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14 of 30 <br /> PROJECT NO. SHEET NO. <br /> S221213-1XR� SSK-03 <br /> ii <br /> PROJECT 4 504 Evergreen Way, Everett, WA 98203 <br /> LONGITUDE SUBJECT Ideal Helical Pile Installation Detail <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY DATE 8/27/23 <br /> II II II <br /> LL.I <br /> ODz = <br /> ol= � <br /> o 44 <br /> U_ <br /> 1461 <br /> WOOD POST PER <br /> PLAN <br /> (4)#4 VERTS, [NOTE 4] <br /> (1) @ EA CORNER SIMPSON CB66 <br /> POST BASE [NOTE <br /> 2] <br /> (E) CONC cc 1'-6"SQ x 1'-2" DP <br /> SLAB-ON-GRAD CONC PILE CAP [NOTE <br /> E i 1] T/CONC SOG= <br /> w FIELD VERIFY <br /> III=Iu 3"CLR 40 <br /> • z <br /> ce'i_Ili TYP �, <br /> 12"MIN <br /> (2)#4 HORZ lig IDEAL HELICAL PILE &NEW <br /> TOP, MIDDLE, & CONSTRUCTION BRACKET PER <br /> BOTTOM EA WAY 2._10" R&R FOUNDATION SPECIALIST <br /> TO CONFORM TO ESR-3750 <br /> NOTES: <br /> 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fc=2,500PSI. <br /> 2. COLUMN FASTENER QUANTITY AND SIZE PER SIMPSON STRONG-TIE. <br /> 3. MINIMUM COLUMN 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 />