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Arch/structural specs for addition
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2180 Abingdon Way - 03-117-23-24-0012
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Arch/structural specs for addition
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Last modified
8/22/2023 4:36:04 PM
Creation date
7/26/2018 3:33:21 PM
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x Address Old
House Number
2180
Street Name
Abingdon
Street Type
Way
Address
2180 Abingdon Way
Document Type
Misc
PIN
0311723240012
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the wall thickness x 12"deep and reinfom�,ed with 2#4 continuous. <br /> Structaral Steel <br /> • Codes for Structural Steel design,fabrication and erection. <br /> • AISC Manuel of Steel Construction,ASD,current additiott. <br /> • Al 1 bolts to be 3/4"diameter,ASTM A325,unless otherwise noted.Shop connections may be <br /> welded. <br /> • All beam web copes shall be made to a 1"minimum radius. <br /> • Provide shop drawings for all shuCh�ral steel items. <br /> Wood Framing <br /> • Code:NFPA National Design Specification for Wood Construction,latest adition. <br /> + Shop drawings are required for all Microlam and Glulam members. <br /> • Wood posts made up of 2 x members shall be nailed togeTher @ 18"o.c.,each side,staggered <br /> spacing,using lOd nails unless otherwise noted. <br /> • Double ail fldor joists under parallel to span partitions. <br /> • Where indicated,joist hangers shall be 18 ga.,face mounted unless noted otherwise. <br /> General <br /> • Provide temporary bracing,shoring,etc,to all structural elements,as requir�d at any stage of <br /> construction,to withstand consduction loads or any ot�er usual load during the construction <br /> period. Such bracitig shall remain in place as long as required for safety until completion of the <br /> project. <br /> 01030 ALTERNATES <br /> General <br /> This section includes administrative and procedural nequirements governing Alternates. <br /> Procedures <br /> Coordination:Modify or adjust affected adjacent Work as necessary to completely and fully integrate <br /> that Work into the Proj�c� Include as part of each alternate,miscellaneous devices,accessory objects, <br /> and similar items incidental to or required for a complete installation whether or not mentioned as part of <br /> the Altemate. <br /> Defmitions: <br /> TI�DEFINITION BELOW AMPLIFIES TI�DEFIIJITION 1N AU�DOCUMENT A701, <br /> "INSTRUCTIONS TO BIDDERS."IT ASSUMES Tf�NORMAL BIDDING SITUATION WITH <br /> CONTRACTORS STATIl�iG ALTERNATE AMOUNTS REQUESTBD ON THE BID FOItivt. IT <br /> ALSO ASSUMES THAT THE OWNER WII.L DECIDE TO ACCEPT OR REJECT ALTERNATES <br /> B�FORE SIGNII�JG THE AGREEMENT. IT ALSO ASSUMES TI�AT TI�BIDDING <br /> DOCUMENTS STIPULATE TERMS UNDER'DVHICH TI�OWNER WILL ACCEPT OR REJECT <br /> THE ALTERNATES. <br /> Alternates: <br /> A. Defmition: An alternate is an amount propos�by bidders and stated on the Bid Form for certain <br /> work defined in the Bidding Requirements that may bG added to or deducte.cl from the Base Bid <br /> amount if the Owner decides to accept a corresponding change in either the amount of conshuction <br /> to be completed,or in the produc�s,materials,equipme�,systems,or installation methods <br /> described in the Contract Dcscuments. <br /> 1. The cost or credit for each alternate is the net addition to or deduction from the � <br /> Contract Sum to incorporatc the Alternate into the Work. No other adjushnents are <br /> made to the Contract Sum. <br /> Procednres: <br /> A. Coordination: Modify or adjust affacted adjacent Work as necessary to completely and fully <br /> integrate that Work into the Project <br /> 1. Include as part of each alternate,miscellaneous devices,accessory objects,and similaz' <br /> items incidental to or required far a complete installation whether or not mentioned as <br /> part of the Alternate. <br />
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