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0 <br /> inx <br /> s <br /> W <br /> l7 c sp <br /> � SI <br /> � w <br /> a w iil <br /> o, <br /> T <br /> - i ��5�✓ i i DSO� �Iv 2 _ <br /> I MI . <br /> I fa. U1?' <br /> II I I p <br /> I <br /> I I I I �1SicNat. <br /> I I I ':• I <br /> Of- <br /> 5 0" co <br /> --'--- LL 2 <br /> w <br /> I � I <br /> OZ <br /> 0 <br /> I I _ <br /> I I <br /> ALL FRAMING OR !PD WARE _ 1 > <br /> NOT SHOWN OR SPECIFIED ALL FRAMING OR NAR SPECIFIED <br /> S07 <br /> TO REMAIN UNCHANGED = NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED I T LLJ <br /> I I _ <br /> l I I <br /> I I <br /> I I <br /> I I <br /> W <br /> z w <br /> I O LIJ <br /> > <br /> s-ox2 b 1?I'THIa - 5'-0"x2-B"x12^THICK I FOUNDATION PLAN NOTES — ILL. <br /> FOOTING VV!N4(ti 1 Ci'�;[: \ -'---�1 FOOTING W/'C4 @ 10bC _ I 1 SlalYon-rode I be 4'gi ck Slab shall be pouretl over free Ora nl lg Granular F'I per Geolechn cal Report 5 A h tec[ural Z („/ <br /> BOTTOM L EA.WAY,BOTTOM — ——J Drawings far Slab ElevaYon Depress on and Slopa requ rements. }EA.WAl',60- I 2 Con srruc[onXtinlrol Join n Slabs are optional but rewmmenued to control cracking When used,slab areas bete een jo sls shall Q <br /> J F- 4 • J I————— w be appros mately square and 40I]LO or leas. Q U <br /> 4 Z <br /> "'— 3. The Contractor shallrlygrad ne actualfootingelew Frost based of rHal des and site conditions.Boltoin of Foou�grades xJs shall be sal Z <br /> on compelanl,properly graded bearing soli below Frost Depth. � O <br /> 4. Anchor Bolls for Exterior Stud Walls shall be In auardance vmn PI-6 of the Shear Wall Schedule of 1/S06,u.o-n. <br /> lyi1 U <br /> - 5. Sae 10/SO6 for Simpson to USP Hardware conversion table. OQ <br /> LEGEND <br /> GA <br /> RAGE ARAGE GP I ICI !=I[ EXTENDED GARAGE OPTION-ELEV.'C' <br /> - AR GA <br /> XX DETAILCALL-OUT <br /> sx.x <br /> I <br /> (P7-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1IS06 <br /> SLAB-ON-GRADE PER PLAN NOTE i <br /> L(---I� FOUNDATION WALL <br /> co <br /> f <br /> 0 RAISED FOUNDATION WALL <br /> ur <br /> BEARING OR SHEAR WALL ABOVE T <br /> Y F Pi <br /> 0 r <br /> CRAWL SPACE POST BELOW <br /> OFOOTING CALL-OUT SEE 5/507 c <br /> fY <br /> STEP STEP TOP OF STEM WALL <br /> 1I4°=T-0" 0 , 2 B B 602.1 C <br />