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0 <br /> �o <br /> e 3Ld <br /> p = 2U xl- <br /> o <br /> W � <br /> S <br /> IL x w3 <br /> W <br /> a =w <br /> o0 <br /> min <br /> f G_ # <br /> - <br /> I <br /> Eu� W <br /> W s� <br /> 1 W � <br /> T. <br /> 01 <br /> I I I <br /> as� <br /> I I I I <br /> 5 0 10.0' �\ <br /> CO LL <br /> P16 2,-0., P16 2-0., LL J <br /> LU <br /> -_- �— ----, r------- --, L — T <br /> Z <br /> I I I ( VJ Q <br /> ALL FRAMG ARE ALL FRAMING OR HARDWARE W <br /> 507 NOT S <br /> H <br /> OWIN OR r N GR ID S07 NOT SHOWN OR SPECIFIED <br /> o TO REMAIN UN ED I TO REMAIN UNCHANGED <br /> ------ 9 m <br /> I I I I <br /> I I 1 <br /> I I I I <br /> I I I <br /> I I I <br /> I w <br /> Uj <br /> o W <br /> 5'-0"xT-6"x,2"Tyat 13 FOUNDATION PLAN NOTES' LL <br /> _—, FOOTING W/#4 is 10"oc I I S07 —— FOOTING WI#4(d 10"oC - a sal 4 trick,Slab shall lu".pouretl ova Imng gnu ar III per eotechNcal Report. ee rchileclural Eo Q <br /> n ra aree a <br /> — —— r 'Drawings for Slab Elevation,Depression,antl"'Slope regti remenls, z <br /> �——— EA WAY ECTT O:5:1 I L-- _ —J �� EA.WAY.BOTTOM <br /> ----- I I __— 2. Construction/Control Joint m Slabs era optional but recommended le Control uaUdrlg.When aced,slab areas between joists shall ® Q <br /> --_._ I. <br /> ———— — L— -. be approximately square and 400}af or Tess. 1 <br /> ry <br /> — 3. Tha Conlractar shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set Z^ <br /> — on competent,properly graded bearing soil below Frost Depth. `V 4 Anchor Bolts for Exterior SWtl Walls shall be in accordance with P,-6 of the Shear Wall Schedule of 1/806,u o.u. o <br /> 1 6 6. See 10/SO6 for Sim to USP hardware conversion table. V <br /> tOYz" 6'•3" 1OY2" Psan 0 <br /> EXTENDED GARAGE OPTION-ELEV.'b' 3-CAR GARAGE OPTION-ELEV.'B' LEGEND <br /> xx � <br /> SX. DETAIL CALL-OUT <br /> 1®- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 ..I <br /> SLA&ON-GRADE PER PLAN NOTE I hQ- <br /> m <br /> r01 FOUNDATION WALL � <br /> t- <br /> RAISED FOUNDATION WALL <br /> BEARING OR SHEAR WALL ABOVE <br /> CRAWL SPACE POST BELOW O A <br /> XX FOOTING CALL-OUT SEE 51507 o <br /> STEP STEP TOP OF STEM WALL <br /> sa2.1B(M) <br />