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• <br /> 14 of 29 <br /> PROJECT NO. SHEET NO. <br /> n \ S211026-4XR SSK-03 <br /> I I <br /> PROJECT 5117 27TH AVE W , EVERETT, WA 98203 <br /> LONGITUDE SUBJECT Interior Composite Footing Pad Installation <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY FY DATE 05/10/2022 <br /> (E)WOOD BEAM <br /> SIMPSON PCZ POST WOOD POST PER PLAN <br /> CAP [NOTE 2] 4X6 MIN <br /> [NOTE 4] <br /> CRUSH BLOCKING TO MATCH SIMPSON EPB POST <br /> OR EXCEED MIN BEARING BASE [NOTE 2] <br /> AREA OF 4X6 POST STD NUT AND 3"DIAM <br /> (NOTE 3] (MIN)FLAT WASHER <br /> EA SIDE OF PAD <br /> 16"or 20" DIAM AG-CO <br /> COMPOSITE FOOTING PAD <br /> [NOTE 1] <br /> T/GRADE <br /> Ili=1u— ni_I II ill— HI— fll—liu— nl_II l_ u1=1!il_ INTERIOR <br /> 1111=I111=1111=1111=1111=Iili=l!11=1111=1111=IIl1=1111=11i1 <br /> i=1!11= 111E1111E III=IiIi= 111=1111_ 111=1111_ III=1111 <br /> ""—lilt=llll=lilt=llil=llll_1111=1111=1111=IIII=11" <br /> NOTES: <br /> 1. COMPOSITE FOOTING PAD PER ESR-2147. <br /> 2. BEAM &COLUMN FASTENER QUANTITY AND SIZE PER SIMPSON STRONG-TIE. <br /> 3. CRUSH BLOCKING TO BE INSTALLED AFTER POST BASE ADJUSTMENT TO <br /> ENSURE FULL BEARING AREA OF MIN POST SIZE AS REQUIRED PER ESR-2147. <br /> 4. WOOD MEMBERS MUST BE EITHER SAWN OR ENGINEERED LUMBER <br /> RECOGNIZED IN AN ICC-ES EVALUATION REPORT. <br /> L120 ENGINEERING&DESIGN <br />