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c <br /> r0 <br /> 50 <br /> ul <br /> Z <br /> �N <br /> �L <br /> VO w� <br /> li= x w?i <br /> =w <br /> u0 <br /> �m <br /> N <br /> m <br /> n <br /> P. <br /> Sao <br /> W��3 <br /> pL <br /> zee <br /> l I <br /> I 00 <br /> --- ,-g, —-—— <br /> _. r -- <br /> —J Z W <br /> P —o--' —-P - J Q <br /> Q <br /> - I I <br /> 0 o <br /> 7 <br /> ALL FRAMING OR HARDWARE ALL FRAMING OR HARDWARE L� <br /> NOT SHOWN OR SPECIFIED TO REMAIN UNCHANGED NOT SHOWN OR SPECIFIED <br /> SB7 Q <br /> TO REMAIN UNCHANGED I I Z W <br /> W q I 4 W W <br /> I <br /> - I I <br /> I I <br /> I <br /> W <br /> UJ <br /> _ FOUNDATION PLAN NOTES LL <br /> a e 4 th Gc. rob sh011 be Poured aver Free Draining rams er ilrpar Geotechnica RepoT rL See Are iteolurel Q <br /> 1 Drawings Slab Elevators Depression and Slope requirements <br /> I — I C/' yL <br /> F ————— `0 2. Construct on/Control Joint In Slabs are optional but recommended to control crocking.When used.slab areas between joists shall \ Z r <br /> -I _ J <br /> be approz mately square and 400-sf or less———— 3 The Contractor shall determine actual footing elevations based on final grades and site conditions.Bottom of Footings shall be set Z Z <br /> 1 O}:^ _ ....d'-:i' I0'/-� on competent properly graded bearing Sod below Frost Depth. O <br /> 4, Anchor Bolts for Exterior Stud Walls shall be in accordance with Pi-6 of the Shear Wall Schedule of 11S08,u.o.n. <br /> 5. See 10/S06 for Simpson to LISP hardware conversion table. OU <br /> 3-CAR GARAGE OP71GN=ELEV.'6_ EXTENDED GARAGE OPTION-ELEV.'B' 0 <br /> — — LEGEND � <br /> XX <br /> SX.X DETAIL CAL-.UT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SlM <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> L0� FOUNDATION WALL <br /> r <br /> —:] RAISED FOUNDATION WALLLd <br /> � <br /> BEARING OR SHEAR WALL ABOVE d <br /> H ry <br /> CRAWL SPACE POST BELOW O <br /> X% FOOTING CALL-0UT SEE 51S07 o <br /> STEP STEP TOP OF STEM WALL <br /> 1/4^_,-0• 0 1 2 4 8 16 S02.1 B <br />