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8 <br /> so <br /> O x0 <br /> �u <br /> �N ELiz a <br /> z <br /> i <br /> u, <br /> a <br /> a ww <br /> o� <br /> mD <br /> — --�1 I Sr��S�, <br /> T. <br /> E�+ <br /> I I I G as <br /> II I I I <br /> I I I I <br /> I I I I <br /> I I I <br /> I I I I r <br /> I I <br /> I <br /> 4 <br /> I P1-S 2`0" I _ <br /> __—_— LLJ <br /> r_— <br /> ___� <br /> CD <br /> J J <br /> I ! I I rL <br /> III ZO <br /> I I <br /> (J H <br /> I I I Q <br /> ALL FRAMING OR HARDWARE > <br /> I ALL FRAMING OR HARDWARE i W <br /> NOT SHOWN OR SPECIFIED S07 NOT SHOWN OR SPECIFIED S07 J <br /> TO REMAIN UNCHANGED I 4 TO REMAIN UNCHANGED 4 LU <br /> ! I I <br /> I I <br /> ' I I <br /> III I I �- <br /> I W <br /> W <br /> 6'xt2 FOOTING W/THICK-- 3 5'-0"x2'�"x12"THICK - FOUNDATION PLAN NOTES: LL <br /> ' <br /> iF4 @ 10"OC F007ING W/p4 @ 10"oC \ _ 1 ron- rode sha 4 1 I she poured aver Free Dra n ng Granular I per eolechn cal eport.See Archnectural Q <br /> sal 1 _ <br /> EA.WAY,BOTTOM �.I —————— ——-U EA.WAY,BOTTOM r —J Drawings for Slab Elevat on Depression and Slope requ rements. z <br /> 2 Constructon/Control Joint in Slabs are optonal but recommended to control cracking.When Used,slab areas between Io sts shall <br /> r <br /> Ij- <br /> _ — ——— -' —— be approximately square and 400-sf or less <br /> 3. The Contractor shall determine actual footing sie,ations based on final des and site conditions.Bottom of Footings -9re gs shall be set Z <br /> - on competent,properly graded bearing soil below Frost Depth. O <br /> 4. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-5 of the Shear Wall Schedule of 1/Soe,u.c.n. <br /> $ ® U <br /> 10 5. $ae 10/SO6 for Simpson to USP hardware conversion table. Q <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' LEGEND LL <br /> xx <br /> SX.X DETAIL CALL-OUT <br /> P1- ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF i/S06 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> L FOUNDATION WALL <br /> F <br /> RAISED FOUNDATION WALL <br /> IK <br /> BEARING OR SHEAR WALL ABOVE tl <br /> UJ <br /> p N <br /> ®®® CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 5IS07 �j o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 16 S®2.1 A <br />