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c <br /> W n <br /> `^s <br /> W <br /> pI 8 sG <br /> Cw w z <br /> >a <br /> U - <br /> 00 <br /> �m <br /> n <br /> £ m <br /> A4 0 <br /> T. <br /> z�y< <br /> 0 _ <br /> 1 . I M <br /> LL <br /> LU <br /> IL <br /> W <br /> mml <br /> p I10 O <br /> I IW <br /> s071 sm I i� W <br /> I I 4 I Q <br /> j ALL FRAMING GR HARDWARE ALL FRAMING OR HARDWARE uj <br /> NOT SHOWN GR SHE I J NOT SHOWN OR SPECIFIED - a <br /> TO REMAIN UNCHANGED <br /> D TO REMAIN UNCHANGED I <br /> _ 1 <br /> i I <br /> I LLI <br /> Ii I t7 W <br /> I > <br /> 0 LL <br /> 3 � - � �- I FOUNDATION PLAN NOTES' <br /> _— <br /> ' S07 I I I 1 Slab-on tads shall be 4 tNtic Slab shall be poured over Free Dranirg Granular FIA per Geotechmcal Repoli.Sce Arch teclural <br /> Draw ngs for Slab Elevation Depression,and Slope req menu. O <br /> wire z <br /> z Caapproximately <br /> struck,JG-vol Jo nt Slabs are optimal but reaommendetl to control a ing when used,slab areas between lasts shall `y <br /> _— be approx mately square and 400-st or less. J U <br /> _. _--_—. <br /> _— — P,-6 0 3 Tlx Contractor shall determine attual footing elevations based on final grades and site condiLans,Bottom of Footings shall be set 7 /'� <br /> on competent properly graded bearmn9 sail below Frost Depth. L� LL Z <br /> 1 4. Anchor But.for Exterior Stud Walls shall be- O <br /> 1— ————— n accortlanoe With P I-6 of the Shear Watl Schedule of 1/S06 0 <br /> lC }-..A --8'-,; — - ,r S-0" 5 Sea,O/506 for5mpson to USP hardware wnversiontable uon ��q� U <br /> LL <br /> LEGEND <br /> I <br /> 3-CAR GARAGE OPTION-ELEV. EXTENDED GARAGE OPTION-ELEV.'A' D <br /> SX.X DETAIL CALL-OUi <br /> ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF,/SO6 <br /> PER PLAN NOTE, <br /> LJ FOUNDATION WALL 4J <br /> _F <br /> RAISED FOUNDATION WALL <br /> 0' <br /> w <br /> BEARING OR SHEAR WALL ABOVE d. <br /> Q £i <br /> CRAWL SPACE POST BELOW <br /> O c <br /> FOOTING CALL-OUT SEE 5/S07 W <br /> K <br /> STEP STEP TOP OF STEM WALL <br /> 0 <br /> , 2 4 8 16 S02.1 A <br />