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s� <br /> W <br /> U9 '50 <br /> p xl <br /> i <br /> w � w- <br /> S <br /> ILS <br /> Q <br /> a w <br /> ;� <br /> E� <br /> mm <br /> s <br /> aE ` <br /> z 7. <br /> w- <br /> - T. <br /> t <br /> ti je,M1 <br /> i <br /> �1 <br /> fi <br /> U'0" <br /> oo � <br /> LL- <br /> a Iw W <br /> Q <br /> J —— <br /> J <br /> _- -- -i---- J j O z <br /> v <br /> h o g I I F- <br /> so W <br /> W <br /> boo,}-r I W <br /> so7 <br /> I I OD <br /> ALL FRAMING OR HARDWARE I I - <br /> ALL FRAM G OR HARDWARE <br /> NOT SHOWN OR SPECIFIED - IN I a <br /> TO REMAIN UNCHANGED NOT SHOWN OR SPECIFIED <br /> TO REMAIN UNCHANGED <br /> _ I I <br /> LLJ <br /> I I I <br /> z LU <br /> 0 LU <br /> FOUNDATION PLAN NOTES: LL <br /> 1. -§a --Ghs s be C Sim she <br /> eb llbe poured One n ng ranular per eolechncal Report.S�taclural z Q <br /> g Depression,and Slope requirements <br /> 507 I Drawings s for Slab Elevation De � } I <br /> 2 Construct on/Control Joint in Slabs are optional but recommended to control cracking.When used slab areas between loism shall <br /> .._—. _ be approximately square and 400 sf or less. Q Q <br /> J ----- Z ^ <br /> 3. one competent, <br /> t,shall dy grad d actual foot ng elw F ost based o t final grades antl site cons lions.Bosom of Footings shall be set 1L Z <br /> y- r on competent properly graded bearing sail below Frost Depth.L -� J Y-�� 4. Anchor Bolts for Exterior Stud Walls shall be In accordance with P1-6 of the Shear Wall Schedule of 1/SO6,u.o.n. O <br /> 6"U. 6 See 10/SOS for Simpson to USP hardware conversion table, O Q <br /> LEGEND X <br /> 3-CAR GARAGE OPTION-ELEV.'6' EXTENDED GARAGE OPTION-ELEV.'B' xx 0 <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br /> Q <br /> SLAB-ON-GRADE PER PLAN NOTE 1 k <br /> r---, m <br /> L�J FOUNDATION WALL � <br /> F <br /> 0 RAISED FOUNDATION WALL M <br /> W <br /> BEARING OR SHEAR WALL ABOVE e <br /> ~ N <br /> Q N <br /> CRAWL SPACE POST BELOW � <br /> XX FOOTING CALL-OUT SEE b/S07 �j o <br /> m <br /> STEP STEP TOP OF STEM WALL S02.1 <br /> 0 1 2 4 <br /> 6 16 B <br />