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� <br /> Design Live Losd� ' <br /> • Roof Live Load-40 psf. <br /> • Floor Live Load-40 psf. ' <br /> • Balconies and Decks-60 psf. <br /> • Wind Load- 15 psf. <br /> Foundatioas � <br /> • Footings are designed for an assumed maximum soil bearing pressure of ZOOOPSF. It shall be the <br /> responsibilrty of the contractor to verify that this value is achieved at the foating elevations <br /> indicated and without long term damaging differential settlement to the structure. � <br /> � Bac1�i11 material against the foundation walls shall be granular,free dra.ining and contain not more <br /> than 10%passin�#200 sieve <br /> • Minimum soii cover for new exterior footings at building perirneter shall be not less than 3'-6" � <br /> unless required by local building code to be deeper or where required to match existing footing <br /> cover. Soil cover for footings supparting attached exterior decks shall be 5'-0". <br /> • Unless otherwise noted, faotings under exterior and interior bearing walls shall be 12"wider than � <br /> the wall thickness x 12"deep and reinforced with 2#4 continuous. <br /> Strnctural Steel ' <br /> • Codes for Structural Steel desiga,f�brication and erection. <br /> • AISC Manuel of Steel Construction,ASD,current addition. <br /> • AI 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 l"m�um radius. <br /> • Provide shop dra.wings for all shuctural steel items. <br /> Wood Framing � <br /> • Code:NFPA National Design Specification for Wood Construction,latest eciition. <br /> • Shop drawings are required for all Microlatn and Glulam members. � <br /> • Wood posts made up of 2 x members shail be nailed together @ 18" o.c.,each side,staggered <br /> spacing,using IOd naiIs unless otherwise noted. <br /> • Double all floor joists under parallel to span partitious. � <br /> • Where indicated,joist hangers shall be 18 ga.,face mounted unless noted oti�erwise. <br /> Genera! � <br /> • Prnvide tempora�y bracing,shoring,etc,to all sire�ctural elements,as required at any stage of <br /> constraction,to withstand construction loads or any other usual load during the cons#ruction <br /> period. Such bracing shall remain in place as long as required for safaty until completion of the � <br /> project. <br /> OI030 ALTERNATES � <br /> General <br /> This section includes administrative and procedural requirements goveming Alteraates. � <br /> Procedures <br /> Coardination:Modify or adjust affected adjacent Work as necessary to completeiy and fi�lly integrate ' <br /> that Work into the Project. Include as part of each alternate,miscellaneous devices,accessory objects, <br /> and similar items inciden#al to or required for a complete installation whether or not mentioned as part of <br /> the Ahernate. � <br /> SUNIIVIARY OF WORK Page 2 of S <br /> GFNFRAi REQUIREMENTS � <br />