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t� <br /> �4 <br /> n s <br /> �Uf c t <br /> LU <br /> u u <br /> Vfl �N <br /> lix >f <br /> IL z= <br /> 0 <br /> mm <br /> on <br /> T. <br /> W' <br /> F,""40 <br /> I it I _ I <br /> f— <br /> CPf-6_� I P1-6 J W <br /> a a <br /> -- __ <br /> W <br /> - <br /> -- -- — -- Z <br /> r , <br /> �� Q<Q <br /> s <br /> Q O <br /> OS07 ALL HAMIIJG t.i:.RDWARE S07 ALL FRAMING OR HARDWARE <br /> NGT SHO'NN Of. CIFlED .-- NOT SHOWN OR SPECIFIED Z <br /> TO REMAIN UNL I:INGED TO REMAIN UNCHANGED J <br /> 4 W W <br /> I I <br /> LU <br /> � I I <br /> I <br /> I <br /> � I <br /> i I <br /> it II I <br /> I <br /> I I <br /> Z W <br /> I I <br /> > <br /> B W <br /> S07 - 30 '° FOUNDATION PLAN NOTES 0 u- <br /> ,L , 1 Slab-on Grade shall be 4 thick Slab shall be poured over Free Draining Granular Fill per Geotechmcal Repots.See ArchRaidural O <br /> L_- — --- _ Depression, re Dravnngs for Slab Elevauon, and Slope requ moms Z <br /> 2 Gonstruct on/Control Joint m Slabs are optional but recommended to control main-When used,slab areas between t shall <br /> y ,%1L _ 4 9 Iosssa <br /> _ -— - N — be approximately square and 400.sf or less. Q U <br /> Z3. The Contractor shall delerm ne actual footing elevalions based on final grades and site contlibons.Bottom of Footings shall be set � Z <br /> an wm tent pe properly graded bearing soil below Frost Depth � O <br /> 4. Anchor Bolts for Exterior Stud Wells shall be in accordance with P I-6 of the Shear Wall Sohedule of 1/S06,u.o.n- <br /> 5. See 11 for Simpson to USP hardware wnversion table. O <br /> EXTENDED GARAGE OPTION-ELEV-'E' 3-1 GARAGE OPTION-ELEV.'B' L <br /> LEGEND <br /> XX � <br /> SXX DETAIL CALL-0UT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/606 <br /> SCAB-ON-GRADE PER PLAN NOTE 1 k <br /> E <br /> FOUNDATION N <br /> L WALL---J <br /> H- <br /> RAISED FOUNDATION WALL g <br /> it <br /> W <br /> 0 BEARING OR SHEAR WALL ABOVE a <br /> Q N <br /> ®/ CRAVW SPACE POST BELOW � <br /> O FOOTING CALL-OUT SEE S/SW W <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 <br /> S02.1 B(M) <br />