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G <br /> t' <br /> f C) <br /> W Q' <br /> z <br /> Uz �N <br /> U J <br /> m <br /> m <br /> it <br /> T. <br /> 01. <br /> h <br /> z y� <br /> w- <br /> sass EF K.'{• , <br /> T(N9I.Sls'� <br /> 100 <br /> /I~� <br /> r L LL <br /> d T W <br /> gr 2,0„ i y Ur <br /> Q <br /> ^/ O z <br /> ♦— <br /> W > <br /> LU <br /> LU <br /> W <br /> ELFtAPA1NG Ok IiAkDWARE1ALL FRAMING OR H <br /> ARDWARE SHCIFIED •� NOT SHOWN OR SPECIFIED <br /> REMAIN UNCHANGED <br /> TO REMAIN UNCHANGED � ' � <br /> I I <br /> F- <br /> W <br /> z W <br /> 3 I� ' FOUNDATION PLAN NOTES: O ly <br /> 1 ab-on- rase shall be 4 tha:kSlab sshall e—ppoured o�Drb ning Granular F Iper eoG [h- I R p rI S A"h t w m <br /> S07J I I I Drawn for Slab Elevation De perequreman . 7 Q <br /> r L i 9s press on and Slo is <br /> _ —J 2 Co tstn ct on/Control Jo nl'n Slabs are opt onal but moommended to control crocking.When used,slab areas between joists shah <br /> _..__ <br /> I I � be approximately square and 400 st or less <br /> — —— J ——6—— - 3 the Contractor shall determine actual fouling elevations bases o r final grades and sto contlNons.Bohom of Footings shall be sat 7 Z <br /> o <br /> i� on competent properly graded bearing soil below Frost Dapth <br /> ——'————— 4 Anchor Bolts for Exterior Swd Walt,shall be in accordance with Pi-6 of the Shear WaN Schedule of 1/506.u.u.n. <br /> 5'-0" 5. See 101S06 for S,mpson to USP hardware--nalon tabW O U <br /> LL 0I <br /> LEGEND <br /> 3-CAR GARAGE OPTIOha-tLEV.',, EXTENDED GARAGE OPTION-ELEV.'A' <br /> SX.X DETAIL CALL-OUT <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/306 <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> LOJ FOUNDATION WALL N <br /> RAISED FOUNDATION WALL iX <br /> K <br /> 0 BEARING OR SHEAR WALL ABOVE <br /> a <br /> ~ ry <br /> CRAWL SPACE POST BELOW <br /> XX FOOTING CALL-OUT SEE 5/807 y o <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 1 2 4 8 <br /> 6 S02.1A <br />