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W <br /> O 2i <br /> Fr of .1E Gz <br /> w= <br /> uo o �N <br /> E- <br /> u? <br /> aQ =w <br /> T <br /> rm <br /> T. <br /> s. <br /> n <br /> R 33T <br /> z <br /> 5666/w2 4." <br /> 1(TygL LT�� <br /> �M\ _ <br /> 1 7 <br /> co C7 <br /> dal LL <br /> uj <br /> _ ..._ .. 2'-0• <br /> P1.6 L <br /> y 0 z <br /> > O <br /> 01 <br /> � ! z" <br /> I I J H <br /> W <br /> LLJ <br /> uJ <br /> DR HARDWARE <br /> L'_-'N'3 ALL FRAMING OR HARDWARE <br /> NOT SHOWNG SPECIFIED <br /> ? NOT SHOWN SPECIFIED <br /> a <br /> TO REMAIN UN�HAINGED f TO REMAIN O OR RUNCHANGED - <br /> i I <br /> I I <br /> Z w <br /> I FOUNDATION P&NOTES: O ly <br /> 10 S07 1 aeon rode shall be 4'tluch Slab shall b Slope gquer �etDra mng Granular Fitl per Geotechniol Report See ArchilecWrd <br /> Dravnngs for Slab Elevation,Depression <br /> �_ _ r J 2 ConsVucton/Control Joint m Slabs are optional but recom—d.d to control uso,mg.When used slab areas between joists shall O <br /> ,'J be appro,mately square and 400-sf or less. Q V <br /> J ----- <br /> - —— p,� 0 3. The Contractor shall detemune actual footing elevations based on tinai grades and to condaions.Bottom of Footings shall be set Z /'� z <br /> on competent,properly graded bear ng so I halo,Frost Depth. ` CL-- — -— - O <br /> I —— 4. Anshor Bolts for E,ner or Stud Walls Shall be in accordance wRh P1-6 of the Shear Wall Schedule of l/S06.a o.n. <br /> •1 5'-0— 5. See 1D/806 for S-mPson to USP hardware conversion table. O U <br /> 11 I C) <br /> LEGEND Ly <br /> 3-CAR GARAGE OF'T.Ot•I EXTENDED GARAGE OPTION-ELEV.'A' -� <br /> � DETAIL CALL-OUT <br /> SX.X <br /> ®-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SU6 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> r�1 FOUNDATION WALL <br /> L--_J rn <br /> 1 <br /> RAISED FOUNDATION WALL <br /> w <br /> [� BEARING OR SHEAR WALL ABOVE a <br /> ®®® CRAWL SPACE POST BELOW � <br /> OFOOTING CALL-OUT SEE 5/S07 W o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> V4'_,.-g• 0 1 2 4 8 16 S02.1 A <br />