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REFER TO SHEETS 5 11 FOP, GENERAL STRUCTURAL NOTES, DESIGN CRITERIA, <br />(PICAL DETAILS AND ABBREVIATIONS. <br />. SLAB ON GRADE SHALL BE 4" THICK MIN AND REINFORCED w/ GxG W2. I xW2. 1 <br />'WM CENTERED IN SLAB. PROVIDE RIGID INSULATION AT INTERIOR SPACES AND <br />APOK BARRIER BELOW SLAB PER ARCH. OVER 4" MIN FREE DRAINING GRAVEL <br />VER FIRM NATIVE 501L OR STRUCTURAL FILL PER GEOTECHNICAL REPORT. <br />. PROVIDE CONSTRUCTION / CONTROL JOINTS IN SLAB ON GRADE PER DETAIL <br />i51 , 2 <br />BOTTOM OF ALL FOOTINGS SHALL BE 1 8" MIN BELOW THE GRADE U.N.O. <br />. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. DO NOT SCALE <br />RAWI NGS . <br />. CONTRACTOR SHALL NOTIFY FOR OF DISCREPANCIES BETWEEN FIELD <br />ONDITIONS AND THOSE SHOWN ON THIS PLAN PRIOR TO CONSTRUCTION. <br />. ALL CONSTRUCTION MATERIALS CALLED OUT ON THE PLANS AND DETAILS ARE <br />=W (N), U.N.O. <br />J <br />r <br />O <br />I <br />SCALE - 3/8" = 1 '-0" <br />E===:1FOUNDATION <br />X / 5X X SECTION CUT - DETAIL NUMBER/ <br />SHEET NUMBER <br />I STRUCTURAL_ WALL ABOVE <br />...................... <br />:....................:. <br />NON-STRUCTURAL WALL ABOVE <br />U, Y (,r- EVERETT <br />REVIEW] FOR PERM <br />ti <br />i <br />rv_ <br />�z m <br />- <br />O <br />ct� <br />w <br />w <br />c <br />OLU <br />LLj <br />0 <br />r & <br />1Y <br />AB <br />s Vl <br />EXP. 07/17/2022 <br />DATE: <br />1 1121121 <br />PROJECT #: <br />21-022 <br />U %I A I N <br />LAN <br />