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0 <br /> 50 <br /> �0 <br /> 0 =0 <br /> �N Gz <br /> 22 LL= a <br /> x <br /> U J . <br /> a ww <br /> x= <br /> 00 <br /> STH p'9kJ - 3rHp 9 C7 <br /> " I z <br /> z` <br /> I I I <br /> I I I I <br /> I I I I ly T. <br /> i a �01 ASH4c <br /> I I I I <br /> I I i i 14 .. <br /> I I <br /> co <br /> I I I I <br /> I I <br /> I I 2 <br /> —— -- - ? 2'D' L Of <br /> Cf <br /> r -- -_ W <br /> --J = Q <br /> II I I Q <br /> O Z <br /> l <br /> I I O <br /> I I U) Q <br /> ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SPECIFIED ~50 �ALLFRAMING OR HARDWARE 1 <br /> �! NOTSHOWN OR SPECIFIED S07 J <br /> TO REMAIN UNCHANGED § TO REMAIN UNCHANGED W <br /> I I a <br /> I I <br /> I I I <br /> I I I <br /> 1 W <br /> z W <br /> W <br /> ---------I' <br /> 5'-0"z2'-6"x12"THICK 3 5'-0"x2'-6"x12 THICK FOUNDATION PLAN NOTES LL <br /> FOOTING p4 10'oc I- S07 FOOTING WI#4@10"a I t Sla-an- rase sha e4IN- lab Shallapoured over ree rainng Granular vw Geotechn pl eport ee Arcrtectumi — <br /> FA WAY,BOTTOM I — — —— ——_-� EA.WAY,BOTTOM �r ———I I Drawings for Slab Elevation Depression,and Slope requ mn, s. z <br /> 2 Construction/Control Joint in Slabs are optional but recommended to control cracking.When Used,slab areas between joists shell a O <br /> be approximately square and 400-sf or less Q U <br /> _ - I 3 The C-tract-shall determine actual footing elevations based on final grebes and site taMRions.Bottom of Footings shall be set Z . <br /> __———— —�` —— on competent pr mloperly graded bearing soil below Frost Depth. LL <br /> Q <br /> E <br /> 4, Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/S06,u.o.n. <br /> Pi-8 O U <br /> 6. Be,101506 for Simpson to USP hardware wnversion table. <br /> 6,-D„ 1 1 <br /> LL <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' LEGEND � <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> FFTTI <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF VS06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> so <br /> _ so <br /> Low FOUNDATION WALL <br /> In <br /> - <br /> 0 RAISED FOUNDATION WALL <br /> UJ <br /> �] BEARING OR SHEAR WALL ABOVE it <br /> m N <br /> Q CRAWL SPACE POST BELOW � NL <br /> X% FOOTING CALL-OUT SEE 5/S07 �j o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S02.1 A <br />