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Home My WebLink About2250 RUTHERFORD RD; ; FPC2018-0203; Permit(City of PERMIT REPORT Carlsbad Print Date: 10/17/2024 Permit No: FPC2018-0203 Job Address: 2250 RUTHERFORD RD, CARLSBAD, CA 92008-8814 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2120611700 Track #: Applied: 07/09/2018 Valuation: $162,273.39 Lot #: Issued: 08/02/2018 Occupancy Group: Project #: Finaled Close Out: 04/08/2021 #of Dwelling Units: . Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Fieri, Dominic Plan Check #: Wong, Cindy Project Title: Description: MERCEDES R&D -RELOCATE SPRINKLERS AT NEW RESTROOMS Applicant: FPContractor: HAMILTON FIRE PROTECTION INC HAMILTON FIRE PROTECTION INC MATE HAMILTON 25060 HANCOCK AVE, # STE 103 25060 HANCOCK AVE, # STE 103 MURRIETA, CA 92562-5930 MURRIETA, CA 92562-5930 (951) 834-6305 (951) 348-2068 FEE AMOUNT FIRE NFPA 13 or 13R System> 100 heads -- $634.00 Total Fees: $634.00 Total Payments To Date: $634.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 Inspections: 442-339-2660 1 www.carlsbadca.gov Hamilton Fire Protection,, Inc. 25060 Hancock Ave., Suite 103 Murrieta, CA 92562 Phone (951) 834-6305 Fax (951) 848-0966 License# 883855 I C-16 Material Cut Sheet Submittal for: Mercedes Benz 2250 Rutherford Road Carlsbad, Ca I Date: 7-5-2018 I I. By: LM I I As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. ummub"Mlulli ir IW Bull Moose Fire Sprinkleriiji 5W 1i11 rrr I OR (in) 1315 1.660 1.900 2315 2.915 3.500 4.500 6.625 8.625 I.D. (in) 1.081 1.442 1.602 2.157 2.635 3.260 4.250 6.351 9.249 Empty Weight Oh/ft) 1.410 1.010 2.090 2.640 3.530 4.340 5.620 9.290 16.940 Water FIIIeO Weight (lb/ft) 1.020 2.510 3.053 4.223: 5.093 7.957 11.796 23.039 40.086 - C.R.R. 15.27 9.91 7.76 5.27 4.92 3.54 2.50 1.150 1.005 Pieces per Lilt 91 61 61 31 30 19 19 10 7 Lilt Weight (Ibs) 21 lengths 2,695 2,319 2,677 2,051 2,224 1,732 2.242 1,951 2,490 Lilt Weight (Ibs) 24 lengths 3,079 2.650 3.060 2344 1 2,542 1,979 2.563 2,230 2,848 Lilt Weight (Ibs) 25 lengths 3,200 2,760 1 3,187 2.442 2,548 2,062 2,670 ,tl1lIIp,l[u1l - 1.315 1.650 1.900 2.375 2.875 3.500 4.500 1.049 1.380 1.61) 2.057 2.469 3.060 4.025 1.580 2.270 2.723 3.660 5.8001 7.580 10.000 2.055 2.918 3.602 5.114 7.815 10.703 15.315 1.00 1.00 1.00 1.00 1.00 1.00 1.00 70 51 44, 30 30 19 19 2.470 2,431 2,51.1 2,306 3,654 3.024 4,309 2,022 1 2,778 1 2.873 2,635 4,176 3,456 4,925 2,940 1 2,894 1 2,992 2,745 4,350 3,601 5,130 SCHEME TS 0 169 UL listed (US & Canada) and FM approved ASTM A135 and A795 Type E, Grade A Certified Complies with NFPA-13. 13R and 14 Industry-Leading hydraulic characteristics CRR of 1.0 and greater All pipe NDT weld tested IXC R D Q101ffl! Wfj E"~'d' b i -;P. i:p iI\I NIPE. " ;~RT 'U"' jJlTl We have the most stocking Locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard II" bacterial-resistant internal coating Custom Length options Hot dipped galvanization Reddi-Pipe red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems The only maker with EPDs (to help earn LEED points). 4 NFSA 1FPA 800.325.4461 sales®BullMooselndustrie;.com DUII Vc®e•: w%nc MATERIAL SPECIFICATIONS DinaI: FiUing:.A$MEB1&3 Unions ASME B16 39 ;Bhgs/?lugs ASME116;14. MaeiAS1M Ga'vanizing ASIM A-153 (Hot Dip Galvan,ztng} Threoding ASME 91.20. 1 Presur -Ro6o9t, Fillings ASME 046-.3" UAton:..SME'Bt6.a9 Bushings/Plugs ASME B16 14 Prsreislin9 A!.. m:alk.c.ble iron filflngs are1sted for through wall porosity using n air under water process Agency Approvals All malleable iron hitings and unions ore Ut Listed and FM Approved . Briti S1d b ldiig.pet lBS 2t bvIupnnqsi 41912014. Print I., Malleable Iron Screwed JMWngs Class 1.50 httpJMwanihnti conProductSearctPruntProductasplid4370 1)2 U1ø .Rp'ovD lIhi ;:. 49kZC14 Rilnt Fttiflgs- Claps 50 MATERIAL SPECIFICATIONS j Dimerisióndl os8c16,3 Unions ASME B 1639 iériol: ASTM, AI* i97 Galvantzng ASIM A-153 (Hot Dip Calvantzrng Threadlng* SM AE 6,'1:.,J,0,,.1 Pressure Rótin.g:: itfins:. SME uhibfise ASWtE11I639 Bushings/Plugs: ASME B16.34 Pressure Teshng All molleable iron Ithn9s ore tested For tohw.lI poop, sing,on air déwdter meetti. Agency Approvals AU malleable tron Fittings and unions are UL bsted ndFM Approved *10SIOOwI}DdiBS2t OóiIóbk:pói q*; REDUCING Nominel Size Dinienston A !ipprox Wt Eadi 2xi 1.81,094 281 09? 2x1 281 103 ..........?; . .. 4i. hTh 2I iis 325 181 2xV4 325 190 22 3.25 204 248 LU .i.i........... 369 255 ..... . 3L . . ._.• ._ 1x2 369 278 /j 369 323 . 4x2 4$8 443 42 438 417 40 438 52? 6 A A NN17® 'r Takes i' to the < > C®US APPROVED LISTED P*t Wood UUes •... *Wcod FW UI. - 8007957 GST 10 X CPVC 1-1/2 300 1.5 8020957 SWG 10 X CPVC 1-1/2 300 1.5 8008957 GST 20 X 2-1/2 850 1.5 X 4 1475 1.5 8068925 GST20SS X 2-1/2 850 1.5 8010957 GST30 X 4 1500 1.5 X 4 1475 1.5 8009925 GST 25-380 X 4 1500 1.5 8022925 SWG 25-380 X 3-l/2-4 1500 1.5 8021957 SWG 20 X 2-1/2-3' 1250 1.5 8073925 SWG 2OSS X 2-1/2 1250 1.5 8139957 SH GST 2O X 3 1050 1.5 X 4 1475 1.5 8141957 SH GST 3O X 4 1500 1.5 X 4 1475 1.5 Part No Steel UL UL Max Pipe UL Test Mm. Steel FM FM Max FM Test Mm. Steel Size, in. Load Thickness, in. Pipe Size Load Thickness, in. 8038957 DSTR1 X 4 1500 .035 X 4 1475 .1050 8037957 DSTR1-1/2 X 4 1500 .035 X 4 1475 .1050 8039957 DSTR 516 X 4 1500 .037 X 4 1475 .1050 8045957 DST 516 X 4 1500 .188 X 4 1475 .1875 8046957 TEK50 X 4 1500 .250 X 4 1475 .1875 8055957 SWDR 1 X 4 1500 .037 X 4 1475 .0600 8056957 SWDR 516 X 4 1500 .037 X 4 1475 .0600 8054957 SWDR 1-1/2 X 4 1500 .037 X 4 1475 .0600 8137957 SHDSTR1 X 4 1500 .035 X 4 1475 .1050 8150922 XP 20 X 2-1/2 850 .027 X 4 1475 .1050 8153922 XP 35 X 3-1/2 1250 .043 X 4 1475 .1050 8294922 SXP 20 X 2 750 .027 X 4 1475 8295922 SXP35 X 3-1/2 1250 .060 X 4 1475 8293957 SWXP 35 X 3-1/2 1250 .060 X 4 1475 Part No. Concrete UL UL Max Pipe UL Test . Mm. PSI FM FM Max I'M Test Material Size, in. Load Pipe Size Load 8059957 CST 20 3000 X 4 1475 3000 PSI 8061957 SWC20 3000 X 4 1475 3000 PSI 8150922 XP 20 X 2-1/2 850 Pre Pour Structural 3000 PSI 8150922 XP 20 X 2-1/2 850 Post Pour Range Ii LWC r. 35 PCF SWG 25-380 Maximum pipe size In composite wood joist allowed by UL Is 3-1/2' SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4 SWG 20 Maximum pipe size In composite wood joist allowed by UL Is 2-1/2' "SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 2-112' ASXP 20 Maximum allowable angle in flga. steel Is 45 UL and FM tests were performed in compliance with NFPAI3 Standards. Fastening requirement 5 times weighlh of water filled schedule 40 pipe 250 pounds. f o7r9BuhIdex www.itwbuildex.com 800-BUILDEX SSS39 082007 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER I thru 4 Inch pipe USTED FOR STEELICPVC 112 &314 inch pipe 5 thru 8 Inch pipe NFPAI3 PIPE ROD I WE 5 WT.+250 UL TEST LOAD 1 318 30.75 403.75 750 1114 318 43.85 469.75 750 1112 318 54.15 520.75 750 2 318 76.95 634.75 750 2112 3/8 118.35 841.75 850 3 3/8 162.30 1061.50 1050 4 3/8 246.00 1480.00 1500 5 112 346.45 1996.75 2000 6 J 476.35 263L75 2650 8 112 711.00 3805.00 4050 SIZE - ROD- 3/8" or 1/2" SIZE - SYSTEM PIPE - 1/2" thru 8" MATERIAL - Carbon Steel, Mu. Galvanized to G-90 spec. LISTING/APPROVAL - 2 , 03-EX 25511 "- 8" 491> Approval guide - 111- 8" OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-1 7 1E, Type 10. Manufacturers Standardization Society ANSI/MSS-SP-58 Type 10. MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component of an AFCON hanger. To support steel, CPVC or copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D, these instructions and the CPVC or copper pipe manufacturers instructions. 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. ORDERING - Part #, pipe size. r 11P.E A B 1.6793 2.5259 1114 2.1382 2.7850 2.2673 2.9140 2.6048 2.2516 AM9204.11500 L 8 11/09 tqca Worldwide www.tyco.fire.com Fire Protection Contacts Products Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TV- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.6K, 1/2 NPT TY323 ......Pendent 5.6K, 1/2 NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un-derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psi'/2 (80,6 LPM/bar"2) FEBRUARY 2014 Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2" 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEAliNG SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* 51 _______ 7' /16 I (11,1mm) I NOMINAL MAKE-IN : 3 (50,8 mm) 1/2" NPT** CROSS SECTION UPRIGHT 2" I (50,8 mm) I (34,9 mm) WIR I ____ _________ Fl DEFLECTOR * PENDENT 2-7/8" (73,0 mm) DIA. RECESSED PENDENT FIGURE 1 SERIES TV-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (1Y323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. / WRENCH RECESS / (ICY FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS 6 t PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. - 2-7/8' 01k (73,0 mm) - 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING _________ ____________ FLUSH 3/8±5/16" I SURFACE/ 5/8" (15,9 mm) _ 1 (9,5±7,9 mm) ,,,' ___________ t I 1/8" j MOUNTING \_(3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (rf323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" 01k - (73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING - (57,2 mm) 5/16±1/4' 1/2" (12,7 mm) (7,9±6,4 mm) FLUSH ,7, \ 1/8" j I MOUNTING / SURFACE/ \(32 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY.FRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 P/N*77_XXX_X_XXX SPRINKLER TEMPERATURE FINISH RATINGS I I SIN I 1 NATURAL BRASS 370 I 5.6K UPRIGHT (1/2NPT) TY313 PURE WHITE (RAL9O1O)** POLYESTER 371 5.6K PENDENT 0/2 NPT) TY323 4 SIGNAL WHITE (RAL9003) POLYESTER Use suffix I" for ISO 7-1 connection: for example. 77-370-4-175-I 9 CHROME PLATED Eastern Hemisphere sales only 135 135°F (57°C) 155 155°F(68°C) 175 175°F(79°C) 200 200°F(93°C) 286 286°F (141°C) TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, PIN (specify*) Specify: Style 20 Recessed Escutch- eon with (specifyj finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, I.P. All rights reserved. co t" TEFLON is trademark of The DuPont corporation. Fire Protection ZURN. Model 350DA WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350DA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Sizes 2 1/2" - 10" Horiz. &Vert.) (12" Horizontal Only) ASSE® Listed 1048 (Sizes 2 1/2" thru 12°) GSA® Certified B64.5 (Sizes 2 1/2" thru 8", & 12") AWWA Compliant C510 (Sizes 2 1/2" thru 12"), and C550 UL® Classified (Sizes 2 1/2" thru 12") C-UL® Classified (Sizes 2 1/2" thru 12") FM® Approved (Sizes 2 1/2" thru 10") NYC MEA 147-99-M Vol 4 (2-1/2" - 10) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (Sizes 2 1/2" thru 12") Meets the requirements of NSF/ANSI 61° *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backf low Assembly 3/4° Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM Springs Stainless Steel, 300 Series Features Sizes: 2 1/2", 3", 4", 6", 8", 10", 12" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel) AWWA C606 (Flanged) ANSI B16.1 Class 125 Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) - with OS & Y gate valves (standard) L - less shut-off valves (flanged body connections) LM - less water meter - with remote reading meter - with gallon meter (standard) CFM - with cu ft meter El CMM - with cu meter meter D G - with groove end gate valves E] FG - with flanged inlet connection and grooved outlet connection P1 - with Post Indicator Gate Valve D GF - with flanged inlet connection and grooved outlet connection 0 BG - with grooved end butterfly valves with integral monitor switches (2 1/2" - 10.1 O —509 - with AWWA C509 gate valves Accessories C] Repair kit (rubber only) 0 Thermal expansion tank (Model XT) F] 05 & V Gate valve tamper switch (OSY-40) Attention: Model 350DA (flange body) and Model 350ADA (grooved body) have different lay lengths. DIMENSION (aim !mate) WEIGHT MODEL A BLESS E E E LESS OS&Y OS&Y BUTTERFLY 350DA A WITH GATE C D OS &Y OS&Y WITH F SHUTOFF GATE GATE VALVES SIZE BUTTERFLY VALVES OPEN CLOSED BUTTERFLY VALVES VALVES VALVES GROOVED VALVES VALVES FLANGED GROOVED in. I mm in. I mm in. I mm in. mm in. Imm in. 1mm in. I mm in. mm in. I mm in. I mmlbs. kg lbs. .a Ibs. kg Ibs. I kg 21/21 65 1 31 1787 28 711 15718 403.3 3/4 95 9 229 .173/4 4 153/8 3 8114 2W 3U2 89 68 31 78 81 160 73 140 64 3 813281/2724W7/84O333/4 9 9 201/4 54 17 43281/22W3U28968 311989015068 120 54 100 375/8 956 328/9 835 191/2 495 41/2 114 221/2 572 181/4 464 9 229 6 152 106 48 296 134 282 128 190 86 6 150443/4m7375/8 956 231/2 597 6 267 78 180 82 480 218 454 206 298 135 8 200 603/4 1543 537/8 1369 '373/4 959 10 254 12 37 940 281/2 724 12 305 81/2 218 374 170 850 386 802 364 548 249 10 250 633/161P577/P.147(I'373/4 959 10 254 I2"V'455/8115Qi43/4 883 13 3308112216404 183 12221 S54 11156 524 792359 12 300 661/4 1683 n/a n/a 53 1346401/21029 n/a n/a 87/8226463 210 3736 n/a n/a n/an/a Zurn Industries, LLC I Wilkins 1747 Commerce way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. H Date: 1/17 Document No. BF-350DA Patent No. 5, 913, 331 Product No. Model 350DA Page 1 012 VERTICAL INSTALLATION P Flow Characteristics 0.0 15 (a 0 ff -I 10 (a 5 a. 0 0 Ratcd flow (cslablishcd by approval agencies) MODEL 350DA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (Us) 12.6 25.2 37.9 0 200 I 11111 FLOW RATES (GPM) (STANDARDJ1 I METRIC) ll 211110- MENNEN --- -.---- - 50.5 103 Cl) 0 69 -J - J. Cl) Cli - _0 ° 800 157.7 103 Co 0 69 LU CO . 34w W Z3 0 a. III, 1000 FLOW RATES (GPM) __siIJI MODEL 350'7 I0" & 12" (STANDARD & M 1j ; FLOW RATES (Ils) 157.7 189.3 Is r7 --onannis I.IkLI,FW — — . - - -- - - -- - - - -.- ____ -- 0 500 1000 1500 2000 2500 3000 FLOW RATES (GPM) 2000 2500 220.8 252.4 283.9 - -- — — —. - — — — — — -- -- I,-iI1I II1II, Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12° (305mm) and a maximum of 30° (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 1 450 675 900 1351 8" 780 1169 1559 2339 101. 1229 1843 2458 3687 12° 1763 2644 3525 5288 OUTDOOR INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be certified to NSF/ANSI 61, 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), the seat ring and check valve shall be NorylTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 350DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive. Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 BLUE BRUTE TIVI Building essentials for a better. tomorrow, SUBMITTAL AND DATA SHEET PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D9 (IN) APPROX. WEIGHT (LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 5.57 1.9 6 6.90 6.31 0.276 6.40 8.00 3.9 8 9.05 8.28 0.362 7.05 10.50 6.7 10 11.10 10.16 0.444 8.20 12.88 10.1 12 13.20 12.08 0.528 1 8.80 15.31 14.4 PRESSURE CLASS 235 psi (DR 18)* 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 PRESSURE CLASS 305 psi (DR 14)* 4 4.80 4.07 0.343 5.25 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 11.63 11.6 10 11.10 9.42 0.793 8.20 14.27 17.6 12 13.20 11.20 1 0.943 1 8.80 1 16.97 1 25.1 Consult JM EagIe" for GSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. I.D. Inside Demeter O.D. : Outside Diameter T. : Wall Thickness D : Bell Outside Diameter E: Distance between Assembly Mark to the end of spigot. Assembly Mark O.D. E Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Certifications: Installation: ANSI/AWWA C900 ASTM Dl 784 Cells Glass 12454 ASTM F477 ASTM D3139 ANSI/NSF Standard 61 UL Standard 1285 Pipe Length: 20 feet laying length AWWA C605 JM Eagle Installation Guide FLANGED Fittings 7STAR=OPIPEPRODUCTS ANSI/AWWA C110/A21.10 DI & CI 2" - 54" DUCTILE AND GRAY IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: DUCTILE IRON PER ASTM A536 - GRAY IRON PER ASTM A126 PRESSURE: GRAY IRON 250 PSI RATING FOR 2"-12" SIZES AND 150 PSI RATING FOR 14"-36" DUCTILE IRON 250 PSI RATING FOR 2"-48" SIZES AND 150 PSI RATING FOR 54". TESTING: IN ACCORDANCE WITH ANSI/AWWA CI 0/A21. 10, C153/21.53, UL AND FM REQUIREMENT LAYING LENGTH: 2"-48" SIZES IN ACCORDANCE WITH ANSI/AWWA Cl 10/A21.10 AND ANSI BI 6.1. 54" SIZES IN ACCORDANCE WITH ANSI/AWWA C153/A21.53. FITTINGS NOT LISTED IN ANSI/AWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGHTS: DO NOT INCLUDE ACCESSORIES, CEMENT LINING AND COATINGS DRILLING: IN ACCORDANCE WITH ANSI/AWWA C 11O/A21. 10 AND ANSI B 16.1 CLASS 125 FLANGES. CEMENT LINING: IN ACCORDANCE WITH ANSIJAWWA CI 04/A21.4 COATING: ASPHALTIC SEAL COAT INSIDE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 AND PRIME COAT OUTSIDE. APPROVALS: 4"-12" UNDERWRITERS LABORATORIES LISTED AND FACTORY MUTUAL APPROVED. NSF 61 AAWWA B.C. member 0 46~> 0 0 APPROVED Flanqe details Bolts * 2 6.00 3 7.50 4 9.00 * 5 10.00 6 11.00 8 13.50 10 16.00 12 19.00 14 21.00 16 23.50 18 25.00 20 27.50 24 32.00 30 38.75 36 46.00 42 53.00 48 59.50 * 54 66.25 * NOT INCLUDED IN AWWA C1 10 4.75 0.62 0.75 518x2 1/4 4 6.00 0.75 0.75 518x2 1/2 4 7.50 0.94 0.75 5/8x3 8 8.50 0.94 0.88 3/4x3 8 9.50 1.00 0.88 3/4x3 1/2 8 11.75 1.12 0.88 3/4x31/2 8 14.25 1.19 1.00 7/8x4 12 17.00 1.25 1.00 7/8x4 12 18.75 1.38 1.13 1x41/2 12 21.25 1.44 1.13 1x41/2 16 22.75 1.56 1.25 1 1/8x5 16 25.00 1.69 1.25 1 1/8x5 20 29.50 1.88 1.38 11/4x51/2 20 36.00 2.12 1.38 11/4)61/2 28 42.75 2.38 1.63 1 1/2x7 32 49.50 2.62 1.63 1 1/2x7 1/2 36 56.00 2.75 1.63 1 1/2)6 44 62.75 3.00 2.00 13/4)61/2 44 Page 22 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 LE c Reducing on Branch Reducing on Reducing on One Run One Run and Branch True V FLANGED Fittings 7STARePIPE PROD UCTS ANSI/AWWA C110/A21.10 DI & CI METHOD OF DESIGNATING OUTLETS OF REDUCING FITTINGS FOR SPECIFICATIONS Reducing Tees b b b E) c a a a Reducing on Reducing on Reducing on Outlet One Run One Run and Outlet Reducing Crosses C d C 0 d C d — D . Reducing on Reducing on Reducing on One Outlet Both Outlets One Run and Outlet Reducing Laterals Dc Reducing on Both Runs (Bull Head) cd Reducing on One Run and Both Outlets Side Outlet Tee Double Branch Side Outlet 90 deg. Elbow b b Elbow a Ub b ' Right Hand Left Hand Right Hand Left Hand The Largest opening establishes the basic size of a reducing fitting. The largest opening is named first, except for bull head tees which are reducing on both runs and double branch elbows where both branches are reducing; the outlet is the largest opening and named last in both cases. In designating the openings of reducing fittings, they should be read in the order indicated by the sequence of the letters, a, b, c and d. In designating the outlets of side outlet reducing fittings, the side outlet is named last; and in the case of the cross which is not shown, the side outlet is designated by the letter e. Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 5589000 Page 23 FLANGED Fittings 7S TA FIPEPRODU2S ANSI/AWWA C110/A21.10 DI & CI METHOD OF DESIGNATING LOCATION OF TAPPED HOLES FOR DRAINS WHEN SPECIFIED ITS R Rr _ tR ~ FT TJN. ( 90 deg. Elbow 90 deg. E lbow Tee Cross Straight Size Straight Size Straight Size IF TTu1NM e _____ R 1- 4L oE- sL4 )T4 im TTN4. FI1 u e 90 deg. Elbow Tee Cross Reducing Size Reducing Size Reducing Size R v fli R fl A R L fT F u 4+K4ft +M TN Front View Side View Front View Side View Side Outlet 90 deg. Elbow Side Outlet Tee 45 Deg. Lateral Straight Size Straight Size Straight and Reducing L IS , ! - if], AP111; oil 111011101 90 Deg. Base Elbow Straight and Reducing F4 No T A L4 Base Tee T R Double Branch Elbow RC zyx G ti ID4 Ø" E G JH S :" I T S R R S T I WIN True V 45 Deg. Elbow Reducer Eccentric Reducer The above illustrations show two views of the same fitting and represent fittings with symmetrical shapes, with the exception of the side outlet elbow and the side outlet tee (straight sizes). Page 24 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 FLANGED BE&S I * 900 FE X FLARE BENDS FLANGED Fittings ANSI/AWWA C110/A21.10 DI & CI AIL A J T PA ]R- A * * Size - T 90° Ranged Bends (114) 450 Ranged Bends (118) 221/20 RangeI Bends (1116) 111/40 Ranged Bends (1I32) A R Wt A R Wt A R Wt A R Wt 2 0.31 4.50 3.00 14 2.50 2.41 12 2.5 6.04 12 2.5 12.69 12 3 0.48 5.50 4.00 25 3.00 3.62 20 3.00 7.56 20 3.00 15.25 20 4 0.52 6.50 4.50 45 4.00 4.81 40 4.00 10.06 40 4.00 20.31 40 6 0.55 8.00 6.00 65 5.00 7.25 55 5.00 15.06 55 5.00 30.50 55 8 0.60 9.00 7.00 105 5.50 8.44 90 5.50 17.62 90 5.50 35.50 90 10 0.68 11.00 9.00 165 6.50 10.88 130 6.50 22.62 135 6.50 45.69 135 12 0.75 12.00 10.00 235 7.50 13.25 195 7.50 27.62 205 7.50 55.81 205 14 0.66 14.00 11.50 290 7.50 12.06 220 7.50 25.12 225 7.50 50.75 225 16 0.70 15.00 12.50 370 8.00 13.25 280 8.00 27.62 285 8.00 55.81 285 18 0.75 16.50 14.00 450 8.50 14.50 325 8.50 30.19 335 8.50 60.94 335 20 0.80 18.00 15.50 580 9.50 16.88 430 9.50 35.19 435 9.50 71.06 435 24 0.89 22.00 18.50 900 11.00 18.12 630 11.00 37.69 640 11.00 76.12 645 30 1.03 25.00 21.50 1430 15.00 27.75 1120 15.00 57.81 1135 15.00 116.75 1150 36 1.15 28.00 24.50 2135 18.00 35.00 1755 18.00 72.88 1790 18.00 147.25 1805 42 1.28 31.00 27.50 3055 21.00 42.25 2600 21.00 88.00 2665 21.00 177.69 2680 48 1.42 34.00 30.50 4095 24.00 49.50 3580 24.00 103.06 3665 24.00 208.12 3695 54 1 0.901 39.00 35.29 3740 1 20.50 41.05 2735 14.00 32.42 2260 12.00 30.81 2100 * 90° FE LONG RADIUS BENDS Size Dimensions Wt T A R 3 0.48 7.75 6.25 30 4 0.52 9.00 7.00 50 6 0.55 11.50 9.50 80 8 0.60 14.00 12.00 140 10 0.68 16.50 14.50 215 12 0.75 19.00 17.00 325 14 0.66 21.50 19.00 580 16 0.70 24.00 21.50 740 18 0.75 26.50 24.00 840 20 0.80 29.00 26.50 1080 24 0.89 34.00 30.50 1640 30 1.03 41.50 38.00 2105 36 1.15 49.00 45.50 3285 42 1.28 56.50 53.00 4865 48 1.42 64.00 60.50 6790 54 1 0.90 73.50 69.50 1 6205 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 Size Dimensions Wt T A B C 3 0.48 5.50 11.00 7.50 25 4 0.52 6.50 12.00 9.00 40 6 0.55 8.00 12.00 11.00 70 8 0.60 9.00 14.00 13.50 110 10 0.68 11.00 17.00 16.00 175 12 0.75 12.00 18.00 19.00 245 14 0.66 14.00 20.00 21.00 340 16 0.70 15.00 21.00 23.50 460 18 0.75 16.50 22.50 25.00 560 20 0.80 18.00 24.00 27.50 700 24 0.89 22.00 28.00 32.00 1100 30 1.03 25.00 32.00 38.75 1840 36 1.15 28.00 35.00 46.00 2700 42 1.28 31.00 38.00 53.00 3250 48 1.42 34.00 41.00 59.50 4215 54 1 0.90 39.00 46.00 66.25 3965 * NOT INCLUDED IN AWWA C1 10 Page 25 Size Dimensions Wt T L C 3 0.48 8.00 7.50 20 4 0.52 8.00 9.00 30 6 0.55 8.00 11.00 40 8 0.60 10.00 13.50 70 10 0.68 10.00 16.00 95 12 0.75 12.00 19.00 155 14 0.66 12.00 21.00 225 16 0.70 16.00 23.50 330 18 0.75 16.00 25.00 355 20 0.80 18.00 27.50 460 24 0.89 18.00 32.00 635 30 1.03 24.00 38.75 1100 36 1.15 24.00 46.00 1460 42 1.28 30.00 53.00 1900 48 1.42 30.00 59.50 2350 54 1 0.90 36.00 66.25 1 2035 Size Dimensions Weight R S T U 900 90°LR TEE 3 4.88 5.00 0.56 0.50 35 40 45 4 5.50 6.00 0.62 0.50 55 60 75 6 7.00 7.00 0.69 0.62 85 100 110 8 8.38 9.00 0.94 0.88 145 180 185 10 9.75 9.00 0.94 0.88 210 260 300 12 11.25 11.00 1.00 1.00 300 390 430 14 12.50 11.00 1.00 1.00 360 650 485 16 13.75 11.00 1.00 1.00 445 815 600 18 15.00 13.50 1.12 1.12 565 955 740 20 16.00 13.50 1.12 1.12 700 1200 930 24 18.50 13.50 1.12 1.12 1030 1770 1410 30 23.00 16.00 1.19 1.15 1625 2295 2270 36 26.00 19.00 1.25 1.15 2385 3535 3320 42 30.00 23.50 1.44 1.28 3465 5275 5850 48 34.00 25.00 1.56 1.42 4610 7305 7720 54 1 38.00 27.50 1.69 1.55 1 4415 6880 6465 * 4S TA R FIP?!RODUCE FLANGED Fittings ANSI/AWWA C110/A21.10 DI & CI BASE DRILLING DETAILS SIZE B.C. Bolt Hole Dia. No. of Bolts 3 3.88 0.63 4 4 4.75 0.75 4 6 5.50 0.75 4 8 7.50 0.75 4 10 7.50 0.75 4 12 9.50 0.88 4 14 9.50 0.88 4 16 9.50 0.88 4 18 11.75 0.88 4 20 11.75 0.88 4 24 11.75 0.88 4 30 14.25 1.00 4 36 17.00 1.00 4 42 21.25 1.13 4 46 22.75 1.25 4 54 1 25.00 1.25 4 R :i_i I I I .i.._ui'! * STRAIGHT FLANGE X FLARE PIECES 900 FE & LONG RADIUS BASE BENDS & BASE TEES * NOT INCLUDED IN A'W4A C1 10 Page 26 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 FLANGED Fittings PIPE PRODUCTS ANSI/AWWA C110/A21.10 DI & CI * 900 FE REDUCING BENDS Size Dimensions Wt T TI A R 44 0.52 0.48 6.50 4.50 35 6x4 0.55 0.52 8.00 6.00 55 8x4 0.60 0.52 9.00 7.00 80 86 0.60 0.55 9.00 7.00 90 10,6 0.68 0.55 11.00 9.00 125 10x8 0.68 0.60 11.00 9.00 150 12)6 0.75 0.55 12.00 10.00 165 12x8 0.75 0.60 12.00 10.00 190 12x10 0.75 0.68 12.00 10.00 220 146 0.66 0.55 14.00 11.50 144 148 0.66 0.60 14.00 11.50 200 14x10 0.66 0.68 14.00 11.50 240 14x12 0.66 0.75 14.00 11.50 270 164 0.70 0.55 15.00 12.50 220 16x8 0.70 0.60 15.00 12.50 240 16x10 0.70 0.68 15.00 12.50 280 16x12 0.70 0.75 15.00 12.50 310 16x14 0.70 0.66 15.00 12.50 330 18,6 0.75 0.55 16.50 14.00 260 18)6 0.75 0.60 16.50 14.00 280 18x10 0.75 0.68 16.50 14.00 320 18x12 0.75 0.75 16.50 14.00 350 18x14 0.75 0.66 16.50 14.00 370 18x16 0.75 0.70 16.50 14.00 410 20)6 0.80 0.55 18.00 15.50 320 20)6 0.80 0.60 18.00 15.50 345 20x10 0.80 0.68 18.00 15.50 385 20x12 0.80 0.75 18.00 15.50 415 20x14 0.80 0.66 18.00 15.50 435 20x16 0.80 0.70 18.00 15.50 475 20x18 0.80 0.75 18.00 15.50 515 246 0.89 0.55 22.00 18.50 480 248 0.89 0.60 22.00 18.50 505 24x10 0.89 0.68 22.00 18.50 545 24x12 0.89 0.75 22.00 18.50 575 24x14 0.89 0.66 22.00 18.50 595 24x16 0.89 0.70 22.00 18.50 635 24x18 0.89 0.75 22.00 18.50 675 24,QO 0.89 0.80 22.00 18.50 1 740 * 0° FE REDUCING BENDS Size Dimensions Wt T TI A R 30x12 1.03 0.75 25.00 21.50 840 30x14 1.03 0.66 25.00 21.50 860 30x16 1.03 0.70 25.00 21.50 900 30x18 1.03 0.75 25.00 21.50 940 30,QO 1.03 0.80 25.00 21.50 1005 30Q4 1.03 0.89 25.00 21.50 1165 36x12 1.15 0.75 28.00 24.50 1195 36x14 1.15 0.66 28.00 24.50 1215 36x16 1.15 0.70 28.00 24.50 1255 36x18 1.15 0.75 28.00 24.50 1295 36,QO 1.15 0.80 28.00 24.50 1360 36,Q4 1.15 0.89 28.00 24.50 1520 36x30 1.15 1.03 28.00 24.50 1785 42x12 1.28 0.75 31.00 27.50 1655 42x14 1.28 0.66 31.00 27.50 1675 42x16 1.28 0.70 31.00 27.50 1715 42x18 1.28 0.75 31.00 27.50 1755 42,QO 1.28 0.80 31.00 27.50 1820 42,Q4 1.28 0.89 31.00 27.50 1980 42)60 1.28 1.03 31.00 27.50 2245 42x36 1.28 1.15 31.00 27.50 2600 48x12 1.42 0.75 34.00 30.50 2175 48x14 1.42 0.66 34.00 30.50 2195 48x16 1.42 0.70 34.00 30.50 2235 48x18 1.42 0.75 34.00 30.50 2275 48,QO 1.42 0.80 34.00 30.50 2340 48,Q4 1.42 0.89 34.00 30.50 2500 48x30 1.42 1.03 34.00 30.50 2765 4846 1.42 1.15 34.00 30.50 3115 48x42 1.42 1.28 34.00 30.50 3580 54x12 0.90 0.75 39.00 35.29 1990 54x14 0.90 0.66 39.00 35.29 2015 54x16 0.90 0.70 39.00 35.29 2055 54x18 0.90 0.75 39.00 35.29 2095 54,QO 0.90 0.80 39.00 35.29 2160 54x24 0.90 0.89 39.00 35.29 2320 54)60 0.90 0.90 39.00 35.29 2585 54)66 0.90 0.90 39.00 35.29 2940 54x42 0.90 0.90 39.00 35.29 3395 5448 1 0.90 0.90 39.00 35.29 1 3565 * NOT INCLUDED IN AWWA C1 10 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 Page 27 FLANGED Fittings ZEPRODUCE ANSI/AWWA C110/A21.10 DI & CI Base Under Large End Base Under Small End Base detail on page 3 H- S --1 * 900 FE REDUCING BASE BENDS Size Dimensions Wt R S T U 4x3 5.50 6.00 0.62 0.50 45 6x4 7.00 7.00 0.69 0.62 75 8x4 8.38 9.00 0.94 0.88 120 8x6 8.38 9.00 0.94 0.88 130 104 9.75 9.00 0.94 0.88 170 10x8 9.75 9.00 0.94 0.88 195 124 11.25 11.00 1.00 1.00 230 124 11.25 11.00 1.00 1.00 255 12x10 11.25 11.00 1.00 1.00 285 14x6 12.50 11.00 1.00 1.00 214 14x8 12.50 11.00 1.00 1.00 270 14x10 12.50 11.00 1.00 1.00 310 14x12 12.50 11.00 1.00 1.00 340 164 13.75 11.00 1.00 1.00 295 16x8 13.75 11.00 1.00 1.00 315 16x10 13.75 11.00 1.00 1.00 355 16x12 13.75 11.00 1.00 1.00 385 16x14 13.75 11.00 1.00 1.00 405 184 15.00 13.50 1.12 1.12 375 18x8 15.00 13.50 1.12 1.12 395 18x10 15.00 13.50 1.12 1.12 435 18x12 15.00 13.50 1.12 1.12 465 18x14 15.00 13.50 - 1.12 1.12 485 18x16 15.00 13.50 1.12 1.12 525 204 16.00 13.50 1.12 1.12 440 20x8 16.00 13.50 1.12 1.12 465 20x10 16.00 13.50 1.12 1.12 505 20x12 16.00 13.50 1.12 1.12 535 20x14 16.00 13.50 1.12 1.12 555 20x16 16.00 13.50 1.12 1.12 595 20x18 16.00 13.50 1.12 1.12 635 244 18.50 13.50 1.12 1.12 610 24x8 18.50 13.50 1.12 1.12 635 24x10 18.50 13.50 1.12 1.12 675 24x12 18.50 13.50 1.12 1.12 705 24x14 18.50 13.50 1.12 1.12 725 24x16 18.50 13.50 1.12 1.12 765 24x18 18.50 13.50 1.12 1.12 805 2420 18.50 13.50 1.12 1.12 1 870 * NOT INCLUDED IN AWNA C1 10 Page 28 H S H * 900 FE REDUCING BASE BENDS Size Dimensions Wt R S I U 30x12 23.00 16.00 1.19 1.15 1030 30x14 23.00 16.00 1.19 1.15 1050 30x16 23.00 16.00 1.19 1.15 1090 30x18 23.00 16.00 1.19 1.15 1130 3040 23.00 16.00 1.19 1.15 1195 30x24 23.00 16.00 1.19 1.15 1355 36x12 26.00 19.00 1.25 1.15 1445 36x14 26.00 19.00 1.25 1.15 1465 36x16 26.00 19.00 1.25 1.15 1505 36x18 26.00 19.00 1.25 1.15 1545 360 26.00 19.00 1.25 1.15 1610 364 26.00 19.00 1.25 1.15 1770 36x30 26.00 19.00 1.25 1.15 2035 42x12 30.00 23.50 1.44 1.28 2065 42x14 30.00 23.50 1.44 1.28 2085 42x16 30.00 23.50 1.44 1.28 2125 42x18 30.00 23.50 1.44 1.28 2165 42Q0 30.00 23.50 1.44 1.28 2230 42x24 30.00 23.50 1.44 1.28 2390 42x30 30.00 23.50 1.44 1.28 2655 42x36 30.00 23.50 1.44 1.28 3010 48x12 34.00 25.00 1.56 1.42 2690 48x14 34.00 25.00 1.56 1.42 2710 48x16 34.00 25.00 1.56 1.42 2750 48x18 34.00 25.00 1.56 1.42 2790 48Q0 34.00 25.00 1.56 1.42 2855 48,Q4 34.00 25.00 1.56 1.42 3015 48x30 34.00 25.00 1.56 1.42 3280 48x36 34.00 25.00 1.56 1.42 3630 48x42 34.00 25.00 1.56 1.42 4095 54x12 38.00 27.50 1.69 1.55 2665 54x14 38.00 27.50 1.69 1.55 2690 54x16 38.00 27.50 1.69 1.55 2730 54x18 38.00 27.50 1.69 1.55 2770 5440 38.00 27.50 1.69 1.55 2835 54Q4 38.00 27.50 1.69 1.55 2995 54x30 38.00 27.50 1.69 1.55 3260 54x36 38.00 27.50 1.69 1.55 3615 54x42 38.00 27.50 1.69 1.55 4070 54x48 38.00 27.50 1.69 1.55 4240 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 PIPEPRODUCES Ii T- FLANGED TEES & CROSSES FLANGED Fittings ANSI/AWWA C110/A21.10 DI & CI TIUj i $ H -. -H -. 4 FLANGED TEES & CROSSES * CI CI * Size Dimensions Weight T TI T2 H J TEE CROSS 22 0.31 0.31 -- 4.50 4.50 20 -- 3,Q 0.48 0.31 - 5.50 5.50 35 - 3x3 0.48 0.48 - 5.50 5.50 40 50 4x3x3 0.52 0.48 0.48 6.50 5.50 55 -- 4,Q 0.52 0.31 -- 6.50 6.50 50 -- 4x3 0.52 0.48 -- 6.50 6.50 60 70 4x4)6 0.52 0.52 0.55 8.00 8.00 90 -- 4x4 0.52 0.52 -- 6.50 6.50 65 80 6x4x4 0.55 0.52 0.52 8.00 8.00 85 - 6x4x6 0.55 0.52 0.55 8.00 8.00 90 -- 6)6x8 0.55 0.55 0.60 9.00 9.00 140 - 6Q 0.55 0.31 - 8.00 8.00 85 - 6x3 0.55 0.48 - 8.00 8.00 85 95 6x4 0.55 0.52 -- 8.00 8.00 90 110 6)6 0.55 0.55 - 8.00 8.00 95 120 8)6x4 0.60 0.55 0.52 9.00 9.00 130 -- 8)6x6 0.60 0.55 0.55 9.00 9.00 135 -- 8x6x8 0.60 0.55 0.60 9.00 9.00 145 - 8x8x10 0.60 0.60 0.68 11.00 11.00 260 - 8)8x12 0.60 0.60 0.75 12.00 12.00 310 - 8x3 0.60 0.48 -- 9.00 9.00 130 140 8x4 0.60 0.52 -- 9.00 9.00 140 155 8)6 0.60 0.55 -- 9.00 9.00 145 165 8x8 0.60 0.60 - 9.00 9.00 155 195 1044 0.68 0.55 0.55 11.00 11.00 200 - 10)6xl0 0.68 0.55 0.68 11.00 11.00 255 -- 10x8)6 0.68 0.60 0.55 11.00 11.00 210 -- 10x8x8 0.68 0.60 0.60 11.00 11.00 220 -- 10x8x10 0.68 0.60 0.68 11.00 11.00 265 -- 10x4 0.68 0.52 -- 11.00 11.00 205 220 1 0.68 0.55 -- 11.00 11.00 215 240 10x8 0.68 0.60 - 11.00 11.00 225 265 10x10 0.68 0.68 - 11.00 11.00 270 330 10xl0xl2 0.68 0.68 0.75 12.00 12.00 355 -- 12)6x6 0.75 0.55 0.55 12.00 12.00 325 -- 12x6x8 0.75 0.55 0.60 12.00 12.00 345 -- 12x8)6 0.75 0.60 0.55 12.00 12.00 340 -- 12x8x8 0.75 0.60 0.60 12.00 12.00 290 -- 12)6x12 0.75 0.60 0.75 12.00 12.00 365 - 12x10)6 0.75 0.68 0.55 12.00 12.00 375 - 12x10x8 0.75 0.68 0.60 12.00 12.00 380 -- l2xlOxl( 0.75 0.68 0.68 12.00 12.00 345 -- 12x10x12 0.75 0.68 0.75 12.00 12.00 370 Size Dimensions Weight T TI T2 H J TEE CROSS 12x4 0.75 0.52 --- 12.00 12.00 290 310 12)6 0.75 0.55 - 12.00 12.00 295 320 124 0.75 0.60 - 12.00 12.00 310 345 12x10 0.87 0.80 - 12.00 12.00 360 415 12x12 0.87 0.87 - 12.00 12.00 385 460 14x4 0.66 0.52 - 14.00 14.00 370 - 144 0.66 0.55 - 14.00 14.00 375 400 14x8 0.66 0.60 - 14.00 14.00 390 425 14x10 0.66 0.68 - 14.00 14.00 400 460 14x12 0.82 0.75 - 14.00 14.00 470 555 14x12 0.66 0.75 - 14.00 14.00 425 505 14x14 0.82 0.82 - 14.00 14.00 500 595 14x14 0.66 0.66 - 14.00 14.00 435 530 16x4 0.70 0.52 - 15.00 15.00 460 - 16)6 0.70 0.55 - 15.00 15.00 465 490 16)6 0.70 0.60 - 15.00 15.00 475 520 16x10 0.70 0.68 - 15.00 15.00 495 555 16x12 0.70 0.75 - 15.00 15.00 520 605 16x14 0.89 0.82 - 15.00 15.00 610 700 16x14 0.70 0.66 - 15.00 15.00 530 620 16x16 0.89 0.89 - 15.00 15.00 635 755 16x16 0.70 0.70 - 15.00 15.00 550 665 18x6 0.75 0.55 - 13.00 15.50 480 505 18x8 0.75 0.60 - 13.00 15.50 495 535 18x10 0.75 0.68 - 13.00 15.50 510 560 18x12 0.75 0.75 - 13.00 15.50 535 610 18x14 0.75 0.66 - 16.50 16.50 630 720 18x16 0.96 0.89 - 16.50 16.50 760 880 18x16 0.75 0.70 - 16.50 16.50 650 765 18x18 0.96 0.96 - 16.50 16.50 785 915 18x18 0.75 0.75 - 16.50 16.50 665 795 204 0.80 0.55 - 14.00 17.00 610 635 20x8 0.80 0.60 - 14.00 17.00 620 665 20x10 0.80 0.68 - 14.00 17.00 635 685 20x12 0.80 0.75 - 14.00 17.00 660 735 20x14 0.80 0.66 - 14.00 17.00 665 745 20x16 0.80 0.70 - 18.00 18.00 810 915 20x18 1.03 0.96 - 18.00 18.00 965 1100 20x18 0.80 0.75 - 18.00 18.00 820 945 20Q0 1.03 1.03 - 18.00 18.00 1005 1175 20,Q0 0.80 0.80 - 18.00 18.00 885 1015 24)6 0.89 0.55 - 15.00 19.00 845 875 24)6 10.89 0.60 - 15.00 19.001 860 1 895 NOT INCLUDED IN AWWA Cli 0 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 * Page 29 LI * FLANGE SLUDGE SHOE A "PIPE PRODUCTS 0 TEES & CROSSES ICONTINUED Size Dimensions Weight T TI H J TEE CROSS 24x10 0.89 0.68 15.00 19.00 880 930 24x12 0.89 0.75 15.00 19.00 890 960 24x14 0.89 0.66 15.00 19.00 900 975 24x16 0.89 0.70 15.00 19.00 915 1010 24x18 0.89 0.75 22.00 22.00 1220 1365 240 1.16 1.03 22.00 22.00 1510 1695 24,20 0.89 0.80 22.00 22.00 1255 1430 244 1.16 1.16 22.00 22.00 1585 1850 24Q4 0.89 0.89 22.00 22.00 1330 1570 30)6 1.03 0.55 18.00 23.00 1725 - 30x12 1.03 0.75 18.00 23.00 1490 1565 30x14 1.03 0.66 18.00 23.00 1490 1570 30x16 1.03 0.70 18.00 23.00 1505 1605 30x18 1.03 0.75 18.00 23.00 1515 1615 30Q0 1.03 0.80 18.00 23.00 1540 1670 304 1.37 1.16 25.00 25.00 2475 2695 30Q4 1.03 0.89 25.00 25.00 2025 2245 30x30 1.37 1.37 25.00 25.00 2615 2980 30x30 1.03 1.03 25.00 25.00 2150 2500 36x12 1.15 0.75 20.00 26.00 2170 2240 36x14 1.15 0.66 20.00 26.00 2175 2240 36x16 1.15 0.70 20.00 26.00 2185 2270 36x18 1.15 0.75 20.00 26.00 2190 2280 36x20 1.15 0.80 20.00 26.00 2210 2325 36,Q4 1.15 0.89 20.00 26.00 2255 2405 36x30 1.58 1.37 28.00 28.00 3745 4025 36x30 1.15 1.03 28.00 28.00 3000 3300 3646 1.58 1.58 28.00 28.00 3930 4405 3646 1.15 1.15 28.00 28.00 3160 3620 42x12 1.28 0.75 23.00 30.00 3165 3240 42x14 1.28 0.66 23.00 30.00 3170 3240 42x16 1 1.28 0.70 23.00 30.00 3180 1 3270 FLANGED Fittings ANSI/AWWA C110/A21.10 DI & CI FLANGED TEES & CROSSES (CONTINUED) Size Dimensions Weight T TI H J TEE CROSS 42x18 1.28 0.75 23.00 30.00 3185 3275 42Q0 1.28 0.80 23.00 30.00 3205 3320 424 1.78 1.16 23.00 30.00 4020 4135 42Q4 1.28 0.89 23.00 30.00 3245 3395 42x30 1.78 1.37 31.00 31.00 5225 5445 42x30 1.28 1.03 31.00 31.00 4125 4375 42x36 1.78 1.58 31.00 31.00 5360 5720 42x42 1.78 1.78 31.00 31.00 5580 6155 48x12 1.42 0.75 26.00 34.00 4315 4390 48x14 1.42 0.66 26.00 34.00 4315 4385 48x16 1.42 0.70 26.00 34.00 4330 4415 48x18 1.42 0.75 26.00 34.00 4330 4420 48)2O 1.42 0.80 26.00 34.00 4350 4460 48,Q4 1.42 0.89 26.00 34.00 4385 4535 4840 1.96 1.37 26.00 34.00 5540 5705 48x30 1.42 1.03 26.00 34.00 4455 4670 48x36 1.96 1.58 34.00 34.00 7035 7310 48x36 1.42 1.15 34.00 34.00 5555 5880 48x42 1.96 1.78 34.00 34.00 7195 7630 48x48 1.96 1.96 34.00 34.00 7385 8005 54x12 1.05 0.75 29.00 37.00 4435 4575 54x14 1.05 0.66 29.00 37.00 4435 4575 54x16 1.05 0.70 29.00 37.00 4450 4605 54x18 1.05 0.75 29.00 37.00 4460 4625 54,QO 1.05 0.80 29.00 37.00 4480 4665 54,Q4 1.05 0.89 29.00 37.00 4515 4700 54x30 1.05 0.72 31.00 37.00 4615 4800 5446 1.05 0.77 31.00 37.00 4695 4950 54x42 1.05 0.88 39.00 39.00 5740 6210 54x48 1.05 0.94 39.00 39.00 5850 6425 54)64 1.05 1.05 39.00 39.001 60251 6780 CI CI CI CI CI Cl Size Dimensions Wt L LI B.C. Hole dia. 0.67 3 12.00 6.00 5.50 0.75 7.00 25 4 12.00 6.00 7.00 0.75 8.50 35 6 12.00 6.00 7.88 0.88 9.50 45 8 12.00 6.00 10.12 0.88 11.75 65 10 12.00 6.00 12.25 1.00 14.00 85 12 1 12.00 6.00 15.25 1.00 17.00 1 120 * NOT INCLUDED IN AW4A C1 10 Page 30 Size Dimensions Wt T TI A S 4x4x4 0.52 0.52 6.50 3.00 50 6x4x4 0.55 0.52 8.00 3.50 75 6)6)6 0.55 0.55 8.00 3.50 80 844 0.60 0.55 9.00 4.50 120 8x8x8 0.60 0.60 9.00 4.50 125 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 * FLANGE TRUE.... FLANGED Fittings PJPEPRODUCTS ANSI/AWWA C110/A21.10 DI & CI 45(\ A A * FIE WYE LATERALS Size Dimensions Wt I TI A B 34 0.48 0.48 10.00 3.00 45 43 0.52 0.48 12.00 3.00 65 4x4 0.52 0.52 12.00 3.00 75 6x4 0.55 0.52 14.50 3.50 105 6x6 0.55 0.55 14.50 3.50 120 8x4 0.60 0.52 17.50 4.50 165 8x6 0.60 0.55 17.50 4.50 175 8x8 0.60 0.60 17.50 4.50 200 10x4 0.68 0.52 20.50 5.00 240 10x6 0.68 0.55 20.50 5.00 250 10x8 0.68 0.60 20.50 5.00 335 10x10 0.68 0.68 20.50 5.00 335 12x4 0.75 0.52 24.50 5.50 350 124 0.75 0.55 24.50 5.50 370 12x8 0.75 0.60 24.50 5.50 395 12x10 0.75 0.68 24.50 5.50 420 12x12 0.75 0.75 24.50 5.50 515 146 0.66 0.55 27.00 6.00 475 148 0.66 0.60 27.00 6.00 500 14x10 0.66 0.68 27.00 6.00 525 1412 0.66 0.75 27.00 6.00 570 14x14 0.66 0.66 27.00 6.00 605 164 0.70 0.55 30.00 6.50 620 16x8 0.70 0.60 30.00 6.50 645 16x10 0.70 0.68 30.00 6.50 675 16x12 0.70 0.75 30.00 6.50 715 16x14 0.70 0.66 30.00 6.50 755 16x16 0.70 0.70 30.00 6.50 805 18x8 0.75 0.60 32.00 7.00 780 18x10 0.75 0.68 32.00 7.00 810 18x12 0.75 0.75 32.00 7.00 850 18x14 0.75 0.66 32.00 7.00 885 18x16 0.75 0.70 32.00 7.00 935 18x18 0.75 0.75 32.00 7.00 980 20x10 0.80 0.68 35.00 8.00 1025 20x12 0.80 0.75 35.00 8.00 1065 20x14 0.80 0.66 35.00 8.00 1110 20x16 0.80 0.70 35.00 8.00 1155 200 1 0.80 0.80 35.00 8.00 1 1265 "F';EiLATERALS Size Dimensions Wt T TI A B 248 0.89 0.60 40.50 9.00 1425 24x10 0.89 0.68 40.50 9.00 1460 24x12 0.89 0.75 40.50 9.00 1500 24x14 0.89 0.66 40.50 9.00 1560 24x16 0.89 0.70 40.50 9.00 1615 24x18 0.89 0.75 40.50 9.00 1680 24,QO 0.89 0.80 40.50 9.00 1750 244 0.89 0.89 40.50 9.00 1905 30x12 1.03 0.75 49.00 10.00 2545 30x14 1.03 0.66 49.00 10.00 2590 30x16 1.03 0.70 49.00 10.00 2645 30x18 1.03 0.75 49.00 10.00 2690 300 1.03 0.80 49.00 10.00 2760 30,Q4 1.03 0.89 49.00 10.00 2915 300 1.03 1.03 49.00 10.00 3225 36x12 1.15 0.75 60.00 19.50 4490 36x14 1.15 0.66 60.00 19.50 4545 36x16 1.15 0.70 60.00 19.50 4610 36x18 1.15 0.75 60.00 19.50 4670 360 1.15 0.80 60.00 19.50 4750 36Q4 1.15 0.89 60.00 19.50 4920 36x30 1.15 1.03 60.00 19.50 5255 36x36 1.15 1.15 60.00 19.50 5740 420 1.28 0.80 60.00 11.75 6680 424 1.28 0.89 60.00 11.75 6850 42x30 1.28 1.03 63.00 11.75 7185 42x36 1.78 1.58 66.00 12.00 7670 42x42 1.78 1.78 71.00 15.00 9185 48Q4 1.42 0.89 64.00 5.00 8695 48x30 1.42 1.03 68.00 9.00 9030 48x36 1.42 1.15 72.00 7.00 9515 48x42 1.96 1.78 77.00 16.00 11030 48x48 1.96 1.96 77.00 16.00 12115 54,Q4 1.05 0.89 67.00 5.00 6220 54x30 1.05 0.72 72.00 9.00 6826 54x36 1.05 0.77 76.00 9.00 7600 54x42 1.05 0.88 81.00 14.00 8930 54x48 1.05 0.94 86.00 18.00 9480 5444 1 1.05 1.05 90.00 20.00 1 11780 NOT INCLUDED IN AWJA GilD Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 * Page 31 L - _____ L - REDUCERS Size Dimensions Wt T TI L 3 0.48 0.31 6.00 16 4Q 0.52 0.31 7.00 25 4x3 0.52 0.48 7.00 30 6,Q 0.55 0.31 7.00 35 6x3 0.55 0.48 9.00 40 6x4 0.55 0.52 9.00 45 6x5 0.55 0.52 9.00 52 84 0.60 0.48 11.00 60 8x4 0.60 0.52 11.00 65 8x5 0.60 0.52 11.00 70 8)6 0.60 0.55 11.00 75 10x4 0.68 0.52 12.00 85 10x6 0.68 0.55 12.00 90 10x8 0.68 0.60 12.00 110 12x4 0.75 0.52 14.00 120 12)6 0.75 0.55 14.00 130 124 0.75 0.60 14.00 145 12x10 0.75 0.68 14.00 170 144 0.66 0.55 16.00 155 144 0.66 0.60 16.00 175 14x10 0.66 0.68 16.00 190 14x12 1 0.66 0.75 16.00 220 * BLIND FLANGES Size Dimensions Wt 0 Q V I 3 7.50 0.75 0.69 3.00 9 4 9.00 0.94 0.88 4.00 16 6 11.00 1.00 0.94 6.00 25 8 13.50 1.12 1.06 8.00 42 10 16.00, 1.19 1.12 10.00 63 12 19.00 1.25 0.81 12.00 85 14 21.00 1.38 0.88 14.00 120 16 23.50 1.44 1.00 16.00 145 18 25.00 1.56 1.06 18.00 195 20 27.50 1.69 1.12 20.00 245 24 32.00 1.88 1.25 24.00 370 30 38.75 2.12 1.44 30.00 500 36 46.00 2.38 1.62 36.00 790 42 53.00 2.62 1.81 42.00 1300 48 59.50 2.75 2.00 48.00 1740 54 66.25 3.00 2.50 54.00 2600 REDUCERS Size Dimensions Wt T TI L 16)6 0.70 0.55 18.00 190 16)6 0.70 0.60 18.00 210 16x10 0.70 0.68 18.00 235 16x12 0.70 0.75 18.00 265 16x14 0.70 0.66 18.00 280 18)6 0.75 0.60 19.00 240 18x10 0.75 0.68 19.00 265 18x12 0.75 0.75 19.00 295 18x14 0.75 0.66 19.00 310 18x16 0.75 0.70 19.00 340 20x10 0.80 0.68 20.00 310 20x12 0.80 0.75 20.00 345 20x14 0.80 0.66 20.00 355 20x16 0.80 0.70 20.00 390 20x18 0.80 0.75 20.00 410 24x12 0.89 0.75 24.00 480 24x14 0.89 0.66 24.00 490 24x16 0.89 0.70 24.00 525 24x18 0.89 0.75 24.00 550 24x20 0.89 0.80 24.00 590 30x16 1.03 0.70 30.00 770 30x18 1.03 0.75 30.00 810 300 1.03 0.80 30.00 870 30,04 1.03 0.89 30.00 970 3640 1.15 0.80 36.00 1230 36x24 1.15 0.89 36.00 1345 36)60 1.15 1.03 36.00 1555 42x24 1.28 0.89 42.00 1820 4240 1.28 1.03 42.00 2060 4246 1.28 1.15 42.00 2345 48)60 1.42 1.03 48.00 2625 4846 1.42 1.15 48.00 2950 48x42 1.42 1.28 48.00 3320 5440 0.90 0.61 32.00 1625 5446 0.90 0.66 28.00 1680 54x42 0.90 0.76 25.00 1800 54x48 1 0.90 0.80 18.00 1 1695 * FLANGED Fittings JPE PRODUCTS ANSI/AWWA C110/A21.10 DI & CI *NOT INCLUDED IN AWIA C11O Page 32 Tel: (800) 999-3009, (281) 558-3000, Fax: (281) 558-9000 Catalog1 Part Number G-16 !1k.i. Bonnet Bolts & Nuts Material 316 Stainless Steel 11215 .F2TT ASTM F593 (bclt)IASTM F594 (nut) 6-27 Wrench Nut Ductile Iron ASTM A536 V 6-41 Stuffing Box Bolts & Nuts 316 Stainless Steel ASTM F593 (olt)IASTM F594 (nut) 6-49 Stem 0-rings (3) Nitrile ASTM D2000 6-152 Stuffing Box Ductile Iron ASTM A536 V G-200 Wrench Nut Cap Screw 316 Stainless Steel ASTM F593 G-201 Stuffing Box with dirt seal Nitrile ASTM D2000 6-203 Stem Bronze ASTM B138 G-205 Stem Nut Bronze ASTM B584 6-206 Guide Cap Bearings Acetal - G-208 Anti-friction Washers (2) Acetal - G-209 Wedge, Rubber Encapsulated Ductile Iron ASTM A536 V G-210 Bonnet Ductile Iron ASTM A536 V 6-211 Bonnet 0-ring Nitrile ASTM D2000 6-212 Body Ductile Iron ASTM A536 V Dimensions am 0.00C 0-lU 042 0401 0400 0.202 O.OIC 0-IS 0.211 0402 0.222 UL/FM N.R.S. RESILIENT WEDGE GATE VALVES MECHANICAL JOINT SEC11ON B-I Rev. 7-17 oded area indicates dianle 4", 6", 8', 10" and 12" sizes UL 262 Listed and FM 1120/1130 Approved and certified to ANSI/NSF 61 & 372 Iron body with Mueller PRO-GARD5 Fusion Bonded Epoxy Coated interior and exterior surfaces Non-rising bronze stem Rubber encapsulated iron wedge Options Stainless steel stem: Type 304 and Type 316 Low zinc, silicon bronze ASTM B98-C661 001H02 stem EPDM disc and 0-rings Parts List Mechanical joint ends comply with ANSI/AWWA CIII 350psi9 (2400 kPa/24 barg) maximum working pressure, 700psig (4800 kPa/48 bar) static test Triple 0-ring seal (2 above the thrust collar and I below) Epoxy coating meets or exceeds all applicable requirements ANSI/AWWA C550 Meets or exceeds all applicable requirements of ANSI/AMNA C515 P-2361-20 (with M.J. Accessories) P-2361-23 (less M.J. Accessories) MECHANICAL JOINT ENDS Indicator Post Style Stuffing box 2" Square Operating Nut IIJIll1j5H.1I A 2104- 14.19 18.00 21.50 25.50 28.62 FF 10.00 11.60 12.68 14.88 15.0 E 12.00 12.00 12.00 12.00 12.00 o (bore) 4.30 6.30 8.30 10.30 12.30 00 7.50 9.50 11.75 14.00 16.25 N 9.12 11.12 13.37 15.62 17.88 L 2.50 2.50 2.50 2.50 2.50 DD 5.00 6.6 7.68 9.88 10 - O (number and size of holes) 4-.88 6-.88" 6-88' 8-.88' Turns toopen 14 20.5 26.5 33 38.5 Weight (Ibs.) 115 174 261 373 498 See page B-1-18 for ordering instructions. +MJ accessories are included and palletized separately from valves. 0A11 dimensions are in inches. All weights are in approximate pounds. Fully encapsulated in molded rubber with no iron exposed. V Material strength ASTM A536 65-45 minimum Page B-I-lI -__ UL/FM SECTION INDICATOR POST E-1 FEATURES Rev. 10-17 Shaded area indicates change Mueller® Indicator Post are used in fire protection systems and perform several functions. The Indicator Post provides a means to operate a buried or otherwise inaccessible valve. Also, the Indicator Post readily and clearly indicates whether the valve is open or shut. All Mueller Indicator Posts are UL listed and 4-14" Indicator Posts are FM Approved. Mueller Indicator Posts are designed to withstand up to 900 ft. - lbs. of operating torque. Mueller Indicator Posts are designed to operate 4" through 24" post indicator valves requiring 14 to 75 turns to open, and can be ordered to open left or open right. They are available in adjustable, non- adjustable or wall mount styles. All have a cast boss on the upper barrel that is tapped with 1/2" NPT to allow a supervisory switch to be installed. The Mueller Adjustable Indicator Post has a 24.25" adjustment range* and can be easily adjusted in the field without disassembly. The unique telescop- ing stem shaft design speeds field adjustment and eliminates the need to disassemble and saw off sec- tions of stem. The base bell is attached to the lower barrel with large diameter set screws to speed in- stallation. The upper barrel is made of tough carbon steel, and the telescoping lower barrel is made of schedule 40 PVC material (ductile iron is optional). The Mueller design uses the operating wrench to make the post tamper proof. The operating wrench can be stored on the Indicator Post (as shown in the illustration to the right) so that one end of wrench fits over the post operating nut to secure it in position. A slot in the wrench handle fits over a post on the barrel. A customer supplied padlock can be used to lock the operating wrench to the barrel to resist unauthorized operation. The Mueller Wall Mount Indicator Post is used to operate a valve installed behind a wall and indicates if that valve is open or shut. The Post has a 12" diameter base with 3/4" bolt holes which can be mounted to a wall. 'Applies to'ORDER LENGTH codes B through F; code A has 22 adjustment. All 4'-14' Posts are preset fora Mueller 6' PIV Open Left All l6'-24 Posts are preset for a Mueller 24' PIV Open Left Page E-1-1 I I I UL/FM A-20806: Adjustable Type Indicator Post U UL Listed U FM Approved PARTS LIST UE11r P206 JIk.ii SHUT Target taiai Plastic 'iE3flI1dnr.FIT.0 Nylon P209 OPEN Target Plastic Nylon P217 otter Pin (short) Brass ASTM B21 P218 Coupling eel ASTM A500 GR.B P219 otter Pin (long) Brass ASTM B21 P242 Retaining ring Stainless Steel AlSl 302 P244 Hex Bolt Steellzinc plated ASTM A307 GR.A P248 Post Head Cast Iron** ASTM A126 CL.B P273 Bell Cast Iron ASTM A126 CL.B P303 Hex Nut Steel/zinc plated ASTM A563 GR.B P304 Operating Nut Ductile Iron ASTM A536 P305 Cap Plastic Polypropylene P307 Spring pin Stainless Steel AlSI 420 P308 Threaded sleeve Plastic Nylon P309 Upper stem §ieel ASTM A513 P315 Pipe plug - hex socket Steel - P317 Window Polycarbonate - P322 Hex head screw Steel/zinc plated SAE J429 P323 Lower Barrel PVC* 0R14 UL Listed P324 Upper Barrel Steel ASTM A53 GR.B P325 Wrench Ductile Iron ASTM A536 P326 Lower Stem Steel ASTM A500 GR.B P329 Socket head set screw Steel ANSI B18.3 P350 Coupling Insert Steel ASTM A500 GR.B P353 Washer* Stainless Steel AlSI 304 Washer use discontinued in 2011. Not requred when P305 cap is used. Manufacturers option to change material to Ductile iron ASTM A536 Optional ductile iron lower barrel available SECTION E-1 Rev. 03-18 Shaded aria Indicates chi ADJUSTABLE INDICATOR POST FOR 4"-14" VALVES P325 P3o5— P242=......0 P317 IN P2) P2) .P21 P322 P244 A-20806 P303 NOMINAL TRENCH DEPTHS FOR MUELLER RESILIENT WEDGE POST INDICATOR VALVES Valve Size ORDER LENGTH" A Mm. Max. ORDER ORDER "ORDER LENGTH" LENGTH" LENGTH" B C D Mm. Max. Mm. Max. Mm. Max. ORDER ORDER LENGTH" LENGTH" E F Mm. Max. Mm. I Max. I' D DIMENSION ADJUSTMENT RANGE IiNSHF.D GRADE (SEE w)TTCU TABLE FOR MAXIMUM AND MINIMUM LENGTHS AS A ruNCnori or "ORDER LENGTH U 25-3/4 (933.5 n,m) (762.0 .rn) BURY LINE. 4- 10- (254.0 nrn) POST ADJUSTING SCREWS 'ID. (TRENCH 0rpm) Page E-1-2 See page E-1-17 for ordering instructions uuuLu uisiea ano i-ivi approvea Description Check valves feature cast brass** bodies with a spring loaded clapper assembly making this valve suitable for vertical or horizontal installations. Features metal faced clapper with 0-ring seat. Rated to 300 psi. Valve bodies are tapped and plugged ½" IPS for additional equipment such as a ball drip valve when used in conjunction with a Fire Department Connection or a pressure gauge when used in a supply line. Installation Install in accordance with approved installation practices. Use an approved thread sealant such as PipeFit Thread Sealing Paste with PTFE on all threaded connections. Make sure that proper lubrication has been applied to groove coupling gaskets for groove end valves. DO NOT OVER TIGHTEN THREADED CONNECTIONS. OVERTIGHTENING MAY CAUSE DISTORTION OF THE BODY AND THREADS OF THE VALVE LEADING TO IMPROPER PERFORMANCE AND PRODUCT FAILURE. SpecificatiOns Material: Cast Brass Pressure Rated: 300psi Size: 1½" IPS* 2" IPS 2½" IPS 3' IPS 4" IPS Configurations: MNPTXGRV MNPTxFNPT GRVxGRV FNPT x FNPT 1 ½" only Contains lead Not for use in water systems intended for human consumption. *1 1/2" size is UL/ULc listed but not FM approved 3198 LIONSHEAI) AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 0 2015 Fire Protection Products, Inc. Material Specifications BODY - BRASS - ASTM C37700 CLAPPER - BRASS - ASTM C377 PIN - BRASS - ASTM C86300 SPRING - STAINLESS STEEL 0-RING - NBR-1 052 THREADED PORT - BRASS NPT 1A" ON 1 ½' ½" ON All V- 4 3 2 5 6 Ii Connection, Straight Pattern Description The Straight Pattern Fire Department Connection is Underwrit- ers' Laboratories listed and Factory Mutual Approved. Manufac- tured from solid brass* components to increase service life. The single clapper design features brass clapper and brass seats within a cast brass* body. The 2 1/2" swivels are pin lug design for ease of use and compatibility with local fire service districts. Swivel gaskets are included. Breakable caps or plugs should be installed to protect swivels and prevent debris from being acci- dently introduced into the water way. Installation Installation of the Fire full turn past hand tight. Make Department Connection is sure FDC is aligned accord- achieved with readily avail- ing to requirements. able jobsite tools. Prior to installation make sure the DO NOT OVER TIGHTEN. proper identification sign has OVERTIGHTENING MAY been installed on the nipple. CAUSE SEVERE STRETCH- Coat male threads of 4" IPS ING AND POSSIBLE nipple liberally with a suitable CRACKING OF THE OF pipe thread sealant such as THE FDC BODY. Pipefit. Tighten FDC one *Contains lead. Not for use in water sys- tems intended for human consumption. Specifications Size: 4" IPS Outlet (2) 2 1/2" Swivel Inlets Type: Straight Pattern Material: Brass* *Swivels: NST 3.0686x 7.5T CF 2.9900x 7.5T BCT 3.0000 x 8 TP NYFD 3.0300 x 8 TP QST 3.0310 x 7 TP CIN-new 3.0580 x 6 TP PHX 3.0620 x 6 TP TEM 3.0750 x 6 TP CLV 3.0780x 8 T CIN-old 3.0930 x 6 TP ONT .1250x 5TP DET 2.1250 x 7.5T NovaSco 3.2300 x 5 TP Dayton 3.2340 x 6 TP Richmon 2.3120 x 8 TP Raleigh ..3400 x 6 TP Approvals: UL Lised 300psi FM Approved 300psi 01995-2010 Fire Protection Products, Inc (FPPI) rev071410 Fire Protection Products, Inc P p •• 6241 Yarrow Dr.. Suite A, Carlsbad, CA 92011-154'r For questions: 1 800 344-1822 • 1 800 344-3775 fax www.fppi.com LISA M. MEADOR P.O. BOX 7373. RIVERSIDE,CA 92513 HYDRAULIC CALCULATIONS FOR MERCEDES BENZ - CARLSBAD - .33/3000 2250 RUTHERFORD ROAD, CARLSBAD, CA DRAWING NUMBER: NA DATE: JUL 6, 2018 -DESIGN DATA- REMOTE AREA NUMBER: NA REMOTE AREA LOCATION: NA OCCUPANCY CLASSIFICATION: SPEC BUILDING-DEALERSHIP DENSITY: .33 gpm/sq. ft. AREA OF APPLICATION: 3000 sq. ft. COVERAGE PER SPRINKLER: 96 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO TYB SR 3/4 X 286 UPRIGHT NUMBER OF SPRINKLERS CALCULATED: 31 * IN-RACK SPRINKLER DEMAND: NONE gpm HOSE-STREAM DEMAND: 400 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 1593.7 gpm FLOW AND PRESSURE (AT BASE OF RISER): 1193.7 gpm @ 85.4 psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: NA *DETAILS: WATER SUPPLY ***SEE SITE PLAN FOR INFORMATION Source: Test Date: Test By: Location: Static: psi Residual: psi Flow: gpm Source Elevation Relative to Finished Floor Level: ft. INSTALLING CONTRACTOR Name: HAMILTON FIRE PROTECTION Address: MUIRETTA, CA Phone: 951-834-6305 Certification number: C16 NAME OF DESIGNER: LISA MEADOR AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE PREVENTION NOTES: Calculations performed by HASS under license # 50031100 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) 120.0 100.0 G A U 80.0 G E P R 60.0 E S S U R 40.0 E S 20.0 1 0.0 -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD WATER SUPPLY ANALYSIS Static: 97.20 psi Resid: 85.50 psi Flow: 2750.0 gpm LEGEND 1 Iaabe pressure 92.94 psi @ 1593.7 gpm 2 •Required pressure 92.26 psi @ 1593.7 gpm A jAvail. OnSite Demand Press. 92.94 psi 8 1193.7 gpm A Req. OnSite Demand Press. 92.26 psi 8 1193.7 gpm Source Supply Curve System Demand Curve Available at Source 600900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SUP 97.2 85.5 2750.0 92.9 1593.7 92.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1593.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1093.7 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE NOTES (FT) (PSI) (PSI) (GPM) 1 21.0 - - - - 33.0 32.8 - - - 2 22.0 K= 8.00 17.2 16.1 32.1 3 22.0 K= 8.00 16.4 15.8 31.8 4 22.0 K= 8.00 16.0 15.7 31.7 5 22.0 K= 8.00 15.9 15.7 31.7 6 22.0 K= 8.00 15.8 15.8 31.8 7 22.0 K= 8.00 15.8 15.7 31.7 8 22.0 K= 8.00 16.0 15.7 31.7 9 22.0 K= 8.00 16.4 15.8 31.8 10 22.0 K= 8.00 17.1 16.1 32.1 11 21.0 - - - - 28.3 28.1 - - - 12 21.0 - - - - 33.3 32.4 - - - 13 22.0 K= 8.00 18.4 17.1 33.1 14 22.0 K= 8.00 17.5 16.7 32.7 15 22.0 K= 8.00 17.0 16.5 32.5 16 22.0 K= 8.00 16.7 16.6 32.6 17 22.0 K= 8.00 16.7 16.7 32.7 18 22.0 K= 8.00 16.7 16.6 32.6 19 22.0 K= 8.00 16.8 16.5 32.5 20 22.0 K= 8.00 17.1 16.6 32.6 21 22.0 K= 8.00 17.8 16.8 32.8 22 21.0 - - - - 28.6 27.8 - - - 23 21.0 - - - - 34.2 32.2 - - - 24 22.0 K= 8.00 19.9 18.7 34.6 25 22.0 K= 8.00 19.1 18.4 34.3 26 22.0 K= 8.00 18.7 18.3 34.2 27 22.0 K= 8.00 18.5 18.4 34.3 28 22.0 K= 8.00 18.5 18.5 34.4 29 22.0 K= 8.00 18.5 18.3 34.3 30 22.0 K= 8.00 18.7 18.3 34.2 31 22.0 K= 8.00 19.2 18.4 34.3 32 22.0 K= 8.00 20.0 18.8 34.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE NOTES (FT) (PSI) (PSI) (GPM) 33 21.0 - - - - 29.4 27.5 - - - 34 21.0 - - - - 36.2 32.9 - - - 35 22.0 K= 8.00 26.7 26.0 40.8 36 22.0 K= 8.00 26.3 26.0 40.8 37 22.0 K= 8.00 26:2 26.2 41.0 38 22.0 K= 8.00 26.2 26.1 40.9 39 22.0 K= 8.00 26.3 26.0 40.8 40 21.0 - - - - 31.3 28.6 - - - 41 21.0 - - - - 39.4 35.4 - - - 42 21.0 - - - - 33.8 31.7 - - - 43 21.0 - - - - 43.0 38.3 - - - 44 21.0 - - - - 35.9 34.3 - - - 45 21.0 - - - - 53.5 49.4 - - - SUP 0.0 SOURCE 92.3 92.3 1193.7 47 21.0 - - - - 50.3 48.7 - - - 48 21.0 - - - - 37.6 36.5 - - - 49 21.0 - - - - 49.2 48.2 - - - 50 21.0 - - - - 38.7 38.0 - - - 51 21.0 - - - - 48.5 47.9 - - - 52 21.0 - - - - 39.4 39.0 - - - 53 21.0 - - - - 48.1 47.8 - - - 54 21.0 - - - - 39.8 39.5 - - - 55 21.0 - - - - 48.0 47.8 - - - 55A 21.0 - - - - 44.8 44.6 - - - 56 21.0 - - - - 39.8 39.6 - - - 57 21.0 - - - - 47.9 47.9 - - - 57A 21.0 - - - - 44.8 44.6 - - - 58 21.0 - - - - 39.9 39.7 - - - TOR 21.0 - - - - 61.6 57.5 - - - ALV 4.0 - - - - 81.0 76.9 - - - BOR 0.0 HOSE STREAM 84.6 84.3 100.0 BOG 0.0 - - - - 85.1 84.8 - - - DI 0.0 - - - - 85.4 85.0 - - - PIV 0.0 - - - - 86.3 85.9 - - - BF1 0.0 - - - - 86.5 86.2 - - - BF2 0.0 - - - - 86.9 86.9 BF3 0.0 - - - - 91.3 91.3 - - - BF4 0.0 - - - - 91.7 91.3 - - - KG 0.0 - - - - 91.8 91.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD NFPA3 PIPE DATA Pipe Tag K-fac Vel Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT PN (q) Node! Nom ID Eq.Ln. F (Pv) (Pe) Notes Frm Node El (ft) PT PN Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 8.00 12.8 32.1 Disch 83.00 120 17.2 2 22.0 17.2 16.1 113.2 3 2.000 E: 6.0 18.00 1.1 0.4 1 21.0 33.0 32.8 145.3 2.157 T:12.0 101.00 0.152 15.4 Pipe: 2 8.00 9.9 31.8 Disch 8.00 120 16.4 3 22.0 16.4 15.8 81.4 4 2.000 ---- 0.00 0.7 0.0 2 22.0 17.2 16.1 113.2 2.157 8.00 0.096 0.8 Pipe: 3 8.00 7.1 31.7 Disch 8.00 120 16.0 4 22.0 16.0 15.7 49.7 5 2.000 ---- 0.00 0.3 0.0 3 22.0 16.4 15.8 81.4 2.157 8.00 0.052 0.4 Pipe: '4 8.00 4.4 31.7 Disch 8.00 120 15.9 5 22.0 15.9 15.7 18.0 6 2.000 ---- 0.00 0.1 0.0 4 22.0 16.0 15.7 49.7 2.157 8.00 0.021 0.2 Pipe: 5 8.00 1.6 31.8 Disch 8.00 120 15.8 6 22.0 15.8 15.8 -13.9 7 2.000 ---- 0.00 0.0 0.0 5 22.0 15.9 15.7 18.0 2.157 8.00 0.003 0.0 Pipe: 6 8.00 1.2 31.8 Disch 8.00 120 15.8 6 22.0 15.8 15.8 -18.0 5 2.000 ---- 0.00 0.0 0.0 7 22.0 15.8 15.7 13.9 2.157 8.00 0.002 0.0 Pipe: 7 8.00 4.0 31.7 Disch 8.00 120 15.8 7 22.0 15.8 15.7 13.9 6 2.000 ---- 0.00 0.1 0.0 8 22.0 16.0 15.7 45.6 2.157 8.00 0.018 0.1 Pipe: 8 8.00 6.8 31.7 Disch 8.00 120 16.0 8 22.0 16.0 15.7 45.6 7 2.000 ---- 0.00 0.3 0.0 9 22.0 16.4 15.8 77.3 2.157 8.00 0.047 0.4 Pipe: 9 8.00 9.6 31.8 Disch 8.00 120 16.4 9 22.0 16.4 15.8 77.3 8 2.000 ---- 0.00 0.6 0.0 10 22.0 17.1 16.1 109.0 2.157 8.00 0.090 0.7 Pipe: 10 8.00 12.4 32.1 Disch 51.00 120 17.1 10 22.0 17.1 16.1 109.0 9 2.000 2T:24.0 24.00 1.0 0.4 11 21.0 28.3 28.1 141.1 2.157 75.00 0.144 10.8 Pipe:ll 0.0 5.6 0.0 12.00 120 33.0 1 21.0 33.0 32.8 145.3 2 3.000 ---- 0.00 0.2 0.0 12 21.0 33.3 32.4 145.3 3.260 12.00 0.020 0.2 Pipe: 12 8.00 13.7 33.1 Disch 83.00 120 18.4 13 22.0 18.4 17.1 123.2 14 2.000 ---- 0.00 1.3 0.4 12 21.0 33.3 32.4 156.3 2.157 83.00 0.174 14.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD Pipe Tag K-fac Vel Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT PN (q) Node! Nom ID Eq.Ln. F (Pv) (Pe) Frm Node El (ft) PT PN Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 8.00 10.8 32.7 Disch 8.00 120 17.5 14 22.0 17.5 16.7 90.6 15 2.000 ---- 0.00 0.8 0.0 13 22.0 18.4 17.1 123.2 2.157 8.00 0.112 0.9 Pipe: 14 8.00 8.0 32.5 Disch 8.00 120 17.0 15 22.0 17.0 16.5 58.0 16 2.000 ---- 0.00 0.4 0.0 14 22.0 17.5 16.7 90.6 2.157 8.00 0.064 0.5 Pipe: 15 8.00 5.1 32.6 Disch 8.00 120 16.7 16 22.0 16.7 16.6 25.5 17 2.000 ---- 0.00 0.2 0.0 15 22.0 17.0 16.5 58.0 2.157 8.00 0.028 0.2 Pipe: 16 8.00 2.2 32.7 Disch 8.00 120 16.7 17 22.0 16.7 16.7 -7.2 18 2.000 ---- 0.00 0.0 0.0 16 22.0 16.7 16.6 25.5 2.157 8.00 0.006 0.0 Pipe: 17 8.00 0.6 32.7 Disch 8.00 120 16.7 17 22.0 16.7 16.7 -25.5 16 2.000 ---- 0.00 0.0 0.0 18 22.0 16.7 16.6 7.2 2.157 8.00 0.001 0.0 Pipe: 18 8.00 3.5 32.6 Disch 8.00 120 16.7 18 22.0 16.7 16.6 7.2 17 2.000 ---- 0.00 0.1 0.0 19 22.0 16.8 16.5 39.8 2.157 8.00 0.014 0.1 Pipe: 19 8.00 6.3 32.5 Disch 8.00 120 16.8 19 22.0 16.8 16.5 39.8 18 2.000 ---- 0.00 0.3 0.0 20 22.0 17.1 16.6 72.3 2.157 8.00 0.042 0.3 Pipe: 20 8.00 9.2 32.6 Disch 8.00 120 17.1 20 22.0 17.1 16.6 72.3 19 2.000 ---- 0.00 0.6 0.0 21 22.0 17.8 16.8 104.9 2.157 8.00 0.083 0.7 Pipe: 21 8.00 12.1 32.8 Disch 51.00 120 17.8 21 22.0 17.8 16.8 104.9 20 2.000 2T:24.0 24.00 1.0 0.4 22 21.0 28.6 27.8 137.7 2.157 75.00 0.138 10.3 Pipe: 22 0.0 5.4 0.0 12.00 120 28.3 11 21.0 28.3 28.1 141.1 10 3.000 ---- 0.00 0.2 0.0 22 21.0 28.6 27.8 141.1 3.260 12.00 0.019 0.2 Pipe: 23 0.0 11.6 156.3 13 12.00 120 33.3 12 21.0 33.3 32.4 145.3 1 3.000 ---- 0.00 0.9 0.0 23 21.0 34.2 32.2 301.6 3.260 12.00 0.079 0.9 Pipe: 24 8.00 13.4 34.6 Disch 83.00 120 19.9 24 22.0 19.9 18.7 118.1 25 2.000 ---- 0.00 1.2 0.4 23 21.0 34.2 32.2 152.7 2.157 83.00 0.167 13.9 Pipe: 25 8.00 10.4 34.3 Disch 8.00 120 19.1 25 22.0 19.1 18.4 83.8 26 2.000 ---- 0.00 0.7 0.0 24 22.0 19.9 18.7 118.1 2.157 8.00 0.104 0.8 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD Pipe Tag K-fac Vel Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT PN (q) Node/ Nom ID Eq.Ln. F (Pv) (Pe) Frm Node El (ft) PT PN Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 8.00 7.4 34.2 Disch 8.00 120 18.7 26 22.0 18.7 18.3 49.6 27 2.000 ---- 0.00 0.4 0.0 25 22.0 19.1 18.4 83.8 2.157 8.00 0.055 0.4 Pipe: 27 8.00 4.4 34.3 Disch 8.00 120 18.5 27 22.0 18.5 18.4 15.3 28 2.000 ---- 0.00 0.1 0.0 26 22.0 18.7 18.3 49.6 2.157 8.00 0.021 0.2 Pipe: 28 8.00 1.3 34.3 Disch 8.00 120 18.5 27 22.0 18.5 18.4 -19.0 26 2.000 ---- 0.00 0.0 0.0 28 22.0 18.5 18.5 15.3 2.157 8.00 0.002 0.0 Pipe: 29 8.00 1.7 34.4 Disch 8.00 120 18.5 28 22.0 18.5 18.5 -15.3 27 2.000 ---- 0.00 0.0 0.0 29 22.0 18.5 18.3 19.1 2.157 8.00 0.004 0.0 Pipe: 30 8.00 4.7 34.3 Disch 8.00 120 18.5 29 22.0 18.5 18.3 19.1 28 2.000 ---- 0.00 0.1 0.0 30 22.0 18.7 18.3 53.3 2.157 8.00 0.024 0.2 Pipe: 31 8.00 7.7 34.2 Disch 8.00 120 18.7 30 22.0 18.7 .18.3 53.3 29 2.000 ---- 0.00 0.4 0.0 31 22.0 19.2 18.4 87.5 2.157 8.00 0.060 0.5 Pipe: 32 8.00 10.7 34.3 Disch 8.00 120 19.2 31 22.0 19.2 18.4 87.5 30 2.000 ---- 0.00 0.8 0.0 32 22.0 20.0 18.8 121.9 2.157 8.00 0.110 0.9 Pipe: 33 8.00 13.7 34.7 Disch 51.00 120 20.0 32 22.0 20.0 18.8 121.9 31 2.000 ---i-- 0.00 1.3 0.4 33 21.0 29.4 27.5 156.5 2.157 51.00 0.175 8.9 Pipe: 34 0.0 10.7 141.1 11 12.00 120 28.6 22 21.0 28.6 27.8 137.7 21 3.000 ---- 0.00 0.8 0.0 33 21.0 29.4 27.5 278.8 3.260 12.00 0.068 0.8 Pipe: 35 0.0 17.5 152.7 24 12.00 120 34.2 23 21.0 34.2 32.2 301.6 12 3.000 ---- 0.00 2.1 0.0 34 21.0 36.2 32.9 454.3 3.260 12.00 0.168 2.0 8.00 40.8 Disch Pipe: 36 10.7 0.0 83.00 120 26.7 35 22.0 26.7 26.0 80.5 36 2.000 ---- 0.00 0.8 0.4 34 21.0 36.2 32.9 121.3 2.157 83.00 0.109 9.1 Pipe: 37 8.00 7.1 40.8 Disch 8.00 120 26.3 36 22.0 26.3 26.0 39.8 37 2.000 ---- 0.00 0.3 0.0 35 22.0 26.7 26.0 80.5 2.157 8.00 0.051 0.4 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD Pipe Tag K-fac Vel Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT PN (q) Node! Nom ID Eq.Ln. F (Pv) (Pe) Frm Node El (ft) PT PN Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 38 8.00 3.5 41.0 Disch 8.00 120 26.2 37 22.0 26.2 26.2 -1.2 38 2.000 ---- 0.00 0.1 0.0 36 22.0 26.3 26.0 39.8 2.157 8.00 0.014 0.1 Pipe: 39 8.00 0.1 41.0 Disch 8.00 120 26.2 37 22.0 26.2 26.2 -39.8 36 2.000 ---- 0.00 0.0 0.0 38 22.0 26.2 26.1 1.2 2.157 8.00 0.000 0.0 Pipe: 40 8.00 3.7 40.9 Disch 8.00 120 26.2 38 22.0 26.2 26.1 1.2 37 2.000 ---- 0.00 0.1 0.0 39 22.0 26.3 26.0 42.1 2.157 8.00 0.015 0.1 Pipe: 41 8.00 7.3 40.8 Disch 83.00 120 26.3 39 22.0 26.3 26.0 42.1 38 2.000 ---- 0.00 0.4 0.4 40 21.0 31.3 28.6 82.9 2.157 83.00 0.054 4.5 Pipe: 42 0.0 16.7 278.8 22 12.00 120 29.4 33 21.0 29.4 27.5 156.5 32 3.000 ---- 0.00 1.9 0.0 40 21.0 31.3 28.6 435.3 3.260 12.00 0.155 1.9 Pipe: 43 0.0 22.1 121.3 35 12.00 120 36.2 34 21.0 36.2 32.9 454.3 23 3.000 ---- 0.00 3.3 0.0 41 21.0 39.4 35.4 575.6 3.260 12.00 0.260 3.1 Pipe: 44 0.0 4.5 518.2 40 198.00 120 33.8 42 21.0 33.8 31.7 -466.5 44 2.000 4T:48.0 48.00 0.1 0.0 41 21.0 39.4 35.4 51.6 2.157 246.00 0.022 5.5 Pipe: 45 0.0 19.9 435.3 33 12.00 120 31.3 40 21.0 31.3 28.6 82.9 39 3.000 ---- 0.00 2.7 0.0 42 21.0 33.8 31.7 518.2 3.260 12.00 0.214 2.6 Pipe: 46 0.0 24.1 51.6 42 12.00 120 39.4 41 21.0 39.4 35.4 575.6 34 3.000 ---- 0.00 3.9 0.0 43 21.0 43.0 38.3 627.2 3.260 12.00 0.305 3.7 Pipe: 47 0.0 5.2 466.5 42 198.00 120 35.9 44 21.0 35.9 34.3 -407.5 48 2.000 4T:48.0 48.00 0.2 0.0 43 21.0 43.0 38.3 59.0 2.157 246.00 0.029 7.1 Pipe: 48 0.0 17.9 518.2 40 12.00 120 33.8 42 21.0 33.8 31.7 -51.6 41 3.000 ---- 0.00 2.2 0.0 44 21.0 35.9 34.3 466.5 3.260 12.00 0.176 2.1 Pipe: 49 0.0 26.4 59.0 44 9.00 120 43.0 43 21.0 43.0 38.3 627.2 41 3.000 T:20.0 20.00 4.7 0.0 45 21.0 53.5 49.4 686.2 3.260 29.00 0.360 10.4 Pipe: 50 0.0 15.7 326.5 49 3.00 120 50.3 47 21.0 50.3 48.7 81.0 48 3.000 T:20.0 20.00 1.7 0.0 45 21.0 53.5 49.4 407.5 3.260 23.00 0.137 3.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD Pipe Tag K-fac Vel Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT PN (q) Node/ Nom ID Eq.Ln. F (Pv) (Pe) Notes Frm Node El (ft) PT PN Tot. (Q) Disch Act ID (ft.) T Pf/ft. '(Pf) Pipe: 51 0.0 7.1 407.5 44 198.00 120 37.6 48 21.0 37.6 36.5 -326.5 50 2.000 4T:48.0 48.00 0.3 0.0 47 21.0 50.3 48.7 81.0 2.157 246.00 0.052 12.7 Pipe: 52 0.0 15.7 466.5 42 12.00 120 35.9 44 21.0 35.9 34.3 -59.0 43 3.000 ---- 0.00 1.7 0.0 48 21.0 37.6 36.5 407.5 3.260 12.00 0.137 1.6 Pipe: 53 0.0 12.6 253.4 51 12.00 120 49.2 49 21.0 49.2 48.2 73.1 50 3.000 ---- 0.00 1.1 0.0 47 21.0 50.3 48.7 326.5 3.260 12.00 0.091 1.1 Pipe: 54 0.0 6.4 326.5 48 198.00 120 38.7 50 21.0 38.7 38.0 -253.4 52 2.000 4T:48.0 48.00 0.3 0.0 49 21.0 49.2 48.2 73.1 2.157 246.00 0.043 10.5 Pipe: 55 0.0 12.6 407.5 44 12.00 120 37.6 48 21.0 37.6 36.5 -81.0 47 3.000 ---- 0.00 1.1 0.0 50 21.0 38.7 38.0 326.5 3.260 12.00 0.091 1.1 Pipe: 56 0.0 9.7 185.6 53 12.00 120 48.5 51 21.0 48.5 47.9 67.8 52 3.000 ---- 0.00 0.6 0.0 49 21.0 49.2 48.2 253.4 3.260 12.00 0.057 0.7 Pipe: 57 0.0 6.0 253.4 50 198.00 120 39.4 52 21.0 39.4 39.0 -185.6 54 2.000 4T:48.0 48.00 0.2 0.0 51 21.0 48.5 47.9 67.8 2.157 246.00 0.037 9.2 Pipe: 58 0.0 9.7 326.5 48 12.00 120 38.7 50 21.0 38.7 38.0 -73.1 49 3.000 ---- 0.00 0.6 0.0 52 21.0 39.4 39.0 253.4 3.260 12.00 0.057 0.7 Pipe: 59 0.0 7.1 120.9 55 12.00 120 48.1 53 21.0 48.1 47.8 64.7 54 3.000 ---- 0.00 0.3 0.0 51 21.0 48.5 47.9 185.6 3.260 12.00 0.032 0.4 Pipe: 60 0.0 5.7 185.6 52 198.00 120 39.8 54 21.0 39.8 39.5 -120.9 56 2.000 4T:48.0 48.00 0.2 0.0 53 21.0 48.1 47.8 64.7 2.157 246.00 0.034 8.4 Pipe: 60A 0.0 2.3 185.6 52 12.00 120 39.8 54 21.0 39.8 39.5 -125.1 53 3.000 ----. 0.00 0.0 0.0 56 21.0 39.8 39.6 60.4 3.260 12.00 0.004 0.0 Pipe: 61 0.0 7.1 253.4 50 12.00 120 39.4 52 21.0 39.4 39.0 -67.8 51 3.000 ---- 0.00 0.3 0.0 54 21.0 39.8 39.5 185.6 3.260 12.00 0.032 0.4 Pipe: 62 0.0 4.6 60.2 57 12.00 120 48.0 55 21.0 48.0 47.8 60.7 55A 3.000 ---- 0.00 0.1 0.0 53 21.0 48.1 47.8 120.9 3.260 12.00 0.015 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD Pipe Tag K-fac Vel Add Fl Add Fl To Fit:. L C (Pt) To Node El (ft) PT PN (q) Node/ Nom ID Eq.Ln. F (Pv) (Pe) Frm Node El (ft) PT PN Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 62A 0.0 5.3 0.1 57A 56.00 120 44.8 55A 21.0 44.8 44.6 60.7 56 2.000 4T:48.0 48.00 0.2 0.0 55 21.0 48.0 47.8 60.7 2.157 104.00 0.030 3.2 Pipe: 63A 0.0 5.3 60.4 54 142.00 120 39.8 56 21.0 39.8 39.6 60.6 54 2.000 2T:24.0 24.00 0.2 0.0 55A 21.0 44.8 44.6 60.6 2.157 166.00 0.030 5.0 Pipe: 64 0.0 2.3 185.6 52 12.00 120 39.8 54 21.0 39.8 39.5 -125.1 53 3.000 ---- 0.00 0.0 0.0 56 21.0 39.8 39.6 60.4 3.260 12.00 0.004 0.0 Pipe: 64A 0.0 2.3 0.0 12.00 120 47.9 57 21.0 47.9 47.9 60.2 57A 3.000 ---- 0.00 0.0 0.0 55 21.0 48.0 47.8 60.2 3.260 12.00 0.004 0.0 Pipe: 64B 0.0 5.3 0.0 56.00 120 44.8 57A 21.0 44.8 44.6 60.2 58 2.000 4T:48.0 48.00 0.2 0.0 57 21.0 47.9 47.9 60.2 2.157 104.00 0.030 3.1 Pipe: 64C 0.0 5.3 0.0 142.00 120 39.9 58 21.0 39.9 39.7 60.3 56 2.000 2T:24.0 24.00 0.2 0.0 57A 21.0 44.8 44.6 60.3 2.157 166.00 0.030 5.0 Pipe: 64D 0.0 2.3 60.4 54 12.00 120 39.8 56 21.0 39.8 39.6 60.3 54 3.000 ---- 0.00 0.0 0.0 58 21.0 39.9 39.7 60.3 3.260 12.00 0.004 0.0 Pipe: 64E 0.0 0.0 60.3 58 12.00 120 44.8 57A 21.0 44.8 44.6 -60.2 57 3.000 ---- 0.00 0.0 0.0 55A 21.0 44.8 44.6 0.1 3.260 12.00 0.000 0.0 Pipe: 65 0.0 24.6 407.5 47 22.00 120 53.5 45 21.0 53.5 49.4 686.2 43 4.000 E:13.0 13.00 4.1 0.0 TOR 21.0 61.6 57.5 1093.7 4.260 35.00 0.232 8.1 Pipe: 66 0.0 24.6 0.0 20.00 120 61.6 TOR 21.0 61.6 57.5 1093.7 45 4.000 C:29.0 32.00 4.1 7.4 ALV 4.0 81.0 76.9 1093.7 4.260 G: 3.0 52.00 0.232 12.1 Pipe: 67 0.0 24.6 0.0 8.00 120 81.0 ALV 4.0 81.0 76.9 1093.7 TOR 4.000 ---- 0.00 4.1 1.7 BOR 0.0 84.6 84.3 1093.7 4.260 8.00 0.232 1.9 Pipe: 68 H.S. 7.2 100.0 Disch 8.00 120 84.6 BOR 0.0 84.6 84.3 1093.7 ALV 8.000 2E:42.0 42.00 0.3 0.0 BOG 0.0 85.1 84.8 1193.7 8.249 50.00 0.011 0.5 Pipe: 69 0.0 6.9 0.0 8.00 140 85.1 BOG 0.0 85.1 84.8 1193.7 BOR D8.000 E:31.0 31.00 0.3 0.0 DI 0.0 85.4 85.0 1193.7 8.390 39.00 0.008 0.3 Notes C (Pt) (Pv) (Pe) Pf/ft. (Pf) 150 85.4 0.4 0.0 0.008 0.8 150 86.3 0.4 0.0 0.008 0.2 120 86.5 0.3 0.0 0.011 0.3 Notes I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD Pipe Tag K-fac Vel Add Fl Add Fl To Fit: L To Node El (ft) PT PN (q) Node/ Nom ID Eq.Ln. F Frm Node El (ft) PT PN Tot.(Q) Disch Act ID (ft.) T Pipe: 70 0.0 7.7 0.0 67.00 DI 0.0 85.4 85.0 1193.7 BOG E8.000 E:27.0 33.00 Ply 0.0 86.3 85.9 1193.7 7.980 G: 6.0 100.00 Pipe: 71 0.0 7.7 0.0 2.00 Ply 0.0 86.3 85.9 1193.7 DI E8.000 E:27.0 27.00 BF1 0.0 86.5 86.2 1193.7 7.980 29.00 Pipe: 72 0.0 7.2 0.0 8.00 BF1 0.0 86.5 86.2 1193.7 Ply 8.000 E:21.0 21.00 BF2 0.0 86.9 86.9 1193.7 8.249 29.00 Pipe: 73 0.0 Fixed Pressure Loss Device BF2 0.0 86.9 86.9 1193.7 BF1 4.5 psi, 1193.7 gpm BF3 0.0 91.3 91.3 1193.7 Pipe: 74 0.0 7.2 0.0 8.00 BF3 0.0 91.3 91.3 1193.7 BF2 8.000 E:21.0 21.00 BF4 0.0 91.7 91.3 1193.7 8.249 29.00 Pipe: 75 0.0 7.7 0.0 10.00 BF4 0.0 91.7 91.3 1193.7 BF3 E8.000 G: 6.0 6.00 KG 0.0 91.8 91.4 1193.7 7.980 16.00 Pipe: 76 0.0 7.7 0.0 1.00 KG 0.0 91.8 91.4 1193.7 BF4 E8.000 T:53.0 53.00 SUP 0.0 92.3 92.3 1193.7 7.980 54.00 NOTES (HASS): Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 50031100 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 26.4 ft/sec at pipe 49. 120 91.3 0.3 0.0 0.011 0.3 150 91.7 0.4 0.0 0.008 0.1 150 91.8 0.4 0.0 0.008 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 7/6/2018 D:\6-10-08 BACKUP\HASS DATA\MERCEDESCARLSBAD.SDF JOB TITLE: MERCEDES BENZ OF CARLSBAD a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 15.833 psi C. Minimum pressure with remote area shifted one sprinkler space .toward right cross main: 15.834 psi d. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 15.841 psi Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SUP under full flow conditions is 92.91 psi with a flow of 1598.58 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 145.3 41.1 1 11> 145.3 <12> 13 14 15 16 17 18 19 20 21 <21> 2 156.3 5.57.239.72.104.9 137.7 :23> 301.6 <24> 24 25 26 27 28 29 30 31 32 <33> 3: 152.7 3.81.12i.9 156.5 :35> 454.3 <36> 35 36 37 38 39 <41> 121.3 82.9 :43> 575.6 <44> 4 51.6 :46> 4 627.2 ok <47> 41 59.0 : 49> 86.2 50> 107E <51> 4 81.0 <53> 326.5 <54> 5( 73.1 <56> 53.4 <57> 5 67.8 < 76> 1193.7 <60> 64.7 <62> .20.9 5: 61 5 4 3 4 4 4 4 1 5 TO] KG4 :34> 78.8 :42> 35.3 :45> 18.2 :48> 66.5 :52> 07.5 :55> 126.5 :58> 53.4 :61> 85.6 64>> 0.4 SPRINKLER SYSTEM DIAGRAM WITH FLOWPLOT 1 <1> 2 3 4 5 6 7 8 910 11 , <10> CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Mercedes-Benz SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2250 Rutherford Road CITY: Carlsbad PHONE: ( ) FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Rutherford Road at Landau Court TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 108 PSI Hydrant Number (if applicable):H61372 Elevation of test: 300 Feet Main Size: 8 INCH Pressure Zone 550 Feet Date/Time of Test Pitot Tube Reading PSI Corresponding Flow GPM Total Flow: 2,750 GPM Residual Pressure 95 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 2,750 gpm. There was no specific request for fire flow from the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:_________________________________________ Title/Org _iectManager Date: 06/27/2018 No. 155 - Mercedes-Benz (2250 Rutherford Road) - Fire Sprinkler Curve 120 110 100 80 0.70• 40 30 - - 0 -. . . - . 0 1000 2000 3000 4000 5000 6000 7000 8000 Available Flow (gpm) ______ ______________________________ - ____ E. MMInm _ -------------_u_ goes 90 Il IIP-Jai& ------- — Maximum riy I fl .JLWJIP I . I hF frill (Based. IIjjjj — r rt --gh1r-- __ A - • -- — I _______________ pj LiIIi W1l Bum X* I -' ---- -- itrcui ZJaJ so._______ Pressure _______now 1 Minimum I, .. . a I Ir i - ;71.. _______ Sam — — V logo. _______________ HE Flow exceeds — _ _ EELE ___________ 20 — __________ ----------- ----------- ---------- -------.------ ------ ------------ ___ _______ 10 MI ------------- — ---- ---- ---- ----------- ------- -- __ty,_ _(_I ---- - -- - — ---- ___ -- - . LLIIIIIIi 1 cDCL : 7.. CL V : V '• 7.. ( CL Fire Flow Test I' Location H61372 I - V 1 a - 1l 46 IV R ERF RD 16 - IV CL a 16 Project Site a a V a V V V io a Legend a G w_I1ydrant I V N Pipe V V A - ZONE V 550 Mercedes-Benz (2250 Rutherford Road) - Fire Flow Analysis