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PROJECT NO. SHEET NO. <br /> A�� S221116-1XR SSK-02 <br /> 4ifi. PROJECT 1101 Grand View Dr, Everett, WA 98203 <br /> LONGITUDE SUBJECT HELICAL PILE WITH PILE CAP <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY KJ DATE 12-9-22 <br /> II II II <br /> I- CDW <br /> O <br /> a.4Ip <br /> u_ <br /> i4.11 <br /> WOOD POST PER <br /> �'— PLAN <br /> 4E------ ��NNppTTEE 441l <br /> (4)#4 VERTS, SIMPSON CB66 <br /> (1)@ EA I POST BASE[NOTE <br /> CORNER o� 2] <br /> (E) CONC cL 0 1'-6" SQ x 1-2" DP <br /> SLAB-ON-GRAD 1 CONC PILE CAP [NOTE <br /> E N r\1) TICONC SOG= k <br /> w FIELD VERIFY <br /> —oo 1- <br /> 0 <br /> .I 3"CLR , ,�, <br /> � � `" <br /> TYP <br /> x 6" MIN <br /> U <br /> (2)#4 HORZ i IDEAL HELICAL PILE&NEW <br /> TOP&BOTTO �_ CONSTRUCTION BRACKET PER <br /> M EA WAY , l,6„ , 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 /> It should be noted that detail size specified here is smaller than that called for in ESR-3750. This ESR report is <br /> created for an application which is utilizing 100%of the helical pile and concrete footing abutment capacity. Our <br /> application, as seen in the structural package, illustrates a condition with an isolated post-load and post-base <br /> connection to an isolated pile supported concrete footing (CIP)where a vertical demand anticipated to be no more <br /> than 50%of the helical pile capacity(per ESR report). Additionally, in our application it is assumed that no <br /> rotational moment at the base of each column is resisted by the pile, footing, nor by the column base, hence the <br /> footing size utilized in this"lighter'application may be reduced to the size depicted in the structural detail. <br /> 1'.20 NGIN1-F.ING&DESIGN <br />