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1.REFER TO STRUCTURAL NOTES ON SHEET S1.0 AND TYPICAL DETAILS ON <br />SHEET S3.0. THESE NOTES AND DETAILS SHALL BE USED WHERE APPLICABLE <br />WHETHER SPECIFICALLY REFERENCED ON PLANS OR NOT. <br />2.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH <br />STRUCTURAL REQUIREMENTS INDICATED. REFER TO ARCHITECTURAL, CIVIL, <br />MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. <br />3.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. <br />4.NON-STRUCTURAL ELEMENTS IN NATURE SUCH AS DRAINS, SUMPS, EXTERIOR <br />HARDSCAPE, MECHANICAL UNITS, ETC., ARE TO BE DESIGNED BY OTHERS. <br />5.STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR <br />SEISMIC LOADS. ALL EXTERIOR WOOD FRAMED WALLS ARE STRUCTURAL <br />WALLS. WALLS OR PORTIONS NOT INDICATED ON THE STRUCTURAL <br />DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL DRAWINGS <br />FOR LOCATION AND EXTENT OF PARTITION WALLS. <br />6.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR <br />PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHED, AND BORINGS <br />SHALL BE FIELD-TREATED. FASTENERS IN TREATED WOOD SHALL BE <br />APPROVED SILICON BRONZE/COPPER, STAINLESS STEEL, OR HOT-DIPPED <br />ZINC COATED STEEL. <br />7.EXTREME CARE SHOULD BE TAKEN WHEN DOING FOUNDATION WORK WITH <br />POST-TENSIONED SLABS (WHERE APPLICABLE). NO TENDONS SHALL BE <br />DAMAGED OR CUT. NOTIFY THE ENGINEER OF RECORD PRIOR TO ANY <br />DRILLING, CORING, SAQ-CUTTING, ETC. USE NON-DESTRUCTIVE METHODS TO <br />LOCATE TENDONS PRIOR TO ANY WORK. <br />8.IF ADVERSE SOILS CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION <br />MAY BE REQUIRED. <br />(E) CONCRETE FOOTING, INDICATED WITH DASHED LINES <br />SCALE: = 1'-0" <br />N <br />FOUNDATION PLAN <br />3/32" <br />PLAN NOTES <br />LEGEND <br />87654321 <br />D <br />B <br />E <br />C <br />A <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />8 <br />4x <br />4 <br />4x SINGLE BAY STORAGE RACK SIZE AT FLOOR LEVEL <br />A <br />S1.1 <br />B <br />S1.1 <br />STRUCTURAL STORAGE RACK DOWN-AISLE ELEVATION <br />STRUCTURAL STORAGE RACK CROSS-AISLE ELEVATION <br />5A <br />S3.0 <br />5B <br />S3.0 <br />TYP. <br />TYP. <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br />4x <br />6 <br /> <br />3 <br />5 <br />3 <br />5 <br /> <br />W <br /> <br />G <br />A <br />R <br />R <br />Y <br /> <br />A <br />V <br />E <br />ST <br />O <br />R <br />A <br />G <br />E <br /> <br />R <br />A <br />C <br />K <br /> <br />A <br />N <br />A <br />L <br />Y <br />S <br />I <br />S <br />35 <br />3 <br />5 <br /> <br />W <br /> <br />G <br />A <br />R <br />R <br />Y <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @ramirezstructural <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-221 <br />DATE:9/16/24 <br />RAMIREZ <br />STRUCTURAL INC <br />FOUNDATION <br />PLAN <br />S2.0