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sI III <br /> A PROJECT NO. SHEET NO. <br /> %00-0. S221012-3XR SSK-04 <br /> 1213 Hoyt Ave Everett WA 98201 <br /> 41.1* PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Composite Pad <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 12/02/2022 <br /> MINIMUM 6x12 DF#2 <br /> SIMPSON PCZ POST WOOD POST PER PLAN <br /> CAP [NOTE 2] 4X6 MIN <br /> [NOTE 4] <br /> CRUSH BLOCKING TO MATCH BASE [NN 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 /> E _ <br /> ,1 _ - II11 INTERIOR <br /> —_nl1_IIII. <br /> 1=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111=1111- <br /> 1111E5E5E1111=1111F111=1111=1111=1111=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 />