Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20-706
D r aAroe City Of ZephyrhillS PERMIT NUMB_�_R:`` d 5335 Eighth Street Zephyrhills, FL 33542 SITE-000706-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 09/10/2020 Permit Type: Site Permit Property Number Street Address 03 26 210010 05000 0000 137827 Eiland Boulevard Owner Information Permit Information Contractor Information Name: ISLAND 301 LLC Permit Type:Site Permit Contractor: B.R.W CONTRACTING INC Class of Work:Commercial Address: 2800 Windguard Cir STE 101 Building Valuation:$79,920.00 WESLEY CHAPEL,FL 33544-7366 Electrical Valuation:$0.00 Phone: (727)410-6306 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$79,920.00 �l Total Fees:$479.60 7 Amount Paid:$479.60 Date Paid:9/10/2020 11:38:05AM Project Description INCLUDE UNDERGROUND FU&UTILITIES Application Fees Building Permit Fee $479.60 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIG ATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department pC� .0 Date Received Phone Contact for Permitting ( v ) l 1� _ JY 4 a '2 1 1 1 1 1 1 E ;1 1 1 1 VOwner's Name X-S t �n cl 3o�� L.L.C. Owner Phone Number �/`1 Owner's Address � p6 �Ta V�� G Owner Phone Number Fee Simple Titleholder Name .i•5�4n d 3 LL.C Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 27 S-1 yin 6 /f W A. 1,115(S LOT# SUBDIVISION PARCEL ID# 3'36-21 07110'• OSoo ^DOd II' (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL a REPAIR PROPOSED USE = SFR Q/ COMM = OTHER TYPE OF CONSTRUCTION Q 1-BLOCK QT-FRAME y,= STEEL DESCRIPTION OF WORK S/ 4�v>'r .MZ�'a�R-91a^aJ� (�/�dfJ' �Ma-t+Ye.�j/�e.}N�1 �1 T7•e BUILDING SIZE Sci FOOTAGE HEIGHT E IL IL E'L'E C'E S V IC VE-V IC W.S 11::L S Ci C C"C IL L Z C-C W IE IrX-X C IE IrX Z-W 3r IC E"X-X-E"JrX-MV C g C L IL E IL I =ElmhBom� $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C. =PLUMBING $ y//t =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION / ?/ =GAS = ROOFING = SPECIALTY = OTHER Z FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO �� ------------------- BUILDER COMPANY l`+•�' CprN'i' C-- V I SIGNATURE A�Z REGISTERED Y/N FEE CURREN O Y/N Address asaa HU.•t L OA4 0 s a License# I Ict� ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y!N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y!N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# EIIII11II1lEEIIIlEIIiI.EEiLEiEEEII1ElfY1i11i1QIIEFIIlI31IEiIEEZIIEiE13IiitEt! RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work PermitforsubdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Penult for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ."'PROPERTY SURVEY required for all NEW construction. Dlrecbons: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-78d-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractor's,he is advised to have the contractor(s)sign portions of the"contractor Block'of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit Issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 1,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT.,I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to Issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that.I understand that the regulations of other government agencies may apply to the intended work,and that it Is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental,Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WateNWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stemwall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included In the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUS LENDER OR AN ATTORNEY BEFORE RECORDING YOUR UPTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR AOO*AOO�� Su cribed and swam to(�r affirme bef me this S b 'be n we to or ffirp�e bp�pre me_th's f I by J A,n. 1Z v6.R P. c� y �g G,IV6I Who are plsonally known to me or has/have pro iiii Who t�/arepersonally known to me or hasihave produced &44'1_�:otary as identification. as identification. Public r_ Notary Public ommise Commission No. lY J HMftr W N12lOu f N r�tapylq/�A Name of Notary typed,printed or tamped iC I(NL'f f'�M,�7 \11111111111//// ? �sT zs zeb;-y �V'1 41 O•�"�`ir•: *• OGG 362350 •Q 2 y•Q� ��•a nded t �r 1 f VV INSTR#2020135372 OR BK 10159 PG 3053 Pagel of 2 08/19/2020 08:51 AM Rcpt:2194663 Rec:18.50 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No 03-26-21-0010-0500-0000 NOTICE OF COMMENCEMENT State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that Improvement wi0 be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the fopowing infomtation is provided in this Notice of Commencement 1. Description of Properly. Parcel Identification No.03.26-21-001a-0500-0000 Street Address: 37827,37835,37847,37901&37903 Eiland Btvd 2. General Description of Improvement Site work to include installation of under ground sanitary,sewer,water and fire line 3. Owner IMormation or Lessee Information if the Lessee contracted for the Impmvemem: Island 301.LLC Name 2a0whdwow8WW1M Wesley Chapel FL Address City State Interest in Property: Fee Simple Name of Fee Simple Titleholder. (If ddfferent from Owner listed above) Address City State 4. Contractor. eA.w.c—m .tc Name =MH m Land O Lakes FL Address City State Contractor's Telephone No.: 813-996-5882 5. Surety: Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address city State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himseff,the owner designates of to receive a copy of the Uenars Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): 12/31/2021 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Signature nage Authorized OficeOrederN r s Signatory e/Ofice /� The foregoing instrument was acknowledged before me this�day of Atpatmgoy go,,� C',,a I d as /rLQ&L 6 - (type of authority,e.g.,officer,trustee,attorney in fact)for 'C t14rj 30). /.V L (name of nAV whom in ant was emcvted). Personally Known 9'9 g Produced Identification❑ Notary Signature Type of Identification Produced Name(Print) a JdhW C .SGG9S 8�21 m ftkn Apra 7.=4 wpdata/bcs/noUceoommencementyc053048 Am OR BK 10159 PG 3054 Page 2 of 2 EXHIBIT"A" LEGAL DESCRIPTION DESCRIPTION:(derived from Official Records Book 7274,Page 564 of the Public Records of Pasco County,Florida) That portion of Tract 49,ZEPHYRHILLS COLONY COMPANY LANDS,in Section 3,Township 26 South, Range 21 East,as recorded in Plat Book 2,Page 6 of the Public Records of Pasco County,Florida that lies West of the Westerly right-of-way line of US 301 as it presently exists, LESS the North 100 feet of the East 200 feet thereof.TOGETHER WITH that portion of Tract 64,ZEPHYRHILLS COLONY COMPANY LANDS,in Section 3,Township 26 South, Range 21 East,as recorded in Plat Book 2,Page 6 of the Public Records of Pasco County,Florida,lying West of the right-of-way line of US 301,LESS the East 370.00 feet thereof AND LESS right-of-way for Eiland Boulevard. AND That part of Tracts 50 and 63,ZEPHYRHILLS COLONY COMPANY LANDS,in Section 3,Township 26 South, Range 21 East,as recorded in Plat Book 2,Page 6 of the Public Records of Pasco County,Florida lying East of the S.A.L.Railroad. LESS AND EXCEPT the following described property for Zephyrhills Bypass West,Parcel 196: A portion of Tract 63 of ZEPHYRHILLS COLONY COMPANY SUBDIVISION,in Section 3,Township 26 South, Range 21 East,Pasco County,Florida,being further described as follows: Commence at the Southeast corner of the Northeast 1/4 of said Section 3;thence along the South boundary line of the Northeast 1/4 of said Section 3,N.89"41'31"W.,a distance of 663.98 feet to a point,said point also being S.89°41'31"E.,a distance of 1991.93 feet from the Southwest corner of the Northeast 1/4 of said Section 3;thence N.00"10'40"W.,a distance of 15.00 feet to the Southeast corner of said Tract 63;thence along the East boundary line of Tract 63, N.00°10'40"W.,a distance of 10.00 feet for a POINT OF BEGINNING;thence N.89°41'31"W.,a distance of 140.46 feet;thence N.25"28'18"W.,a distance of 15.96 feet;thence S.88°57'25"E.,a distance of 147.31 feet;thence S.00"10'40"E.,a distance of 12.48 feet to the POINT OF BEGINNING AND LESS right-of-way for Fountain Road.ALSO LESS AND EXCEPT those parcels of land described in Official Records Book 2005,Page 565(Parcel 170)and Official Records Book 3028,Page 1574(Parcel 169.1),both of the Public Records of Pasco County, Florida,for road right-of-way. J�®IC �® STATE OF FLORIDA,COUNTY OF PASCO ✓� THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT •• ON FILE OR OF PUBLIC RECORD IN THIS OFFICE in(jod'We ,Tsui' WITN SS MY HAND AND OFFICIAL:EILTH1 � DAY OF 187 NIKKI ALVAREZ-SOWLES, RK&COMPTROLLER DEPUTY CLERK �®FED•®�R. BY �� B.R.W. Contracting, Inc. 2522 Hunt Road Land O' Lakes, FL 34638 Main: 813.996.5882 Fax: 813.996.1129 "LETTER OF TRANSMITTAL" To: Island 301 LLC Date: April 26,2019 2800 Windguard Circle Job Name: VA Clinic Zephyrhills Unit 101 Job Number: 12163 Wesley Chapel,FL.33544 C/O Alex Hulbert Ahulbert .DgWberry.com Enclosed, please find: Copies Description 1 Submittal-Fire&Water Utilities These are transmitted as described below: Via Email. DEWBERRY ENGINEERS, INC. K Approved as Submitted Tammy Blankenship ❑Approved as Noted Project Coordinator ❑Revise L Resubmit B.R.W. Contracting, Inc. By: Alexander Hulbert Date: 6.10.2020 This material was reviewed for compliance with 2522 Hunt Road Land O'Lakes,FL 34638 the technical specifications.It shall be the Main' 813.996.5882 Ext 210 Fax' 813.996.1129 contractor's responsibility to verify that this item . will physically meet the dimensional requirements Tammy(&brwcontracting.or2 of its intended use. Excellence is Standard. ,Job No.VA clinic-50102357 i i HAYES PIPE SUPPLY, INC. H PS i A � u Serving your waste & water needs since.1973 Submittal Literature especially prepared for: C Contractor: BRW CONTRACTING I Job Name: V.A. CLINIC ZEPHYRHILLS Utility/Engineer: DEWBERRY 1)ate:.4-15-2019 i www.hayespipe.com i i i I { I I i i i AWWA C-900 PVC Water Pipe Blue Short Form Specification SCOPE This specification covers the requirements for Poly(Vinyl Chloride) (PVC)water distribution pipes i ' .tegral bell and spigot gasketed joints in Cast Iron Outside Diameter(CIOD)nominal size 4" 6" 8", 10"and 12". These pipes meet the requirements of American Water Works Association standard ANSUAWWA C-900. MATERIALS Pipe is manufactured from virgin PVC compound meeting the requirements of cell class 12454- B as defined by ASTM D-1784,Standard 5pecificdtion for Rigid Poly(Vinyl.Chloride) (PVC) Compounds. These compounds have a hydrostatic design basis rating of 4,000 psi for water at 73.4°F. The compound is certified by NSF International to ANSIINSF Standard 61. PIPE Pipes are manufactured to the Cast Iron Outside Diameter nominal size series for use as a pressure conduit. The DR-14,DR-18.;and DR-25 wall thickness class pipes are rated as Pressure Class 305,235 and 165 respectively. Pressure Classes refer to working pressure ratings in water service at 73.4°F,which provide a 2 foot per second surge allowance with a 2.5:1 long term hydrostatic design safety factor. The pipe utilizes a"locked in"integral gasket.joint design meeting the requirements of ASTM D-3139,Standard Specification for Joints for Plastic _ Pressure Pipes Using Flexiblee-Elastomeric Seals. The gaskets are reinforced with a steel band and conform to the requirements of ASTM F-477,Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipes.,Pressure Class 235 (DR-18) and Pressure.Class 305 (DR- 14)pipes are listed with Underwriters Laboratories and Factory Mutual for use in fire protection service. MARKING Pipe markings.are as specified in ANS11AWWA C-900. TEST REQUIREMENTS Quality assurance testing is as required by ANSI/AWWA C-900.. As part of that testing, each length of pipe,including the integral bell,is hydrostatic pressure tested as four times thepressure class rating of the pipe for a minimum dwell period of five(5)seconds. Technical Data ASTM D-2241 PVC Pressure Pipe DR-25(Pressure Class 165) Pipe Average Minimum Outside Stop Approximate Size Outside Inside Wall Diameter Mark Weight Diameter Diameter Thickness at Bell. (Lbs./Ft.) 4 4.80 4.42 .192 6.10 4.9 1.9 6 6.90 6.35 .276 8.25 6.7 3.8 8 9.05 8.33 .362 11.25 8.0 6.6 10 11.10 10.21 .444 13.25 9.0 10.0 12 13.20 12.14 .528 16.00 9.5 1 14.2 DR-18(Pressure Class 235) Pipe Average Minimum Outside Approximate Size Outside. .. Inside Wall Diameter Stop Weight Diameter Diameter Thickness at Bell (Lbs./Ft.) 4 4.80 4.27- .267 6.20 4.9 2.5 6 6.90 6.13 .383 8.25 6.7 51 8 9.05 8.04 .503 11.25 8.0 9.0 10 11.10 9.87 .617 13.25 9.0 13.7 12 13.20 11.73 .733 .16.25 9.5 19.4 DR-14(Pressure Class 305) Pipe Average Minimum Outside Approximate Size Outside Inside Wall Diameter StopMark Weight Diameter Diameter Thickness at Bell (Lbs./Ft.) 4 4.80 4.11 .343 6.36 4.9 3.2 6 6.90 5.91 .493 8.50 6.7 6.6 8 9.05 7.76 .646 11.50 8.0 11.4 10 11.10 9.51 .793 13.75 9.0 17.3 12 13.20 1131 .943 16.50 9.5 24.5 Dimensions in inches,except as noted.Revised 3/97 CU UF TRACER WIRE Copper Tracer Wire•600 Volts•Oxygen Free Copper Conductor•Dead.Soft Annealed Polyvinyl Chloride(PVC)Insulation• Direct Burial Rated•Moisture,Chemical,Acid,and Oil Resistant J: Impact,Crush,and Abrasion Resistant•RoHS Compliant•Made in the USA If if I Applications and Information • Pro-Line Type CU OF conductors are used for tracer wire applications not exceeding r 600 Volts. Tracer wire is used to conductively locate buried utility lines for the gas, ?. water,sewer,telecommunication,and electrical markets. • When used as Type CU UF,conductor is suitable for use direct burial applications not locations at temperatures not to exceed-20°C or 60°C. • Considered as the premium grade copper tracer wire,it offers the best protection with a thick PVC Insulation i • Tracer wire is RoHS Compliant and manufacturered in the USA. I i Standards and References Pro-Line Type CU OF conductors meets or exceeds all applicable ASTM specifications,UL Standards 493,Federal Specification A-A-59544,and requirements of the National Electri= cal Code. • ASTM B-3: Standard Specification for Soft or Annealed Copper Wire • ASTM B170: Standard Specification for Oxygen-Free Electrolytic Copper I K ��.'.�.Z.P. — ar.�twv.T..s���'ccw.s?R�n.e?.va38ivebrxwm-a Construction • Pro-Line Type CU OF copper conductors are annealed copper(soft drawn),insulated with a polyvinyl chloride(PVC)insulation, PVC provides an excellent balance of stir- j face smoothness,processing ease and electrical consistency. PVC provides superior 'strength against underground elements that help prevent accidental breaks caused i buy rocks in shifting soil conditions, • Available in black,blue,green,orange,purple,red,white,and yellow.Some colors standard,some subject to economic order quantity. i <.. ;., Specifications I TYPE:CU OF TRACER WIRE "y Tracer wire shall be a(14,12 or 10 AWG SOLID),Type UF,copper conductor with a polyvinyl chloride(PVC)insulation and rated for 600 volts. Insulation shall be RoHS compliant and utilize virgin grade material. Insulation color shall meet the a APWA color code standard for identification of buried utilities. Tracer wire shall be Pro-Line Safety Products or approved. equal and made in the USA. I i r f Ws Ind WEIGHTS., MEASUREMENTS AND PAC KAGING rr ` tw qr 8t22axt IJS�`ay Irma' ix j xx n Rif o� '3 x tyx., ��jj trFr n. �"".f+ n �� ��?�%•� yy�h'b`.�. V� „(� 'd� [�� ly, ��,.A N� . E *�11 sr,�i�'?''-` .. 7r� L✓ �( � ��e ' r• ��������M�T�•w���O�T!)11 "x+`c°nH ''vi�.�t'rr. R�r,"Ai3``rw."�"u�e�.�;�:���si e.�,fr �� ;,. � ,.asaiv .E�.ru_.�..�:>E.>t���'�'•....,�. x -� i s CU UF.(SOL1D)TRACER W!l rr ^s' ,�a-w� x'�<a�u-�f ,�`��Y � ,2 � :� '% �;f'`�?r � `��f7� .��,., � r �.:`,6 •� h�: 4 �,..,.�``�r.(-� f��,4'f�r.x.yrr f.���,�'.,f.�in� -..;..f.� � `�' Z�°°,I�ds'��'�yjz�„;`+,vr•• rrv�_�j��� �J� l�r,fi�lo t�,�%'��nA,X`•� �t�r� +�; : > �4 t{ �na� r�'.� r <����ifi�t��� i�� 9 +E g1.7�,f �fj�.� /e �{}.5•��,� _ ri.f 74305XXXX IOAWGSOLID 11.1 .1 1 1 111 lbs �4r r ►C x L�..r s7x' ec•. ^Y{v" a "� r*,,.�rp/ d / a1l.- �' %m '�`r4 3 �'� n,i•..r -r ,;-f7' �l,• .�yt 1k,,,.,,� '}� ` (,r �hC'1fNl: •?d '•`+f''I.,. a:+ ' ,ei � ..3..�fa.:C���� a�"ds��Wx/Fa�,-.<�''-.�xL�d'`'. _,..rr��fu� X ��. f ��.sa'as'��t '�&� 'adr� t}¢�r�.✓� '.lsn''���'�ipC. j _a:�"s �i��ixE�r= �"d�k.•rri�1'" '�yl�! i 1 ' '` .•;CU:UF.:(STRANDED)TRACER WIRE• ;..: x�� 743013XXXX ► 1 1 1 1 1 .11 lbs 29.000 lbs 32,47. 7 �»h t 't� z 4.,k �+-,-. 4��7^+•.iv !t.��r`�!.aJ�i'p .',:.y�`,,w pp,� ^ zJ 'A '�: 5r_ &.GkE �F�~ f• F,t ir-S!�' .X. a 74312XXXX 10 ► 1 1.1 .1 1 bs 52.000 1 bs 32,47j. 011.11119 x � �•^ ��` � ��++��jji �� vrt �*`` �'s` t�" �/r � Y,,�yYr''` •�'�"` 4r .11119 1, 1 7pT 1•S�i I�ry 1 f e �K r.1 9 +3 F �S y+ ry r : �..e;�n�,���.s�rr�rr����J#:t,ice«; 'n�rr.,��u �� .Ila«,:c::'n .H�,�' .t,"^°:"u'' :�a'' !`' r. .�J,r.;-.•,.11f.�Je,�e�� `�t PART # DESIGNATION.(AWG..&;COLOR),• PART W.-DE SIGNA7�ON,(PACKAGE SIZE) ' +- /'FH >• v`t xrF�o Bx£ hx x' v. Y+7. ^! f yl ++x+i,. 't LL1R- 4�AWtlfi Wd p5 yr* 1'�A a � �x;,NMI' p nar x v ni�ur j pia �a � x tty SOLIIl�a W1!Ib� I's `i^ d / i3* (�L w' ��� . rt�{+w• d^•t��: .�, ,�� w....�r,�'r,.�,,.. �.�.�rivt�-✓,. � � .t.�...r•z� �.���, `:st_"^�' z�r�!mm�",�,.v..��`�,�.zo.:.e� �y� '!Vi;tLw P",��&., 1 1 1•1 1.1 rt 7� 11 ��}�}Wi�ii m :. 1./ `n:1 1 1 �I'ii1i117i7 f' ' �t^s�,�..�.`.rns�.. 1 I..f. 1 1. 1 1. 1.1.,�. f,.��.��'�i�a+ 11 � •. •• c y 01,12D 1rs 3 1 1:••. 1•1:.l. 1 1: 1.1 ". ��T�r t. i 11 �m inkf�Ga'i;s.w��?�' 1 1• • 1•1' 1 1• 1.1 . `�k x.v�"a�� 11 •�• ., • •' ,•. �',�/ �.•5Eiz:-tu'riyi"!�i'�ulxD"" "1M-7;9.191.111 0 u Or>.yAr t.m+ivit.r4crr 1}+ r X $ wD ��q.t 1 �rs�a�+„ 'I{fM+'E�tt 111 1 ��•• G f a �*3+r#„•' i rs 7�n�_"T"6 { 'Zf ," �4+'1 1:1 .�. Ilf �� 4riSd3 :! 11M111111111111117" •• •grut?; bYn tr s v. .rvkr'ts u ,ts3 to .,.'wxr-t..j 1�1>�,..E�.a• 1 1 •• •. ;t; _ ry/ � ,hc .�'•:+ ®' ��� IN y* . Ip-lo�Aptl: �1=�i'�' 'PRO-LINE SAFETY PRODUCTS COMPANY 1099 ATLANTIC DRIVE UNIT 1 • WEST CHICAGQ IL 60185ADI > SAI��-R`�' ���ws�ara�aaaax�oS r800.554.3424 TOLL FREE: I _DETECTA l R Solid Aluminum Foil Core a Virgin Clear Polypropylene Film Laminated Top Structure m F Virgin Clear Polyethylene Film Laminated Base Structure•Reverse Printed Polypropylene Structure Acid,Alkali,Chemical,and Oil Resistant•Direct Burial Rated•Made in the USA i i Applications and Information {�it:��.�rsY��l�;•',.,f-`'-3'1:•tFi��C!.•, t�r:sW.W._ arc.'m�anvusmimntosvam�ew,m..v.�.z^asu•Mvw ss:uvecuerw.�ort^'v.+pan.--ccrvn�e-.ewou�•umm.�,ca„vwa i'' ' ;' • Pro-Line's Detectable Marking Tape is used for detecting,locating,identifying,and <<s=' protecting buried utility Imes for gas,water,sewer,telecommunication and electrical markets.The width of tape used,is determined by the size of,and depth at which ''z ;r.=aw <• i=<r`- the underground utility line is buried. The depth at which detectable tape is buried, is determined b the width of the tape used. .10 F Y p j .' r: • DETECT:Aluminum core is detected through means of inductive locating. LOCATE:Line is located and marked after inductive locating is performed. {'il ` ""'•s,. • IDENTIFY:Utility type is identified by both the APWA color code and utility legend printed on the marking tape. PROTECT:Detectable tape works 24 hours a day and year round,even if tape is not 4�� �:a�,- �%���s•�, inductively located during excavation,the tape provides a stop-sign effect that is "i highly visible. ' �?�l ?,'-� ua:.ncvar.�,.-�r�mmeo..a,nau�x:�ew,x95�sxrxerzz•.y.:ar�u,vxorzo�wac�.rJurn,:amw_.r�.<nar. �renrca.._�.-m.�.sx.�wcxv�o� Standards and References Pro-Line's Detectable Marking Tape meets or exceeds all applicable ASTM specifications. ! . ASTM D2103-08:Standard Specification for Polyethylene Films and Sheeting. " ``!"i • ASTM D882-09:Standard Test Method for Tensile Properties and Elongation of Thin YSY Plastic Sheeting. "t ASTM D2578-08: Standard Test Method for Wetting Tension of Polyethylene and ar, _ +. 5"0.. `�y`''i;`i Polypropylene Films. ;,,GF:<�:; f,y ASTM D792-08: Standard Test Methods for Density of Plastics by Displacement. ASTM D671-93: Standard Test Method for Flexural Fatigue of Plastics. :ti' ,y"�<'r.'r,,��"'r%-s�'=="'-: .�, � � �,�..���,�,�..x,�h.��.�,�,�.•,�n.�..,..��.,..tin.,,�.�,na-�,. -�..�:..,,�w..,.��„�., u ti: Construction p`p i r ;,•; ,> '�'' Pro-Line's Detectable Marking Tape consists of a minimum 5.0 mil overall thickness. Construction is 0.8 mil clear virgin polypropylene film,reverse printed and laminated to :�:•.�.: jt'k���_,�;�r��' `��„ a 0.35 solid aluminum foil core and then laminated to a 3.75 mil clear virgin polyethylene ' film. Tape is printed with our APWA Color-Coded,patented"Diagonally Striped"design with big,bold,black lettering to identify a specific buried utility line. !i5 ,.e : •szKWAYkat!'mI�PJ�F¢nvm�M•xv.•zmm+asis.[�.SGi!FP.SVIil.S .. .. ._ .cP �.tavbt�fnM x{ Specifications I A:s DETECTABLE UNDERGROUND MARKING TAPE ! 1 Underground marking tape shall be a(2",3",4",6",or 12"width),detectable marking tape,with a minimum 5.0 mil over- "F all thickness.Tape sha11 be manufactured using a 0.8 mil cl ear virgin polypropylene film,reverse printed and laminated to a 0.35 mil solid aluminum foil core and then laminated to a 3.75 mil clear virgin polyethylene film. Tape shall be printed using a diagonally striped design for maximum visibility,and meet the APWA Color-Code standard for identification of ; buried utilities. Detectable marking tape shall be Pro-Line Safety Products or approved equal and made in the USA. j i I �'ABLE:1:"DETCTA�LETAPE':C" UCTIQN,(Poi" ro lane Aluminum:Foil,;and;Poly""etFi lane): Nominal Overall Thickness ` 5:0 mil 5.0 mil 5.0 mil' 5.0 mil ME - Polyethylene Film Thickness 3.75 mil 345 mil 3.75 mil 3.75 mil 3.75 mil 1' A A n F 1 Thi0.8Q�41 U.80 m1( Polypropylene Print Method Reverse Printed Reverse Printed Reverse Printed Reverse Printed ~ Reverse Printed p i (Pa a tad) Die o ai&tr'ed ;OROonal>,5_p - 'In log nd('Sti1 ed ,'r Diagldnai iped°>' Diagtbna Striped �... Print Design#X(Custom) Solid Block. Solid Block Solid Block, Solid Block Solid Block P n De ign (G sto Sa d' I o'�k .`rd' "SollcfFloodfY;;�e�' „SoldF.laod'--' �5olicl;F(aad;".';';;:,x��;;SolidlF,1```d� ~- Print Design Color-Code APWA Color-Cade APWA Color-Code APWA Color-Cade APWA Color-Cade APWA Color-Code Nile gn o Pro t'1 e S ely.Pr u ts.th 'anHancas:aPe'utslli i rys r3uper p' eit o a .. leaseno re may :a a not tar- OAS,dl -rence,thra ghoutt�aaveraUti'rItivtess..:•.';, - '"„ �:.a 'r.•:. E, �r TAALE 2 TESTING,SPEGIFICi'di0 .(PhysiAal`and Mechanical Properties). . _ 1 Aluminum Foil Care MFG.SPECS fgl a Virgin Grade Virgin"Grade Virgin Grade Virgin Grade { y MF SPECS •Vir'gln=Grade^'•�u=�� rgin»Gred&���`��VGgln'Gtdile�-'• °.�Vitgin:G'rode�"u.=rVl`rgig,G�adc Polypropylene Film MFG.SPECS. Virgin Grade Virgin Grade Virgin Grade. Virgin Grade- Virgin Grade A eslve pe SECS AV1257/CFC10D 'AV12571fA100 r, ',% V1i57)Clllbo1""AVJ75'/GAf00_e':rf:Ab1257/C41(10' Adhesive Band Strength BOILING WATER 5 hrs W/O Peel 5 hrs W/O Peel 5 hrs W/o peel 5 hrs W/O Peel 5 hrs W/O Peel P d i FG.SPECS " fi m mCh om"bond`'"`Chcolnaiiond�. �.0 ro'ebandy,�<;?¢ Ch`romahorid"«,':.: r � �Giro"mab`ond' l Print Repeat MFG.SPECS..- Varies by Legend Varies by Legend Varies by Legend Varies by Legend .Varies by Legend F - ASTM Q%#521-9 OS247Stattct "`'�`O':2A7 atic3:.�r`:0;247`$tatjc-:r ;;_°;b:2d7�3tettcG� '` ,.0:�247 Sta "' Density. ASTM D792-66 1.09 g/cm' 1.69 g/cm'. 1.09 g/cm' 1.09 g/cm3 m 1.09 g/c ' 88 BOA 139%•, ;k'$ % A 39 t' z Elongation(TO), ASTM D882-80-A 80% 80% 80% 80% 80% PI g D6 1 93 pie fe-Hand"+;.„ =PIIable;Ha , .�` Pilahle Ha""rid;`,,.!,:"PlIa61e N nd`,•? ;Eliat3le Ha d Printability ASTM D2578108 45 Dynes 45 Dynes 45 Dynes 45 Dynes 45 Dynes rTens le Str 0 M DB 2-09 19 0001i31� � � 15•,000,psl.,�xc�t�1 S;OOb ps' #15'000 ps( �{t� S,OOD-,p� " 11 oil t O. •1 1 1 1 1 4 wN, 1 1 h 1 ioffm ff W.'1 1 10311XXX3 2".x 1000' 5.0 MIL70.35MIL 3.75 MIL 0.80'MIL 6-9 inches 4.75lbs 9/CARTON10312XXX3 3"x 1000' SAMIL 3.75 MIL680 MIL 9-12inches 7.13 lbs 6/CARTON 10313XXX3 .4"x 1000: 5.0 MIL 3.75 MIL .0.80 MIL -12-15 Inches 9S0 Ibs 4/CARTON10314=3 6"x 1000' 5.0 MIL . 3.75 MIL 0.80 MIL'' 154816ches 14.25lbs 3/CARTON '10316XXX3 12"•x1000' 5:0MIL 0.35MIL 3.75 MIL A.BOMIL 18241hches 28.50lbs. 1'/CARTON "FOR CUSTOM LEGENDS OR SIZES CALL 800:554.3424" 1PRINT LEGEND PART A ! 103 G9U110N%URIEISCA�3l'L1NE%E[O. N `'z; 402 128 CdU,7itYN BUt11(O,CfIM-MuN CATIt N'LINE BEL01(f1 404 . -115 �'' CAUf(ONt3URlEb;FI E(1sQP,T( GABIE't;FIbW .4o5 125 CbiJ1IpN'BUIiIEU:TECEF!NQNE'LINH'BECOiiV i '; 423- " ZOS S12 318 E 605 ~ NN .. �. 630 .R �i �p ( tUE E 011r'_a, 321 1: IOtY(3URIED`GAS+LINE BELpW" ;:;': `,':'':_ 809 IPAU _ 4@y�il Si]�. ;SER,U, _19- - 322 CAUTIONBURI(DP,IPELJNEtIFiOW,:.cs `" _', 814 O .z i STAROPIPE PRODUCTS Joint Restraint,Submittal Form Is Ws of 0 # SUBMITT f' • f� .fir �, rr 1..... Win•« r. c5j•av:.0 Jiy" o- 'Lt.}.,%,'.,':' �''' �^�3` ''�•'S •�' k t.{y:'�fij"s :'''�.'n'er, ;+s,..r.;•�y.•fj7i�f� •i?�jgdc`�";d�`s'i�:�;l: �✓s 'tf�iti��,v�"c�' ?:I,:.aW!aY�r.�.:��,n`yg] S���o fFk�c�"t�r�i,. C 1 f!j�...m..,. S•;yp ii ��; r1.,'r`r l�,j:�:;'rLyn} lo•::!'nr •Ils•,t'f�.J7-:rrL'a,:'S;'t v! y: q f .,P.:l"'- .>vll;>;;%�irY „rrc,�.�:�,.n..il•S'"}:.a'.'§r.¢is:f 'i �iv�i;n; ie4i:rA,1,: '£r.:. �• � {j.}jT`lti''J�.``%t' 'r ;fSPS1%L"'r' {.• `t�uI-y, _ l� .. (s'`,(��flj J ��S���r�,�e .tir 'a^r���ar„ �2'1T 1'J'b'ym:.S i;f..,L'•. ;•yi••:;a�; v.?xX:�rd:, '!J":gye;7T an;.yr�:•L=+� gu ' °a'„- :. �(;1`u:.�'.1x. ,,,r.;.t;>,. .�?[r��.:r r, ;::r;.`''i-rrr:;:,-.;rIrlRi:`'•?� ;:r.,'�hx:h•!,-'-46'% . �i'••. ;. ,'3:,-ri-,'i r."=/.+ 1/*,+X�• ;z;,> S" •b i `"':��}',e , CC _�`9iz'''��`fi'�:r,: h`�¢ ..yw•si'�Iii`"`?�j,-r••,;z,.:;.•,..,.,; ,c,�,y<+^,.nr.':.'tts.�n...::• .�;,,;., ,.,ti� I [•J,-9.1�:.�','.'r�a y�rr� ��'�.'��'Y.�•Y/,�5k sr.1>I`�•'i:.Y�r:,,aS.>itrcta'�dy siF.a-:,:»e3t�'i-r�"t$�i;? '"k:i''''',!•3,r ,.;?r�.y..i;�. [i� - G'������r �s�.w���..!r^sr✓�:,',rF�X�+h d". FG�41;:.L�:Isir.�ii•>z..'Se...:3�,��:,:�...t: G:::.S,ttlirn ii;=i::58; ...l idi:.l,��.::#;�:�;j�� w•,•::�.•vr� r ,:.r-'irk. .r �5.� f>-,?'..S4,r.; _.r:r,,;•yw:»s::nr„^:^;a's'1n?; 7:rrat": :1:r2.c'zr-•:a<?a5^ :aTts'S^ati�-' I .i~ rrrr 6 # Eris!' ,r, Is=• .,.N ui"'�.T'J S, rL?' -'r.; -t s;�• '^�::• r: y�+". fi, c`-; -r .s �, .�•r.� •.�':.s kx:�n ;.>..,f�.� n.- -,s,:;t";aia.•;.� y.,s�:.�'i;'z>j',, ra a "b' ��, sx' ffJJ I �� j\\o FN or r�L• .v? V APPROVED AW WA MEMBER FEATURES&ADV�N!I 2nzE'ES - ,-�_, ;<-;` 'E�'t}� v,:." �,"'` ,;.y'�`,,rf.,e i� is; ',Fr,{,,;¢..;�`.•,rY�;:,r,r�e,.�,��i.,: ,.Prt���' - r Y, n '� �'fc 6�,��,�� ?.g 2 .:€ r6grS,r��'•fr,�,! r,r� �,$,:,; F• .' ' �f$ F,� :,f�lrie ;�1' ?cry d;., �.i, 'yF,�„�•i�t-s�ls,�.�f��.�3�•�?f3' i.. 'o++i v'�I��� i.�A.i �v .�•,4 �• �w c3^l�r, if.1l�",,v,, ,:'�s�1. f7 3�,,.y,.. y� y';1 ram. { �° :iz•!..&.!.-- •,., ` S+'' 'A' r .-w, f�r, N (:• � N'S-�,.���t.;,s r. � r .:r': �":,,�':;, _.�''r: ,: k vr `'q�^ .�:te,Y,', •R ? 'r�h.Y9}'• •,3es�ciJ f,'ra,y.>lc�-��" A .4'T.1 t�.,,, J,+ 5 ,.•5 n' ,.+ y:: FL T't'•..;,%:.2 'r`-a . .' Yr�' Y. 2 ;:Y}, n •rt" i iFf� •.. ;r UrL•'l'.y,IS!:, �f, - e• '! �. - ��r :)=,2�7�•sy�r�. sg.W.r"u�-�'(l'.���''/q��a ;• -'- '�...�. I! j. �,i:. ,� � . ,s �' .�,i',1 Ci�� r}r-#,,;. ,-._„f:•.;� �v,,�•:t,:z�r�*_rk�s �!;I.u;�z''. y, n jSS - ' G�>'w?'t 3 1'r,::�d":�.,Y"7'-!5r"��r''t�,.y'd.y'�:y'�.s' '",�.,✓�.'.G'ry ti1{�':'�>,n2,b��!.,.y.}<y•„ear�1+Y�.o„'�rytk H.,';:r goy`�$.}�',r.��'E'y.���sr�,a,_/.`•�,_"��✓�_tFC C•{3;,.`4f!,.r yy"�a,:J r.frY.l:".o'yf_.;t,:v,fi:,4l':2i��r-�<,1"�✓.�i+n-.'YF,?:Y.sf�•r'�jr.�i�"j'.V n�,,',.y:?;.-:M_Ri,f�:a,�.Lnl..s.r y..,✓;.r•�f...•lur�Y.`'.;�a..a:�vlXi..r;--3f:••1��'+}ffi�:,;jln1•i'l:�i�X'.5�,:`s%..s,I.�s:r.s>Qg t°1=us';f_,'�i n:,a"'l(Yf•l,r^,k�.'o'::a5jf➢._--`{y�,T'�•v.,,r*.;.;.".:,{'�,fi",x-j„r'.rh}>'y":'-,'rr,s�u«'�rs,_r`':.�,'-�."rS Kr';�jr,4 1frfiry;-<'�y-�i a��.''j-it;,�;i'.'r�"tC`'b-.%.�:1rn;.,d(1PyW�T'�;)�„W yg�?%',��.'-,�>c,r.3l��.„f�}y I•'y•:,�:i, ,',,•� ` + P41 > MOM. � Orr � rf ! ,oi3O C l � I ,�.grit•�c,ev'f.:'7L i��rtr�f�.,f'?n;f�)L'A'"r�c>;!;' ��'�:.� �f i �,. '~; ;�6 'r�^'''� va4n,,r7 r.?;. �r..,.�.,;, ,o•ft �; r''i f:. :v ..r'.��, ,��-!,csti�' �.;2hyrrsUfiyic.k,.+sr- ir,a,f.:F<t9'' a f;3:t''rS:}�.;t: ,i�-r u -t ;'yn,xri•.�y�i.{,1,.�hln�•,�a � I. .f' .fY �R�YM ,r i .� f �' ��h�.c•. :'r J:..,, i 7 rtyr r; ,c,. 5,"s'`'��. ,.�r:� �7i'1'r,f!y�i' ,err, -i;;r�.�,T�;:, iF;i.. ,s:'G�fi'�;c' r',��ry �;?� �r,'•f'�•'�v�.�whC�. ;%�;�, ��� :�,� ,tF,•�' * , �. "�it'.m'�,fr�..`?c,�>���;`.�r}r,*,;.:s' 2��a• �"r3'� .,•�'�z.?a.;s;' tia,?:�.;,�I�'•u{ lyi...�,;,;s:�/.4��.�;::a`;,>=�re. ".�'�,��,, m;��;11+�h"r�e•�:fit�r�-�'ao. t'. /.✓'S1•� �ia.- s .fir A �#r, :atcn r ;L'o,r :r u. .�--*,..;ra�f2rh.... �- �rliS.a`rl, t:. 74,x•,stK MATERIAL •_ _ l • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 ' � I I GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check): N � Standard:alkyd enamel coating Standard: Restraint rods and nuts high strength low ✓ El alloy steel manufactured in accordance with ANSI/ Optional:Siarbonc[W TGIC polyester powder coating AW WA C I 1 1/A21.11-00 "�� ® applied by an electrostatic spray process ® Optional: Restraint rods and nuts alloy 55 304 per ® Optional:Other(specify) ASTM F5934 � ElOptional: Restraint rods and nuts alloy SS 316 per COUNTRY OF ORIGIN OPTION(Please check one): ASTM F593 , >.s ®✓ Import Optional; Restraint rods and nuts Fluoropolymer Star-Blue coated high strength low alloy steel manufactured in accordance with ANSI/AWWA ® 100%Domestic' C I 1 1/A21.11-00 MIZA ® Domestic gland with import components' W (`Please see Domestic Restraint aoilons Avalloble on our websiI 1 REV.14.01 i O P.EGISTERED TRAUEkhAP.Y.OT STAR PIPE PRODUCTS T STAR'PIPE PRODUCTS F!OUSTON cORPORAIEITOLI FREE 1.800.99930091FAX 781-558.9000 swrvrslarptpeprodu cls.eam Page 1 I I I 111 1: • o o • • Pipe Restrainers series 1100 1 100C Bell Restrainers for AWWA C900/C905 PVC Pipe I and l 100S Bell Joint for IPS PVC Pipe I TECHNICAL INFORMATION C RESTRAINER RESTRAINING wa � fl00 1 S 1 c g III _ Illllllllfllll IIIIIIIIIIIIII _ II 1 I RESTRAINER T WASHER WASHER RESTRAINER A RESTRAINING p ROD A PVC PIPE SERRATIONS V:Z, 1111 I I I I I I I I I I I III!I I I I I I I I I I I 14"-48"Sizes o I 1 PVC PIPE� SERRATIONS STANDARDIZED s ANSI/AWWA "ANSI/AWWA AS 05 TM02241 4"-12"Sizes OD CIl OD IPS OD CI O O DR 14 200 PSI DR 18 235 PSI SDR 17 250 PSI DR 18 160 DR 21 200 PSI P51. DR 25 100 PPSISI SDR 2I DR 25 165 PSI SDR 26 200 160 PSI �n DR 32.5 125 PSI "For mWinarp water works IPith nuRrierr(smges mrly:Ratings mr farl'W pipes TPi11+811 1000 Restrainer. PIPE iiiiiii s 11 SPECI • .r I .�.,, - y�.d• 5;7'�,"�'�';.,��y'" d�''j�""'.,•lr�„�-�,'� ''`'.e"�:+; •r 6 a7� ."g¢ic '� re n• .>1 �� �•'" y �((Y��r`?W t'�r„�r''t �u,�e:• {�f� i�'i�s g�,i� ����. V�! :� �y �' .''� r. i'$! C f _ F'(7;1;% '"°' + •Z.a'. :Rff,•3'i: . 'N014 ' � ,yy _ � ".✓r.�' •�f�-r'+ r 'u.�.>"- ' ��,�°j�"��',n,•.��p,�:�' y, " ?a. .;ram^%_ s � ?,".,��' �;Y�•�[)Ljjff,� �' ,-��a;��4�T,' .r •."fir�-yf��� �.. '•�:_ '=e��-�,"�'j � '��„ ����.,,�v ,�,•a y�. Please ^llr'x�,5j.� ��-r't-= �fh• rM'..��_:'`( .U�'�7` s•�y �'��.t;' ��bx-'r. � ,�`;�Y �9 w ,F� yir�l P" } Fran-• �]]p .{< � ,+,s, 'r. g , s' !'.�..Nf�xi Y'�r•.'.��.u6'-�4+yf�.Fy _cWHO, _ `e". heck s t.. r rr�i��b� +( rx s.�i��� - :��✓ -.:3.� ?-3Ya _. r 4 4.80 4.50 1.12 9.12 12,00 2 3/4 x17 4 5/8 x 3 1/2 16 I ,.,sr : . fig. - I� .1,�""-;G3.}#.F -.,.> f? a r 71, (/"c ,z',-lL• �.t!• i ';,{%q '.f 'k.13�;• 7Lj •17 .'ss •,��y •-'• tl� h.'�i,,(yr'` 1«������'`f 7"'� ❑ 8 9.05 8.63 1.47 14.75 15.00 2 3/4 x 17 4 3/4 x 4 32 El 11, i ' " (�;31211 y `J% u;y✓;�P, �r r 1rakfr�4; rda d' ^[ J(J' �.xti2I.: 12+y Y,.�'I"'.Y',�'.'�. >l r'�i`,i�6i«G:n''° 1'�.:��'.''.'G'.�``S ���i ''". ..S'n{•.nc/n E4aF r'Ti:2:��b+�t ❑ 12 13.20 12.75 1.42 19.46 18.00 4 3/4 x 24 4 7/8 x 5 56 �: fir,-,-`T' ;'F'T-'4.5.{,���I �"i•..r_zf rr �rY _ '��v-a.;r�=••- �-,r' �'p' �`.' s�!F ❑ - 1 .�Y' c•U�'°��9.F� �-�Jx-�''•a-.�':- . -T`E'.d 1 a,`�,;d',,.���s-. _ _>s� _,r'n•u'.W` . G�� ',+�:`5'r�d-', `c',��.•2-�•',`a`ry;/e=.+ �a���•'I' ;i��'' �•y_2��"'" �u,�frx f-. �°,," .:_fv° tr' �'4�. 5ggt�..G ,.r,a����"r� I OffiEf :�` 1 v `::�"�.''.,E .,�'� •v. Ems: =ckY1i3-kF w^a�d'L4as erg `.x�' .+7� 6:srr .xmi -_ C ❑ 16 17.40 N/A 3.75 24.65 28.00 6 3/4 x 30 8 7/8 x 6 1/2 117 I 'i y+ g ❑ ;"!i��' F. i, `�,'�u'1r;1tV ..'Y"�." ..'�u t9�".�"i `+'"mu` '� ttra• } INS,.."'R "�" r.td"< '' 20 21.60 N/A 5.00 28.88 28.00 8 3/4 x 36 8 1 1/8 x 81/2 206 �� m�r,F ��Sl"Y.c'rrrr:- ,•. t "r+�'�?�-��> .erF:R.-.,. � r•..-.:4,� gyp. ";;�. . �ij �:,g�, ;?"-�luiSh'i',.�+-."i}",,(('`. ``�� 6 s(�Ffr3 i'" �oCr•�' .v ,T��T""=�""'�.» ..:-r �Scj, y M.l?J f .�T)'�'"���rf p` 1isJ+'�g k''0"'� ;�45 - r ":i" `r"r „'Tf Sf'•-^i.'.yn nr ^° I+m. I+CN ii.'1 c�L il�t'i C�L1�11�14:'�i;WL "���.el^F.�S`A wi'IGuorti .'.c. C W. %L.... �." -Sr•-`gq �I, r l 4..r 1S ❑ '�.•'te� Gi:'w R.'S�,N.vt# i'an",'ni�L:k�.:?ed '����v'vsn�.�Jc 30 32.00 N/A 7.00 42.48 36.00 12 1 x 48 12 1 1/8 x 6 492 g1.-ciz 'a"y--�".� fr.S'nl eC;ry.,r °fi t: ,", •.'"21 :r;;• - 'i":"su � o 'YT'Fr" ::Sa'i �;'z- wsk•Ip•°fi'}", � €'' i, ,".P,{, f _',,�q`1::P ,' ": 'r'",�'f"•ay�: r ( nn7.�,` . _;, ; I-- ` - �'".J3! �'':S?.' 'n ❑ ."4 "re.u„nJ 'd v x" _. FrfJ �L i f 2 '•'a^- t3f_P4aS 1'_dsa-5...�.;.�1. 1.. 42 44.50 N/A 11.00 57.00 46.00 16 1 1/4 x 54 12 1 112 x 10 1916 --�.: _;, , -.yam;. _ 'r%+yj:•b, a .. °�„3„��S ❑ :fi4. 8k J qb -9ir r I r";7,' c :'.'li �"riy '71 HJ''k +`�! .S'•. 3,"'-�3e:T _'� -.�.'t3 i!'- ...r. -i •All diarensions in inches excep(R'hem indicated. REV.I I.OI ©REGISTERED TRADEMARK.OF STAR PIPE PRODUCTS STAR'PIPE PRODUCTS �) 1 HOUSTON CORPORATE I TOLL FREE 1.800-99930091 FAX 281-SSR-9000 ENAppM4 ww.v.sla+pipep+oduch.com �_J Page 2 I I ZURN. fflc dss 3500A Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems w,rK,Ns to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350DA shall provide protection where a potential health hazard does �' v not exist. Incorporates metered by-pass to detect leaks and ' unauthorized water use. Standards Compliance(Sizes 21/2"-10"Horiz.&Vert.) (12" Horizontal Only) •ASSEO Listed 1048 (Sizes 2 1/2"thru 12".) Fica •CSAO Certified B64.5(Sizes 2 1/2"thru 8",&12") •AWWA Compliant C510(Sizes 2 1/2"thru 12"),and C550 Options • ULO Classified (Sizes 2 1/2 thru 12") (Suffixes can be combined) •C-ULO Classified (Sizes 21/2"thru 12") ❑ - with OS&Y gate valves(standard) • FMO Approved(Sizes 2 1/2"thru 10") ❑ L - less shut-off valves(flanged body • NYC MEA 147-99-M Vol 4(2-1/2"-10) connections) •Approved by the Foundation for Cross Connection ❑ LM- less water meter Control and Hydraulic Research at.the University of Southern - with remote reading meter California(Sizes 2 1/2"thru 12'') - with gallon meter(standard) • NSFO Listed-Standard 61,Annex G' ❑ CFM- with cu ft meter (0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) ❑CMM- with cu meter meter Materials ❑ G- with groove end gate valves Main valve body Ductile Iron ASTM A 536 Grade 4 A ❑ FG- with flanged inlet gate connection and Access covers Ductile Iron ASTM A 536 Grade 4 grooved outlet gate connection Coatings FDA Approved fusion epoxy finish ❑ PI- with Post Indicator Gate Valve(3"-10") Internals Stainless steel,300 Series NORYLTM,NSF Listed Accessories Fasteners -Stainless Steel,300 Series ❑ Repair kit(rubber only) Elastomers EPDM(FDA approved) ❑ Thermal expansion tank(Model XT) Buna Nitrile(FDA approved) ❑ OS&Y Gate valve tamper switch(OSY 40) Polymers NORYLT"',NSF Listed Springs Stainless Steel,300 Series Features Sizes:2 1/2",3",4",6",8",10",12" Maximum working water pressure 175 PSI Maximum working water temperature 140"F Hydrostatic test pressure 350 PSI End connections (Grooved for steel) AWWA C606 (Flanged) ANSI B16.1 Class 125 E 4—D— Attention: •• Model 350DA(flange body) 00o and Model 350ADA(grooved body)have different lay lengths. Dimensions&Weights(do not Include pkg.) MODEL DIMENSION(approximale WEIGHT 350DA B LESS ! E WITHOUT WITH OS&Y SIZE A GATE C D OS&Y OPEN OS&Y F GATES GATE VALVES CLOSED VALVES VALVES In. mm in. mm In.. mm In. mm in. mm in. I mm in. mm In. I mm lbs. kg lbs. I kg 2112 65 31 787 157181 403 3 3/4 95 9 229 16 3/8 416 13 7/8 352 3112 89 68 30.9 178 80.8 - 3 80 32 813 157/81 403 3 3/4 95 9 229 18 7/8 479 15 518 •397 3 1/2 89 68 30.9 198 90 4 100 137518 956 19 112 495 4 1/2 114 9 229 22 3/4 578 18 1/4 464 6 152 106 48 296 134.4 6 150 44 314 1137 23 1/2 597 5 i/2 140 10112 267 30 1/8 765 23 3!4 603 7 178 180 81.7 480 217.9 8 200 60 3/4 1543 37 3/4 959 10 254 12 305 37 3/4 959 29 1/4 743 8 1/2 216 374 .170 850 385.9 10 250 63 3/4 1619 37 3/4 959 10 254 12 305 45 3/4 1162 35 3/8 899 81/2 216 404 183 1222 554.8 12 300 66 1/4 1683 38 965 10 254 12 305 53 1/8 1349 40 518 1032 8 7/8 226 463 210 1623 736.2 Zurn Industries,LLC I Wilkins Rev.B 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9a76,Fax 805-238-5766 Date:12/13 In Canada I Zurn Industries Limited Document No.BF-350DA 3544 Nashua Drive,Mississauga,Ontario L4V iL2 Ph.905-405-8272,Fax 905-405-1292 Patent No.5,913,331 Product No.Model 3500A www.zuVn.ccm Page 1 of 2 Flow Characteristics O Rated Flow(established by approval agencies) MODEL 350DA 2 1/2",3"&4"(STANDARD&METRIC) FLOW RATES(I/s) 0.0 12.6 25.2 37.9 50.5 15 to 103 2112'(65mm) 3'60mm O O J 10 69 W^ to 4' 100mm 7 a a 0 0 LL 0 200 400 600 800 FLOW RATES(GPM) MODEL 350DA6"&8"(STANDARD&METRIC) 0.0 31.5 63.1 FLOW RATES(1/s) 94.6 126.2 157.7 y 15 103 N 6'(150mm) O U^10 e'(20omm) 69 W � ro h 7 s n 5 34 N a 0 0 a. 0 500 1000 1500 2000 2500 FLOW RATES(GPM) MODEL 350DA 10"&12"(STANDARD&METRIC) FLOW RATES'(i/s) 0.0 31.5 63.1 94.6 126.2 157.7 189.3 220.8 252.4 283.9 W 15 10.3 rn O 10'(250mm 12'(300mm 0 10 69 W a 10 N V) N 5 34 a- W IL 0 0 0 0 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW RATES(GPM) Typical Installation Local codes.shall govern installation requirements.Unless otherwise specified,the assembly shall be mounted at a minimum of 12"(305mm)and a maximum of 30"(762mm) above adequate drains with sufficient side clearance for test- ; . ing and maintenance.The installation shall be made so that — no part of the unit can be submerged. . — Capacity thru Schedule 40 Pipe(GPM) — csxoiecros: Pipe size 5 ftlsec 7.5 ff/sec 10 ft/sec 15 ft/sec 21/2" 75 112 149 224 — 3" 115 173 230 346 4" 198 298 397 595 ' � l P 6" 450 675 900 1351 8" 780 1169 1559 2339 VERTICAL INSTALLATION 10" 1229 1843 2458 36871ssssa aaecsmu nFnmv,> 12" 1763 2644 3525 5288 OUTDOOR INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSEO Listed 1048,and supplied with full port gate valves.The main body and access cover shall be epoxy'coated ductile iron(ASTM A 536 Grade 4),the seat ring and check valve shall be NorylTM(NSF Listed),the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The first and second check valves shall be accessible for maintenance without removing the.device from the line.The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350DA. Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 11_2 Ph.905-405-8272,Fax 905-405-1292 www.aurn.com Page 2 of 2 l I Custom Fab Quality Fabrications For The Waterworks Industry i Distributor Date Address + Contractor i City/State Engineer j Zip Code Job Name RE:CEMENT LINED FLANGED DUCTILE IRON PIPE Dear Valued Customer, This letter will serve as certification that the fabricated pipe supplied by CUSTOM FAB is manufactured in accordance with ANSI/AWWA C115/A21.15-99. The ductile iron flanged by Custom Fab for this job is American Ductile Iron Pipe,Class 53y.and is manufactured in accordance with and meets or exceeds all applicable requirements of A_WWA C151/A21.51-96. The double cement lining is in accordance with ANSI/AWWA C104/A21.4-03. Flanges for ductile iron pipe are 125#bolt pattern and in accordance with AWWA C115. All materials incorporated into these products are NSF/61 approved and UL Listed. Finished products are individually tagged. Sincerely, CUSTOM FAB Christopher M.Comins President STATE OF FLORIDA COUNTY OF ORANGE Sworn to and subscribed before me this day of NOTARY PUBLIC i i Headquarters - Orlando Branches - Atlanta • San Antonio • Phoenix 109 Fifth Street • Orlando, Florida 32824 Phone 407.059.3954 Nationwide 800.440.3157 • Fax 800.599.5806 www.custDmfab.com Member of AWWA and WASDA j i i i a D I D I D 0 Ductile Iron Flanged Fittings ANSUAWWA C110/A21 .10 GENERAL SPECIFICATIONS MATERIAL: Ductile iron perASTMA536 PRESSURE: 250 PSI ratiing for V-48'sizes and ISO PSI rating for 54'-64" TESTING: In accordance with ANSI/AW WA C 110/A21.10,UL and Pbi requirements LAYING LENGTH: -2%48'sizesin accordance with ANSI/AWWAC110/A21.10andANSIBI&I and 54'-64'sizcsin accord ance with AN51/AWWACI53/A21.53(fittings, not listed in ANSI/AW WA have dimensions per Star design as noted in the catalog) AW WA WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coatings rs E u U E R DRILLING: 'In accordance with ANSi/AWWACIIO/A21.10,ANSI/ANVWAC153/A21.53 and ANSI B16.1 Class 125 Flanges <&> CEMENTLINING: in accordance with ANSI/AWWACI04/A21.4--sizes '-3"single thickness and sizes 4%6V double thickness APPROVED COATING: Asphaltic seal coat Inside in accordance with'ANSI/AWWAC104/A21.4 and prime coat outside U��APPROVALS: 2"-12"Underwrilers Laboratories and ULC Listed and Factory Mutual approved for 300 PSI rating.Plcase consult factory for d Cetaillistingantiapprovals. 2"and greater are UL/NSF-61. DIMENSIONS: NI dimensions arc in inches unless noted otherwise. INSTALLATION: Per ANSI/AWWAC110 and C111 T :. B.C. uL° ;rt?ROJEsGTN`r11NL�t:`!, O O WATER RUAOrY �. EIVGIIJELRi � O >;1 �. - .............................__.._r_.._............,.,,.:........__.._........_....... . �ti O.D. - 0 -i.:.:.:...... i"•.3:SL:'"�....__ai:L::: ?S:,".i;;'i"i:.:"'.`;�5:-'.......:....... if 0 0 'n v, N 1M grill HOL HU' " ;BO[TS SIZE O D + , B"E; pi, 1 . T` s• i v 9�'P3ii�''_�; 0.�_ �;�_:!^�.... :�+^�+��1-tF'� '.c':>•.ka �,•,,'s�'DIl1: :<. A �'Si'LEAt` IW' N0.`s.%%�"`-�'if�3.;e 1 4.25 3.12 0.44 0.62 1/2 x 2 4 �t D.SG% Q 2 6.00 4.75 0.62 0.75 ;fix21h 4 -•-���,-•�211. `s''`� - �7,OU� Ss50�`�; 069•_-.._.�.,...._ -`0:7$ �:_s•,� - -__•�___3a�2��Y"-T:: .__,� . 3 7.50 6.00 0.75 0.75 3i x 2 lh 4 ` "4 'w Y :00'� r - ,:'1'7r$0 .:._.:�._�'•0.94t.�-'�•.�-..y.�3� � ,0.7:`• " 5ez3s''+-`�� s .t: { :S'�� '=f!"i 5 10.00 8.A0 0.94 0.88 -Y4x3 8 •--=� G ro c 11:oD 1.00 1,'- T 8 13,50 11.7S 1.12 0.88 1/4 x 3 1/2 8 1'4 12 19.00 17.00 1.25 1.00 v/s x 4 12 :1a;;7 1: 8 m1:73'; ' •- =T .L, ... ;ra:.s�a `.. -l..... ..i.a :,'�_-_• - -3 _ i_ _ .,.,�- 1-b't_��'Zxu:"�,-`�., .-d-_i.2,•'f`. `= 16 23.50 �21.25 1.44 1.13 �1x41A 16 1:2$''::: i -� 20 27.50 25.00 1.69 1.25 11A x 5 2 r--�20 LEE, . r. n' 30 38.75 36.00 112 _ 1.38 11/4 x 61/1 28 i.+HI.4G Q i?� 42 7 _ 2;3.8 '1.63'., 42 53.00 49.50 2.62 1.63 1 1h x 7 sA 36 tWE 8 __ j ''-' a:_ 54 66.25 y 62.75 3.00 2.00 1 Y4 x 81A 44 `;''�s:.�a.. s+a��.�:.:+u� ,�.:73:0(I':'ax _ �:'69i2i?:.:'._'_•' '312,�. _ °2:00:' '` y.k L5.�,.�=�3L 64 1 80.00 76.00. 1 3.38 2.00 1 1 Y4 x 9 52 SIZE RANGE(Please specify): LINING OPTIONS,(Please check one): COATING OPTIONS(Please check one): Size Range �✓ Standard:Cement-lined and asphalt seal coat per 1' �'tandard:Red Prime Coat ANSI/AWWAC104/A21:4andUL/NSF-6t �ptional:Asphaltic seal coat per ANSI/AWWA LL-® Option al:FBE(FusioItBondedEPoxY)perANSI/AWWA 104/A21.4 C116/A21.I5 and UL/NSF-6I-ID&ODOnly ptional:FBE(FusionBondedEpuxy)ptrANSI/ ® Optional:13401(Protecto401)CcramicEpoxy- WWACI16/A21.15anElUL/NSP-6I-ID&ODOnly sewer ipplica6cr ui only.Not NSF-61 Lf,ptional:Other(specify) Optional:Other(specify) tRsrlsolMm •REGITTEAETI TRADEMARK OE STAR In Pit PRODUCTS _ srAweine PRouuc-rs fl�fiyPlellit IIOUS M TON COOMTT,TOLL 7lIRr,1 9011 M.10W FAX 78I SSR 9888 nmmluidprynudUNltum Page I a a s o , ® p Ductile Iron Mj Compact Fittings ANSI/AW1NA C153/A21 .53 GENERAL SPECIFICATIONS MATERIAL: Ductile IronperASTMA536 PRESSURE: 356 PSI rating for 2"-2V sizes,250 PSI rating for 30"-48"sizes and 150 PSI rating for 54"-64"sizes TESTING: In accordance with ANSI/AW WA C153/A21.53 and UL requirements Ak LAYING LENGTH: In accordance with ANSI/AW WA C153/A21.53(fittings not listed in ANSI/AW WA have dimensions per Star design as noted in the catalog) AW WA DEFLECTION: 2"-4°=8" 1 6"=7° 1 8"-12"=5" 1 14"-16"=31h° 1 18"-24"=7 1 30"-48"=2" Aeuee. WEIGHTS: Are in pounds,unless noted otherwise and do not include accessories,cement lining and coating �a FLANGES: Flanged ends on fittings matchANSI/AWWACHS/A21.15 and ANSI B16.1 class 125 Flanges ULIe CEMENT LINING: In accordance with ANSI/AW WA C104/A21.4-size 2"-3"single thickness and sizes 4"-64"double thickness COATING: Asphaltieseal coatiside and out in accordancewith ANSI/AWWA C104/A21.4 and referenced in ANSI/AWWA C153/A21.53 GASKETS: SBRin accordance wlthANSI/AWWACI1I/AZI.II U` T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWACIIi/A21.11 APPROVALS: 3"-.IVUL/ULCListed 12"and greater are UL/ANSI/NSF Standards 61 and 372 1 3"-16"FM APPROVED.Please consult factory for detail listing and approvals. ��btlr/1 DIMENSIONS: All dimensions are in inches unless noted otherwise u INSTALLATION: Per ANSI/AW WA C600 and CI I usingDIP conforming to CI50/C151 and PVC pipe conforming to C900%C905 wAN;auwrr t "0 QxvrBcrivai�r81" i°; - �� - - xAPPROVIM KI :CONT1tAG7'ORR � ,• ;<: =;.ire;r`.;:�..__..�._�.. ,. _ _ �s' .., 2• . s'JP�4:;L�I3,\::1'1Q�i t I i:r '-.•,':::::::��,._........�_.,_. ...�-.�} 0.76 0:. D C F 0.12 N. _111 I41, eY `m 4 is i71,c.., C'I11A;1ktD1DL1�°� 'I:_�DIA.� 1•D,IA.� ;ICI:DIAJ'1C2�1?Lbs- :1 1FS�,.':i,' -:S', ':0'�`�,� %�DIti. ;SITE• � grid,:,, p: SIZH':" >< w 3 10."? 2 2.50 .2.50 3.39 3.50 2.61 4.75 6.19 6.25 0.58 0.62 0.36 28o �4 -%x 3 2 c�,.`3m i ;50'" -"8 r'"4'�9-4' '406 '�g '' '7:62 7i69: ` 0:56'. 4;6- ::0:39.., �-= 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 - 0.60 0.75 0.39 28P 7/a N x31h 4 95U; _•17tOd. '`la:�lZ.� _0,63--,,,;�'0,$S. �0:43,�: _•,m28n '?/a �J/4�3�.._ 6..;:-::: 8 9.05 2.50 10.17� 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 28"' 7/a Nx31/2 6 :Io 1a :.:2:50 `T2 :;aisl r hht?0�� 1,4.ti0:. 12 13.20 Y 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 OA9 _ 28- 7/a 3/4 x 3 1/2 8 J4 z15;30=3_ 3;SU;`jj640: I'6;54',•: .I5:44:.-18;75'': ;2O,2S. '20i2S -0.79 1,25'-`. `i055 %28d' ?;y 16 17.40 3.50 18.50 18.64 17.54 21.00 22.50 22.SO 0.85 1.31 0.58 28" V/a 3/4x4 12 19.64 '23?S 421,83_ 24;75` �1;00 1:3$ ;0:68'' 284_ %b alg4 _'l2'm� 20 21.60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 1.44 y 0.69 28- % J/4 x4�« 14 UK:'25:80� ;,3'S0•a °,26:9 'i$7.- � O ' 31.58 1,02' L b 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 _39.12 1.31 2.00 0.82 20^ v 1'A Ix51/2 20 42 44.50 4.00 45.79 45.96 44.67 50.62 _53.12 _S3.12 1.45 2.00 �1.25 20" _1 3A _ 11/4 x 6 28 =,'}8s;',d;S0,8U i.w?4:Q0:' S209,.''_5226`_; '50.97- 57150 ba,00. 60.OQr:I145' '2:00,. r--r-s - -- �^-• _ .'i :1i35�_ :20�� -`1•'ik:' ,11�,ys: ;:. ;r;- - .i GO` /. k. - t n• tm Nso � a(lkble;'iC?n Re"uesL' :r �i`' .1E SIZE RANGE(Please specify): LINING OPTIONS(Please check one): COATING OPTIONS(Please check one): Size Range Standard:Cement-lined and asphalt seal coat per El Standard:Asphaltic seal coat per ANSI/AWWA ANSI/AWWAC104/A21.4 and UL/NSF-61 C104/A21.4 ® Optional:PBE(Fusion Bonded Epoxy)per ANSI/ El Optional:FBE(Fusion Bonded Epoxy)per ANSI/ AW WA C116/A21.JS and UL/NSF-61 AW WA C116/A21.15 and UL/NSF.61 Optional:P401(Protecto 401)CeramieEpoxy- Optional:Other(specify) sewer applications only.NotNSF-61 ElOptional:Other(specify) U(:Ar:1JA1-SVO •REGISTERED TRADEAIMK OF STAR PIPRPRODUCTS t� SrAWPIPEPRODUCU iN ORh HOUSIONCORPOPME TOLLFRE01-800.999.700E FAXR81-SSBA000 Mmrt�NroeptaduRf,eom Page I STAR°PIPE PRODUCTS Joint Restraint Submittal Form Wedgeorgn Mechanical Joint Action Restraint for AWWA C900/C905 and IPS PVC Pipe SUBMITTAL • • . 7Y',� '�U W 7 e`J`v• ?3Y '� `=: `'.,�`<}�'i 1� }tE' '�sr'- >.' ;85d: C° ,�j J 5, { Sri:: 1£..,a: .:.. i' „:. 1.{r tY?-�+!, �� �`.'z7. Jt;.':"r'•,r�3 I������,.�i;� u''��'e��,' .,zv� �y�•SxE;�;� 74;.yFJ o?':Pi','�'t't'':.�k�:;i,�' uit"'s=•r�s,F,l;'1'>tr,rx J>, �.v'y, ;r,r.�C" rr "3+.Y`>i'..�q'4.',lr r:'s`:,". •%:`P• ..•'l/-'ulr'YS.i�,.5jtd,SrFu.S=:✓ ,Fi-'"r '} FrL.;:{,)rr';T<'y;K'`;u {,,a "'a;• Hfvf3 `�d!•`�r'Y',r-'T+ Jii?"9-' ,f,fl•. � � J I'i'Atir.:.�.�fSi!,IIY�.c:�.f':.•.:.lf....:t;G�:rL;:i:..�bC.$l��A�t:n!.f:':fw�iS�+,F v •Y�,,'q%�Lh.�J�.;r,i�,Gr�'S�l� � J'!s e r:>;,,. -..J;`f!� ../�'<f':nrr•_:l-4 ,�1•�,.;..�,,.+„vy;';PU•.•?t5'.^;1,;-q=:f�,",..,f,�, .t.,.r,r"J>r,• h-iP, �,�In�e::.. FF+?: -:vr% �:t�f^.' ,� 'rF{ .�F, 'rJ''�,',_";�' ;,f,FJ;<Ns. ;,1. -:.�, w:?�`rr,7>r•.Fry,'�i. "r➢•'z,.. %il"s:' #jt'�f��'' w:• r .r./`, '.'•„liJ^^:i....`•EG:.:<: 'eG;�'l: 1:?;.;:;;;w:!% ,g;v.r,' .1. , 'i.�•^rctr 1:;-fi y,''b't� '>�,t!•.�.iF' ��y. ` ' 'fee .s F;3xr5ertrNO }•ule:' trrsr v' fs.y'yamtlo.3f? ,,• i .c+�' ,`3;'„ ;jr .a.- si;�l. f•,.?�{. .;;f,'',,;!j�ir�,�7/'+f%. rc.,adaf:s�n.iRr..S',.,.. (j•r�311;�;��^��L•r%��rM', ,T';; ,x/•'i..o'.,1"`�"�� d;b `::�'!:, :°f-+% t, .Yrr..,•_' jr.. (,s .,s.Ai ,F`:naY,c'Y.,f�;.i„ Wdrr4 :J3,r'r.^.nr...^.y;.crti'i x)xrgr,..n.�r..x - run. ...t�;mrr•,«p;..,.. .,1R �•k Y;:i:?,._ca�• sb�� .. d+..n?,.�.:dl:>._...'r.,.,.,:,�7.,..`�u1.,.a�,:;oy>S.si.,.,....,,Ln:,.�.yF.i::`=�...:,I s4ry,„'r.._.. cr.'s?.a .:�...,..•,,,,,...r':Jc �. .t�I:V ,tv.ty rGGa,,,u I APMOyIED AWWA MEMBER J ''":Y. ADVANTAGES;a} 'f... •,,. "tt��i'��s.�+,.'l�b'�¢'t;af<j.�°r�<,.'..,�.:yr.'Y�,,�1fy.4i�''.,r.�,.,'�,W,��y•�(��yry,�'��i)"•H.�f.,�l+Jrs��.�:}f},:x.t``''.1 1^ , f r•w s,Q 7f`�y x.33Ja YG,i?,_'.y?`qVTj��'�:,��;.".,;l:J�.s9�.•Yf`i;�1.3"'���.NA,.f�[i{B18`3,J✓:,'a,y^,;:rf'iJyh'rQa��;`v'r°'.,O�,,.'..j,�,.,,S,JY'M',,r+3f'r1`7:i.'5S.,r�i�.,'a�,7rU<$y,d'L'V��"�/, , a°'js.A,'ti/H`7,f-,}i��'.'bj'(U���=]l1,(,1'lyy.c,�Svt-s,�S1•j•>�'ri,"tY-.�.r A.,ECS'y;,�:i,:�;;>+�{yi:fr:a�f;?r:",n�.;.':�S S,ij�,t1 ti�'�L;*m!+ip:Fr•�•-,.i.,.",(i��<:yy/}•iR•�G.':1,:�,��y r'*:-rF•.',AN ;LJ s��•.E�'i1' V 6s°;�rJ�kh;qil`c�,'fJs�_'Y'`.��'���•ry i-r r���,v+t:�t,`�"t,,>,il�r'�`'i,r'•�'�y'rr;'r,�'y�f,='''�.1Y5l,',,'`!.'13,r+�gY/a,ra,Yfy.f�:-'G'���-,p•y.'"�b 4°y}i,�'tySF�,;o-1 C":.,,t'�,,,y.F`r���' ; ,�6GT't3,=�`''ruw"1s��,^'j.:/`'l.�{:�?'I'`;�j,.{.1l•`.��nf.�'T•�r',s:�K�`.'�c;{T Y,��.l.g�,�•�,y,lkr,S+rU:_,.,r�Lr t e�•j 1.,.{.'.�,,F.J/(,'•,[2:.Lrc`;r,F,I�i}' , �.. r I c'P+��'' %Jy' � ;' ?;S�u%r;' 7'a•'"lrsS; n%, fad :`�, 0' ..�', f.:,dI,'4i���1�'.vp rd ;�? .y - m I..",r %l,.•^;::��T 12,�i� ���•,` ell '�?as, r„ ,e3 •r}li"^ rx'n> x ' l - •'L' � FZy�� i P<... � r�,., ryy�,,,. .1, .� r-�:'.,�F;�Gi�',f,,•g!� f��r�Y LX.�- '-"„> s:,wd,- �.)I� ��t:..,', ✓jYG ;^ r3} r_�`z��;=,•w�:, Yr,:t •� , .�3f! 11. 9;3"'� .i�. )• 'a^' r' 1, i 1 J���:^.r,•% rx'•• ,,r,.4'r �:n•Y r-�•.e;�) �>s: ,rs,i�J;X.?: � •sri; s ��' �.'.:�'f Y,Y� �}S:o�'",'r rY -2. �'�+✓.;P': �,i I=./7','hr'F?r�iS,r+� �`""'" -^�' )tiy�;^�'✓:...�')'l}��'Y+�l' "y.z/ �-,'` �YE :r.'�?�fx { ,§':'�.�- ,��'�'' `Fjt .`� r.p��� �-r,-.�'.y6�,.::;y =�t7ai:' r�,,E•.�� J>���,--�?%£���`"�:ia:F37 !6.,r < '� s.Li`�. _ :s �,rF.sy''F•, r,� 1 y r�' s,t'� =6"'�.,��:" S< �r5 v esT''.•r't a I +^;r }a� � '� -?„ „r t��: .9f1?;c`@�•;;r�����,�g�, ',,��1,, �'•;,,�.✓�.;'�,'J?� ',,rr}�w�11y�P a,<t�r;�; �;��x7yyw �rrs,.,+�''�:�;r: - ',/3�'.1 r t •):; N;1 .b Fl,. 9;:y i+�z > 'g ;4�,^j.„r'A _`+ 5"?`c�• : y7,",'. It'r. .G,'° - ac,+ �', +� y',.; vE, �SYu: r�'�(_..1,�+�, t•.4 t•2J'. S`I;�� t y,es�ra u..s!-, yl. a 'ot, :#}, If'3r c' +.y y` 4',f>�„'•`Z- w:... _i.Ar• l�. ��'.v cA s.u: ���#� /. sin, .:}� ap�j,,`�-'' I "�� .,�. E9 � .;p�� �,.ryb'���y,`!vi'';L���%,�'!:.�<.' �^1::��' ,rsf �. ,h',•�5 .'�rri- U �y. { ?�' ^.;4,sr d;`-, F-' .�>!,f:•fu.,...:,,,` { .�,�'t2'.. '� Y.�� „dj 72`�v�, {�., "!"s 1"'�>. _ �" •<`Eo: $ > ly l.,�,-.,,r':r.� e�i�!>.4,3:, Y�y.:��rE�r'��}-cr(�. !'�'" �5r!! � j it��� ,•iS� '�. r' >��4Y�.,',' '�`�•,t;f�h�j l7 17(1� .1 <• �s•.�;_�> c��1311"r•.t� -S•-� r_;,,.J.:. >.�J,,.,, ,:1 ><• % .r < ..hsrY T.,�S. . ,�:,,��rr,';"s J;. � ;.t,,�l;�?:,.;;r:,,�. ,.yyw;<' a;, ,}i'.,,��'%,* <^';.�. r�',' yam. Y y'•�xjF e» ,rrf,a f�C,•�„1'"i,�.:. c{�.�t/,`f'J',.,�r�ar�.�,a�i!� ����Za'`-,':?Fn, � Pr.+�sly.;. !.'f„2�'f�%`'i�5>~,'+';,J}N,ti.a.Fi�."s�2y..f-: >,,�ti.sFl •�1..'' �f3t' .n `3��..a�i:vY.E�.aY..xroc'vCv..O.,a�t.��,kf-;l,:,i..7r.'�`=fm�,s..:Lr:_nd,...,....E;.JJid71,.ra.1,�C::S,�F�CCyi:t,�r_,:�%�,�1(.../rtl5wrc..g/nvl.:�-...:::r,Ct�.��a��:;;,�J,x, ,�• • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 • Wedges:Ductile Iron per ASTM A536,Grade 65-45-12 . Wedge Finish:Thermally cured fluoropolymer epoxy coaling GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check): ®Standard:alkyd enamel coating Standard:T-bolts are high strength low alloy steel . ID manufactured In accordance with ANSI/AWWA ® Optional:Slarbond III TGIC polyester powder coating, Cl 11/A21.11-00 ; applied by an electrostatic spray process j ®Optional;T-bolts and nuts alloy SS 304 per ASTM 1`593 � El Optional:Other(specify) ElOptional:T-bolts and nuts alloy SS 316 per ASTM F593 COUNTRY OF ORIGIN OPTION (Please check one): Optional:T-bolts and nuts Fluoropolymer Star-Blue �Imporf coaled high strength low alloy steel manufactured 1n accordance with ANSI/AWWA Cl 1 I/A21.11-00 ®100%Domestic' f ®Domestic gland with import components' ('Please see bomeslic Restrainl Cations Available on our websile.) Q REV.14.2 0 REGISTEP.EDIRADEMARK OF STAR PIPE PRODUCTS j STAR'PIPE PRODUCTS FR •rah HOUSTON CORPORATEITOLL FREE I.800-999.1OO9 iFAX281555-9000 mwr.sla Ipipeproducls.eom Page 1 STARTIPE PRODUCTS PVC Sta rg ri p series 40'00. Mechanical Joint Wedge Action Restraint for AWWA C900/C905 arid IPS PVC Pipe TECHNICAL INFORMATION-.. 0D .. O 9TAR Oa p O 0004, O b"PVCSfargripaSeries 4000 foe PVC Pipe PVC 010SPECIFICATIONS* Elm IPS=PIP 00 . IZEPlease =�� _ 1 check sizes, GAS QUINfiD] , x •.,g. .a r ,.:r:, (QfK). ti �`.. r�c' (L95). Z `3G.s� t''�ixr�a1 II�'#"�'i`e:t i•tN?`� ❑• 3 N/A 3.50" 4.09 7.69 8.50 3/4 5/8(4) 4., `7 4 4,80 '4n5D 4:93..ar 9 6, 6.90 6.63 7.03 11.12 11.63 7/8 3/4(6) 6" 13 :�{ +.ee..:cz T w. s;�.,C. t,:,y: -.. g; _ ,, ..3. 'si .i•..,:;�777..3. 77 r .,`n' y 8 ,t9:05 f> e9:18" : 1337; 13:97a ,7/8 3/4(d). b ,,w, 17 fd ?ElB ❑ 10 11.10 10.75 1111.23 '1 5.62 16.18 7/8 3/4(8) 8 23 El {8) ❑ 14 15.30 'N/A 15.45 20.75. 20.36_ 7/8 . 3/4(10) 10 50 _ El k� 1.7 40:':_, ' ';,N/AKr S1. =:1r7:S5;; • ,.23:00 :ae22:4G;' .'='_7y8t:' =3%4(:1 ) ;':,12=r :�OF :. ❑ 18 K19.50 �N/A*' 19.65�w 25.25 24.56 7/8 V~`+3/4(12) 1`2 65 y, ,:c aro.: `;cam~°t',P.: «:-r .,:.: - -;y.r,:•.. .,J;..:.,;, ..,„.,,p,6. .'�,,,�;;;.a>.-` . ❑ ri 20��,f7M0' ❑ 24 25.80 N/A 26.95 32.00 . 30.86 -7/8 3/4(16) r 16 98 ye30 ` Y2 1 73938' 0: `?: "73}. ❑ y,. Y•, U:y, �+•# #` _ , T .�,��.Pv:,9a.li �,z, ,gr. „,�1; �.-m�-max.y..:.•,w��f:sw�yY � ❑ 36 38:30 N/A 38.48 46.25 43.12 1-1/8 1 (24) 24 219 Wl dimensions in inches except i-here indicated I-diniensimt after assemldy on pipe MAXIMUM WORKING PRESSURE RATING WIT"OCCASSIONAL&RECURRING SURGES NOA& C900 C905 ASTM D2241 SIZE(IN) SO - DR14:: OR18 =pR25`:: ii,DRIB.,.a +OR21"'z OR25°';i;DR32:5• ' R17, `:SDR2li::s'?SOR2b 3 - 250 200 60 4 305 '235 M5 - 25DN200 160 6 305 235 165 250 160 8 '305" 235 165 250 - 160 10 305 235 -.165250 16012 305 '235 -165. 250 160 14 235 200 165 125 - 16' "235 200. 165 125 18 235 200 165 .125 20 1 235 1 200 1165 125 24 1 235 1 200 11165' 125 30 165 1 125 36 1 1 165 125 REV.1502 (7REGISTERED TRADEMARK OF STAR POPE PRODUCTS STAR'PIPE PRODUCTS HOUSTON CORPORATEITOII FREE IA0"99-30091 FAX 281.558.9000 FY mils �.sloplpapToducls.com - i. - Page 2 STAR°PIPE PRODUCTS Joint Restraint Submittal Form I 0 Stargripseries000 Mechanical Joint Wedge Action Restraint for - Iron Pipe Patent i SUBMITTALINF• • 9'.tTfcay}rr41,'r••t.F�r,fr",�r�5':=Y5�'•y('f�'�•`52, �,j'e7 qPvi��'4_'�r,"S,.!r?`��w.R'^: ;r:.L•<Q`�..c•y„y,r+T�.yy cYFq:�•N�:{FN":r,�'�'i.F•:.r,T�S:hi°.;J 2;1 MISS r iy3c.�,2�,,�•✓.�^:,<:•;,!,r<.,L''h:"3�Y'sri,;r':..rIr1.i'2x.,i.;&^:'>,'<.�'�bi5ar�'c,1:,,a.t�tiLt z-;t�.r)'.!•'��ertir.;no:bd..` •v'n...:1,' t S�:G' ,:�� h >,.• :�'%;•h"n.n Nr� ,!j�;;x....... r.A3,r.nr� 3.K!{J".. a',• l.r.,�`;A�rll .,"�y'_ j ✓:lf;`.Yi.!�: y '� tt r'•i r �r':r.%'^"'•1'•''b tE Y f(" C �-' �*,,+T �'�:!,; •'� > GS�c.J `Y'' 'i�I~Y„� � �Ffx'7 •ie 3', s�''3. y� �' r c''r•�:::r.•�.z:;aE::;h;::r�r?'? :?. ^:i:T�:T�'r.7G?s'�h4`:lir^;., - 'y _ ?r?S:s --Mfg /.t.i?;sl: .�,.r v,� •,.,.....lfi✓']', .r {•a; '`9� j;x`:.<. '�:t;,�i�4:_rq'1....... {iri?;{';.ur ���fz�'r: ''nh",�,`% �:;if_n"�. :�^.•�:..,,r,::r.:'>::��vftl�'r:::Y'�ri^..:�i"S�:f'lr:?;;�Uc:��kF:�tsn..-r':'•rd:::'✓-.^: A W : If' y J:��i�: >"�,�' !•r.-ya r��'..v,q+;,;,t:_..,;:;z..;.r a'�: '•:�1'i ! I J•�,:,.f3 �J? Y1' / i i �-yt/Y i��.- ..fps_ ..�"(•.•-!,Y•t:• 1.y4J, a �•1c.,. :JY'�rr.''c?:.�t"'rS:�Y`�,'yi^?;:3;,ui>;;r}i;, i'?d%"y hG%1Vffi'eaJ 'i tlrrr} i.,..a...,ra.:._o....L4t " ••:sn. - - �'q':%rGl•C-lsl'"✓"rs, `6 ���c..n'�G%if'�3�.",>.. }&� Y.Y^ R-:/G^io: •'iAy uAri.r'Ya N�' ..✓:,�rfq• :: 4.'.-'.X�.,•re r,r�t: .;c�r•,. •.ru r_r.,rvvr•, ..'(.'" k' �""`�• 1 %.�r:r m';P_ .'rt 7., i.U+ L ,{;'Y.: .�R >R ,.rr�.._,di" 'r'1.::• >,7. ..;. ::ze•IR$R:"tti.yy�.:./.77:3�%•i^:F'v'M1S'i%Vx .f:i 'zt ..`�" r,t-> s�:,lri';� ,/.i��$, •.rz•- ,f✓.- %��...;i' e.,� '%i'y., ih,:^•,r>•: ..t:,.,<L_Y,,A,;;�,r r '?>: ¢, ,Y r Jam' ,u i ij"'is', :.v.=3I' �. -�'i:'Y 1.•L�,.•rgvF.., x' :+.V,',-r ,...d_r,.sx'':s� '•:tL3 ,iit5;✓.,:.�'':�• ,.y;Y. ��.r`>: •..r^A...� 11.•"tom' _`d .�:_ nX� r_�,Y�f _ ../C .S,`�r�.�S?:;` ..��!'y-.-'.. %N: -} .: APPROVED AWWA MEMBER FEATURES&ADVANTAGES Vil ? ,Q, 'ra r`ry; U .f ?' 'n` `wJ, Js �'/ .c',} ,.T-S �.,, <_t5,�•�f(jy /�,y� , , ✓�^. ti "�^+{�' �' �� ,�'C,y�� t r I`5"`'�'�'�`s.�l',r',�',-�.;+ ',t� �� �r f; _.}j'���'✓.'- ' �,' fi��Jf'4_ Ci, .l'`. � ''7 ..,yh ft �vj ��'r/'q'G •rY',.fy,'t� ,yf. "%fj..r„lr ,rK .j+. ! ,:t, •�. � -<�+,��1�'° ,a::�,;��'�. Yry 1.in �� �"•: t" r �1, �i,'h7S2.'�' 9 ,t:,r�:r�tr`,xtS,'r ..., `� r�n��i,`�`' �.•rz;`' s^•1JJ..�' f �'�•�'.".�'• :Xr.��^,;`a,.'r�._. 't?�y.., zii rs�',� I G f = $• g, u "> 6'S �,?;.Ir, ;r"i:,1'•i, 7 ;`y- fr. ,ey} r� .,,-�r.�f,4M: ?3'Y.�1!•�a d!ry.�{�,�i,�g z�4.)5vl�,sfil�:F.r�.s'�=5ft�r�•f d I- s 'x _+rr: '�*%s,, G`:�r t1'.�rtn�"a�i��'3i,�ra ;J i I.,� ::pp �""�R:,?Y;,b,t�tr` l��1.�'�9"'�• :"1�>�'�3_' 'G,�''R�� ��.:r,.4i ' ,:� t •rr�� � �i?'�,,t.f'r, :� � ,�i.•. ;�,,+�,r�d ,y;f'Yfi�Sr�i'.,- "+"�'ri;;_�'1,5•�i:-�I�r':;�.,,.,;r'>t��r,?;;•" .fig-,.i�i.,�i�r�.i°'✓�,'.7 A �•r$.��,'� a } �: ..:y Cr;."g•('•M1.fy/'��egxf .(r.. r:[ •. ;� - r;.=�„„!;k<,: ,y7g •;� .1: rlrY >..,r'•z..,�Yr"?l`F,J,1' rj'f.'j,.`,, ' 'f i r r . ' .�` •._ :j3 ' 1� �.v,,Y"ar.n.• ."�>t srr,;�,. q t rs3 4 ,i' hJ 3 R�. :sar »;" r•�,a, f 'S' - . •✓. - - ;..<,'�'. ` >. "F:Cc"'rs� }r r�{.; •'l_,, ` :,i�';,' ,al,f' tw iuri'$3 Y �.'•.F,£4,,,'y, i•,b. ;,' ,+•i `�.r`.. "��3 ;f�<Ki�;r`R.rrf•2y:^�r���^ �' 1- ',�' .K7,.�3. 1' ,;z�=�Y,'< ,trr '�is•>,4�ti�",.��•.v.,r fir; :iP$r� G'•,�:v"�. q� ;•'� �. ,�t -r, :, �.! `�;' ,., !.�y"_e"tr �;}✓ �,�.'r ;Y•,-ivf'i?,:•f�'•;•r�r';z�`t�''.lr,;�, otti}v' �:r'^;.-.l`lf..,�r' �;:?``..>", v!s,I 1,vi;C�"-.F:=i. •r%•:�"�f�"''v':' '� '��•:� •.1' ;t t' '1>�>' �� 1 � �' �l���uin?er 94••'' �, I ', ,�,{�r{v fj, 5,.. /.�"t:lr�,``;'r li➢a`�vi,,.�7�,;ri?%:.. .ni;�•�:�.,, i'.�.f,.`.Si' y>s." �^}'_G"'Ar'� f,z:... :J,d, ,.l +:.rsldd ¢� ¢�dy,"^'�:�`3s.1�"X-% .Y��sr•r r' � :�. '�rf� 'is 2.�''r r;Y;,y"i�L�`_,=- ix!"1..,.,: `t 5�, _ 1T r •Or"1 �a' „4�, �y., n E!i'��n+hL•f C.Lf.',r�'',�G� S'�,�• S" r .h i ..� :�rr,. .: .a < r',rr #+�%�1,n.:�;aS-�h'1,-�rl�.�;?2ul,R? '�i..'..�.�';rr"rf�'v��ut�.�:,;>3f„�%F✓^::�3>'`�'fw ���'r.'�-r�.w l��.:-S_r. _. ;�..: I l • Gland:Ductile Iron per ASTM A536,Grade 65-45-12 • Wedges:Ductile Iron per ASTM A536•Grade 65-45-12 heat treated to a minimum of 370 BHN + Wedge Finish: Thermally cured Flucropolymer epoxy coating GLAND FINISH OPTIONS(Please check one): HARDWARE OPTIONS(Please check one):El CNDStandard:alkyd enamel coating Standard:T-bolts are high strength low alloy steel manufactured in accordance with ANSI/AWWA ® Optional:Starbond"A TGIC polyester powder coating Cl 11/A21.11-00 applied by an electrostatic spray process Optional;Other(specify) 11 Optional:T-bolts and nuts alloy SS 304 per A5TM F593 EJ a, Optional:T-bolts and nuts alloy SS 316 per ASTM F593 Optional:T-bolts and nuts Fluoropolymer Star-Blue COUNTRY OF ORIGIN OPTION(Please check one): ® coated high strength low alloy steel manufactured ID Import in accordancewith ANSI/AWWA Cl 11/A21.11-00 p ��- I ® 100%Domestic' l Domestic gland with import components' (" ('Pieose see Domestic Restraint Options Avollabte on our website.l REV.13-I O REGISTERED iRADEMARr,OF STAR PIPE PRODUCTS FR 5•ds STAR'PIPE PRODUCTS HOUSTON CORPORATEITOLE FREE 1-BBB-99930091 FA Y.481558.90D0 rA•A 51G1plpep7Cdecls.eom Page 1 I i Starrgrip series 3000. Mechanical Joint Wedge Action-Restraint for Ductile Iron Pipe I Patent #5,772,252 TECHNICAL INFORMATION 6 • S U < i 1 ICISPECIFICATIONS* NQ P ES5URE s �1F W/NUTS t GNU:q_lP O:OF 'A{i!I' Oj( Please F TY111$T;ED. ° q; r WT. slt Rit1Ti G C ti E.. _ .«, W�D.G1 S T-Bfa °TS '� cheeksizes: - >-r c' us OFF. �'1 L _ _ i.�,a.'2t a",'.7.<v±..:a^.�`_-%a.4t1>�-is"'is.,'�:e`a -:s�-��,:i .s;: ,-=�....t.a: :. .: r• �xres. •� ❑ 3 350 d:84 2.40 4.06 6:19 3/4 9185 x "8.78 8.13 2 4 6 MR p 2 4'90; :75p ,, �718=' 11 O6 g!• 9:63"'x` :`9 12� _. ool x k 8:fir,: 6. 350 8.02 2.40 7.00 9.50 7/8 13.06 11.72 11:12 '3 6 12 ❑ 8 350 f01� "251 91'5 ,'1175 "x %8' 1a5;25 :. {3$4 r;F137' .. i,, 17k ❑ 10 350 12.22 2.51 1120 14.00 7/8 17.25 15.88 15,62 6 . 8 24 625 . El. " <.7/8, °1:9:50== 17;98=`•' .1;7:8$' '$_ :i8'1,4? ,,.33¢, • El 14p 350 1&40 2.91 15 44. 18.75 .718- 21.25 K 20.12 20.90 10 10 .40 ;G.=v--'- •.;s,";^f:�'r�-•---^.,+---_•-••-", _',,�' _ :i' <•.-:.��i.;_-i�-''�'^.sY �T��se+,L•,.: ..:•.-J" .if•,•-� ❑ "Q s- - J}. ,J L�i °e`t� 3501.$50 .41�+ 17:54- ,11=00' tx7�/_.8. :13:3� 22:22 k' .'23L(JO;i .e1:2,� °13,12 yy ❑ 18 250 .20.60 2.91 19.64 23.25 7/8 26.40 24.90 };`25.25 12 12 59 ;�.�,20�; ,. 50Ssi,,.,'2270` +267., :21.;Z4:'::25:"50.•'i':,•^7/8 :�8,56= '27,:00'.r` -27:50T,. 7 1.4`;I'" . ❑ Y� .$��S Lwu' .r.+xsmeZ.y ___ ,t_.e a`t i - :�S'. �.Y•�e. t' rT 1eRf_.;,:•3 ' ❑ 24 250 26.90 3.50 25.94 '30.00 `-`7/8 33.86 32.34 31.54 16 16, .139 1. `, .-I,C'NUT`` 'Tq .k _ --f t _ _ J 4.. _ y .kit. ^I'T,.ti'"'�"T'�-A,y,^"":r7,7 t30J250x;. 38;62. 2C)Yjj ❑ 4�aa ::=`.`�"..$:i:s .c:=' =.^:. - -'1a �M4-_ =�`- __•4 _�..d,.�..,�:...:u-:.i:,:.`. a£s.��::ia.,e;.i �e: i�-`i ::es�"c7�A`e ❑ 36' 250 39.59 149 i 38.47 43.75 I=1/8 `'46.42 44.92 46.00 :24 24 232 ❑ 'v ',v,Y. }��-�:,,mr:. •.�,;. ^;�j a:�': -;a;,i - •.'�,,�,r.; :sp,�,�;,i,,r--��°`^^:.^^r"tr"r,�-,_'-'_---=arc--:'.:3•:•...�-, �, r'n-m .°'� - � •42 x 2�r�0 45 79'1�:5:15 44`.75& 501fi 2E i-1 3%8/ 5 4:86 `53 32_ .53:12 a28 2 r OQ, ❑ 48 .250. 52.09 5.15 51.05 57.50 1-M 61.16 59.62. _ 66.00 . 32 32 488 'All dbuenstmns in(aches eccepi where indicated. Notes:, I • Staigrips'a must be ailegndlelp wrapped or protected if ilie)�ate corei-dd by corrcrrte to'ensure that concrete floes trot eater die wedge pocka. • For applications exceeding the maepmon pressor a ratings listed,please contact Star Pipe Products for iecommendations(see Tandeur Staigrip") - • Fo•applicatioas oti exislitig pipe,the pipe needs 16 be stetrcltrrally sound and the surface needs to be Adatirely five ofatiy cortrosire by Ptadacts itI otrlei-for theTvedges to fittciion pnperl)L Please contact Slat-Pipe Productsfor technical assistance. • Sires 42"&48"+•egrtire exh-a.loiig 1%"x 8%"T-bolls. REv.la I O REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR-PIPE PRODUCTS HOUSTOHCORPORAIEITOLL FREE 1-800-999-30091 FAX 281$SO-Mb FY Gab ww,9slmplpeprpducls.5om „Page 2 nCC • I 1 UKAS Registered II ' I ' 1 l n JY MAN 0 pi l 1 I 1 1 1 1 1 1 rMOOPM 1 e ' 11 - :ColecCCCCCC=►.'CCCl:,=CC \ mCC1lC�CCCCCC:I�CCCC1Ca I .C.=......��...�:..�� ..�C...J.... •..Ono, C �CCIC?CCCCCDCCCCCC:.GCCCC 212:2 CC"CCC:.'.CCC��" ACC .CC{.......r. .... .m ��1 i�imC�CmCCCCo m�im� ���dp�� ®� I I 11 • 1 UNITED BRASS WORKS, INC. 714 S.-Main St. Randleman, N-C. 273.17 15a9001 Tel: 800-334-3035 Fax: 800.498=4696 www.ubw.coni Qi5 s}: Model 68' Threaded Check Valve Male NPT x Female'NPT UL Listed FMApproved *As apti-writer haintner check valve for fire pniitp service only! 250 WOG @ 180 ° Max 100% Pressure Tested _ -1 Threaded Ends *Contains Lead. Not For Use in Water Systems Intended For Human Consumption* . F CTWi4-COSS. . MATERIAL LIST; fill -NO. DESCRIPTION MATERIALA III 1 Body Ductile Iron ' 2 Seat Ring Assembly Bronze ; q 3 Sbat Ring Gasket Bima a . 4 Pipe Plug Steel j$ 5 Screw Stainless Steel ., ;6 ' .- c 7 .. w ,a .2 A i .. .i .tt� 3. 4.. 7 tAQO. 3g00 e 9 FLOW GPM Size A l3j, C D c 4" 9.56 3.44 6.25 3.00 Shi P W lbs. Per Ctn. gt.:{ ) QtY 17A 1 Fire Department 1 1 900 Pattern F P P I Description The 90 Degree Fire Department Connecfion.is Underwriters'Laboratories listed and Factory Mutual Approved. Manufactured from solid brass* � components to increase service life.The'single clapper design features brass* i clapper and brass seats within a.cast brass body.'The 21/z"swivels are pin lug_ design for ease of use and compatibility with local fire service districts. Swivel baskets are included'. r" - � _ .fit'; •" -'i`�7;$:., --f_:�!••.ta+�'•"`�1.. :' . Installation Installation of the Fire Department Connection-is pa s achieved with readily available '�_:=' '- - -.i;�` ��� .� 'f� �,:v.�, ����• . -,,.;%ia:""C%;,ri, .1 --F~="i;,f_r.'•._.y•i't'n.. job site tools. Prior to installation make sure the proper identification sign-has :,J;;,.- y,`-j=: :;,;::T:' ':„.,•F:-. -:4.�;ili?5•bile•,.,_.j,r...,..,,, .4.;,,;,...> been installed on the nipple.Coat male threads of 4 IPS-nipple-liberal)Y with 2y'Zr; :li{r•,.�.: ['�`�;��� _l Sw]uel•:Ouflets�,''� u,.•..,, Pi suitable pipe thread-sealant such as Pipefit®,,Tighten FDC one:full turn past hand tight.Make sure FDC is aligned according to.requirements. ff (' ' "Fw' `{'=_'= _; '` i' •.;!vt: a:-_ �'9b�pegree;F�ttetn-.,f:�;::•,r..{ .,.; ''_� DO NOT OVER TIGHTEN.OVERTIGHTENING MAY CAUSE 1'`��'i''Materiel:_ ; =i' .:;iP.:;;:�,•r,.;,;-:�<. STRETCHING AND POSSIBLE CRACKING F THE O OFTHEFDCBODY. . .. , � .-. 1'.^t - •- ..''�.-y ! %,'•..t,�.:P�ii�'r,.-i•C =�_•i:.'{:F�:i.ffa•_♦ ST' a+:_l d` iClN=hdw; W0580'x'fi TF;, 4 tp 3i0Z80X;9TF DDET.i :.3:1250:X' ?%z`T; ':'-`='.n `• NovaSc`'o_:�:;'•,32�00:x5TP•;�:.;,�� ;r�'_> NYFQi is,;;` :QST��"'' s• ::3:,Q31�0�)(',7;TF,:�i:!FS�;, �_; 3.34WkX 6 TP:.;.i :.'. Riclimo'rr� 31:20;X?S ::, TEM '.3,:Q7�50aX�,6°�l'P�•i,..�• ; ,:�: F�:. ^;F:%^I�i,:- - ��:�it r.l::��:;-r>.`:�. ti v�.,..{•ran'.-:.,.}: !: ``F�1ll`Appioved3Q'. , Ji � 3198 LIONSHEAD AVE ? 4'`-."`•ci'= i'_,;:;._a {";:`.,;:•.;z.';.:. CARLSBAD,CA 92010 „i .Contains lead:;Notfar use In; ,f'` ''t: ' water systems Infected fo'r human TEL+1760599-1168 +1800 344-1822 l,, cansumptlptt. a i,f ` $ !F FAX+1 800 N4 -3775 BLS :.c_ � :':':'i•'•`:��'•�- 1 is"i:. •• .�" a.{a::' - iY.%;.,"�.=�. 2M Rre'Protectlon Products Inc. LISTED. rritrr ZURN. McdeM WBR WILWIN3 In building Riser Application ZURN WILKINS Model WEIR In Building Risers are designed for use to connect a water supply line from outside the building to the water system inside the building.May be used in potable water applications. Approvals • UL 0 Listed ULC Oa Listed e FM®Approved Certified to NSF/ANSI 372*by IAPMO R&T 10.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) Materials Options Main Body 304 Stainless Steel ASTM A 312 ❑ - with grooved_outlet connection coupling Gasket SBR-UL Listed and test plug with 1" NPT TAP(standard) Test Plug Iron ❑ F - with flanged outlet connection Grooved Coupling Ductile Iron BUILDING WATER Coupling Gasket EPDM TYPICAL INSTALLATION SYSTEM ZURN WILKINS Features MODEL350ADABG Sizes: 4", 6", 8",10" ` Maximum working water pressure 200 PSI Maximum working water temperature 140°F BUILDING End Connections FOUNDATION OUTLET (Grooved for steel pipe) AWWA C606 I CONNECTION (Flanged) AWWA C207 TO STREET WATER MAIN Class D THRUST6LOCK (Bolt pattern same as ANSI B16.5,Class 150) ZURN WILKINS MODEL (POURED IN PLACE) INLET Push-Ori AWWA C900 I WBR (PVC or Ductile Iron pipe) BUILDING WATER Brackets on inlet side provide attachment A SYSTE _ points for pipe installation equipment. I TYPICAL INSTALLATION ZURN WILKINS MODEL 350DA t I BUILDING FOUNDATION I' - - - - - CONNECTION TO STREET WATER MAIN THRUST BLOCK I _ I (POURED IN PLACE) ZURN WILKINS MODEL Dimensions&Weights(do not include pkg.) WBR-F DIMENSIONS(approximate) WEIGHT WBR MATERIAL Typical Installation SIZE Local codes shall govern installation A B GROOVED FLANGED SCHEDULE WALL requirements.To be installed in ac- in. mm in. I mm lbs. kg lbs. kq THICKNESS cordance with the manufacturers' 4 72 1829 72 1829 77 35 80 37 10 •120 instructions and prevailing govern- _._. 6 72 1829 72 1829 123 56 -423 56 1 10 .134 ment and industry standards and 8 72 1829 72 1829 139 63 136 62 1 5 1 •109 codes. 10 72 1829 72 1829 199 91 ' 197 90 1 5 1 .134 Zurn Industries,LLC I Wilkins Rev.D 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 605-238-5766 Date:7/14 In Canada I Zurn Industries Limited Document No.BF-WEIR 3544 Nashua Drive,Mississauga,Ontario L4V 11_2 Ph.905-405-8272,Fax 905-405-1292 Product No.Model WBR www.zuwn.cam ' I i Mueller CO. MUELLEW SUPER CENTURION° 9111116 FIRE. HYDRANT Rev.1-15 t� 1. i ❑ Super Centurion 250"catalog numbers -UL 246,FM 1510 ANSiIAWWA C502 250 psi rated A421 4-1/2"main valve opening 3-way.(2 hose nozzle 11 pumper nozzle) A423 5-1/4"main valve opening 3-way.(2 hose nozzle 11 pumper nozzle) A454 SAW main valve opening 3-way(3 hose nozzle)' A455 5-114"main valve opening 4-way(4 hose nozzle)' A458 5-1/4"main valve opening 4-way(3 hose nozzle/Mum ar nozzle ' A459 5-14'main valve opening 4-way(2 hose nozzle/ .- Hose Gate Valves required on FM Approved Models 'A459 is UL Listed and ANSI/AWWA C502 - y, Super Centurion 350"catalog number UL 246,FM 1510 ANSVAWWA C502 350 psi rated A423 5.1W main valve opening 3-way(2 hose nozzle/1 pumper nozzle) . ri Super Centurion-200'catalog numbers -UL 246,FM 1510 ANSI/AW WA CS02 200 psi rated I' A-433 4-1/2"main valve opening 2-way(2 hose nozzle) A-435 5-1/4"main valve opening 2-way(2 hose nozzle) -ANSI/AWWA C502 20D psi rated A420 4-1/2"main valve opening 2-way(2 hose nozzle) A424 4-1/2"main valve opening 1-way(1 pumper nozzle) A422 5-1/4"main valve opening 2-way�,2 hose nozzleA425 5-1/4"main valve opening 2-way :,,A-423 5-1/4"main valveopening 3-way - �is'� 17 10 year limited warranty on material and workmanship ❑ Meets all applicable parts ofANSI/AWWA C502 Standard ❑. Post type dry barrel design I•i Dry top design with O-ring sealed oil reservoir 11 Traffic feature with stainless steel safety stem coupling n. Compression-type main valve closes with pressure for positive seal;it is.made of rubber and is conveniently reversible providing a spare for long service life ❑ Operating nut available in wide variety of shapes and sizes-open left or right .❑ Field replaceable hose.and pumper nozzles " Cl Hose and pumper nozzles have large radius,full flow openings for low friction loss ❑ •Contoured shoe is designed for full Flow O Dual bronze drain valves provide effective barrel drainage ❑ 350 psig.(2400 kPa/24 barg)maximum working pressure,700 psig(4800 kPa/48 barg)static test pressure; 260 psig(1725 kPall7 barg)maximum working pressure,500'psig(3450 kPa/35 barg)static test pressure; 200 psig(1400 kPa/14 berg)maximum working pressure,400 psig(2800 kPa/28 barg)static test pressure Dimensions. l Non-rotating bolt design: cast4n pads eliminate need ) for anti-rotation boils. Mechanicaljoint standard and 0450 Front view detail of Mechanical 1 IL Joint(Standard only). Vertical + —:; ar- or - - _ O O Flange ASME 816.1 Class 125 Flange PN 10/16 Drilling - ASME 816.1 Class 125 PN 10116 Drilling I Gm}•1't•NI P} I^ i:t-bae\ I (6'51Da) .� Ndm,rtt'y,rb�t• - ns)NaWem,. Slip-on I I i :n 1� - .. (6•Shoo) be. SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS i 10.4A Mueller Co. 3% 14" A-2361 .RESILIENT WEDGE - GATE VALVES - M.J. x M.J. j Rev.3-15 n ' Catalog number— A-2361-20 Mechanical joint ends(with accessories unassembled) A-2361-23 Mechanical joint ends(less accessories) L I Sizes—3",4",6", 8", 10", 12", 14" U" Meets or exceeds all applicable requirements of ANSI/AWWA C515 Standard, UL Listed; FM Approved,and certified to ANSI/NSF 61,&372. ❑ Standard mechanical joint ends comply with ANSUAWWA C111 ❑ Iron body with nominal 10'mils MUELLERO Pro-Gard9 Fusion.Epoxy Coated interior and exterior surfaces . ❑ Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 Standard. Iron wedge,symmetrical&fully encapsulated with molded rubber;no exposed iron f ❑ .Non-rising stem(NRS) ' ❑ Triple O-ring seal stuffing box(2 upper&1 lower 0-rings),with fourth o-ring serving as dirt seal f " I Ll 2"square wrench nut(optional handwheel available)--open left or open right A=2361.23 ❑ 4"-12"-350,prig(2400 kPa/24 barg)maximum working pressure,700 psig(4800 kPa/48 barg)static test pressure -. 3"&14"-250 psig(1725 kPa/17 barg)maximum working pressure,500 psig(4800 kPa/48 barg)maximum working pressure 3"-OL Listed, FM:Approved:200 psig(1300 kPall3 barg) 4"-12"-UL Listed, FM Approved:350 psig(2400 kPa/24 barg) 14"-UL Listed,FM Approved:250 psig(1725 kPa/17 barg) I ❑ Mueller valves are designed for potable water application Options .See page 1146 for more information on Resilient Wedge Gate Valve options ❑ Position indicators ❑ Stainless steel fasteners:Type 316 ❑ Stainless steel stem:Type 304,Type 316 U.ASTM 698-C66100/1-102 stem U.Handwheel ❑ EPDM Disc and o-rings Resilient wedge gate valve parts 6.202 Catalog part No. Description Material Material Standard G-49 G-16 Bonnet Bolls&Nuts 304 Stainless Steel ASTM F593(boh) ASTM F594(nut) G-41 Stuffing Box Boils&Nuts 304 Stainless Steel ASTM F593(boll) _ ASTM F594(nut) G-49 Stem O-rings(3) : :Nilrile ASTM 62000 G-Q1t7 - G-200 Wrench Nut Cap Screw 304 Stainless,Steel ASTM 1`593 0,16 G-201 Stuffing Box O-nng - Mille ASTM 02000 - G•202 - Wrench Nut - Ductile Iron ASTM A536 G-203. stem Bronze C67600 H04 0-204 Hand Wheel(rial shorn) - Cast Iron ASTM A126 CLB G-205 Stem Nut Bronze- ASTM B504 G-205 Guide Cap Bearings Aceta[ G•212 G•207 Stuffing Box with dirt seal Ductle Iron ASTM A536 T Nildlo ASTM D200 ��4 G-209 Anti-friction Washers(2) Acetal -2p6 f G-209 Wedge,Rubber Encapsulation Ductile Iron' .ASTM A536 SBR ASTM D2000 I G-210•' .Bonnet .. Ductile Iron ASTM A536• G-211- Bonnet gasket Nildle ASTMD20oo - G-212- Body Ductile Iran ASTM A536 'Fully encapsufatedin molded rubber With no Iron exposed T Material strength ASTMA536 6545 minimum 3% 14" A-2361 RESILIENT WEDGE It�u�llee Co. 1 ®®5A GATE VALVES m M.J. x M.J. haded,area iridioatass chang'Rev.9-15 A 0 ICZ �Q 00 - DD- L FF Dimensions Dimension Nominal Size 3" 4" 6" 8" 10" 12" 14" A 12.3B 14.19 18.00 21.50 25.60 28.62 32.75 FF 9.00 9.50 10.00 10.50 11.60 12.00 19.75 L 2.50 '2.50 2.60 2.50 2.50 2.50 3.50 N - 7.50 8.40 10.41 12"68 15.24 18.024 2D.25 O(number and size of holes) 4-.88 4-.88 6-.88 6-"88 8-,88 8-.88 10-.88 DO 4.00 4.50 5.00 5.50 6.50 7.00 11.00 0 3,30 4,30 6.30 8.30 10.30 12.30 14.38 00(boll drde diameter) 6.19 7.60 9,50 11.75 14.00 16.25 18.75 Turns to open 11 14 20.5 26.5 33.0 68.6 43.5 WalghV 83 75 124 181 270 345 693 - Ali dimensions are In Inches.All weights include accessories are in pounds and are approximate. BRW Contracting, Inc. Purchase Order 2522 Hunt Road Land O Lakes FL 34638 Date P.O. No. 813-996-5882 8/17/2020 44895-SHP Vendor Ship To Fleet Products B R W Contracting Inc. 6510 Golden Groves Lane Tampa,FL.33610-2016 Item Qty Description Rate Amount 93.2 Tires&Parts 10 3157 Mini Bulbs 1.25 12.50 93.2 Tires&Parts 10 3157NA Mini Bulbs 2.82 28.20 93.2 Tires&Parts Sales Tax 2.85 2.85 FHWA 1273 is attached and part of this PO https://wtvw.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf Total $43.55