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0 <br /> r ry <br /> =J <br /> to� <br /> W <br /> 0 t 50 <br /> � G = <br /> l <br /> U Q'ui i—Z <br /> W=, { a <br /> LL > <br /> w <br /> a' 2T. <br /> T. <br /> m <br /> of <br /> a" <br /> pRj <br /> xs' <br /> 5666 <br /> F— <br /> I I u- <br /> -r-D' t o_D W <br /> L;li I al I = LU <br /> Pi <br /> L ----- Z <br /> I I rn o� rpop w Lu <br /> W <br /> J <br /> I ` <br /> t <br /> W <br /> I so I I, so7 � Q <br /> 9 [ALLFRAKAINGGZ11 u vv ALL FRAMING OR HARDWARE <br /> T SHOWN OR SP CIFIEC `� a LF NOT SHOWN OR SPECIFIED <br /> O PEf9HN hl^H UVGLL, TO REMAIN UNCHANGED <br /> W <br /> { z <br /> I I > <br /> 1 W <br /> FOUNDATION PLAN NOTES LL <br /> 3 i Slab-on-Grade she be 4'Nick Slab shall be poured over Free Drain ng Granular Fll per Geotechn'caI Rapov.See Architectural Q <br /> 1 1 S07 30 Drawings for Slab Elevation Depress'on antl Slope rnyuiremenls. <br /> 2 Construction/Control Jo nI In Slabs are opi oval but recotinended to control cracking.When used,slab areas between joists shall I _ I be approximately square and 400 sf or less. Q Q � U <br /> 3. The Contractor shall detarm ne actual fooling elevaUats based on final grades and site conditions,Botlom of Footings shall be set 7 <br /> on coin I properly graded g soil below Frost Depth. ram•� - i iv __--... pe enI I ded bearing <br /> 4. Anchor Balls for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/S06,u.c.n. �— <br /> tO <br /> "V.--'-- Yz'. 5. wee 10/SOfi for Simpson to USP hardware conversion table. O <br /> Q <br /> 8'3" t0Y2" <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELEV.',,, 3-CAR GARAGE OPTION-ELEV.'A' <br /> - --� ---__ DETAIL DETAIL CALL-OUT <br /> SX.X <br /> 7P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> SLAB-ON-GRADE PER PLAN NGTE 1 <br /> k <br /> m <br /> (- 1 FOUNDATION WALL <br /> RAISED FOUNDATION WALL <br /> K <br /> BEARING OR SHEAR WALL ABOVE a <br /> Q N <br /> CRAWL SPACE POST BELOW <br /> O FOOTING CALL-OUT SEE 5/S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 <br /> S02.1A(M) <br />