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FOUNDATION PLAN <br />SCALE: 18" = 1'-0" <br />N <br />PLAN NOTES <br />1. REFER TO STRUCTURAL NOTES ON SHEET S1.0 AND TYPICAL DETAILS ON SHEETS <br />S3.0-S3.1. 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 STRUCTURAL <br />REQUIREMENTS INDICATED. REFER TO ARCHITECTURAL, CIVIL, MECHANICAL, <br />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 SEISMIC <br />LOADS. ALL EXTERIOR WOOD FRAMED WALLS ARE STRUCTURAL WALLS. WALLS OR <br />PORTIONS NOT INDICATED ON THE STRUCTURAL DRAWINGS ARE PARTITION <br />WALLS. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF <br />PARTITION WALLS. <br />6. FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED <br />WOOD. FIELD-CUT ENDS, NOTCHED, AND BORINGS SHALL BE FIELD-TREATED. <br />FASTENERS IN TREATED WOOD SHALL BE APPROVED SILICON BRONZE/COPPER, <br />STAINLESS STEEL, OR HOT-DIPPED ZINC COATED STEEL. <br />7. ANCHOR BOLTS AND HOLDOWN ANCHORS, SHALL BE TIED IN PLACE PRIOR TO <br />FOUNDATION INSPECTION. <br />LEGEND <br />NEW CONCRETE FOOTING, INDICATED w/ DASHED LINES & SOLID HATCH <br />MASONRY WALL AND PILASTERS <br />5S3.1 <br />5S3.1 <br />5 <br />S3.1 <br />6 <br />S3.1 <br />6 <br />S3.1 <br /> 4 <br />6 <br />2 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />NE <br />W <br /> <br />F <br />E <br />N <br />C <br />E <br />46 <br />2 <br />1 <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <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 />3 <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.23-101 <br />DATE:1/18/24 <br />RAMIREZSTRUCTURAL INC <br />FOUNDATION <br />PLAN <br />S2.0 <br />HOLD- 4621 W First <br />St12/19/2024