Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2215 CALLE BARCELONA; ; FPC2020-0085; Permit
t'city of Carlsbad F eiae:r1miiIt Print Date: 07/30/2021 Permit No: FPC2020-0085 Job Address: 2215 CALLE BARCELONA, CARLSBAD, CA 92009-2918 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel #: 2552730700 Track #: Applied: 05/12/2020 Valuation: $3,326,318.22 Lot #: Issued: 07/01/2020 Occupancy Group: Project #: DEV02116 Finaled Close Out: 07/30/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: COASTLINE CHURCH Description: COASTLINE CHURCH - UNDERGROUND PLANS Applicant: FPContractor: UNIVERSAL PIPELINE INC UNIVERSAL PIPELINE INC MARK WILSON - 24791 HIGHWAY 74 24791 HIGHWAY 74 PERRIS, CA 92570 PERRIS, CA 92570 (951) 461-9318 (951)461-9318 FEE AMOUNT FIRE Reinspection (per inspection) $193.00 FIRE Reinspection (per inspection) $193.00 FIRE Underground Piping with up to 4 Hyds/Risers $756.00 Total Fees: $1,142.00 Total Payments To Date: $1,142.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov ~J~gjAydraulic Overview Job Number: 01-079 Reoort Descnotion: Liaht Hazard-CORRIDOR CALC Job Job Number DNo,1 Enginoor 01-079 Job Noma: COASTLINE CHURCH PSne Addlool 1 2215 CALLE BARCELONA 50010 Co$iloottoltrJcn000 NolAN, AddN0o2 CARLSBAD, CA. 92008 AHJ Add1000 3 Job Soblboddo,N System Elnally 010000000tion NA NA Moot Domandhrg SpnnMor Data 140005500000 K-Factor at 750.00 C00010go Par5400340, Number 00SprnM000ColaJ010d NA 0 0 SyltNnPr00N00 DN,NM 142.663 750.00 10001 Demand 750.00 @ 142.663 P0000000 RONdO +16.904 (10.6%) Supplies Check Point Gauges Node Name Flow(aom) Hose Flowjgpm) Staticpsi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(mm) 1 Water Supply 1714.00 160.000 158.000 SPG WEST (Hose) 58.909 65.14 500.00 SPG EAST (Hose) 122.226 22.61 250.00 BOR 130.064 65.76 750.00 COASTLINE CHURCH FIRE SPIC PLAN Water Supply at Node 1 (1714.00, 0.00, 160.000, 158.000) 200 - - - - - tatic Pressure 60.000 160 -___ 714.00 @ 158.000 I 140 - 150.00 @ 142.663 - .120 J ioo ystem demand curve 0 60 40 _ 20 o 111111 •jJJ •LI.IJJJ.I.• J.Uj.l.I_I_I till II' II 11111 3150 f905d4001750 2100 2,450 2800 3500 Water flow, gpm f.©M.E.P.CAD, Inc. Ej AutoSPRINK 2019 v1 5.1.19.0 5/11/2020 9:48:30PM Page 1 I IN IHydrau1ic Summary ~3 Job Number: 01-079 Reoort Descnotion: Licht Hazard-CORRIDOR CALC Job Job NoObOt 01-079 Design Engbflowt Job NOON COASTLINE CHURCH State Co,totoo 000fj00000 N000ber Addoni 2215 CALLE BARCELONA AHJ Address 2 CARLSBAD, CA. 92008 Job SlteiN0didlng AddONo S tOoo,bot NOON COASTLINE CHURCH FIRE SPK PLAN System Remote Area(s) Moot 00000dlng Sp,lnldno Dot. K-Factor at 000W000Y NA Job SOWN Manually Flowing 0000 0000noo 00 Sowne 0.00 o.n.oy NA otos of oppOoot100 NA AddI000not HoNw, SN.PllN0 Node Hose At Node 711 Hose At Node 802 Flow(pom) 250.00 500.00 NoObo,OfSpA,1000 Coloototod 000nbonOfNooN100Coloobtod 0 0 C0000ge Po,Sp,10000, NA A,AOPN.A Re.odb P000ooN For RoOOtnAOeO(b)AOOeotTo MONO Rom000ko. Totol 0000 Sttoonno 750.00 Syotom Flow Do,nond 750.00 Total Moor Required (loAding Hone 000wonoo) 750.00 Moobno,, Pronooro Unb.lonno In Loopo 0.000 Mooyroorn V.l002yAb000 O,00nd 33.51 between nodes 799 and 802 Mooinoon Vo100dy UGroorot 7.58 between nodes 4 and 5 V000n,o o.poolly of WOO P000 994.22ga1 WNo000poORy of Sty P000 Supplies Node Name Hose Flow (gprn) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 160.000 158.000 1714.00 1 159.567 I 750.00 142.663 16.904 Contractor C0td,00toeNoobon Cot000f Notno ContoofTho 00mb of C00010000 Phone Extension Add— ¶ FAX Add,000 2 Fonoll Addm0003 WOb.SRN . 0 M.E.P.CAD, Inc. EgAutoSPRINK 2019 05.1.19.0 5/11/2020 9:48:32PM Page 2 'Isummary Of Outfiowing Devices Job Number: 01-079 UDIJLII - Report Description: Light Hazard-CORRIDOR CALC Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose. 711 250.00 250.00 50 112.820 Hose 802 500.00 500.00 100 25.000 c Most Demanding Sprinkler Data (& © M.E.P.CAD, Inc. a AutoSPRINK 2019 v15.1.19.0 5111/2020 9:48:34PM Page 3 1 199 INode Analysis Job Number: 01-079 Rnort Descnotion: Iioht Hazard-CORRIDOR CALC Node Elevation(Foot) Fittings Pressure(psi) Discharge(pm) 1 -5-6 S 142.663 750.00 711 1-0 Hose(-25.000)(31'-O) 112.820 250.00 802 4-0 Hose(-25.000)(31'-O) 25.000 500.00 2 4-10 141.125 3 -4-10 135.259 4 -5-6 132.981 5 0-6 BOR 130.064 6 11-5 T(21-11) 118.981 7 11-5 T(6'-10) 95.504 9 11-5 T(6--1 0) 92.661 10 11-5 P0(21-li) 90.890 11 11-5 P0(6-10) 90.862 12 11-5 P0(5-li) 90.826 13 11-5 T(6-10) 88.848 14 11'-S P0(6-10) 84.212 15 11'-5 P0(6-10) 90.819 33 11-0 122.732 34 -5-0 125.291 669 -5-0 124.885 707 -1.-0 123.097 708 1,-0 P0(12-0), SPG EAST (Hose) 122.226 768 -2-0 E(21'-7) 62.151 798 2'-0 59.792 799 4'-0 P0(12-a), SPG WEST (Hose) 58.909 1 , 0 M.E.P.CAD, Inc. El AutoSPRINK 2019 05.1.19.0 5/11/2020 9:48:35PM Page 4 IRydrau1ic Analysis Job Number: 01-079 Report Description: Light Hazard-CORRIDOR CALC Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route I ..... MS 2.4690 500.00 33.51 120 0.776551 0-8 Pt 33.909 802 799 4-0 4'0 500.00 25.000 58.909 Hose, PO(12'-O), SPG WEST (Hose) 43-0 43-8 Pe Pv MS 6.3570 500.00 5.05 120 0.007761 2-0 Pt 0.016 799 798 4-0 2'-0 58.909 59.792 2-0 Pe Pv 0.867 MS 6.0900 500.00 5.51 150 0.006330 34-0 Pt 0.625 798 768 2-0 -2-0 59.792 62.151 3E(21'-7) 64-8 98-8 Pe Pv 1.734 CM 3.3160 500.00 18.58 120 0.184652 98-5 Pt 27.878 768 14 -2-0 11-5 62.151 84.212 3E(10'-3), T(21'-11), z 52'-7 151-0 Pe Pv -5.816 BL 1.4160 54.02 11.01 120 0.189781 17-8 Pt 4.636 14 13 11-5 11-5 84.212 88.848 PO(6'-10) 6-10 24-5 Pe Pv BL 1.4160 30.88 6.29 120 0.067440 22-5 Pt 1.970 13 15 11-5 11-5 88.848 90.819 PO(6-10) 6-10 29-3 Pe Pv CM 3.3160 30.88 1.15 120 0.001070 7-2 Pt 0.008 15 12 11-5 11-5 90.819 90.826 7'-2 Pe Pv CM 3.3160 54.02 2.01 120 0.003010 12-0 Pt 0.036 12 11 11-5 11-5 23.14 90.826 90.862 Flow (q) from Route 5 12-0 Pe Pv CM 3.3160 29.15 1.08 120 0.000961 7'-2 Pt 0.028 11 10 11-5 11-5 90.862 90.890 P0(21-11) 21-11 29-1 Pe Pv BL 1.4160 29.15 5.94 120 0.060621 22'-5 Pt 1.771 10 9 11-5 11-5 90.890 92.661 T(6-10) 6-10 29-3 Pe Pv, BL 1.4160 54.02 11.01 120 0.189781 4-9 Pt 2.842 9 7 11'-S 11-5 24.87 92.661 95.504 Flow (q) from Route 4 E(3-5), T(6-10) 10-2 15-0 Pe Pv 0.000 CM 3.3160 500.00 18.58 120 0.184652 95'-0 Pt 23.478 7 6 11-5 11-5 445.98 95.504 118.981 Flow (q) from Route 3 E(10'-3), T(21'-11) 32-1 127-2 Pe -0.000 Pv FR 4.3160 750.00 16.45 120 0.108310 10-11 Pt 6.350 6 5 11-5 0-6 250.00 118.981 130.064 Flow (q) from Route 2 CV(30'-10), f, BV(16-10), BOR 47-8 58-7 Pe Pv 4.733 UG 6.3570 750.00 7.58 150 0.010874 12-0 Pt 0.316 5 4 0-6 -5-6 130.064 132.981 LtE(17-1) 17-1 29-1 Pe Pv 2.601 MS 6.0900 750.00 8.26 150 0.013401 170-0 21'-7 191-7 Pt 2.567 Pe -0.289 Pv 4 -5-6 132.981 3 4-10 135.259 E(21-7) MS 6.0650 750.00 8.33 120 0.020660 12-0 Pt 5.866 3 2 4-10 4-10 135.259 141.125 2GV(0'-O), 2T(0-0), BFP(-5.618) 0'-0 12-0 Pe Pv MS 6.0900 750.00 8.26 150 0.013401 50-0 Pt 1.248 2 1 4-10 -5-6 141.125 142.663 2E(21'-7), S 43'-2 93-2 Pe Pv 0.289 0.00 Hose Allowance At Source 1 750.00 Route ..... MS 2.4690 250.00 16.75 120 0.215409 0-8 Pt 9.406 711 708 1-0 11-0 250.00 112.820 122.226 Hose, P0(12-0), SPG EAST (Hose) 43-0 Pe MS 6.3570 250.00 2.53 120 0.002153 7-0 Pt 0.004 708 707 1-0 -1-0 122.226 123.097 2-0 Pe Pv 0.867 MS 6.0900 250.00 2.75 150 0.001756 9-0 Pt 0.054 707 669 -1-0 -5-0 123.097 124.885 E(21-7) 21-7 30-7 Pe Pv 1.734 MS 4.2300 250.00 5.71 150 0.010358 20-0 Pt 0.406 669 34 -5-0 -5-0 124.885 125.291 E(19-3) 19-3 3'-3 Pe Pv © M.E.P.CAD, Inc. EjAutoSPRINK 2019 v15.1.19.0 5/11/2020 9:48:36PM Page 5 UDIAL.J MlIHydraulic Analysis Job Number: 01-079 Report Description: Light Hazard-CORRIDOR CALC Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 6.3570 250.00 2.53 150 0.001425 12-0 Pt 0.041 34 -5-0 33 1-0 125.291 122.732 LtE(17'-l) 17-1 29-1 Pe Pv -2.601 FR 4.3160 250.00 5.48 120 0.014190 11-10 Pt 0.766 33 1-0 6 11-5 122.732 118.981 E(14-0), T(28-1) 42-1 53-11 Pe Pv -4.516 =. ..... Route 3 ..... CM 3.3160 445.98 16.57 120 0.149447 43-5 Pt 11.292 14 11'-5 7 11-5 54.02 84.212 95.504 Flow (q) from Route I E(10'-3), T(21 '-11) 32-1 75-7 Pe Pv 0.000 =. ..... Route 4 ..... BL 1.4160 24.87 5.07 120 0.045187 29-7 Pt 1.799 11 11-5 9 11-5 90.862 92.661 P0(6-10) E(3'-5) 10-2 39-10 Pe Pv Route ..... BL 1.4160 23.14 4.71 120 0.039547 29-7 Pt 1.978 13 11-5 12 11-5 88.848 90.826 T(6-10) T(6-10), P0(6-10) 20-5 50-0 Pe Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. Ig AutoSPRINK 2019 v1 5.1.19.0 5/11/2020 9:48:36PM Page 6 1l1ydraulic Analysis Job Number: 01-079 eport uescnpluon: LI9fli M aFU4.AJrr(IlJUN L.MU. Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Elevation Discharge k-Factor Pt Pn Fittings Eq. Length Summary Upstream }Total Length I Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaW Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Wlliams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer I Tee Flow Turn 90° Tr Tee Run U Union WrF Wrsbo WMV Water Meter Valve Z Cao , © M.E.P.CAD, Inc. .a AutoSPRINK 2019 V15.1.19.0 5/11/2020 9:48:36PM Page 7 OL IVULN Municipal Water District Fire Flow Test Results Asset ID # WFHD5120 I GP # I W589999 I EAM # I 335347 Flow Test Requested By: Rios Fire Protection, Inc. Telephone: 760-212-0956 Email: junior@riosfireprotection.com Project Name:2215 Calle Barcelona OMWD Personnel Conducting: M. Keller, B. Rickards Date: 4/23/20 rime: 6:15 am Address: 2215 Calle Barcelona City: Carlsbad bounty: San Diego Pressure Zone: 437 Hydrant (flow) Elevation: 89'feet Pipe Diameter: 12 inches Hydrant (gauge) Elevation: 91 feet Pipe Diameter: 12 inches Reservoirs Involved: Denk P.R. Stations Involved: RSF North,RSE South,Vails 1,La Costa South,Gardendale,Village Park West,Southeast 2Quail Gardens Distribution System: LiDead End Looped Static Pressure (prior to flow test): 160 P.S.I. Residual Pressure (during flow test): 158 P.S.I. PIlOT Residual Pressure, 2 1/2 inch port: 120 P.S.I. Calculated Flow: 1714 G.P.M. Comments: Test Results Reviewed By: Vr— K - •-- - . 2215 Cttin 'Community Church 2402 2404 2406 1 2408 1 2410 / 2412 OMWD Fire Flow Test Request Fee:$4 00 Needed: map indicating one hydrant to be flowed and one hydrant to be gauged. Date Processed: 4/22/2020 Fire Flow Requested by. Rios Fire Protection, Inc. Phone number: 619-212-0956 E-mail: juriior@riosfireprotection.com Test Address:2215Calle Barcelona,Carlsbad, CA 92008 C79ty o f Carlsbad January 09, 2020 Jensen Hughes 11545 West Bernardo Court, Suite 300 San Diego, CA 92127 Attn: Garrett Kaye Subject: Alternate Materials and Methods Request Coastline Community Church 2215 Calle Barcelona Carlsbad, CA 92009 Dear Mr. Kaye: We have reviewed your alternate materials and methods request and are granting approval as requested. A summary of our findings is outlined below and includes the facility description, request, and Carlsbad Fire Department's (CFD) conditions of approval. Project Information: Project: New Children's Ministry Center 2215 Calle Barcelona Carlsbad, CA 92009 Tract 88-03-2, Lot 482 Owner: Coastline Community Church 2215 Calle Barcelona Carlsbad, CA 92009 (760) 753-0886 Request In accordance with Section 104.9 of the 2016 California Fire Code (CFC), we are requesting an alternate method of fire protection for the project identified below. This is in response to item 11 on the February 13, 2019 fire plan correction letter submitted under Carlsbad Permit # CBC2019-0044. In lieu of extending fire apparatus access roads onto the sloping site, we request that: exterior standpipe hose connections be allowed to serve as starting measurement points for the 150-foot hose pull coverage requirement along the southern façade of the building; and that enhanced sprinkler system design criteria / discharge density be allowed to increase the hose pull distance along the northern façade of the building that fronts on Calle Barcelona from 150 feet to 185 feet. Code Requirement: 2 Fire Department Fire Prevention 1635 Faraday Ave. I Carlsbad, CA 92008 I 760-602-4660 I www.carlsbadca.gov Coastline Church 01/09/2020 CFC Section 503.1.1 requires that fire apparatus access roads be provided that extend to within 150 feet of all portions of the exterior walls of the first story, as measured by an approved route around the exterior of the building. However, Exception 1 specifically identifies that the fire code official is authorized to increase the 150-foot limit where any of the following conditions occur: (I) the building is equipped throughout with an approved automatic sprinkler system installed in accordance with CFC Section 903.3.1.1; or (2) where fire apparatus roads cannot be installed because of location on property, topography, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided. Code Intent: The 2016 CFC is based on the 2015 International Fire Code (IFC). The IFC Commentary provides supplemental information about the intent of code requirements. The IFC Commentary identifies that the intent of Section 503. 1.1 is to limit the maximum length of hose needed to reach any point along the exterior of the building from a fire department vehicle. The normal 150-foot distance is based on the standard length of preconnected hoses carried on fire apparatus. The Commentary further identifies that an "alternative means" as mentioned in Exception 2 could include standpipes or automatic sprinklers. Proposal: We are proposing the following combination of improvements and enhancements to provide fire department personnel with an equivalent or greater level of safety and choice of options in how to respond to a fire event: Construct two exterior stairways on grade that connect Calle Barcelona with the elevated project site. One stairway is located near the northeast corner of the building, and the other is located near the northwest corner of the building. Each stairway will be a straight-run without switchbacks, measuring 60 inches wide. Provide two exterior standpipe hose connections, with one located near each back corner of the building (southeast and southwest). These would provide full hose pull coverage for the entire southern façade, limiting the worst case distance to approximately 120 feet in the middle between standpipes. We have attached a highlighted grading plan (Drawing No. 423-IC) that identifies the proposed location of these four-inch wet standpipes. Increase the design density of our light hazard sprinkler system by 50-percent, from 0.10 gallons of water per minute per square foot (gpmlsqft), to 0.15 gpnilsqfl. The sprinkler system will still be considered light hazard for things like maximum spacing, and the design area will remain the same as well. Coastline Church 01/09/2020 Justification: Providing two separate site stairways will give the fire department multiple response options to access the project site in the event of an emergency. Having straight-run stairways without switchbacks that are each 60 inches wide will make it easier for fire department personnel carrying gear or equipment to negotiate the 15-foot elevation difference between the project site and Calle Barcelona with minimal difficulty. Providing exterior standpipes near the southeast and southwest corners of the building will actually reduce the hose pull distance along the southern façade down to approximately 120 feet, which is a 20-percent reduction below the normal code maximum of 150 feet. So, the shorter hose pull distance is one benefit to responding fire department personnel. Also, having additional connection points on site (beyond just the fire trucks on Calle Barcelona) will give fire department personnel extra options in how to best respond to a fire event on the back half of the building. The CFC identifies that a building having automatic sprinkler protection in accordance with Section 903.3.1.1 (i.e., NFPA 13) could be sufficient on its own for an increase in hose pull distance to be allowed where approved by the fire code official. For instance, the City of San Diego has a written policy that specifically allows sprinidered buildings to automatically increase their hose pull distance to 200 feet. We recognize that the City of Carlsbad does not automatically allow this same increase to 200 feet for any building with a sprinkler system, which is why we are offering an enhanced level of protection above and beyond normal code requirements via a 50-percent higher design density for our light hazard sprinkler system: Buildings that are equipped throughout with automatic sprinkler protection in accordance with Section 903.3.1.1 / NFPA 13 do a much better job of limiting the size and speed of fire growth compared to a non-sprinidered building where the same prescriptive 150-foot hose pull limit would normally apply. In this case, our sprinkler system will be enhanced even further, to provide 50-percent more water on a fire than a standard NFPA 13 light hazard system would minimally require. This will further limit fire growth from the time of system activation to the fire department arriving on site and beginning their response operations. CFD's Response The above stated proposal and justification has been evaluated against requirements held in the California Fire Code and local amendments by the City of Carlsbad. Although we do not concur with the City of San Diego's amendments to their Fire Code, we do feel that the proposal should be considered by the Carlsbad Fire Department in this instance. After consideration, the above proposal provides a reasonable level of fire safety and meets the intent of the requirements associated with fire department access for commercial properties. The Carlsbad Fire Department is in agreement that a comparable level of life safety and fire department - Coastline Church ól/09/2020 access could be achieved through the proposed enhancements to walkways, standpipes and increased fire sprinkler densities. It is the opinion of CFD that the proposed site access enhancements will adequately provide life safety and property protection in lieu strict code compliant fire department access. Respectfully, Randall L. Metz Fire Marshal Pc: File Copy 10001 FLOW GPM Size A B C D 4" 8.56 3.44 6.25 3.00 Ship Wgt. (lbs.) Qty. Per Ctn. 17.0 1 UNITED BRASS WORKS, INC. 1j 714 S. Main St. Randleman, N.C. 27317 Tel: 800-334-3035 Fax: 800-498-4696 www.ubw.com Model 68 Threaded Check Valve Male NPT x Female NPT © UL Listed o FM Approved *As anti-water hammer check valve for fire pump service only! 250 WOG 180 ° Max 100% Pressure Tested Threaded Ends Equipped with Y2" drain plug *Contains Lead. Not For Use in Water Systems Intended For Human Consumption* Can be installed vertically or horizontally MATERIAL U F 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 HEAD LOSS PS' POTTER - Model/SeriesNo. ROEMER VALVES 4060-4075 I ' FIRE PR ANGLE HOSE VALVES SERIES Member of Morris Group International'" - - SPECIFICATIONS ANGLE VALVES FEMALE X MALE Cast brass valve with red hand wheel, Female N.P.T. inlet x male hose thread outlet. 300 psi DOUBLE FEMALE Cast brass valve with red hand wheel. Female N.P.T. inlet and outlet. 300 psi MODEL SELECTION VALVES EJ4060 1-1/2" Female x Male Angle Valve 4FM 134065 2-1/2" Female x Male Angle Valve 4 FM 34065-500 2-1/2" Female x Male Angle Valve 500 psi Li 4070 1-1/2" Double Female Angle Valve 4 F III- LJ 2-1/2" Double Female Angle Valve IFMto, 34075-500 2-1/2" Double Female Angle Valve 500 psi OPTIONAL CAPS & FLANGES 134615 1-1/2" Cap w/ Chain 34625 2-1/2" Cap w/ Chain L) 4711 1-1/2" Flange 3" O.D. 134712 2-1/2" Flange 6-1/4" 0. D. c® USTED APPROVW ' If. MODEL 4065 (Shown) PRODUCT OPTIONS FINISHES: U -B Polished Brass 3-C Rough Chrome Plated 3 -D Polished Chrome Plated THREADS: 13N.S.T. 13 Other VARIATIONS: 13 Extended Stem Up to 24" Specify I3 Rocker Lugs (Cap Models Only) 3 -GRV Grooved Inlet (4065 Only) Call Potter Roamer- Fire Pro for current listings and I FIRS EQUIPMENT __ POTTER ROEMER/FIRE PRO I approvals. Dimensions are subject to manufacturer's tolerance and may change without notice. Potter Roemer- fl MANUFACTURERS ASSOCIATION GNMA Headquarters: Also in: I Fire Pro assumes no responsibility for use of void or P.O. Box 3527 New York (800) 526-4592 I superceded data. © Copyright Potter Roamer- Fire Pro, City of Industry. CA Chicago (800) 547-3473 I poltewoemorcom for most current speaffcabons Member of Morris Group International'" Please visit 91744 H IM61 - (j c""A P E O U.S.A. Attanta (800) 762-0542 I Los Angeles Area Miami (866) 961-3473 I 800-366-3473 Dallas (866) 644-3473 I 40604015 SERIES Date: 10/20/15 WON . 626-855-4890 wwwøotterroemer.com I A WARNING: Cancer and Reoroductive Harm - www.P65Warninas.ca.aov -T 34" - B 1O" (Open 9" (Closed: 0 MODEL 4060-4065 MODEL 4065-GRV MODEL 4070-4075 C Female X Female - E -i R,$t POTTER -Model/Series No. I ROEMER VALVES 4060-4075 L_FIPEppo ANGLE HOSE VALVES SERIES Member of Morris Group Internet ionalo MODEL DIMENSIONS Size Closed Open A B C C 0 E 1-1/2 2-1/4 3-1/2 6-1/2 7-1/2 2-1/2 2 2-1/2 3-1/2 5 9-1/2 11-1/2 3-1/2 2-3/4 ALL DI1VB4SKNS N INCHES Call Potter Roamer- Fire Pro for current listings and - POTTER ROEMER/FIRE PRO approvals. without notice. Potter Roemer- Dimensions are subject to manufacturer's tolerance may and change FIRE EQUIPMENT MANUFACTURERS'ONFSA Headquarters: Also in: Fire Pro assumes no responsibility for use of void or ASSOCIATION - P.O. Box 3527 New York (800) 5264592 supeiveded data. © Copyright Potter Roamer- Rio Pro, _______ City of Industry, CA Chicago (800)547-3473 Member of Morris Group International Please visit pottenoemer.com for most current specifications. - - [jJ (. 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 (AASPE 800-366-3473 Dallas (866) 644-3473 40604015 SERIES Date: 10/20/15 NFPA 626-855-4890 www.potterroemer.com A IPOTTER / OEMER CONNECTIONS (FDC) I 'FIRE PRO EXPOSED FIRE DEPT. INLET Member of Morris Group lnternat,onaia CONNECTIONS-CLAPPER TYPE-- Model/Series No. 5710-5734 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 2-112" 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. MODEL SELECTION TWO-WAY WITH SINGLE CLAPPER 3 5710 Back Outlet (UL Listed) 4FM 3 5715 Angle Outlet (UL Listed) 1FM Do- TWO-WAY WITH DOUBLE CLAPPER [3 5721 Back Outlet L) 5722 Back Outlet 3 5723 Back Outlet 35724 Back Outlet 3 5731 Angle Outlet 13 5732 Angle Outlet 135733 Angle Outlet [3 5734 Angle Outlet C®US UL File #EX4078 USThD Model #S201B APPROVED MODEL 5710 (Shown) PRODUCT OPTIONS FINISHES: [3-B Polished Brass [3-C Rough Chrome Plated Body EJ-D Polished Chrome Plated THREADS: EJN.S.T. ljOther_ LETTERING AVAILABLE: [3 AUTO. SPKR. LJSTANDPIPE Note: Refer to Model Dimensional Chart for UL & FM Listing Call Potter Roamer - Fire Pm for current listings and - POTTER ROEMER/FIRE PRO approvals. Dimensions em subject to manufacturer's tolerance and may change without notice. Potter Roamer- y- FIRE EQUIPMENT r iv MANUFACTURERS' "4 LJ'I13A ASSOCIATION Headquarters: Also in: Fire Pro assumes no responsibility for use of void or - - P.O. Box 3527 New York (800) 526-4592 superceded data. © Copyright Potter Roamer- Fire Pro, City of Industry. CA Chicago (800) 547-3473 Member of Morris Group International " Please visit pones-roemer.com for most culrent sperfications. [J1J CS PE ' O 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866) 961-3473 51105134 SERIES Date: 12111/18 NFP soou,i . 800-366-3473 Dallas (866) 644-3473 626-855-4890 wwwpotterroemer.com ___ A WARNING: Cancer and Reproductive Harm - www.P65Wamings.ca.gov 7-1/4 MODEL 5721 - 5734 POTTER r - ModeUSenesNo. X\\NA/PEPP0- ROEMER CONNECTIONS (FDC)571O..5734 EXPOSED FIRE DEPT INLET SERIES' CONNECTIONS-CLAPPER TYPE Member of Morris Group international- MODEL DIMENSIONS TWO-WAY WITH SINGLE CLAPPER CM 4%0 q81A oewi--1 L10. 100 UL Listed File #EX4078 MODEL 5710 - 5715 Model #S2018 APP8OVEI TWO-WAY WITH DOUBLE CLAPPER Outlet Approvals Outlet Approvals Size A #EX3314 B C D Back Model No. c®us usyse #EX3314 Angle Model No. c®us usm 5721 Yes 5731 Yes 4x2-1/2x2-1/2 7-1/2 11-1/2 8-1/2 11-1/2 5722 Yes 5732 Yes 6 x 2-1/2 x 2-1/2 9.1/2 10-1/2 9 10-3/4 5723 Yes 5733 Yes 4 x 3 x 3 9-1/2 11-1/2 9-1/2 11 5724 Yes 5734 Yes 6 x 3 x 3 10 11 10-1/2 11 UL Listed File #EX3314 Model #A105 Call Potter Roamer - Fire Pro for current listings and — POTTER ROEMER/FI RE PRO approvals. Dimensions am subject to manufacturer's tolerance and may change without notice. Potter Roamer- lIRE EQUIPMENT MANUFACTURERS r ASSOCIATION (0)fIFSA Headquarters: Also fl Fire Pm assumes no responsibility for use of void or P.O. Box 3527 New York (800) 526-4592 superceded data. (5 Copyright Potter Roemer- Fire Pro, ru £c.so City of Industr)& CA Chicago (800) 547-3473 Member of Moms Group International ' Please visit poflevroemeccom for most current specifications. [JJ (J\ (ASPE 91744 U.S.A. Atlanta (800) 762-0542 Los Angeles Area Miami (866)961-3473 800-366-3473 Dallas (866) 644-3473 5110-5134 SERIES Date: 12/11/18 NFPA . 626-855-4890 www.potterroemer.com RP/IS-A-SSRiser Installation, Maintenance, & Repair Series SS Riser In-Building Riser Sizes: 4" -10" (100 - 250mm)** Read this Manual BEFORE using this equipment Failure to read and follow all safety and use information can result in death, serious personal injury, property damage, or W damage to the equipment Keep this Manual for future reference. You are required to consult the local building and plumbing codes prior to installation. If the information in this manual is not consistent with local building or plumbing codes, the local codes should be followed. Inquire with governing authorities for additional local requirements. ** Metric Dimensions are nominal pipe diameter. This product is produced with ASME/ANSI flanged end connections or DN flanged end connections. A A M E S AmesFireWater.com A Watts Water Technologies Company FIRE&WATERWORKS Basic Installation Instructions Ames Company In-Building Risers are designed for easy installation in standard configurations as outlined using standard construction method. The floor penetration detail of the In-Building Riser shall be restrained per direction outlined by site plans. Consult Uni- Bell handbook of PVC pipe if instructions are not provided. The below ground connection is a standard AWWA C900 gasketed coupler (either ductile iron or PVC). Installation in accordance with the following information (from Uni-Bell handbook). Clean out inside of coupler making certain the beveled spigot end and the gasket groove are free of dirt. Apply lubricant to beveled spigot (male). Insert gasket into coupling groove and seat firmly. Push lubricated end past gasket into the bell housing. (Ames in-building risers are equipped with the lugs placed 1800 apart on either side of the unit which can be used to "pull' the pipe into the bell using a 'come a-long" type equipment. Also, the "bar and block method described in the Uni-Bell handbook can also be used for installation). The maximum allowable pipe deflection angle between the IBR and underground pipe is as follows: The above ground connection is an AWWA specification C606 groove. All underwriters Laboratory approved groove couplers made to fit the AWWA C606 grooves can be used to join the connection to the in-building supply line. Check gasket and lubricate it using groove coupler manu- facturer's recommended lubricant or approved equal. Install gasket. Place gasket over pipe end being sure gasket lip does not overhang pipe end. Align and bring two pipe ends together and slide gasket into position centered between grooves or each pipe (no portion of the gasket should extend into the groove of either pipe.) Apply housings. Place housings over gasket, being sure the housing keys engage into the grooves of the pipe. (No portion of the gasket should extend into the groove of either pipe.) If restraint fitting is being used tighten nuts: Tighten nuts alternately and equally until housing bolt pads are firmly together metal to metal: Uneven tightening will cause gasket to pinch. Installation Materials Because the In-Building Riser is buried, the material of construction has been chosen as Type 304L Stainless Steel. This material is generally recognized as a corrosion resistant material which is superior to Cast, Ductile Iron, or Coated Steel pipe for corrosion resistance, and which is superior to engineered plastics for strength and longevity. In general, the stainless steel is the cathode in joints of dissimilar metal, so that any corrosion which may occur will not affect the stainless steel. In addition, an extra protection is provided in that there is no actual metal to metal contact at either joint due to the CIPS bell connection design and the groove coupler design. Installation Practices Good installation practice for all types of buried pipe often calls for wrapping of the pipe to decrease corrosion due to soil conductivity. Although stainless steel is less susceptible to corrosion. Inquire with local governing authorities for local installation requirements. Field Test Procedures Normal field test procedures call for a hydrostatic pressure test of the system prior to final acceptance. Often, segments of the system will be tested individually prior to the complete system test. Two methods are recommended to hydrostatically test the In-Building Riser based upon the following conditions. Constrained Piping If the piping installation is essentially complete, the piping restraints may adequately take the thrust loads generated by having a blind end on the pipe system. In these cases, no special actions to restrain thrust or side loads are required, and the fitting installed in the system may be adequate for hydrostatic testing. Free Piping If just the riser or riser/main connection is to be tested, then the thrust loads from the blind end cap on the riser may need to be restrained. The riser design has been tested in the unrestrained state using a rigid coupler and end cap grooved fitting. Flange adapters, expansion fittings, or other styles of end connectors may result in excessive end thrust which may cause a leak or fitting malfunction. In addition, couplings which are adequately rated for high pressure testing should be used if thrust restraints are not feasible. i'f1IuIi It is important that all air is bled from the system before pressurizing any component. I C I Dimensions/Weights __ in. inch ________ . ft. lbs. 4 ___ 7,,n 791 0970 41/2 0D 71 6 096 65/a OD 98 8 0968 85/8 0D 129 10 09 103/40D - - - - 202 End Connections Bell End: Mates with Ductile Iron Pipe and AWWA C900 Pipe (PVC Pipe with Cast Iron Pipe Equivalent ODs) in. mm Mating Pipe 00 Spare Part Ordering code 4 100 4.80 7014421 6 150 6.90 7014422 8 200 9.05 7014423 10 250 11.10 7014424 WARNING: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. For more information: Watts.com/pr0p65 Limited Warranty: Ames Fire & Waterworks (the 'Company") warrants each product to be free from defects in material and Workmanship under normal usage for a period of one year from the date of original shipment In the event of such defects within the warranty period, the Company will, at its option, replace or recondition the product without charge. THE WARRANTY SET FORTH HEREIN IS GIVEN EXPRESSLY AND IS THE ONLY WARRANTY GIVEN BY THE COMPANY WITH RESPECT TO THE PRODUCT. THE COMPANY MAKES NO OTHER WARRANTIES, EXPRESS OR IMPLIED. THE COMPANY HEREBY SPECIFICALLY DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. The remedy described in the first paragraph of this warranty shall constitute the sole and exclusive remedy for breach of warranty, and the Company shall not be responsible for any incidental, special or consequential damages, including without limitation, lost profits or the cost of repairing or replacing other property which is damaged if this product does not work properly, other costs resulting from labor charges, delays, vandalism, negligence, fouling caused by foreign material, damage from adverse water conditions, chemical, or any other circumstances over which the Company has no control. This warranty shall be invalidated by any abuse, misuse, misapplication, improper installation or improper maintenance or alteration of the product. Some States do not allow limitations on how long an implied warranty lasts, and some States do not allow the exclusion or limitation of incidental or consequential damages. Therefore the above limitations may not apply to you. This Limited Warranty gives you specific legal rights, and you may have other rights that vary from State to State. You should consult applicable state laws to determine your rights. SO FAR AS IS CONSISTENT WITH APPLICABLE STATE LAW, ANY IMPLIED WARRANTIES THAT MAY NOT BE DISCLAIMED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, ARE LIMITED IN DURATION TO ONE YEAR FROM THE DATE OF ORIGINAL SHIPMENT. A A M E S Fl RE & WATER WORKS A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWator.corn USA: Control Valves Tel: (713) 943-0688 • Fox: (713) 944-9445 • AmesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.co Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • AniesFireWater.com RP/IS-A-SSRiser 1611 EDP# 1915324 © 2016 Ames Fire & Waterworks K[EaZRiLURO Zwoh La&p Mechanical Joint Restraint for Ductile Iron Pipe Features and Applications: Sizes 3 inch through 54 inch Constructed of ASTM A536 Ductile Iron Torque Limiting Twist-Off Nuts MEGA-BOND® Restraint Coating System For more information on MEGA-BOND, refer to www.ebaa.com The Mechanical Joint Follower Gland is incorporated into the restraint Heavy Duty thick wall design Post Pressure Nominal Series Shipping Assembly Rating Pipe Size Number Weights Deflection (j) 3 1103 4 110. 6 1106 8 1108 10 1110 12 1112 14 1114 L16 1116 18 1118 20 1120 24 1124 30 1130 36 1136 42 1142 48 1148 54 1154 6.1 3° 350 _7:7 30 350 11.9 30 350 14.8 30 350 23.9 30 359 - 31.2 30 350 48.5 2 0 350 564 2° 350 63.1 1½° 250 72.3 11/2 0 250 - - - 133.1 11/20 250 194.6 10 250 234.0 10 250 536.0 10 250 653.0 10 250 - 700.2 0.50 -- 200 - hhoJpl Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series IIOOSD Solid restraint harness available for push-on pipe bells. EBAA Series 1700 Split restraint harness available for existing push-on bells. EBAA Series IIOOHD All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774 Made In U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 The USA 0218-J Copyright 0 2018. EBAA Iron, Inc. All Rights Reserved. MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing water and wastewater pipelines and systems have come to rely on the EBAA Series 1100 MEGALUG Mechanical Joint Restraint as the "Product of Preference" for effectively and economically restraining ductile iron pipe connections above or below ground. MEGALUG Mechanical Joint Restraints replace external re- straints such as cumbersome concrete thrust blocks and corrod- ible metal tie rods creating a quicker, safer and more economical installation. Major testing laboratories agree as the 3" through 24" sizes are Underwriters Laboratories (UL) listed, and the 3" through 12" sizes are Factory Mutual (FM) approved. For use on all classes of ductile iron pipe (PC350 through PCISO and CL56 through CL50), for practically any application including valves, hydrants and pipe, the MEGALUG Mechanical Joint Restraint effectively and safely performs without damage to the pipe or cement linings. THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN The wedge style MEGALUG design reacts to the amount of force acting on the joint. When each wedge is set, the wedge teeth penetrate the pipe's outer surface, and the wedge does not move on the pipe. There is very little change in this interface until the wedge movement begins inside the pocket of the main casting. Once the wedge starts moving, the formation of the buttress begins. This "dam" of material (the wedge impression) is cold formed as the wedging action continues. If the force of pressure acting on the joint is released, the wedge moves back to near its original position. This engages the reserve-controlled move- ment or "RCM". The wedge is then ready for another round. After the wedge has moved to the back ol Max pressure of o t Movement I causes I wedgesto <I mere Max _J movement I grip V Rated pressure xl W i __ Wedge movement begins ol Normal operating pressure w (I) I ___ ___ Lii I af Q CM MOVEMENT of the pocket at the maximum pressure or load, the wedge buttress are in shear. The maximum movement is about 0.3 inch through the thirty-six inch size and 0.4 inch for forty-two and forty-eight inch. The RCM is available even with severe cyclic loads. This has been tested to very high-pressure differentials and the wedge impressions look the same as if a single test had been performed. Typically, the depth of pipe wall pen- etration, or wedge impression at around 25,000 pounds of force per wedge (200 PSI on a six inch and 150 PSI on a twelve inch) is 0.03". Finally, at roughly twice that force the penetration is around 0.05" At these high pressures, there is no affect on the design thickness of ductile iron pipe made according to AWWA C150. The lack of damage to the cement lining clearly indicates that the thrust load is primarily longitudinal. This ability to move in the pocket allows for angular flexibility as well as longitudi- nal flexibility. THE ORIGINAL PATENTED GRIPPING WEDGES Since 1964 EBAA Iron has responded aggressively to the needs of the water industry for better solutions to joint restraint problems - thus the development of the family of self actuating MEGALUG wedge action restraints. TOOLS MEGALUGS install using an ordinary wrench (box, ratchet, or air-driven), because the torque-limiting, twist- off nuts automatically shear during tightening when the proper torque is reached. The same 11/4 wrench i/ used to tighten the T-bolts on the 4" through 24" sizes can be used to tighten and shear the twist off nuts in all sizes. If removal becomes necessary, a 5/8 hex head remains so the screws can be loosened, and retightened with a torque-indicating wrench. During removal, the wedges are held in place by retainer clips. DEFLECTION The MEGALUG gripping wedges provide resiliency to your pipeline design. In addition to deflecting as much as allowed by the \rnechanicaI joint during installation, it can also deflect after assembly: Sizes of 12" and below are capable of up to 3 degrees of deflection after installation (depending on the preset deflection.) The 14" and 16" sizes are capable of 2 degrees deflection. The 18" through 24" sizes are capable of 1.5 degrees deflection. The 30" through 48" sizes are capable of 1 degree deflection. The 54" size has a 0.5 degree deflection. STEEL PIPE \ The 1100 Series MEGALUG can be used to restrain 3" -8" SCH 40 or 80 steel pipe when joining to mechanical appurtenances. It can also be used on steel pipe in all sizes if the pipe's outside diameter is the same as the ductile iron pipe and its thickness is equal to or greater than PC350 ductile iron pipe in sizes of 16 inch and below and PC250 ductile iron pipe 18 inches and above. \ CAST IRON PIPE Grey iron pipe diameters are often larger than ductile iron pipe diameters. The Series 1100 MEGALUG \ \ - restraint may be used with grey iron pipe having standardized cast iron O.D. perAWWAC150 and C151, and with pit cast Classes 'Wand "B" \ without modification. Use of the Series 1100 with pit cast grey iron Classes "C" and "D" will require over sizing the MEGALUG. More LB P information on this is explained in detail in "Connections Bulletin DI-1". KAM MEGALUG Takes the Load v/I -'p On April 11, 1997 EBAA Iron performed a remark- ----. able force demonstration of their series 1100 MEGALUG Joint Restraint. With the use of EBAA's Series 1100 MEGALUG using a standard mechanical joint installation on 12 inch Ductile Iron Pipe, and a 80 Ton mo- tor crane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in at 50,350 lbs. Along with this, the Series 1100 MEGALUG has been tested to over 700 PSI. Concluding that EBAA's MEGALUGS can take the load. Mechanical Joint Restraint Sample Specifications (The text of the specifications below can be copied pasted from www.ebaa.com/download/11OOSpec.DOC) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI/AWWA Chill A21.11 or ANSI/AWWA C153/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 54 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable requirements of ANSI/AWWA c110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch, 250 psi for 18-48 inch and 200 psi for the 54 inch. Ratings are for water pressure and must include a minimum safety factor of 2 to I in all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Underwriter's Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accordance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD)(ptant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be accessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made available, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to accommodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his/her expense. Installation Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. Approvals Restraint devices shall be Listed by Underwriters Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1100 produced by EBAA Iron Inc. or approved equal. MEGA-BOND® Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid thermoset epoxy coating with heat cure to follow each coat. All casting bodies shall be surface pretreated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA-BOND by EBM Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. 0r more information regarding fEGABOND, refer to the MEGA BOND rochwe or visit www.ebaa.co,,n Support Products for more information concerning these products please consult the catalog or www.ebaa.com L1OOE t MEGALUG Restraint Existing Mechanical Joints sevies 9700 MEGALUG Restraint Harness For Push-On Bell Joints Vow =00SM MEGALUG Restraint N'lid-Span Applications Zelles ULOON Split MEGALUG Restraint Harness for Existing Push-On Bells -0.75 .-0,75 4XI iP F C 0.125 HIF C 1 SECTION A-A SECTION B-B KL J 0.125 Series 1100 Submittal Reference Drawing iiL !P X A Ma 11J i1AMM@ 3 1103 4.48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 2 4 6.1 350 4 1104 5.92 2.27 4.90 0.75 9.90 0.875 7.50 9.12 2 4 7.7 350 6 1106 8.02 2.27 7.00 0.88 12.00 0.875 9.50 11.12 3 6 11.9 350 8 1108 10.17 2.31 9.15 1.00 14.15 0.875 11.75 13.37 4 6 14.8 350 10 1110 12.22 2.37 11.20 1.00 16.20 0.875 14.00 15.62 6 8 23.9 350 12 1112 14.32 2.37 13.30 1.25 18.30 0.875 16.25 17.88 8 8 31.2 350 14 1114 16.40 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 10 48.5 350 16 1116 18.50 2.69 17.54 1.56 22.90 0.875 21.00 22.50 12 12 56.4 350 18 1118 20.60 2.69 19.64 1.63 25.00 0.875 23.25 24.75 12 12 63.1 250 20 1120 22.70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 72.3 250 24 1124 26.90 3.20 25.94 1.81 32.64 0.875 30.00 31.50 16 16 133.1 250 30 1130 33.29 3.20 32.17 2.25 38.87 1.125 36.88 39.12 20 20 194.6 250 36 1136 39.59 3.20 38.47 2.25 45.17 1.125 43.75 46.00 24 24 234.0 250 42 1142 45.79 4.56 44.67 3.88 55.57 1.375 50.62 53.48 28 28 536.0 250 48 1148 52.09 4.56 50.97 3.88 61.87 1.375 57.50 60.36 32 32 653.0 250 54 1154 58.82 4.56 57.73 3.88 66.40 1.375 63.20 66.33 36 36 700.3 200 Important Notes The Series 1100 MEGALUG should not be used on plain end • EBAASealM Mechanical Joint Gaskets are provided with 30 inch fittings. through 54 inch MEGALUG restraints. These are required on the above referenced sizes to accommodate the pressure ratings and safety factors shown. If encased in concrete. polethylene wrap must be used to • Extra length Tholts are provi ded with the 42 inch, 48 inch and 54 inch orevent concrete intrusion into the wedge pocket. sizes to facilcate easier assembly of the mechanical joint. For test pressures eboxe the rated pressures shown, contact • All Serico 1100 MEGALUG components are made of ductile iron EBM for recommendations. sLich as tandem restraint for high conforming to ASIM A536. The v.odgscs are heat treated to a hardness Pressure applcations, range of 370 to 470 BHN. If you experience the need to install the Series 1:100 • LIST INGS AND APPROVALS: Sizes 3 nell through 24 inch are listed by MEGALUG in an unconventional manner please consult our Underwriters Laboratories, Inc. Category HJKF "Fittings, Retainer Type' engineering department. with a defection angle of 5 degrees (3 inch through 12 inch) and 21/7 degrees (11.4 inch through 24 inch). -l! lie listing file number is EX2836, Sizes 3 inch through 12 inch are Factory Mutual approved. The Series 1100 MEGALUG is intended for usc on ductile iron pipe. The restraint can he used on grey iron pipe if the pipe is not severely corroded and is in sound condition and hoe an outside diameter that can he accommodated. For m..o:c irirormation on the use of the MEGALUG restraint on grey iron pipe ask for Connections Bulletin DL 1. The Series 1100 MEGALUG joint restraint is designed for use on ductile iron pipe conforming to ANSI/AWWA C151/A21.51 (all thickness classes) when restraining mechanical joint pipe fittings. Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both the gasket and the plain end with soapy water or an approved pipe lubrication meeting 5. Tighten the bolts to the normal range of torque as indicated [3 inch 45-60 ft-lbs., 4-24 inch 75- 90 ft-lbs., 30-36 inch 100-120 ft-lbs., and 42, 48 and 54 inch 120-150 ftlbs.] While at all times maintaining approximately the same distance between the gland and the face of the flange at all points around the socket. This can be accomplished by partially tightening the bottom bolt first, then top bolt, next the bolts at either side, finally the remaining bolts. Repeat the process until all bolts are within the appropriate range of torque. In large sizes (30- 48 [and 541 inch), five or more repetitions may be required. The use of a torque-indicating wrench will facilitate this procedure. the requirement of ANSI/AWWA C111/A21.11, just prior to slipping the gasket onto the plain end for joint assembly. Place the gland on the plain end with lip extension toward the plain end, followed by the gasket. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 6. Tighten the torque limiting twist off nuts in a clockwise direction (direction indicated by arrow on top of nut) until all wedges are in firm contact with the pipe surface. Continue tightening in an alternating manner until all of the nuts have been twisted off. EBAA IRON Sales, Inc. P.O. Box 851, Eastland, TX 16448 Tel: (254) 629.1131 Fax: (254) 6298931 (800) 4331116 within US and Canada contact@ebaa.com www.ebaa,com Insert the pipe into the socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during assembly. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Make deflection after joint assembly but before tightening bolts. 7. If removal is necessary, utilize the We inch hex heads provided. If reassembly is required, assemble the joint in the same manner as above, by tightening the wedge bolts to 90 ft-lbs. If the series 1100 restraint is removed from the pipe, be sure that all the collar bolts and wedges are in place before the restraint is reassembled. Steps 2-5 are requirements of AWWA. AWWA Standard C600 For More Information For more information about MEGALUG restraints call EBAA today and request "EBAA Connections Bulletin DI-1" concerning use of the MEGALUG restraint on grey iron pipe, or "EBAA Connections Bulletin Dl-2" covering the background and operation of the MEGALUG system of restraint. "Restraint Length Calculation" Software is available for PC/Windows applications. Support documenta- tion about the software can be found in "EBMCon- nections Bulletin PD-1 through PD-5". MODEL 876V DOUBLE CHECK DETECTOR ASSEMBLY (Shown in vertical orientation) MODEL 816V DOUBLE CHECK DETECTOR ASSEMBLY (Shown in standard orientation) MasterSeries® 876V Double Check Detector Assemblies Size: 21/2U - 10" (65mm - 250mm) The FEBCO MasterSeries® 876V Double Check Detector Assemblies are designed for use in non-health hazard fire sprinkler systems. Standard orientation is inlet flow vertical up, outlet flow vertical down. Vertical orientation is inlet and outlet flow vertical up. Materials Main Valve Body: Ductile iron Grade 65-45-12 Coating: Fusion epoxy coated internal and external AW\NA C550 Shutoff Valves: OS&Y resilient wedge gate valves AW\NA C509 Trim: Bronze Elastomer Discs: EPDM Spring: Stainless steel Models Valve Setter with Mi x Mi, Mi x FL, or FL x FL ends End Connections —Flanged ANSI B16.1 Class 125 Pressure - Temperature Maximum Working Pressure: 175psi (12.1 bar) Hydrostatic Test Press: 350psi (24.1 bar) Temperature Range: 32°F to 140°F 10°C to 60°C) Approvals - Standards ANSI/A\.MNA (C510) Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. O C * 1~.Sslf/e * QC®US 1048 B64.5 * Less gate not FM approved. Less gate not UL Classified unless installed with UL Listed gate valves Job Name Contractor Job Location Approval Engineer Contractor's RO. No. Approval Representative FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea- surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. Model 876V / Materials of Construction # DESCRIPTION MATERIAL # DESCRIPTION MATERIAL # DESCRIPTION MATERIAL 1 Body A536 GR 6545-12 8 Lower Sprg. Retainer B584 Ailoy C83600 350-ring EPDM ASTM D1999 2 Cover A536 GB 65-45-12 9 Spring Stem 304SS 35.1 Back UpRing Acetal Resin 21 0-ring EPDMASTM D2000 9.1 Elastic Stop Jam Nut 18-8SS 36 Cover 8584 Alloy C83600 2.2 Cap Screw Plated Steel 10 Spring A313Type 631 SS 40 BailValve B584 Alloy C83600 2.3 Hex Nut Plated Steel 10,2 Spring Shim Acetal Resin 41 Nipple Brass 2.5 Cover (w/o holes) A536 GR 65-45-12 10.3 Spring Shim Acetal Resin 42 Gate Valve I0S&'6 AWVVA C509 3 Seat Ring 8524 Alloy C83600 11 Spring Guide B130 Alloy C22000 43 Bulkhead Fitting 8584 Alloy C83600 3.1 Gasket EPDM JISTM 02000 1 2 Upper Sprg. Retainer 8584 Alloy C83600 43.1 Bulkhead Fitting B584 Alloy C83600 4 Aim B584 Alloy C83600 12.1 Bushing Sprg. Stem Acetal Resin 44 Bulkhead Fitting 8584 Alloy C83600 4.1 Bushing-Swing Pin Acetal Resin 13 Pivot Bearing B585 Alloy C83600 45 Gasket EPDM ASTM D2000 4.2 Swing Pin 304SS 14 Flange Gasket Rubber/Fabric: 45.1 Gasket EPDM ASTM D2001 5 Retaining Clip 3025S 15 Bearing Socket Acetal Resin 46 Washer 836AJloy 260 5,1 Retaining Clip 302SS 16 Hex Jam Nut 18-BSS 46.1 Washer B36 Alloy 260 6 Check Disk (21h" -8) EPDM Coated GR, 45 Capscrew (10") 18-8 SS 47 Nut B584 Alloy C83601 Ducrile Iron w/type 17 Washer 302SS 471 Nut B5B4 Alloy C83602 30455 18 Flange Nut Plated Steel 60 Identification Plate 836 Alloy C26000 Seat Disc 1103 Silicone ASTM 02000 18.1 Flange Nut Plated Steel 61 Identification Plate B36 Alloy C26000 6.1 Disc Holder 1103 PSTM A743 304 SS 19 Cover 436 St. Epoxy Coated 62 Drive Screw Stainless Steel 6.2* Disc Retainer 1103 PSTM A743 304 SS 24 Bolt Plated Steel 70 Clamp 876V Only A\MNA C606 6.3w Capscrew(103 18-855 24.1 Washer Plated Steel 7 Load Pin 3045S 25 Nut Plated Steel 26 Gasket EPDMASTM 02000 Model 876V Model 876V Standard Orientation Vertical Orientation Note: The Series 876V is shipped in the standard (N-Shape) orientation as shown above. OS&Y Side Vi Dimensions - Weights Size: 21h" - 10" (65 - 250mm) SIZE (DN) DIMENSIONS WEIGHT A B J_n. a C in. mm J El 0S&Y F mm G mm H in. mm J mm - K mm M mm - -1 OS&Y th - 21h - 65 -_ 12½ - 318 253/4 654 - 241/4 - 616 163/, 416 165A 422 6¼ - 159 11½ 292 3½ 89 13% 346 27¼ 692 230 104 3 80 121/2 318 25~ 654 24~ 629 221/4 565 165/a 422 61/4 159 11½ 292 3~ 95 14½ 359 28¼ 718 300 136 4 100 14 356 27% 708 26~ 680 231/4 591 17~ 451 7 178 13 330 41/2 114 151/2 394 31 787 330 150 6 150 16 406 32¼ 819 321/4 819 30½ 765 214/r 548 8 203 13 330 5½ 140 185/a 473 371/4 946 520 236 8 200 18½ 470 37½ 953 36% 924 373/4 959 24% 632 91/4 235 14½ 368 6/4 172 20% 527 41½ 1054 860 390 10 250 21 533 42½ 1080 40/4 1035 48 1219 27½ 699 10 254 15 381 8 203 24 610 48 1219 1460 662 "OS&Y OPEN Weights do not include risers or optional valve setter. Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances. Refer to Specification Sheet ES-F 611, ES-F-611 Flange and ES-F-611MJ for details on valve setter. Typical Installation Standard orientation (Series 816V) Vertical orientation (Series 816V) 18" mm (450mm) 18" mm :450mm) I OQ Flow 18" mm 8" mm 8" r (2001 n n) 18" (45 Flov Capacity mm mm) tional Val Seter mm 0mm) Pipe Support 4 (furnished (100mm 0r valve weight only. by customer) - Recommended minimum clearances from permanent structures for ease of testing and maintenance are shown on above drawings. II . ___ I . _ 14 .. ------------ -.. I ________________ 14 2 --•-- 55 8 I10 - 41 . I I 0 50 100 150 : 2 0 190 380 570 760 00 250 300 gpm 0 200 400 600 800 1000 1200 1400 gpm 950 1140 Ipm 110 16 110 160 760 1520 2280 3040 3800 4540 BM PM ii. I :1 •1 _________ 28 4 'H 6 0 25 75 125 175 225 275 325gpM 0 500 1000 1500 2000 2500 3000 gpm 0 95 284 473 662 852 1041 1230 Ipm 0 1900 38M 5HO 7560 wo 11350 Ipm 124 18 110 16 83 12 97 14 69 10 55 8 ___ - 55 8 1119 @ 2011 FEBCO Blue Brute PRESSURE-RATED PVC PIPE , AWWA C900-16, CSA B137.3 ASTM D1784 Cell Class 12454 ANSI/NSF 61/14, UL 1285 j)(TOK Gasket: ASTM F477 Joint: ASTM 03139 JbiajDe DELIVERING GOOD WATER TO YOU IMugu@I Potable Irrigation Reclaim Sewer I I3I1IPU1X.LJ I Available Pipe Sizes (ClOD) 4", 611, 81j, 1011, 12", 16", 18", 2499, 3 , 45 Nominal Laying length = 20 feet (Laying length tolerances are in accordance with AWWA and GSA standards) Color: 0 Blue D Green [] Purple White [1 305 psi (DR 14) 235 psi (DR 18) 200 psi (DR 21) 165 psi (DR 25) 125 psi (DR 32.5) 100 psi (DR 41) 80 psi (DR 51) Note: FM Approvals Pressure Class 185 psi for DRiB and 250 psi lot 0014. 309 psi (DR 14) 235 psi (DR 18) 167 psi (DR 25) 113-ENEF,11TIS 1iN'S'TA'LLATION Qoes not need liing, wrai3cating. ohodic p ect Ipn to prvent galvanic h1Jcorosion. tTiu1RMs4" QfficienLi'0).ngs .. .WAWIlBt,IVlIB1,1IliT,1c1i1rTBBuV.1TTbT1m'JIBIllllFli1P11s. ft ~O~ JIagDe DELIVERING GOOD WATER TO YOU SUBMITTAL AND DATA SHEET [wiFaq LJt I t;s0ti15e I 1 4.60 4.07 0.343 4.5 5.5 6.365 3.2 6.90 5.86 0.493 5.25 6.25 8.887 6.7 I 1 9.05 7.68 0.646 6.25 7.25 11.499 11.6 11.10 9.42 0.793 7.25 8.25 14.072 17.6 I t 1 13.20 11.20 0.943 8.25 9.25 16.57 25.1 17.40 14.85 1.242 7.25 8.75 21.637 43.77 25.80 21.89 1.843 9.75 11.25 31.958 98.33 I '.. -71 1 - r7'0 1 _4.80 4.23 0.267 4.5 5.5 6.204 2.6 6.90 6.09 0.383 5.25 6.25 8.654 5.3 I J 9.05 7.98 0.503 6.25 7.25 11.195 9.2 I IEI 1 11.10 9.79 0.617 7.25 8.25 13.699 13,9 I "] 13.20 11.65 0.733 8.25 9.25 16.125 19.7 - 15.30 13.55 0.850 6.5 8 18.603 26.75 I "] 17.40 15.35 0.967 7.25 8.75 21.135 34.86 I 1 19.50 17.20 1.083 7.75 9.25 23.832 48.95 I 1 21.60 19.06 1.200 8.75 10.25 26.107 54.22 I - 25.80 22.76 1.433 9.75 11.25 31.089 77.97 32.00 28.23 1.778 11.5 13.5 38.264 117.82 I 1 15.30 13.76 0.729 6.5 8 18.347 23.07 L i 17.40 15.64 0.829 7.25 8.75 20.097 30.04 I t J 19.50 17.53 5.929 7.75 9.25 23.505 37.27 I 1 21.60 19.42 1.029 8.75 10.25 25.744 46.71 I 1 25,80 2319 1,229 9.75 11.25 30.656 67.53 I 32.00 28.77 1.524 11.5 13.5 37.725 103.71 I 38.30 24.43 1.824 13.25 15.25 44.753 152.16 [I I........- (5125 4iIWMEW T3' 4.80 6.90 9.05 11.10 I 13.20 15.30 17.40 ] 19.55 1 21.60 25.80 1 32,00 38.30 1 44.50 1 50.80 4.39 6.31 8.28 10.16 12.08 14.00 15.92 17.85 19.77 23,61 29.29 35.05 40.73 46.49 0.192 0.276 0.362 0.444 0.528 0.612 0.696 0.780 0.864 5.032 1.280 1.532 1.700 2.032 4.5 5.25 6.25 7.25 8.25 6.5 7.25 7.75 8.75 9.75 11.5 13.25 15.5 16.5 5.5 6.25 7.25 8.25 9.25 8 8.75 5.25 50.25 11.25 13.5 15.25 17.5 18.5 6.045 8.427 10.896 13.332 15.69 18.098 20.561 23.19 25.395 30.239 37,208 44,134 51.56 58.393 1.9 3.9 6.7 10.1 14.4 19.48 25.38 31.99 39.46 56,98 88.49 128.41 176.02 231.22 I t 1 I 1 I tB I "1 I fl I I I I r Ti L ... 15.30 14.30 0.471 6.5 8 17.799 15.14 I_tI _1 17.40 16.27 0.535 7.25 8.75 20.219 19.63 I_lfl_1 59.50 18.23 0.690 7.75 9.25 22,808 24.75 I_J 21.60 20.19 0.665 8.75 10.25 24.973 30.54 I_1 25.80 24.12 0.794 9.75 51.25 29.734 44.11 32.00 29.91 0.985 11.5 13.5 36.582 68.45 I_1 38.30 35.80 1.178 13.25 15.25 43.383 99.22 I_1 50.60 47.49 1.563 16.5 18.5 57.399 178.49 PIPCSIZE PP 15.30 14.52 0.373 6,5 8 17.599 12.05 17.40 16.51 0.424 7.25 8.75 59.962 55.63 19.50 18.50 0.476 7.75 0.25 22.555 19.72 25.60 20,49 0.527 8.75 10.25 24.691 24.31 25.80 24,48 0.629 9.75 11.25 29.397 35.10 32.00 30.35 0.780 11.5 13.5 36.163 54.65 38,30 36.30 0,534 13.25 15.25 42.885 78.67 44.50 42.18 5.085 15.5 17.5 50,108 108,19 50,80 46.14 1.239 16.5 18.5 56.736 142.10 -__ 1l15z e6 - 32.00 30.67 0.627 15.5 13.5 35.836 44,08 38,30 36.71 0,751 13,25 15.25 42,478 64,32 44.50 42.65 0.672 15.5 17.5 49.652 88.10 50.80 49.69 0.906 16.5 18.5 56.217 115,79 Product Standard: ANSI/AWWA C900-16 CSA 8137.3* (DR 18, 25, 4-18"; DR 14,4%12") Pipe Compound: ASTM D1784 Cell Class 12454 Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 Certifications: ANSI/NSF 61, ANSI/NSF 14* UL 1285 (DR 14,18,25, up to 24'). FM 1612* (DR 14/DR 18; 4-12"), GSA B137.3* Note: FM Approvals Pressure Class 185 psi for DR 18 and 250 psi for DR 14. Nominal Laying Length: 20 feet (Laying length tolerences with AWWA and/or GSA standards) Installation: JM Eagle* Blue Brute Installation Guide Manning Coefficient (n) = 0.009. Hazen-Williams Coefficient (c) = 150 Please call regarding availability. D9 T/ / I E_ O.D. I.D. Assembly Mark E, ID.: Inside Dameter E1: Distance between 1st Insertion! O.D.: Outside Diameter Assembly Mark to the end of spigot. T: Wall Thickness E2: Distance between 2nd Insertion/ D9: Bell Outside Diameter Assembly Mark to the end of spigot. APPRM LISTED This information may have been updated. Please visit www.jmeagle.com for all updated information and warranty details. CUSTOMER SERVICE:1.800.621.4404 THIS PRODUCT IS MADE IN AMERICA PRINTED JUNE 2018 REV21