Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2646 STATE ST; ; FPR2020-0042; Permit
ay of PERMIT REPORT Cdflsbad Print Date: 07/21/2021 Permit No: FPR2020-0042 Job Address: 2646 STATE ST, CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Residential Work Class: Underground Fire Parcel #: 2031012000 Track #: Applied: 06/25/2020 Valuation: $0.00 Lot #: Issued: 08/31/2020 Occupancy Group: Project U: Finafed Close Out: 07/21/2021 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: THE SEAGLASS -UNDERGROUND PLANS FOR 8 UNIT CONDO PROJECT Applicant: Contractor: MAG ENGINEERING INC MAG ENGINEERING INC BILL THORN 349 MERCEDES RD 349 MERCEDES RD FALLBROOK, CA 92028-2466 FALLBROOK, CA 92028-2466 (760) 792-9502 (760) 792-9502 FEE AMOUNT FIRE Plan Resub (3rd&Subsequent Submittal/hr) $476.00 FIRE Underground Piping with up to 4 Hyds/Risers $756.00 Total Fees: $1,232.00 Total Payments To Date: $1,232.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov PASCO LARET SUITER I 1&ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING City of Carlsbad Land Development Engineering 1635 Faraday Avenue Carlsbad, CA 92008 RE: Change in Engineer of Record for the Seaglass Project; 2646 State Street, Carlsbad, CA CT2018-004; Dwg. 519-2 & Dwg 519-2A, Map 16403 To Whom it May Concern, At the request of my client, this letter is to confirm that I, William G. Mack RCE 73620, is releasing responsibility of Engineer of Work for the above project on behalf of Pasco Laret Suiter and Associates. It is my understanding that Van Ryn Engineering has been contracted to assume all Engineer of Work responsibilities for the project including design liability of all work. shown on the approved City Permit Drawings, any necessary construction changes, construction oversight, construction staking, pad certification, finish grade certification, setback certification, height certification, as built plan submittals, future work necessary to satisfy any outstanding conditions of approval, and final monumentation of the Map. Please feel free to contact me with any questions. Sincerely, *6/4 William G. Mack RCE 73620 Associate Principal Cc: Rodney Boone, Prophet Solutions John Van Ryn, Van Ryn Engineering 535 N. Highway 101 Suite A, Solana Beach, California 92075 I ph 858.259.8212 www.pisaengineering.com August 4, 2020 RE: Engineer of Record Change To whom it may concern, Van Ryn Engineering, Inc. has taken over as Engineer of Record for the approved civil drawing no. 519-2 & 519-2A, project number CT2018-0004 in the City of Carlsbad specifically more commonly known as the SeaGlass project. The City of Carlsbad has been informed of the Engineer of Record change and agreed to allow the change to officially occur on the approved plans during the As-Built submittal to the city. This letter intended to provide clarification for any wet signatures needed on the civil plans for construction submittals not related to a construction change or modification to the previously approved plans. Please contact my office with any questions. Sincerely, VAN RYN NGIN ERING, INC. Ix C 80667 Jo A. Van R yn, P.E., P.L.S. President CM 11440 West Bernardo Ct., Ste 300, San Diego, CA 92127 1 ph 858.367.3504 1 vanrynengineering.com .• - c:o GENERAL UNDERGROUND FIRE PROTECTION, Inc. HYDRAULIC CALCULATIONS FOR Sea Glass Condos 2646 State Street Carlsbad, California 92008 GUFP JOB # 3507 Garage OCCUPANCY CLASSIFICATION: > DENSITY: REQUIRED AREA OF APPLICATION: > COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS FLOWING: TOTAL SPRINKLER FLOW REQUIRED: > TOTAL WATER REQUIRED (INCLUDING HOSE): DEMAND AT BASE OF RISER: SPRINKLER ORIFICE SIZE: CALCULATIONS BY: AUTHORITY HAVING JURISDICTION: COMMENTS: Ordinary Hazard 0.15 qpm/sg.ft. 1500 sq.it. 130.0 sg.ft. max. 4 sprk. 328.6 qpm 78.6 qpm 328.6 qpm 68.1 psi 1/2" Juan Limon City of Carlsbad Calculation by Hass Computer Program HRS Systems, Inc. Atlanta, GA. 701 WEST GROVE AVENUE . ORANGE, CA 92865 • PHONE 714-632-8646 • FAX 714-632-0579 CALIFORNIA CONTRACTOR LICENSE NO. 485748 C-161C-34 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area 1 Calculation WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 79.2 59.4 2700.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 78.8 328.6 74.6 TOTAL FLOW AT SOURCE 328.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 78.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 51 79.7 - - - - 8.0 - - - S2 79.7 - - - - 8.0 - - - S3 79.7 - - - - 7.9 - - - S4 79.7 - - - - 7.6 - - - S5 57.5 - - - - 11.9 - - - S6 57.5 - - - - 11.9 - - - S7 57.5 - - - - 11.9 - - - S8 57.5 - - - - 11.9 - - - S9 46.8 K= 5.60 12.2 19.6 S10 46.8 K= 5.60 12.1 19.5 Sli 46.8 K= 5.60 12.5 19.8 S12 46.8 K= 5.60 12.5 19.8 1 46.8 - - - - 62.6 - - - 2 46.8 - - - - 59.4 - - - 3 57.5 - - - - 52.1 - - - 4 57.5 - - - - 47.0 - - - 5 57.5 - - - - 43.3 - - - 6 69.2 - - - - 35.5 - - - 7 69.2 - - - - 32.6 - - - 8 69.2 - - - - 28.5 - - - 9 7 •7 -- - - 21.3 10 79.7 - - - - 17.6 - - - 11 79.7 - - - - 12.0 - - - 12 79.7 - - - - 8.0 - - - 12A 79.7 - - - - 8.0 - - - 13 79.7 - - - - 8.0 - - - 14 79.7 - - - - 8.0 - - - 15 79.7 - - - 79 - 16 79.7 - - - - 7.9 - - - 17 79.7 - - - - 7.6 - - - 17A 79.7 - - - - 7.6 - - - 18 79.7 - - - - 6.3 - - - 19 69.2 - - - - 8.8 - - - 20 57.5 - - - - 11.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/8/2020:\PROJECTS\3500'5\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area 1 Calculation NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 21 57.5 - - - - 11.9 - - - 22 57.5 - - - - 11.9 - - - 23 57.5 11.9 24 57.5 - - - - 11.9 - - - 24A 57.5 - - - - 11.9 - - - 25 57.5 - - - - 11.9 - - - 26 57.5 - - - - 11.9 - - - 27 46.8 - - - - 13.8 - - - 28 46.8 - - - - 13.0 - - - 2.9 46.8 - - - - 12.7 30 46.8 - - - - 12.9 - - - 30A 46.8 - - - - 12.8 - - - 31 46.8 - - - - 12.6 - - - 32 46.8 - - - - 12.4 - - - 33 46.8 - - - - 12.4 - - - TR 46.8 - - - - 64.1 - - - BR 37.8 HOSE STREAM 68.1 250.0 BF1 40.8 - - - - 68.2 - - - BF2 40.8 - - - - 71.7 - - - SRC 34.8 SOURCE 74.6 328.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area 1 Calculation PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.5 1.101 PL 1.00 PF 0.2 S1O 46.8 5.6 12.1 19.5 6.6 150 FTG E PE 0.0 32 46.8 0.0 12.4 0.0 0.065 TL 3.50 PV Pipe: 2 -19.5 1.598 PL 10.58 PF 0.3 32 46.8 0.0 12.4 0.0 3.1 150 FTG 2ET PE 0.0 31 46.8 0.0 12.6 0.0 0.011 TL 26.98 PV Pipe: 3 -19.6 1.101 PL 1.00 PF 0.2 S9 46.8 5.6 12.2 19.6 6.6 150 FTG E PE 0.0 33 46.8 0.0 12.4 0.0 0.065 TL 3.50 PV Pipe: 4 -19.6 1.598 PL 6.58 PF 0.2 33 46.8 0.0 12.4 0.0 3.1 150 FTG ET PE 0.0 31 46.8 0.0 12.6 0.0 0.011 TL 18 A8 Pv Pipe: 5 -19.8 1.101 PL 1.00 PF 0.2 Sli 46.8 5.6 12.5 19.8 6.7 150 FTG H PE 0.0 30A 46.8 0.0 12.8 0.0 0.067 TL 3.50 PV Pipe: 6 -19.8 1.598 PL 3.92 PF 0.1 30A 46.8 0.0 12.8 0.0 3.2 150 FTG T PE 0.0 30 46.8 0.0 12.9 0.0 0.011 TL 12.32 PV Pipe: 7 -19.8 1.101 PL 1.00 PF 0.2 S12 46.8 5.6 12.5 19.8 6.7 150 FTG E PE 0.0 29 46.8 0.0 12.7 0.0 0.067 TL 3.50 PV Pipe: 8 -19.8 1.598 PL 8.50 PF 0.3 29 46.8 0.0 12.7 0.0 3.2 150 FTG 2T PE 0.0 28 46.8 0.0 13.0 0.0 0.011 TL 20 PV Pipe: 10 -39.1 1.598 PL 6.50 PF 0.2 31 46.8 0.0 12.6 0.0 6.2 150 FTG ---- PH 0.0 30 46.8 0.0 12.9 0.0 0.038 TL 6.50 PV Pipe: 11 -58.9 1.598 PL 1.58 PF 0.1 30 46.8 0.0 12.9 0.0 9.4 150 FTG ---- PE 0.0 28 46.8 0.0 13.0 0.0 0.082 TL 1.58 ?V Pipe: 12 -78.7 1.598 PL 1.92 PF 0.8 28 46.8 0.0 13.0 0.0 12.6 150 FTG E PE 0.0 27 46.8 0.0 13.8 0.0 0.140 TL 5.92 PV Pipe: 13 -78.7 1.598 PL 10.67 PF 2.7 27 46.8 0.0 13.8 0.0 12.6 150 FTG T PE -4.6 20 57.5 0.0 11.9 0.0 0.140 TL 19.07 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area 1 Calculation PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 0.0 1.101 PL 1.00 PF 0.0 S5 57.5 0.0 11.9 0.0 0.0 150 FTG E PE 0.0 26 57.5 0.0 11. 0.0 0.000 TL 8.50 pv Pipe: 15 0.0 1.598 PL 4.25 PF 0.0 26 57.5 0.0 11.9 0.0 0.0 150 FTG 2T PE 0.0 23 57.5 0.0 11.9 0.0 0.000 TL 21.05 PV Pipe: 16 0.0 1.101 PL 1.00 PF 0.0 S6 57.5 0.0 11.9 0.0 0.0 150 FTG E PE 0.0 24A 57.5 0.0 11.9 0.0 0.000 TL 3.50 PV Pipe: 17 0.0 1.598 PL 0.92 PF 0.0 24A 57.5 0.0 11.9 0.0 0.0 150 FTG T PE 0.0 24 57.5 0.0 11.9 0.0 0.000 TL 9.32 PV Pipe: 18 0.0 1.598 PL 1.00 PF 0.0 S7 57.5 0.0 11.9 0.0 0.0 150 FTG E PE 0.0 25 57.5 0.0 11.9 0.0 0.000 TL 5.00 PV Pipe: 19 0.0 1.598 PL 15.92 PF 0.0 25 57.5 0.0 11.9 0.0 0.0 150 FTG E PE 0.0 24 57.5 0.0 11.9 0.0 0.000 TL 19.92 PV Pipe: 20 0.0 1.598 PL 10.17 PF 0.0 24 57.5 0.0 11.9 0.0 0.0 150 FTG T PE 0.0 23 57.5 0.0 11.9 0.0 0.000 TL 18.57 PV Pipe: 21 0.0 1.101 PL 1.00 PF 0.0 S8 57.5 0.0 11.9 0.0 0.0 150 FTG E PE 0.0 22 57.5 0.0 11.9 0.0 0.000 TL 3.50 PV Pipe: 22 0.0 1.598 PL 26.07 PF 0.0 22 57.5 0.0 11.9 0.0 0.0 150 FTG ETR PE 0.0 21 57.5 0.0 11.9 0.0 0.-000 TL 41.17 PV Pipe: 23 0.0 1.598 PL 12.00 PF 0.0 23 57.5 0.0 11.9 0.0 0.0 150 FTG 2R PE 0.0 21 57.5 0.0 11.9 0.0 0.000 TL 17.40 PV Pipe: 24 0.0 1.598 PL 4.58 PF 0.0 21 57.5 0.0 11.9 0.0 0.0 150 FTG ET PE 0.0 20 57.5 0.0 11.9 0.0 0.000 TL 16.92 PV Pipe: 25 -78.7 1.598 PL 11.67 PF 2.0 20 57.5 0.0 11.9 0.0 12.6 150 FTG R PE -5.1 19 69.2 0.0 8.8 0.0 0.140 TL 14.37 PV Pipe: 26 -78.7 1.598 PL 10.50 PF 2.0 19 69.2 0.0 8.8 0.0 12.6 150 FTG E PE -4.5 18 79.7 0.0 6.3 0.0 0.140 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: -Area 3. Calculation PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 0.0 1.101 PL 1.00 PF 0.0 Si 79.7 0.0 8.0 0.0 0.0 150 FTG E PE 0.0 12A 79.7 0.0 8.0 0.0 0.000 TL 5.50 Pv Pipe: 28 0.0 1.598 PL 3.25 PF 0.0 12A 79.7 0.0 8.0 0.0 0.0 150 FTG T PE 0.0 12 79.7 0.0 8.0 0.0 0.000 TL 11.65 PV Pipe: 29 0.0 1.101 PL 1.00 PF 0.0 S2 79.7 0.0 8.0 0.0 0.0 150 FTG E PE 0.0 14 79.7 0.0 8.0 0.0 0.000 TL 3.50 PV Pipe: 30 0.0 1.598 PL 7.67 PE 0.0 14 79.7 0.0 8.0 0.0 0.0 150 FTG ET PE 0.0 13 79.7 0.0 8.0 0.0 0.000 TL 20.07 PV Pipe: 31 0.0 1.101 PL 1.00 PF 0.0 S3 79.7 0.0 7.9 0.0 0.0 150 FTG E FE 0.0 16 79.7 0.0 7.9 0.0 0.000 TL 3.50 PV Pipe: 32 0.0 1.598 PL 19.42 PF 0.0 16 79.7 0.0 7.9 0.0 0.0 150 FTG ETR PE 0.0 15 79.7 0.0 7.9 0.0 0.000 TL 34.52 PV Pipe: 33 0.0 1.101 PL 1.00 PF 0.0 S4 79.7 0.0 7.6 0.0 0.0 150 FTG E PE 0.0 17.A 79.7 0.0 7.6 0.0 0.000 TL 3.50 PV Pipe: 34 0.0 1.598 PL 6.75 PF 0.0 17A 79.7 0.0 7.6 0.0 0.0 150 FTG T PE 0.0 17 79.7 0.0 7.6 0.0 0.000 TL 15.15 PV Pipe: 35 -78.7 2.003 PL 6.67 PF 1.3 18 79.7 0.0 6.3 0.0 8.0 150 FTG ETR PE 0.0 17 79.7 0.0 7.6 0.0 0.046 TL 28.37 PV Pipe: 36 -78.7 2.003 PL 6.83 PF 0.3 17 79.7 0.0 7.6 0.0 8.0 150 FTG ---- PE 0.0 15 79.7 0.0 7.9 0.0 0.046 TL 6.83 PV Pipe: 37 -78.7 2.003 PL 0.67 PF 0.0 15 79.7 0.0 7.9 0.0 8.0 150 FTG ---- PE 0.0 13 79.7 0.0 8.0 0.0 0.046 TL 0.67 PV Pipe: 38 -78.7 2.003 PL 0.92 PF 0.0 13 79.7 0.0 8.0 0.0 8.0 150 FTG ---- PE 0.0 12 79.7 0.0 8.0 0.0 0.046 TL 0.92 PV Pipe: 39 -78.7 2.003 PL 50.58 PF 4.0 12 79.7 0.0 8.0 0.0 8.0 150 FTG 9R PE 0.0 11 79.7 0.0 12.0 0.0 0.046 TL 86.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area 1 Calculation PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -78.7 2.003 PL 82.58 PF 5.5 11 79.7 0.0 12.0 0.0 8.0 150 FTG 9R PE 0.0 10 79.7 0.0 17.6 0.0 0.046 TL 118.58 PV Pipe: 41 -78.7 2.003 PL 39.67 PF 3.8 10 79.7 0.0 17.6 0.0 8.0 150 FTG E9R PE 0.0 9 79.7 0.0 21.3 0.0 0.046 TL 81.37 PV Pipe: 42 -78.7 1.598 PL 10.50 PF 2.6 9 79.7 0.0 21.3 0.0 12.6 150 FTG T PE 4.5 S 69.2 0.0 28.5 0.3 0.143 TL .18.93 PV Pipe: 43 -78.7 1.598 PL 12.75 PF 4.1 8 69.2 0.0 28.5 0.0 12.6 150 FTG T3R PE 0.0 7 69.2 0.0 32.6 0.0 0.140 TL 29.25 PV Pipe: 44 -78.7 1.598 PL 8.08 PF 2.9 7 69.2 0.0 32.6 0.0 12.6 150 FTG ET PE 0.0 6 69.2 0.0 35.5 0.0 0.140 TL 20.48 PV Pipe: 45 -78.7 1.598 PL 11.67 PF 2.8 6 69.2 0.0 35.5 0.0 12.6 150 FTG T PE 5.1 5 57.5 0.0 43.3 0.0 0.140 TL 20.07 PV Pipe: 46 -78.7 1.598 PL 6.58 PF 3.6 5 57.5 0.0 43.3 0.0 12.6 150 FTG 2TR PE 0.0 4 57.5 0.0 47.0 0.0 0.140 TL 26.08 PV Pipe: 47 -78.7 1.598 PL 14.92 PF 5.1 4 57.5 0.0 47.0 0.0 12.6 150 FTG T5R PE 0.0 3 57.5 0.0 52.1 0.0 0.140 TL 36.82 PV Pipe: 48 -78.7 1.598 PL 10.67 PF 2.7 3 57.5 0.0 52.1 0.0 12.6 150 FTG T PE 4.6 2 46.8 0.0 59.4 0.0 0.140 TL 19.07 PV Pipe: 49 -78.7 1.598 PL 6.17 PF 3.2 2 46.8 0.0 59.4 0.0 12.6 150 FTG 2T PE 0.0 1 46.8 0.0 62.6 0.0 0.140 TL 22.97 PV Pipe: 50 -78.7 1.598 PL 3.75 PF 1.5 1 46.8 0.0 62.6 0.0 12.6 150 FTG ER PE 0.0 TR 46.8 0..0 64.1 0.0 .0.140 TL 10.45 .PV Pipe: 51 -78.7 4.310 PL 9.08 PF 0.1 TR 46.8 0.0 64.1 0.0 1.7 120 FTG LA PE 3.9 BR 37.8 H.S. 68.1 250.0 0.002 TL 45.31 PV Pipe: 52 -328.7 4.240 PL 7.50 PF 1.4 BR 37.8 H.S. 68.1 250.0 7.5 150 FTG T3L PE -1.3 BF1 40.8 0.0 68.2 0.0 0.017 TL 82.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HyDRAuLIc5\REMOTE AREA 3 - COPY.SDF JOB TITLE: .Area 1 Calculation PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 FIXED PRESSURE LOSS DEVICE BF2 40.8 0.0 71.7 0.0 3.5 psi, 328.7 gpm BFI 408 0-0 682 0.0 Pipe: 54 -328.6 6.280 PL 43.00 PF 0.4 BF2 40.8 0.0 71.7 0.0 3.4 140 FTG T2LG PE 2.6 SRC 34.8 SRCE 74.6 (N/A) 0.003 TL 123.00 PV NOTES (HASS) CalcuLations were. performed by the BASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16031158 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931.) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.133 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.6 ft/sec at pipe 25. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 78.79 psi with a flow of 331.33 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC•: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area I Calculation PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45E11 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 10.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003. 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45E11 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.97 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMQTE AREA 3 - COPY.SDF J013 TITLE: Area 1 Calculation WATER SUPPLY ANALYSIS Static: 79.20 psi Resid: 59.40 psi Flow: 2700.0 gpm 100.0 LEGEND 80.0 1Avai1able pressure 1 78.80 psi @ 328.6 gpm G 2 A •Required pressure U G 74.64 psi @ 328.6 gpm E 60.0 A. Source Supply Curve P R B. System Demand Curve E S S 40.0 U R E p 20.0 5 1 Iulillu. Ilutluuul luhiuim 1011111111 •uuuuiuu •uulluuuuul.IuHhuuI luluuuluu uuuuuluu, uuuuuuuuuul Uuuuuuili Uuluulul.uuuuluu.0 Iuuuuuuu. uuuiflu. uluuuluuul -14.7 600900 1200 1500 1800 2100 2400 2700 3000 -F-LOW (G-PM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/8/2020:\PROJECTS\3500'S\3507\HYDRAULICS\REMOTE AREA 3 - COPY.SDF JOB TITLE: Area 1 Calculation WATER SUPPLY CURVE 84+ *0 \ 77+ \\\ Ix \\\ \\\ I \\\ 70+ \\ I \\\ \\\ 63+ \\\ I \\ I * <-59.4 psi @ 2700 gpm I Flow Test Point P 56+ R. E I S I S 49+ U R E I ( I P S I I 35+ 28+ 21+ 14+ LEGEND X = Required Water Supply I 74.64 psi @ 328.6 gpm 7+ 0- = A-ila.bIe .Wa-t S-u--y- 78.80 psi @ 328.6 gpm 'I 0 --------------------------------- -.+--------+---------+-----------+ 8001200 1600 2000 2400 2.800 3200 3600 4000 FLOW (GPM) JSLV]IS WIUINS C - ZURN Model 4500A WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (Unless otherwise noted, applies to sizes 4" thru 10") ASSE® Listed 1048 CSA® Certified (4" & 6") AMA Compliant C 510, and C550 UL® Classified C-UL® Classified FM® Approved NYC MEA 26-00-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* *(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 Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series Features Sizes: 4", 6" , 8", 10" 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 1316.1 Class 125 Dimensions & Weights (do not include pkg.) options (Suffixes can be combined) O — with OS & Y gate valves (standard) 0 L — less shut-off valves (grooved body connections) R LM — less water meter O — with remote reading meter O — with gpm meter (standard) O — with cu ft/mit, meter O G — with groove end gate valves O FG - with flanged inlet gate connection and grooved outlet gate connection O FS - with cast iron wye type strainer (flanged only) O FSC — with epoxy coated wye type strainer (flanged only) OBGVIC — with grooved end butterfly valves with inte- gral supervisory switches 0 P1 - with Post Indicator Gate Valve (3"-110") Accessories 0 Repair kit (rubber only) E] Thermal expansion tank (Model XT) o Valve setter (Model FLS or MJS or MJFS) El Gate valve tamper switch (OSY-40) O Flange by groove adapter (FLA) O QT-SET Quick Test Fitting Set DIMENSIONS (ap ro)(imate) WEIGHT MODEL B B B C C C LESS OS&Y WITH SIZE A WITH GATE WITH BFLY LESS GATE OS&Y OS&Y WITH BFLY D GATE GATE BFLY VALVES VALVES VALVES OPEN CLOSED VALVES VALVES VALVES VALVES in. mm in. I mm in. mm in. I mm in. I mm in. I mm in. mm in. I mm in. I mm lbs. I kg lbs. kg lbs. I kg 4 100 185/16 465 30 762 273/4 705 21 533 223/4 578 18 1/4 460 91/2 241 8 203 105 47.7 295 134 143 65 6 150 1811/161475 351/2 902 321/8 816 25 635 301/8 765 233/4 603 101/2 267 10 254 174 79 474 215 230 104 8 200 29 737 46 1168 42 9/16 1081134 7/16 845 37 3/41959 29 1/4 743 13 —357133 330 402 182.5 878 399 524 238 10 250 29 737 471/2 1207 47 1/2 1207 347/16 845 1453/4 1162 1353/8 899 135/16 338 113 1330 4201 191 11076 489 606 275 Zum 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 Rev. B Date: 12/13 Document No. BF-450DA Patent No. 5,913, 331 Product No. Model 450DA Page 1 of 2 MODEL 450DA 4" & 6" (STANDARD & METRIC) FLOW RATES (us) 25.2 50.5 75.7 100.9 103 0. to (200mm) 0. 10 0 -j U, U, w IL 0 1000 2000 3000 FLOW RATES (GPM) 103 1 —I • FCi) 0 O -J LU 34 Cl) 4000 DIRECTION OF FI.OW Al OUTDOOR INSTALLATION DIMENSIONS approximate) MODEL SIZE Al SETTER Al SETTER END TO END TO END END FLS MJS in. MM in. mm in. mm 4 I_100 315/161 795 29.313 745 6 I_150 343/4 8 32.75 832 8 I_200 47 1 1194 144.625 1133 10l_250 51 1 12951 47 1194 Flow Characteristics 0 Rated Flow (established by approval agencies) 0 400 800 1200 1600 FLOW RATES (GPM) MODEL 450DA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 252.4 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the as- sembly shall be mounted above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. WILKINS VALVE SETTER MJFS Capacity thru Schedule 40Pipe(GPM) Pipesize 5ft/sec 7.5 ft/sec 10ft/sec 15 ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 Specifications The Double Check Detector Backf low Preventer shall be ASSE® Listed 1048 and supplied with full port OS & Y 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 NORYL TM, the stem shall be stainless steel (ASTM A 276) and the seat disc elasto- mers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backf low Preventer shall be a ZURN WILKINS Model 450DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 Diamond (C900) PVC Pipe (4"through 12") is made of 12454 compound per ASTM Dl 784, in accordance with the dimensional, chemical, and physical requirements of AWWA C900. Diamond (C900) PVC Pipe bears the mark of NSF, International (NSF), the listing of Underwriters Laboratory, Inc. (UL), and (DR 14 & DR18) bears the listing of Factory Mutual(FM). Some factory locations produce C900 bearing the mark of the Canadian Standards Association (CSA). Diamond (C900) PVC Pipe utilizes a gasket, per ASTM F477, to seal the integral bell socket to the spigot of the next joint (which conforms to the requirements of ASTM D3139.) Each male end Is beveled to facilitate joint assembly, and the spigot is referenced marked to ensure proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Specialty gaskets may be available upon request. Diamond C900 is supplied in 20 foot laying lengths Lb Underwriters Laboratories Inc.© Physical1IProperties I.iII PVC Wt) Property ASTM Minimum Test Specific Gravity D792 1.40 Tensile Strength, psi D638 7,000 Tensile Modulus, psi D638 400,000 FM IZOD Impact Strength D256 .65ft., lb./in. APR0V M CIP SHORT FORM specification for Diamond C900 PVC Water Pipe Diamond C900 PVC Water Pipe shall be made of compounds conforming to ASTM 01784 with a cell classification of 12454. Diamond C900 shall meet all the dimensional, chemical, and physical requirements as outlined In AWWA C900 and will be supplied In 20 foot laying lengths. Joints shall meet the requirements of ASTM 03139 and shall be formed using Rleber Technology. Gaskets shall meet the requirements of ASTM F477. Potable water pipe shall be manufactured from National Sanitation Foundation (NSF) approved compounds. DIAMOND PLASTICS Wk ® I&A11W vs CORPORI1Ofl corporate Headquarters • 1212 Johnstown Road • RO.Box 1608 and lslan4NE68802-1608 QO!)iO®tZi 0O joO '1i1 -- - ••. •••-F1RE SERVICE MATERIALL Rieber Joint illustration aftnW C1900 OR-1 4 1411 tj tj gp- C"Q 4' (100) 4200 6-1/2' 6 4-1/4' 5-1/4' 0.343 0.267 0.192 6' (150) 6.900 9-1/4' 6.5 4-5i 5-5/8' 0.493 0.383 0.276 0' (200) 9.050 11-3/4' 7 5-1/8' 6-1/8' 0.646 0.503 0.362 10' (250) 11.100 14-1/4' 7.5 5-3/4' 6-3/4' 0.793 0.617 0.444 12'(300) 13.200 16-3/4' 8 6-118' 7-1/8' 0.943 0.733 0.528 #Tolerance of +1- Wallowed DI/iors Ji PLAsTICs® P o Corporate Headquarters . 1212Jo1'tnstownRoad • PO.Bu 1608. Grand IsIand,NE68802-1608 'U'JOThJXi) L)Ut@ lc,O [ SERVICE iiAJAU VINYLTECH AWWA VINYLTECI-i C9100 BLUE TECHNICAL DATA SUBMITTAL (4" - 121 ) • ,- I V_.IPEI CONFORMANCE These specifications designate the requirements for manufacturing and installing Vinyltech AWWA C900 PVC Pressure Pipe for potable water (4"-12"). ANSI/AWWA C900 - Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4" Through 60" (100mm Through 1,500mm) 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 NSF/ANSI 61, Annex G - Drinking Water Systems Components- Health Effects FM 1612 - Approval Standard for Polyvinyl Chloride (PVC) Pipe and Fittings for Underground Fire Protection UL 1285 - Standard for Pipe and Couplings, Polyvinyl Chloride (PVC), and Oriented Polyvinyl Chloride (PVCO) for Underground Fire Service PPE COMPOUND The pipe shall be extruded from compounds meeting (PVC 1120) 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 in accordance with AWWA C900. 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. MARKING The pipe shall be marked in accordance with AWWA C900. QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested in accordance with AWWA C900. The pipe shall meet all additional test requirements as described in AWWA C900. 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 procedures of Vinyltech Corporation are outlined in AWWA C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The AWWA Manual M23, PVC Pipe Design and Installation, is also an invaluable resource guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper procedures and equipment. Vinyltech recommends strict compliance with the requirements as specified in 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 belied and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lubricate 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. 6\% Undirwiftis <€3>NSF (01.aboratorles Inc.* UVED APPROVED VINYLTECH • 201 S. 61st Avenue • Phoenix, AZ 85043 • 602 233-0071 • Fax: 602 272-4847 • www.vtplpe.com AN• O1TERTAIL FIRE SERVICE MATERIAL VINYLTECH AWWA C900 BLUE TECHNICAL DATA SUBMITTAL (4" - 12") C900 DR 18 Pressure Class 235 VINYLTPcH V0 PVC. PIPE Effective U/li C900 DR 14 Pressure Class 305 NOMINAl. SIZE OUTER DIAMETER (iN) MINIMUM WALL (IN) - FEET PER UFT UFTS PER TRUCK APPROX WEIGHT (1.5/100') (IN) (mm) 4 100 4.800 0.343 1020 16 317.5 6 150 6.900 0.493 440 16 658.7 8 200 9.050 0.646 200 20 1139.7 10 250 11.100 0.793 240 12 1722.3 12 300 13.200 0.943 60-80 28 2445.5 SEALING POINTS 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" The Rieber 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. 201 S. 61st Avenue• Phoenix, AZ 85043 MR OITERTAIL 602 233-0071 • 602 272-4847 Fax • www.vtpipe.com AN FIRE SERVICE MATERIAL JCM 432 All Stainless Steel Tapping Sleeve JCM 462 Stainless Steel Tapping Sleeve with Carbon Steel Flange EXTRA BOLTING POWER.-The true tapping sleeve design of this sleeve incorporates replaceable, self-aligning bolts, which facilitate conversion of high bolt torques to high gasket pressure, can be torqued to 125 ft. lbs. This increases gasket sealing pressure and pressure holding capability. FULL CIRCUMFERENTIAL SEAL.. The extra bolting power assures the gasket will seal the full circumference of the pipe. This provides insurance against beam breaks in size on size taps. Molded in recessed bridge plate assures even gasket pressure throughout the range of the sleeve. Patent #4,708373 STRONGER YET LIGHTER THAN CAST SLEEVES ... Extra strength eliminates possible cracking of the sleeve or flange. Reduced weight speeds installation and reduces the load placed on the pipe. EXTRA WIDE FOR SUPPORT AND STABILITY ..Extra width and heavier neck and body material provide extra reinforcement of the outlet and extra stability during the tapping process. JCM 432 - All stainless construction provides extra corrosion resistance. The stainless steel flange, outlet and body join as one unit of similar metals for highest structural strength and corrosion resistance. JCM 462 - Stainless steel body/neck construction joins with a strong, economical carbon steel flange. Coated steel flange is to AWWA C207, Class D standard with recess for tapping alignment. MATERIAL SPECIFICATIONS - JCM 432 and 462 TAPPING SLEEVES: BODY: Stainless Steel, 18-8 Type 304 BOLTS: Stainless Steel, Type 304 BRANCH OUTLET: Heavy Stainless Steel Pipe GASKET: Full circumferential gasket compounded for use water, salt solutions, mild acids, bases and sewage. 432 FLANGE: CF8 Cast Stainless Steel - equivalent to 18-8 Type 304 Stainless Steel. ANSI 1501b. Drilling, recessed for tapping valve per MSS-SP 60. 462 FLANGE: AWWA C207 Class D, ANSI 1501b. Drilling, recessed for tapping valve MSS-SP60. JCM Tapping Sleeves meet or exceed the ANSIIAWWA C-223 and the MSS-SP 124 Standards as applicable. JCM 432 & 462 STAINLESS STEEL TAPPING SLEEVE DIMENSIONS Pt.A$E35 3I A B C D B T1 2 15 5 3-1/32 2.16 10 518 3 15 5 4-1/32 326 10 618 4 15 5 5-1/32 4.26 10 5/8 6 1 15 5 7-1/32 1 6.35 10 518 - 8 21 11 -1/32 - 8.32 W 10 27 5-1/2 11-1/16 10.42 18 5/8 6MI78 12 30 5-3/4 13-1/16 12.39 20 70 FIRE SERVICE MATERIAL Stainless Steel Tapping Sleeve - Full Circumferential Gasket - Flanged Outlet JCM 432 Stainless Steel Flanged Outlet JCM 462 Carbon Steel Flanqed Outlet hOt. MOEL432 MODEL 482 V15111 NtBER PE 1111"we O.D.RANGE STAlItESS STEEL CARBON STEEL OUTLET - OF OP APPR, WtEA. SLEEVE INXTS in SLEEVE NUMBER SLEEVE NUMBER 440-40 - 432-0450 462-0450 4 4.50-4.80 432-0465 4624485 X2 15 10 38 4.74-5.00 432-0480 462-0480 X 3 15 10 40 5.10-5.30 432-0520 482-0520 X4 15 10 42 6.56-6.90++ 432-0663 462-0663 X 2 15 10 42 6 6.83-7.16 432-0690 462-0690 X3 15 10 42 7.05-7.40 432-0720 462-0720 X 4 15 10 47 7.40-7.73 432-0745 462-0745 X6 15 10 49 8.54-8.74 432-0863 462-0863 X2 15 10 45 8.60- 9.05++ 432-0900 462-0900 X 3 15 10 45 8 8.98-9.37 432-0905 482-0905 X4 15 10 51 9.27-9.69 432-0940 462-0940 X 6 15 10 54 78 9.83-10.25+ 432-1000 482-1000 X2 15 10 48 10.64-10.86 432-1075 462-1075 X3 15 10 48 10 11.00-11.40 432-1110 482-1110 X4 15 10 55 11.36-11.80 432-1140 482-1140 X6 15 10 60 11.76-12.24 432-1200 482-1200 X a 21 14 72 X 10" 27 18 132 X2 15 10 47 12.82-12.88 432-1275 4824275 X3 15 10 47 12.75- 13.20++ 4321300* 462.1300* X4 15 10 60 12 13.10-13.50 432-1320 462-1320 X6 15 10 64 13.70-14.09 4324392 482-1392 X 21 14 90 14.08-14.40 432-1420 462-1420 X10' 27 18 138 X12 30 20 161 X2 15 10 74 X3 15 10 74 15.20- 15.60 432-1530 462-1530 X 4 15 10 80 14 15.80-16.20 432-1600 462-1800 X6 15 10 85 16.38-16.78 432-1650 462-1650 X8 21 14 114 X10" 27 18 150 X12 30 20 171 X2 15 10 78 X3 15 10 78 17.40-17.80 432-1740 462-1740 X4 15 10 78 16 17.75-18.15 432-1800 462-1800 X6 15 10 90 18.58-18.98 432-1875 462-1875 X 8 21 14 126 X10 27 18 183 X12' 1 30 20 175 19.30-19.70 432-1950 462-1950 X3 15 10 80 18 19.80-20.20 432-1990 462-1990 X4 15 10 80 21.20-21.40 432-2130 432-2130 X 6 is 10 90 X 8 21 14 130 21.40-21.80 432-2180 482-2160 X3 15 10 85 20 21.90-22.30 432-2206 462-2206 X 4 15 10 85 22.30 -22.70 432-2250 432-2250 X 6 is 10 92 23.45-23.85 432-2360 462-2360 X3 15 10 105 24 25.60- 26.00 432-2580 462-2580 X 4 15 10 105 26.20-26.60 432-2632 462-2632 X 6 Is 10 125 X 8 21 14 ISO pu'lO I t: I fliS BIZB not avaiiaoie wan a size on size ouae. ++NOTE: Recommended for IPS PVC, STEEL, C-900 PVC, Ductile Iron Pipe Diameters. Not recommended for Pit Cast Iron Pipe. For oversized or Pit Cast Iron Pipe, see next larger range. NOTE: Not avalable in 10 OR IT outlet sizes "NOTE: 10 & 12" Outlets MAXIMUM VRKING PRESSURE 150 PSI, MAXIMUM TEST PRESSURE 200 PSI. For larger sizes and outlets, see JCM 412 Tapping Sleeve or JCM 452 All Stainless Steel Tapping Sleeve. HOW TO ORDER - JCM TAPPING SLEEVES 1, Determine O.D. of pipe. Select proper sleeve O.D. range. Specify catalog number and outlet size. Example: For PVC pipe with 8.63 O.D. with 6" outlet, order. 432-0863 x 6. For carbon steel flange, order 462-0863 x 6. w,,I aees 71 FIRE SERVICE MATERIAL Resilient wedge gate valve parts Catalog Part No. Description Material Material Standard G.18 Bonnet Bob & Nuts 316 StidnIm Steel ASTM F593 (bolt) ASTM F4 (nut) 0-41 Stuffing Box Bolt. & Nuts 318 Stainless Steel ASTM F593 (bolt) ASTM F504 (nut) 0-49 Stern 0-rIngs(3) EPOM ASTM 02000 0-200 Wench Nut Cap Sam 318 statnless Steel ASTM F593 0-201 Suultklg Box 0-ring EPOM ASTM D2000 0-202 ¶Fkenth Nut Ductile Iron ASIMA5SBY 0-203 Stern Sificon Bronze ASTM 098 0-204 Heed Wheel (not shown) Cast Iron ASTM A126 CLB 0-205 Stern Nut Bronze ASTM 062 0-208 Gtdde Cap Bearings Acetat - 3-207 Stuffing Box with dirt seol Ductile Iron EPOM ASTM AM V ASThI D2000 G.208 Antl4,Ictlon Wiftra (2) Acetat - 0-209 ,Nudge, Ritber Errcsolatlon Di1IIeIron EPDM ASTMA5SBV ASTM D2000 G-210 Bonnet Ductile Iron ASTM A538V G.211 Bonnet O.rtng EPDM ASTM 02000 0.212 Body Ductile Iron ASThIAS3G V *Jfy encapsulated In molded tubber with no Iron exposed V MatedvJsbengthAS7MA536 654542 mfrlimum G- 4"- 12" A-2362-OPTION E381 RESILIENT WEDGE GATE VALVES - SL. x FL. Rev. 10-15 3hado area ateachanue8 - C1 Catalog number— A-236241 -Option E381 Slip-on end (with gasket) x flange end A-2362-43-Option E381 Slip-on end (less gasket) x flange end O Sizes - 4" 8", 10", 12" Meets or exceeds all applicable requirements of ANSI/AWWA C509 and C515, 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 Flange end drilling complies with ANSI B1 6.42 Class 150 Iron body with nominal 10 mils MUELLER Pro-Gan:16 Epoxy Fusion Coated interior and exterior surfaces O Epoxy coating meets or exceeds all applicable requirements of ANSI/AVWVA C550 Standard. 0 Iron wedge, symmetrical & fully encapsulated with molded rubber, no exposed iron Non-rising stem (NRS) Triple 0-ring seal stuffing box (2 upper & I lower 0-rings), with fourth 0-ring serving as dirt seal 2" square wrench nut (optional handwheel available) - open left or open right 250 psi9 (1725 kPa/17 barg) maximum working pressure, 500 psig (3450 kPa/35 barg) static test pressure UL Listed, FM Approved: 200 pslg (1300 kPa/13 barg) Mueller valves are designed for potable water application ffFl&d Lok Is a trademark of U.S. Pipe and Found,', Company, used with permission. A-2362-41 -Option E381 Sip-on end on this valve Is not intended for use with Field Loktt restrained gaskets Use valve on page 10. 13C FIRE SERVICE MATERIAL 4"- 12" A-2362-OPTION E381 RESILIENT IMuerCa.1 WEDGE GATE VALVES - SL. x FL. V,1..- rr -I Dimensions Dimension _________ Nominal Size 4 6" on 10" 12" A 14.19 15.00 21.50 25.50 28.62 0 (born) 4.30 6.30 6.30 19.30 12.30 L 4.12 438 5.82 5.62 5.62 R 9.00 11.00 13.60 16.00 19.00 UU(boRcbdedIametar for FL) 7.50 9.50 11.76 14.25 17.00 B (number end size of holes for FL) 8-75 8-58 8-85 12-1.00 12-1.00 W(dstenoebetweenag lug Meeacrosafa000fvidveends) 5.62 10.62 13.12 16.38 1812 FF 10.91 12.73 14.72 1675 16.35 Turns to open 14 20.5 26.6 33 38.5 Vitght 98 152 260 1 400 585 *Aft dimensions we in inches. All weights we In pounds and am approximate. FIRE SERVICE MATERIAL SUBMITTAL HEX BOLT A307 A Low carbon steel 60,000 PSI Chemical Requirements Carbon max 0.29 Manganese max 0.90 d 307 A Phosphorous max 0.04 Sulfur max 0.15 Mechanical Requirements Hardness Bnnel Min 121 Max 241 Hardness Rockwell Min 69 Max 100 Tensile strength (KSl) Min 60 Max Elongation Min 18 IN 2in (50mm) r Black Plain X Zinc Plated 17 Hot Dip Galv r Tripac 2000 Blue ASTM 13633 ASTM Al 53 Dimensional Data Hex bolt dimensions as given in the latest issue of ANSI/ASME B 18.2.1 page Cl. Threads shall be course thread series as specified in the latest issue of ANSI/ASME B1. 1, page A-26. Having a class 2A tolerance. Unless otherwise specified. Hex nuts ASTM A563 ASME B18.2.2 The above information is the abstract of ASTM A307 Grade A Additional information can be found in ASTM A307 DID 2001, ASTM A563, DID 2001. 7"RIPAC 475 Mug Circle-Corona, CA. 92880 (951) 280-4488 - Fax: (951) 2724445 FIRE SERVICE MATERIAL SUBMITTAL TEADIT Style NA 1001 Manufacturer - Teadit - North America, Inc. Compressed Non-Asbestos Gasket Gaskets meet the pressure ratings, drilling and dimensions of ANSI/ASME B16.2.1 Style NA 1001 Compressed Sheet Packing Aramid Fibers/NBR Binder (Green or White) Media Water I Potable & Reclaim Air Brine Sludge Waste Water Low pressure steam Organic and Weak inorganic acids Concentrated and diluted alkalis (PH range from 1 to 11) Chemicals Petroleum and petroleum derivatives Chlorinated solvents Refrigerants Specifications Max. Temperature: 750 (° F) Max Operating Temperature: 460 (° F) Max. Pressure: (Vacuum) 1595 (PSI) Continuous Max (Vacuum) 725 (PSI) Compressability (ASTM F-36) 11 Recovery (ASTM F-36) 60% ASTM: (F7121 20E22M5) Availability X Full Face r Ring r 1/16" Thick X118" Thick Benefits Manufactured from a non-asbestos material formulated for services in most sealing applications as a universal replacement gasket. These gaskets have a non-stick coating. 7'RIP4C 475 Mug Circle-Corona, CA. 92880 (951) 280-4488 - Fax: (951) 272-4445 FIRE SERVICE MATERIAL CUSTOM PIPE & COUPLING INC. FLANGED DUCTILE IRON PIPE Ductile iron pipe is commonly fabricated for use as interior process piping in water and sewage treatment facilities and has been covered by ANSI standards since 1926. Under direction of Committee A/21 of AWWA this standard is subject to periodic review and is updated to include fabricator practices reflecting current usage in the industry. Flanged ductile iron pipe is fabricated by means of threading the pipe and attaching threaded companion flanges in accordance with ANSI/AWWA Cl 15/A21.15. Taper pipe threads in accordance with ANSI B21 table 15.1 and 152 of above standard. Machine tightened flanges and pipe ends shall be faced after fabrication. Length weight and fabrication mark, (if other than flange manufacturer) must appear on each piece of fabricated pipe. RepqintedwlPetmlulon NAPF Sandaid 3-01 CRC (1-1-OD) FIRE SERVICE MATERIAL CUSTOM PIPE & COUPLING INC. FLANGES Class 125 Flanges Standard flanges are plain-faced without projection or raised faces and are furnished smooth or with shallow serrations (re: table 15.3 ANSI/AWWA C115/A21.15). Either ductile-iron or gray-iron flanges may be used unless otherwise specified by the owner. Flanges shall conform to the respective chemical and physical properties specified for gray-iron and ductile iron fittings in ANSI/AWWA Cl 10/A21. 10, Standard for Ductile-Iron and Gray-Iron Fittings, 3 in. through 54 in., for Water and Other Liquids. Flanges are to be adequately marked as C. I. or D. I., Class Rating, Manufacturer or Fabricator's mark if different from manufacturer. These flanges are adequate for water service of 250 psi working pressure. Bolt circle and bolt holes can be joined with Class 125 ANSI B16.1 or Class 150 ANSI B16.5 flanges. However, these flanges cannot be joined with Class 250 ANSI B16.1 flanges, flanged fittings and valves. Class 250 Flanges These flanges as shown in ANSI B 16.1 are larger, thicker and possess different bolt circles and may have more bolt holes. They cannot be joined to Class 125 flanges. They are rated for 250 psi working pressure. 8" Class 250 8" Class 125 OD BC Th 111.1 WT 15.00 13.00 1.56 12 51 13.50 OD 11.75 BC 1.12 Th 8 HI.1 30 WT 250 PSI 250 PSI WORKING PRESSURE WORKING PRESSURE Note: Class 250 flanges have raised faces. If Class 250 flanges have raised faces, they should not be mated with flat faced Class 250 flanges. flpdntedwlIrmlu1on NAPF Standard FIRE SERVICE MATERIAL 93.02 CPC (1-1-99) FEATURES MODEL 475 UNDERGROUND OPTIONAL INSTALLATION (WITH MODEL MJS- MECHANICAL JOINT BY MECHANICAL JOINT VALVE SETTER) SPECIFICATION SUBMITTAL SHEET Sizes: 0 2 1/2" 0 3" U 4" Xs" Madmum working water pressure Madmum worldng water temperature MJS-Mechanical Joint by Mechanical Joint MJFS-Mechanical Joint by Flange FLS-Flange by Flange 08" 010" 175 PSI 140°F AWlVAC153438 AWWA 0153-88 ANSI B16.1 CLASS 125 APPLICATION Designed to ease the installation of the N-Shape Wilkins Model 450 and 475 series Backflow Prevention Assem- blies. Ideal for retrofitting exisiting installations, or where space is limited. The integral thrust support between the elbows eliminates the need for additional thrust blocking. MATERIALS Setter body Ductile Iron ASTM A 536 Grade 4 Coatings FDAApproved fusion epoxy finish ACCESSORIES 0 Flange by grooved adapter (FLA) 0 Bolt Kit (BK) MODEL MJFS MODEL MJS DIMENSIONS & WEIGHTS (do not include pkg.) MODEL WEiG1ff lbs. kg FOR MODEL A In. I mm B In. mm c In. mm 212-FLS 2112'ALL 36 914 26 660 5 127 50 23 3-.FLS 3'-ALL 38 965 27 686 51/2 140 58 28 3.MJFS I 3"-ALL 35 13/16 910 27 686 51/2 140 57 26 3-MJS 3'-ALL 3513/16 910 27 688 47/18 113 55 25 4-FLS 4' ALL 3151116 795 185/16 465 61/2 165 82 37 4-MJFS 4' ALL 295/16 745 185/16 465 6112 165 90 41 441J3 4' ALL 295/16 745 185/16 465 77/8 200 96 44 6.FLS ALL 343/4 883 1811/16 475 8 203 188 75 6-MJFS 6" ALL 323/4 832 1811/16 475 8 203 160 73 6-MJS 8' ALL 323/4 832 1811/16 475 71116 179 178 81 8-FLS 8' ALL 47 1194 29 737 9 229 224 102 8-MJFS 8ALI. 445/8 1133 29 737 9 229 215 98 8-MJS 8" ALL 445/8 1133 29 737 713/16 198 194 88 10-FLS 10' ALL 51 1295 29 737 11 279 278 126 10-MJFS 10' ALL 47 1194 29 737 11 279 257 117 10-MJS 10' ALL 47 1194 29 737 9 229 227 103 SPECIFICATIONS The mechanical joint by flange and mechanical joint by mechanical joint valve setter shalt meet AVWVA 0153-88 and the flange by flange valve setter shall meet ANSI B16.1. The assembly shall be FDAApproved fusion epoxy coated ductile iron (ASTMA536 Grade 4). The setter shall be a Wilkins Model FLS, MJFS or MJS. D1ICr PLW DOCUMENT #: REVISION: BF-SETTER 11103 WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Rabies, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Or., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Webslte: httpl/www.zurn.com FIRE SERVICE MATERIAL Features Sizes: 4", 6" , 8", 10" 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 816.1 Class 125 Dimensions & Weights (do not include pkg.) Model 450DA WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (Unless otherwise noted, applies to sizes 4" thru 10°) ASSE® Listed 1048 GSA® Certified (4' & 6") AWWA Compliant C 510, and C550 UL® Classified C-UL® Classified FM® Approved NYC MEA 26-00-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASIM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series Options (Suffixes can be combined) O - with OS & V gate valves (standard) O L - less shut-off valves (grooved body connections) 0 LM - less water meter O - with remote reading meter 0 - with gpm meter (standard) O - with cu ft/min meter O G - with groove end gate valves 0 FG - with flanged inlet gate connection and grooved outlet gate connection E] FS - with cast iron Wye type strainer (flanged only) 0 FSC - with epoxy coated wye type strainer (flanged only) OBGVIC - with grooved end butterfly valves with inte- gral supervisory switches O P1 - with Post Indicator Gate Valve (3 10 Accessories 0 Repair kit (rubber only) Thermal expansion tank (Model XT) O Valve setter (Model FLS or MJS or MJFS) O Gate valve tamper switch (OSY-40) E] Flange by groove adapter (FLA) QT-SET Quick Test Fitting Set DIMENSIONS (ap roximate) WEIGHT MODEL B 8 B C C C - LESS OS&Y WITH SIZE A WITH GATE WITH BFLY LESS GATE OS&Y OS&Y WITH BFLY D GATE GATE BFLY VALVES VALVES VALVES OPEN CLOSED VALVES VALVES VALVES VALVES in. mm in. I mm in. I mm in. mm in. mm in. I mm in. I mm in. mm in. I mm lbs. I kg lbs. kg lbs. I kg 4 100 185/16 465 30 762 705 21 533 22 3/4 578 18 1/4 460 9 1/2 241 8 203 105 47.7 295 134 143 65 6 150 1811/161475 351/2 902 816 E429/16110811347/16 25 635 301/8 765 233/4 6031101/2 267 174 79 474 215 230 104 8 200 29 737 46 1168 845 37 3/4 959 29 1/4 743 13 330 Ilo 402 182.5 878 399 29 737 471/2 1207 1207 347/16 845 45 3/4 524 250 1162 353/8 899 13&16 338 420 1 191 11076 489 606 275 Zum Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. B Date: 12/13 Document No. BF-450DA Patent No. 5,913, 331 Product No. Model 450DA Page 1 of 2 Flow Characteristics MODEL 450DA 4" & 6" (STANDARD & METRIC) FLOW RATES (us) 25.2 50.5 75.7 ORated Flow (established by approval agencies) 100.9 103? Cl) 69 34 Cl) w of 103 a 4> DIRECTION OF FLOW Al OUTDOOR INSTALLATION MODEL SIZE in. mm DIMENSIONS (approximate) Al SETTER END TO END FLS in. I mm Al SETTER END TO END MJS i,n. .rna 4 i 100 .315/161 795 29.313 745 6 I 150 1 343/4 1_884 32.75 832 8 I 200 1 47 1 1194 44.625 1133 iol 250 1 51 1 12951 47 1194: o 400 800 1200 1600 FLOW RATES (GPM) MODEL 450DA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 252.4 615 IL (200mm) 10 CL 0 1000 2000 3000 FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the as- sembly shall be mounted above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. PROTECTIVE ENCLOSURE WILKINS VALVE SETTER MJFS 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" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 Specifications The Double Check Detector Backf low Preventer shall be ASSE® Listed 1048 and supplied with full port OS & Y 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 NORYL TM, the stem shall be stainless steel (ASTM A 276) and the seat disc elasto- mers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Preventer shall be a ZURN WILKINS Model 450DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario 1_4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 . ftANGE nsmitc IN INCHES Size Inches Diameter DI Pipe Range O.D. Bolt Circle Diameter Range Thickness '9" Bolt iii"1 Diameter Size I 2 2.51 6.00 4,75 0,62 0.750 5/8x2,25 4 3 3,96 7.50 6.00 035 0.750 5/8 x 2,25 4 4 4.80 9.00 7.50 0.94 0.750 5/8x 3.00 S. 6 6.0 liMO 9.50 1.00 0.875 3/4 x 3.50 8 8 9.05 13.50 11.75 1.1.2 0.875 3/4x350 8 10 11.10 16,00 1415 1.19 1.000 7/8x400 12 12 13.20 19.00 .17.00 125 1.000 7/8x 4,00 12 14 1530 21.00 18.75 1.38 1125 lx 4.50 12 16 17.40 23.50 21.25 1.44 1.125 14.50 i 6 18 19.50 25.00 22,75 1.56 1.250 1-1/8i5.00 16 20 21.60 27.50 25,00 1.59 1.250 1-1/8x5.00 20 24 25,80 :32.00 2950 1,88 1.375 i.1/4x5.50 20 30 32.00 38.75 36,00 2.12 1,375 1-1/4x5.50. 23 36 38.30 46,00 42.75 2.38 1,625 1-1/2x7,00 32 42 4450 53.00 49.50 2.62 1.625 14/2 x 7:50 36 48 50.80 59.50 5&00 2.75 1.625 1-1/2x8.00 44 I 28U - Flange Joint TYLER UNION ANSIIAWWACIIO!A21.10 Q&ilty POdLCt5 Full Body Ductile Iron Fittings www.tyleninlon.wm Revised 4/2013 IQNPOMESTIC PRODUCT SUBMITTAL Current Re,is1,zs Apply for all Lh:td Standards ....................2" through *64" ('Contact Tyler Union for 54"..64" Flange fitting inforthatlon) STANDARDS.. ..... .......... ANSI/AWWA C110/A21.10, NFPA 13/24, 3R - 12 UL listed and approved (File Tyler Union) Cast of ASTM A536 qualified ductile Iron.. Date code is cast on and required for traceability PRESSURE RATING:... *2" through 4.8" flanged fittings rated at 250 psi. 'Note With the use of rubber annular ring flange gasket, 2 -24" fittings can be rated at 350 psi DEFLECTION'............. Deflection is "not" recommended for flange joint fittings due to the rigidity of the joint upon completion of installation NSF-61 & NSF472......Meets all requirements including Annex G, Tyler Union's Underwriters Laboratory listing MH16439 COATING: ..................Asphaltic or Primer per ANSI/AWWA C104/A21.4, Standard primer Is Tnemec Pots Pox 140N-1211 Contact Tyler Union for additional coating options CEMENT LINING:..........Per ANSI/AWWA C104/A21.4, with double cement lining available upon request EPDXY COATING: ......... Fusion bonded epoxy per ANSI/AWWA C116/A21.16. Additional coatings available upon request. E.......................... Available upon request FLANGES: .................. ANSI Class-125 per ASME B16.1 and ANSI/AWWA C111/A21.11 Note; 'ANSI Class 250 ASME 816.1 flanged fittings available upon request Note: 'Due to larger bolt sizing and bolt circle, Class 250 flanges are "not" compatible with Class 125 flanged fittings. AWWA C110 and AWWA C115 Class 125 flanges are compatible. FLANGE TiilCKNESS:. ANSI/AWWA C115/A21.15 standard class 125 template for drilling bolt holes Note: Drilling templates are in multiples of 4, so that fittings may be made face to in any quarter. Bolt holes shall straddle the center line. FASTENERS: .............. Per ANSI/AWWA C111/A21.11 and/or ASTM A242 high strength low alloy weathering steel INSTALLATION: .......... Per AWWA C600 and C651 using pipe conforming to ANSI/AWWA C151/A21.51 'Tyler Union Waterworks Contact Information' ... Ldm 11910 CR 492 s Tyler, Texas 75706. (800) 527-8478 Anniston: 1501W 171, St • Anniston, AL 36201 e (800) 226-7601. Corona: 1001 El Camino Aie. • Corona, CA 92879 . (866)527-8471 . 68 FIRE SERVICE MATERIAL <S> 4 (@ @ SIGMAT, Quality Service - Commitment - Delivered,, CIIO DUCTILE IRON FLANGED FITTINGS BASIC SPECIFICATIONS SIZES: • 2"-64" MATERIAL: • Ductile Iron ASTM A536 Grade 6042-10, 65-45-12 or 70-50-05. PRESSURE: • 250 PSI Water Working Pressure for Ductile Iron sizes 2" - 48. • 150 PSI Water Working Pressure for Ductile Iron sizes 54" - 64". TESTING: • In accordance with ANSI / AWWA C110 I A2110 where applicable, • Other items are in accordance with manufacturer's standards • 54" and above Flanged Fittings are manufactured as per AWWA C153/A2153. • All fittings are hydrostatically tested in accordance with SIGMA Quality Management Standard. • All fittings are heat coded to ensure traceability and verification of metallurgical properties in accordance with SIGMA Quality Management Standards, LAYING LENGTH: • In accordance with ANSI I AWWA C110/ A21.10 where applicable. • Other items are in accordance with manufacturer's standards. • 54" and above Flanged Fittings are manufactured as per AWWA C153/A21.53. CEMENT LINING: • Double cement lined in accordance with ANSI/AWWA C104 /A214, COATING: • Interior of fitting is seal coated (asphalt material) in accordance with ANSI / AWWA C104/A21.4 and NSF61 approved. • Red Primer Outside. • For special conditions, other types of coatings and linings are available.: • Please specify when ordering. GASKETS: • SBR In accordance with ANSI/AWWA C111/A21.11 & ANSI/AWWA C111/A21.11. • Also available in EPDM, NBR and CR. APPROVALS: • 2'-16" Underwriters Laboratories listed and Factory Mutual Approved. STANDARDS: • Certified to NSF6I Standard including Annex G. • ANSI I AWWA CiIO / A21.10 Where applicable. • Other Items are in accordance with manufacturer's standards. • Sr and above Flanged Fittings are manufactured as per AWWA C153/A21.53. INSTALLATION: • Per ANSI/AWWA C600 and Clii using DIP conforming to C150/C151 and PVC pipe conforming to 900/ C905. I I I I_ I N V 1%-L- IV If-% I L.1 %I f-% L. ed Fittings I" - 64 DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile Iron per ASTM A536 PRESSURE: 2S0 PSI ratiingfor 1"-48"sizesand ISO PSI rating for s4"-64' TESTING: In accordance with ANSI/AWWA C1IO/A21.10, UL and FMrequfrensents LAYING LENGTH: 2"- 48" sizes in accordance with ANSI/AWWA C110/A2I.10 and ANSI B16.1 and 54' -64" sizes In accordance with ANSI/ AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings DRILLING: In accordance with ANSI/AWWA C11O/A2L10, ANSI/AWWA C153//s21.53 and ANSI B16.I Class 125 Flanges CEMENT LINING: In accordance with ANSI/AWWA C104/A2L4-sizes I"- 3" single thickness and sizes 4"- 64" double thickness COATING: Asphaltic seal coat Inside In accordance with ANSI/AWWA C104/A21.4 and prime coat outside APPROVALS: 2"- 12" Underwriters Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating. Please consult factory for detail listing and approvals. 2' and greater are UL/NSF-61. DIMENSIONS: All dimensions are in inches unless noted otherwise IP1WDHUHl l NOX oi, BOLT BOlE BOLTS - ShE NIL 51111 ' 04%. 1 4.25 3.12 0.44 0.62 45x2 4 $OO 488 0.56 1162 -. 2 6.00 4.75 0.62 0.73 %x2 V4 4 700 - 5.50 0.69 0.75 - 4 3 750 600 075 073 %z2½ 4 $ 9.00. 750 095 0'S 8 5 1000 850 094 088 ;sx3 - a - 6 2'00 950 100 098 - 8 8 13.50 11.75 1.12 0.88 44z31A 8 10 1600 I4S 119 190 12 12 19.00 17.00 1.25 1.00 %x4 12 14 2100 1875 138 113 1"e4',z 12 16 23.30 21.23 1.44 1.13 Ix4½ 16 18 2.300 22..7S 146 12.5 1e5 10 20 27.50 25.00 1.69 1.25 1 ½x3 20 24 i2.00 29,50 1,88 20 30 38.75 36.00 2.12 1.38 P.4x6½ -28-,-- 36 44.00 125 218 163 I7 32 42 33.00 49.50 2.62 1.63 1 Yax7 ½ 36 48 - $9.50 56.00 2.75 LAS I ½t8 44 54 66.25 62.73 3.00 2.00 144 x8 ½ 44 60 no 49.35 3,13 3,t)O Li9 52 64 80.00 76.00 3.38 2.00 144x9 52 UCATJSSI ucwrasssT'snsw.exopsraapuupllooucrs zrspiooucra O HOU1IVNPOI&va1UiLFREE I-999-3 FAX151-55$C Page 39 FIRE SERVICE MATERIAL A. <&> AWWA AJ MEMBER YL WK *1021%, NO. DESCRIPTION MATERIAL 1 Body. Ductile Iron. 2 Seat Ring Assembly Bronze 3 Seat Ring Gasket Buna 4 Pipe Plug Steel 5 Screw Stainless Steel MATERIAL LIST M=M0NMMW=WM M= MMMMOMMMON MMMMMMMMWEMMOMM MM 11:C10:023C HEAD LOSS PSI UNITED BRASS WORKS, 1N( I, 714 S. Main St. Randleman N.C. 27317 Rcstet Tel: 800-334-3035 Fax: 800-498-4696 www.ubw FLOW GPM Size A 1. B C D 4" 8.56 3.44 6.25 1 3.00 Ship Wgt. qbs.) I Qty. Per clii. 17.01 1 1 Model 68 Threaded Ch!eck Valve Male NPT x Fmale NPT UL Listed' FW Approved Ms anti-water hammer check valvqforflre pump service only! 250 WOG @ 180 °Max 100% Pressure Tested Threaded Ends Equipped with Y2" drain plug *Contains Lead- Not For Use in \yater Systems Intended For Human Consumption* Can be Installed vertically or horizontally Mci,tcs. if 7POTTER I &'ROEMER CONNECTIONS (FDC) / cFIRE PRO EXPOSED FIRE DEPT. INLET 57105734 member of Morris Group lnternat1onaIw l cONNECTION S-CLAPPERTYPE SERIES SPECIFICATIONS TWO-WAY WITH SINGLE CLAPPER, 300 PSI RATED Cast brass two-way inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by model number. Lettering as selected. Size 4" x 2-1/2" x 2-1/2". TWO-WAY WITH DOUBLE CLAPPER, 175 PSI RATED Cast brass two-way Inlet body, drop clappers and pin lug swivels. Size and outlet as selected by model number. Lettering as selected. C®US UL File #EX4078 LISTED Model #8201B ALEI1TE& MODEL 5710 (Shown) MODEL SELECTION PRODUCT OPTIONS TWO-WAY WITH SINGLE CLAPPER 5710 Back Outlet (UL Listed) 4 F El 5715 Angle Outlet (UL Listed) 4 F TWO-WAY WITH DOUBLE CLAPPER 5721 Back Outlet 5722 Back Outlet [j 5723 Back Outlet 5724 Back Outlet 1j 5731 Angle Outlet LI 5732 Angle Outlet 5733 Angle Outlet LI 5734 Angle Outlet FINISHE& l!1 -B Polished Brass U-C Rough Chrome Plated Body ] -D Polished Chrome Plated THREADS: 1N.S.T. LI Other - LETTERING AVAILABLE: AUTO. SPKR. LISTANDPIPE Note: Refer to Model Dimensional Chart for UL & FM Listing Call PotrRoemar- Fir. Fte krcunsnt 081ns and POTTER ROEMERIFIRE PRO b!tnen$lon am subfaillto manufadur.r's takmnw aid may llaswe WOIIt nolica r FlU aautpaani ntJW — J' i Headquarters: Also n: FllsPrnealsaOia3JcIblillyftr use OtW-)Wot ' " PO Box 3527 Na rYazk8OO 526.4592 SllPefV9doc data e *tPrRoenar•Rmft, 'U - c1t1, of Industry. CA Chicago (800) 547-3473 Mambsro!Mefls OW lntemaUonol'" P!aase atats •: ' I I LIJ g',\ r'"ASPE iff'' L- j) 91744 U.SA Los AngeiesArea 800-368-3473 Atlanta (000) 782.0542 Miami (868) 981-3473 Dallas (866) 644-3473 57105734 SIBI $ Date: 12/11118 NFP ' 626.8554890 www.potterroemer.com N WARNING: Cancer and Regrodudtive Harm - www.P65Waminqs.ca.gov Series IBR In-Building Risers Customizable Sizes: 4" - 10" (100- 250mm) 6'x6' standard length (custom lengths from 3'- 20' available) ES-A-In Job Name Contractor Job Location Engineer Contractor's P.O. No. Approval Representative 31 Building How Building Perimeter wag Features Cost savings Corrosion resistant stainless steel construction, type 304 Ease of installation and light weight allows one person to position and handle the riser Minimal site preparation; joint restraint one- piece construction reduces time and labor; no missing parts, no leaks; easily Identifiable for approvals Includes Test Cap and Coupler ULJFM approved Sizes: available in 4" - 10" (100-250mm) with various lengths to meet local require- ments Designed to meet NFPA 24 AWWA 0900 Inlet/DIP AWWA C606 Outlet Series IBR In-Building Risers are used to connect the main fire supply to the building overhead fire system. The fitting passes under the foundation without joints and ex- tends up through the floor. Provided with installation tabs, the unit has a CIPS (Cast Iron Pipe Size) coupler for easy connection to the underground supply (AWWA 0900 PVC and Ductile Iron Pipe) and industry standard grooved-end connection (AWWA 0606) on the building side for easy connection to the overhead fire sprinkler system. The IBA features Lead Free* construction to comply with Lead Free* installation requirements. Ames In-Building Risers are precision engineered and manufactured to provide exceptional reliability and reduce installation time & labor costs associated with field assembly. In accordance with NFPA 24, the UL/FM approved In-Building Risers replace numerous fittings, elbows & spools and reduces the possibility of leaks or failure in comparison to traditional installation methods and materials. Factory tested integrity ensures the highest quality installation. The use of stainless steel significantly increases the reliability and life of the riser. *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Mam We &Wekexlw pmduct er,eIcatIona in U.S. tatanay a*a and mrtc are oprodnide and are amldaI for refemlEe oi'y. For Veft meaanre- mania, pe cant Ames We &Wa works TechnW Savke. Ames Re & Wateiwatle renames the Wt change or matEy prutini dedgn, ureitudlon, pesttcaoes, or maWds wtthoit pflar notte andwthnot inmirdng wy obtigetlon to make such dwigee and madh"attena anAmes Rre & Wnierda pnJducte pr4w* FIRE SERVICE MATERIAL 5~ A M E S ra Specifications n-Building Riser shall be Installed as Indicated on the plans. Riser shall be composed of a single extended 90 degree fitting of fabricated 304 stainless steel tubing, maximum working pressure 200psi (14 bar). The fitting shall have a grooved-end connection on the outlet(building) side and a CIPS coupler on the inlet (underground) side. The grooved end shall Include a coupler and cap to facilitate testing of the underground pip- ing. The In-Building Riser shall be an Ames Are & Waterworks Series I6R. Approvals Fittings FM class 1920 UL HKQA (4'-10') <:F:M~ > ( &UOL Dimensions - Weights —0. —I-- A (Flange Optional) 63" B Flanged supply side 33-1/2" h mm A(00) bL mm B It an C It an Oa 4 100 41h 114 b 150 6% 1b8 6 183 8 183 98 44 8 200 8% 219 1 6 183 6 183 129 59 10 250 1 104 273 1 6 183 1 6 183 1 202 92 "ch B (vertical) and C (horizontal) leg Is cualoinizable fern 3' to 20' wIth ULJFM apprals. Consult with your factory representative tor details. NFPA - Designed to allow the contractor to conform to NFPA 24 Where a riser is close to building foundations, underground fittings of proper design and type shall be used to avoid pipe Joints being located under the foundations. End Connections Horizontal End: Mates with Ductile Iron Pipe and AWWA C900 Pipe (PVC Pipe with Ductile Iron Pipe EquiValent 00's) Utilizes Gasket conforming to UL 157 with "Lock In" gasket configuration SIZE (DtJ) MUIl[lilIl1I1I Ii. mm in. nan 4 100 4.8 122 6 150 6.9 175 8 200 9.1 230 10 250 1 11.1 282 Vertical End: Meets AWWA C-606 dimensions for roll grooved pipe Meets AWWA C-207 class D for flanges Ratings Meets AWWA C-900 pressure class 200, DR 14 Pipe Testing Welds are 100% leak tested at the factory sam PSF bar 4 100 1000 70 111111VTORM11111111 Inquire with governing authorities for local installation requirements NOTICE The information contained herein is not intended to replace the full product installation and safety Information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. A Watts Water Technologies Company USA. Backifow Tel: (97 689-6066 • Fax: (978) 975-8350 • AmeaFlreWater.com USA Control Valves Tel: (71 943-0588 • Fax: (713) 944-9445 • /rnesFlreWatar.com Canada; Tel: (905) 332-4090 • Fax: (905) 332-7068 • rnesflreWate.ca Latin America: Tel: (52) 81-1001-8600 • Fax (52)81-8000-7091 • AmesRreWater.coni ES-A-inBuilciingFiser 1540 02015 Ames Rre & Waterworks FIRE SERVICE MATERIAL Bronze Service Saddle with Double Bronze Straps Outlet tapped with eitherAWWA taper (C.C.) orAWWALP thread (FLRT.) For use on AC** pipe, cast iron or ductile iron pipe and cast iron O.D. 200 psig (1379 kPa) maximum working pressure Brass body flattened silicon bronze straps Rolled strap threads 0-ring sealed outlet 3/4" thru 2" tap sizes (1/2" or 5/8" some styles) Meets all applicable parts of ANSI/AWWA C800 NSF 61 Certified J-979 Series Nominal Pipe Size in Inches Pipe O.D. Range* I Thread Type Tap Size Inch mm 3/4'r Tap Part Number l"Tap Part Number 1-1/4" Tap Part Number 1-1/21' T4 Part Number 2"Tap Part Num 4" 4.47-5.32 121.0-135.0 CC IP 38-110 6" 6.84-7.45 174.0-189.0 CC 38-1022 38-1023 38-1099 38-1135 38-1171 IP 38-1020 38-1021 38-1609 38-1117 38-1153 _____ 8.99-9.67 9.0-245.0 CC 38-1034 38-1035 38-1102 38-1138 38-1174 IF 38-1032 38-1033 38-1083 38-1120 38-1156 10" 11.04-12.12 281.0-307.0 CC 38-1050 38-1051 38-1104 38-1142 38-1178 IF 38-1048 38-1049 - 38-1124 38-1160 12" 13.14-14.58 334.0-370.0 CC 38-1062 38-1063 38-1109 38-1145 38-1181 IF 38-1060 38-1061 38-1090 38-1127 38-1163 14" 15.22-16.88 386.6-428.7 CC 38-1070 38-1071 - 38-1147 38-1183 IF 38-1068 38-1069 - 38-1129 38-1165 16" ______ 17.32-19.19 439.9-487.4 CC 38-1074 38-1075 - 38-1148 38-1184 IP 38-1072 38-1073 - 38-1130 38-1166 18" 18.00-19.50 457.2-495.3 CC 38-1700 38-1701 38-1703 38-1704 IF 38-1705 38-1706 38-1708 38-1709 20" 20.00-24.30 508.0-624.8 CC 38-1710 38-1711 38-1713 38-1714 IF 38-1715 38-1716 N77 38-1718 38-1719 24" 24.00-25.80 609.6-655.3 CC 38-1720 38-1721 38-1723 38-1724 IF 38-1725 38-1726 38-1728 38-1729 A-C pipe. ciasser 150-200 per ASM C295 and AWWA C400— actual O.D. of pipe being used must fall within the pipe O.D. range listed In the preceding cbatta. Centrifugally cast pipe, classes 50-250 per ANSI/AWWA C102/A212; ANSJIAWWA C1061A21.6;ANSI/AWWACIOS/A212. and Federal specification WW-P-421. Ductile iron pipe. classes 5046 per ANSI/AWWACISI/A21.Sl; Cast iron O.D. PVC plastic pipe per AWWA C900. "The outside diameter of A-C pipe varies from manufacturer to manufacturer, to make cenain you select the proper clamp 1) Determine the OD. of the pipe at the point of saddle installation; 2) From the pipe O.D. tango column of the above chart. choose a saddle that has a pipe O.D. range that includes the determined pipe diameter. AVIPIIt Use on A-C pipe, which contains a known carcinogen, requires appropriate protective equipment and procedures be employed. 211 DOMESTIC WATER SERVICE MATERIAL