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0 <br /> H N <br /> 1� <br /> W <br /> 0 <br /> - S 0 <br /> Q'41 O F L <br /> W u S <br /> E ` tr <br /> V <br /> a, ` <br /> =2 <br /> m' <br /> W <br /> s <br /> N C7� = <br /> �€L <br /> l OpTA8Nr,1 <br /> O <br /> u <br /> co <br /> LL <br /> -- -- F - Z � <br /> ae'�J I <br /> soon so"o� I � Q <br /> I I L r <br /> p <br /> I <br /> ALL FRAMING OR HARDWARE 1� _ ALL FRAMING OR HARDWARE S07 Q <br /> NOT SHOWN OR SPECIFIED "� NOT SHOWN OR SPECIFIED <br /> TO REMAIN GED UNCHAN TO REMAIN UNCHANGED I > <br /> - -._ I I W w <br /> I I <br /> I <br /> I I <br /> I I <br /> I i � <br /> of <br /> Z w <br /> _ I w <br /> (30� __—I FOUNDATION PLAN NOTES: LL <br /> r ____ J 1. Sla n odes a I be 4 thick Slab shall be poured�Drain ng G anu ar FTper Oe to<h cal Repon See Architectural O <br /> Drawings for Slab Elevation,Depression, <br /> and Slope requirements D z ` <br /> —— 0 2 ConsVucl milContrcl Joint In Slabs are optional but recomme rded to control cracking.Whe used.slab @rasa between t hall Q /�a Ir- <br /> -.--_.J� r9 loss \L <br /> iN iv be approx manly square and 400 sf or less .J U <br /> -_. __._ P1_ Z <br /> I - -- . he Contractor shall determine actual fooling elevations Depth. <br /> on M1nal grades end site conditions.Bolcom of Footings shall he set /'� Z <br /> —__--_ -------- 3 T C l Lim an competent,properly graded bearing soil below Frost Depth. � O <br /> OY" 5-0 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-13 of the Shear Wall Schedule of IISU6,u.o.n. <br /> 5. See 10ISO6 for Simpson to USP hardware conversion table. O U <br /> 3-CAR_GARAGE OPTION_ELEV-'H' EXTENDED GARAGE OPTION-ELEV.'A' U- U) <br /> --_ _..- --------- LEGEND <br /> XX DETAIL CALL-OUT <br /> X.X <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF t1S06 <br /> SL48-0N-GRADE PER PLAN NOTE 1 k <br /> do <br /> m <br /> LI_.--J FOUNDATION WALL � <br /> y <br /> H <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> O a <br /> BEARING OR SHEAR WALL ABOVE <br /> H ry <br /> CRAWL SPACE POST BELOW <br /> 0 <br /> XX FOOTING CALL-OUT SEE 5507 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> t14"-,-0' 0 1 2 4 8 16 S02.1 A <br />