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FOUNDATION PLAN NOTES: <br /> 1. EXTERIOR FOOTINGS SHALL BEAR A MIN OF 1'-6" BELOW ADJACENT GRADE. <br /> 2. FOOTINGS AND SLAB ON GRADE SHALL BEAR ON FIRM NATIVE SOIL OR COMPACTED STRUCTURAL FILL AS ENGINEERING <br /> 250 SPECIFIED IN THE STRUCTURAL NOTES. EDMDMONDS 4 AVE. S., SUITE 200 <br /> , WASHINGTON 98020 <br /> PHONE (425) 778-8500 <br /> 3. REFER TO SHEET S3.1 FOR FOUNDATION DETAILS. FAX (425) 778-5536 <br /> 4. PLACE ALL REINFORCEMENT PER THE STRUCTURAL NOTES AND FOUNDATION DETAILS. REFER TO SHEET S1.1 <br /> THRU 51.5 FOR ADDITIONAL CONCRETE DETAILING REQUIREMENTS. '-�.I1viOT14- <br /> 4� w°F wa� <br /> V a <br /> F7 O <br /> 46548 <br /> Os "nAL ' <br /> Sj0NAL <br /> 11/01/22 <br /> DESIGN: AL <br /> DRAWN: JOS <br /> CHECK: MTM <br /> JOB NO: 22280.10 <br /> DATE: 11/01/22 <br /> POST PER DECK <br /> FRAMING PLAN IN <br /> EXISTING STUD WALL <br /> N z <br /> W co <br /> W > <br /> U <br /> Q <br /> w 0 <br /> EDGE OF EXIST CONCRETE PATIO C) 0 I— <br /> / j POST PER DECK FRAMING PLAN _ � Q <br /> / ON CONCRETE PLINTH AND W Q <br /> /// FOUNDATION PER DETAIL 1/52.2 W <br /> ly- m r z <br /> ■ ■ w > 0 <br /> —1 N W LL- <br /> FOUNDATION PLAN <br /> 1 SCALE: 1/4" = 1'-0" <br /> 2--0" 0 2'-0" 4'-0" S2 .1 <br />