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6606 STADIUM DR (2)
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6606 STADIUM DR (2)
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Last modified
5/2/2017 11:05:05 AM
Creation date
5/2/2017 10:57:54 AM
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Building Plans
Street #
6606 STADIUM DR
Location
STADIUM DR
Contractor
RONALD E HUFF
Building Plans - Permit #
DIALYSIS CENTER
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� � � ��. . ._ . <br /> � I � <br /> i � � PLl1MBING <br /> � I j SECTION 15400 <br /> q I <br /> 'I i <br /> �I ; ; <br /> �G. Shop Drawing, Substitutions, and Prior Approval submittals will not be accepted or <br /> I � i reviewed if sent to Engineer thru electronic facsimile transmissions. All submittals shall <br /> i be submitted per the General Conditions of the Specifications. The purpose of timely <br /> � ' review thru proper channels shall not be circumvented with the use of facsimile devices. <br /> I � i <br /> � , <br /> � � 'H. The minimum time for the Engineer's shop drawing review is five working days and will <br /> �j � � ' not include holidays, weekends and periods of unreasonable time (A.S.A.P.) designed <br /> y � ; <br /> i� , to speed up a normal review process thru proper channels and other disciplines. <br /> I� �I. Shop drawings shall be marked with black"clouds" around or"arrows" at the exact item <br /> d (not be marked with"quick referenced magic markers"or"highlighters"). <br /> i <br /> �I ' � <br /> II 1.6 'PERMITS: The Contractor shall obtain all permits and pay all related expenses. <br /> � 1.7 'WARRANTY: All equipment and work shall be guaranteed for one year after date of <br /> I �acceptance. <br /> �, <br /> � 1.8 ;SUBSTITUTIONS: To obtain approval to use unspecified products, bidders shall submit <br /> ; ;written requests to Architect at least ten (10) days before the bid date and hour. Requests <br /> �received after this time will not be considered. Requests shall clearly describe the product <br /> ;for which approval is asked, including all data necessary to demonstrate accept ability. If the <br /> j ,product is acceptable, the Engineer may approve it in an Addendum to be issued to all prime <br /> � bidders on record by the Architect. There will be no verbal approval of substitutions. <br /> � , � <br /> i � <br /> � i <br /> 2. PART 21-PRODUCTS , <br /> � ; <br /> I� <br /> 2.1 ; ACCEPTABLE MANUFACTURERS: See individual product systems. <br /> I� ' i <br /> j 2.2 ;GENERAL: Comply with appropriate Division 15 sections for product requirements of piping <br /> u � 'materials. For each service, provide the piping materials indicated including pipe, fittings, <br /> ;joints, hangers, supports, anchors and accessories. Where more than one type is indicated, <br /> I ; 'selection is Installer's option. Where type is not otherwise indicated, provide materials <br /> I� , �complying with governing regulations. <br /> I ' ' <br /> 2.3 � �STORM AND SANITARY SYSTEMS <br /> i ; <br /> ' ; 'q. Cast Iron Piping: Storm and sanitary drain, waste and vent piping above and below <br /> � ; � slab/grade to 5'-0"outside building as-indicated on drawings: Pipe size 15" and smaller: <br /> , ; � Service weight cast iron pipe and fittings, no-hub type, conforming to latest issue of <br /> � � � CISPI standard 301-90, ASTM A-74, A-888-90, G564, manufactured by Charlotte Pipe, <br /> I, � or Tyler Pipe Corp. Fittings shall be high quality neoprene elastomer gasket per ASTM <br /> f ; ; D2240; four band ASI 301/305 stainless steel no hub couplings for hubless cast iron soil <br /> � ! pipe shall be as manufactured by Husky or equal. ("Mage-Connect" couplings not ap- <br /> � � � proved.) <br /> � <br /> � i <br /> � ; i <br /> I � I <br /> � � i <br /> � i <br /> � , <br /> I <br /> ' (97008-040497) � 15400-3 <br /> � � I <br /> a � � ' - <br /> � � i <br /> i <br /> � ii <br /> , i <br />
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