Laserfiche WebLink
W <br /> 0 <br /> u � S <br /> Ua �in <br /> �� wa <br /> wf <br /> Q < <br /> a =_ <br /> r <br /> dO <br /> m <br /> wVt= <br /> z z-- <br /> wa <br /> ' ^1`pT00 <br /> NSy�1 <br /> c <br /> 0 <br /> d <br /> a <br /> LNAI.i1� <br /> 110-D., <br /> I <br /> LL. <br /> Pi" W <br /> LL <br /> I j I <br /> O O <br /> L�(= ALL FRAMING r RUWARE 1 ALL FRAMING OR HARDWARE Q <br /> -i S07 NOT SHOWN UI:...'CIFIED S07 NOT SHOWN OR SPECIFIED <br /> TO REMAIN UN( iNGED TOR UNCHANGED Z W <br /> W W <br /> LLI <br /> I -1 <br /> -- <br /> I II I II <br /> I <br /> I j � <br /> z W <br /> s Q W <br /> SO7 30 FOUNDATION PLAN NOTES LL <br /> _— _ 1 Slab on-Grade shelf be r fln ic.Slab shall be pouratl over Pree Dra n ng Granular ill per Geolechnical Report Sae Architectural <br /> j I ___.- —__ Draw tgs for Slab Elevation,Depress on and Slope requsements. < z/ } <br /> ��— - 2 Construct oNConsq are a n Slabs are optional at used slab areas between Is shall Q V U <br /> L— — be approK malely square and 400-sf or Iess,nal but taco nmended to control cracking.When joists <br /> The Contractor shall d ne actual foaling elevations based on final grades and Sit,contl t ons Bottom of Fooaigs shall beset z Z j <br /> on competent properlyy grad gradetl bearing soil below Frost Depth. � LLB O <br /> 10y1' 8'-3" 10Yz' 4. Anchor Bolls for Exterior Stud Walls shall be in accordance with P1.d of the Shear Wall Schedule of I ISO6 u.o.n. <br /> 5. See 1 OiSO6 for Simpaun to LISP hardware--aion table. Q U <br /> EXTENDED GARAGE OPTION-ELEV.'B' 3-CAR GARAGE OPTION-ELEV.'B' L L. 0 <br /> ---------.. --------------__..-_ LEGEND <br /> xx � <br /> SX.X DETAIL CALL-0UT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/S06 <br /> Sl.4B-ON-GRADE PER PLAN NOTE 1 <br /> --- m <br /> FOUNDATION WALL � <br /> N <br /> r <br /> RAISED FOUNDATION WALL <br /> w <br /> O a <br /> BEARING OR SHEAR WALL ABOVE <br /> —4 <br /> F N <br /> CRAWL SPACE POST BELOW <br /> O <br /> OFOOTING CALL-OUT SEE 51SO7 > 4-j <br /> STEP STEP TOP OF STEM WALL <br /> d 1 z a a ,d <br /> S02.1 B(M) <br /> v4°=r-o• <br />