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A PROJECT NO. SHEET NO. <br /> 4® 1213 HoytS221012-3XR SSK-03 <br /> /47 <br /> Ave Everett WA 98201 <br /> PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Post w/ Footing <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 12/02/2022 <br /> WOOD BEAM PER PLAN <br /> [NOTE 4] <br /> SIMPSON PCZ POST WOOD POST PER PLAN <br /> CAP [NOTE 2] [NOTE 4] <br /> SIMPSON EPB POST <br /> BASE [NOTE 2] <br /> i <br /> Q 1'-6" DIAM PRECAST <br /> 2 CONCRETE PAD PER MFR <br /> [NOTE 1] <br /> N <br /> z ° . <br /> a • ' <br /> C7 a n <br /> T/GRADE <br /> — IiII ° ° a I111— INTERIOR sr <br /> III=ill = 111=1111=Ilii=IIII=1111=II11-1111 <br /> III=IIII_'llI=IIII_'111=1111=i111-1111= <br /> — III—illl-1111-1111=1111=1"' <br /> i 1'-6" i <br /> NOTES: <br /> 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fc = 2,500PSI. <br /> 2. BEAM &COLUMN FASTENER QUANTITY AND SIZE PER SIMPSON STRONG-TIE. <br /> 3. MINIMUM POST BASE EMBEDMENT DEPTH PER ESR-3050. <br /> 4. WOOD MEMBERS MUST BE EITHER SAWN OR ENGINEERED LUMBER <br /> RECOGNIZED IN AN ICC-ES EVALUATION REPORT. <br /> L120 ENGINEERING&DESIGN <br />