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HomeMy WebLinkAbout4401 W 1st St 06-2674 (fire sprinkler)c I b7(a / T CITY OF SAP410111) P6!i MIT APPLICATION Permit # : Date: Job Address: v5/ 1sT J4xd ce 0 F_& J3 97 Description of Work: - ss JIII r al Square Historic District: Zoning: Value of Work{ S de, RECF%\/S0 it iN� LNS Permit Type: Building _ Electrical _ Mechanical _ Plumbing Fire Sprinkler/Alarm k Pool Electrical: New Service — # of AMPS Addition/Alteration _ Ch ge of Service _ Temporary Pole Mechanical: Residential _ Non -Residential _ Replacement _ New _ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines_ # of Gas Lines Plumbing/New Residential: # of Water Closets � / Plumbing Repair — Residential or Commercial Occupancy Type: Residrn _ Commercial V Industrial _ Construction Type: Alif-Al # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address?J M6,T/�E - Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Leader: Address: Architect/Engineer: Address: Contact Person: Phone: Far: Application is hereby made to obtain a permit to do the work and installations as indicated. I cerift that no work or installation has commenced prior to the issuance of permit and that all work will be performed to meet standards of all laws regulating c ustrucdon in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,FU ACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. IN OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all w k will be done in compliance with all applicable Taws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTIC OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. II Nu> TI IE: In addition to the requirements of this permit, there may be additional restrictions this county, and there may be additional permits required from other governmental entities s Acceptance of permit is verification that 1 will notify the owner of the property of the requir Signature of Owner/Agem Date Print Owner/Agent's Name Signature of Notary -State of Florida Data Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rov 032006 UTIL: FD: ible to this property that may be found in the public records of water management districts, state agencies, or federal agencies. of Florida Li Law, F 13. of Contractor/Agent Date T -L2-4ry My CommfeNon OD221001 /J �p Expm June 09, 2007 is z Personally Known to Me or ENG: BLDG:I Sullivan Fire Protection, LLC. June 22, 2006 City of Sanford Permitting & Licensing Sanford, FL To Whom It May Concern, 1345 Pine Way * Sanford, Fl. 32773 407-302-9632 tax 407-3 2-9355 1 I am writing you this letter to let you know that permission by myself to sign for, pick up, drop off and concerning permits on behalf of Sullivan Fire Protectic If you have any questions please feel free to call. 407-302-9632 Sincerely, Howard Sullivan III President Swobefore me this %ZP—'Oday ofd NJC '2006 by 9L-440Sv7Ltk—L / who is Vpnall�,known by me. No I * Trust, Communication ael Brown has been given payment for any matters Quality * ,lads VAOW my comrm Ww DD=OG1 EWres eine oe, 2W Z STATE OF FLORIDA DEPARTMENT OF'rx INANCIAL SVICES 1890001 DIVISION OF STATE FIRE MA HAL ication # TALLAHASSEE, FLORID •��°�' CERTIFICATE OF COMPETE 4 CY THIS CERTIFIES THAT: HOWARD E SULLIVAN III , 280 LAKESHORE DR. LAKE MARY, FL 32746 - BUSINESS ORGANIZATION: SULLIVAN FIRE PROTECTION LLC CONTRACTOR II IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING T E ABILITY TO LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER. OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPRAY SYSTEMS, F AM -WATER SPRINKLER SYSTEMS, FOAM -WATER SPRAY SYSTEMS, STANDPIPES, COMBINATION STANDPIPES AND SPRINKLER R ERS, ALL PIPING THAT IS AN INTEGRAL PART OF THE SYSTEM BEGINNING AT THE POINT OF SERVICE, SPRINKLER TANK HEATERS, R LINES, THERMAL SYSTEMS USED IN CONNECTION WITH SPRINKLERS, AND TANKS AND PUMPS CONNECTED THERETO, EXCLUD G PRE-ENGINEERED SYSTEMS. 07 10112006 07 1 16 1 Seminole Issue Date iTypelciassiCounty Chief 9397000012002 License/Permit Number 1890001 150.00 106130,2008 ication # Taxes & Fees I Expire Date r -. � �-_ r .Z _ .. Fire Protection by Computer Design Sullivan Fire Protection, LLC 1345 Pine Way Sanford, FL 32773 407-302-9632 Job Name Tire Kingdom - Sanford Building New Location Seminole Town Center System Design Area 1 Contract 06-015 Data File Tire Kingdom - Sanford.WXF �= ', . � j� ,' Sullivan Fire Protection, LLC g Page 1 Tire Kingdom - Sanford Date 6-29-06 Hydraulic Design Information Sh Name - Tire Kingdom. - Sanford Location - Seminole Town Center Building - New Contractor - Sullivan Fire Protection Calculated By - Jack Muller Construction: (x) Combustible ( ) Non -Combustible Occupancy - Mercantile Class IV Commodities S Y S T E M D E S I G N Date - 6-29-06 stem No. - Design Area 1 ntract No. - 06-015 Ming No. - FP -1 ing Height - varies (Z) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (') 2( ) 3 ( ) Ex.Haz. ( ) NFPA 231 ( ) NFPA 231C (x) Figure 12.3.2.1.2( } Curve E Other Specific Ruling Made By Date Area of Sprinkler Operation - 2600 System T Density - .355 (x) Wet Area Per Sprinkler - 100sgft ( ) Dry Elevation at Highest Outlet - 25'-10" ( ) Deluge Hose Allowance - Inside - ( ) Preacon Rack Sprinkler Allowance - ( } Other Hose Allowance - Outside - 500 Note 27% reduction in density for 171max storage Sprinkler/Nozzle Make Reliable Model G XLO Size 3/4" K -Factor 11.2 Temp.Rat.286 ight Figure 12.3.2.1.5.1 Calculation Flow Required - 1559.25 Press Required - .245 Summary C -Factor Used: 120 Overhead 1 Underground W A T E R S U P P L Y C O M M S T 0 C R A G E Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 5-29-06 Cap. - Time of Test - 8:15 AM Rated Cap.- Elev.- Static Press - 78 @ Press - Residual Press - 55 Elev. - Well Flow - 1278 Proof Flow Elevation - Location - NW corner of job site along State Road Source of Information - Sullivan Fire Protection Commodity Tires R A K Class IV Lo tion Storage area Storage Ht. 17' max Area Ai a W. 8' Storage Method: Solid Piled 100 % Palletize % Rack ( } Single Row ( } Conven. Pallet ( } Auto. Storage { } Encap. (x) Double Row ( } Slave Pallet ( } Solid Shelf (x) Non ( ) Mult. Row ( } Open Shelf _ Flue Spacing Clearance:S rage to Ceiling 8'-10" Longitudinal Transverse Horizontal Barriers Provided: Water Supply Curve (C) Sullivan Fire Protection, LLC Tire Kingdom - Sanford City Water Supply: C1 - Static Pressure 78 C2 - Residual Pressure: 55 C2 - Residual Flow : 1278 150 140 130 P 14U R 110 E 100 S90 S80 U 70 R 60 E 50 40 30 20 10 Page 2 Date 6-29-06 Demand: D1 - Elevation 11.188 D2 - System Flow 1059.25 D2 - System Pressure 38.245 Hose ( Adj City) Hose ( Demand) 500 D3 - System Demand 1559.25 Safety Margin 6.525 D2 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 - � _ it � 1� .. - Flow Diagram Sullivan Fire Protection, LLC Tire Kingdom - Sanford 35.5 106.6 178.6 252.4 329.7 455.8 H1 t-- H2 <- H3 <- H4 <- H5 <- H6 <- H7 F- H8 <- H9 <- H10+- H11 H12<= RN1 71 142.4 215.1 290.5 370.3 45.1 H13<- RN1 39.7 119.3 199.8 282.4 368.8 509.5 H14<- H15<.- Hi6<- H17<- H18<- H19<- H20<-- H21<- H22<-- H23<- H24 H25+- RN2 79.5 159.4 240.7 325 414.1 48.8 H26<- RN2 500.9 RN1<- Mi T 1 500.9 554.4 RN2*- M2 500.9 1059.2 1059.2 1059.2 1059.2 1559.2 M1 <-- M2 <- TSR<- BSR*- UGl<- UGZ-. UG3t-- BF1+- BFZ<- UG4(- UG5*- TEST 1059.2 1059.2 1059.2 1059.2 1059.2 Page 3 Date 6-29-06 r � � � Fittings Used Summary Sullivan Fire Protection, LLC Tire Kingdom - Sanford Fitting Legend Abbrev. Name Page 4 Date 6-29-06 '/2 % 1 1% 1% 2 2'% 3 3% 4 5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 •20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 12C T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 2 Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Nressure /How Summary - S IANUARO Sullivan,Fire Protection, LLC -` Page 5 Tire Kingdom - Sanford Date 6-29-06 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual _Req. H1 25.833 11.2 10.05 na ; 35.5 0.355 100 7.0 H2 25.833 11.2 10.06 na 35.52 0.355 100 7.0 H3 25.833 11.2 10.11 na 35.61 0.355 100 7.0 H4 25.833 11.2 10.22 na 35.8 0.355 100 7.0 H5 25.833 11.2 10.4 na 36.12 0.355 100 7.0 H6 25.833 11.2 10.67 na 36.59 0.355 100 7.0 H7 25.833 11.2 11.06 na 37.25 0.355 100 7.0 H8 25.833 11.2 11.59 na 38.12 0.355 100 7.0 H9 25.833 11.2 12.26 na 39.22 0.355 100 7.0 H10 25.833 11.2 13.12 na 40.57 0.355 100 7.0 1-111 25.833 11.2 14.18 na 42.18 0.355 100 7.0 1 25.833 14.77 na H12 25.833 11.2 14.97 na 43.33 0.355 100 7.0 H13 25.833 11.2 16.2 , na 45.07 0.355 100 7.0 H14 20.25 11.2 12.58 na 39.73 0.355 100 7.0 H15 20.25 11.2 12.6 na 39.75 0.355 100 7.0 H16 20.25 11.2 12.66 na 39.85 0.355 100 7.0 H17 20.25 11.2 12.79 na 40.05 0.355 100 7.0 H18 20.25 11.2 13.01 na 40.4 0.355 100 7.0 H19 20.25 11.2 13.35 na 40.93 0.355 100 7.0 H2O 20.25 11.2 13.83 na, 41.65 0.355 100 7.0 H21 20.25 11.2 14.48 na 42.61 0.355 100 7.0 H22 20.25 11.2 15.31 na ' 43.82 0.355 100 7.0 H23 20.25 11.2 16.36 na 45.31 0.355 100 7.0 H24 20.25 11.2 17.67 na 47.08 0.355 100 7.0 2 20.25 18.39 na H25 20.25 11.2 18.63 na 48.35 0.355 100 7.0 H26 20.25 11.2 19.0 na 48.82 0.355 100 7.0 RM 19.0 19.2 na RN2 19.0 19.55 na M1 19.0 19.56 na ` M2 19.0 19.64 na TSR 2.0 27.46 na BSR -3.0 31.76 na UG1 -3.0 32.03 na UG2 -3.0 32.3 na UG3 2.0 30.87 na BFI 2.0 31.09 na BF2 -3.0 37.49 na UG4 -3.0 37.7 na UGS 2.0 35.97 na 500.0 TEST 0.0 38.24 na ; The maximum velocity is 17.15 and it occurs in the pipe between nodes H 4 and 2 t-inal ualculatlons - Hazen -Williams Sullivan,Fire Protection, LLC Page 6 Tire Kingdom - Sanford Date 6-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 35.50 3.314 0.0 10.000 10.047 K Factor = 11.20 to 120 0.0 0.0 0.0 H2 35.5 0.0013 0.0 10.000 .013 Vel = 1.32 H2 35.52 3.314 0.0 10.000 V.060 K Factor= 11.20 to 120 0.0 0.0 .0 H3 71.02 0.0051 0.0 10.000 .051 Vel = 2.64 H3 35.62 3.314 0.0 10.000 1 .111 K Factor= 11.20 to 120 0.0 .0.0 .0 H4 106.64 0.0106 0.0 10.000 .106 Vel = 3.97 H4 35.80 3.314 0.0 10.000 1 .217 K Factor= 11.20 to 120 0.0 0.0 .0 H5 142.44 0.0181 0.0 10.000 .181 Vel = 5.30 H5 36.11_ 3.314 0.0 10.000 1 .398 K Factor= 11.20 to 120 0.0 0.0 .0 H6 178.55 0.0276 0.0 10.000 .276 Vel = 6.64 H6 36.59 3.314 0.0 10.000 1 .674 K Factor = 11.20 to 120 0.0 0.0 .0 H7 215.14 0.0389 0.0 10.000 389 Vel = 8.00 H7 37.26 3.314 0.0 10.000 1 .063 K Factor= 11.20 to 120 0.0 0.0 .0 H8 252.4 0.0523 0.0 10.000 .523 Vel = 9.39 H8 38.12 3.314 0.0 10.000 1 .586 K Factor= 11.20 to 120 0.0 0.0 .0 H9 290.52 0.0678 0.0 10.000 .678 Vel = 10.81 H9 39.22 3.314 0.0 10.000 1 .264 K Factor= 11.20 to 120 0.0 0.0 .0 H10 329.74 0.0858 0.0 10.000 .858 Vel = 12.26 H10 40.57 3.314 0.0 10.000 1 .122 K Factor= 11.20 to 120 0.0 0.0 .0 H11 370.31 0.1062 0.0 10.000 .062 Vel = 13.77 H11 42.18 3.314 0.0 4.500 1 .184 K Factor= 11.20 to 120 0.0 0.0 .0 1 412.49 0.1298 0.0 4.500 .584 Vel = 15.34 1 0.0 4.31 0.0 5.500 1 .768 to 120 0.0 0.0 .0 H12 412.49 0.0360 0.0 5.500 .198 Vel = 9.07 H12 43.33 4.31 1 J 22.299 7.000 1.966 K Factor= 11.20 to 120 0.0 22.299 .959 1.272 RM455.82 0.0434 0.0 29.299 Vel = 10.02 0.0 455.82 1 .197 K Factor = 104.03 H13 45.07 3.314 1 J 18.927 1.000 1 .195 K Factor= 11.20 to 120 0.0 18.927 .959 RM 45.07 0.0022 0.0 19.927 .043 Vel = 1.68 0.0 45.07 1 .197 K Factor= 10.29 Final Calculations - Standard Sullivan .Fire Protection, LLC Page 7 Tire Kingdom - Sanford Date 6-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv''***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H14 39.73 3.314 0.0 10.000 1 .580 1.0 K Factor= 11.20 to 120 0.0 0.0 H15 39.73 0.0018 0.0 10.000 , .018 Vel = 1.48 H15 39.75 3.314 0.0 10.000 1.598 K Factor= 11.20 to 120 0.0 0.0 .0 1.061 H16 79.48 0.0061 0.0 10.000 Vel = 2.96 H 16 39.85 3.314 0.0 10.000 1 .659 K Factor= 11.20 to 120 0.0 0.0 .0 H17 119.33 0.0131 0.0 10.000 1131 Vel = 4.44 H17 40.05 3.314 0.0 10.000 1.790 K Factor= 11.20 to 120 0.0 0.0 .0 H18 159.38 0.0223 0.0 10.000 .223 Vel = 5.93 H18 40.40 3.314 0.0 10.000 11.340 .013 K Factor = 11.20 to 120 0.0 0.0 .0 H19 199.78 0.0340 0.0 10.000 Vel = 7.43 H19 40.93 3.314 0.0 10.000 11353 K Factor = 11.20 to 120 0.0 0.0 0 H2O 240.71 0.0479 0.0 10.000 1479 Vel = 8.95 H2O 41.65 3.314 0.0 10.000 1.832 K Factor = 11.20 to 120 0.0 0.0 .0 1.643 H21 282.36 0.0643 0.0 10.000 Vel = 10.50 H21 42.62 3.314 0.0 10.000 1 .475 K Factor= 11.20 to 120 0.0 0.0 .0 H22 324.98 0.0835 0.0 10.000 .835 Vel = 12.09 H22 43.82 3.314 0.0 10.000 11.718 .310 K Factor= 11.20 to 120 0.0 0.0 .0 H23 368.8 0.1054 0.0 10.000 .054 Vel = 13.72 H23 45.31 3.314 0.0 10.000 1.364 K Factor = 11.20 to 120 0.0 0.0 .0 H24 414.11 0.1307 0.0 10.000 .307 Vel = 15.40 H24 47.08 3.314 0.0 4.500 1.671 K Factor= 11.20 to 120 0.0 0.0 .0 2 461.19 0.1596 0.0 4.500 Vel = 17.15 2 0.0 4.31 0.0 5.500 11.389 to 120 0.0 0.0 .0 _H25 461.19 0.0444 0.0 5.500 .244 Vel = 10.14 H25 48.34 4.31 0.0 7.000 1.633 K Factor = 11.20 to 120 0.0 0.0 541 RN2 509.53 0.0534 0.0 7.000 3374 Vel = 11.20 0.0 509.53 V1548 K Factor = 115.24 H26 48.82 3.314 0.0 1.000 1 i 004 K Factor = 11.20 to 120 0.0 0.0 541 RN2 48.82 0.0030 0.0 1.000 003 Vel = 1.82 0.0 48.82 K Factor= 11.04 Final Calculations - Standard 1 Sutlivan -Fire Protection, LLC Page 8 Tire Kingdom - Sanford Date 6-29-06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*****" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn R N 1 500.89 4.31 0.0 7.000 1:1).197 to 120 0.0 0.00 Mi 500.89 0.0517 0.0 7.000 1.362 Vel = 11.01 0.0 500.89 11.559 K Factor = 113.26 RN2 558.36 4.31 0.0 1.417 1 .548 to 120 0.0 0.0 .0 M2 558.36 0.0628 0.0 1.417 .089 Vel = 12.28 0.0 558.36 11.637 K Factor = 126.00 Mi 500.89 6.357 0.0 10.000 1 .559 to 120 0.0 0.0 .0 1.078 M2 500.89 0.0078 0.0 10.000 Vel = 5.06 M2 558.36 6.357 11 12.573 2.188 11637 to 120 0.0 12.573 .363 TSR 1059.25 0.0311 0.0 14.7611-.459 Vel = 10.71 TSR 0.0 6.357 1A 33.948 17.000 21.273 .459 to 120 1Z 17.603 51.551 .166 BSR 1059.25 0.0311 0.0 68.551 .133 Vel = 10.71 BSR 0.0 8.249 1 E 21.141 10.000 3.758 to 120 0.0 21.141 .0 UGI 1059.25 0.0088 0.0 31.141 .273 Vel = 6.36 U G 1 0.0 7.98 1 E 27.183 13.000 3.031 to 150 0.0 27.182 .0 UG2 1059.25 0.0068 0.0 40.182 Vel = 6.79 UG2 0.0 7.98 1E 27.183 80.000 3304 to 150 0.0 27.182 - 166 UG3 1059.25 0.0068 0.0 107.182 730 Vel = 6.79 UG3 0.0 8.27 1 E 28.468 5.000 3 868 to 140 0.0 28.468 0 BF1 1059.25 0.0065 0.0 33.468 217 Vel = 6.33 B F 1 0.0 7.981 1 E 18.0 5.000 31236 085 to 120 0.0 18.000 166 * Fixed loss = 4 BF2 1059.25 0.0103 0.0 23.000 Vel = 6.79 BF2 0.0 8.27 1 E 28.468 5.000 31428 487 to 140 0.0 28.468 0 UG4 1059.25 0.0065 0.0 33.468 218 Vel = 6.33 UG4 0.0 7.98 1T 52.855 10.000 3705 to 150 0.0 52.855 -166 UG5 1059.25 0.0068 0.0 62.855 Vel = 6.79 UG5 500.00 9.79 1T 67.474 207.000 3 967 Qa = 500 to 150 0.0 67.474 0.866 TEST 1559.25 0.0051 0.0 274.474 1412 Vel = 6.65 0.0 '. 1559.25 3 245 K Factor = 252.13 ES -774 Job Name Job Location Approval Engineer Contract is P.O. No. Approval Represeative Series 774 Double Check Valve Assemblies 774 rxy Sizes: 21h" —12" (65 — 300mm) Series 774 Double Check Valve Assemblies are designed to prevent the reverse flow of polluted water from entering into the potable water system. This series can be applied, where approved by the local authority having jurisdiction, on non -health hazard installations. Fea- tures short end-to-end dimensions, light weight stainless steel body, and the lowest head loss available. Features Suffix: • Patented torsion spring check valve provides low head loss „ I srawa • Short lay length is ideally suited for retrofit installations" s°" • Stainless steel body is half the weight of competitive o o Raul designs reducing installation and shipping cost CWTmiw 01 v • Stainless steel construction provides long term corrosion shutoff valves protection and maximum strength • Single top access cover with two -batt grooved We ap•aaa coupling for ease of maintenance s.m • Thermoplastic and stainless steel check valves for 'OSY F trouble-free operation m'°°rr,°Y1°IRO( • No special tools required for servicing gate connection —Grooved inlet gate connection and flanged outlet • Compact construction allows for smaller vaults and enclosures • May be installed in horizontal or vertical 'flow up" position Available Models Materials Suffix: NRS - non -rising stem resilient seated gate valves All internal metal parts: 300 Series stainless steel OSY - UL/FM resilient seated outside stem &yoke gate valves Main valve body: 300 Series stainless steel LF -without shutoff valves Check assembly: Noryle Flange dimension in accordance with AWWA Class D S_ cast iron strainer 'OSY F — Ranged inlet gate connection and grooved outlet Pressure - Temperature p 'OSY gate connection —Grooved inlet gate connection and flanged outlet Temperature Range: 33°F — 110°F (5°C — 43°C) continuous gate connection Maximum Working Pressure: 175psi (12.06 bar) 'OSY G' a — Grooved inlet gate connection and grooved outlet gate connection Specifications Availabl with grooved NRS gate valves - consult factory' Post ind for plate and operating nut available - consuft factory' A Double Check Valve Assembly shall be installed at each noted location ensuactory for dimensions to prevent the unwanted reversal of polluted water into the potable water supply. The main valve body shall be manufactured from 300 seies stain- less steel to protide corrosion resistance. The check valves shall be of Now Available thermoplastic oonstniclon with stainless steel hinge pins, cam arm, and WattsBox Insulated Enclosures. cam bearing. The check valves shall utilize a single torsion spring design For more information, send for literature ES -WB. to minimize pressure drop through the assembly. The check valves shall be modular and shall seal to the main valve body by the use of an 0 -ring. 1AFMANL' INQUIRE MTH GOVERMNGANiHORIRES There shall be no brass or bronze parts used within the check valve FORLOG4 IA67AJlA7/01VREOUREMBR5 assembly. The valve cover shall be held in place through the use of a sin- gle grooved style two-bott coupling. The main assembly shall consist of 9 two independently operating talion spring check assemblies, two VOWM® radiant seated isciation valves, and four ball valve type test cocks. The REGULATOR assembly shat be a Watts Regulator Company Series 774. Watts product specificatims in U.S. customary units and metric are approximate and a provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify uct design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and moth ions on Watts products previously or subsequently sold. x i ., .; Z Amdwoo LoleIn6ay s4uM © 9090 4LL-S3 e0'epelle0sttem'Mmm'LH9 ILI'1N0'WLBuO+n9 `RI WW9 4PON M19 :epeue0 >E py-inomfg LuoO'6eLsttem'mlvn :9809-SY9L0 VVq '�0PWV'ON" Lnu45e40 Sts wn [I31iLi1a30 96 "''0' 0;1I1Ip EEO, EBV 6L "" Ohl'"' Amdwoo OL1LOaa lelauaD 90 1llewapelt 13al01916a1 a S1 INON 6L/ 9/E ESL 901 9L 011 VLSI 099 LL 691 KZ 19". 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IS 01..1:. r,.-.'- •1'. n %.; �:1 It .Y: j � w re.S.r�i..:r'1�.� S't-C..n .(1r"rt'»c: 1ci•`)j� ({/�'1•//J!1 C�V�'N1 � . � ..,, sl'i"T ?;4:e beta t.sLcd to ST24 ':1674-96 b:..s6eld f b� Vp f� YVV -%i • •i•• le..�fri- • ,1 L�• �r.:1: , r refs L2barato::es, and be za^ c Fa' �, r r�► d V'• GL••J• - T wn w_w .•,n w ..fir rll 2 ti r: 1 e •$•.CS• •C.SL_rS 6.1•. p _ovidcd r.•Lh Late 30 •i'1.. +6ft ' 21 T : e : tstr2:at sh.,I In :be _3 =4 ?rc: Series :GGG�V o: 2n`>n ti restrai::t5 t0 :ac-;-ite-,easier asse:abli 0: t- a^p•;;�•ed e..uy ".=Ca: joint, Znd a;e re;uired or. the zbovt re:c:,aced r s cs 0cbtz?: t:hc : -cssure :2*! ;gs an'd We7;• fzc:c:s s!:c wn. . . .M P-� IntOr1��� Eo . ►. www w w % -g• test ressuces zbe� e ��:c rate3 r --b ••, ::- jw.---�_-- .- :_-. f re lir v.L•. �. cf �3 _•� Iron, :cr ccm.- _w . •.•e pr.«w� her ._•1 ••re /• c LuC ^.V..L:.LS r• Ste._•__ e c C„V t^-�.07=_ r . r.• r V ar r r. ... .. . .i •wn m ere of the fo'Uc =, c' _ 2- ts: =52'7 i =,=896911 : X71 •`�• _ u�t .• r w_. -..ww s pjjr.p • ► press:::. a: -.a test:,-; aCCarc2Acc '94'it.L., ei..�:Cr 1 ,, Dimi tn- s�onal linin .4r,"i: . C-600 Cr D2 7 7 4. PVC P��� OD .. .IOQ IP5 s -k. S�Rf �a C D F J itis. X NC. OF WIMEES NC. ZF P P"M-A NUTSPl?: SHIPP1Nrs ,;4ti'SS'� K« SOL?S • i irlS':: Cr? 51:5 WE12ST Cm DIT:S 2 3 P V 4.aT 1.== v w ».n'0 o.1y . G.5G .;1� 4 4 ? !� :.. 2�G=P`✓ 5.�2 1.63 4.110' 7.v0 o.SJ 716,4 4 i0.0 C.6` x.13 4 v.� 4.0 4.5 2:0e -v -i.02 i'.:6 7.011 S. 5: 0.50 '713 6 6 13.0 12.1' 11 t.13 6 121,11 e.: 6.83 �'• 2008PV 101.17 1.08. S.15 11.75 C.S2 71'5 .6. 5 14.6 13,3' 13.35 8 15.3 6.:'n'. 8.63 � 2111OPV 12.22 2.10 11.2 1-.00' 0.62 7('3 2 . 8 17.11 10 26.11 11.; 10.75 2,0;12PV 14.32 2.40 1:.30 16.25 x.75 7r6 b 8 i?. _ ; °.1 17.:•8 12 31.4 13.2 12.75 2 ,'14PU 1..40 2.25 1 .=5 ; 3, i 5 11.86 7r6 111 10 21:7 2-:.9 IS 14 47.6 16.3 1 1,,.50 2.2 (7.501. '". ME..8 12 n'2 23.5 26.0' 2_.r.a 16 52.8 17.4 -- 2:1 _P1/ 20: P.0 2.25 i 5.65 23.25 1.13' Tic 12 12 25.� 2 ..1 24.88 i 3 31.5 202v =v 22./0 2.25 21.75 25.5? 1.25 7:3 14 14 =°.11 7.2 2'.'13 20 711.9 21.6 ' G024P`✓ 2,.:11, 2.r : 2c.�Q 3 ,1,0 42 11. 1.-: 7/3 . ► ,. 5 ,. ,,. ,. 3 •., _.•53 Gr+ ?2.9 23.3 -- - •� _ c a3•�e c. r''? 32.22 36.88 1.50 1141.1's GJ 211 3 8 "' .,- " 3 / .7' . i 2 .;G 12.5 32.11 233PV 3='.5? 2.70 3:.;,n' 43.75 i.SG 1 11/a 24 24 4=.3 "" 0. � 0 � ^" � - -5.t0 3C 1..,1.3 aS.13 Z Mfr • Y•!_•q ti A7!16; S P. 'wrw ,Watt Analslrn N:MIU �k. i iti v: XA r • � SPACER K. IL IT T t SECTION A -A R1. 1 .i.rrj r/J ✓( �vI.I%'J�%i r ✓'✓ •/VGA( .%r it � , SECTION S -S • �P Ball) r. 1 2 v � t Series 1100 NI E GALU GOe.,Me'ch nical Joint Res tra-int S AIMPLE SPECIFI( ATION S.. ?:•'NCOR_-0.%ccD L\'TO • Ca.zc'ec::.:l: e::.ud:al �y SO? DcsIGN OF 71-7. rOLLO'� �i de:iec�:'; 3:_:.^� xse�:c's• ♦ 8 ..._. • ,tS::16 izcz c:ess'.::e :a:e3 pus: •ca =`=e bei,'s ♦ Ca:able of jozr: de-'-ercn z.!:e:" a: 35C psi, :ate3 • S:L'::estai-:: z.:':ess a•: al&:ie f_: • Fila:.' :COY L.d :'.S' -haft Isse� e%:5:.^£ :5:�-Cn :17e be' -Is e�a:r..ens = ade �__. __-i-...-. • D=:= s_en fsc:Dr of S:G..=.�e:-- n Lima nc'e.-v,-•�-s La:c:a:cies 34US: BE .1, G AUC ♦ r.: z_abit . i..:. Ls.-ugt 4S ::.::, MI -717-2U, �i:G•;,= -571%.1-2 S" L�.c ::.:� e'.e" i.�::, s:`e r,5 ?::OD:�C'O :2' SS,i� Ti.?:�, • Co: en3C-.z1 i-s:a 3t d' --es ;US' "LN : N=- CRA:c S ♦ A. •= ra:. - :\i_.sz: �• - itiC.'Oi::;PPRO =D =^�L' L r-0 :: cpe: a.._zdc.. ensue_ x•. z ,...o,.r. _ _lve .., see ♦ Al c7 -p, .,e.s chs. z: •3 sem .1_., • Can be used K-, 1-h Lie s:andz:d'-ed tcr.- -e`.iW1g t% -St o= -us �`' • 1, moi:: :�� pe- . L.x�::: •' s..•;e:� t.• -,,... •• . x'e.�..ts , . �Se rc g it --.Ie L..t d States b; sa=ne _ 'xe.ges nett tete3 tc :able :a^,Se as 37'.:0 4i': ♦?gas: ave a:e:c:3 of a ==--r_-: of C:c./ '_..3 cf ..e fates: - _ SUM:: F.'O 'JC^15 Le -z-5 c. = s-•.:.jz:s:::az a.-sd sales :e:s::. ♦ 5::::e - s -':e zva::a%:e ns: &in in •-.t slates DIMENSIONS AND RATINGS �-r-�Z �'1 t•i i1( '1•i Ct•T' r.t.:. ��_ ✓••. 1aQ.J7 M•.S�^GT.+�-.mac-1 i-� il: •_:4 �+rP Liy. ;sir ✓� •r^.. •� �• . { ,,,• , �y,�,...,etr _.�y, '��.t¢ �..r-w•-Y:�tY...p' tF-i e��.C.,,��7/,w � fi' •i.R • �y .'ri r••�v:T.: .,. . C�•••^V'?Mq 0. +G` a\' a'•i••• •�.•.1 �ryr� �����3" te- � :�.t, `��!'� •ti.,^'T.�•� .�.Ls-,:� �PY�"ty�-..y •K;� -.� ,+• �-'"Z..r, ��?�.Y vi°.. ���--, i^X- �:..• .�V.. 1-_. � +..., '•I.. ilr�r��1�1 11032.27 4.06 C.6Z 0.05 C'.75J c.:9 i,_>" 2 4 6.2 3�0 .2,4., 5 ,� 2,,. �:/ , , 00 0.75 P.90 -2 C.37-'-7.50 9.:3 2 4 7.2 3:0 a0� �' 5.^2 L. 7.cv e.s� _:.�� cs- 9..0 ::.._ � :z.0 �Z 2105 all.2C'.'. 2.00 i4.25 C.-. --- 2�.�" 4 25.0 " 10"�.J7 �1?'� Loa ._.�� 4.�; 14.0 i:.__ S+ .4.9 .J.JO i._" C. :7..0 :/...,. S 9 Jam./ :5J 15.,L i4" '� 2.c? ice. 2.7U ,0.5' . C.575 25./- 20._. ' 1 10 .9./ 37U +" ' 2175 ic" l0".50 2.5? 17.54 2.55 2:.90 • Ml 2i.00 :.5'. 22 2: SS.: ow ii1S 29" 2C.50 2.59 i9.e4 i.c3 25 r'0 C;75 23.25 :x.75 12 12 52.2 ^v'0 .220..-.74 1.59 27.10 C.`?i ^ 25.:0 27.':'� 24 24 i4.$ 2:': i 12, .,,,. :.:: .54. 1.51 5_.c: C.S75 30.00 -..w 223a .0" :3.25 ►.30 3-117 3S.S7 .::5 -.:` 3 -.Qs 3s'.:2 20 g5 210: :7' J9.7� J.«V Jv.Y/ «.� 47.:/ i`.i7 40." «4 .4 770.7 X70 4.:0 W x7 5.33. 55.51 1.. 7 =3.52 C..' 5 2S 2S :10.2 Z-0 1249 45" 52.V, 4S5 50.97 3.SS 5:.37 1.3, ia0 50.36 32 =2 712.0 50 ♦ : v: t •? ..- ":25'>•.:r25 ::.? rZa.c1 r.2SSLc5' S:1C h :?, C ....�� aa. •` Dept Dr=at _ ,enda o s. ., r ajeds :a_.g iz.ge':.:ar•.�ter \ :estra':,�.s o. recom:nda�ns :ease Conta; c .is c Ce for our a_si c x! "i r -t rs ♦ The il' Se.ies slhould no! Be used on plait, ena :: tags. K ♦ V:S; ene:.:: t" net^ :01.3:°�� C�''te 11'!0 Se -4 :.i G^, J 0.7:5-,7 FF c ' .':i@.`L'O" ase C0.3• 0, v"'.•- e^ ".:lee::_^ CeJ2r`r•::.^.: -__::25 / _ ♦ T h2 1_ S I::.Llae- C. use on ductile i:0.^. i.:4. Tl1e :est al:.t •y 4 I 1 { :a L:52- .^ =a, I: Cn � 1.21::.^.e �l� E 15 :10t Se-.'e'aiv :C2':•J,^.ea ?S,C ?5 _i SC's.^. / C'cn1 :'d0: d llas Z"L outs. --e meter that C.a.,%ce a c:'.V'r. o� ata t.'..`Ci: ri:'o'.ee t �A S CT�Oti ;;��.-,,1a -. on t1he use of + _ 1N'CG.'.LUG :e: �a�-: on gray iron pe ask for ' / • Car.:er•' s 3::::erSr.DI-1. u i F- , __.. - _� ♦ �C.� _t Gaskets .,� :Vit, ::.� ,.�. _ •c" ''TG a_ ask S 2.2 �- :'IC2G �I'. , u._ �� X J \ ' 4 'r\(` ry/ ! :es +. ., ^ %... l l al, '& lit - "^'r • x�a le.._r, .•_„?s a:e ::0;:..2r x:_..:.a �. �,.. J :::es .0 �� :a l::ate - sue: a5se.rlcly cr t•'le =ec.eaical jcint• These a_^e :acul: ed on Sze ::�C2d S'..'.°5 to C::=.:_' Me �:°SS'�2 rZ`.i^.p5 a. v:l Sa=e:+•:a: C:S Sit.?4�:�. ( I w I •' � ` �-� 4 ♦ •iii 1�• : ewt �-6-. .1.1 I� /� , -•--LUG cormpo lents L:e Lni z4a Vi V'r\i..'i� .N .��. 1•.e i'S•e _CeS ZF. i.\ a AYra_oG CA •\' ♦ :n' : • afP!' : =,_. �. 37G /G :?�1. T. -he ta.owuct s Co_..� t t�,i ,r ,_.,. � 0� , (_tip -: V� ' ,.Y! W, F ��.:; ,.., -"r ch :.: .�.. . ...,_-s .o .. ' ,e 2s hzltc:.C1.:::r S.ed.!eu :C: :_`12 �iie a_•:i. :.� ries. .....�-F ♦ Ll 57D Als�:a ;�t 5 d�'es L:.._..�• at _,. `=d �r ? �de-- -4\Diw^ d •r,':,.r.. :o_;a T a �c-, •rte: ��e ^e e:-�•_„a" c:a.;,:.s, s.., C ,..�.: a ll r L..a.•i:r�1r: i�1:Qi a:� ��S 10 ►:.:v►;�:lI� .:Ili -I%:•.^.: e e S �i tIzcl gh `f�•� is° 3�110 C12 n="'": 15 )L sL:s V, SECTi0N c.ed. r -B 4 t � � � 0 ST_42� ZPIPEPP OD UCTS 8. DUCTILE IRON. JNIE Cll_A-NlaC-U, J GEINNERAL SPECIFICATION'S Compact 1AIJ Fit'Lincrs �NSI/_- NNNVA. C153/.- 21 53 Dlx-T C01lP_ACT FITTINGS A .^ kYrRUL: DUCTILl E "-,,",O*:N PSI AST 'NJ;6 lZ R.�_TT q, 2_ 4Z T _�.TN OA�. 30'-=S W�z P"• P T ': IT Q TESM �G: D LM I ..CCO"RD.A'_',NTC-.Ed VVI -11H AN, Ti 7INT03 *.PN',OT LISTED 11N VI T LA=G LEINGTH: Nj*A.CC0l-RD.A.N,CEz 7'H 1.53. F17 �Z I, A -NI-. S.�.�-DESIGN A 5 N 0 C L 0 G S L�A.WW.-k Dj--,f -E P. I HD IN CLUD' -S, CF I NT 0 N"D NVE, I G H T S: DONOTIN i _,:.,kCCESSM,= -N' N CO . -.:SGS 5 ON F TT TDN" G S NQ%7'C"u AN' CT AA , j FLANGES: __.xG'_;.D END AA_D ANSI B. 6.1 CLASS 125& "C= S 7' ... . ... "1 1. A tlNi I I;N'T. L P; LNG: Ziff A C C O.R' D.k.N C Ez -1; V I T H A N-5 I/ .A 71 X 7 "A C 10 COATrNG: A I C S'.: CCO T COA:j'",�\lS►D.,- A7D OUT': IRD Cr_ T.. C10A,11 r GASI�TS: SBR _TNZ ACCORDANTCEW WITH. A-Mil.'n' B 0 LT S i TS: LOW ALLOY'STEBEL r."s A.CCORDAUNCE 'T", C I 11 /.A.21.11 E P. -.GE 9) FV APPROVALS; 1,R7MMTERS T.�_130R,.! S L! TED. INS: 'I To.,M M, L 'W/W/ 11 ML- Mill KAWWA I'll Al KI 71 41- K . 2 N NSFO D C ___� 2 nIn. _. 0.0 0.31 In. Mec'hanlical-jointdirnenslons- In. Bolts SIZE A Dia. a C -Dia, D 01a., F Dia. J Dia. X1 Dia. K2 Dia L N1, s -0 X DIM. size No, X4 3.95 2.50 4.84- 4.94 4. 0 a 5.19 7.62 7.;-z -- - 0.58 280 /.A 51E 4 4 4.80 2.50 5.0-2 5. 02 4.90 7.50' 9.05 9 -11 2 0.60 0.75 0.39 250 - 7118 . 6 6.90 2.50 8.02 8.12 7 0.58. 0.43 2.80 .718 314x31/2 a 9.0%_5 2.50 1017 101-27 '1', 15. 11.75 1 13,37 UZ 1.00* 0.45 28* 1/8 %1AX3 1/2 -1.00 0.417 28° 71'S 3%4x4 10 11.10 2.50 '12.22 12,53 52 2 0.70 • 12 13.20 2.50 14.312 14.44 13.30 16.25 17.83 1 7.8 0'.73 1.44 0.40 2S"- 715 314x4 Z" 280 718 31'4X= V2 10 14 151.3 0 3.50 15.40 16.54 1.0.44 181.7-9 20.25 20.2 0."19, 125 0 . 5w %rd A 17.40 3.50 18.50 18.154 17.54 21.0-0- 22.30 7-2.c 0. 8 .5 C.-0 28, J., x -A, 1, .2 112 .5 V J. .J-8 " a^- 3 l-/ X-/ 1,12 12 0 3.50 20,50 2C%7" .0. 24. 18 i MA 1.50 3.5 0 422.7,01 22.84 2 1 . 7 At 25.50 27.00 2 7 -C, 1.02 1.4: 0'.69 28O 7112 314x4 /2 14 9 4 3!4x5 3 0. C,. 7 280 74rS w 0 26.90 27,04 29.944 u 4.00 -3.29 23,45 J2.1 r E8, 30.12 12 1.31 0 0 1 i10 86 IV 8.3 0 4.00 .,a .,.; 9 3 2.75 38,47. -"Wz 7 51 4 1-1. C,0 '4 1.45 2.40 1.00 no I 1 1; X5 24 1) A A 1 4. 7�4F.t 44.^7 CO.K 511A. 28" 'T C 153 DUCTILE, ILF"ON �. COMPACT FITTINGSitUalvn. ' rSr_ 3" tnru 12t.ie "or Fire Mcin E ui ment SAMPLE ....CI, !CATIONS 3„ T; $RrJ 241" N:Kii-ii iC�,I- JOI i D!?C; i:� 1" ^N I I F1 i�iNGS s,liall �e ='� t e- .. t t ir•i Od�':_1 !n i^' EJv.=% -ri1 }� ` ,'t1 rttj�l'Id i X W(ii, C11 CG . iICGGl�'Ier,T.S �i,d ✓�GV(Si.:i15 yr AN31//�'11j1r1�t`.^� � 3♦ � lu:l;l;ltl �- Ci ;3/" 21.53x�A; -, C1 i 1/21.1 „l, . ✓//.:r Ductile iron Mechamca! Join, (Only) Fittin s ara. ci ror ! ✓1 „� ! � 8 l /`moi' , , , 353 FSI working pressure, unless ctnerwise indicates. z NOTE: Fi,tings care cement -linea and secl-coated in cccorddnce wi;,, rNai/r,r �^1� C10../r,%i visa �a12ii .•l,r'- z Ccfii=�It•in..:] 1 . c t or bare. Al!coated ?inl! d irf G'•Gll,.a(e �.G..l ..~gs , r ` ,..-•. e1, aau "eim cm: i yj;-,61 Cpp 1 i ri cap ( eat i � i }� � r��.� S �1 6-4 i's , r...�..l, „i. -:n5 O, �. .�..� f51 v, w.. r-i..o tGr 1 !j cetaiis. I r tri%\ 1.; �}'� r•1 (1 /32) Dimensions F/. Dimensions R )iti.ei�i:t Dimensi.cns 7.62 Size = A R c c A R YI 3 .3» .4.5 18.35 6.66 2.00 3.62'- JOINT DIMENSIONS IN INCi-i5S, 5.0 4.5 26 2.49 4.81 22 BOBS Size. A Tic. 3. C�'.ic D Dic F Dic. J D':c KI. Dic. K2 Dia 7.5 7.0 M S i X Jia.' Size No. .»1 3.96 2.6v' ;.�» !.?4 »:06 6:10:. 7.62 7..64 10.5 B .62 39 33 �/< =/6x3 d 4 4.80 2.50- 5.92 6.02 4.40 .7.50.: 9.06 9.12 12.5 0 .75 .39 i34 '/s '/.x3'/: 4 6 6.90 2.50 2-..02 8.12 7:03 9..50 11.06 11.12 505 3 .8S »3 .36 c '/1xIt'/z . 6 g 9.05 2.50 10.17 10.27 9.15 11.75 12.•31 13.37 ', 6 14,00 .45 .38 -/:x3'/2 6. 110 1 i 2. G 12.22 12.34 11,?0 1.4.00 15.62 i 5.62 0 . 1.00 .»7 .40 '/e '/Jx31/z 6 12 .10 13.20 2.50 14.32 14.44. 13.30 16.25 17.88 17.88 3 .1.00 .49 .42 7%6 ' '/:x 3.5'0 i 6.40 16.;;4 15. »» 18.75 • 20.3 r 2-0.1.5 y 1.25 55 �7 -- '/a 3/a� 1'3 16 17.40 3.50 18.50 18.64 17.54 21.00 -22.56 22.50 S 1.31 .57 .50 '/e 3j.�4 12 19 19.60 3.50 20.6.0 23.74 i 0.6» 23.25 2-"».03 2».75 i . G 1.38 .6$ .5-�» %/s 3/dx» ► 2 -20 2 1. 60 3.50 22'.70 22.8" 21.74 25.50: 27.08 27.08. l..2 1.44 .69 .57 '/a 'j.x" 14 24 25.&3 ' 3.5'3 26.90 27.0» _ 25.9» 30.0+0 '31.58 31.54 1. 2 1.56 75 bi '/s '/Ax»'/z 16 BENDS 12 tri%\ 1.; �}'� r•1 (1 /32) Dimensions F/. Dimensions R )iti.ei�i:t Dimensi.cns 7.62 Size i A R 1Yeicht A R Vleich. 3 .3» .4.5 18.35 6.66 2.00 3.62'- 16 4 .35 5.0 4.5 26 2.49 4.81 22 6 ..�i 6.6 0.0 L9 3.a0 7. .a : o .: , 8 .3? 7.5 7.0 68' . 4,00 , 8,44 56 . 10 .»1 9.5, 9.0 102 5.01: 10.88 R6 12 .43 10.5 10.0 129 5.98 13.25 109 9.50 2.06 164 16 .32 13.0 , 12.5 264 5.98 i3.2: 2.-2 1 14. ID X101 7,501 0 32Zz 2C, .60 17.0 15.5 505 .8.00 16.88 368 4 c �:,, tri%\ 1.; �}'� r•1 (1 /32) Dimensions F/. A R )iti.ei�i:t Bends ;1 / 16} 7.62 Dimensicns 1.55 10.70 20 R 1'Jeich! i .^i'vA.08is 15.80 48 182 18.35 6.66 21 20.90 a9 i 0.50 37 133 85 11.80 50 .vv 3x 1'.3 67 71.07 86 15.90 87 r+ 57 �3 17.25 1 %8 a8 17. 5,01 178 50 35.19 36" [D C, A 37.6' •481 tri%\ 1.; �}'� r•1 (1 /32) Dimensions A R )iti.ei�i:t i .25 7.62 15 1.55 10.70 20 1.8 It 13.26 33 2,06. 15.80 48 2.32 18.35 61 2.56 20.90 79 2.5c %1.25 133 2.62 21.50 159 .vv 8.50 71.07 346 �.LL' 76.1 L r+ 57 � '� ♦. J � � V PVC tai"gt"rp 1 _. 7 7- C DETECTABLE TAPS' L V y F� J� � V•�'T• UNDERGROUND DETECTABLE TAPE "THE DEFENDER', n Tri �" i nr aiq��;�na �;�oa paapu�_c 3dVI 378V10313a-NON I 1 4 1 r i •♦ � I,'l J4�f;'L �..i�'_'. 'J4i 'JI t'v. � r.y ^A �/. v .'.+ r . •, I,r� r �,"in. X71; ,1,�`^1�,4!' :;/:.�r6`t11;. �• •r t' ..i... 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