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=1 <br />L T L <br />FLAN N <br />AN <br />1 5t FLOOR WALLS SHOWN DASHED <br />SCALE - 3/8" = 1 '-0" <br />1. REFER TO SHEETS 5 1 .# FOR GENERAL STRUCTURAL NOTE@ DESIGN CRITERIA, <br />TYPICAL DETAILS AND ABBREVIATIONS. <br />2. FLOOR FRAMING TO BE 3/4" T*G APA RATED SHEATHING OVER 2x 12 AT I G" <br />O.C., U.N.O. <br />3. PROVIDE DBL JOIST AROUND OPENINGS AND UNDER PARALLEL PARTITIONS, <br />U.N.O. <br />4. BOTTOM OF ALL FOOTINGS SHALL BE 1 8" MIN BELOW THE GRADE U.N.O. <br />5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, DO NOT SCALE <br />DRAWINGS. <br />G. CONTRACTOR SHALL NOTIFY FOR OF DISCREPANCIES BETWEEN FIELD <br />CONDITIONS AND THOSE SHOWN ON THIS PLAN PRIOR TO CONSTRUCTION. <br />7. ALL CONSTRUCTION MATERIALS CALLED OUT ON THE PLANS AND DETAILS ARE <br />NEW (N), U.N.O. <br />FOOTING SCHEDULE <br />MARK WIDTH LENGTH DEPTH REINF LONG WAY REINF SHORT WAY CAPACITY @ <br />1 500 P5F <br />FTG I G06 I G" CONT 8" CONT (2)#4 - 1995 PLF <br />r <br />CONCRETE STEM WALL <br />�CONCRETE fOOTING <br />J <br />L �a <br />L-__m--_� WALL ABOVE <br />FLUSH / BOTTOM FLUSH BEAM <br />®®®®® DROPPED BEAM / HEADER / LEDGER <br />�X' POST ABOVE <br />X / 5X.X SECTION CUT - DETAIL NUMBER / SHEET NUMBER <br />E <br />CL <br />O <br />Lu <br />(V <br />m <br />k,J <br />0 <br />O <br />z <br />� C�1 <br />Lu <br />L <br />CAI <br />Lu <br />tI % <br />iR <br />k <br />EXP. 07/17/2022 <br />DATE: <br />OG/07/21 <br />PROJECT #: <br />21-010 <br />AWL PAC <br />fOUNDATION <br />LA <br />5 - 2 <br />24 (Arch D) <br />