7(tfl511 /75 445 525 777 J 9)34 1020060 6 1.750 2.067 0.875 0.743 1120060 150 44.3 1 52.5 22.2 0.34 1020080 8 1,750 2.067 0,875 0.743 208 44.5 1 32.5 22.2 1034 1025025 2½ 1 2.215 2.469 1.125 1.250 1123025 65 .54.0 62.7 2/1.6 0.35 1025030 3 2.215 2.469 1,125 1.200 1125030 801 54.0 42] 28.6 - 0.55 1025040 4 1 2.215 2.469 1 1.125 1.150 1125040 21h n , 65x /00 I 34.0 62.7 1 28.6 0.52 1025050 5 T 2.215 2.469 1.125 1.150 1 /950 /25 54] 1 62.7 28.6 0.57 1025060 6 2.215 I 2.469 1.125 1.150 /125060 150 54.0 62.7. 28.6 1 0.52 1025080 8 2.215 2.469 1 1.125 1.150 7125080 '200 1 54.0 42.7 1 28.6 ".52 1030030 3 T 2.500 3.068 1 1.500 1 1.750 -- 80 633. 779 38.1 079 1030040 4 1 2.500 3.068 1 1.500 1.700 - 3 x 100 1 63. .5 71.9 1 38.1 0./i 1030050 5 2.500 3.068 1 1.500 1.700 - BOx 125 63.5 //,9 1 30.1 17.71 1030060 6 2.500 3.068 I 1.500 1.650 - SR 47] 779 38.1 0.75 1030080 8 I 2.500 I 3,068 I 1.500 1.650 200 43.5 1/7 30.1 j 0.75 1040040 4 3.000 4.026 2.000 3.000 1040050 5 3.000 4.026 2.000 2.900 i'OUx 4x ______ 1040060 6 3.000 4.026 2.000 2.800 102.3 50.0 .21 1040080 "8 3.000 4.026 1 2.000 2.800 - I 200 /4.2 902.3 592.8 1.27 NOTE: Part #1002002 is vol UL Lisied or FM Approved. All size-on-size (ie, 2 x 2) Tee-Lets are not FM Approved. AiVLStar Welded Outlet Fittings - Fire Products Division of Anvil' Internatioea! 8 - Ae W MERIT, Type A Female Threa Submittal Sheet - - - - - I - - - B - - Merit® Tee-Let & Drop Nipples For the latest ULIULC. Listed and FM Approved pressure ratings, versus pipe schedule, "m REV. 03.03.06-003 1 go to www.anvilstar.com or contact your local Any//Star representative v / Type B Type C Male Thread Cut Groove Standard Weight Standard Weight BL: AL9tr, Welded Outlet Fittings - Fire Products Division of Anvil' lnteTnattoi'raI Submittal Sheet A/ MERIT __ __ 7Male I1 __ Cut read Outlet Grve Nomin Outlet Nominal Header Length Inside Diameter Outside Diameter Wall Thickness OPT (SSPT) J OPT (OSPT) Ia (mm) In' n (ssss)) In (ant) In (mm) in (ins) in (mm) 1310012 T 2010012 1/4-1½ 3 1.049 1.315 0.133 32-40 80 26.6 034 24. 1310015 2010015 11/2.2 3 1.049 1.315 0.133 lx 40-50 00 26.6 33.4 3.4 1310020 2010020 22½ 3 1.049 1.315 0.133 50-65 80 26.6 33.4 3.4 1310025 2010025 2½-4 3 L049 1.315 0.133 65-100 itO 26.6 33.4 3.4 1310050 2010050 5-8 3 1.049 1.315 0.133 125-200 80- 26.6 33.4 3.9 1312012 2012012 1¼ 3 1.368 1.660 0.140 32 88 34.7 42.2 3.6 1312015 2012015 11/2 3 1.368 1.660 0.140 1¼x 40 80 34.7 42.2 3.6 1312020 2012020 2-2½ 3 1.368 1.660 0.140 58-05 80 347 42.2 3,6 1312025 2012025 3-4 3 1.368 1.660 0.140 80-1100 80 347 427 3.9 1312050 2012050 5-8 3 1.368 1.660 0.140 125-280 80 3 4. 7 42.2 3.6 1315015 2015015 11/2 3 1.610 1.900 0.145 40 80 4019 485 3.? 1315020 2015020 2 3 1.610 1.900 0.145 1½x 50 80 40.9 48.3 3.7 1315025 2015025 2½ 3 1.610 1.900 0.145 40x 65 80 40.9 J 48.3 27 1315030 2015030 3-4 3 - 1.610 1 1.900 0.145 80- 100 80 40.9 46.3 57 1315050 2015050 5-8 3 1.610 1.900 0.145 125-200 90 429 423 1320020 2020020 2 3 2.06/ 2.375 0.154 50 I 'Il) 52.5 $0.3 5.9 1320025 2020025 2½ 1 3 2.067 2.3/5 0.154 80 52.5 60.3 3.9 1320030 2020030 3 3 2.067 2.375 0.154 2 x 00 00 1320035 2020035 4 3 2.067 2.375 0.154 ______________ SOn 100 80 52.5 60.3 I 3.9 1320050 2020050 5 J 3 2.067 2.3/5 1 0.154 1320060 2020060 6 3 2.067 2.375 0.154 1Sf- 90 52.5 60.3 3.9 1320080 2020080 8 3 2.067 2.375 0.154 .92.5 60.3 2.4 NOTE: Tee-Lets are manufactured to fit size-on-size, that is the contoured shape an a gives Tee-Let is made to lit perfectly as the first listed header size. If installed on the second header size marked on the lifting, a slight gap of approximately /32' will appear along the longitudinal centerline of the header. For example, a 1 x 2 - 2½' lee-Let, is a ' outlet fining manufactured to fit perfectly on the 2' header size listed, while leaving o 5/33 gap along the longitudinal centerline s1 the 21/2 size, if a perfect fit is required for a 21/2 header pipe, then a 1 21/2. 3" Tee-Let - would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. : Merit® Tee-Lets & Drop Nipples For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 0303.06-004 go to www.anvilstar.com or contact your local AnvilStar representative Type C Cut Groove Standard Weight H- E -"H A nnr Submittal Sheet Type C/R Roll Groove Schedule 10 ii AWkStar Welded Outlet Fittings - Fire Products Division otAnviI Intern 3$n7sI Type B Male Thread Standard Weight - E -"H A ffThEILi7Q ______ Inside Diameter - U Well Thickness - F Male Thread Std. Wt. Cut Groove Std. Wt. Roll Groove 5th. 10 Nominal Outlet A Nominal Header B Outlet Length C Outside Diameter E Standard Weight Schedule 10 Standard Weight Schedule 10 OPT (ISO -7- 1) OPT (150 7 1 APT (ISO -7- it (rim in (mitt) mm) mm) in (mm) In (mm) in (mm) in (ii n 1325025 2025025 2225025 2½ 3 2.469 2.635 2.875 0.203 1 0.120 2125025 ' . 62.7 50 76.2 5.0 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 2125030 86 80 6 2. 7 67.0 j 76.2 5.0 3.0 1325035 2025035 2225035 4 3 2.469 2.635 I 2.875 0.203 0.120 2125035 2'/tx 100 30 62.7 67.0 76.2 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 65x 2125050 725 53 . 62.7 o7.0 1325060 2025060 2225060 6 3 2.469 2.635 1 2.875 0.203 0.120 175 60 62.7 67.0 1325080 2025080 2225080 8 T 3 J' 2.469 2.635 2.875 0.203 0.120 2125'OOi) 200 80 61.7 67.0 76.2 5.0 3.0 1330030 0301330 2230030 3 3 3.068 1 3.260 3.500 0.216 0.120 80 80 /17(1 03.0 '560 5)1 50 1330035 2030035 2230035 31/ 3 3.068 3.260 1 .3.500 0,216 0.120 86.0 Oi1 TO 1330040 1 2030040 2230040 4 3 3.068 3.260 3.500 0.216 0.120 x A)so /8.0 113.0 820 5.0 20 1330050 2030050 2230050 5 3 3.068 3.260 1 3.500 0.216 I 0.120 SOc 78.0 1330060 , 2030060 2230060 6 3 3.068 3.260 I 3.500 0.216 0.120 1330080 . 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 1340040 2040040 . 2240040 4 4 4.026 J 4.260 4.500 - 0.231 0.120 700 110 7112.0 100.0 14.0 .o .I_ 30 1340050 I 2040050 2240050 5 4 4.026 4.260 1 4.500 1' 0.231 0.120 40 325' 00 :02.0 1000 7600 76 50 1340060 2040060 2240060 6 4 4.026 4.260 4.500 I 0.237 0.120 lOOn 1340080 2040080 2240080 8 4 4.026 1 4.260 1 4.500 0.237 1 0.120 - 2060060 2260060 6 J 4 { 6.065 6.357 6.625 - 0.280 0.134 6 x - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 ISD x 721.3 7,7 so - 2080080 - 8 x 8 4 7.981 8,329 8.625 0.322 0.148 700x 700 100 I 203.0- 017.0 j 0150' 80 3.0 - tOTE: Tee-Lets are manufactured to fit size-on-size. that is the ccsntsr,rsd rkr,r,u or, rr olvor, To-I.f i, rrvrrir, it, LI 014k, ,,r, L,d IIrt ko,lr it , fr,llr,ri or, ikr, ,r,ri i',r,r,rlr,r 6- r,rrrL-ri il-, Liii,,.', a slight gap of approximately 1/32 will appear along the longitudinal centerline of the header. For example, a 1" x2 -2/2' Ten-Let, is a I' outlet fitting manufactured to fit perfectly on the 2' heoder size listed, while leaving a ½2" gap along the longitudinal centerline of the 2½' size, if a perfect Fit is required for a 2½" header pipe, then a 1" x 21/2 - 3" Tee-Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. Merit® Tee-Lets & Drop Nipples For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, ( REV. 03.03.06-005 go to www.anvilstarcam or contact your local AnviiStar representative ice ViCTAULIC° SAC 1509001 C[RTiFiED\i.A FreLock® Fittings DIMENSIONS h-C to E't CtoE to E -L-0 < No. 001 No. 003 C - to E - C It to W i No. 002 No. 006 FireLock products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interlerence. VictaLilic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings, Patented See Victaulic publication 10.01 for details. No. 001 No. 003 No. 002 No. 006 Fitting Size 900 Elbow 450 Elbow Straight Tee Cap Actual Aprx. Aprx. Aprx. Thickness Aprx. Nominal Outside C to E Weight C to E Weight C to E Weight '1' Weight Diameter Diameter Inches Each Inches Each Inches Each Inches Each Inches/mm Inches/mm mm Lbsikg mm Lbsikg mm Lbsikg mm Lbs/kg 1 11,1 1.660 - - - - - - 0.82 0.3 32 42.4 - - - - - - 21 0.1 11/2 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0.4 10 48.3 70 0.5 45 4.1 70 0.9 21 01 2 2.375 2.76 1.7 200 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 292 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1,0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 - - - - 76 1 mm 701 76 1.5 57 1.1 - - - - 3 3.500 3.38 4.0 2.50 3. t 3.38 5.3 0.88 1.2 80 88.0 Ox 1 8 54 1.4 85 2.4 22 0.5 4.250 .1.00 5 7 3.00 5.1 400 7.5 - - tOO mm 108.0 102 2.6 76 23 102 34 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 26 2.5 1 102 39 25 1.1 5 5.563 4.88 126 3.25 8.3 4.88 15.7 1.00 4.1 125 1113 124 57 83 38 1 124 7.1 25 1.0 6.250 5.5o 12.6 - 3.50 9.2 3.50 17.9 - - 1,59 mm 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18,3 3.50 11.7 5.50 22.7 1.00 5.9 1511 1883 140 0.3 89 53 140 103 25 2.7 8 8.625 6.01 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.5 Ilia 9.3 175 17.5 29 5.8 0 REGISTERED TRADEMARK OF VICTAULIC - © COPYRIGHT 2009 VICAULIC - PRINTED IN USA -SKU 6WCAS-671'JUX 1639 REV F United States . Phone: 1-800-PICK-ViC (1-800-742-5842) Fax: 010-250-8817 • e-mail: pickvin©xictauhc.com Canada Phone: 905.804-7444 . Fax: 905.884-9774 • e-mail: viccanadur0xictaxFc.rom Europe • Phone: 32-9-381-1500 . Fax: 32-9-380-4438 • c-mali: vireuro@xictauiic.ba UK • Piixxt' 44(0)1438741100 Fax: 44t011438313883 . e-mail: viceuro@xictaxhc.be Central and South America • Phone: 610-559-3300 Fax: 610-559-3608 • e-mail: vicai@victauiic.com Australasia • Phone: 86.21.54253300 • Fax: 86-21.54253671 • e-mail: vicap@victaulic.com 1003 FLOW DATA . Frictional Resistance Fittino Size Eazivalent Feet/meters of Straight Pipe Actual Straight Tee Nominal Outside No 002 Diameter Diameter 90' Elbow 45' Elbow Inches/mm Inches/mm No, 001 No, 003 Branch Run /4 1,660 1.5 0.8 3.7 1.5 32 424 05 0.2 11 0.5 112 1.900 2.2 1.1 5.5 2.2 40 43.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1,1 05 2.6 1.1 20 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 76 1 mm 751 1 4 07 3.4 '1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.0 1.5 0,8 4.0 1.5 4.250 6.4 3.2 .15.3 6.4 108 mm IOaO 2.0 0.9 4.7 2.0 4 4.500 6.8 3.-I 16.0 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 6.250 9.4 4.9 25.0 9.6 159 mm 158.6 2.9 1.5 78 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 7 The flow data listed is based upon the pressure drop of Schedule 40 pipe. V ATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASIM A-536, grade 65-45-12 i. Fitting Coating: Orange enamel Optional: Hot dipped galvanized 4 This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with currcrit Victulic installation!sssenlbly ifl5tructIOn. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Fi reLockw Fittirl95 tLPC and VdSApproved, ee notes on pig kigid D'"- SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 005 . WITH VICPLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock® 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. Support and hanging requiremens 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. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. Vic_PlusTM Gasket System: In North America, Victaulicg 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 dry pipe fire protection system notes. / PATENTED (. Syte, 0 LISTING/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. I 1w, ...L;t_/ .7—........... ... 175 F1 . . . / 59• S c N/A ....N. 300 5-8 300 300 3 6 . 4-2 N/A N/A 300 3D 300 - 8 'u N/A 300 .P ..........300 . .._ . 390 LY5. j o....... '.y 01 1¼-2i 3001 300 EF '7-4 175@ N/A . 175 300 N/A N/A .1¼-3 300 300 300 Mr I ','I -4i 300 we 300 FM approved for service in 116 - 4 pipe. 6 UL Listed for service up to 4 pipe only. @ US Listed for service up to 3' only. JOB/OWNER . CONTRACTOR ENGINEER System No. Submitted By Spec Sect - Para Location . Date Approved Date___________________________________ www.victaulic.com %.A_C _ vICTAULIC IS REGISTERED TRADEMARK OF vIcTAuLIC COMPANY. 0 2006 VIcTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 4,140 4 (PS CARBON STEEL PIPE FIRE PROTECTION PRODUCTS .1. F J or- , -10 . -42 - STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) DIMENSIONS -I 1.2 1¼ 1660 350 337n 1.2 .2755 0.05 /1524 70 114148 05 32 42.4 2413 1½ 1.900 350 990 0.05 2_3,'ax214: 3.00 475 188 12 40 48.3 2413 4415 1.2 76 121:148 0.5 Rated for wet and dry sprinkler systems at 2 2.375 350 1550 0.07 : 2' 350 525 1.88 16 350psi/2413kPa for i¼-4'732-loornm 50 60.3 2413 6900 1.7 :2 ' 39 133 148 0.7 sizes and 300 psi '2068 kPa for 41/ -8 /108 2½ 2 475 350 270 007 400 575 1.8B 9 -.200rrrrn sizes; Schedule 10 roll grooved or 65 73.0 2413 10110 1.7 2 -'/rx 2:2 102 146 148 .09 Schedule 40 cut or roll grooved steel pipe......... . Style 005 is rigid and does not accommodate 76.1 mm 370 - 6.1 2413 11010 ½ X 2 2 105 146 148 09 expansion, contraction or angular deflection •-.__' -__ ..,, ...,.., . , ............................................ 3. 3.500 350 . 3365 0.07 2 8X 2 . 4.63 6.13 1.88 2.1 80 88.9 1; 2413 l. 14985 1.7 2 . 118 156 148 1.0 4 i 4.500 i 350 5565 0.16 . ,.5.75 7252.13' 31 100 . 114.3 l. 2413 24770 ,ax2/, 146 184 ' 54 1.4 1080mm 4.250 300 4255 016 .-/ x2 563 725 213 1 108.0 2068 18940 , 4.1 143 184i 54 1.4 5 5.563 300 7290, 0,16 6.889.002.13: 45 125 141.3 2068 324451 4.1 2-/sx3175229 54. 2.0 5.250 300 6495' 0.16 ,,.6.63,9.002.13 4.5 133.0 2068 28900 4.1 .2'221,5,, 168 229 54 2.0 5.500 300 •7125 0.16 /25 2 .,.6.88.9.002.13 4.8 139. ' 139.7 2068 31715 : 4.1 2/4 175 . 229 54 2.2 6 6.625 300 10340 0.16 1 .8.00i,10.002.13 5.0 150 168,3 . 2066 . 46020 4.1 2'/2X3 203 . 254 53 2.3 S . 6.250300 9200 0.16 ,:7.63'10.00j2.13i 55 ri 159.0 . 2068 40955 , .2-/2X2/4: 194 , 254 . 54 2.5 6.500 I, 300 9955 . 0.16 ' 8.15 10.00 2.13 I 5.5 651r 1651 2068 44295 41 2 -/253 207 254 54 25 8.625 300 17525 0.19 2 - 5,18 x41A 10.50 13.14 2.63 11.3 200 , 219.1 2068 78000 4.8 ,267334i 57. 5.1 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 petfor- mence on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to '1/2 tunes the figures shown. 4 The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ 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 128ar/175 psi. * www.victaulic.com 14 ctaulic, VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. IPS CARBON STEEL,. FEPROTEC1iON PRODUCTS STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) 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 availabje upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM - 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 using the Grade "E" Type A Vic-Plus'° Gasket System, requiring no field lubrication for most installation conditions. Grade "L" Silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. 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-1.83. A 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 0°F/-18°C 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. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. www.victaulic.com 'Jtauhc° VICTAULIC is A REGISTERED TRADEMARK OF vicTAuLic COMPANY. 0 2006 vlcTAuuc COMPANY. ALL RIGHTS RESERVED, PRINTED IN THE USA. STYLE 005 ITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the -100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. . Il I III IIItIIItIfI II II{ (II III WCAS-697KR4 For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 ictauhc vicTAuLic IS A REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. 0 2006 vIcTAuuc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE U S A . Exaggerated for clarity - -. I SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS -45 - STYLE 75 Style 75 is available where moderate pressureare expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. 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 and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/-i-66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER /System No. Location - CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved Date Para -www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF vicTAuLlc COMPANY. 0 2007 VICTAULIC COMPANY, ALL RIGHTS RESERVED. PRINTED IN THE USA. Lt_ !P •!3 Crs STYLE 75 DIMENSIONS 1 315 500 680 0-006 2 —43 057 2--/sX2 238 27 108 45 3 06 334 3450 3025 0-16 48 61 1560 500 1080 0-006 045 2— /sx 2 268 461 177 14 06 .32 422 3450 4805 0-16 2 —10'38 68 117 45 1900 500 1420 0-006 1 —56 040 2— /sx2 291 482 177 45 15 06 40 48 3 3450 6320 0-15 33 74 172 2.375 500 2.215 0-006 1 —31 032 2— /sx2 343 522 188 17 08 603 3450 9860 0 15 25 87 133 48 2.875 500 3.245 0-006 025 2— /s x2 388 568 144 188 48 19 09 730 3450 14440 0-15 22 98 3.000 500 3.535 0-005 r - 12 026 2— aX V 2 400 102 590 150 188 48 19 09 751 3450 15730 0— 1 6 22 • 3500 500 4800 0-006 1 —2 022 1 2—/252/4 450 114 700 178 188 48 29 13 0 889 3450 21360 0-16 18 - 4.000 500 6300 0-005 0 —54 - big 2-1252% 500 127 750 191 188 48 29 13 1015 3450 28035 0-16 16 4.500 500 7.950 0-013 1 —36 034 2—/x2% 580 147 803 204 213 54 41 19 • 0 1143 3450 35380 0-32 28 213 37 4.250 450 6.380 0-013 1 —41 035 12 700 2— x 17 1080 3100 28395 0-32 29 141 198 54 5000 450 8820 0-013 1 —26 025 — 2 /aX3/4 613 943 213 54 55 25 1270 3100 39250 —52 21 1SF 240 S 5563 141.3 450 3100 10935 48560 0-013 0-32 1 —18 027 23 2— /a x % 684 175 007 256 213 54 58 26 52501 450 9.735 0-013 1 —21 0.28 2-15x825 555 166 937 238 213 50 2.7 4 1330 3100 43325 0-32 - 24 L 54 5500 450 : 10665 0-013 1 —18 028 2— /ax3A 680 959 244 213 54 63 29 1397 3100 47460 0-32 24 173 6.000 450 2735 0-013 1 —12 021 5 1 2 —/853/8 738 1048 188 48 : 62 28 524 3100 + 56670 + 0-32 8 87 265 6.625 : 450 15525 0-013 800 150 + 1 5 0.23 2— _/8x3/4 1107 213 70 32 1683 3100 69085 0-32 18 203 281 54 Continued on page 3. t @ :4: Refer to notes on page 3. www.victaulic.coirt -.4./ictaulila - VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED, PRINTED IN THE USA. (445 ••) 04531 -47 - 1590 mm 6.250 450 13.600 0-0.13 1-9 024 2-16x825 763 1049 213 68 31 1590 3100 61405 20 194 266 54 165.1 mm 165 6.500 450 14940 0-013 1 -6 023 2-IsX3/4 784 1066 206 72 1651 3100 66483 0-32 19 199 271 52 33 203.2 mm 8.000 1 450 22.635 0-013 0 016 2- 4x4/3 972 1333 231 126 2032 3100 100725 0-32 13 247 339 58 57 8 : 8.625 450 26.280 0-013 0-50 018 2-Ax4/ 1034 1397 232 124 200 2191 1 3100 116945 0-32 14 263 355 59 56 IqA nmmY 10000 t 350 27500 0-013 0 3' 015 2 - /BX /2 1216 1581 253 208 94 2540 2400 122375 0-32 11 309 , 402 64 12000 350 39500 0-013 0 -36 013 2-/sx5/~ 1416 1769 253 236 3048 2400 175775 0-32 360 449 64 107 Workirg 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 accordaflce 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 1/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 - 3 1/2/20 - 90 mm; 25% for 4/100 mm and larger. @ Number of bolts required equals number of housing segments. Metric'.thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. MINE ~11 rJ 9 www.victaulic.com j4tauiióo vicrAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02007 VICTAULIC COMPANY. ALL RIGHTS RESERVED, PRINTED IN THE USA. oali * na O2 0 .t .......... WARRANTY NOTE INSTALLATION -48- STYLE 75 Refer to the Warranty section of the current Price List or contact Victaulic for details. 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. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. III III IIIIIIIIIIIlIIIIIIIIIIIIIlIIIMIIII WCAS-6ZA058 For complete contact information, visit www.victaulic.com 06.05 1470 REV I UPDATED 712007 ctauIc vicTAuLic IS A REGISTERED TRADEMARK OF vicTAuuc COMPANY. © 2007 viciuic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 4_ n; kJu Elbow Straight 1F ALBt ar Fire Products Division of Anvil' lnternstiq - AWIL Cast Iron Threaded Fittings Cass 125 (Standard) Submittal Sheet APPROVED For listing / Approval details contact your AnvilStsrTM Representative. Weight Size 4 B black gals. NPS/DN In/mm Ia/mm lbs/kg lbs/kg ½ 0.25 0.26 10 14 24 0,1 112 11/161 1A 0.4 0.41 15 17 29 SIB 0.19 3/4 IIN lJi& 0.6 0.61 20 22 33 0.27 0.23 1 l½ 1½ 0.92 0.95 25 24 38 0.42 0.43 11/4 1½ 1'4 1.4 1.5 32 22 44 0.65 0.66 1'/t 15/ 11 '/16 2 2 40 .93 4 0.88 0.91 2 16a 21/4 3.1 3.2 50 21A ]½1a 211/16 4.9 5.1 08 2.2 2.3 3 3½ 7.2 7.4 80 56 /9 3.3 3.4 4 2½6 3134 12 13 100 60 911 5.5 5.7 5 . 3Aa 41/2 21 125 84 114 iS -. 6 3½ 5½ 31 33 150 913 1311 II 15 8 534 6A 6 65 67 200 /32 14/ 29 311 I. I. TEll A IIITIIiII1 Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in. accordance with ASME-B16.4 (except plugs 1 1/4 NPS - 12NPS (8-300 DN), are included in the "List of and bushings, ASME B 16.14). Dimensions also conform to Inspected Fire Protection Equipment and Materials" issued by Federal Specificdtions, WW-P-501 (except plugs and bushings the Underwriters' Laboratories, Inc. WW-P-471). NOTE: See the Tech nipDto section for pressure-temperature ratings. See AnvilStor Web site for the most current listings and approvals. Anvil Cast & Malleable Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, RV. 03.03.06-001 ... go to www.anvilstar.com or contact your local AnvilStar representative '. 900 Reducing Elbow 8]'oductsoivcaofi!r ANVIL Cast Iron Threaded Fittings Class 125 (Standard) Submittal Sheet ( ai _ - A block Size - -- L Weight A B C D Tack ght APPROVED I P5/02 NPS/ThV In 1mm !n./mm hi/mm In/mm Ibs1kg WPS/DN MPS/ON la/mm in /mm In ./mm iniiil/ia lbs 1kg For Listin / Approval . " l'As 0.4 1½ 1 1P /ii 2½s 2iis 3.7 details contact your : 9 2? 22 29 2½ // AnvilStarM Representative ', ii p15 034 2 1½ P/i 2½s 2½ i ~ ½ '½u P/s 1½ 1½ 0.51 1½ 1~ 2½s 2½s 2P/s 6 5. ½ P/s /t Ps 067 JT Pa 2~s 2% 2 57 a 1 5 /2 /4 32 3s u3 3 25 ~ P/is P/s P/s P/is 0.16 50 Y 1~ 21/1 2% 215116 5.7 r 1A 1½ 1½ 1.1 2½ 1½ 21/16 3t,16 P/ 6.4 722 /7 27 31/ 28 '119 61 .9/) 5/. 73 /9 79 1/i ~ 1Ao 1½ 1½ 1 3½ 3 2A 27tis 3~ 325 8.9 32 10 72 29 21 4) 2.46 /9 49 51, 6238 6/ 4.1 1 P/is 1½ 1/1 1.2 2 P/s 2% 31/s 35,5 12 25 24 1/7. ~ 11/4 1/S 1~ 1.5 2½ 2336 2/4 3~ 3~ 11 - - J_ 19 32 41 41 0.49 4 85 54 /0 92 2 5.1 T / I 3/4 ~ 125s P//is 11/16 16 ' a00 3 2~s 211/is 35,5 3½ 11 1CA( / I ".5 '1 5 ' -i 1,7 '1/ 4/ 4.' 0.7 611 50 s49J >C 4,9 I I , 4' ] ]1/ 11 9i fl3/ 14 3½ 71,25 211/16 3u1/4 31i,7 12 25 25 32 47 4/ 055 90 22 68 94 94 1'/t P/as 11/4 14 17/t 1.7 213/16 31/2 43/8 43'5 20 4 0 9 ½ I 3s 17/u 1% 14 2.2 5 3 213A6 P/s 4½ 4% 19 LL 37 35 61 13 t 8.6 1/4 P/is 1½ 2 2 2.2 4 P//is 35/i6 43/8 4% 16 36 .51 1i 00 84 /5 7 2 1 ]1/i iAs 2 2 2.1 3 P/s 3111 6 41/is 41/is 19 20 25 17 37 51 51 4.9 80 59 53121124 8.8 1'/4 1256 V/16 21/16 2¼6 2.3 6 4 21/is 37/8 4'½s 411/16 24 32 a is F -5 11/2 ]5/i 1½ 21/1 2~,b 2.6 5 3% 31~16 5 5 27 00 33 38 54 54 1.2 /25 96 98 27 i/ 12 1 1 1/4 24 2256 2.9 8 6 4256 5½ 43,5 6% 51 2½ 25 22 44 39 59 1.3 200 150 106 130 1 162 1 1/I 23 65 1 I/4 1256 1/4 2% 2,5 3.4 LI I iIiI LiIIiiIII IJII - -] Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-B16.4 (except plugs 1/4 NIPS - 12NPS (8- 300 DN), are included in the "List of and bushings, ASME B16.14). Dimensions also conform to Inspected Fire Protection Equipment and Materials" issued by Federal Specifications, WW-P-501 (except plugs and bushings the Underwriters' Laboratories, Inc. WW-P-47 1). NOTE: See the Technical Data section for pressure-temperature ratings. See ArsvilStar Web site for the most current Listings and approvals Anvil Cast & Malleable Iron Fittings For the latest UL/LJLC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03,03.06-002 go to www.anvitstar.com or contact your local AnvilStar representative AVILta - Straight Tee 4Products Division of!I'Ir rIIIIII. __L'TiiiI_ AnvilStarTM Representative. Weight Size A B block gale. NPS/1)N In/mm la/mm lbs/kg lbs/kg ½ ½ 0.22 0.23 ½ ½ 1 0.35 0.36 12 14 24 0.14 0.14 ½ hI4 1½ 0.56 0.58 020 ½ 1/is 0.84 0.85 1 1½ 25 24 30' 0.57 9.50 11/4 11/ 11/4 2 2.1 32 29 0.9 9.9 1½ 1½s 11 /1 2.7 2.7 40 :93 2 1½s 2',4 4.2 4.3 50 40 47 1.9 2 21/2 1% 211/46 6.7 . 6.8 43 47 60 3 2.) 3 21A 31/s 10 10 80i 56 79 4.5 4.4 3½ 2½s 31,0s . 13 14 00 42 4 211/16 3½ 16 17 100 44 95 5 354 6 27 28 125 34 i 3 6 37/8 51,t 41 41 140 94 130 19 19 8 5½s 6/l6 79 81 200 132 167 36 37 _TiTTIiI1 Anvil standard and extra heavy cast iron threaded fittings arer Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-B 16.4 (except plugs 1/4 NPS - 1 2NPS (8 - 300 DN), are included in the "List of and bushings, ASME B16.14). Dimensions also conform to Inspected Fire Protection Equipment and Materials" issued by Federal Specifications, WW-P-501 (exceptplugs and bushings ' the Underwriters' Laboratories, Inc. WW-P-471). ,NOTE See the Technical Data section for pressure-temperature ratings. See ArmvilStar Web site for the most current Listings and approvals. Anvil Cast & Malleable Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 0103,06-005 go to www.anvUstar.com or contact your local AnvilStar representative '-, , A1VlL Cast iron Threaded Fittings Class 125 (Standard) Submitta Sheet . 9~~_g APPROVED For Listing I Approval details contact your Reducing Tee AiLBtar Fire Products Division of Anvil' Iflternati ANVI L Cast Iron Threaded Fittings Class 125 (Standard) S UL OyLq APPROVED For Listing / Approval A----B details contact your __f_ AnvilStarTM Representative. C F ,. Submittal Sheet 1T 'TTTT1 .-.'.-,----- I Size A B I U E I F -block- Size A B C - U I E F - - UILILI gob - PS,i - n, MM t7im 'in' S. /k, t,/k NP5/BNINPS/Dl iPS/' m w 'g,/g g,/m /tntrin. m I!go.jhIjg 1/4 H116"/16 j. 1,16 ]1j3 119 1½ 0.57 - 4 1 154 ½t 154 1'i2 1½ 11/2 11 1 ' 7 22 '2 29 29 26 .3 ')I 2 /5 -3111 -71/16 11/16 8 B i ½ H116 0.9 - 1/2 ½ U ' ½ b' 1/ s 19 6 29 29 IH 6 5 (II;, 41 ½ W4 1/it 0.91 - 22 i2 2 37 31 :2 3l 5 ,9 22 22 Z41 1½ 11 - '423 29 22 31 3/ 35 4' 2 1/4 ½ 1% 0.B9 — ;fl j2 24 a 32 ,.4 .3 . 12 ,' 4 32 22 - ½ % 1 tA 6 H/ % - o - - - 14 ½o H116 i 'Ai T 'ii7 T 1 'A 1½ lA 1/2 I.] - 21; 7? 22 2 32 a 332 : 24 24 26 35 3/31.391 14 ½½6%- 25 3/4 3 i4 22 1 u /2 /.S 9 11 1 19 79 22 - 14 p116 a/it m5/ó 116 At 1½ OJS— ½½16%6l½1½1', 1 1 17 25 /2 22 37 -i,a ', 7 11 24 7 31 35 546 94 1 -- At - 14 HAt 1A6 H - 15 4- 2/ 37 31 Jr__ 1t9 0/ 4 99 - /i 1½ 1½ 'Aó 1½s 11½6 1½t 7 ,.3 _3,1 /2 97 37 2 01 92 '2 2' 26 43 32 32 .c.... ......TIIT 7TT: .T. Anvil standard and extra heavy cast iron threaded fittings are Anvil standard and extra heavy fittings in this section, sizes manufactured in accordance with ASME-131 6.4 (except plugs '/i NPS - 1 2NPS (8 - 300 DN), are included in the "List of and bushings, ASME B16.14). Dimensions also conform to (Inspected Fire Protection Equipment and Materials" issued by Federal Specifications, WW-P-501 (except plugs and bushings j the Underwriters' Laboratories, Inc. WW-P-471). . NOTE: See the Technical Data section for pressure-temperature ratir,qs. See AnvilStor Web site for the most current Listings and approvals. Prolect: Date: Phone: Architect/Engineer: VContractor: - Notes 2: PAGF 1(1.F5 Anvil Cast & Malleable Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe scneauie, REV. 03.03.06-006 go to www.anvilstar.com or contact your local AnvilStar representative FA [I1 Reducing Tee AwtBtar Fire Products Division of Anvil' interntio5r - AWIL Cast Iron Threaded Fittings Class 125 (Standard) S& fl± APPROVED: f For Listing / Approval : details contactyoiur - AnvilStarT° Reoresentativet Submittal Sheet Size UMHHHHHH HHHHHHHMA UHHHHHIIHHR HHHHHHHHR • HHHHHHHII HHHHHIIIII HHHHHHHIIR HHHHHHIWW HHHHHHR HHHHHHHMHU HHHHHHHHR HHHHHHHHILIU HHHHHHiHIi HHHHNHHRRU HHIIIIHR MHHHHHIHHR UHNHHHHHHR HHHHHHHN HHHHHHNH HHHHHHA MEN HHN HH1IHHHHH HHHH HH MEN IHHN MMMMHMMMM HHHNHHHHR HHHHHHH HHHHHHHIIIi HHHHHHHR IHHHHHHVWR HHHHHHHHR HHHHUHHH HHHNHHH MENEMEM UHHHHWIUU ME ENE HHHHHWHW HHHHHHH I MM HHHIIIIHHHHR HHHHIIHHA HHHHHHHHA HHHHHHHH HHHHHHHIIR MHHHHHHHHR UHHHHHHNHR HHHHW RHHNNHHHHIII HHHHHHH HHHHHHH I 1HHHHHHN HHHHHHMI11 HHHHHIIHH mm =M HHHHHHMM HHHIIH MEN HHMHHIHH MEMEMMEM I Anvil Cast & Malleable Iron Fittings REV. 03.0306-007 For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, ( ANVIL go to www.anvilstar.com or contact your local AnvilStar representative Star- ANVIL Reducing Tee Fire Products Division of Anvil' Internwit,54 ANVIL Cast Iron Threaded Fittings Cass 125 (Standard) Submitta Sheet ® APPROVED For Listing / Approval . - details contact your . AnvilStarTM Representative, iIILt::InIIJ..L:: T:.T:1 504 ' li B 6 U E F Weight Pork solo. 1175 0½1175/Dl7 i/PS'D0 IoL'nlrn jnrn mm In. mm J5 j7;; 16' 2 1 ½& 11,4 10½ 2'/4 2/8 2¼ 1 3.7 - 54 121,6 1°/a 1'i6 l°As 2½6 2'.'½ 2'/u 5.5 — 4') 4 ,' 4' 6.5?21, -- ½ 134k '/¼ 1°A6 11/2 1½ 2.7 2.8 75 72 22 3? 36 36 "8 72 7.1 ½ ½ 165 1°/16 1°/it l'A 2.9 — 2 I ½65 65'16 5 65/4 2 3 3.1 2.5 3;'• 74 44 57 2.4 2 11114 1 3/74 46 1/16 1½ 1½ 2'/76 3.4 — 50 .52 2.? 22 21 73 48 '" 1½ 15/54 15/74 11/2 2 2 2½ 3.6 3.7 40 24 24 37? 5 1; 34 4/ 1,) 2½ 1½ 1½ 1,65 2A6 2'/e 2°,¼ 5.2 5.4 18 4n 65/2 4/ 7.3 2.4 4 3 3 2°/ie 31656 3''/ia 3½ 16 — — 94 94 89 1..? 2 ¼ 21,/8 Aa 5.3 — /2 5040 , 477 2. 45 74 -- 1 2½. 1'Aó 1'65s l'½6 2556 2/4 2','i6 5.2 — 5 66 61' 68 2.4 3/4 2½ 1'/4a 73/4 111A6' 21'ii6 21/4 217/1i 5.1 — 206547 44 68 57 621 2.3 — 2.Th2½uS- 1 50 40 40 48 '52 54 15 2.3 2.5 60½'i4 _71 '742654 — 44 4/ 414 7i /5 2.4 1½ 47] 1544 34 A6 / 653/i6 2A6 1'/io 23/16 4.3 — 134 2 1/,a 1½ 17/8 2°/116 2½ 231e 5 — 2/2 16, 44 2'/t 1 13/56 11,'4 713/1 211/16 2/a 2''/is 5.4 — 74 3/ 41 47 41 /7; 1.1 '7/, 7Aa 134¼ 2346 1656 2A6 4.2 — 10 2" 24 IN, 56 43 6? 19 11/2 2 1A6 11/7 1°/s 2°/u 2'/i 27/16 4.8 — 17; 7 .52 .1? 9? 4' 216 1 65s 71344 1346 21/16 2½s 211/8 5.8 — '7 1/ ½ ½. '0½ 1/4 i'65o 1½ 2/16 3.6 — 2 '4 "6 /s 1 ' 14 1 1,, 2½ 36 — 1 1 ''i 6 13h 1'/,s 1/4 2'6 39 — W½ 43— Th 1 6 113 r16 650s 2 4 4.4 1 1116 1½ 265s 2:4 206 5.2 — 2½ 47] 43, 2'2 1'346 iii 113/56 27116 2A6 2'A6 6 — el 6065623444— 2½ 24 r? '1 7 — -— 4 1 2'/ — 27' 44 _¼o BCDJjjj Work _q~v 1175. 00 III'S 37/ NPS DO In. i4i, 17? /1797 In 71116? 321 7/7/3 III. n15iJj1 PW,Ibc7/ jkLk 1 1 1 P/4 P'/u 11116 25s6 4.5 — 11/4 1346 13/6 13/i 2146 2','i6 2½ 4.8 — —' 4561 765 1565 651 134s 2565 2A6 2656 5.1 — 2 656W16 2346 5.9 6 — Aa 65658 2 — 3 2½ 2/i 2/6 211,6 3½ 7.6 6546 E31/t 14 2½2½ 2½2"A 3 1 3 2½ 2½ 213 211,I1 31/a 8.3 25 110 ¼ 54 54 /9 617 79 3.8 1'/i 3 2½ 2'/a 21,18 3½ 7134 31/t 8.5 — 7,' 80 54 34 34 /9 /3 19 37 . 1½ 21/2 1½ 7T 2½ 21346 2A6 31116 1.7 — 427 6545' 48 54 73 95 79 3,' 1',6 3 2½ 2¼n T, F 31/a 213/16 31/8 8.1 — 40 80 So' 54. 54 79 11,6 13/7 1½ 294a 23/is 2/16 211/16 6.8 — 48 35 37; 44 5376233,' 2 i°/,6 1A6 2°/i6 2/,a 21/4 7/5/fl 1.3 2 50 40 40 59 63 5/ 75 3... 457 21/7 1°/i 1'34a 21/5 265/is 6 3'/7a 1.1 — 45 /4 49 54 3 2½ 2/16 21/8 3½ 21656 3'/o 8.8 — 20 54 59 54 /9 '5 /9 4 TJ 6666 1/5 1½ '3/s 2½ 23/6 2654 23/, 5.9 3 52 22 2? .54 56 /0. 1½ 1°/a 16/ 2111 2/7s 2'53s 2°/u 6.2 6.3 21/7 47;' 35 74 65 2 1556 1½ 23/a 2°/is 265 6 21656 6.8 — 30 4/? .7 2½ 1½ 11/,s 2/4 213/s 21'.'16 3/i6 7.7 — 3 21,18 2½ 2'/8 31,18 3656 3½ 9.1 — L 4s Vi 2/16 1 ''6 65/a 2 "B 61 62 34 /16 1/16 2"8 14 1'l 75/s 61 62 1 1 65n5 2'/is 65A ell 1'i 1¼ 71 2',a 2'1a 2°,,s 2'i 68 — i½ 2/16 2/,a 2',6 2'5is 71 73 2 16 6 1746 2',6 27',a 21 2's 78 78 1'? 1½ 2½ 2'°ts 65 , 3',o 89 9 3,1/ 2'3 2½ 2°'i 3°6 34 3s 3/ 11 — Anvil Cast & Malleable lrn Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, Ar REV. 03.03.06-008 go to www.anvilstar.com or contact your local AnvilStar representative Cdncentric Reducers Fire Products Division at Anvil' In1ernati - (ANVL Cast Iron Threaded Fittings Class 125 (Standard) Submittal Sheet 0 APPROVED For Listing I Approval details contact your AnvilStarTm Representative. Sue A B Weight black Size Weight black 4 _________ P5/Thi Ifl1(flhll Ibs/A liPS/ON iVPS/DU li/nun In/mm A lh ½ 0.4 314 18 I 2 '. • 11/16 1fl/16 0.54 il/S 2/l6 2 &,5 /i 1½ 0.63 1½ 34 2 3.1 28 17 38 0.29 2½ s.5 40 79 51 24 1/2:• 9Au 1½ 0.84 2 1 2½e 3 11/4 ½ . 7. 1 21/e ' 1.1 3/ 1/16 2½ 43 25 54 9.49 29) 24 64 2 1 ' i 1A6 2¼ 1.1 3 2 1¼6 2:4/4 4 .50 27 70 24 1/ 1/8 1 2½ 1A6 21¼o 471 1 L71 3/4 ., ' 1/3 1½ 1.2 2 116 21/I6 6.5 11/2 I'i3 ' 19 41 054 50 ' i•\ 25' 1,13 13 1/4 44 1.5 0.08 2/2 65 1A6 38 31/8 79 7.8 3.5 60 4 100 1¼ ' 1 21/4 1.5 3 11A6 3l/ 1 80 27 79 3.2 1/S •, ½ 2 2 5 4 1¼z 3/16 10 .51 091 125 100 27 84 4.8 2 ' I/i 2 1.9 4 1½ 3¼6 14 6 100 29 87 6.3 1 ' 2 1.8 150 5 1½ 39/16 16 (9 57 033 125 29 . 90 7 8 6 1¼ 31/8 29 I in hex end Anvil standard and extra heavy cast iron threaded fittings are r Anvil standard and extra heavy fittings in this section, sizes manufactured in, accordance with ASME-B16.4 (except plugs 1/4 NPS - 12NPS (8- 300 DN), are included in the "List of and bushings, ASME B16.14.). Dimensions also conform to Inspected Fire Protection Equipment and Materials" issued by Federal Specifitations, WW-I-501 (except plugs and bushings the Underwriters' Laboratories, Inc. WW-P-471). NOTE: See the TechnicoIato section for pressure-temperature ratings. See AsvilStar Web site for the most current Listings and approvals. --- --- I Project: Date: I Phone: Architect I Engineer: Contractor: Address: otes1: Notes 2: Anvil Cast & Malleable Iron Fittings For the latest ULIULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-0011 go to www.anvilstar.com or contact your local AnvilStar representative / Ll 4)HANGERS ~,Eg 0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 650 ALL THREADED ROD 10'- O' LENGTHS ROD SIZE MAX. REC. LOAD LBS. FOR SERVICE TEMP. 650°F 750°F 1/4 240 215 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 1 4960 4420 11/4 8000 7140 11/2 11630 10370 NOTE; maximum Temperature: 750°F SIZE - 1/4 thru 1 1/2 inch rod in 10 - 0 lengths. MATERIAL - Carbon Steel. FINISH - Plain, E.G., H.D.G. and S.S. ORDERING - Part #, rod diameter and finish. 3/00 ½ Inch pipe 5 thru 8inch pipe S P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 3/4 thru 4 inch pipe LISTED FOR STEEL/CPVC SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - c®us 203-EX 2551 Approval guide - Pipe Hangers OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171 Type 10, Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component for use on steel, CPVC or copper piping. INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers instructions. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. Custom fit swivel nut for better retention in ring body. * Full length knurl on swivel nut for better grip. ORDERING - Part #, pipe size. 9/08 NFPAI3 PIPE ROD MAX REC. LOAD LEIS. METRIC REFERENCE 3/4 3/8 400 20 1 3/8 400 25 11/4 3/8 400 32 400 —40- 2 400 50 2 1/2 11/2r 3/8 600 65 3 600 80 3 1/2 600 4 3/8 1000 100 5 1/2 1250 125 6 1/2 1250 150 8 1/2 1250 200 551 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER 10 Restraint SIZE - One size fits 3/4 thru 2 inch AFCON#300 Ring Hanger. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTINGS - c us 203-EX 2551 Listed only for use with AFCON #300 Ring Hanger. FUNCTION - To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION - Per NFPA 13 and CPVC manufacturers instructions on steel, CPVC, or copper pipe. Snap into locking position on swivel nut of AFCON #300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES - * Listed only for use with AFCON #300 Ring Hanger. ORDERING - Part # and size. S Specific AFCONproduets are esclnstvelydesigned to he compatible ONLY with other .4FCON products including parts and fasteners, resulting in a listed swoybroce, restrainer nr hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER . AFCON will NOT warrant against the failure of its products when used in cnntbination with other products, ports or systems not manufactured at sold by AFCOtV. AFCOiVshall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limitetl to inst of ha.siness or profit, when non-AFCON products have been, or are used. 1/08 '.• 00 ZID P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 162 UNIVERSAL RESTRAINING STRAP Nut optional, if insufficient rod dimension a' SIZE- One size fits both 3/8" and 1/2" rod or set screw. Available lengths 4" and longer. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - c us 203-EX 2551 PATENT - No. 5,897,088 FUNCTION - To enhance hanger attachment in areas subject to Earthquakes. INSTALLATION - Install tight to structure and component parts Minimum return on strap: 1" L-dimension is measured from hanger rod center to the strap end. FEATURES * Fast installation for new construction or retrofit. * Requires no hanger disassembly to install. IMPORTANT NOTE: "No Nut Is Required" When installed tight to structure and component parts. (See drawings provided) ORDERING - Part # and L-dimension. [1 1/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH P_j SIZE -3/8" and 1/2" rod. MATERIAL - Ductile iron. FINISH Plain, E.G. and H.D.G. LISTINGS - US 203-EX 2551 Approval guide - Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thickness of less than 3/4". INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8=60 inch lbs. or 1/2= 125 inch lbs. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/3 turn. FEATURES * Listings allow installation with set screw up or down - see drawings. * Maintains CONSTANT HANGER CENTER-LINE, with setscrew up or down. * Flat throat back to prevent twisting on flange during installation. ORDERING - Part #, rod size and finish. 1/08 - P.O., Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org UIb IJ ny. 4 SWAY BRACE ADAPTER WIDE FLANGE I I-BEAM Part # SIZE RANGE - 1/2 Rod. MATERIAL - Carbon Steel. FINISH - Plain, E.G. and H.D.G. LISTING/APPROVAL - 203A-EX 2625, 203-EX 2551 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. PATENT - No. 6,334,285 FUNCTION - Sway brace adapter used to attach an AFCON sway brace assembly to a wide flange or I-Beam steel structural member. To provide a point of connection when drilling is not allowed or impractical. Also can be used to attach to a steel web joist with a formed top chord. (See Drawing) INSTALLATION - Per NFPA 13. Per drawing, insert 1/2" x 1 1/4" attachment bolt into 086 bracket. Install 1/2" threaded studs thru both brackets and engage on steel flange. Assemble nuts on studs and tighten. Install nuts finger tight, then additionally tighten 1 1/2 turns or torque to 40ft. Lbs. Attach AFCON sway brace assembly on 1/2" bolt. On steel web joist with formed top chord install within 6" of the panel points. 1/2" threaded studs and fasteners furnished by customer. FEATURES * UL load ratings at 300 thru 90° horizontal: Perpendicular to beam - 2015# Parallel to beam - 1265# * Universal, any flange width having thickness of 1/4" thru 1 1/4". * Studs capture head of bolt, providing hold back. * Alternative to center loading beam clamp. * UL listed hanger attachment for 8" pipe. ORDERING - Part # and finish. Specific . AFCOiVproducls are exclusively designed to be compatible ONLY will, othenAfCONproducts including parts and fasteners, resulting in a listed sway brace, restrainer orhangerasserobty. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems riot manu factored or sold byAFCON. .4FCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind. including but not limited to toss of bosinets or profit, when non-AFCON products have been, orate used. 9 2/09 100-7 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 410 SWAY BRACE FITTING Part # 077....... rt 8 078 SIZE - 1 thru 8 inch pipe. MATERIAL - Carbon Steel or S.S. (Type 304). FINISH - Plain, E.G., and H.D.G. LISTING/APPROVAL - 203A-EX 2625, 203-EX 2551 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. FUNCTION - Pipe attachment component of a longitudinal or 4-way sway brace, consisting additionally of AFCON 70 series attachment end, AFCON 80 series adapter as required and brace pipe element forming a complete sway brace assembly. INSTALLATION - Per NFPA 13. Assemble 410 over pipe to be braced, install 70 series attachment end on outside of clamp ears and tighten bolts to minimum required torque of 40 ft.lbs. 078 is the preferred assembly component for use with the 410 - see drawing. FEATURES * UL .Horizontal Load Rating: 1-3 pipe size = 500# 4-8 pipe size = 2015# * Made with 1/2 bolts to conform with sway brace fittings. ORDERING - Part #, pipe size and finish. Spectlic AFCONproducts are exclusively designed to be compatible ONLY with ollter .4 FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hunger assembly. Be advised the following warranty restriction will apply. DISCLAIMER. AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems . not nisnalaciutedorsold hyAFCON. ,-iFCOsVsltall NOT be liable under any curcutcssacces whatsoever forany direct orindirect, incidental orconsequential damages stf any kind, including but not limited to loss olbusiness or profit, when non-AFCON products have been, or are used. 5/08 9 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 077 ATTACHMENT FITTING LOCKING SIZE - 1 and 11/4 inch bracing pipe. Use in combination with 1 thru 8 inch AFCON sway brace assemblies. MATERIAL - Carbon Steel, Ductile Iron or S.S. (Type 304). FINISH - Plain or E.G. LISTING/APPROVAL - 203A-EX2625 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. FUNCTION - Structure attachment fitting of a sway brace assembly, consisting additionally of AFCON 001 thru 040 sway brace fitting and brace element forming a complete sway brace assembly. INSTALLATION - Per NFPA 13 . Listed for use with NFPA 13 fastener tables. For installation on H-beam or steel web joist see AFCON 085 thru 088 sway brace adapters. ASSEMBLY - Insert brace pipe into fitting against the pivot bolt. Tighten set bolt until head contacts bracket. FEATURES * UL Horizontal Load Rating: 2015#, All Sizes * Swivel design allows attachment at any angle. * Visual inspection, proper installation when set bolt head contacts bracket. * 17/32" Fastener hole, larger hole available.- Consult factory. ORDERING - Part #, pipe size and finish. Specific AFCONproducts are exclusively designed to be compatible ONLY with otherAFCONproilxcls including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER. AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON Shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to lass olbusinesu or profit, when nun-A FCON products have been, or are used. 1/09 > ~,Vgggz S P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 001/020 SWAY BRACE FITTING -MODEL E Part #077 SIZE - Sprinkler systems pipe: 1" thru 8" Steel Schedule 7 thru 40. SIZE - Sway brace assembly pipe: Steel 1" or 1 1/4" Schedule 40 MATERIAL - Carbon Steel or S.S. (Type 304). FINISH - Plain, E.G., and H.D.G. LISTING/APPROVAL - C®OS 203A-EX 2625 Listed only for use with other AFCON bracing products. OSHPD OPA-0601 See Website. PATENT - No. 3,570,794 FUNCTION - Per NFPA 13. Sway brace fitting of a lateral sway brace assembly. To foni a 4-way brace on vertical piping, arrange adjacent lateral sway braces. INSTALLATION - Per NFPA 13. Place Model E over pipe to be braced. Insert brace pipe through MODEL "F!' under channel bracket, leaving I" minimum extension beyond. Tighten hex nuts until gage spring lays flat or torque to 65 in-lbs. ASSEMBLY - Per NFPA 13. Combine with AFCON 70 series structure sway brace fitting and pipe brace element forming a complete sway brace. FEATURES * UL Horizontal Load Ratings for all sizes Sch. 10 thru 40 = 2015# * UL Horizontal Load Ratings for 1" thru 4" Sch. 7 = 655# * UL Horizontal Load Ratings for 6" Sch. 7 = 1500# * Visual inspection, proper installation when gage spring lays flat. ORDERING - Part #, pipe size to be braced, brace pipe size and finish. Specific .4FCON products are exclusively designed lobe compatible ONLY with other AFCOsV prod acts including parts and fasteners, resulting ma listed sway brace. resirarncr or banger assembly. Be advised the following warranty restrict ion will apply. DISCLAIMER. .4FcOlVwill NOT warrant against Site hiSser of its products when used in combination ouSt other products, pant or systems 'lotrrranaihcrured or sold by .4FCUN. ,.lFCONshall NOT be liable under any circumstances whatsoever for any direct lit indirect, incidental or consequential datnages of any blvd including but not fruited to loss of brrai,ress or profit, when non-AFCON products have been, or are used. 1/08 L,___ /LEAJSMIc ;Bujldex 1349 W Bryn Mawr Ave Itasca, IL 60143 800-BUILDEX www.itwbuildex.com Restraint Slnrope and Size Nn:r,)Je 0r 102 ct°200 _-A Rods Rods ', .: [18 in. :.0'07 0.075 0.C1.3 1,0 2.5 ,a!] thread) :: 1 0.129 0.101 0.8"': 1,7 2, ..... Rods 3/8 in. 0.11 0.094 0.8 1,6 2.4 3.1 (threaded at ends only) 1/2 in. 0.196 0.125 1.0 2.1 3.1 4.2 'Reference: NFPA 13,(2010) Less on site material Er) Installation Toot XPlT Universal XPress le Tool (Part No. 8194910) For 3/8" Hod .SXP 20 for 3/8" Rod Structural attachment for installation of branch/end of line restraint using 3/8" all thread (299' OD) or end thread rod (.374" OD). Designed for use in metal deck rangig from 22 ga. through 1/8" in low slope or pitched roof designs (12/12). The SXP 20 may be used to attach short length of rod to eliminate seismic bracing per NFPA 13, 9.3.5.3.8, (2007). SXP 35 for 318" Rod Structural attachment for installation of branch/end of line restraint using 3/8" all thread (.299" 00) or end thread rod (.374" OD). Designed for use in steel purlin ranging from 16 ga. through 1/8' in low slope or pitched roof designs (12112), the SXP 35 may be used to attach short length of rod to eliminate seismic bracing per NFPA 13, 9.3.5.3.8, (2007). For 1/2" HeEl SXP 2.0 for 1/2" Rod Structural attachment for installation of branch/end of line restraint using 1/2" all thread (.405' OD) or end thread rod (.500' OD). Designed for use in metal deck ranging from 22 ga. through 1/8" in low slope or pitched roof designs (12/12). SXP 3.5 for 1/2" Rod Structural attachment for installation of branch/end of line restraint using 1/2" all thread (.405" OD) or end thread rod (.50000). Designed for use in steel purlin ranging from 16 ga. through 1/80 in low slope or pitched roof designs (12/12). 15JiwIveIs 1o' ) .45010 ensure° Moor 91, W :taont, Restrained Pipe Size: Schedule 10 or Schedule 40 pipe 2" or less Max length of Restraint Material: See Maximum Horizontal Loads table below Maximum Angle: 450 Material: Carbon Steel Screw Description: 1/4-20 x 1-1/8" with expandable sleeve Finish: Electro-zinc Testing: Tested to GR-63-CORE Standard for performance in structural steel in seismic restraint applications as outlined for use in NFPA 13)2007), 9.3 at an independent test lab. The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. Listing: UL 203 listed as pipe hanger - Perpendicular to structural member - 4' Schedule 40 Pipe - 45' off vertical - 2-1/2" Schedule 40 pipe UL 203A Pending Installation: Must be installed with UXPIT Tool (Part No. 8194910); c YL us pre-drilling required. LISTED Restrained Pipe Size: Schedule 10 or Schedule 40 pipe 2" or less Max length of Restraint Material: See Maximum Horizontal Loads table below Maximum Angle: 450 Material: Carbon Steel Screw Description: 1/4-20 x 1-1/8" with expandable sleeve Finish: Electro-zinc Testing: Tested to GR-63-CORE Standard for performance in structural steel in seismic restraint applications as outlined for use in NFPA 13(2007), 9.3 at an independent test tab. The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. Listing: UL 203A Pending Installation: Must be installed with UXPIT Tool (Part No. 8194910); pre-drilling required. V ' \UO V Feres SCaCIOr Guide Structural attachment and • Dogs not require use of a restraint component combined retaining nut. ready for selected rod. - .1.i sic-n - Quick and easy installation 294922 SXP 318" 22a Metal Do 25 5 Access to the back ot,tastener 8272957 SXP 20 1/2" 22 ga I/S Metal Deck 25 125 not required Made in USA. 8205922 SXP.. 3/8" 16 ga 1/8" Parlin 25 125 Benefits 0271957 SXP 3.5 1/2' 16ga 1/8 Purlin 25 125 Reduced installation cost. • Less material coordination. . Design flexibility. Maximum fEorzontaI Leads for Bestrut_ Aesthetically pleasing.with 300, and 400 11 ume Rod Lengle tar Or/if For 3/8" Roil . SH-TEK 50 for 3/8" Rod Structural attchment forinstallation of branch/end of line restraint using 3/8" Restrained Pipe Size: Schedule 10 or Schedule 40 pipe 2" or less threaded rod (:299" 00) or end thread rod (.374" OD). Designed for use in bar Max length of Restraint Material: See Maximum Horizontal Loads table below joist, I-beam alti hollowstructural steel ranging from 1/8" to 1/2" in low slope or Maximum Angle: 45" pitched roof designs (12/12). This product maybe used to attach short length of Material: Carbon Steel rod to eliminate seismic bracing per NFPA 13, 9.3.5.3.8, (2007). Screw Description: 12-24 X 1-5/8" Teks0 5 milled point Finish: Electro-zinc (cap) Climaseal' (fastener) The SH-TEK 50mode1 provides upper structural attachment in a wide range Testing: Tested tsGR-63-CORE Standard for performance in structural steel in seismic of steel thickfresses, from 1/8 through 1/2". This fastening system provides a restraint applications as oallined for use in NFPA 13(2007), 9.3 at an independent secure and economical attachment to the structure. test lab. The calculated force used for the testing was equal to that found in a Zone 4 and an 8.4 Richter scale seismic event. Listing: UL 203 listed as pipe hanger - Perpendicular to structural member —4" Schedule 40 pipe - 45" off vertical — 2-1/2" Schedule 40 pipe UL 203A Pending Installation: Must be installed with #14 SN Nut Driver (ORANGI) (Part No. 8273910) &US For 1/2" Rod ' LISTED SH-TEK 5.0 for 1/2" Rod Restrained Pipe Size: Schedule 10 or Schedule 40 pipe 2" or less Structural attachment for installation of branch/end of line restraint using 1/2" Max length of Restraint Material: See Maximum Horizontal Loads table below threaded rod (405 OD) or-end thread rod (.500 OD). Designed for use in bar joist, l-beam'and hollow structural steel ranging from 1/8" to 1/2" in low slope or Maximum Angle. 45 Material: Carbon Steel pitched roof designs (12/12). Screw Description: 12-24 X 1-5/8" Teks0 5 milled point Finish: Electro-zinc (cap) The SH-TEK 5.0 model provides upper structural attachment in a wide range Climaseal (fastener) of steel thicknesses, from 1/8" through 1/2". This fastening system provides a Testing: Tested to GR-63-CORE Standard for performance in structural steel is seismic restraint applications as ou8ined for use in NFPA 13(2007), 9.3 at an independent secure an economical attachment o e structure. test lab. The calculated force used for the testing was equal to that found is a Zone 4 or an 8.4 Richter scale seismic event. In Listing: UL 203A Pending 45010 BUSHt0 Installation: Most be installed with #14 OH Nut Driver (1)/dANCE) (Part No. 8273910) " proper ST' nfl Structural $t rntllowsmurt.uraISt wres citnth Structural attachment and Does not require use of v Model .d e mum — l0ani; A out or Box Ory restraint component combined, retaining nut. ready, for selected rod. 689 SH-TEI l(# Structural Steel" 125 Quick and easy installation, 8270957 SH-TEK 50 1/2" 1/8" 1/2" Structural Steel" 25 125 No pre-drilling. * Beam, Bar Joist Hollow Structural Steel i • Made n USA. Access to the back of fastener not required. Fi1aXIuiU01 Horizontal Loads for Restraint with /r-100,200,30Q, and 408 i. MxximurnLength for t)./ I Benefits Rsxintohie and Sizu A"E_Aren2/ IC0 I r co I r Reduced installation cost Lesson site material (" ' (. I - a Rods .' , 07 , . Reduced material coordination Aesthetically pleasing (all thread) 1/2 in 0.129 0,101 08 1.7 25 34 Rods 3/8 in. 0.11 0.094 0.8 1.6 2.4 3.1 Installation Tool (threaded at ends only) 1/2 in 0.196 0.125 10 21 31 42 ,.. • #14 SH Nut Driver (ORANGE.) "Reference: NFPA 13,(2010) (Part No. 8273910) O 1M \Lt i I, cos1 oV 111 "ei %-_2 Odin ?atet / Ii SE Rae ar er When rI-ClIE4 . angle sh:uIijt excee:45 Steel - rW, Descrotion Rod Size Pipe Size ______Test Load Box Qtf Thickness £294922 SXO K So ye X-Ps1-2O 3/8 6 - 3/4- 21 /2-202s 750 lbs. 25 125 - x,9x22 SXP35 Sve X-Fess 35 38 6 34-35' 6- 12Sx 1250 lbs 25 125 iFi910 .UXPI IT Universe S-Press ItToal inckdes. £0 Rexever, Hex WreFrh, an 2564 Drill £1 - .010 RXPIT ReCo Socket For 8151910 1/52010 XPD 25104 0Bt 5. 4 4 . S Pipe Hanger for XTreme Vinsta.s in-second.s saves 4/use in applications where No retaining nut required. O Roof Pitches, time .&- installation costs. • easy access to the back. 89° ir 31 rhr •. of the installed fastener is 45° in metal deck for • I.. • - • iprohibted • 12/12 :itch . . i!i... IrrBuiIdex JL Tested to comply with NFS°. 303-BUILDEX www.itwbuildexcom 4 PatentNo. (XP)"m, 6,939,881 Parent Pending for )SXP) or Patent Pending , roof it Product Features The Sammy X-Press expands to provide direct vertical attachment in: - Metal Deck (22-16 gauge) - Z-Purlin (18-16 gauge) The Sammy X-Press Swivel allows you to hang plumb in extreme roof pitches: - 89" in Z-Purlin - 45" in metal deck for 12/12 pitch The Sammy X-Press Sidewinder expands to provide horizontal attachment in: - 16 ga - 3/16 steel - puntS, tubular steel. Installs in seconds, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. Less jobsite material needed. No retaining nut required. Provides design flexibility — ....."wi- -r-"--"---- ---"" -- ."•"" ............. te rj .(( •• fOr r 1/4 8181922 XP 200 X-Press 200 1146 (22 gal 1 umine 250 (Lunninare) 0561, 125" 25 125 Metal Deck 850/ Pipe) 940 (2 Pipe) 027 . 318 8150922 OP 20 X Pie s 20 1146 (22 gal /85 (mi-Si e /475 (4 Pipe) 250 (Luminal~e~ 027 125 25 125 Metal o 283 (Condull & CaGI '056' 1250(3W Pipe) 060 3/8 8153922 XP 35 X-Press 35 1783 (16 gal .125 25 125 Puntin 250(L) 1475 - 416 )Cssdsit& Cable) 056" 750 )2 Pipe) 3/ 294922 XP 20 w I 0-Pr 20 1061 (22 ca I'O vertical (Luminairv) GD @4 (Luminary) 8' (2 Pipe) 027 /25" 25 125 Meld Deck 829 (45' Off Veirfjca;~ 263 verkal(ConduiIC b ) 23,3 10145 (Conduit & i- 0°) 1258 (3W Pipe) 82. "car 3/8 8295922 SXP 35 Swivel X Press 35 11558 250 vertical (Luminaine) 80 @ 00" (Luminaine) 635 (2 Pipe) .060 125 25 125 Purlin Off Vertical) 500 vertical (Conduit & Cable) 333 @80" (Conduit & Cable) [[ C Pour Stfuct Metal 0 2 XP 20 S mop 7-Pie s 20 ii (22 x) P50 (2'. ) 25 125 RI ID i-P Par II \0 3 P (I I ( eck 1250 (3W Pipe) 3)8" 8293957 SW)(P 35 Sidewinder X-Press 35 1798 (16 ga) 80 (Luminaire) .000" .125" 25 125 Purlin 416 (Conduit & Cable) Pre-Pour Structural Concrete @3000 psi Post-Pour Range II LWC:5 35 PCF tibet 10( -.uxPlT Pa~~,t Pending - 1r 1n :;1 510" "10 u2/jti I?La°• . 8104910 UxP X-Pr 81 9 0 io R14P(T Re/no Socket for 8151910 1 0(922(0 XPDB 20104 Dnt( 8I 1 'T .Cl d,de, Sd - a Ci P He, Wrench and 2 u4 U ii 0' 40 To watch a video demonstration of the Sammy X-Press, visit htfp //va-wwsammysuperscrewcom/sammyxpi-ess htnn MADE INUS.A \'/ B/with 1!p f Fk H ce p p e g Quick thread attachment— ideal for 1 sided forming coil rod on job 2 dia ters (1/2' and 3/4") O Lipped anchor body keeps anchor flush Easy installation Keeps all rods same length Easy inspection Available in carbon steel, 18-8 and 316 stainless steel Coil Thread Apc'ho1\ 0 chor Drop-In, Shell-Type Anchors— SPECIFIED FOR ANCHORAGE INTO CONCRETE Drop-in, shell-type anchors feature an internally threaded, all-steel shell with expansion cone insert and flush embedment lip. Anchors are manufactured from zinc-plated carbon steel, 18-8 stainless steel and 316 stainless steel. = Anchors should be installed with carbide tipped hammer drill bits made I Jfl in accordance to ANSI B212.15-1994 specifications. Anchors should be tested to ASTM E488 criteria and listed by ICC-ES. Anchors should also be listed by the following agencies as required by the local building code: UL, FM, City of Los Angeles, California State fiulti-Set II Drop In Anchors Fire Marshal and Caltrans. Internally Threçzded Heavy- Duty Anchoring Systems Depth Charge Stop Drill and RX Drop-In Anchors Ideal for HollowCore, Pre-Cast Plank and Post Tension Slabs TM Stop Drill D Optimized for use in hollow-"\ cofe, pre-cast plank and post-tension slabs 0 Lip keeps anchor flush during installation installation irRed Head' Cuff our toll free number 800-899-7890 or visit our web site for the most current product and technical information an www.itwredhead.com L RED HEAD 65 RX.Drop-In Ahhor See page 68 for kits II.A.RrZ - p 7 7 S 7 II. USER''APPLICATION DRILL BIT THREAD EMBEDMENT QTY/WT QTY/WT BASE CORROSION DROP-IN PART SETTING:P ER TYPE MATERIAL RESISTANCE ANCHOR NUMBER TOOL DIA. DEPTH MIN. HOLE PER BOX PER :INCH LEVEL TYPE PART In. (mm) In. (mm) DEPTH lbs. MASTER (TN NIJMBER In. (tjL,, lbs. HVAC/Pire 5p.iiii'Iei "Solid Low RM RM-14 RT-114 1/4 -20 3/0 (9.5) 3/8 (9.5) 1 (25.4) 100/ 2.6 1000/ 2 concrete! RM-38 91-138 3/8-16 1/2 (12.7) 1/2 (12.7) 1-5/8 (41.3) 50/ 3.4 500/ 36 lightweight RM-12 RI-112 1/2 -13 5/8 (15.9) 3/4 (19.1) 2 (50.8) 50/ 5.8 400/ 49 fill deck RM-58 RT-158 5/8 -11 7/8 (22.2) 1 (25.4) 2-1/2 (63.5) 25/ 7.8 125/ 41 RM-34 91-134 3/4 -10 1 (25.4) 1-1/4 (31.8) 3-3/16 (81.0) 25/ 11.9 100/ 49 Hollow-core Low X - RX-38 -- RTX-138 3/8"-16 -- 1/2 (12.7) 3/8 (9.5) 9.1 i00/3.5 1000ijn - . pre-cast RX-12 RTX-112 1/2 -13 5/8 (15.9) 1/2 (12.7) 1 (25.4) 50/ 3.0 500/ 31 or Post- tension - Solid Medium SRM'"" SRM-14 RI-114 1/4-20 3/8 (9.5) 3/8 (9.5) 1 (25.4) 100/ 2.7 1000/ 28 concrete! 18-8 5.5. SRM-38 91-138 3/8-16 1/2 (12.7) 1/2 (12.7) 1-5/8 (41.3) 50/ 3.4 500/ 36 lightweight SRM-12 91-112 1/2 -13 5/0 (15.9) 3/4 (19.1) 2 (50.8) 50! 6.0 400! 50 fill deck SRM-58 91-158 5!8"-11 7/8 (22.2) 1 (25.4) 2-1/2 (63.5) 25! 18.0 125/ 42 SRM-34 RT-134 3/4-10 1 (25.4) 1-1/4 (31.8) 3-3/16 (81.0) 25/ 12.0 100! 50 Solid High SSRM* SSRM-38 RT-138 3/8-16 1/2 (12.7) 1/2 (12.7) 1-5/8 (41.3) 50/ 3.4 500/ 36 concrete 316 5.5. SSRM-12 91-112 1/2-13 5/8 (15.9) 3/4 (19.1) 2 (50.8) 50/ 6.0 400/ 50 Concrete Contractor, Solid Low CL-Coil CL-12 81-112 1/2-6 5/8 (15.9) 3/4 (19.1) 2 (50.8) 50! 5.7 400/ 47 General CoO(actor, Highway concrete Threaded CL-34 81-134 3/4-4.5 1 (25.4) 1-1/4 (31.8) 3-3/16 (81.0) 25! 11,9 100/ 49 • 'T Concrete Cuttios' Solid Low RL RL-14 81-114 1/4-20 3/8 (9.5) 3/8 (9.5) 1 (25.4) 100/ 2.6 1000! 28 Sawing Contractor/Misc. Metal concrete! (win lip) RL-38 81-138 3/8-16 1/2 (12.7) 1/2 (12.7) 1-5/8 (41.3) 50/ 3.4 500/ 36 lightweight RL-12 RT-112 1/2 -13 5/8 (15.9) 3/4 (19.1) 2 (50.8) 50! 5.8 400/49 - fill deck RI-58 81-158 5/8"- 11 7/8 (22.2) 1 (25.4) 2-1/2 (63.5) 25! 7.8 125141 : RL-34 RT-134 3/4" -10 1 (25.4) 1-1/4 (31.8) 3-3/16 (81.0) 25! 11.9 100! 49 .' 1 settingtool per maser carton. ** For continuous extreme low temperature, use stainless steel. ohcharg.TM PARFN DESCRIPTION I DRILLING I Stop Drill siTURE BENEFITS DEPTH Shoulder prevents over drilling t... No lost time or energy drilling farther 3 DCX-13 Depth Charge Stop Drill 3/8" ( 8 Less likely to hit reinforcing steel or than necessary DcX-llj 1'' Depth Charge Stop Drill I 1' post-tension cable in concrete 13, Anchor is set at a specified depth, does not drop too far into hole imwRedHeatl Call our toll free number 000-899-7800 or visit Our web site for the most current product and technical rIo,rnotion or Www.jtwredh!ud,09sp 4 RED HEAD 67 Ultimate Tension and Shear Values (LbslkN) in Concrete* MIN.EMBEDMENT ANCHOR ____________________ TENSION Lbs. (kN) SHEAR Lbs. (kN) 7 ANCHOR DIA. DEPTH TYPE f'c = 2000 P51 f'c = 4000PSI f'c = 6000 PSI f'c>2000 PSI , (mm) In. (mm) (13.8 MPa) (27.6 MPa) (41.4 MPa) (13.8MPa) .8 (9.5) 1 (25.4) RM, RL or CL-Carbon 1,680 (7.5) 2,360 (10.5) 2,980 (13.3) 1,080 (4.8) 3/8 (9.5) 1/2 (12.7) 1-5/0 (41.3) 2,980 (13.3) 3,800 (16.9) 6,240 (27.8) 3,160 (14.1) 1/2 (12.7) 5/8 (15.9) 2 (50.8) or SRM-18-8 5.5. or 3,300 (14,7) 5,840 (26.0) 0,300 (36.9) 4,500 (20.4) 5/8 (15.9) 7/8 (22.2) 2-1/2 (63.5) SSRM-316 S.S. 5,500 (24.5) 8,640 (38.4) 13,020 (49.0) 7,440 (33.1) 3/4 (19.1) 1 (25.4) 3-3/16 (81.0) 8,280 (36.0) 9,400 (42.2) 12,260 (54.5) 10,480 (46.6) Allowable values are based upon 1 4 to 1 safety factor. Divide by 4 for allowable load values. For continuous extreme low terxperalure applications, use stainless steel, 1TtT1!1II Ultimate Tension and Shear Values (Lbs/kN) in Lightweight Concrete* -. . - BOLT I ANCHOR MINIMUM ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH lIlA. 018. EMBEDMENT TYPE f'c=3000 PSI (20.7MPa) LIGHTWEIGHT CONCRETE FILL In. (mm) In. (mm) DEPTH f'c = 3000 P51(20.7 MPa) TENSION SHEAR TENSION SHEAR In. (mm) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 1/4 (6.4) 3/8 (9.5) 1 (25.4) RM, RL or CL-Carbon or 1,212 (5.4) 1??? 1?? P7? 7?? 1??? 771 3/8 (9.5) 1/2 (12,7) 1-5/8 (39.7) 2,034 (9.0) 4,420 (19.6) 3,340 (14.9) 4,420 (19.6) 5/8 15,9) 2 (50.8) 2,742 (12.2) 5,640 (25.1) 3,200 (14.2) 4,940 (22.0) SSRM-3165.S. SRM-18-8 S.S.nr 5/8 (15.9) 7/8 (22.2) 2-1/2 (63.5) 4,242 (10.9) 10,440 (46.4) 5,960 (26.5) 5,840 (26.0) 3/4 (19.1) 1 (25.4) 3-3/16 (81.0) 5,382 (23.9) 15,780 (70.2) 8,180 (36.4) 9,120 (40.6) Allowable values are based upon a 1 to 1 safety factor. Divide by 4 for allowable load values Combined Tension and Shear Loading-for Multi-Set Anchors Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (PsIPt)°°+ (Vs/Vt 1 Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt =Allowable shear load Part No, Description RX-38 3/8" drop-in using 1/2" drill bit RTX-138 . Setting Tool DCX-138 Depth Charge Stop Drill RX-38KlT . Contains: 1,000 RX-38 Anchors, 5 RTX-138 Setting Tools and 2 DCX-130 Depth Charge Stop Drills Part No. Description RX-12 1/2" drop-in using 5/8" drill hit RTX-112 Setting Tool DCX-112 Depth Charge Stop Drill RX-12K1T ____________ Contains: 500 RX-12 Anchors, 3 RTX-1 12 Setting Tools and 1 OCX-i 12 Depth Charge Stop Drill 68 ' RED HEAD irRed Head Call surtsll free number 800-899-7890 or visit ourweb site for thersoss current product and technical information at www.itwredhead.com Call our roll free number 000-099-7890 or visit our web site for the most current product and technical information at www.itwredliopd.com mRed Head' ,RED HEAD 69 S Recommended Edge and Spacing Distance Requirements* BOLT DRILL BIT EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE SPACING MIN. ALLOWABLE DIA, SIZE DEPTH TYPE REQUIRED TO DISTANCE AT WHICH REQUIRED TO SPACING In. (mm) In. (mm) In, (mm) OBTAIN MAX. LOAD FACTOR APPLIED OBTAIN MAX. BETWEEN ANCHORS WORKING LOAD =80 FOR TENSION WORKING LOAD LOAD FACTOR APPLIED In. (mm) =70 FOR SHEAR In, (mm) =80 FOR TENSION In. (mm) =35 FOR SHEAR In. (mm) 1/4 (6.4) 3/8 (9.5) 1 (25.4) RM, RL or CL-Carbon 1-3/4 (44.5) 7/8 (22.2) 3-1/2 (88.9) 1-3/4 (44.5) 3/8 (9.5) 1/2 (12.7) 1-5/8 (41.3) 2-7/8 (73.0) 1-7/16 (36.5) 5-11/16 (144.5) 2-7/8 (73.0) 1/2 (12.7) 5/8 (15.9) 2 (50.8) or 3-1/2 (88.9) 1-3/4 (44,5) 7 177.8) 3-1/2 (88.9) SRM-18-8 S.S. or 5/8 (15.9) 7/8 (22,2) 2-1/2 (63.5) SSRM-316 5,5. 4-3/8 (111.1) 2-3/16 (55.6) 8-3/4 (222.3) 4-3/B (111.1) 3/4 (19.1) 1 (25.4) 3-3/16 (81.0) 5-5/8 (142.9) 2-13/16 (71.4) 11-3/16 (284.2) 5-5/8 (142.9) Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances. b, :mZ1 _____7 EMBEDMIENT Ultimate Tension and Shear Values (LbslkN) for RXseries (314" and 1" Embedment)* BOLT DIA. DRILL BIT 2500 PSI (17.2 MPa) CONCRETE 4000 PSI (27.6 MPa) CONCRETE HOLLOW CORE In. (mm) SIZE ) TENSION SHEAR TENSION SHEAR TENSION SHEAR (mml Lbs. (kN) Lbs. (kt4) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 3/8 (9.5) 1/2 (12.7) 9.1) 1,571 (7.0) 2,295 (10.2) 1,987 (8.8) 2,903 (12.9) 1,908 (8.5) 2,401 (10.7) 1/2 (12.7) 5/8 (15.9)5.4) 2,113 (9.4) 2,585 (11.5) 2,673 (11.9) 3,270 (14.5) 2,462 (11.0) 2,401 (10.7) * The tabulated valves are for OX anchors installed at a minimum of 12 diameters on center and minimum edge distance of 6 diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to 6 diameters spacing and 3 diameter edge distance provided the values are reduced 50 percent. Linear Interpolation maybe used for intermediate spacings and edge margins. Allowable values are based upon a4 to 1 safety factor. Divide by 4 for allowable lead values. J. i i179jIi Anchoring Overhead in 3000 PSI 2060uge -+ ' 'a,, RXDrop-Io ii n m • Metal Deck Installed in Lightweight Concrete On Metal Deck Lower Flute Upper Flute ANCHOR DRILLHOLE EMBEDMENT 3000PSI(20,7MPa)CONCRETE DIAMETER In. (mm) ULTIMATE TmJUnM LOAD I At i rasmani r tAtnovikir I nun In. (mm) Lbs. (kN) Lbs. (kN) RX38 Drop-In 1/2 (12.7) 3/4 (19,1) Upper Flute 1,410 (6.3) 353 (1.6) Lower Flute 1,206 (5.4) 301 (1.3) Allowabie values are bused upon a 4w 1 safety factor. Divide by 4 for allowable lead values. 5)VALVES 9 UNITED Biss WORKS, INC. 714 S. Main St., Randleman, NC 27317 1S0001 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com Model 125SUL Globe Valve Soft Disc '.- UL Listed for Fire Sprinkler Service at 250 WOG 200 WOG @ 180 1 Max :1.0.0% Pressure Tested Threaded Ends -Integral Seat Rising Stem Swivel Disc Holder El o . MATERIAL LIST NO. DESCRIPTION MATERIAL - 1 Hex Nut Steel 2 Hand Wheel Aluminum 3 Packing Nut Brass 4 Packing Graphite Non-Asb. Bonnet (1/2 1") Bonnet (11 ' —2") Brass Bronze 6 Stem & Disc Assm. Brass 7 Disc BunaN Body . Bronze Size 'A" 3/4 1" 1 ¼" 1 '/2" 2" A 2.22 2.47 2.97 3.56 4.06 4.69 B 2.03 2.38 2.75 3.00 3.72 3.72 C (closed) 3.38 3.50 4.25 4.75 5.50 5.50 Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32 Qty. Unit Pack 12 6 6 4 2 2 Qty. Per Case 72 60 36 24 12 12 UNITED BRAss WoRKs, INC. If 714 S. Main St., Randleman, NC 27317 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com IS09001 REGISTERED COMPANY Model 126SUL Angle Valve Soft Disc \—/ CL Listed for Fire Sprinkler Service at 250 WOG 200 WOG @ 180 'Max 100% Pressure Tested Threaded Ends Rising Stem • Integral Seat MATERIAL LIST NO, DESCRIPTION MATERIAL Hex Nut Steel 2 Hand Wheel Aluminum 3 .. Packing Nut Brass 4 Packing Graphite Non-Asbestos 5. Bonnet (Yz" - 1") Bonnet (1 '/" - 2") Brass Bronze 6 .Stem& Seat Assembly Brass 7 Disc BunaN 8 Body Bronze Size Y2" 3/4" 1" 1 '/4" 1 1/2 2" A 1.03 1.22 1.47 1.75 2.00 2.34 B 2.03 2.38 2.75 3.00 3.72 3.72 C (closed) 3.13 3.25 4.38 4.50 5.25 5.63 Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32 Qty. Unit Pack 12 6 6 4 2 2 Qty. Per Case 72 60 36 24 12 12 S -. I TEST • PusI.V • I, V - !1J ± - r 1 V ,• p o C SIZE 1-114' 14 MCOEL 1000 -'- V V V - -.. : 1'..' •V V V i - - The AGF Manufacturing, Inc. Model 1000 TESTANDRAIN® provides both the test function aid the express drain function for a wet fe sprin<ler system. The Model 1000 complies with the rsquirements of NFPA-1 3, NFPA-1 3R, and NFPA-1 3D. The Model 1000 TESTANDRAIN® is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 34" to 20 NPT and BSPT, with all specifiable orifice sizes W' (2.8K). 7A6' (4.2K), ½" (5.6K), 17/32" (8.0K), %h' (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 as required by NFPA 13. 2007 Edition (see reverse). The orifice size is noted on the indicaor plate and the valve features a tapped and plugged port for system access. V A locking kit is available and can be crdered with the valve to provide vandal resistance. or prevent unintentional alarm activation. -- MODEL 1000 - FRONT VIEW, VERTICAL INSTALLATION FROM BRANCH SYSTEM ACCESS PORT — STREET EL STREET EL OR PIPE TO DRAIN — TO DRAIN I RIGHT HAND/STRAIGHT INSTALATION TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. FRONT VIEW - HORIZONTAL INSTALL MATERIALS Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Handle Stop: Steel APPROVALS UL and ULC Listed (EX4019) FM Approved NYC-BSA No. 720-87-SM A I TO o- TO DRAIN D - TO DRAIN - 1191 DIMENSIONS Orifice Size Available: %, /i&, /2", 1742", ELO (5/8)*, ESFR (3/4)*, & K25- SIZE A B C 0 E F G H ~ " 51/&' 1½" 23/16" 3 % " 3" ½ 113/16" 49/16 6 ½ " (128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 51A6' llh" 2'&' 35/8' 3½" 113A6' 4W16" 6½" (128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4 57A6" 111/16 2'6" 41/4 35/16 115A& 59A6" 51,'" (163 mm) (43 mm) (65 mm) (108 mm) (83 mm) (51 mm) (141 mm) (192 mm) 11/2 113/16 31/4" 51fl6' 3/8" 25/8 81/4 107/8" (163 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 67/16" 116" 31/i" 51/16 3/8" 2%' 81/4 107/8' (163 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) * Available on 11/4' to 2' size units only ** Available on 11/2" and 2" size units only THE MODEL 1000 PROVIDES ALL OF THE FOLLOWING From the 2007 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - shall be provided with a drain & 8.16.2.4.3 connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterfiow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. 'usPt # 4741361 and OtIJ - AGF Manufacturing Inc. Job Name: I,A 100 Quaker Lane, Malvern, PA 19355 Architect: / . Phone: 610-240-4900 /1i: I Fax: 610-240-4906 Engineer: www.testandrain.com Contractor: 6)GAUGE Ll The AGF Manufacturing, Inc. Model 7500 Pressure Gauge is an FM Approved/UL Listed 31/2" gauge designed for use on "wet" sprinkler systems. The AGF Model 7500 has been designed to meet the requirements specified in NFPA 13, 2007 Edition Chapters 7.1.1.1 - 7.1.1.2, 7.2.1 - 7.3.1.3, 7.8.7, 8.16.1.2.2, and 8.17.3 SPECIFICATIONS Range: 0-300 PSI (Inside) 0-2000 Kpa (Outside) Accuracy: ±3-2-3% Burdon Tube: Phosphor Bronze Window: Polycarbonate one- piece ring and crystal Dial: Galvalume Pointer: Aluminum, painted black Case: PGE Xenoy® DX2735 Connection: Brass, 1/4" ANPT LM DIMENSIONS 1.16 ( MAX- 0 0 3.46 IN (MM) . - OjJ-770 (98.6) )94.0) .56S0 - (14.2) .------ -1/4-1SANPT .44±04 l .39±03 The AGF Manufacturing, Inc. Model 7600 ¼" 3-Way Globe Valve is an FM Approved/UL Listed valve designed to connect the pressure gauge to the sprinkler systems. The AGF Model 7600 has been designed to meet NFPA 13 System Attachments stating, "...each gauge shall be equipped with a shutoff valve and provision for drainage." MODEL 7500 PRESSURE GAUGE WITH MODEL 7600 GLOBE VALVE FT AGF Manufacturing Inc. Job Name:_____________________________ 100 Quaker Lane, Malvern, PA 19355 I• -i 1 Phone: 610-240-4900 Architect:— Fax: 610-240-4906 Engineer: L • • www.testandrajn.com MADE IN U.S.A. Contractor: --•• IThl?. )1 1 T TESTANDRAIN® r M2511T TESTANDRAIN° M8000 COMMERCIAL RISERPACK® M8000 RESIDENTIAL RISERPACK® M801 0 El ERCIAL RISERPACK® THE MODEL 7500 PRESSURE GAUGE AND MODEL 7600 3-WAY GLOBE VALVE ARE ALSO USED ON THE FOLLOWING AGF PRODUCTS: TESTANDRAIN and RISERPACK are registered trademarks of AGF Manufacturing Inc. 7)DEVICES 0 U.S. Pat, No. 3921989 .Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, szes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is thclosed in a general purpose, die-cast housing. The cover is he.d In place with two tamper resistant screws which require a special key for removal, A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. 1• : (E)POTTER !_ 41 VS '4!U UL, ULC and CSFM Listed, FM and LPCB Approved, NYMIEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 Bi-\.R) Minimum Flow Rate for Alarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 mIs) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/25OVAC 2.0 Amps at30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2 conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEIvliA4IIP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40°F/120°F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8' BS 1387 pipe 50mm thru 200rnm Note: For copper or plastic pipe use Model V SR-CF. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA- I 3D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will he accessible. The units should not be installed within 6" (15cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter oft 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 fl-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA 1VII(T, 98800001 - REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL FIG. 2 OPTIONAL TAMPER SWITCH Do NOT LEAVE COVER OFF FOR ENDED PERI OD OF TIME , 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 "B. TIGHTEN NUTS - ALTERNATELY TO AN EVENTUAL SOFT-LBS (68 o-m) OF TORQUE O0 DWGN 923-3 CAUTION: An uninsulated section of a single conductor should not he looped around the terminal and serve as two separate Connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. nz TO INSTALL, DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 2 1/2" 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) DECTIONDF C N.O. N,L'. (WIlT) (RED) (ISLE) WATERFLOW DWG. #761-30 MOUNT ON PIPE SD ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) o o A t0-25 B 20-40 C 35-55 0 50-70 0 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS 2 SETS OF NORMALLY OPEN CONTACTS WATERFLOW ZONE EOLR FROM CLOSE ON ALARM ON FIRE PANEL FIRE PANEL Nc COM NO NC THE N.C. AND NO. MARKINOSON THE SWITCH ARE FOR AN ALARM CONDITION. THE CONTACTS ARE REVERSED WHEN THE DEVICE IS 114 THE NORMAL CONDITION, NOTES: 1, The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. FIG. 4 To remove knockouts: Place screwdriver at edge of knockouts, not in the center. 5990, 1761-4 POSITIVE DC OR HOTAC NEGATIVE DC OR NEUTRAL AC A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude BELL moisture. For supervised circuits see "Switch Terminal Connections" drawing and caution note (Fig. 1). APPLICATION WARNING! 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 inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes If there are no provisions for testing the operation of the flow detection device on the system. application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in ccordance with the testing instructions. PRINTED IN USA MKT. 48800001 - REV W PAGE 2 OF 2 lv[FG.#5400761 -7/02 SYSU- ® POTTER OUTSIDE O SCREW AND 1.9 YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH UL and CSFM Listed, FM Approved, NYMEA Accepted, CE Marked Dimensions: 6. 19'L X 2.25W X 5.88"H 15,7cm LX 5,7cm W X 14,6cm H Weight: 2 lbs. (0,9 kg.) Enclosure: Cover - Die-Cast Finish- Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes. Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU- 1: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 3OVDC resistive Environmental Limitations: NEMA 4 and NEM.A 6P Enclosure (IP67) when used with appropriate watertight conduit fittings. indoor or Outdoor use (Not for use in hazardous locations. See bulletin no. 5400705 OSYS-U-EX for hazardous locations.) Temperature Range: -40°F to 140°F (-40°C to 60°C) Conduit Entrances: 2 knockouts for 1/2' conduit provided Service Use: Automatic Sprinkler N'FPA- 13 OSYSU-1 Stock No. 10 1. 0106 ' One or two family dwelling NFPA-13D OSYSU-2 Stock No. 1010206 Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 GENERAL INFORMATION OPTIONAL COVER TAMPER SWITCH The OSYSU is used to monitor the. open position of an OS . A field installable cover tamper switch is available as an option & Y (outside screw and yoke) type gate valve. This device is which maybe used to indicate removal of the cover. See ordering available in two models; the OS'YSU-1, containing one set of information on page 4. SPDT (Form C) contacts and the OSYSU'-2, containing two sets TESTING I., of SPDT (Fonn C) contacts.,These switches mount conveniently , contacts., These The OSYSU and its associated protective monitoring system to most OS & Y valves ranging in size from 2" to 12" (50mm to 300mm). They will mounton some valves as small as 1/2" should be inspected and tested in accordance with applicable 12 , mm1. . NFPA codes and standards and/orthe authority havmgjurisdiction '. , (manufacturer recommends quarterly or more frequently). The cover is held in place b.' two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the,building owner or responsible party. Replacement or additional cover screws and hex keys are available. See ordering information on page 4. Potter Electric Signal Company 2081 • Craig Road, St. Louis, MO, 63146-4161 Phone: 800-325-3936/Canada 888-882-1833 wwwpottersignal.com PRINTED IN USA , . ,• IviKT. #8820004 - ary P PAGE 1 OF 4 i2l0i OSYSU-11 -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH FIG. 1 SMALL VALVE INSTALLATION - 1/2" THRU 21/2" (12,5mm THRU 63,5mm) SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES, THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2' (12,5MM). S-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. S CLAMP BAR. CARRIAGE •C SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET DWG. #979-3 SMALL VALVE INSTALLATION Remove and dj.'qard "C" washer and roller from the trip rod With the valve in the FULL OPEN position, locate the OSYSU across the valv&yoke as far as possible from the valve gland, so that the trip rod-Jays against the non-threaded portion of the valve stem. Loosen the locking screw that holds the trip rod in place and adjust the rod:length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE:. If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the 1" (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeatStep 3 procedure. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valvs with limited clearance use I-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU Mark the valve stern at the center of the trip rod. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered on the mark on the valve stem utilizing a 3/16" (4,8mm) round, non-tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. Mount the OSYSU with the trip rod centered in groove. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stern groove and that the switches activate when the trip rod moves out of the groove. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MET. 98820004 - REV P PAGE 2 OF 4 12/01 [i FIG. 2 H LARGE VALVE INSTALLATION - 3" THRIJ 12" (76mm THRU 300mm) SIZES 3" THRU 12"' (76mm THRU 300mm) VALVES BRACKET USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE CLAMP BAR IS SUFFICIENT CLEARANCE. CARRIAGE BOLTS . SLOTTED MOUNTING (2 REQUIRED) HOLES. MAY BE USED / II ROLLER FOR FINE ADJUSTMENT / II GROOVE OFSWITCH ON BRACKET. YOKE VALVE STEM TRIP ROD .WG. #979-4 GLAND LARGE VALVE INSTALLATION 1. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non-threaded portion of the valve stem. 2.: Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: if trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one 1." (25mm) long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. A. Mark the valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/8' (3,2mm) deep groove centered on the mark of the valve stem utilizing a 3/8" (9,5mm) round, non-tapered file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. Mount the OSYSU loosely with the trip rod centered in groove. Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stein groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. r -r-- PRINTED 04 USA MKT. 48820004 - REV P • PAGE 3 OF 4 12/01 ORDERING INFORMATION MODEL DESCRIPTION STOCK NO. OSYSU-1 Outside Screw & Yoke-Supervisory Switch (Single switch) 1010106 OSYSU-2 Outside Screw & Yoke-Supervisory Switch (Double switch) 1010206 -- Cover Screw 5490344 -- Hex Key for Cover Screws and installation Adjustments 5250062 -- Optional Cover Tamper Switch Kit 0090131 For pressure reducer type valve installation kits (if required) contact valve manufacturer. OPEN VALVE POSITION COW. SW #1 COW. I SW #2 CLOSED VALVE POSITION .01 SW #1 C. C OM SW #2 DWC. #979-2 (E)POTTER OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH FIG. 3 DIMENSIONS FIG. 4 PARTS FOR C( ROW Row ROD ROD TtNOEO 1r-, ORG. fl79-O 9-9 WREAKING EXCESSIVE ROD LENGTH FIG.5 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL ,.,..,.. MING JtG0 0 OWC. #923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT NO. INDICATING TO POWER FOR COJ1.N.C. DEVICE INDICATING DEVICE I TO SUPERVISORY CIRCUIT N.O. END OF OF CONTROL PANEL LINE COM. N.C. c RESISTOR i DWG. #979-1 Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION PRINTED IN USA MKT. 98820004 - REV P PAGE 4 OF 4 12/01 POTTER UL, ULC, and FM Approved The Symbol of Protection PBA-AC & MBA-DC 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 Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK- 1 weatherproof backbpx Model BBX- 1 deep weatherproof backbox These Orating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and hjh decibel ratings. The unit mounts on a standard 4(101mm) square electrical box for indoor use or on a model BBK-I weatherroof backbox for outdoor applications. Weatherproof backbox model BBK- 1, Stock No. 1500001. ALL T)C BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: iS.ize inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) H6 (150) 12VDC MBA126 1750070 .12A 85 76 8 (200) 12VDC MBA128 1750080 .12A 90 77 10 (250) 12VDC MBA1210 1750060 .12A 92 78 6 (150) 24VDC MBA246 1750100 .06A 87 77 8 (200) 24VDC MBA248 1750110 .06A 91 79 10 (250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024 .17A 91 78 8 (200) 24VAC PBA248 1808024 .17A 94 77 10(250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 .05A 92 83 8(200) 120VAC PBA1208 1808120 .05A 99 84 10(250) 120VAC PBA12010 1810120 .05A 99 86 Notes: 1: Minimum 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 (-34° to 66°C). 2 Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT, 48150001 - REV V PAGE I OF 2 MFG. #5400776 - 10/06 DIMENSIONS INCHES (mm) FIG. 1 BELLS FN 1 (2 0) 1 (200) (150) L: 2 11/16" (68) D\VGI 775-I FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE (105) DWOS 775-2 FIG. 3 WIRING (REAR VIEW) A.C. BELLS ta -LLI .1 . WHITE (IN) . WHITE (OUT) 0 FROM CONTROL PANEL OR PRECEDING BELL 0 BLACK (M C-L-C-T) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN NOTES: I. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWG, 175-2 ) INSTALLATION The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED ON USA . MET. 48850001-Ravv PAGE 2OF2 MFG. #5400776 - 10/06 8)FIRES-TOPPING, [1 r- . -' -. , • [I: TECHNICAL DATA SHEET BOSS® 136 Fireblock/Draftstop Sealant DES CFUPTON BOSS® 136 Fireblock/Draftstop Sealant is a single component fire rated sealant and is a noncombustible filler caulking used for fireblocking applications in the annular space around wires, pipes, ducts, vents, cable lines and other penetrations to the building envelope. It is a non-slumping sealant that sets to form a hard surface. BOSS® 136 can be applied to any gap or penetration where the specification is noncombustible and/or ASTM-E136 rated. BOSS® 136 is to be used for interior applications only. The noncombustible specification is common to one and two family construction and to non-rated penetrations in multi family and commercial construction. BOSS® 136 is colored red for ease of inspection. In the event of a fire BOSS® 136 will prevent the spread of fire, smoke and toxic gases through penetration openings. BOSS® 136 has been tested and meets the American Society for Testing Materials E-1 36. To pass this test a material must withstand 1,400 degrees Fahrenheit without exhibiting signs of flaming after the first thirty seconds in the test apparatus. BOSS® 136 serves to form a 'gasket or seal against air infiltration" as required by the Model Energy Code in both the performance and prescriptive versions. BOSS® 136 Applicable Standards include: UBC page 1-387, 1997 editions CABO Section 602.7 item 4, 1995 edition BO CA (NBC) 704.4.1.11996 ASTM E-136 [UiJi BOSS® 136 is completely non toxic and contains no asbestos or PCBs. Noncombustible Applied with a conventional caulking gun Easily applied sealant with water clean up capabilities An accredited fire block/smoke seal caulk Single component system, no mixing necessary and no additions required Meets residential construction code approvals including I.R.C. For interior applications only Available in NEW 11.0 Oz. Net Wt. aerosol can Excellent adhesion to a wide variety of substrate material HO' TO USE Cut nozzle to desired bead size. Insert cartridge into standard caulking gun. .0a smooth seal, hold at 450 angle and apply by pushing sealant ahead of nozzle. Apply at 40°F or above. To ensure good adheion, all surfaces should be clean and free of dust, oil, loose materials or any Qther substances. Make sure that BOSS® 136 makes complete contact with the entire surface of the opening and alsothe surface of the penetrating items. Always follow cartridge directions. Clean the area to be treated so that it is free of all particles and debris. For large openings, mineral wool fibers can be used as a backer to help hold the product in place until cured. Steel screen wire can be stapled in place over the material when a large opening is overhead or configured such that the material will not support its own weight during cure. PERATURE RANGE BOSS® 136 freezes in the cartridge at temperatures below 32°F. The product can be warmed and applied at any temperature but will not cure below 40°F. :Freeze thaw cycles do not alter the cured product. Cure time may exceed 72 hours at non-freezing temperature. Keep from freezing Do not take internally Keep out of reach of children CON TA- fINS Sodium Silicate CAS# 1344:-09-8 SPECIFICATIONS Meets ASTM E-1 36, standard test method for behavior of materials in a vertical tube furnace at 1400°F. Conforms to BOCA National Building Code (1996), CABO one and two family dwelling code (1995), Uniform Building Code (1997) Section 796, Fire Block and Draft Stop. BOCA-SBCCI- ICBO-NFPA Building Codes. Consult your local code official for the proper use of product. I FILL, VOID OR cAvrrr' MATERIALS I sSi1,( FOR USE IN THROUGH-PENETRATION I ® FIRESTOP SYSTEMS I I SEE UL DIRECTORY OF PRODUCTS I US CERTIFIED FOR CANADA AND UL FIRE I RESISTANCE DIRECTORY I I 9NA6 ALSO CLASSIFIED IN ACCORDANCE WITH ASTM E 136-96a, 'Standard test method for the behavior of materials in a vertical tube furnace at 750'C." COLOR BOSS® 136 Fireblock/Draftstop Sealant is red in color for ease of inspection. BOSS® 136 Fireblock/Draftstop Sealant is available in standard caulking cartridges and 28 Fl, Oz. cartridges, 5 gallon pails and 11.0 Oz. Net Wt. aerosol cans. STORAGE AND SHELF LIFE When stored in the original Unopened containers at or below 90°F (32°C), BOSS® 136 Fireblock/Draftstop Sealant has a shelf life of 12 months from date of shipment. In Countries where high heat and humidity are a factor, special precautions must be taken. Store product in a covered, well- ventilated warehouse and avoid excessive heat conditions. Storage in high heat, high humidity conditions may reduce shelf life by up to 30%. Rotation of stock is an absolute necessity. Cartons should always be stacked upright with the nozzle tip pointed upwards. DO NOT stack cartons on their side. NEVER stack cartons more than 8 high. DO NOT store within 1 meter (4 feet) of roofline of the warehouse or storage building. The information and data contained herein is believed to be accurate and reliable; however, it is the user's responsibility to determine suitability of use. Since the supplier cannot know all the uses, or the conditions of use to which these products may be exposed, no warranties concerning the fitness or suitability for a particular use or purpose are made. It is the user's responsibility to thoroughly test any proposed use of our products and independently conclude satisfactory performance in the application. Likewise, if the application, product specifications or manner in which our products are used requires government approval or clearance, it is the sole responsibility of the user to obtain sure authorization. The supplier warrants only that its products will meet its specifications. There is no warranty of merchantability or fitness for use, nor any other express or implied warranty. The users exclusive remedy and the suppliers sole liability is limited to refund of the purchase price or replacement of any product shown to be otherwise than as warranted. The supplier will not be liable for incidental or consequential damages of any kind. Suggestions of uses should not be taken as inducements to infringe any patents. MADE IN U.S.A. PRODUCTS Accumetric, LLC Accumetric Asia Pacific, LTD 350 Ring Road 18 Kitpanit Bldg. 5th Floor Elizabethtown, #502 Patpong Road Kentucky 42701 USA Suriyawong, Bangrak 800-928-BOSS(2677) Bangkok, 10500 Thailand TEL (270)769.3385 TEL (662)634.3060 FAX (270)765-2412 FAX (662)634-3066 Outside U.S. TEL +1(270)769-3385 FAX +1(270)765-2412 www.bossproducta.com Ct. . 041708T05136 . BOSS is registered trademark of Accumerric, LLC Pagel 6 Print Rev. Date 02/20/2007 MSDS Document Product BOSS® 136 Fireblock/Draftstop Sealant I Chemical Product and Company Identification Trade Name of this Product BOSS® 136 FireblocklDraftstop Sealant Synonyms 03221 PK1 0, 03425RD10, 03467RD01 03482RD17, C39040RD MSDSID BOS$136 Manufacturer Phone Number • Accumetri., LLö (270) 769-3385 350 Ring .oad emergency Phone Elizabethtown, KY 42701 CHEMTREC (800) 424-9300 • . Revision Date 2/2012007 S. Fire Heatth Reactivity Reactivit Specific SpeclificF 2. Composition and Information-on Ingredients ' Ingredient CAS Number Weight % ACGIH TLV PEL Sodiurnilicate 1344-09-8 20%-60% Aluminithhydrxide 21645-51-2 20%-60% 10mg/rn 10mg/rn Water. • 7732-1-5 10%-Max 0 Clay . - -1302-78-9 2%-10% Iron oxide • 1332-37-2 1%-3% 3. Hazard Identification Primary Routes of Entry 'skin Inhalation, contact Eye Contact. May cause-eye irritation. STEL Page 6 Print Rev. Date 02120/2007 MSDS ID B055136 BOSS® 136 Fireblock/Draftstop Sealant Skin Contact May cause skin irritation. Inhalation No known effects Ingestion May cause irritation Do not induce vomiting. 4. First Aid Information Eye Contact Flush eyes, with plenty of water for at least 15 minutes, occasionally lifting upper and lower eyelids. Check for and remove any contact lens. Do not use an eye ointment without seeking mdical attention, Skin Contact Thoroughly wash exposed skin with soap and water. Inhalation Remove to fresh air. If symptoms persist, obtain appropriate medical attention. Ingestion Do not induce vomiting. Immediately drink two glasses of water. Never give anything to an unconscious person. Get medical attention. Cpmments Treat according to persons condition and specifics of exposure. 5. Fire Fighting Measures Flash Point Not determined Flammability Limits in Air Not applicable Extinguishing Media Carbon Dioxide, Dry Chemical, Foam Use water fog to cool material in vicinity of fire. Special Fire Fighting Procedures Breathing apparatus required when fighting fires in enclosed spaces. Unusual Fire or Explosion Hazards N one known Hazardous Decomposition Products Thermal breakdown of this product during fire or very high heat conditions may evolve the following h azardous decompositi on products: None known Page 6 Print Rev. Date 02120/2007 MSDS ID BOSS136 BOSS® 136 Fireblock!Draftstop Sealant Accidental Release Measures Steps to be taken in case of spill or release Observe all personal protection equipment recommendations. Soak up with inert absorbent. Store in a partly filled, closed container until disposal. Local, state and federal regulations may apply to releases and disposal of this material, as well as those materials and items employed in cleanup of releases. Handling and Storage Handling Avoid eye contact and repeated prolonged contact with the skin. Keep out of reach from children. Storage Store in a cool dry place. Protect from freezing and excessive heat. Store away from caustics and oxidizers. Exposure Controls and Personal Protection Eye Protection Safety goggles or glasses with side shields are recommended. Skin Protection Impervious gloves are suggested. Ventilation Good general ventilation should be sufficient. Respiratory Protection If engineering controls do not maintain airborne concentrations of hazardous ingredients below TLV, then a NIOSH!MSHA approved organic vapor respirator should be used. Not required under normal usage and adequate ventilation. Ingestion Do not eat, drink or smoke during work. Physical and Chemical Properties S Physical State, Specific Gravity Density lbs/Gal. C olor/Appearance Odor pH Boiling/Cond.. Point Melting/Freezing Point Solubility Paste 1.9 15.85 Red Slight 12 100C 00 Dilutable in wet stage Page 6 Print Rev. Date 0212012007 MSDS ID BOSS136 BOSS® 136 FireblocklDrafistop Sealant S Evaporation Rate Slowerthan n-butyl acetate VOC % 0 grams/liter Percent Volatile 20 Viscosity 750,000 cPs Vapor Density Lighter than air Vapor Pressure Not determined Note The above informationis not intended for use in preparing product specifications. Contact Accumetric LLC before writing specifications. 10. Stability and Reactivity Chemical Stability Stable Hazardous Polymerization Will not occur Conditions to Avoid Excessive heat and freezing. Materials to Avoid I Incompatibility Reacts with acids, ammonium salts, reactive metals, and some organics. Toxicological Information Special Hazard Information on Components No known applicable information. Component Toxicology Information No known applicable information. Ecological Information Environmental Fate and Distribution Complete i.rforrnation is not yet available. Environmèntàj Effects High pH isarniful to aquatic life. Fate and Effects in Waste Water Treatment Plants Complete infQrmation is not yet available. Disposal Considerations Waste Disposal Method We make no guarantee or warranty of any kind that the use or disposal of this product complies with all local, state, or federal laws. It is also the obligation of each user of the Page 6 Print Rev. Date 0212012007 MSDS ID BOSS136 BOSS® 136 Fireb lock/Draft stop Sealant product mentioned herein to determine and comply with the requirements of all applicable statutes. This product is not known .to be regulated under RCRA regulations. Disposal of unused portions of this product and process waste containing this product should be done only after a careful evaluation and in compliance with all federal, local and state laws. Transportation Information Ocean Shipment (IMDG) Not subject to IMDG code. Air Shipment (IATA) Not subject to IATA regulations. DOT Road Shipment Information Not subject to DOT. Regulatory Information The contents of this MSDS comply with the OSHA Hazard Communication Standard 29 CFR 1910.1200. S TSCA Status All chemical substances in this material are included on or exempted from listing on the TSCA Inventory of Chemical Substances. California Proposition 65 This product contains the following chemical(s) listed by the State of California under the Safe Drinking Water and Toxic Enforcement Act of 1986 (Proposition 65) as being known to cause cancer, birth defects or other reproductive harm: None known SARA Title Ill Section 302 Extremely Hazardous Substances None SARA Title Ill Section 304 CERCIA Hazardous Substances None SARA Title Ill Section 311/312 No components subject to 40 CFR 370 SARA Title Ill Section 313 Toxic Chemicals None present or none present in regulated quantities. Other Information Disclaimer 0 i The data contained herein is based upon information that Accumetric LLC believes to be Page 6 Print Rev. Date 02/20/2007 MSDS ID B05S136 BOSS® 136 FireblockJDrastop Sealant reliable. Users of this prduct have the responsibility to determine that suitability of use and to adopt all necessary precautions to ensure the safety and protection of property and persons invoIvedin said use. All statements to suggestions are made without warranty, expressed or imied, regarding the accuracy of the information, the hazards connected with the use of the-material or the results to be obtained from the use thereof. J FS-ONE Technical Data based cscent Acrylic Jispelsion Sed ci 4F ,5 C t0 .tOC )x, 20-30 min, AperCsas Product FS-ONE. High Performance ~71 Intumescent Firestop Sealant Product description Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Product features Smoke, gas and water resistant after material has cured Contains no halogen, solvents or asbestos High fire rating propeCties Water based, easy to Clean Protects most typical firestop penetration applications Can be painted Single component systems available Meets LEEDTM reqitirepients for indoor environmental quality credit 4.1 Low Emitting Materials, Sealants and Adhesives and 4.2 Paints and Coatings Areas of application Steel, copper and EMT pipes Insulated steel and copper pipes Cable bundles Closed or vented plastic pipes HVAC penetrations For use with Concrete, masonry, drywaki and wood floor assemblies Wall and floor assemblies rated up to 4 hours • Examples Sealing around plastic pipe penetrations in fire rated construction Sealing around combustible and non-combustible penetrations in fire rated construction Installation instructions for FS-ONE <> E FILL V00 OR cp,,rry . '3ERIAL FIRESTOP5'STEtS , Si'1EM cfe'rlkll. FOR use a' mRouca-l-pnNErRATIoN SEE UL CF 5 RElSW45 OIRECTORY I eevr . APPROVED Smoothing of firestop sealant: To complete the seal, tool immediately to give a smooth appearance. Excess sealant, prior to curing, can be cleaned away from adjacent surfaces and tools with wate Leave completed seal undisturbed for 48 hours. For maintenance reasons, a penetration seal coLd be permanently marked with an identification plate. In such a case, mark the identification plate and fasten it in a visible position next to the seal. Not for use High movement expansion joints Underwater C'n materials where oil, plasticizers or solvents may bleed i.e. impregnated wood, oi' based seals, green or partially vulcanized rubber In, any penetration other than those specifically cescribed in this manual or the lest reports Stcrage Store only in the r ginal packaging in a locatior protected from moisture at temperatures between 43F (5CC) and 86*F (30C) Observe expiration date on the packaging FL 6. 1. Clean opening. 2. Pack mineral wad. 3. Apply FS-:NE. 4. srrranth E. Suave completed 6. Fasten Identrfll,uaton lit required) P5-ONE. seal undisturbed for 411 plate ft requi,sdl. Sown. It!t r Aw 1J JL , 1. clean opening. 2. Pack mineral wool. 3. Apply VS-ONe. 4. S-rroath E. Laws completed 6. Fasten lit required) nSflNE seal undisturbed fur 43 identification title (it FeLts required). HiltL Outperform. Outlast. Notice Before handling, read Material Safety DataSheet and product label for safe usage and health information. Instructions below are general guidelines - always refer to the applicable drawing in,the UL Fire Resistance Directory or Hilt! Firestop Sybtems Guide for complete installation informattbn Opening Clean the openihg. Surfaces to wIich FS-ONE will be applied should be cleaned of loose de*is, dirt, oil, moisture, frot And wax. Structurép.suporting penetrating items must be installed in cothpliartce with local building and electrical standards. Application of firestop sealant Install the prescribed backfilling material type and depth to obtain the desired rating (if requir). Leave sufficient depth for applying FS-ONE. Application of firestop sealant: Apply FS-ONE to the required depth in order to obtain the desired fire rating. Make sure FS-ONE contacts all surfaces to provide maximum adhesion. For application of FS-ONE use a standard caulking gun, foil pack gun, bulk loader and bulk gun. With FS-ONE buckets, Graco type sealant pumps may be used. (Contact pump manufacturer for proper selection). 0 Inc. (U.S.) 1-800-879-8000 • www.ushiItLcom • en español 1-800-879-5000 • Hilti Firestop Systems Guide 2007 MSOS No.: 259 Revision No.: 010 Revision Date: 08117/04 Page: 1o12 .Product name: FS-ONE High Perforniarice Intumescent Firestop Sealant Description: One-part acrylic-based sealant Supplier: Hilti, Inc. P.O. Box 21148 Tulsa, OK 74121 Emergency # (Chem-Trec.): 1 800 424:9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) INGREDIENTS AND EXPOSURE LIMITS Ingredients: CAS Number: PEL: TLV:.STEL. Polyacrylate dispersion Mixture NE NE .. Calcium carbonate 001317-653 .5 mg/rnT) 10mg/rn3 (T)NE Zinc borate 138265-88-0 NE NE NE ............................ Ammonium polyphosphate .. NE .E Talc 014807-96-6 20 rnppcf 2 mg/rn3 NE Expandable graphre 012777-87-6 5 mg/m, (T) 2 mg/rn (1) NE Ethylene glycol 000107-21-1 NE C 100 mg/ml (A) NE Polybutene 00900.3-29-6 NE NE NE Iron oxide l9 - ..:1 10 Vv- ................................NE . Glass filament 06599717-3 NE . 5.m..........................NE Silicon dioxide 014808 60-7 0.1.06 mg/m, (1) _P11. mg/m, (T) NE Water .007732-i 8-5 NE NE NE Abbreviations: PL = OSHA Permissible Exposure Limit. TLV ACIH Threshold Limit Value. 0 Ceiling. STEL = Short Term *pbsure Limit. NE =.None Etabiished. NA.= Not Applicable. (1) indicates astotaldUs1". (R) indicates .as re$pirable fraction", (A) indicates "as an aerosol'. mppcf = million particles per cubic foot. PHYSICAL DATA ..-......... .. Appearance: . Red paste. Odor: Odorless. Vapor 1) . Not determined. VaporPessure 23mbar @ 200 / 68F oiling Point: Not applicable. voc content: 750 g/L. Evaporation Rate Not applicable Solubility in Water Soluble Specific Gravity: J : 1.5 pH:. Not determined. FIRE AND EXPLOSION HAZARD DATA. Flash Point.-Non-flammable. on- iammable Limits: Not app..ble. Extinguishing Media Not applicable Use extinguishing media as appropriate for surrounding fire Special Fire Fighting Procedures None known Use a self-contained breathing apparatus when fighting fires involving chemicals. Unusual Fire and Explosion Hazards: None-known. Thermal decomposition products can be formed such as oxides of carbon, sulfur and phosphorous. REACTIVITY DATA Stability: Stable Hazardous Polymerization- Will not occur. Incornpatibiirty, Strong acids peroxides and oxidizing agents Decomposition ProductsA Thermal decomposition can yield CO and CO2 Conditions to Avoid: . None known, HEALTH HAZARD DATA Known Hazards: . None known. Signs and .Symptoms of Exposure: Possibly irritating upon contact with the eyes or upon repeated contact with the skin Medical Conditioné . Eye and skin conditions. Aggravated by Exposure: Routes of Exposure: Dermal, Hilti Firestop - Saving Lives through innovation - arid education Hilti. Outperform. Ouliast. 1-800-879-8000 • wWw.us.I-'ltj.co-n. - -80-879-000. --- -8C3-363-4458 www.hiltLca IVISOS No.: 255 Revision No.: 010 Revision Date: 08/17/04 Page: 2012 . Carcinogenicity: :IARC classifies crystalline silica quartz sand) as Group I based upon evidence among workers in industries where there has been tong-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this classification is not relevant. Based upon the nature and intended use of this product, it does not pose an increased cancer risk to workers. EMERGENCY AND FIRST AD PROCEDURES Eyes:trnmediate!y flush with plenty of water. Call a physician if Symptoms occur. Skin Immedibtely wipe off material and wash with soap and water. Material. can .adhere to the skin. If material has. adhered:to the Skin, use an abrasive containing hand cleaner. If material does net come off, buff with a pumice ...... lnhalat,iori: Move victim to fresh air ! discomfort develops. • • ..... .physician . . sy ptonispt. Ingestion: Seek-medical attention. Do not induce vomiting unless directed by a physician. If a large quantity was ingstéd, give. 1 to 2 glasses of water to dilute. Never give anything by mouth to an unconscious person. . Other: Referral to •a physician is recommended if there isany question about the seriousness of the injury/exposure. C NT RO.L MEASURES AND. PERSONAL PROTEOTIVE EQUIPMENT Ventilation! General (natural or mechanically induced fresh air movements). Eye ProtectIon .Not required, however, safetygiasses should be worn Jnmost industrial settings, Skin Protection: Avid skin contact Cloth gloves are suitable for hand protect!on .. ........* ........ Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH- approved respIrator with organic vapor cartridges Never enter a confined space without an appropriate air-supplied respirator. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Storing Precautions: Store in a cool, dry area preferab!y between 40o. and 770 F. Keep from freezing; Do not store indirêbtsUnliht, Avoid contact with the eyes.or skin. Practice good: hygiene;: i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach 0.children. FollOw label/usenstruc...... Spill Procedures: Immediately wipe sway spilled material before it hardens. Place in a container for proper disposal in aôcOrdance with all.àpplicablslocal, state, or federal requirements. REGULATORY INFORMATION Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard .29 CFR 1910.120.0. . HMIS• Codes: Health i, Flammability o, Reactivity.0 PPE DOT Shipping Name: Not regulated. IATA ICAO Shipping Name: Not regulated. TSCA Inventory Status: Chemical components listed on TSCA inventory. SARA Title Ill, Section 313: This product contains < 3% ethylene glycol (CAS 107-21-1) and <15% zinc bOrate (re: zinc compounds) which are subject to reporting under Section 313 of SARA Title .111(40 CFR Part 372). . EPA, 'Waste., C.ode(s):Not regidated by EPA as a hazardOus waste. Waste Disposal. Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety,.health and environmental regulations. CONTACTS Customer Service: 1 800 879 8000 Technical Service: 1 800 879 8000 Health 1!fetY... .......................................................................... 1800 8796. 11000 Jerry Metcalf (x6704) . . r...*Y m:Tre...1 800 0 (Y. R Virgin Islands, Canada); 001 703 527 3887 (other countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or. implied is made with respect to the informatiOn provided. .Hiti Ffretop Saying Liv t through intlovation .educ HIItL Outperførr .... O.UTh StW .. and 1-lilt4 Inc 1U S 1 800 879 8000 • www us hiltt corn • er. i.1 1 800 879 5000 i nt" 1 800 363-4458 www hilU ca .Certificati Number 20.060.214-RI3240E Report Reference 2006. Feruary 14 Issue Date 2006 February 14 Page lof I U Underwriters ® L Laboratories Inc.. Issued tO; Hit', Er..c. 540.S 12 ;ND:FastAve Tulsa, OK 7.4146: USA This is to cer4fy that .rep.resefltative samples. of Fit!,. Void or C :ty .at:erjaI.s FS-ONE. Have hem iinsri,'ated by Undeneriter% laboratories !nc.1 in acordaiicc 1111/? rite Slandmfi%) indicahJ on this Cerriticart'. Star i:(s) for Safety: .ANSL'UL .14.79, N/tJL. 20.79, CAN/LJLC.S;i 15O5 Additional Jvfiir,nation: FS-ONE Sealant for use in Joint Systems and FS-ONE for use in Through- Penetration Firestop Systems as currently described in the UL Fire Resistance Directory. Only those pr d iits hc;i ring the U L ClasJ 0-slilcaLion Marh should be considered as being covered by UL's s ( l:IitR:iIII)II and lilli'- I; service. The UL Classification N4ak includes UL in a circle symbol ) with the word "CLASSIFIED" (as shown); a control nuthber (may b alphanumeric) assigned by UL; a statement to indicate the extent of UL's evaluation of the product and the product category name (product. i.dePtity) as indied n the apprpriat UL Directory. Look for the U.L Classification Mark o.h the product Issued S Reviewed by: 4661n~i.Couloute Christopher. on Ucderwr.iters Jaboratories Inc. . Underwriters L6r4tories Inc. 0 IYIs7LI,J 'J.. Z.JCJ Revision No.: 010 Revisi:0h1 Date: 08/17/04 MATERIAL SAFETY DATA SHEET Product name: FS 'ONE High Performance Intumescent Firestop Sealant Description: One-part acrylic-based sealant Supplier: Hilti, Inc. P.O. Box 21148, Tulsa, OK 74121 Emergency # (Chem-Trec): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) INGREDIENTS AND EXPOSURE LIMITS Ingredients: CAS Number: PEL: TLV STEL: Polyacrylate dispersion Mixture NE NE NE Calcium carbonate 001317-65-3 5 mg/m3 (T) 10mg/rn3 (T) NE Zinc borate 138265-88-0 NE NE NE Ammonium polyphosphate 068333-79-9 NE NE NE Talc 014807-96-6 20 mppcf 2 mg/m3 NE Expandable graphite 012777-87-6 5 Mg/M3 (T) 2mg/rn3 (T) NE Ethylene glycol 000107-21-1 NE 0:100 mg/rn3 (A) NE Polybutene 009003-29-6 NE NE NE Iron oxide • 001309-37-1 10mg/rn3 5 Mg/M3 NE Glass filament 065997-17-3 NE 5 mg/m3 (T) NE Silicon dioxide 014808-60-7 0.05 Mg/M3 (T) 0.1 mg/m3 (T) NE Water 007732-18-5 NE NE NE Abbreviations: PEL OSHA Permissible Exposure Limit. TLV = ACGIH Threshold Limit Value. C = Ceiling. STEL = Short Term Exposure Limit. NE = None Established. NA = Not Applicable. (1) indicates "as total dust". (R) indicates "as respirable fraction". (A) indicates "as an aerosol". mppcf =million particles per cubic foot. PHYSICAL DATA Appearance: + Red paste. Odor: Odorless. Density: (air- 1) • Vapor Not determined. Vapor Pressure: 23mbar © 200 / 68F Boiling Point: Not applicable. VOC Content: 75.0 g/L. Evaporation Rate: Not applicable. i Solubility in Water: Soluble. Specific Gravity: - 1.5 pH: Not determined. FIRE AND EXPLOSION HAZARD DATA Flash Point: • Non-flammable. Flammable Limits: : Not applicable. Extinguishing Media: Not applicable. Use extinguishing media as appropriate for surrounding fire. Special Fire Fighting None known. Use a self-contained breathing apparatus when fighting fires involving chemicals. Procedures: Unusual Fire and Explosion None known. Thermal decomposition products can be formed such as oxides of carbon, sulfur Hazards: and phosphorous. REACTIVITY DATA Stability: Stable. Hazardous Polymerization: Will not occur. Incompatibility: . Strong acids, peroxides, and oxidizing agents. Decomposition Products: Thermal decomposition can yield CO and 002. Conditions to Avoid: None known. HEALTH HAZARD DATA Known Hazards: • None known. Signs and Symptoms of Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Exposure: Conditions Eye and skin conditions. .Medical Aggravated by Exposure: Routes of Exposure: + . Dermal. HILTI ® is a registered trademark of Hilti Corp. Carcinogenicity IARC classifies crystalline silica (quartz sand) as Group I based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not )iosea dust hazard; therefore, this classification is not relevant. Based upon the nature and ihtended use of this product, it does not pose an increased cancer risk to workers. EMERGENCY AND FIRST AID PROCEDURES Eyes: . I Immediately flush with plenty of water. Call a physician if symptoms occur, Skin: Immediately wipe off material and wash with soap and water. Material can adhere to the skin. If riiaterial has adhered to the skin, use an abrasive containing hand cleaner. If material does not come off, buff with a pumice stone. Inhalation: 1Move victim to fresh air if discomfort develops. Call a physician if symptoms persist. Ingestion: §eek medical attention. Do not induce vomiting unless directed by a physician. If a large quantity Was ingested, give 1 to 2 glasses of water to dilute. Never give anything by mouth to an unconscious person. Other: . Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT Ventilation: General (natural or mechanically induced fresh air movements). Eye Protection::Not required, however, safety glasses should be worn in most industrial settings. Skin Protection Avoid skin contact. Cloth gloves are suitable for hand protection. Respiratory Protection: None normally required. Where ventilation is inadequate to control vapors, use a NIOSH- approved respirator with organic vapor cartridges. Never enter a confined space without an appropriate air-supplied respirator. PRECAUTIONS FOR SAFE HANDLING AND USE 'Handling and Storing Store in a cool, dry area preferably between 400 and 77° F. Keep from freezing. Do not store in Precautions: direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene; i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach of children. Follow label/use instructions. Spill Procedures: . immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local, state, or federal requirements. REGULATORY INFORMATION Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. HMIS Codes: Health 1, Flammability 0, Reactivity 0, PPE B DOT Shipping Name: ' Not regulated. AlA / ICAO Shipping dame: Not regulated. TSCA Inventory Status: Chemical components listed on tSCA inventory. SARA Title Ill, Section 313: This product contains <3% ethylene glycol (CAS 107-21-1) and < 15% zinc borate (re: zinc compounds) which are subject to reporting under Section 313 of SARA Title III (40 CFR Part - 372). EPA Waste Code(s): Not regulated by EPA as a hazardous waste. Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. CONTACTS Customer Service: 1 800 879 8000 Technical Service: 1 800 879 8000 Health / Safety: 1 800 879 6000 Jerry Metcalf (x6704) Emergency # (Chem-Trec): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 259, Page 2of2 9)BACKFLOW MODEL 350ADA with OS&Y option -.•. '. - :•021 ECIFICATON [I: (with OS&Y gates) (with BGVIC valves) FEATURES Sizes: LI 2 1/2" LI 3" LI 4" LI 6" U 8" LI 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) A\MNA C606 (Flanged) ANSI B16.1 Class 125 OPTIONS (Suffixes can be combined) LI - with flanged end OS & Y gate valves (standard) LI L - less shut-off valves (grooved body connections) LI LM - less water meter LI - with remote reading meter LI - with gpm meter (standard) LI - with cu ft/min meter LI C - with grooved end OS&Y gate valves LI FG - with flanged inlet gate connection and grooved outlet gate connection LI P1 - with Post Indicator Gate Valves (4-10') LIBGVIC - ,with grooved end butterfly valves ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model XT) U OS &Y Gate valve tamper switch (OSY-40) LI Test Cock Lock (Model TCL24) DIMENSIONS .& WEIGHTS (do not include pkg.) MODEL 350ADA SIZE in. mm WEIGHT WITHOUT GAES lbs. kg WITH OS&Y GATES (GXF) lbs. kg WITH OS&Y GATES (GXG) lbs, kg /4TH BUTTERFLY VALVES (GXG) 9s kg 2 1/2 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124.4 56.5 4 100 91 41.3 245 111 219 99.4 123 55.8 6 150 F141 64 377 171 347 158 193 87,6 8 200 302' 137 778 353.2 754 342.3 410 186 10 250 355. 161 1040 472.7 918 416.5 527 239.3 APPLICATION Designed for installation on potable water lines connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (HORIZONTAL & VERTICAL) ASSE® Listed 1048 AWNA Compliant C510 (with gates only) CSA® Certified (4-8") UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA22I-04M-2 (2 1/2-8") MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed MODEL 350ADA with BGVIC option MODEL DIMENSION (approximate) ________ 350 ADA SIZE in I mm A in mm A WITH BUTTERFLY VALVES in mm B LESS GATE VALVES in mm C in mm D in mm OS&Y OPEN in mm E OS&Y CLOSED in mm E WITH BUTTERFLY VALVES In mm F in mm G in mm 21/2 65 35 1/8 892 32 1/8 816 20 1/81511 4 1/2 114 9 229 163/8 416 137/8 352 8 203 6 152 71/4 184 3 80 36 1/8 918 33 838 201/8 511 41/21 114 9 229 187/8 479 155/8 397 8 152 71/4 184 4 100 381/47972 33 1/4 845 197/8 505 4 1/21114 9 229 223/4 578 181/4 464 9118 152 8 203 6 150 471/4 1200 401/4 1022,257/8 657 51/2 140 101/2 267 301/8 765 233/4 603 101/8 T2577 178 10 254 8 200 62 1575 55 1397 38 1/2 978 10 254 12 305 373/4 959 29 1/4 743 1115/16 21611 279 10 250 645/8 642 58 1/2 148538 1/2 978 10 254 12 305 453/4 1162 35 3/8 899 135/16 12 216 12 305 (Patent No. 5,913,331) Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 1 5288 PROTECTIVE ENCLOSURE 30 MAX. DIRECTION OFF W FLOW CHARACTERISTICS MODEL 350ADA 2 1/2",3" & 4" (STANDARD & METRIC) 51 FLOW RATES (11$) 12.6 25.2 37.9 10 W Co a, w a_ U 0 . 200 400 600 FLOW RATES (GPM) MODEL 350ADA 6', 8" & 10" (STANDARD & METRIC) FLOW RATES (Es) 0.0 . 63.1 126.2 189.3 15 10 Cn A 0 boo 2000 3000 FLOW RATES (GPM) 50.5 104 252.4 104 j 69 p ' Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be thade so that no part of . the unit can be submerged. bJ MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main" body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and 'second chck valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. .. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 11-2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com Page 2of2 AS1oo( Flow Test Record Test Hydrant Location 6 A Hydrant IDNo%N_Size Main.....12_ta .. . Static Residual.......... Pressure Drop.. 7O (PDX 1).....K factor for PDX I__11T2 Flow Hydrant(s) Hydrant 1 location =1LJiE 4ST. 4 9ZtF1 Hydrant.2 location L( '-t - r - Hydrant 3 location U. it Hydrant 1 Pitot 6 PSI GPM: -i Size of Orifice________ Hydrant 2 Pitot .L4 -6 PSI GPM: _L ic' I Size of Orifice 2'h Hydrant 3 Pitot7 PSI GPM: E Sfe of Orifice. 2 172 L Total: 5723 Calculated test and flow data - 0 x PD2 k =Q2 PDI*k Static ..................... Desired Residual.......20 Pressure Drop (PD 2)..1. LO K factor PD 2: Z—n5 x I1..61 divided by fl2 equaIE55_)GPM at 20 psi residual Qi P.D2 k PD I k Comments: . Test conducted for: N 5 #-rzAI.ry LCULeci1c Conducted by: •1 t5D 5 ¶Pr1X ,< -JA Date: 12-02 Time; 1O'.O2 A.ii. AP AS 3UiTTED C I3M) FIRE r E RTENT FROM (HON>,JAN 4 2010 8:10,Si-. 8;0eN.7s218e7771 P 3 rlsbad Municipal Water Distr Potable Water Discharge Event Report Date: 24 (o 9 Location: 62 47 c, Reason for Discharge Event: 1'ijt..i,,iJ Type of Event: Initial Dewatering Water Mains t.st JA- Estimated Discharge Flow: . ej I Mote: Includes flow testing and flushing 1T 5F Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. __ Start Time 10 00 i,i 02. t' A End Time I (J Pre-Dechlorination Residual: Post-Dechlorination Residual: 0 0 1 (less than 0.1 mg/L) pH within limits of 6.0 and 9.0 'fES Upon completion of dewatering, ensure that the flow path Is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water-Sampling Performed by: Comments: - Submitted by: Reviewd by: (Name & Date) (Name & Date) F014 (HON)..JAI'4 4 2010 8 10ST. 8:0e,N=. T21887771 P 4 Flow Test Record Formulas GPM-Flow 2 '/' 4" PSI GPM PSI GPM PSI GPM PSI GPM 1 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 1050 22 2020 7 440 24 820 7 1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 9 1290 28 2280 10 530 30 920 tO 1360 30 2330 11 560 33 950 ii 1430 32 2430 12 580 34 980 12 1490 34 2510 13 610 36 1010 13 1550 36 2580 14 630 38 1040 14 1610 38 2650 15 650 40 1060 15 1660 40 2720 K Factor Formula PD K PD K PD K PD K PD K 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= 5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 .5=. 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11.01 6= 2.63 26= 5.81 46= 7.91 66= 9.61 86= 11.08 7= 2.86 27= 5.93 47= 8.00 67= 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 9.76 88= 11.22 9= 3.28 29= 6.16 49= 8.18 69= 9.84 89= 11.29 10= 3.47.30= 628 50= 827 90= 1136 "5 .... 6,39...: 51= P 8.36 71= 9.99 91= 11,43 l2.. '3,.$3.: .32 6:50 52 8.4.4. 7.2= . 10.07 .92= 11.49 13= 400 33= 6.6.1 53= 853 73= 1014 93= 1156 14 4.16 34= -.6.7'1- 54' 64 " 10.22' '94= .11.63 15= 4.32 35= 6.82 55= . 8.71 75= 10.29 95= 11.69 16= 4.48 36= 6.93 56= .8.79 76= 10.37 96= 11.76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83) 18= 4.76 38= 7.13 58= 8.96 78= 10,51 98= 11.89 19= 4.90 39= 7.23 59= 9.04 79= 10.59 99= 11.96 20= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 Io5 ,35 *PD = Pressure drop K = K factor 110 2.67 FOH (NON)JAN 4 2010 8: 1O.'ST. 8:08No.. 7521887771 P A & D FIRE SPRINKLERS INC. A Division of A & D Companies Contract Sales I Service Department 11465 Woodside Avenue, 2 d Floor Santee, CA 92071 Office: 619.448.1962 FIRE SPRINKLERS INC. Fax: 619.448.1265 FAX Transmission Thisfacsinii!e transmission may contain confidential and/or attorney/client privileged information belonging to the sender. This information is intended onyfor the use of the individual or entity named on this transmission sheet. Jfyou are not the intended recipient, or the employee or agent responsible to the Intended recipient, you should return to sender immediately. You are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this zelecopied information Is strict(yprohibieed. 24 Hour Emergency Service Date o42O tO Company Crt-( 'cDv c4/AD a Fire Protection & Life Safety Products Fire Alarms and Detection Attention i±1i\ \_1 P 44L L Systems Fax No. — Existing Building Retrofits Commerciat/ Residential From t-1-A4j- (Wet, Dry Dry & ?reaction) Subject -rs-r 2 Tenant Improvements No. of pages H Fabrication / Installation (including this one) Five Year Certification and Inspection Services System Upgrade I Repair Backflow Preventors and Underground Fire Mains Systems Hazard Analysis Specification and Design Services (Process 2000) Ca. Licenced : C16 &B (#602040) Certified DBE/MBE Certified 8A Dominic Fieri From: James Weigand Sent: Friday, December 18, 2009 11:44 AM To: Eduardo Cc: Dominic Fieri; Brenda Wardwell Subject: RE: Pacific Ridge High School (Flow Test) Attachments: imageool .gif; image002.jpg Eduardo, You are asking us to give up a looped fire line that will provide adequate water for a dead end hydrant based on an incomplete flow test. There is no way either of us would survive a court challenge to a flow test that includes a flow of 10 psi on one of the hydrants. If we are going to waive the loop system it must be based on data that is credible. That means at least a 25% drop between static and residual and hydrant flows that are within understandable limits. Before re conducting the test, please talk with the water department to make sure that the problem with the hydrant has been addressed. I am going to be out of town for a couple weeks. In my absence, Fire Prevention Specialist II Dominic Fieri will be the acting Fire Marshal. He has been briefed on the problem and can act upon the results of a complete test. JMW oCARLSBAD Fire: Departmr James M. Weigand Fire Marshal City of Carlsbad Fire Department Fire Prevention Division 1635 Faraday Avenue Carlsbad, CA 92008 www.carlsbadca.gov P: (760) 602-4665 F: (760) 602-8561 james.weigand@carlsbadca.gov Please consider the environment before printing this email. Confidentiality Statement: This information is intended only for the addressee shown above. It may contain information that is privileged, confidential, or otherwise protected from disclosure. Any review, dissemination, or use of this transmission or its contents by persons other than the addressee is strictly prohibited. .11 you have received this transmission in error, please not ift,' the sender immediately and follow their instructions regarding the disposition of this e-mail. From: Eduardo [mailto:eduardo@adcompaniesinc.com] Sent: Friday, December 11, 2009 8:49 AM To: James Weigand Cc: john@adcompaniesinc.com Subject: Pacific Ridge High School (Flow Test) Hi Jim, I just wanted to see if you had made a decision on the fire flow test we did for Pacific Ridge High School Thank you, have a good weekend. Design/Engineerin FIRE SPRINKLERS INC. 11465 Woodside Ave. Ste. 200 Santee Ca, 92071 Web: http://www.adfiresprinklers.com/ Office: 619-448-1962 Fax: 619-448-1265 li-Mail: eduardo(adcoinpaniesinc.com AL F—w---61~mv - Fire Protection by Computer Design A&D Fire Sprinklers 11465 Woodside Ave. Santee ca 92071 619448-1962 Job Name Pacific Ridge Building Underground Location : 6269 El Fuerte St. Carlsbad CA 92009 System Contract : F-428 Data File Hydrant Calc-1(1 hyd).WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 09-02-09 A&D Fire Sprinklers Pacific Ridge HYDRAULIC CALCULATIONS for Project name: Pacific Ridge High School Location: 6269 El Fuerte St. Carlsbad CA 92009 Drawing no: Underground Date: 12-29-09 Design Remote area number: Remote area location: Hydrant (HYD) Occupancy classification: I HYDRANT Density: - Gpm/SqFt Area of application: - SqFt Coverage per sprinkler: - SqFt Type of sprinklers calculated: No. of sprinklers calculated: In-rack demand: - GPM Hose streams: - GPM Total water required (including hose streams): 2500 -GPM Type of system: Volume of dry or preaction system: -Gal Water supply Information Date: 08-20-09 Location: 6269 El Fuerte St. Carlsbad CA 92009 Source: Street Water Name of contractor: A&D Fire Sprinklers Address: 11465 Woodside Ave. Santee CA 92071 Phone number: 619-448-1962 Name of designer: Maria lniguez Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gndded systems here.) @ 54.29 - Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) A&D Fire Sprinklers Page 2 Pacific Ridge Date 09-02-09 City Water Supply: Demand: CI - Static Pressure : 130 Dl - Elevation : 3.681 C2 - Residual Pressure: 60 02 - System Flow C2 - Residual Flow : 3723 D2 - System Pressure : 54.299 Hose(Adj City) Hose ( Demand) : 2500 03- System Demand : 2500 Safety Margin : 42.194 150 V 140 Cl 130 zz P 120 - - 110 • - E 100 S 90 S 80 U 70 V C2 R 60 D2 E5° V D3 40 -- 30 20 VflA. V VVVV VVV• 10 V VV VVV V V V V V V V I 400 800 1200 1600 2000 2400 .2800 3200 3600 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fithngs Used Summary A&D Fire Sprinklers Page 3 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev. Name Y2 ~ 1 11/a 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390'Standard Elbow 1 2 2 3 4 5 6 7 6 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90' Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure 1 Flow Summary - STANDARD A&D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. HYD 257.5 20.0 na 250D.0 HYD2 255.0 33.37 na UG2 254.0 40.6 na SOR 249.0 54.3 na The maximum velocity is 26.91 and it occurs in the pipe between nodes HYD and HYD2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 5 Pacific Ridge Date 09-02-09 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ** Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf1Ft Pf HYD 257.500 H250500.00 6 IC 4.304 24.580 140 20.000 to IT 43.037 67.425 1.083 HYD2 255 2500.0 6.16 1E 20.084 92.005 0.1336 12.289 Vel = 26.91 HYD2 255 0.0 8 1 13.591 131.330 150 33.372 to 1G 6.041 72.487 0.433 UG2 254 2500.0 7.98 1 52.855 203.817 0.0333 6.793 Vel = 16.04 UG2 254 0.0 8 3F 40.774 240.400 150 40.598 to IT 52.855 105.711 2.166 SOR 249 2500.0 7.98 2G 12.081 346.111 0.0333 11.535 Vel = 16.04 0.0 SOR 2500.00 54.299 K Factor = 339.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - ==-=----- -/ :- - 212O5— r\ Al - fil i i - ll 1312206 / - Larr 19 LUr19 \ -- ----- ' - - - ILJ r 213-122-10 -' * / r 400 213-122-11 J7 213-122- DJ 07 01-09 '2 PW 040) / /J 67 \ - - / 0N AND RØLIWI5 0 OWOT It RA#4 0004010 041A00 0 — — — - — - SSU&L SCUE RESON DESCRIPT04 4040 4010 PACWIC WGE 801001. EWANSCN II SCHOOL 0 ? jc~ s"""j - - ' -gpr III JI!JI!! ij!ji II All T rn I rTI H JJiHj rn ;i B (J•I qj h A S S . IjIIL 0 ill q L 7 VI Flow Test Record Test Hydrant Location Hydrant ID No. cO426I%1 Size Main Static.............. Residual ......... '%03 Pressure Drop.. 2 (Pb! 1).....K factor for PD! 1 S.31 Flow Hydrant(s) Hydrant I location c S)f. CA1 Hydrant 2 location Hydrant 3 location Hydrant] Pitot O PSI GPM:i 60Z Size of Orifice Hydrant 2 Pitot 10 PSI GPM: 5Z0 Size of Orifice 2/." Hydrant 3 Pitot Igo PSI GPM:jS2 Size of Orifice. '2I' Total: 1634 (Q1) Calculated test and flow data - 0 x PD2 k =Q2 PDI*k Static........................ Desired Residual ....... _2O Pressure Drop (PD 2)..j0 K factor PD 2: x (h2 divided by . 3"t equals-&-M GPM at 20 psi residual Q PD2k PD1k .Q2 Comments: cL V. ciSr Test conducted for: r 60S .A. Conducted by: o.. CJr\4S, Date:__________ Time:jOZ0 - - Fire Protection by Computer Design A & 0 Fire Sprinklers 11465 Woodside Avenue Santee, CA, 92071 (619) 448-1962 Job Name : Pacific Ridge Building Underground Location 6269 EJ Fuerte St. Carlsbad CA 92009 System Contract : F-428 Data File : Hydrant Calc-1(1 hyd).WXF .2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) A & D Fire Sprinklers Page Pacific Ridge Date 09-02-09 City Water Supply: Demand: Cl - Static Pressure : 125 Dl - Elevation : 3.681 C2 - Residual Pressure: 103 D2 - System Flow C2 - Residual Flow : 3534 02 - System Pressure : 54.546 Hose (Adj City) Hose ( Demand) : 2500 03- System Demand : 2500 Safety Margin : 58.858 150 140 el— 130 120 - P 110 __ - R - _-.---.--.------- __ 2 E 100 S90 S80 u 70 R60D2 —e E50 40 ____ ______ D3 - 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A & D Fire Sprinklers Page 2 Pacific Ridge Date 09-02-09 Fitting Legend Abbrev Name 1/2 % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPAI39O' Standard Elbow 1 2 2 3 4 5; 6 7 B 10 12 14 18 22 27 35 40 45 50 61 F NFPAIS45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A & D Fire Sprinklers , Pacific Ridge Node No. Elevation K-Fact Pt Pn Flow Actual Actual HYD 257.5 20.0 na 2500.0 HYD2 255.0 33.37 na UG2 254.0 40.85 na SOR 249.0 54.55 na Page 3 Date 09-02-09 Density Area Press Req. The maximum velocity is 26.91 and it occurs in the pipe between nodes HYD and HYD2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A & D Fire Sprinklers Page 4 Pacific Ridge Date 09-02-09 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes ****** Point at Pf/Ft Eqv. Ln. Total Pf Pn HYD 2500.00 6.16 IG 4.304 24.580 20.000 Oa = 2500 to 140.0 iT 43.037 67.425 1.083 HYD2 2500.0 0.1336 IE 20.084 92.005 12.289 Vel = 26.91 HYD2 0.0 7.98 IF 13.591 138.750 33,372 to 150.0 1G 6,041 72.487 0.433 UG2 2500.0 0.0333 IT 52.855 211.237 7.041 Vel= 16.04 UG2 0.0 7.98 3F 40.774 240.400 40.846 to 150.0 IT 52.855 105.711 2.166 SOR 2500.0 0.0333 2G 12.081 346.111 11.534 Vel = 16.04 0.0 2500.00 54.546 K Factor = 338.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087