Laserfiche WebLink
0 <br /> �P <br /> W <br /> Q 1' <br /> in c <br /> �W V wI Uo a <br /> LLx : 5 <br /> a' cow <br /> xx <br /> �r <br /> mm <br /> s� <br /> rn_ <br /> w�-a <br /> W f <br /> 0'-0 S.A. <br /> I I I I <br /> a OO C7 <br /> LL <br /> W--PIA J Q <br /> I t <br /> I <br /> O Z <br /> O <br /> I <br /> ALL FRAMINu OR HAIRDWARE _ _ ALL FRAMING OR HARDWARE 5107 Q <br /> NOT SHOWN OR SPECIFIED NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED > <br /> LLI <br /> ---- — 4 a W <br /> I I - <br /> I I <br /> I I <br /> I I I <br /> I <br /> I <br /> I <br /> W <br /> I z W <br /> 30L SO/' " - I O W <br /> _ ___.— - FOUNDATIONLL <br /> �_ I sa Gadeshe be 4OhES Slab she be poured over Free Drain gear Fill per 1 brit 1Repo.See Archtlettural <br /> - I Draw ngs for Slab Elevation Depresson and Slope requirements. <br /> 2. Construction/Control Joint n Slab option g Ioists shall < Q <br /> K s are I but recommended to cmlyd aackin When used,slab areas between <br /> be approximately square and 400af or lass Q 5 <br /> L 3. The Contractor shall tletermina actual footing elevations based on final grades and site com tons.Bottom of Footings shall be set Z s..L <br /> 5 OYz" 5'-0" on competent ow properly gratled bearing so i bel Frost Depth Z <br /> 4. Anchor Bolls for Exterior Stud Walls shall Win accordance with P-6 of the Shear Wall Schedule of i/S06,u.o.n. O <br /> 5. See 101S06 for Simpson to USP hardware conversion table. O U <br /> 3-CAR GARAGE OPTION-ELEV.':V EXTENDED GARAGE OPTION-ELEV.'A' U- <br /> - LEGEND <br /> Er- <br /> xx � <br /> DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF,/S06 <br /> SIAB.ON-GRADE PER PLAN NOTE 1 k <br /> _ _ g <br /> LI —_--IJ FOUNDATION WALL � <br /> m <br /> H <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE a <br /> W m <br /> 21 <br /> CRAWL SPACE POST BELOW � <br /> OFOOTING CALL-OUT SEE 51S07 �j o <br /> STEP STEP TOP OF STEM WALL 1� <br /> 1/4"-,-0' 0 1 2 4 8 16 S02.1 A <br />