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2525 EL CAMINO REAL; ; FPC2017-0216; Permit
PERMIT REPORT 4ity of Carlsbad Print Date: 12/16/2021 Permit No: FPC2017-0216 Job Address: 2525 EL CAMINO REAL, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel #: 1563020900 Track #: Applied: 08/03/2017 Valuation: $6,963,600.00 Lot #: Issued: 08/15/2017 Occupancy Group: Project #: Finaled Close Out: 02/02/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: THE SHOPPES AT CARLSBAD -UNDERGROUND (PIPE REPLACEMENT) FPContractor: SHOFFEITT PIPELINE INCORPORATED-INACTIV 15801 ROCKFIELD BLVD, # STE L IRVINE, CA 92618-2814 (949) 793-0836 FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $733.00 Total Payments To Date: $733.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 760-602-8561 f I www.carlsbadca.gov ffc2o0 02-1 F~w~ ~Iw~ I - - Fire Protection by Computer Design VFS Fire & Security 501 W Southern Ave Orange CA., 92865 714-778-6070 Job Name SHOPPES AT CARLSBAD Building : PHASE H WEST Location : REMOTE AREA 1 System : SYSTEM 8 Contract 163173 Data File : 17 06 08 LOWER LEVEL NEW PIPE WEST.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Page SHOPPES AT CARLSBAD Date 05/11/17 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation : -1.227 C2 - Residual Pressure: 37.8 D2 - System Flow : 530.142 C2 - Residual Flow : 6050 D2 - System Pressure : 76.046 Hose ( Demand) : 250 D3 - System Demand : 780.142 Safety Margin : 5.737 150 140 130 p120 R110 E10° 90 Cl : s80 U 70 R 60 E° 40 30 20 10 ul .I 7591l5OO 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS Fire & Security Page 2 SHOPPES AT CARLSBAD Date 05/11/17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CON 82.8 37.8 6050.0 81.783 780.14 76.046 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1HD 14.167 5.6 21.56 26.0 1DRP 14.167 5.6 21.56 26.0 40 10.0 5.11 33.26 29.45 K=K @2DRP 41 10.0 5.11 34.1 29.81 K=K @2DRP 42 10.0 5.11 34.33 29.91 K=K @2DRP 44 10.0 5.11 34.45 29.96 K=K @ 2DRP 46 10.0 5.11 25.93 26.0 K=K @2DRP 47 14.167 5.45 27.16 28.43 K=K @2HD 48 14.167 5.45 29.01 29.38 K=K @ 2HD 49 14.167 5.45 30.96 30.35 K=K @ 2HD 50 14.167 5.45 31.98 30.85 K=K @2HD 51 14.167 5.45 33.25 31.46 K=K @2HD 52 14.167 5.45 33.26 31.46 K=K @2HD 53 14.167 5.6 31.68 31.52 54 14.167 5.45 35.1 32.32 K=K @2HD 55 14.167 5.45 37.59 33.44 K=K @2HD 56 14.167 5.45 40.15 34.56 K=K @2HD 57 14.167 5.45 41.48 35.13 K=K @2HD 59 14.167 5.45 43.82 36.11 K=K @2HD 43 12.833 33.62 52A 12.833 34.55 58 12.833 44.65 26 12.833 68.16 TRS 12.833 68.34 BRS 2.0 73.23 UG1 2.0 73.39 UG2 12.833 68.79 UG3 12.833 69.11 UG4 12.833 69.11 HOSE 12.833 69.22 DC1 12.833 69.27 DC2 12.833 75.95 CON 12.833 76.05 250.0 Computer Programs by Hyciratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Page 3 SHOPPES AT CARLSBAD Date 05/11/17 Nodel Elevi K Oa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1HD 14.167 5.60 26.00 1 T 5.0 0.500 120 21.556 to 0.0 5.000 0.0 2HD 14.167 26.0 1.049 0.0 5.500 0.2115 1.163 Vel = 9.65 0.0 2HD 26.00 22.719 K Factor= 5.45 1DRP 14.167 5.60 26.00 1 E 2.0 13.708 120 21.556 to T 5.0 7.000 0.0 2DRP 14.167 26.0 1.049 0.0 20.708 0.2114 4.378 Vel = 9.65 0.0 2DRP 26.00 25.934 K Factor = 5.11 40 10 5.11 29.45 1.25 0.0 12.000 120 33.263 KK@2DRP to 0.0 0.0 0.0 41 10 29.45 1.38 0.0 12.000 0.0700 0.840 Vel = 6.32 41 10 5.11 29.81 2 T 10.0 10.833 120 34.103 K=K@2DRP to 0.0 10.000 -1.227 43 12.833 59.26 2.067 0.0 20.833 0.0357 0.744 Vel = 5.67 0.0 43 59.26 33.620 K Factor= 10.22 42 10 5.11 29.91 2 0.0 12.000 120 3.4326 K=K©2DRP to 0.0 0.0 0.0 44 10 29.91 2.067 0.0 12.000 0.0101 0.121 Vet = 2.86 44 10 5.11 29.97 2 T 10.0 1.000 120 34.447 K=K@2DRP to 0.0 10.000 -1.227 43 12.833 59.88 2.067 0.0 11.000 0.0364 0.400 Vel = 5.73 0.0 43 59.88 33.620 K Factor = 10.33 46 10 5.11 26.00 1 E 2.0 12.333 120 25.934 K = K @ 2DRP to 0.0 2.000 -1.805 47 14.167 26.0 1.049 0.0 14.333 0.2115 3.031 Vel = 9.65 47 14.167 5.45 28.43 1.25 0.0 8.500 120 27.160 K = K © 21-11) to 0.0 0.0 0.0 48 14.167 54.43 1.38 0.0 8.500 0.2181 1.854 Vel= 11.68 48 14.167 5.45 29.38 1.5 0.0 8.500 120 29.014 K = K @ 2HD to 0.0 0.0 0.0 49 14.167 83.81 1.61 0.0 8.500 0.2288 1.945 Vel= 13.21 49 14.167 5.45 30.35 2 0.0 8.500 120 30.959 K = K @ 2HD to 0.0 0.0 0.0 50 14.167 114.16 2.067 0.0 8.500 0.1201 1.021 Vel = 10.91 50 14.167 5.45 30.85 2 T 10.0 0.667 120 31.980 K=K@2HD to 0.0 10.000 0.578 52A 12.833 145.01 2.067 0.0 10.667 0.1868 1.993 Vel = 13.86 0.0 52A 145.01 34.551 KFactor 24.67 51 14.167 5.45 31.46 2 0.0 0.667 120 33.255 K=K@21-11) to 0.0 0.0 0.0 52 14.167 31.46 2.067 0.0 0.667 0.0105 0.007 Vel = 3.01 52 14.167 5.45 31.46 2 T 10.0 7.833 120 33.262 KK@2HD to 0.0 10.000 0.578 52A 12.833 62.92 2.067 0.0 17.833 0.0399 0.711 Vel = 6.02 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 4 SHOPPES AT CARLSBAD Date 05/11/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pt/Ft Pt 0.0 52A 62.92 34.551 K Factor = 10.70 53 14.167 5.60 31.52 1 E 2.0 9.333 120 31.677 to 0.0 2.000 0.0 54 14.167 31.52 1.049 0.0 11.333 0.3019 3.421 Vel= 11.70 54 14.167 5.45 32.31 1.25 0.0 8.500 120 35.098 K = K @ 2HD to 0.0 0.0 0.0 55 14.167 63.83 1.38 0.0 8.500 0.2929 2.490 Vet = 13.69 55 14.167 5.45 33.45 1.5 0.0 8.500 120 37.588 K = K @ 2HD to 0.0 0.0 0.0 56 14.167 97.28 1.61 0.0 8.500 0.3015 2.563 Vel = 15.33 56 14.167 5.45 34.56 2 0.0 8.500 120 40.151 K = K @ 2HD to 0.0 0.0 0.0 57 14.167 131.84 2.067 0.0 8.500 0.1566 1.331 Vet = 12.61 57 14.167 5.45 35.13 2 T 10.0 0.667 120 41.482 K=K@2HD to 0.0 10.000 0.578 58 12.833 166.97 2.067 0.0 10.667 0.2426 2.588 Vel = 15.96 0.0 58 166.97 44.648 KFactor= 24.99 59 14.167 5.45 36.11 2 T 10.0 7.833 120 43.816 K = K @ 2HD to 0.0 10.000 0.578 58 12.833 36.11 2.067 0.0 17.833 0.0142 0.254 Vel = 3.45 0.0 58 36.11 44.648 K Factor = 5.40 43 12.833 119.14 2 0.0 7.167 120 33.620 to 0.0 0.0 0.0 52A 12.833 119.14 2.067 0.0 7.167 0.1299 0.931 Vel= 11.39 52A 12.833 207.92 2 0.0 12.000 120 34.551 to 0.0 0.0 0.0 58 12.833 327.06 2.067 0.0 12.000 0.8414 10.097 Vel= 31.27 58 12.833 203.08 2.5 4E 24.0 3.167 120 44.648 to 0.0 24.000 0.0 26 12.833 530.14 2.469 0.0 27.167 0.8654 23.509 Vel = 35.53 26 12.833 0.0 8 2E 36.0 29.333 120 68.157 to 0.0 36.000 0.0 TRS 12.833 530.14 7.981 0.0 65.333 0.0029 0.187 Vel = 3.40 TRS 12.833 0.0 8 B 12.0 12.500 120 68.344 to S 45.0 57.000 4.692 BRS 2 530.14 7.981 0.0 69.500 0.0028 0.198 Vet = 3.40 BRS 2 0.0 8 T 35.0 2.000 120 73.234 to E 18.0 53.000 0.0 UG1 2 530.14 7.981 0.0 55.000 0.0029 0.157 Vet = 3.40 UG1 2 0.0 8 E 18.0 12.500 120 73.391 to 0.0 18.000 -4.692 UG2 12.833 530.14 7.981 0.0 30.500 0.0029 0.087 Vet = 3.40 UG2 12.833 0.0 8 2E 42.282 90.229 120 68.786 to 0.0 42.282 0.0 UG3 12.833 530.14 8.249 0.0 132.511 0.0024 0.323 Vet = 3.18 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 5 SHOPPES AT CARLSBAD Date 05/11/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total PfIFt Pf UG3 12.833 0.0 8 0.0 1.500 120 69.109 to 0.0 0.0 0.0 UG4 12.833 530.14 8.249 0.0 1.500 0.0020 0.003 Vel = 3.18 UG4 12.833 0.0 8 0.0 58.000 140 69.112 to 0.0 0.0 0.0 HOSE 12.833 530.14 8.27 0.0 58.000 0.0018 0.105 Vel = 3.17 HOSE 12.833 0.0 8 E 28.468 2.000 140 69.217 to 0.0 28.468 0.0 DC1 12.833 530.14 8.27 0.0 30.468 0.0018 0.055 Vel = 3.17 DCI 12.833 0.0 8 Zid 0.0 0.500 140 69.272 to 0.0 0.0 6.676 * Fixed Loss = 6.676 DC2 12.833 530.14 8.27 0.0 0.500 0.0020 0.001 Vel = 3.17 DC2 12.833 0.0 10 4E 98.439 15.833 150 75.949 to 0.0 98.439 0.0 CON 12.833 530.14 9.42 0.0 114.272 0.0008 0.097 Vel = 2.44 250.00 Qa = 250.00 CON 780.14 - - 76.046 K Factor 89.46 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security SHOPPES AT CARLSBAD Page 6 Date 05/11/17 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2',6 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units Us Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 HORIZONTAL LPC/CE SIDEWALL HORIZONTAL SIDEWALL / •\... FIRE SPRINKLER CORPORATION (S TANDARD RESPONSE A U TOMA TI C SPRINKLERS GL SERIES (UPRIGHT. PENDENT VERTICAL SIDEWALL 'AYI1 CONVENTIONAL (OLD STYLE) The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. 'Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141-C), 360°F (182°C) 500'F (260'C) Available Upon Request Without Approvals 'Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) Frame - bronze • Deflector - brass • Screw - brass Lodgement Spring - stainless steel 'Bulb seat - copper • Spring - nickel alloy Seal - teflon Bulb - glass with glycerin solution, 5mm size UPRIGHT CONVENTIONAL * SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION I AVAILABLE B COLOR BULB N.F.PA. MAXIMUM SPRINKLER TEMPERATURES CEILING TEMPERATURE ORDINARY - ORANGE/RED QNTERMEöTE YELLOW/GREEN HIGH BLUE EXTRA HIGH MAUVE ULTRAHIGH . .. -. BLACK 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583. FAX 989-846-9231 JULY 2012 A-65 BULLETIN GI-5661, REV. #6 (STANDARD'RESPRONSE A UTOMA TIC SPRINKLERS GL SERIES (UPRIGHT 0 PENDENT 0 VERTICAL SIDEWALL HORIZONTAL SIDEWALL o CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2' NPT 2 1/4" (5.7 cm) [Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4° (5.7 cm) Chrome (5.6 (80 metric) T' NPT 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2 NPT 2 1/4" (5.7 cm) Black Polyester 2, Wax Coated 2,34 8.1 (116 metric) 3/4" NPT 12 7/16" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9116. FINISHES AVAILABLE ON SPECIAL ORDER. AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200'F ONLY. APPROVALS SIN K 135"F 155'F 175F 200'F 286F *36OF '500°F c UL FM LPC CE NYC - DOB STYLE MODEL FACTOR HAZARD' 57'C 68'C 79CC 93'C 141CC 182"C 260 C MEA 101-92-E 0L2861 2.8 LH )( X X X )( X X )< - - x GL4261 4.2 UI X X X )( X X X )< - - - X UPRIGHT C61 F6 ALL X X X rx X X X X X X X X GL8161 7.8' ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X I X X I X X X X X GL2851 2.8 LI-I X X X X X X X X - - - X GL4251 42 LH X X X X X X X X - - - X PENDENT GL5651 5.6 ALL X X X X X X X X X X X X GL8151 7.8t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL 0L5675 5.6 LH K X X X X X K X X - - X SIDEWALLI GL8176 8.1 LH X X K K X K K X - - - X GL2870 2.8 LH X X X X X X K X - - - X GL4270 42 LH X X X K X K K X - - - K HORIZONTAL GL5670 5.6 LH/OH X X X K X X K X X - - X SIDEWALL GL567im 5.6 LH/OH X X X X X X K - - K X - GL8171 8.1 LI-f/OH X X X K X X X CONVENTIONAL GL5668 6.6 LI-f/OH X X X K X X X - - K X - (OLD STYLE) GL8189 8.1 LI-f/OH X X K X X X X - - )( X - SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. SPRINKLERS -- 360 NO rwi AFFRLWALo ALL HAZARDS § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12 BELOW THE CEILING,ALL: OH: ORDINARY HAZARD FM APPROVED 4" TO 6 BELOW THE CEILING. LH: LIGHT HAZARD ° INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. 1I2 NPT PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MN. SPACING. 500F AVAILABLE UPON REQUEST WITH NO APPROVALS. - - - - - --- -- - - ___ - ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature • Finishes desired Quantity - Wrenches - P/N 325390 (112'); P/N 312366 (3/4") flLWRflLXtEfl cORPOkATION (LOBE PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 HORIZONTAL LPCICE SIDEWALL HORIZONTAL SIDEWALL .r -. L. .... . .. ....- FIRE SPRINKLER CORPORAT1O DESCRIPTION AND OPERATION (STANDARD RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. *Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) .500°F (2600C) Available Upon Request Without Approvals sWater Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) *Frame - bronze • Deflector - brass • Screw - brass Lodgement Spring -stainless steel Bulb seat - copper. Spring - nickel alloy . Seal - teflon Bulb - glass with glycerin solution, 5mm size UPRIGHT CONVENTIONAL . SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION I AVAILABLE SPRINKLER TEMPERATURES BULB COLOR N.F.P.A. MAXIMUM CEILING TEMPERATURE (ORDARY ORANGE/RED INTERMEDIATE . YELLOW/GREEN BLUE HIGH EXTRA HIGH ,, - 13 " MAUVE . .• Y-.; - ULTRAHIGH 0 BLACK 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583, FAX 989-846-9231 JULY 2012 A-65 BULLETIN GL5661, REV. #6 (STANDARD RESPRONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT O(PENDENT 0 VERTICAL SIDEWALL HORIZONTAL SIDEWALL o CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 112' NPT 2 1/4' (5.7 cm) 4.2 (59 metric) 1/2" NPT 2 1/4 (5.7 cm) Factory Bronze (5.ê (80 metric) /2"NPT 2 1/4" (5.7 cm) White Polyester 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 23 Wax Coated 2.3.4 8.1 (116 metric) 3/4" NPT 2 7116" (6.2 cm) METRIC CONVERSIONS ARE APPROXIMATE 1 HORIZONTAL SIDEWALL IS 2 9116. 2 FINISHES AVAILABLE ON SPECIAL ORDER. 3 AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. WAX COATING cULus LISTED UP TO 200"F ONLY. APPROVALS STYLE SIN K 135'F 155'F 175'F 200'F 286'F "36CF "500"F UL FM LPC CE NYC - DOB MODEL FACTOR HAZARD' 57'C 6&C 79<C 93'C 141'C 182CC 2601C MEA 1O1-92-E 0L2861 2.8 LH x x x x x X X X - - - GL4261 4.2 LH X X X X X X x X - - - X UPRIGHT GL5661 5.6 ALL X X X X X X X X X X X X GL8161 7.8t ALL X X X X X X X X - - - X GL8164 8.1 ALL X X X X X X X X X X X X GL2851 2.8 LH X X X X X X X X - - X GL4251 42 LH X X X X X X X X - - - X PENDENT i3B1 C6 ALL X IF X X X X X C F X X X GL8151 7$t ALL X X X X X X X X X - - X GL8156 8.1 ALL X X X X X X X X X X X X VERTICAL GL5675 5.6 LH X X X X X X X X X - - X SIDEWALLI: GL8176 8.1 LH X X X X X X X X - - - X GL2870 2.8 LH X X x X X X X X GL4270 42 LH X X X X X X X X - - - X HORIZONTAL GL5670 5.6 LH/OH X X X X X X X X X - - X SIDEWALL GL5671 rx 5.6 LHIOH X X X X X X X - - X X - GL8171 8.1 LH/OH X X X >( X X X X - - - - CONVENTIONAL GL5668 5.6 LH/OH X X X X X X X - - X X - (OLD STYLE) GL8169 8.1 LI-YOH X X X X X X X - - X X - SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. 35DF NO FM APPROVALS HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4' TO 12' BELOW THE CEILING, ALL: ALL HAZARDS OH: ORDINARY HAZARD FM APPROVED 4' 106' BELOW THE CEILING. LH: LIGHT HAZARD INSTALL IN ACCORDANCE TO BS5306 AND ANY OTHER RELATED DOCUMENTS. 1/2' NPT PENDENT VERTICAL SIDEWALL 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL UL 9' MN. SPACING. SOO'F AVAILABLE UPON REQUEST WITH NO APPROVALS. • - - ORDERING INFORMATION SPECIFY Quantity • Model Number Style "Orifice • Thread Sizes • Temperature Finishes desired "Quantity - Wrenches - PIN 325390 (1/2'); P/N 312366 (3/4") RT SPJUNKL[R ORPORATWN I3LOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY 2012 PRINTED U.S.A. BULLETIN GL5661, REV. #5 fPC2o -024ç, - - - Fire Protection by Computer Design VFS Fire & Security 501 W Southern Ave Orange CA., 92865 714-778-6070 Job Name : SHOPPES AT CARLSBAD Building : PHASE II WEST Location : REMOTE AREA 2 System : SYSTEM 8 Contract : 163173 Data File : LOWER LEVEL WEST BULK MAIN.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security Page SHOPPES AT CARLSBAD Date 05/15/17 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation : 0.614 C2 - Residual Pressure: 37.8 D2 - System Flow : 463.713 C2 - Residual Flow : 6050 D2 - System Pressure : 70.615 Hose (Demand ) : 250 D3 - System Demand : 713.713 Safety Margin : 11.322 150 140 130 120 R° E10° S90 --:j— : S ° 02 U 70 R 60 E 50 C2 40 30 20 10 75 500 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS Fire & Security Page 2 SHOPPES AT CARLSBAD Date 05/15/17 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CON 82.8 37.8 6050.0 81.937 713.71 70.615 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 14.25 5.6 21.56 26.0 2 14.25 5.6 23.02 26.87 3 14.25 5.6 31.66 31.51 4 14.25 5.6 36.08 33.64 5 14.25 5.6 40.14 35.48 6 14.25 46.22 X6 14.25 46.33 7 14.25 5.6 21.64 26.05 8 14.25 5.6 23.11 26.92 9 14.25 5.6 31.79 31.57 10 14.25 5.6 36.22 33.7 11 14.25 5.6 40.29 35.55 12 14.25 46.39 X12 14.25 46.51 13 14.25 5.6 22.4 26.51 14 14.25 5.6 23.92 27.39 15 14.25 5.6 32.88 32.11 16 14.25 5.6 37.46 34.27 17 14.25 5.6 41.66 36.14 18 14.25 47.95 XiS 14.25 48.07 19 14.25 53.36 20 14.25 53.56 21 14.25 55.35 22 14.25 56.44 23 14.25 59.48 24 14.25 60.11 25 14.25 61.7 26 12.833 62.67 TRS 12.833 62.81 BRS 2.0 67.66 UGI 2.0 67.78 UG2 12.833 63.16 UG3 12.833 63.41 UG4 12.833 63.41 HOSE 12.833 63.49 DC1 12.833 63.54 DC2 12.833 70.54 CON 12.833 70.61 250.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD VFS Fire & Security Page 3 SHOPPES AT CARLSBAD Date 05/15/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Fe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 14.250 5.60 26.00 1 0.0 6.917 120 21.556 to 0.0 0.0 0.0 2 14.250 26.0 1.049 0.0 6.917 0.2115 1.463 Vel = 9.65 2 14.250 5.60 26.87 1 0.0 11.000 120 23.019 to 0.0 0.0 0.0 3 14.250 52.87 1.049 0.0 11.000 0.7859 8.645 Vel = 19.63 3 14.250 5.60 31.51 1.25 0.0 9.000 120 31.664 to 0.0 0.0 0.0 4 14.250 84.38 1.38 0.0 9.000 0.4909 4.418 Vel = 18.10 4 14.250 5.60 33.64 1.5 0.0 9.417 120 36.082 to 0.0 0.0 0.0 5 14.250 118.02 1.61 0.0 9.417 0.4310 4.059 VeI= 18.60 5 14.250 5.60 35.48 1.5 0.0 8.667 120 40.141 to 0.0 0.0 0.0 6 14.250 153.5 1.61 0.0 8.667 0.7009 6.075 Vel = 24.19 6 14.250 0.0 1.5 0.0 0.167 120 46.216 to 0.0 0.0 0.0 X6 14.250 153.5 1.61 0.0 0.167 0.7006 0.117 VeI= 24.19 X6 14.250 0.0 2 0.0 33.833 120 46.333 to 0.0 0.0 0.0 19 14.250 153.5 2.067 0.0 33.833 0.2076 7.024 Vel = 14.68 0.0 19 153.50 53.357 KFactor= 21.01 7 14.250 5.60 26.05 1 0.0 6.917 120 21.641 to 0.0 0.0 0.0 8 14.250 26.05 1.049 0.0 6.917 0.2122 1.468 Vel = 9.67 8 14.250 5.60 26.92 1 0.0 11.000 120 23.109 to 0.0 0.0 0.0 9 14.250 52.97 1.049 0.0 11.000 0.7888 8.677 Vel = 19.66 9 14.250 5.60 31.57 1.25 0.0 9.000 120 31.786 to 0.0 0.0 0.0 10 14.250 84.54 1.38 0.0 9.000 0.4927 4.434 Vel = 18.13 10 14.250 5.60 33.71 1.5 0.0 9.417 120 36.220 to 0.0 0.0 0.0 11 14.250 118.25 1.61 0.0 9.417 0.4325 4.073 Vel = 18.64 11 14.250 5.60 35.54 1.5 0.0 8.667 120 40.293 to 0.0 0.0 0.0 12 14.250 153.79 1.61 0.0 8.667 0.7035 6.097 Vel = 24.24 12 14.250 0.0 1.5 0.0 0.167 120 46.390 to 0.0 0.0 0.0 X12 14.250 153.79 1.61 0.0 0.167 0.7066 0.118 Vel = 24.24 X12 14.250 0.0 2 0.0 33.833 120 46.508 to 0.0 0.0 0.0 20 14.250 153.79 2.067 0.0 33.833 0.2083 7.048 Vel = 14.70 0.0 20 153.79 53.556 KFactor= 21.01 13 14.250 5.60 26.51 1 0.0 6.917 120 22.405 to 0.0 0.0 0.0 14 14.250 26.51 1.049 0.0 6.917 0.2190 1.515 Vel = 9.84 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 4 SHOPPES AT CARLSBAD Date 05/15/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 14 14.250 5.60 27.39 1 0.0 11.000 120 23.920 to 0.0 0.0 0.0 15 14.250 53.9 1.049 0.0 11.000 0.8145 8.959 Vel = 20.01 15 14.250 5.60 32.11 1.25 0.0 9.000 120 32.879 to 0.0 0.0 0.0 16 14.250 86.01 1.38 0.0 9.000 0.5086 4.577 Vel = 18.45 16 14.250 5.60 34.27 1.5 0.0 9.417 120 j7.456 to 0.0 0.0 0.0 17 14.250 120.28 1.61 0.0 9.417 0.4464 4.204 Vel = 18.96 17 14.250 5.60 36.14 1.5 0.0 8.667 120 41.660 to 0.0 0.0 0.0 18 14.250 156.42 1.61 0.0 8.667 0.7259 6.291 Vel = 24.65 18 14.250 0.0 1.5 0.0 0.167 120 47.951 to 0.0 0.0 0.0 X18 14.250 156.42 1.61 0.0 0.167 0.7246 0.121 Vel = 24.65 X18 14.250 0.0 2 0.0 33.833 120 48.072 to 0.0 0.0 0.0 21 14.250 156.42 2.067 0.0 33.833 0.2150 7.274 Vel = 14.96 0.0 21 156.42 55.346 KFactor= 21.03 19 14.250 153.50 3 0.0 6.583 120 53.357 to 0.0 0.0 0.0 20 14.250 153.5 3.068 0.0 6.583 0.0302 0.199 Vel = 6.66 20 14.250 153.79 3 E 7.0 9.333 120 53.556 to 0.0 7.000 0.0 21 14.250 307.29 3.068 0.0 16.333 0.1096 1.790 Vel = 13.34 21 14.250 156.42 3.5 E 8.0 1.500 120 55.346 to 0.0 8.000 0.0 22 14.250 463.71 3.548 0.0 9.500 0.1156 1.098 Vel = 15.05 22 14.250 0.0 3.5 T 17.0 9.250 120 56.444 to 0.0 17.000 0.0 23 14.250 463.71 3.548 0.0 26.250 0.1155 3.033 Vel = 15.05 23 14.250 0.0 3.5 0.0 5.469 120 59.477 to 0.0 0.0 0.0 24 14.250 463.71 3.548 0.0 5.469 0.1156 0.632 Vel = 15.05 24 14.250 0.0 5 0.0 76.552 120 60.109 to 0.0 0.0 0.0 25 14.250 463.71 5.047 0.0 76.552 0.0208 1.590 Vel = 7.44 25 14.250 0.0 8 5E 90.0 68.916 120 61.699 to 0.0 90.000 0.614 26 12.833 463.71 7.981 0.0 158.916 0.0022 0.354 Vel = 2.97 26 12.833 0.0 8 2E 36.0 29.333 120 62.667 to 0.0 36.000 0.0 TRS 12.833 463.71 7.981 0.0 65.333 0.0022 0.145 Vel = 2.97 TRS 12.833 0.0 8 B 12.0 12.500 120 62.812 to S 45.0 57.000 4.692 BRS 2 463.71 7.981 0.0 69.500 0.0022 0.155 Vel = 2.97 BRS 2 0.0 8 T 35.0 2.000 120 67.659 to E 18.0 53.000 0.0 UG1 2 463.71 7.981 0.0 55.000 0.0022 0.123 Vel = 2.97 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 5 SHOPPES AT CARLSBAD Date 05/15/17 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG1 2 0.0 8 E 18.0 12.500 120 67.782 to 0.0 18.000 -4.692 UG2 12.833 463.71 7.981 0.0 30.500 0.0022 0.068 Vel = 2.97 UG2 12.833 0.0 8 2E 42.282 90.229 120 63.158 to 0.0 42.282 0.0 UG3 12.833 463.71 8.249 0.0 132.511 0.0019 0.252 Vel = 2.78 UG3 12.833 0.0 8 0.0 1.500 120 63.410 to 0.0 0.0 0.0 UG4 12.833 463.71 8.249 0.0 1.500 0.0013 0.002 Vel = 2.78 UG4 12.833 0.0 8 0.0 58.000 140 63.412 to 0.0 0.0 0.0 HOSE 12.833 463.71 8.27 0.0 58.000 0.0014 0.082 Vel = 2.77 HOSE 12.833 0.0 8 E 28.468 2.000 140 63.494 to 0.0 28.468 0.0 DC1 12.833 463.71 8.27 0.0 30.468 0.0014 0.043 Vel = 2.77 DC1 12.833 0.0 8 Zid 0.0 0.500 140 63.537 to 0.0 0.0 7.002 * Fixed Loss = 7.002 DC2 12.833 463.71 8.27 0.0 0.500 0.0020 0.001 Vel = 2.77 DC2 12.833 0.0 10 4E 98.439 15.833 150 70.540 to 0.0 98.439 0.0 CON 12.833 463.71 9.42 0.0 114.272 0.0007 0.075 Vel = 2.13 250.00 Qa = 250.00 CON 713.71 70.615 K Factor = 84.93 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security Page 6 SHOPPES AT CARLSBAD Date 05/15/17 Fitting Legend Abbrev. Name % % 1 11/4 11/2 2 21/2 3 31/ 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 Hc7ori- c2-U0 F.W. il..E. I - - Fire Protection by Computer Design VFS Fire & Security 501 W Southern Ave Orange CA., 92865 714-778-6070 Job Name SHOPPES AT CARLSBAD Building : PHASE II WEST Location : REMOTE AREA 3 (ROOM METHOD) System : SYSTEM 8 Contract : 163173 Data File : UPPER LEVEL WEST ROOM METHOD BULK MAIN .WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS Fire & Security SHOPPES AT CARLSBAD Page 1 Date 05/16/17 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation : 8.994 C2 - Residual Pressure: 37.8 D2 - System Flow : 214.992 C2 - Residual Flow : 6050 D2 - System Pressure : 61.149 Hose (Demand ) : 250 D3 - System Demand : 464.992 Safety Margin : 21.261 150 140 130 p120 R° E100 S90 S 80 U 70 R 60 D E 50 C2 40 -- ____ ____ ______ _____ _______ _________ __________ ________ ____________ __________ 30 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS Fire & Security Page 2 SHOPPES AT CARLSBAD Date 05/16/17 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CON 82.8 37.8 6050.0 82.409 464.99 61.149 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD1 33.6 5.6 21.56 26.0 200 33.6 5.4 23.14 26.0 K=K @ HD2 201 33.6 5.4 25.26 27.16 K=K @ HD2 202 33.6 5.4 23.27 26.07 K=K @ HD2 203 33.6 5.4 25.39 27.24 K=K @ HD2 204 33.6 5.4 23.62 26.27 K=K @ HD2 205 33.6 5.4 25.78 27.44 K=K @ HD2 206 33.6 5.4 24.61 26.81 K=K @ HD2 207 33.6 5.4 26.84 28.0 K=K @ HD2 210 33.6 27.07 211 33.6 27.22 212 33.6 27.63 213 33.6 28.77 99 33.6 37.3 101 33.6 39.12 102 33.6 39.65 103 33.6 42.0 104 33.6 42.93 105 33.6 43.22 106 12.833 52.45 107 12.833 52.83 108 12.833 52.91 TRS 12.833 52.95 BRS 2.0 57.68 UG1 2.0 57.71 UG2 12.833 53.03 UG3 12.833 53.09 UG4 12.833 53.09 HOSE 12.833 53.11 DC1 12.833 53.12 DC2 12.833 61.13 CON 12.833 61.15 250.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOb VFS Fire & Security Page 3 SHOPPES AT CARLSBAD Date 05/16/17 Node 1 Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pt/Ft Pf HD1 33.600 5.60 26.00 1 E 2.0 0.500 120 21.556 to T 5.0 7.000 0.0 HD2 33.600 26.0 1.049 0.0 7.500 0.2115 1.586 Vel= 9.65 0.0 HD2 26.00 23.142 K Factor = 5.40 200 33.600 5.4 26.00 1 0.0 10.000 120 23.142 K = K @ HD2 to 0.0 0.0 0.0 201 33.600 26.0 1.049 0.0 10.000 0.2114 2.114 Vet = 9.65 201 33.600 5.4 27.16 1.25 T 6.0 2.708 120 25.256 K = K @ HD2 to 0.0 6.000 0.0 210 33.600 53.16 1.38 0.0 8.708 0.2089 1.819 Vel= 11.40 0.0 210 53.16 27.075 KFactor= 10.22 202 33.600 5.4 26.07 1 0.0 10.000 120 23.269 K = K @ HD2 to 0.0 0.0 0.0 203 33.600 26.07 1.049 0.0 10.000 0.2125 2.125 Vet = 9.68 203 33.600 5.4 27.24 1.25 T 6.0 2.708 120 25.394 K = K @ HD2 to 0.0 6.000 0.0 211 33.600 53.31 1.38 0.0 8.708 0.2099 1.828 Vel = 11.44 0.0 211 53.31 27.222 K Factor = 10.22 204 33.600 5.4 26.27 1 0.0 10.000 120 23.624 K = K @ HD2 to 0.0 0.0 0.0 205 33.600 26.27 1.049 0.0 10.000 0.2156 2.156 Vel = 9.75 205 33.600 5.4 27.44 1.25 T 6.0 2.708 120 25.780 K = K @ HD2 to 0.0 6.000 0.0 212 33.600 53.71 1.38 0.0 8.708 0.2128 1.853 Vet = 11.52 0.0 212 53.71 27.633 K Factor= 10.22 206 33.600 5.4 26.81 1 0.0 10.000 120 24.605 K = K @ HD2 to 0.0 0.0 0.0 207 33.600 26.81 1.049 0.0 10.000 0.2238 2.238 Vel = 9.95 207 33.600 5.4 28.00 1.25 T 6.0 2.708 120 26.843 K = K @ HD2 to 0.0 6.000 0.0 213 33.600 54.81 1.38 0.0 8.708 0.2209 1.924 Vet = 11.76 0.0 213 54.81 28.767 KFactor= 10.22 210 33.600 53.16 2.5 0.0 12.000 120 27.075 to 0.0 0.0 0.0 211 33.600 53.16 2.469 0.0 12.000 0.0122 0.147 Vel = 3.56 211 33.600 53.31 2.5 0.0 9.250 120 27.222 to 0.0 0.0 0.0 212 33.600 106.47 2.469 0.0 9.250 0.0444 0.411 Vel= 7.13 212 33.600 53.71 2.5 0.0 12.000 120 27.633 to 0.0 0.0 0.0 213 33.600 160.18 2.469 0.0 12.000 0.0945 1.134 Vet = 10.73 213 33.600 54.81 2.5 0.0 52.333 120 28.767 to 0.0 0.0 0.0 99 33.600 214.99 2.469 0.0 52.333 0.1630 8.528 Vet = 14.41 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 4 SHOPPES AT CARLSBAD Date 05/16/17 Node 1 Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 99 33.600 0.0 3 0.0 32.208 120 37.295 to 0.0 0.0 0.0 101 33.600 214.99 3.068 0.0 32.208 0.0566 1.822 Vel = 9.33 101 33.600 0.0 3.5 0.0 18.948 120 39.117 to 0.0 0.0 0.0 102 33.600 214.99 3.548 0.0 18.948 0.0279 0.529 Vel = 6.98 102 33.600 0.0 3.5 2T 34.0 50.438 120 39.646 to 0.0 34.000 0.0 103 33.600 214.99 3.548 0.0 84.438 0.0279 2.353 Vel = 6.98 103 33.600 0.0 4 2T 40.0 22.000 120 41.999 to 0.0 40.000 0.0 104 33.600 214.99 4.026 0.0 62.000 0.0151 0.934 Vel = 5.42 104 33.600 0.0 5 3E 36.0 21.666 120 42.933 to 0.0 36.000 0.0 105 33.600 214.99 5.047 0.0 57.666 0.0050 0.289 Vel = 3.45 105 33.600 0.0 5 T 25.0 20.767 120 43.222 to 0.0 25.000 8.994 106 12.833 214.99 5.047 0.0 45.767 0.0050 0.230 Vel = 3.45 106 12.833 0.0 5 0.0 76.552 120 52.446 to 0.0 0.0 0.0 107 12.833 214.99 5.047 0.0 76.552 0.0050 0.383 Vel = 3.45 107 12.833 0.0 8 5E 90.0 68.916 120 52.829 to 0.0 90.000 0.0 108 12.833 214.99 7.981 0.0 158.916 0.0005 0.086 Vel = 1.38 108 12.833 0.0 8 2E 36.0 29.333 120 52.915 to 0.0 36.000 0.0 TRS 12.833 214.99 7.981 0.0 65.333 0.0005 0.035 Vel = 1.38 TRS 12.833 0.0 8 B 12.0 12.500 120 52.950 to S 45.0 57.000 4.692 BRS 2 214.99 7.981 0.0 69.500 0.0005 0.037 Vel= 1.38 BRS 2 0.0 8 T 35.0 2.000 120 57.679 to E 18.0 53.000 0.0 UG1 2 214.99 7.981 0.0 55.000 0.0005 0.029 Vel = 1.38 UG1 2 0.0 8 E 18.0 12.500 120 57.708 to 0.0 18.000 -4.692 UG2 12.833 214.99 7.981 0.0 30.500 0.0006 0.017 Vel= 1.38 UG2 12.833 0.0 8 2E 42.282 90.229 120 53.033 to 0.0 42.282 0.0 UG3 12.833 214.99 8.249 0.0 132.511 0.0005 0.061 Vel = 1.29 UG3 12.833 0.0 8 0.0 1.500 120 53.094 to 0.0 0.0 0.0 UG4 12.833 214.99 8.249 0.0 1.500 0 0.0 Vel = 1.29 UG4 12.833 0.0 8 0.0 58.000 140 53.094 to 0.0 0.0 0.0 HOSE 12.833 214.99 8.27 0.0 58.000 0.0003 0.020 Vel = 1.28 HOSE 12.833 0.0 8 E 28.468 2.000 140 53.114 to 0.0 28.468 0.0 DCI 12.833 214.99 8.27 0.0 30.468 0.0003 0.010 Vel = 1.28 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams VFS Fire & Security Page 5 SHOPPES AT CARLSBAD Date 05/16/17 Nodel Etevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DC1 12.833 0.0 8 Zid 0.0 0.500 140 53.124 to 0.0 0.0 8.006 * Fixed Loss = 8.006 DC2 12.833 214.99 8.27 0.0 0.500 0.0020 0.001 Vet = 1.28 DC2 12.833 0.0 10 4E 98.439 15.833 150 61.131 to 0.0 98.439 0.0 CON 12.833 214.99 9.42 0.0 114.272 0.0002 0.018 Vet = 0.99 250.00 Qa = 250.00 CON 464.99 61.149 KFactor= 59.46 Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used Summary VFS Fire & Security SHOPPES AT CARLSBAD Page 6 Date 05/16/17 Fitting Legend Abbrev. Name '/2 ~ 1 11/4 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B N FPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow Unit Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 INDEX 1. Pipe Mc Wane - Ductile Iron Pipe Vinyltech - Awwa C900-07 South Bay Foundry - DI Pipe 2. Fittings Sigma - C153 DI Fittings Sigma - C11O Flanged Fittings Smith-Blair - Tapping Sleeves 3. Miscellaneous Zum-Wilkins - Model 350DA DCDA US Pipe - Gate Valve United Brass Works - Model 90 Wafer Check Valve Clow Valve Co - Hydrant Potter-Roemer - FDC Brooke - Traffic Valve Box Pacific Coast Bolt - Hex Bolt Pacific Coast Bolt - Gasket ffc2-0(1-021(1 VFS', FIRE & SECURITY SERVICES FIRE PROTECTION SYSTEMS EQUIPMENT SUBMITTAL BROCHURE FOR: SHOPPES AT CARLSBAD 2525 EL CAMINO ROAD. CARLSBAD, CA. 92008 VFS PROJECT NUMBER 163173 4 ML AMMbk Iva = MEOW McWANE DUCTILE IRON STRONG 1375 Magnolia Ave Corona, CA 92879 o 951-371-1440 f 801-377-0338 mcwaneductile.com January 29, 2015 Re: McWane Ductile Iron Pipe Rebranding To Whom It May Concern: We are pleased to announce that we will be renaming and rebranding our four ductile iron pipe divisions under one name: McWane Ductile. Historically, the McWane ductile iron pipe business has consisted of Atlantic States Cast Iron Pipe Company, Clow Water Systems, McWane Cast Iron Pipe Company and Pacific States Cast Iron Pipe Company ... all of which have been fully owned subsidiaries of McWane, Inc. for as many as 90 years Although these are all well-known names within their respective regions, we feel it is time to move forward under one brand for both our U.S. and international markets. All of our products, services and personnel will remain the same, and it will still be easy to identify at which facility any product is made. In order to make this change as smooth as possible we request that you replace all references to any of our current divisions named above with McWane Ductile in your specifications. We Hope to have this process complete by the first of the year. In the meantime please be aware that you may receive product marked under our historic names until we have turned our current inventory. Please contact your local sales representative with any requirements or questions that you may have. Best regards, Mike Dodge Vice President of Sales and Marketing Carolyn Lopez District Manager - Los Angeles - West 951-310-6444 cell carolyn .lopezmcwaneductile.com David Bridge Sales Representative - West 951-520-6416 cell d avid. bridQe(mcwaneductile.com EOVED :22 pm, 7/11/17 c -J D)a 3D Boltiess restrained joint systems • Multiple design options available from 3"-36" Fast and easy installation • 350 psi pressure rating • Independently tested I'D Mc NE IRON STRONG WA DUCTILE mcwaneductilecom SURE STOP® GASKET FOR TYTON® JOINT Size In. Rating psi Deflection Degrees 3 350 4 350 350 350 10 350 12 350 14 350 4 16 350 4 18 350 4 20 350 2.5 24 350 2.5 SURE STOP 350® GASKETS are SURE STOP 350® GASKETS available in sizes 3 in. -24 in., and are NSF 61 approved, UL listed, with a rating of 350 psi they will and FM approved. meet or exceed the capabilities of ductile iron pipe, valves, and fittings. FM Rating: 4 in.-6 in. = 250 psi l8in.-24 in. = 200 psi APPLICATION NOTES 1. For ductile iron applications utilizing TYTON® pipe, vales, and fittings made to AIM/VA specifications. 2. In cold weather assembly maintain the temperature of the gasket above 40° F. 3. The socket of the joint should be clean and free of debris or significant corrosion. 4. Gasket should be properly seated in the bell socket. 5. Keep the pipe and joint in alignment during assembly. If installed out of alignment, the gasket can be pushed out of position, creating the potential for leaks or failure. 6. If deflection is wanted in the joint, deflect before fully inserting the joint. 7. Some extension of the joint will occur when pressurized. To avoid this, the joint should be pulled out after assembly to 'set' the stainless steel teeth in the inserted pipe. 8. Once assembled, the joint can be disassembled using steel shims. 9. When cut pipe is used, the following steps are required: Ensure that the spigot end is properly beveled Mark the joint depth on the spigot so it is clear when the joint is fully inserted. Ensure that the pipe meets the required dimensional tolerances. 10. Do not reuse SURE STOP 35011 GASKETS, as they may have been damaged during any previous installation or during removal. 11. Do not use SURE STOP 350® GASKETS to conduct electricity through the pipe joint, as they could be damaged and fail. 12. Do not use SURE STOP 350® GASKETS in above ground applications. 13. Do not use SURE STOP 350® GASKETS with thick coating on the pipe exterior. 14. If SURE STOP 350® GASKETS are used in straight casings, you must pull the pipe through the casing. Do not push the pipe. FIELD CUT PIPE When pipe is cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end should be beveled about 1/4-inch at an angle of about 30 degrees (Figure 1). This can be quite easily done with a coarse file or a portable grinder. The operation removes any sharp, rough Figure I edges which otherwise might damage the gasket. When ductile iron pipe 14 in. and larger is to be Cut IS the field, the material should be ordered as 'GAUGED FULL LENGTH". Pipe that is gauged full length" is specially marked to avoid confusion. The ANSI/AWWA standard for ductile iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cutting should also be field gauged in the location of the Cut and found to be within the tolerances shown in Table 1. In the field, a mechanical joint gland can be used as a gauging device. JOINT DEFLECTION CHART IFX PUSH-ON JOINT PIPE Maximum Allowable Joint Deflection Pipe Size In. V-Maximum Joint Deflection in Degrees X Deflection in Inches 18 ft. Length Approximate Radius in ft of Curve Produced by Succession of Joints 18 ft Length 3 50 19 205 4 50 19 205 6 5° 19 205 8 5° 19 205 10 5° 19 205 12 5° 19 205 14 5° 19 205 16 5° 19 205 18 5° 19 205 20 5° 19 205 24 5° 19 205 30 5° 19 205 36 4° 15 260 MAXIMUM DEFLECTION FOR FULL LENGTH PIPE MECHANICAL JOINT PIPE Maximum Allowable Joint Deflection Pipe Size In. V-Maximum Joint Deflection in Degrees X Deflection in Inches 18 ft. Length Approximate Radius in ft of Curve Produced by Succession of Joints 18 ft. Length 6 7°-7' 27 145 8 5°-21' 20 195 10 5°-21' 20 195 12 5°-21' 20 195 14 3°-35' 13.5 285 16 3°-35' 13.5 285 18 3°-0' 11 340 20 3°-0' 1 11 1 340 9 - 1 450 TABLE 1: SUITABLE PIPE DIAMETERS FOR FIELD CUTS AND RESTRAINED JOINT FIELD FABRICATION Pipe Size In. Mm. Pipe Diameter In, Max. Pipe Diameter In. Mm. Pipe Circumference In. Max. Pipe Circumference In, 13 3.9 4.82 12-1/4 12-5/0 4 - - 4.74 4.86 14-29/32 15-9/32 - 6.84 6.96 21-1/2 21-7/8 J - - 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-11/16 35-1/16 1 12 13.14 13.26 41-9/32 41-21/32 14 15.22 15.35 47-13/16 48-7/32 16 17.32 17.45 54-13/32 54-13/16 1 18 19.42 19.55 61 61-13/32 20 21.52 21.65 67-19/32 68 24 25.72 25.85 80-13/16 81-7/32 38 31.94 32.08 100-11/32 100-25/32 36 38.24 . 38.38 _120-110 120-9/16,. Above table Based on ANSI/AWWA clsl/A21.51 Guidelines for Push-On Joints. I'D MCWANE mcwaneductile.com DUCTILE THE BACKHOE METHOD OF ASSEMBLY A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then be used to push the pipe until fully seated. A timber header should be used between the pipe and backhoe bucket to avoid damage to the pipe. TYTON® JOINT PIPE P G LENGTH Pipe Size In. I Pipe Thickness In. I Outside Diameter I *Dimensions In. From To __________ In. A B 3 .25 .40 3.96 5.80 3.00 - - .25 .41 4.80 7.10 3.15 - .25 .43 6.90 8.63 3.38 .25 .45 9.05 10.94 3.69 10 .26 .47 11.10 13.32 3.75 12 .28 .49 13.20 15.06 3.75 14 .28 .51 15.30 17.80 5.00 16 .30 .52 17.40 19.98 5.00 18 .31 .53 19.50 22.00 5.00 20 .33 .54 21.60 24.12 5.25 24 .33 .56 25.80 28.43 1 5.50 30 .34 .63 32.00 35.40 1 6.55 36 .38 .73 38.30 41.84 7.00 Nominal laying length is 18 ft. BALL AND SOCKET JOINT PIPE Pipe Size In. Thickness _ A Pipe O.D. B Retainer O.D. Full Length Weight- Lb.** Safe End Pull Lb. Class (*21.51) T As Shipped Under Water Full of Air Full of Water 6 55 .40 6.90 13.88 545 240 465 50,000 8 55 .42 9.05 16.63 770 240 655 70,000 10 55 44 11.10 19.13 1005 220 860 95,000 12 55 .46 13.20 22.00 1270 155 1 1080 120,000 14 56 .51 15.30 24.50 1655 160 1410 145,000 16 56 .52 17.40 27.00 1990 45 1685 165,000 18 56 .53 19.50 30.00 2375 -70 2015 195,000 58* - .59 2560 110 2170 20 56 .54 21.60 32.75 2810 -200 2375 210,000 59* - 63 3110 100 2635 24 56 .56 25.80 38.25 3700 -620 3110 260,000 62* - 4415 95 3715 30 58 .71 32.00 46.25 5855 -900 4920 335,000 61* - .83 6435 -180 5360 36 57 .78 38.30 54.25 8145 -1300 6880 400,000 59* - .88. 8125 -725 .7330 Thickness required to overcome buoyancy. Weights listed are for 18-0" laying lengths. Nominal full lengths vary by size. Pipe, Bell, Ball and Retainer are ductile iron. Dimensions and weights are subject to manufacturing tolerances. 6 in. -24 in. pressure rating: 350 psi 30 in. -36 in. pressure rating: 250 psi MECHANICAL JOINT PIPE Ir.r;1. r-"-", :-NOMINAL LAYING ILENGTH - Pipe Size In. Pipe Thickness In. Outside Diamete *Dimensions In. Bolts Bell Weight Lb. Gland** Bolts Gasket Weight Lb. - From - To In. - B - J - K1 - K2 - No. Size In. Lenth In. 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 5/8 3 11 7 4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 3/4 3-1/2 16 10 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3/4 3-1/2 18 16 8 .27 .45 9.05 2.50 111.75113.31 13.37 6 3/4 4 24 25 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 314 4 31 30 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40 14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 314 4-112 61 45 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 4-1/2 74 55 18 35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4-1/2 85 65 20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 4-1/2 98 85 24 .38 1 .56 1 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105 Nominal laying length is 18 ft. Weight shown for regular grey cast iron follower gland, corton bolts and rubber gasket. STANDARD DIMENSIONS AND WEIGHTS OF 3" THROUGH 36" PUSH-ON JOINT DUCTILE IRON PIPE Pipe Size In. Pressure Class psi Nominal Thickness In. * OD In. Wt. of Barrel Per Ft. Tyton* Joint _______ t Lb. wt. of Bell Lb Wt. Per Lgth.t Lb. Avg. Wt. Per FL* Lb. 3 350 025 3.96 8.90 7.00 185 9.20 4 350 0.25 4.80 10.90 9.00 225 11.30 6 350 025 6.90 16.00 11.00 300 16.60 8 350 0.25 9.05 21.10 17.00 395 22.00 10 350 0.26 11.10 21.10 24.00 510 28.40 12 350 0.28 13.20 34.80 29.00 655 36.40 14 250 0.28 15.30 40.40 45.00 770 4290 300 1 0.30 15.30 43.30 45.00 1 825 45.80 350 0.31 15.30 44.10 45.00 850 4720 250 0.30 17.40 49.30 54.00 940 52.30 16 300 0.32 17.40 52.50 54.00 1000 55.50 350 0.34 17.40 55.80 54.00 1060 58.80 250 0.31 19.50 57.20 59.00 1090 60.50 18 300 0.34 19.50 62.60 5900 1185 65.90 350 0.36 19.50 66.20 59.00 1250 69.50 20 250 0.33 21.60 67.50 74.00 1290 71.60 300 0.36 21.60 73.50 74.00 1395 77.60 350 0.38 21.60 77.50 74.00 1470 81.60 200 0.33 25.80 80.80 95.00 1550 86.10 250 0.37 . 0.40 25.80 90.50 95.00 1725 95.80 24 300 25.80 97.70 95.00 1855 103.00 350 0.43 25.80 104.90 95.00 1985 110.20 150 0.34 32.00 103.50 139.00 2000 111.20 200 0.38 32.00 115.50 139.00 2220 123.20 30** 250 0.42 32.00 127.50 139.00 2435 135.20 300 0.45 32.00 136.50 139.00 2595 144.20 350 0.49 32.00 148.40 139.00 2810 156.10 150 0.38 38.30 138.50 184.00 2675 148.70 36 200 0.42 38.30 152.90 184.00 2935 163.10 250 0.47 38.30 170.90 184.00 3260 181.10 300 0.51 38.30 185.30 184.00 3520 195.50 350 ., 0.56 38.30 . . 203.20 . 184.00 3840 213.40 t Including bell; calculated weight of pipe rounded off to the nearest 5 lb. 1 Including bell; average weight per foot, based on calculated weight of pipe before rounding. Tolerances of 00 of spigot end: 3-12 in. = +0.06 in. & -0.06 in.; 14-24 in. = +0.05 in. & -0.08 in.; 30-36 in. = +0.08 in. & -0.06 in. Fastite® Joint - TR FLEX® RESTRAINED JOINT PIPE Pipe Size In. *Pressure Rating psi A B C # of D.I. Locking Segments #of Rubber Retainers Max Deflection Degrees Pullout In. PIPE In. - In. 4 350 480 725 4.84 2 1 5 0.03 6 350 6.90 9.52 5.27 2 1 5 0.04 8 350 9.05 11.93 5.82 2 1 5 0.04 i 10 350 11.10 14.37 6.03 2 1 5 0.05 1 12 350 13.20 16.68 6.30 4 2 5 0.06 14 350 15.30 19.16 7.75 4 2 3-1/4 0.05 16 350 17.40 1 21.48 7.95 4 2 3-1/4 0.05 J 18 350 1950 2376 89 4 2 3 0.05 20 350 21.60 26.04 8.40 4 2 2-1/2 0.05 24 350 25.80 30.61 8.86 8 4 2-1/4 0.05 I 30 250 3200 3688 1 1028 8 4 1-3/4 1 0.05 36 250 38.30 43.85 1 10.87 8 4 1-1/2 1 0.05 The TR FLEX® Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 4 in. through 24 in. and 250 psi for 30 in. through 36 in. NOTE: These deflections are based on joints with nominal dimensions. SUPER-LOCK® RESTRAINED JOINT PIPE TYTONO JOINT PIPE Sizes 6"-24" FASTITP JOINT PIPE 30" Size 'w Y47 'I. Pipe Size In. *Pressure Rating psi Deflection A B Degrees Inches in left Pipe O.D. Retainer O.D. 6 350 4 15 6.90 11.75 8 350 4 15 9.05 14.38 10 350 4 15 11.10 16.75 12 350 4 15 13.20 19.13 14 350 3 1 11 15.30 21.75 16 350 3 11 17.40 24.00 18 350 3 11 19.50 26.38 20 350 3 11 21.60 28.63 24 350 3 11 25.80 33.75 30 250 3 11 32.00 40.13 In the 14 in. and larger sizes, pressure rating is limited to the rating of the pipe barrel thickness selected. Dimensions subject to manufacturing tolerances. THRUSTLOCKTM BOITLESS RESTRAINED JOINT PIPE IJfl1RestrainedtPtiii Pipe Size In. *pressure Rating psi Deflection A B C Degrees Inches in left Pipe O.D. Bell O.D. Spigot Socket 6 350 4 15 6.90 10.187 5.01 8 350 4 15 9.05 13.187 5.57 10 350 4 15 11.10 15.187 5.88 12 350 4 15 13.20 17.250 6.13 14 350 4 15 15.30 20.625 7.63 16 350 4 15 17.40 22.375 7.88 18 350 1 4 15 19.50 25.125 8.13 20 350 4 15 21.60 27.250 8.38 24 350 1 4 - 15 25.80 31.562 8.63 30 250 2 7 32.00 39.06 10.53 The THRUST-LOCK Restrained Joint has a working pressure rating equivalent to the working pressure rating of the parent pipe with a maximum working pressure rating of 350 psi for 6 in. through 24 in. and 250 psi for 30 in. NOTE: These deflections are based on joints with nominal dimensions. RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER Pipe Size In. *pressure Rating psi Nominal Thickness In. Laying Conditions Type 1 Trench Type 2 Trench Type 3 I Trench Type 4 I Trench Type Trench Maximum depth of cover 1-ft 3 350 0.25 78 88 99 1005 1005 4 350 0.25 53 61 69 85 1005 1 6 350 0.25 26 31 37 47 65 8 350 0.25 16 20 25 34 50 10 350 0.26 11®® 15 19 28 45 12 350 0.28 10** 15 19 1 28 44 250 0.28 if 11® 15 23 36 14 300 0.30 tt 13 17 26 42 350 0.31 tt 14 19 27 44 250 0.30 tt 11**15 24 34 16 300 0.32 tt 13 17 26 39 350 0.34 tt 15 20 1 28 44 250 0.31 tt 10® 14 22 31 18 300 0.34 tt 13 17 26 36 350 0.36 if 15 19 28 41 250 0.33 tt 10 14 22 30 20 300 0.36 tt 13 17 26 35 350 0.38 tt 15 19 28 38 200 0.33 tt 8** 12 17 25 250 0.37 if 11 15 20 29 24 300 0.40 if 13 17 24 32 350 0.43 tt 15 19 28 31 150 0.34 ti -- 9 14 22 30 200 0.38 ti 8® 12 16 24 250 0.42 ti 11 15 19 27 300 0.45 tt 12 16 21 29 350 0.49 tt 15 19 25 33 150 0.38 if -- 9 14 21 200 0.42 it 8** 12 15 23 36 - 250 0.47 it 10 14 18 25 300 0.51 if 12 16 20 28 350 0.56 it 15 . 19 24 32 t An allowance for a single H-20 truck with 1.5 impact factor is included for all depths of cover. Calculated maximum depth of cover exceeds 100 ft. (30.5 m). **Minimum allowable depth of cover is 3 ft. (0.9 m(. if For pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying conditions other than Type 1. NOTE: Per ANSI/AWWA C1 50/A21.50 the thicknesses above include the 0.08 in. service allowance and the casting tolerance listed below by size ranges: CASTING SIZE TOLERANCES (Inches) (Inches) 3-8 -70-65-- 10-12 -0.06 14-36 -0.07 TYTON® AND FASTITE® PUSH-ON JOINTS ASSEMBLY INSTRUCTIONS Step 1. Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint Clean the spigot or beveled plain end and remove any sharp edges with a standard file. Step 2. After making sure that the Correct gasket is being used, insert it into the recess in the bell with the small end of the gasket facing the bell face. Step 3. Apply lubricant to the inside surface of the gasket, making sure that the entire surface is coated. Apply a generous coating of lubricant to the beveled portion of the plain end. Step 4. Guide the plain end into the bell and, while maintaining straight alignment, push the plain end into the bell socket Once the joint is assembled, necessary deflection can be accomplished. When assembly is complete, the bell face should be aligned between the two white depth rings, for Tyton® Joints. Fastite® Joints have only 1 assembly stripe. MECHANICAL JOINT ASSEMBLY INSTRUCTIONS Step 1. Clean the bell socket and spigot or plain end. Lubricate both the gasket and plain end by brushing an approved pipe lubricant. Step 2. Place the gland on the plain end with the lip extension toward the plain end. Place the gasket on the plain end with the narrow edge facing the plain end. Step 3. Insert the plain end into the bell and press the gasket into the bell recess. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket Step 4. Insert and tighten the bolts. It is important to maintain the same distance between the gland and the bell face at all times. This is best done by alternating side to side and top to bottom, while tightening the bolts. Note: Achieving the recommended bolt torque, particularly with large diameter pipe, may require repeating the process up to 5 times or more. Recommended bolt torque ranges are as follows: Pipe Size In. Bolt Diameter In. Nut Across Flats In. Wrench Length In. Torque Range Foot Lbs. 3 5/8 1-1/16 8 45t060 4-24 3/4 1-1/14 10 75t090 NOMINAL THICKNESS FOR STANDARD PRESSURE CLASSES OF DUCTILE IRON PIPE Size In. Outside Diameter In. Pressure Class* 150 I 200 I 250 I 300 I 350 Normal Thickness - in. 3.96 - - - - 0.25® i 4.80 - - - - 0.25** 690 - - - - 025** 9.05 - - - - 0.25®® 10 11.10 - - - - 0.26 12 13.20 - - - - 0.28 14 1530 - - 028 030 0.31 16 17.40 - - 0.30 0.32 0.34 18 19.5 - - 0.31 0.34 0.36 20 21.60 - - 0.33 0.36 0.38 24 25.80 - 0.33 0.37 0.40 - 0.43 30 32.00 0.34 0.38 0.42 0.45 0.49 36 38.30 1 0.38 0.42 0.47 0.51,. 0.56 *Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. Calculated thicknesses for these sizes and pressure ratings are less than those shown above. Presently, these are the lowest nominal thicknesses available in these sizes. TR FLEX® RESTRAINED JOINT ASSEMBLY INSTRUCTIONS Step 1. (4"- 10") Lay pipe such that one of the bell slots is accessible. (12"-20") Lay pipe such that both of the bell slots are accessible, in the horizontal position if possible. (24"-36") Lay pipe such that all four of the bell slots are accessible, in the diagonal position if possible. Step 2. Clean the bell socket and insert gasket Step 3. Clean the spigot end to the assembly stripes. Step 4, Lubricate the exposed surface of the gasket and pipe spigot end back to the weld bead. Steps. Make a normal push-on joint assembly, completely homing the pipe until the first assembly strip is in the bell socket. Keeping the joint in straight alignment during the assembly process. Step 6. (4-10") Insert the right-hand locking segment into a bell slot and slide the segment clockwise around the pipe. (12"-36") Insert lower locking segment into a bell slot and slide the segment around the pipe. Step 7, (4"- 10") Insert left-hand locking segment into the bell slot and slide the segment counter- clockwise around the pipe. (12"-36") Insert upper locking segment into the same bell slot and rotate around the pipe. Step 8. (4"- 10") Hold the segments apart and wedge the rubber retainer into the slot between the two locking segments. 02"- 36") Hold the upper segment in place and wedge the rubber retainer into the slot between the two locking segments. Step 9. (4"- 10") None. (12"-20") Repeat steps 6-8 for other slot Make sure that all 4 locking segments and 2 rubber retainers are securely in place. )24"-36") Repeat steps 6-8 for other slot. Make sure that all 8 locking segments and 4 rubber retainers are securely in place. Step 10. Extend the joint to remove the slack in the locking segment cavity. Joint extension is necessary to attain the marked laying length on the pipe and to minimize growth or extension of the line as it is pressurized. Step 11. Set the joint deflection as required THRUSTLDCKrM RESTRAINED JOINT ASSEMBLY INSTRUCTIONS Step 1. Ring Installation. Put lock ring on the spigot end of the pipe. Pry the lock ring over the weldment. Use the hammerto tap the cover. Lock ring installation is complete. Step 2. Clean the Bell and Spigot Thoroughly clean out the bell with special attention to the gasket recess. Remove any foreign material or excess paint. Clean the spigot end and remove any sharp edges. Step 3. Insert the gasket into the recess in the bell with the small end of the gasket facing the bell face. Step 4. Lubricate the Bell and Spigot. Apply lubricant to the inside surface of the gasket. Apply a generous coating of lubricant to the spigot end. Steps. Insert Pipe. Guide the spigot end into the bell and, while maintaining straight alignment, push the pipe into the bell socket. Step 6. Insert Lock Ring. Posh lock ring into the bell. Step 7. Rotate the lock ring until the lugs align. Use a hammer to tap the ring if required. Install the anti-rotation wedges at3 and 9 o'clock if the pipe is being used inside of a casing. Deflect the joint if desired. SUPER-LOCK® ASSEMBLY INSTRUCTIONS Step 1. Remove hook bolts securing retainerto plain end. Clean plain end of pipe. Clean out any dirt behind retainer lugs. Lubricant should be applied to the beveled nose. Step 2. Assemble the joint in accordance with Clow Assembly Instructions (See Table A on page 13). Make certain that the bell is clean prior to gasket insertion. Be sure that the correct gasket is used. Step 3. Guide plain and into Super-Lock® bell and provide reasonably straight alignment. "Make" joint by pushing the plain end into the bell. A jack or come-a-long may also be used to pull the plain end into the bell. Position retainer so that the recesses line up with the lugs on the bell. Slide retainer over bell and rotate until the lugs on the bell and the retainer line up. Step 4. At drilled hole on retainer 0.0., insert retainer lock in recess formed by lugs on bell and retainer. Insert roll pin in drilled hole and drive flush with retainer O.D. Steps. Take any necessary deflection after joint is completely assembled. Caution: do not over deflect the joint beyond the maximum deflection column specified on page 2 or subject the joint to bending stress to obtain additional deflection. LAYING CONDITIONS U- _ype 1 Flat-bottom treoch.t Loose backfill. ype4 Pipe bedded in sand, gravel, or crushed stone to depth of 1/8 pipe ciameter, 4 in. (100 mm) minimum. Backfill compacted to top of pipe. (Appro)imately 85 percent Standard Proctor, A.ASHTO T-99.) Type 2 Pat-bottom trench.t Backfill lightly consolidated to centerline of pipe. 1'vpe 5 P'pe bedded in compacted g'anular material to centerline or pipe. Compacted granular or select material--+ to top of pipe. Approximately 90 percent Standard Proctor, AASHTO T-99.) Type 3 Pipe bedded in 4 in. (100 mm) minimum of loose soil.-v Backfill lightly consolidated to top of pipe. For 14 in. (355-mm) and larger pipe, consideration should be given to the use of laying conditions other than Type 1. t "Flat-bottom" is defined as undisturbed earth. ++"Loose Soil" or "select material" is defined as native soil excavated from the trench, free of rocks, foreign materials, and frozen earth. Ile, WN 4141 wo, woono'somm, Notes: Consideration of the pipe-zone embedrrent conditions included in this figure may be influenced by factors other than pipe strength. For additional information on pipe bedding and backfill, see ANSI/AWWA C600, American Association of State Highway and Transportation Officials, 444 N. Capitol St. N,W,, Suite 225, Washington, DC 20001. STANDARDS APPLICABLE TO DUCTILE IRON PIPE AND FITTINGS THICKNESS DESIGN OF DUCTILE IRON PIPE - ANSI/AWWA C150/A21,50 DUCTILE IRON PIPE FOR WATER AND OTHER UQUIDS ANSI/AWWA C151/A21.51 DUCTILE IRON PIPE FOR GRAVITY FLOW SERVICE DUCTILE IRON FITTINGS FOR WATER AND OTHER UQUIDS 3 in. through 36 in. DUCTILE MON COMPACT FIllINGS 3 in. through 24 in. FLANGED FITTINGS DUCflLE IRON PIPE WITh THREADED FLANGES COATINGS AND LININGS Asphaltic Cement Lining Various Epoxy Linings and Coatings Exterior Polyethylene Encasement JOINTS - PIPE AND FrrnNGs Push-On and Mechanical Rubber-Gasket Joints Ranged Grooved and Shouldered PIPE THREADS [INSTALLATION FEDERAL WWP421 D, Grade C ANSI/ASTM A746 ANSI/AWWA C110/A21.10 ANSI/AWWA C153/A21.53 ANSI/AWWA C11D/A21.1O ANSI B16.1 ANSI/AWWA C115121.15 ANSI/AWWA C151/A21.51 ANSI/AWWA C110/A21.10 ANSI/AWWA C153/A21.53 ANSI/AWWA C104/A21.4 MANUFACTURER'S STANDARD ANSI/AVUWA C105/A21.5 ANSI/AWWA C111/A21.11 FEDERAL WWP421D ANSI/AWWA C115/A21.15 ANSI B16.1 ANSI/AWWA C606 ANSI B2.1 ANSVAWWA C600 IRON STRONG McWANE I DUCTILE NEW JERSEY OHIO 183 Sitgreaves St. 2266 S. 6th St. Phillipsburg, NJ 08865 Coshocton, OH 43812 008-454-1181 140-622-6651 ncwaneductile.com mcwaneductile.com (010 Canada Pipe Company ULC UTAH CANADA 1401 E 2000 S. 1751 Burlington St Provo, UT 84803 Hamilton, ON L8N-305 851-313-6910 955-547-3251 mcwaneductile.com canadapipe.com NSF 61 1 49 - ISO 9001 ujp* DIPRA ? Ocertitivxi EF DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF PUSH-ON DUCTILE IRON PIPE Pipe Size In, - Thickness Class Nominal - Thickness In. 00 In - WI. of Bard Per Ft t Tyton® Joint WI. of Bell Lb. Wt Per Lgth.t th. Avg. M. Per FU Lb. 13 - 52 028 396 9.9 185 103 _3 - 54 034 113 - - - 220 12.2 56 040 396 133 - - - 255 14i _4 _4 - 51 026 480 11.3 - - 210 112 4 - 52 029 480 12,6 - - 235 13,1 - 4 - 53 032 480 13.8 - - 255 143 4 - 54 035 480 15 280 153 - - 56 041 480 173 320 17.8 - - - - 50 025 890 16 jj 300 16,6 - - 51 028 690 173 11 330 18.4 52 031 690 193 11 365 20.2 - - 53 034 690 21,4 11 395 223 6_ - - 54 (137 j, 232 11 430 23.3 - - 55 0.40 690 25 H 460 25.5 - - 56 0.43 Q 263 11 490 273 - - 50 0.27 905 22.3 jj_ 425 23.7 - - 51 0.30 9.05 252 17 470 26.1 52 0.33 905 27.7 515 28.6 - - 53 036 j 30.1 .J,L_. 560 31.0 - - 54 039 905 32.5 17 600 33.4 55 042 905 343 17 645 35,7 56 045 905 37.2 17 685 38.1 JL 50 029 11,1_0 1 30.1 24 565 31 10 51 032 11.10 33.2 24 620 34.5 JL 52 035 11j0 36.2 _j,4 675 37.5 10 53 53 038 1110 39.2 24 730 40.5 ,.1. 54 041 1110 42.1 24 780 43.4 10 55 044 IILO 45.1 24 835 46.4 10 56 0.47 11.10 46 24 890 49.3 12 50 031 13.20 38.4 29 720 40.0 JL 51 034 1120 1 42 29 785 43.6 12 52 0,37 12.20 45.6 29 850 47.2 12 53 0.40 12.20 492 29 915 50.3 12 54 0.43 13.20 52.3 29 980 54.4 12 55 0.46 13.20 56.3 1 29 1040 57,9 12 56 0.49 13.20 59.9 29 1105 61.5 14 50 033 1530 475 _j_ 900 50.0 14 51 036 15.30 51.7 45 975 54.2 14 52 039 15.30 1 55.3 _j_ 1050 58.4 14 53 . 0.42 15.30 60.1 45 1125 62.3 14 54 0.45 1530 64.2 45 1200 66.7 14 55 0.48 15.30 68.4 45 1275 1 70.3 14 56 051 15.30 723 45 1350 1 75.3 16 50 034 17.40 55.3 54 1060 58.3 16 51 037 11.40 60.3 54 1145 633 16 52 0.40 17.40 65.4 54 1230 68.4 16 53 53 043 17.40 1 70.1 54 1315 73.1 16 54 046 17.40 74.3 54 1400 77.3 16 55 049 11.40 79,7 54 1490 82.7 16 56 052 17.40 84.4 54 1575 87.4 ,.18 50 035 19.50 64.4 59 1 1220 673 18 51 038 19.50 69.3 59 1315 73.1 18 . 52 041 19.50 752 _59 1415 78.5 18 53 044 19.50 80.3 59 1510 83.3 ,.,1, 54 047 19.50 I 86 59 1605 893 18 55 050 19.50 91.3 59 1700 943 18 56 053 19.50 96.7 59 1800 1000 20 50 0.36 21.60 73.5 74 1395 77.5 20 51 039 2160 79.5 74 1505 83.6 20 52 042 21.60 85.5 74 1615 893 ..20. 53 045 1. 91.5 74 1720 95.6 20 54 048 21. 97.5 74 1830 101.6 20 55 051 21 . 1034 74 1935 1075 20 56 054 21. 1093 74 2040 1134 ,,.24. 50 038 923 1 ,_. 1765 982 24 51 041 2!.80 1001 95 1895 105.4 24 52 044 2!.80 1013 95 2025 112.6 24 53 047 25.80 1144 95 2155 1 119.7 24 54 0.50 25 121.6 95 2385 1263 24 55 0.53 K.80 1288 95 2415 1341 24 56 056 2510 1 135.9 95 2540 1412 30 50 039 321.00 1185 139 2270 1262 30 51 0A3 32. 130.5 139 2490 138.2 30 52 047 32 1425 1 139 2705 1502 30 53 051 3200 1544 1,j_ 2920 1621 30 54 055 32.00 1663 139 3130 1 1740 30 55 059 31,00 178,2 139 3345 1 1959. 30 56 063 311.00 190.0 139 3560 1977 36 50 1143 3830 150.5 184 3000 1667 36 51 1148 38.30 174.5 184 3325 1847 36 52 1153 38.30 192.4 184 3645 2026 36 53 058 38.30,21C.3 184 3970 2205 136 1 54 1163 38.321 223.1 1 j_, 4290 2383 36 55 0.68 3 245.9 184 4610 256.1 L36... .. 0.73_ .... 38.30 1...267 184 4930 2739 tlncluding bell; calculated wvight of pipe ounded sifts :he neareut 5 lb. *Including bell; average weiglt perfoot, kased on calcuated weight of pipe before rounding. Tolerances of OD of spigoteid; 3-12in. ±0.561n., 14-2-in. +0.05 in., -0.081n., 30-36 in. +0.081n., 405 in. < > (NSF APPROVED ®Underwriters LaboratorIes Inc.® LISTID Effective 02112 VINY16TECH AWWA C900-07 TECHNICAL DATA SUBMITTAL VINYLTECH vil PVC • PIPE CONFORMANCE These specifications designate the requirements for manufacturing and installing Vinyltech AWWA C900- 07 water pipe. AWWA C900-07 Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. Through 12 In. (1 00mm Through 300mm), for Water Transmission and Distribution AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D1784 - Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D3139 * Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F477 - Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM D2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading UNI-PUB-8 - Tapping Guide for AWWA C900 Pressure Pipe UNI-B-8 - Recommended Practice for the Direct Tap- ping of PVC Pressure Water Pipe (Nominal, Dameters 6-12 inch) PIPE COMPOUND The pipe shall be extruded from compounds meeting (PVC1120) the requirements of Cell Classification 12454, as defined in ASTM D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. The PVC shall also be listed by the National Sanitation Foundation (NSF) for use in potable water. PIPE Vinyltech pipe shall be manufactured accordance with AWWA C900-07. GASKET JOINT The gasket shall be reinforced with a steel band and meet the requirements of ASTM F477. Vinyltech pipe shall have an integral bell end with a locked-in factory installed gasket and shall meet the joint requirements of ASTM D3139. QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested. The pipe shall meet all ad- ditional test requirements as described in AWWA C900-07. Our full time quality assurance staff continually administers a rigid program of tests to maintain the production of the best pipe products available. INSTALLATION Recommended installation procedure of Vinyltech Corporation and the Uni-Bell PVC Pipe Association are outlined in AWWA C605, Under- ground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The Uni-Bell Handbook of PVC Pipe is also an invaluable re- source guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper proce- dures and equipment. Vinyltech recommends strict compliance with the requirements as speci- fied in UNI-13-8, UNI-PUB-8, and AWWA C605. ASSEMBLING THE PIPE Assembly of Vinyltech PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Remove any mud, sand, or other foreign matter from the belled and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lu- bricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyltech Brand Lubricant. Brace the bell to avoid disturbing the already installed joints. Align the pipe, insert the spigot into the bell and push. Do not insert past the entry mark line. MARKING The pipe shall be marked in accordance with AWWA 0900 as in the following example. Manufacturer's name and production codes Nominal size, dimension ratio number, and O.D. base (for example, 8" DR 18 CIS) Materials cell classification (PVC1120) AWWA pressure class (235 psi or 305 psi) and hydrostatic test pressure (T600, or T800) AWWA designation number (AWWA 0900-07) National Sanitalon Foundation (NSF-61) Underwriters Laboratories (UL) logo, third party certification. Production date and time code (VA131315B 48.34) FM Approvals (FM) logo, required FM pressure rating (150 or 200 psi), third party ceilification VINYLTECH ulin 11111111 pvc.rIpE 201 S. 61St Avenue Phoenix, AZ 85043 602 233-0071 602 272-4847 Fax www.vtpipe.com AN 01T[RTAIL comPANY VINYLTECH PVC • PIPE VINY16TECH AWWA C900-07 TECHNICAL DATA SUBMI'I7A16 • NOMINAL SIZE (IN) OUTER DIAMETER (IN) SIs DR 18UPRESSURE MINIMUM WALL (IN) CW I-1c LIFTS PER FEET PER TRUCK LIFT APPROXIMATE WEIGHT (LB/1 00) 4 (100) 4.800 0.267 16 1020 251.6 61 fl QO__. _033 16.. 440 5212 ] —9-050—,-0.,503—,-20 200_.90 10 (250) 11.100 0.617 12 240 1364.4 12 (300) 13.200 0.733 28 60-80 1935.8 _ C900 NOMINAL SIZE (IN) --(mm) I.. 14 OUTER DIAMETER (IN) PRESSURE MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/100) 4 (100) 4.800 0.343 16 1020 317.5 6 (150) 6.900 0.493 16 440 658.7 - 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 11.100 0.793 12 240 1722.3 12 (300) 13.200 0.943 28 60-80 2445.5 DROSS SECTIONAL VIEW SEALING POINTS THE BIEBER SEALING SYSTEM The Rieber system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Factory installed, locked-in gasket The pipe bell forms over the gasket, making a perfect fit Avoids the possibility of installing the wrong gasket Reduces installation problems The locked-in gasket eliminates gasket roll-out during joining The gasket is molded vs. extruded and spliced Works equally well under pressure or vacuum Three sealing points achieved vs. two LEAK-PROOF JOINTS "THE WORLDS BEST JOINT" ,INYLTEH VII 201 S. 61St Avenue - Phoenix, AZ 85043 AN O1TERTALL COMPANY 'VC-PIPE 602 233-0071 • 602 272-4847 Fax • www.vtpipe.com SECTION B-B 3--uI VA A1 ..i. i j'l : j-Im lLIiL1uIuTiLIJj WWW.SOUTHBAYFOUNDRY.COM PHONE: (619) 956-2780 FAX: (619) 956-2788 WATER WORKS - 2 BURY EL P.0.6 X 16 LR DUCTILE IRON APPRU By Brian at 7:2 IWT (LBS)J 125 we (%SECTION A-A GENERAL INFORMATION *MATERIAL IS MADE IN ACCORDANCE WITH AWWA STANDARDS C-153 *CEMENT LINED UNLESS OTHERWISE REQUIRED *CEMENT LINING CONFORMS TO AWWA SPECIFICATION C-104 *FLANGES AVAILABLE DRILLED: 6 HOLE, 7/8; 6 HOLE, 3/4; 8 HOLE, 7/8; OTHER AS REQUIRED 611 0 7'00,110 /\ MACHINED SURFACE \ <\\RKED AND "SBF" APPROVED B Y: TTL: AGENCY: DATE: 4 CUSTOM PIPE C COUPM co., ttC. Re: Submittal Information This will certify that all Ductile Iron pipe spools fabricated by Custom Pipe and Coupling are made to conform to, ANSI/A WWA C115/A21.15, C151/A21.51, C606 standards. Custom Pipe and Coupling is a member of the National Association of Pipe Fabricators. Custom Pipe & Coupling fabricates all Ductile Iron spools in Stanton, California and Phoenix, Arizona. Sincerely, Michael T. Litty Sales Manager Custom Pipe & Coupling 10560 Fern Avenue Stanton, Ca. Phone 714-761-8801 / Fax 714-761-3417 Material used in accordance with A WWA & ANSI standards Pipe Class 53 Ductile Iron per AWWA/ANSl C151 /A21.51 Manufactured by Griffin Pipe Products NSF 61 Listed Flanged Ductile Iron per A WWA/ANSI C115 / A21. 15 Grooved Rigid per A WWA C606 (Flex upon request only) Lining Cement per AWWA C104 Coating Bit Coated 10560 Fern Avenue Stanton, Ca. Phone 714-761-8804 / Fax 714-761-3417 L SIGMATM Quality - Service - Commitment - Delivered. 153 DUCTILE IRON PUSH-ON FITTIN BASIC SPECIFICATIONS J APPROVED By Brian at 9:13 pm, 5/26/17 SIZES: • 4" - 24" MATERIAL:/-- \ • Ductile Iron ASTM A536, Grade 65-45-12, 60-42-10 or 70-50-05. APRESSURE::; • 35ftP6I-WareTWtYrking-P.resure 4" - 24" I TES11NG: • In accordance with ANSI/AWWKt153/A21.53. In accordance with UL - FM requiremt. All fittings are hydrostatically tested in acrdance with SIGMA Quality Man- agement Standard. • All fittings are heat coded.to ensure traceability nd verification of metallur- gical pro da' perties in accornce with SIGMA Quality ""Management Standards. LAYING LENGTH: • Short body design - straight section ot body deleted to l-ovide a compact and lighter without reducing strength or flow characte?itics. \\ \. • In ac II ordance with ANSI/AWWA C153/421.53. I DEFLEiON: • Up to 5 degrees. in accordance with TYTON JOINT bell design CEMENTLINING • Double cement lined in accordance with ANSI/AWWA C104 4 COATING \ • Inter ojo.f.fittin)s seal coated (asphaltic material) in accdanc with ANSI AWWAC104/A14andNSF61approved Ex1rior of fitting is seat coated (asphaltic material) in acco(dance with ANSI! AWWA C153/A4 53 and NSF approved GASKETS • Dual hardnes, in accordance with ANSI/AWWA C111/A2i 11 ( JOINT: • TYTON JOl 1 push-on bell jointdesign, manufactured y0S1GMA under license from the 1nited States Pipe and Foundrymparir APPROVALS: • 4"-12" Factory Mutual Approved. STANDARDS: • Certified to NSF61 Standard including Annex G. ANSI/AWWA C153/A21.53 for Compact Ductile Iron Fittings 2"-64" for water and other liquids. INSTALLATION: • Per ANSI/AWWA C600 and Clii using DIP conforming to C150/C151 and PVC pipe conforming to C900/C905. 1 , "-z_)Lmij September 2015 SIGMA Corporation www sigmaco corn a 2" - 64" CAST IRON/DUCTILE IRON FLANGED FITTINGS APPROVED By Brian at 9:30 pm, 5/26/17 .1 SIGMATM Quality - Service - Commitment - Delivered. BASIC SPECIFICATIONS MATERIAL: Cast Iron: ASTM A48, Grade 25B (2" - 14")! Grade 30B (16" - 54") Ductile Iron ASTM A536 PRESSURE: 250 PSI Water Working Pressure for Cast Iron sizes 2" - 12" 250 PSI Water Working Pressure for Ductile Iron sizes 2" - 48" 150 PSI Water Working Pressure for Ductile Iron sizes 54" - 64" 150 PSI Water Working Pressure for Cast Iron sizes 14" - 54" TESTING: In accordance with ANSI ! AWWA Cli 0 ! A21.1 0 where applicable. Other items are in accordance with manufacturer's standards. 54" and above Flanged Fittings are manufactured as per AWWA Cl 53/A21.53 LAYING LENGTH: In accordance with ANSI /AWWA C1 10 /A21.10 where applicable. Other items are in accordance with manufacturer's standards. 54" and above Flanged Fittings are manufactured as per AWWA Cl 53/A21.53 CEMENT LINING: In accordance with ANSI !AWWA C104!A21.4 COATING: Tar coated (bituminous) inside in accordance with ANSI ! AWWA C104 / A21.04 Red Primer Outside. For special conditions, other types of coatings and linings are available. Please specify when ordering. APPROVALS: 2"-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: ANSI ! AWWA Cli 0 / A21 .10 Where applicable. Other items are in accordance with manufacturer's standards. 54" and above Flanged Fittings are manufactured as per AWWA Ci 53/A21.53 <*> 4 (Rf APPROVED Emew NE 662-663 Taping Sleeveb A SNSUS COMPANY APPROVED By Brian at 7:39 pm, 5/26/17 NSF® 61 Listed Qty. of Bolts Bolt Size Stainless Steel 662-663 Tapping Sleeve Specifications outlet Size Nominal Body Size A (in) B (in) C (in) D (in) E F (in) 4 4 15 51/2 51/16 43/16 8 5/8 4 6-14 15 51/2 5 1/16 1 4 3/4 8 5/8 4 16-18 15 5 51/16 43/4 8 5/8 4 20-24 20 5 51/16 43/4 15 5/8 6 6 15 51/2 71/16 65/16 8 5/8 6 8-14 15 51/2 71/16 63/4 8 5/8 6 16-18 15 5 71/16 1 63/4 8 5/8 6 20-24 20 5 7 1/16 6 3/4 15 5/8 8 8 20 51/2 91/16 83/8 10 5/8 8 10-14 20 51/2 91/16 83/4 10 5/8 8 16-18 20 5 9 1/16 83/4 14 5/8 8 20-24 25 5 9 1/16 1 83/4 24 5/8 10 10 25 51/2 11 3/32 101/4 16 5/8 10 12-14 25 51/2 11 3/32 103/4 16 5/8 10 16-18 25 5 11 3/32 103/4 16 5/8 10 20-24 25 5 11 3/32 1 103/4 24 5/8 12 1 12 25 51/2 133/32 121/4 16 5/8 12 14 25 1 51/2 133/32 123/4 16 1 5/8 12 16-18 25 5 133/32 123/4 16 5/8 12 20-24 25 5 133/32 123/4 24 5/8 Optional 316 Stainless Steel Material Specifications Body: Full circumference band. 18-8 type 304 Stainless Steel Flanges: AWWA C207 Class D, ANSI 150# drilling. Recessed for Tapping Valve Per MSS-SP 60. Fusion bonded Flexi-CoatTM epoxy coated carbon steel on 662. 18-8 type 304 stainless steel flange on 663. Gasket: Nitrile (Buna-N) NSF® 61 compounded to resist-- water, oil, acids, alkalies, most (aliphatic) hydrocarbon fluids and many chemicals. Temperatures up to 180°F. Bolts, Nuts & Washers: 18-8 type 304 stainless steel heavy hex nuts, stud bolts & washers. Nuts and studs are coated to prevent galling. Material Specifications are subject to change. Revised 7/04 9 APPROVED By Brian at 7:38 pm, 5/26/17 662-663 Tapping Sleevc.. cB A SNSUS COMPANY Standard Tapping Sleeve Sizes NSF5 61 Listed Nominal Size of Pipe x Flanged Outlet 0 D Range (inches) 662 CaCOII Flange Flex1..COat Epoxy Approx. 6613, Stainless Steel Flange Weight Each Pounds CatalogNumber Catalog Number 4 x 4 4.46-4.86 662-04800400-200 663-04800400-200 32 4 x 4 4.80-5.10 662-05000400-200 663-05000400-200 34 6 x 4 6.59-6 .99 662-06630400-000 663-06630400-000 38 6 x 6 662-06630600-200 663-06630600-200 42 6 x 4 6.84-7.30 6 x 6 662-06900400-000 663-06900400-000 38 662-06900600-200 663-06900600-200 42 6 x 'I 7.10-7.50 6 x 6 662-07200400-000 663-07200400-000 38 662-07200600-200 663-07200600-200 42 6 x 4 7.40-7.80 6 x 6 662-07450400-000 663-07450400-000 38 662-07450600-200 663-07450600-200 42 8 x 4 7.90-8.30 8 x 6 662-08000400-000 663-08000400-000 43 662-08000600-000 663-08000600-000 63 8 x 4 8.62-9.06 662-08630400-000 663-08630400-000 43 8 x 6 662-08630600-000 663-08630600-000 47 8 x 8 662-08630800-200 663-08630800-200 63 8 x 4 8.99-9.45 662-09050400-000 663-09050400-000 43 8 x 6 662-09050600-000 663-09050600-000 47 8 x 8 662-09050800-200 663-09050800-200 63 8 x 4 9.20-9.60 662-09450400-000 663-09450400-000 43 8 x 6 662-09450600-000 663-09450600-000 47 8 x 8 662-09450800-200 663-09450800-200 63 8 x 4 9.60-10.00 662-09650400-000 663-09650400-000 43 8 x 6 662-09650600-000 663-09650600-000 47 8 x 8 662-09650800-200 663-09650800-200 63 10 x 4 9.90-10.30 662-10000400-000 663-10000400-000 47 10 x 6 662-10000600-000 663-10000600-000 51 10 x 8 662-10000800-000 663-10000800-000 70 10 x 4 . 1073-1113 662-10750400-000 663-10750400-000 47 10x6 662-10750600-000 663-10750600-000 51 10 x 8 662-10750800-000 663-10750800-000 70 10 x 10 662-10751000-200 663-10751000-200 75 10x4 11.05-11.45 662-11100400-000 663-11100400-000 47 10x6 662-11100600-000 663-11100600-000 51 662-11100800-000 663-11100800-000 70 10 x 10 662-11101000-200 663-11101000-200 75 10 x 4 11.70-12.10 10 x 8 662-11750400-000 663-11750400-000 47 10 x 6 662-11750600-000 663-11750600-000 51 662-11750800-000 663-11750800-000 70 10 x 10 622-11751000-200 623-11751000-200 75 10 x 4 12.00-12.40 10 x 8 662-12000400-000 663-12000400-000 47 10 x 6 662-12000600-000 663-12000600-000 51 662-12000800-000 663-12000800-000 70 10 10 1 662-12001000-200 663-12001000-200 75 Revised 7/04 10 NSF/ANSI SIC Options (Suffixes can be combined) APPROVED U - with OS & Y gate valves E] L - less shut-off valves (flang I at 1:09 pm, 7/11/17 connections) LM - less water meter - with remote reading meter - with gallon meter (standard) LI CFM - with cu ft meter E CMM - with cu meter meter J G - with groove end gate valves fl FG - with flanged inlet gate connection and grooved outlet gate connection P1 - with Post Indicator Gate Valve (3"-10") Accessories D Repair kit (rubber only) O Thermal expansion tank (Model XT) O OS & Y Gate valve tamper switch (OSY-40) ZURN Model 3500A REVIEWED By Brian at 9:05 prn, 5126117 WILKINS Double Check Detector 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") CSA® Certified 1364.5 (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") NSF® Listed-Standard 61, Annex GA *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed 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 00.0 ______ ckD Dimensions & Weights (do not include pkg.) Attention: Model 350DA (flange body) and Model 350ADA (grooved body) have different lay lengths. MODEL DIMENSION _(approximate) WEIGHT 350DA SIZE In. I mm A In. mm B LESS GATE VALVES In. I mm C In. I mm 0 in. I mm OS&Y OPEN In. I mm E OS&Y CLOSED in. I mm F in. I mm WITHOUT GATES VALVES lbs. kg WITH OS&Y GATE VALVES lbs. I kg 21/2 65 31 787 8 403 3314 95 - - 229 318 416 13718 352 31/2 89 88 30.9 178 80,8 3 80 32 813 157/8 403 3314 95 9 229 8 479 8 397 31/2 89 68 30 198 90 4 100 375/8 956 191/2 495 41/2 114 9 229 223/4 578 18114 464 6 152 106 48 296 134.4 6 150 443/4 1137 232 597 52 140 10 '1/2 267 301/8 765 23314 603 7 178 180 81.7 480 2179 8 200 60314 1543 373/4 959 10 254 12 305 373/4 959 29114 743 81/2 216 374 170 850 385.9 W 250 633/4 19 373/4 959 W 254 12 305 453/4 1162 353/8 899 82 216 404 183 1222 554 12 300 1661/41 16831 38 1 965 1 10 12541 12 1 305 153118 1349 1 40 5/8 1 1032 87/8 226 463 210 1 16231 736.2 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. B Date: 12/13 Document No. BF-350DA Patent No. 5, 913, 331 Product No. Model 350DA Page 1 of 2 pROwc1'se VERTICAL INSTALLATION Flow Characteristics 0.0 15 'I) 0 —J U", 10 (o IL U) 5 UJ 0 MODEL 350DA2 112",3" & 4" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 411111111111111111 — .— — ' Rated Flow (established by approval agencies) 50.5 103 FU ) 800 157.7 103 F 0 —J 69 w—. 34U, a- n w 0 500 1000 FLOWRATES (GPM)1500 MODEL 350DA 10" & 12" (STANDARD & METRIC) FLOW RATES (us) 0.0 31.5 63.1 94.6 126.2 157.7 189.3 15 to 0 II1 0 500 1000 1500 2000 2500 3000 3500 4000 FLOW RATES (GPM) 2000 2500 220.8 252.4 283.9 103 0F 0 —J o w 4500 -- -- -- -- -- -- — -- -- -- -- -- — I, --- -- -- -- -- -- -- — — --- -- -- -- -- -- — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- _, -- -- -- -—====--_—_—_—_-- -- — -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 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 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 1 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 OUTDOOR INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 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 Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 Resilient wedge gate valve parts Catalog Part Description No. Material Material standard G-16 Bonnet Bolts & Nuts Stainless Steel Type 316 G-41 Stuffing Box Bolts & Nuts Stainless Steel Type 316 G-49 Stem 0-rings (3) EPDM G-200 Wrench Nut Cap Screw Stainless Steel Type 316 G-201 Stuffing Box Seal EPDM G-202 Wrench Nut Cast Iron ASTM A126 CL.B G-203 Stem Everdur ASTM B98 G-204 Hand Wheel (not shown) Cast Iron ASTM A126 CL.B G-205 Stem Nut Bronze ASTM B62 G-206 Guide Cap Bearings Celcon G-207 Stuffing Box with dirt seal Cant iron Rubber ASTM A126 CL.B -- G-208 Anti-friction Washers (2) Celcon G-209 Wedge, Rubber Encapsulation Cast Iron* EPDM ASTM A126 CL.B -- G210** Bonnet Ductile Iron ASTM A536 Grade 65-45-12 G-211** Bonnet 0-ring EPDM G212** I Body Ductile Iron I ASTM A536 Grade 65-45-12 C-12" A-USP2-E381 RESILIENT WEDGE GATE VALVES -SL. x FL. A-USP241Sli;-ont end (with gasket) x flange end APPROVED A-USP2-43 Slip-ont end (less gasket) x flange end Sizes-4", 6", 8', 10", 12" By Brian at 4:17pm, 7/24/17 Meets or exceeds all applicable requirements of ANSI/AWWA C509 Standard, UL Listed, FM Approved, and certified to ANSI/NSF 61. Slip-on ends fit plain end of classes 150, 200 and 250 cast iron, ductile iron and classes 150 and 200 cast iron O.D. PVC Range end dimensions and drilling comply with ANSI B16.1, class 125 L Iron body with nominal 10 mils MUELLER® Pro-Gard Epoxy Fusion Coated interior and exterior surfaces Q Epoxy coating meets or exceeds all applicable requirements of ANSIJAWWA C550 Standard and is certified to ANSI/NSF 61 LI Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron L Non-rising stem (NRS) Ll Triple 0-ring seal stuffing box (2 upper & 1 lower 0-rings), _fourth 0.-ring] [jjjgas lrt-sea C 2" square wrench nut (optional handwheel available) - open left or open right Ll 250 psig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure Ll UL Listed, FM Approved: 200 psig (1379 kPa) tDesign and dimensions of the joint are manufactured under license of U.S. Pipe and Foundry Company. A-USP2-41 Options Position indicators U Handwheel 11 * Fully encapsulated in molded rubber with no iron exposed 4"-12" A-USP2-E381 RESILIENT WEDGE GATE VALVE - SL. x FL. VP I- rr Dimensions Dimension* Nominal size _______ 4" 6" 8" 10" 12" A 14.19 18.00 21.50 25.50 28.62 Q (bore) 4.30 6.30 8.30 10.30 12.30 L 4.12 4.38 5.62 5.62 5.62 R 9.00 11.00 13.50 16.00 19.00 UU (bolt circle diameter for FL) 7.50 9.50 11.75 14.25 17.00 B (number and size of holes for FL) 8--.75 8--.88 8--.88 12-1.00 12-1.00 W (distance between strapping lug holes across face of valve ends) 8.62 10.62 13.12 16.38 18.12 FF 10.91 12.66 14.69 15.72 16.31 Turns to open 14 1 20.5 1 26.5 1 33 38.5 Weight* 90 1165 1260 1400 1565 *All dimensions are in inches. All weights are in pounds and are approximate. 2"-12" A-USP2-E381 RESILIENT WEDGE GATE VALVE - FL.xFL. Catalog number - A-USP2-6 flanged ends Sizes - 2", 2-1/2", 3", 4", 6", 8", 10", 12" Meets or exceeds all applicable requirements of ANSIIAWWA UL Listed, FM Approved, and certified to ANSI/NSF 61.t APPROVED Flanged end dimensions and drilling comply with ANSI B 16. 1, claL Brian t48 pm, 7/24/l7 I Iron body with nominal 10 mils MUELLER® Pro-Gard" Fusion Epoxy Coated interior and exterior surfaces Epoxy coating meets or exceeds all applicable requirements of ANSIIAWWA C550 Standard and is certified to ANSI/NSF 61 Iron wedge, symmetrical & fully encapsulated with molded rubber; no exposed iron Non-rising stem (NRS) C Triple 0-ring seal stuffing box (2 upper & 1 lower 0-rings), with fourth 0-ring serving as dirt seallt Handwheel (2" square wrench nut optional) - open left or open right 250 psig (1723 kPa) maximum working pressure, 500 psig (3447 kPa) static test pressure Ll 2-1/242" sizes — ULListed,FMApproved: 200 psig (l379kPa) I Approved for backflow prevention devices by USC (for 2-1/2" - 10" sizes) - ttDirt seal on 4 -12" valves A-USP2-6 Options U Position indicators Ll 2" square wrench nut I' Resilient wedge gate valve parts Catalog Part Description No. Material Material standard G-16 Bonnet Bolts & Nuts Stainless Steel Type 316 G-41 Stuffing Box Bolts & Nuts Stainless Steel Type 316 G-49 Stem 0-rings (3) EPDM G-200 Wrench Nut Cap Screw Stainless Steel Type 316 G-201 Stuffing Box Seal EPDM G-202 Wrench Nut Cast Iron ASTM A126 CL.B G-203 Stem Everdur ASTM B98 G-204 Hand Wheel (not shown) Cast Iron ASTM A126 CL.B G-205 Stem Nut Bronze ASTM B62 G-206 Guide Cap Bearings Celcon G-207 Stuffing Box with dirt seal Cast iron Rubber ASTM A126 CL.B -- G-208 Anti-friction Washers (2) Celcon G-209 Wedge, Rubber Encapsulation Cast Iron* EPDM ASTM A126 CL.B -- G210** Bonnet Ductile Iron ASTM A536 Grade 65-45-12 G211** Bonnet 0-ring EPDM G212** Body Ductile Iron ASTM A536 Grade 65-45-12 * Fully encapsulated in molded rubber with no iron exposed .. LMJ "Previous to 1999 these parts on 4-12" valves were designed with a gasket instead of an 0-ring and with additional bolts (2-3" sizes retain neoprene gasket design affecting these parts). Confirm the type of seal when ordering a replacement gasket or 0-ring. [flDirt seal on4"-12" valves] 2"-12" A-USP2-E381 RESILIENT WEDGE GATE VALVE - FL.xFL. Dimensions Dimension* Nominal size 2" 2-1/2" 3" 4" 6" 8" 10' 12" A 9.88 12.38 12.38 14.19 18.00 21.50 25.50 28.62 E 6.00 6.00 8.00 11.00 13.00 14.00 16.00 16.00 R 6.00 7.00 7.50 9.00 11.00 13.50 16.00 19.00 FF 7.00 7.50 8.00 9.00 10.50 11.50 13.00 14.00 Q (bore) 2.30 2.80 3.30 4.30 6.30 8.30 10.30 12.30 UU (bolt circle diameter) 4.75 5.50 6.00 7.50 9.50 11.75 14.25 17.00 B (number and size of holes) 4--.75 4--.75 4--.75 8--.75 8--.88 .88 12--1.00 12--1.00 Turns to open 8 11 11 14 20.5 E26.5 33 38.5 Weight* 137 71 73 96 154 250 400 1500 *All dimensions are in inches. All weights are in pounds and are approximate. & (Muellerco 1401 Mueller Avenue Chattanooga, TN 37406 (42$) 698-8811 office (42) 624-6784 fax VALVE & . HYDRANT DIVISION March 10, 2015 Re: US Pipe Resilient Wedge Gate Valves E FVED n at 4:18 m, 7/24/17 To Whom It May Concern: Effective January 1, 2006, the U.S. Pipe gate valve product line (2" - 48") was changed to the Mueller A2300 design. With the exception of the brand name (Mueller vs. U.S. Pipe), these valves are identical and all parts are interchangeable. All these valves are manufactured at Mueller's Chattanooga, TN plant. MUELLER CO. ya[IJ'Ii Amanda Owens Date Applications Engineer Mueller Company 1401 Mueller Ave. Chattanooga, TN 37406 aowens@muetlercompany.com (423) 495-1260 MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Body Ductile Iron 2 Seat Ring Assembly Bronze 3 Screw Stainless Steel 4 Seat Ring 0-Ring Buna-N 5 Face 0-Ring Buna-N 6 Pipe Plug Steel Size A B C D Ship Wt. (lbs) Qty. Per Ctn. 57~4.25 4.03 T 6.86 3.00 15.0 6" 3.75 6.06 8.50 4.50 19.0 1 8" 3.75 7.98 11.00 6.00 29.0 1 UNITED Bw&ss WoRKs, Iibic. 714 S. Main St., Randleman, NC 27317 FMJT " iSO'9oOi 800-334-3035 Fax 800-498-4696 www.ubw.com QCITEREDCO1PAHY Model 90 Wafer Check Valve Listed • FM Approved* *As anhiwater hammer check valve for fire pump service only! 250 WOG @ 180° Max 100% Pressure Tested Approved byNew York CityBoard of Standards & Appeals under Calendar No. 157-84-SA. The 4" size is provided with 1/2 " pipe plug in drain port as standard configuration. 2 A 12/29/04 000-01 2000 SERIES WET BARREL HYDRANT MATERIAL LIST CLOW VALVE COMPANY MODELS 2010, 2050, 2060, &2065 A 1 2 \ 5 6 /[ 15 "ilt© 14 I 13 12 11 10 V SECTION A-A B B PH 2004 14 13 12 ii 10 SECTION B-B ITEM DESCRIPTION MATERIAL ASTM SPEC. I Outlet Nozzle Cap Gray Iron or Plastic ASTM A126 Cl B I N/A 2 Outlet Nozzle Gasket(Gray Iron Only) Rubber Buna N 3 Hose Outlet Nozzle or Brass ASTM B584 C83600 Pumper Outlet Nozzle 4 Nozzle 0-Ring Rubber Buna N 5 Set Screw Steel N/A 6 Stem Brass ASTM B763 C99500 7 Body Brass ASTM B584 C83600 8 Stuffing Box 0-Ring Rubber Buna N 9 Stuffing Box Brass ASTM B584 C83600 10 Stuffing Box 0-Ring Rubber Buna N 11 Stem Nut Brass ASTM B584 C83600 12 Valve Carrier Brass ASTM B763 C99500 13 Valve Washer Rubber Urethane 14 Retaining Nut Brass ASTM B763 C99500 15 Chain Assembly Steel Zinc Plated 2000-03 I A 12/29/04 2000 SERIES WET BARREL HYDRANT GENERAL DIMENSIONS CLOW VALVE COMPANY MODELS 2060 & 2065 24 3/4" 27 5/8" 0 MODEL 20 1/2" 2060 —i F & 14 1/81 - /Drilled per customer specifications 0111/411 26 3/41 55 295w 21 5/8" E 1 14 1/8" VED 29Pm,5/26/1j - —'Drilled per customer specifications - _____ 0111/4" I R VIEWED PQTrER-RDEMER APPROVE By Britat 9:36 pm, 5/26/17 Cerritos, 11"rn Union, N J arian at 1: 13 ZJ.11 17 Call Potter-Roemer for current listings and approvals. Manta, Ge Dimensions are subject to manufacturers tolerance mithndiesnc Wood Dale, Illinois and change without notice. We assume no responsi- Firs Protection Pmdueta bility for use of superseded or void data EXPOSED FIRE DE PT. INLET CONNECTIONS-CLAPPER TYPE TWO-WAY WITH SINGLE CLAPPER REGULARLY FURNISHED: Cast brass two-way inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by Figure Number. Lettering as selected. Size 4" x 21/2"x 21/211. 14 qV Q± L1. I ._ . 0__~ Fig. 5710 ... Back Outlet UIL Listed FM Approved Fig. 5715 ... Angle Outlet U/L Listed FM Approved OPTIONAL FINISHES: - B Polished Brass El - C Rough Chrome Plated —0 Polished Chrome Plated LETTERING: AUTO. SPKR. STANDPIPE THREADS: NST O Other TWO-WAY WITH DOUBLE CLAPPERS REGULARLY FURNISHED: Cast brass two-way inlet body, drop clappers and pin lug swivels. Size and outlet as selected by Figure Number. Lettering as selected. C OPTIONAL FINISHES: 0—B Polished Brass 0 - C Rough Chrome Plated - D Polished Chrome Plated LETTERING: O AUTO. SPKR. STANDPIPE THREADS: NST O Other O Fig. 5720 Series Back Outlet Fig. 6730 Series 900 Angle Outlet - Oettet Approvals - • - Outlet Approvals SIze A Qfl!. III C D Angle Fig. Na. ® Listed < Appv'd Angle Fla. No. (j) Listed <8> 5721 Yes Yes 5731 Yes Yes 4x 21/2 x 2/ 71/ 111/2 81/2 111/4 5722 No No 5732 No No 1 6x21/2 X21/2 91/2 1 101/2 9 10/4 5723 No 5733 No Yes 4x 3 x 3 91/2 111/2 91/2 11 5724 Yes iYes o 5734 No No 6x 3 x 3 10 11 101k 11 ALL UIMNSIUNS IN INCHES REVISED REVIEWED 2-1-96 1 2-1-96 4 0 6 CAST IRON FRAME MTH LIFT SOCKETS -awaw PRO U C 10 114" Dia. x 12" TRAFFIC VALVE BOX DAM I ~~4 ~~L 7/8" 7/8" No. 4-TI -EXTENSION .12" WI. 23 lbs. No. 4-IT BODY WT. 58 Lbs. 13 314" ko No. -RISER RING -1114" WI. 12 lbs. No, 4-TI - RISER RING - 2" wI. 13 13" No. 4-IT -EXTENSION - 6" WT. 13 lbs. 9 No. 4-IT-91 COVER WI. l2lbs. APPROVE By Brian at 12:44 pm, 7/1 1114" HEAVY HEX BOLT GRADE B8M T-316 SUBMITTAL SPECIFICA TI N 0 I APPROVED "ABSTRACT OF ASTM A193/ASTM A194" By Brian at 8:29 pm, 5/26/17 "BOLTS, STUDS, NUTS AND FLAT WASHER (P S CARBON MAX MANGANESE PHOSPHOROUS, MAX SULFUR, MAX SILICON CHROMIUM NICKEL MOLYBDENUM TENSILE S YIELD STP ELONGAT] RANGE 0.08 0.01 2.00 GRADE: 18 CHROMIUM, 10 NICKEL, 2 MOLYBDENUM (AISI TYPE 316) CHEMICAL REQUIREMENTS: .10 MATERIALS ARE CARBIDE SOLUTION TREATED IDENTIFICATION SYMBOL: 138M OTHER: ALL BOLTS, NUTS & STUDS, UNLESS OTHERWISE SPECIFIED IN THE PURCHASE ORDER SHALL BE THREADED IN ACCORDANCE WITH ANSI/ASME B1.1, PAGE A-26, CLASS 2a & 2b FIT, BOLT HEADS SHALL BE IN ACCORDANCE WITH THE DIMENSIONS OF ANSI/ASME B18.2.1, PAGE C- 1, UNLESS OTHERWISE SPECIFIED IN THE PURCHASE ORDER, THE HEAVY HEX SCREWS SERIES SHOULD BE USED. NUTS SHALL CONFORM TO ASTM 194 8M, UNLESS OTHERWISE SPECIFIED.ADDITIONAL INFORMATION CAN BE FOUND IN ASTM 1931A193M, DTD 1997 (ALLOY STEEL AND STAINLESS STEEL BOLTING MATERIALS FOR HIGH-TEMPERATURE SERVICES) AND IN ASTM A194/A194M, DTD 1997 (CARBON AND ALLOY STEEL NUTS FOR BOLTS FOR HIGH- TEMPERATURE SERVICE). FLAT WASHERS: ALL WASHERS SHALL BE OF THE SAME MATERIAL AS THE NUTS. Coast Bolt 12748 East Florence Ave Santa Fe Springs, CA 90670 1-800-652-6587 Fax 1-562-944-9360 NON-ASBESTOS GASKET SUBMITTAL SPECIFICATIONS APPROVED KETS MEET THE PRESSURE RATINGS, DRILLING AND By Brian at 8:32 pm, 5/26/17 DIMENSIONS OFANSI/ASME B16.21 TECHNICAL DATA PRODUC!T STYLE COLOR BINDER TEMP PRESSURE PRESS COMPRESS RECOVERY TENSILE FLEXIBILITY CREEP MAX MAX X ASThI F-36 ASThI F-36 STRENGTH RELAXATION TEMP ASTM ASTN MAX F-I52 F-7 NOT APP. VED APPUOVED MAT AL$ LIST GREEN NBR 750' 1400 PSI 400,000 7-17 50% 2000 PASSED 20 TEADIT NALOOI GRN/v/m' NBR 750' 1370 PSI 350.000 11 - 60% 1740 • 1 27 OARLOCK 3001) BLUE/ORN NBR 700° 1000 PSI 7-17 59.61A 2256 PASSED 24 AVAILABILTIY Io 11 1 Cl 113 FULLFACE RING 1/16" 118" 1/4" SERVICE: SUITABLE AGAINST AIR, BRINE, SLUDGE, WATER, LOW PRESSURE STEAM, ORGANIC AND WEAK INORGANIC ACIDS, CONCENTRATED AND DILUTED ALKALIS (PH RANGE FROM 1 TO 11), CHEMICALS, SYTHENTIC OILS, PETROLEUM AND PETROLEUM . - DERIVATIVES, ANIMAL FATS, AROMATIC AND ALIPHATIC SOLVENTS, VEGETABLE OILS, CHLORINATED SOLVENTS AND REFRIGERANTS. THESE GASKET MATERIALS MEET THE PRESSURE RATINGS, DRILLING AND DIMENSIONAL REQUIREMENTS OF ANSIJASME B 16.2.1 AND AWWA C207-94 GENERAL DESCRIPTION: MANUFACTURED FROM A NON ASBESTOS MATERIAL FORMULATED FOR SERVICES IN MOST SEALING APPLICATIONS AS A UNIVERSAL REPLACEMENT GASKET. THE SYNTHETIC FIBER CONTENT IS ARAMID BOUND BY NITRILE RUBBER (NBR). THESE GASKETS HAVE A NON-STICK COATING. GERNRAL PURPOSE: PROCESS INDUSTRIES, WASTEWATER INDUSTRIES Pacific Coast Bolt 12748 East Florence Ave Santa Fe Springs, CA 90670 006526587 Fax 1-562-944.9360