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C• <br /> �J <br /> S <br /> W yZ <br /> O F =0 <br /> Gz <br /> w= <br /> �c <br /> mm <br /> s <br /> P.-a <br /> �"^ <br /> P4I <br /> z"aW <br /> zK � <br /> w a <br /> ' . T. <br /> d <br /> P IcoLL- <br /> LU <br /> — W <br /> < <br /> �I ---- Q <br /> r------- L----- 0 <br /> ��� - L ----- Z <br /> I Ns I I ms J F- <br /> W LU <br /> T w <br /> W <br /> Css�l I I so' t-- m <br /> ALL FRAlvlb•ii5 OR HAt .- ALL FRAMING OR HARDWARE <br /> NOT SHOWN OR SFLGFIELi NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED <br /> I i I I <br /> W <br /> W <br /> O W <br /> I - FOUNDATION PLAN NOTES' LL <br /> j 3 1 Slab.on-Grade sha I be 4'ih'ck.Slab shall be poured over Free Dra n ng Granular Fdl per Geotechn;W I Report See Architectural z Q <br /> I I I S07 30 Drawings for Slab Elevation,Depress on,and Slope requ remems <br /> — , 2 ConsVucdorvConVol J.da in Slabs are optional but reco—Infild to control cracking,when used,slab areas bet ma 1 pasts shall Q <br /> ..�__-I � -'- _ - - i be aPProkmatey square antl 400-sf or lass Q � U <br /> 3. The Contractor shall determ ne a—al footing eleva ions based on final graces and site wridnons.Bottom of Foofings shall he set z Z <br /> iv on—patent,properly graded bearing soil below Frost DepN. <br /> — _ - 4. Anchor 8o1is for Extenor Stud Walls shall be in accordance with Pl-6 of the Shear Wall Schedule of I IS06,u.o.n. <br /> 1OYi' O <br /> 5. See 101S06 for Simpson to USP hardware wnversion table O 0 <br /> 8'-3" 10Yz' <br /> (n <br /> LEGEND <br /> EXTENDED GARAGE OPTION-ELE- 3-CAR GARAGE OPTION-ELEV.'B' <br /> SX.X DETAILCALL-OUT <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 11S06 <br /> SLA8-0N-GRADE PER PLAN NOTE i <br /> L FOUNDATION WALLon <br /> m <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> [� BEARING OR SHEAR WALL ABOVE IL <br /> W N <br /> �-� CRAWL SPACE POST BELOW <br /> a <br /> (- FOOTING CALL-OUT SEE 5=7 > o <br /> STEP STEP TOP OF STEM WALL <br /> 0 <br /> 1 2 4 8 16 <br /> S02.1 B(M)I <br />