Laserfiche WebLink
O <br /> O <br /> F� <br /> N� <br /> Z <br /> =IO <br /> iE u, o Z <br /> a= <br /> �= t W <br /> U y <br /> Q a J J <br /> (L ww <br /> mLa <br /> W <br /> s <br /> t� <br /> aim <br /> W�1: <br /> W e <br /> 1 T. / <br /> �OF SNr,� <br /> s-o• <br /> 1 P I_ i co <br /> LL <br /> r —j 7 w <br /> 7m,"l-I <br /> �ooA I Q <br /> I 0 Z <br /> I 0 <br /> ALL FRAMING OR HARD _ ALL FRAMING OR HARDWARE SOT Q <br /> NOT SHOWN OR SPECIFIED _ NOT SHOWN OR SPECIFIED z <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED LLI <br /> > <br /> W w <br /> w <br /> I . I z w <br /> I I > <br /> so <br /> w <br /> FOUNDATION PLAN NOTES u- <br /> �_ ':• —__ I 1. Slab-on-Gradeshall e 4 thick Slab shall be poured over Free Ora n ng Granular Fil�(�ie t h I R p rt See A h teetotal <br /> —J, I Drawings for Slab Elevation Depression and Slope requirements. <br /> I ———— 2. Constmcfon/Control Joint in Slabs are optional but recommended to control cracking.When used,slab areas between t hall l o _ J r 4 o g join s s <br /> — —— iv be approximately square and 400-sf or less Q U <br /> L_ ___ -:-. 1- <br /> - ——_—-— 3. The Contractor shall detemn ne actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set Z Z <br /> on competent,properly graded bearing soil below Frost Depth. z I..L. O <br /> toy" ---' ---B'-�' - IOy'• 5'-0" 4. Anchor Bolls for Exterior Stud Walls shall be in accordance with Pl-6 of the Shear Wall Schedule of 1IS06,u.o.n. I- <br /> 5. See ICIS06 for Simpson to USP hardware conversion table. O U <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' LL <br /> LEGEND <br /> xx � <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF IIS06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> do <br /> ---1 m <br /> FOUNDATION WALL � <br /> 0 RAISED FOUNDATION WALL <br /> W <br /> BEARING OR SHEAR WALL ABOVE <br /> a <br /> a H <br /> CRAWL SPACE POST BELOW � L <br /> O FOOTING CALL-OUT SEE SIS07 o <br /> C <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 6 16 S02.1 A <br />