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, <br /> Design Live Loads ' <br /> � Roof Live Load-40 psf. <br /> � Floor Live Load-40 psf. , <br /> • Balconies and Decks-6Q psf. <br /> • Wind Load- 15 psf. <br /> Foundations � <br /> • Footings are designed for an assumed maximum soii bearing pressure of 2QOOPSP. It shall be the <br /> responsibility of the contractor to verify that this value is achieved at the footing elevations <br /> indicated and without long terxn damaging differential settlemen#to the structure. ' <br /> • Bac�ill material aga.inst the foundation walls shall be granular,free draining and conf.ain not more <br /> than 10%passing#200 sieve <br /> • Minimum soil cover for new exterior footings at bUiIiiing perimeter sha.11 be not less than 3'-6" , <br /> unless required by local building code to be deeper or where reqnired to match existing footing <br /> cover. Soil cover far footings supporting attacheti exterior decks shall he 5-0". <br /> • Unless otherwise noted,footings under exterior and interior bearing walls shall be 12"wider than ' <br /> the wall thicknass x 12"deep and reinforced with 2#4 continuous. <br /> Structural Steel ' <br /> • Codes for Structural Steel design,fabrication and erection. <br /> • AISC Manuel of Steel Construction,ASD,current addition. <br /> • A11 bolts to be 3/4"diameter,ASTM A325,unless otherwise noted.Shop connections may be <br /> welded. ' <br /> • All bearn web copes shall be mada to a 1"minimum radius. <br /> • Provide shop drawings for all structural steel items. <br /> Wood Framing � <br /> • Code:NFPA National Design Specification for Wood Construction,latest edifion. <br /> • Shop drawings are required for all Microiam and Glulam members. ' <br /> • Wood posts made up of 2 x members shali be nailed togetfier @ 18"o.c., each side,staggered <br /> spacin�,nsing IOd nails unlcss otherwise noted. <br /> • Double a!1 floor joists under parallel to span partitions. ' <br /> • Where indicated,joist hangers shall be 18 ga.,face mounted unless noted otherwise. <br /> Genera! ' <br /> • Provide temporary bracing,shoring,etc,to ali structural elemenCs,as required at any stage of <br /> construction,to withstand construction loads or any other usual load during the construction <br /> period. Such hracing shall remain in place as long as rec}uired for safaty until completion of the � <br /> project. <br /> 01030 AL'�ERNATES ' <br /> General <br /> This section includes administrative and procedural requirements governing Altcrnates. , <br /> Procedures <br /> Coordination:Modify or adjust affected adjacent Work as necessary to completely and fully integrate � <br /> that Work into the Project. include as part of each alternate,misceilaneous devices,accessory objects, <br /> and similar items incidental to or required for a complete installation whether or not mentioned as part af <br /> the Alternate. , <br /> SUMMARY 4F WORK Page 2 of 5 <br /> GENERAL REQUIREMENTS , <br />