Laserfiche WebLink
ALL FRAMING OR HARDWARE <br />NOT SHOWN OR SPECIFIED <br />TO REMAIN UNCHANGED <br />I <br />r---L <br />3-CAR GARAGE OPTION - ELEV 'A' <br />� <br />I <br />— <br />I <br />�soa� <br />5 ^^5 <br />I <br />I <br />I <br />ALL FRAMING OR HARDWARE <br />I <br />I <br />1 <br />NOT SHOWN OR SPECIFIED <br />S07 <br />TO REMAIN UNCHANGED <br />- <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />EXTENDED GARAGE OPTION - ELEV. 'A' <br />FOUNDATION PLAN NOTES: <br />1. Sla n lade shall be 4" thick. Slab shall be poured ov rei) ra�Fli per GewecIm cal Report. See Architectural <br />Drew ngs for Slab Elevat on Depressor and Slope requirements. <br />Cfnslruct o Control Joint In Slabs are optional but recomme ldad to control cracking. When used slab areas between loiste shall <br />ba approz mately square and 400-sf or less <br />3, The Contractor shall determine actual fooling elevations based on final grafts and site conditions. Bottom of Footings snail be set <br />on competent, properly graded bearing soil below Frost Depth. <br />4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 11S06, u.o.n. <br />5. See 1GIS06 for Simpson to US hardware comersifn table. <br />LEGEND <br />XX DETAIL CALL -OUT <br />X. <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11506 <br />SL48-0N-GRADE PER PLAN NOTE 1 <br />L I FOUNDATION WALL <br />---J <br />0 RAISED FOUNDATION WALL <br />BEARING OR SHEAR WALL ABOVE <br />CRAWL SPACE POST BELOW <br />XX FOOTING CALL -OUT SEE 5/S07 <br />STEP STEP TOP OF STEM WALL <br />