Laserfiche WebLink
12 of 31 <br /> PROJECT NO. SHEET NO. <br /> S230503-2XR SSK-02 <br /> � �/4,11/4"'` <br /> PROJECT 2118 Jefferson PI Everett WA 98203 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 08/29/2023 <br /> >- <br /> ._ , <br /> i <br /> _. i <br /> c,, . , : <br /> ., c---- <br /> W > IE <br /> U - INTERIOR I` <br /> =- a Z---/ CONTINUOUS CHANNEL& <br /> M REQ'D PRER PLAN ERE <br /> 6 (E)CONC {.z <br /> >- a SLAB-ON-GRADE <br /> 1- w o ., - - FIELD VERIFY <br /> o w `` T/FIN GRADE=* <br /> I+ -11 i �- f 1:� <br /> 2 Z -1 r LIE:- i ,' 11 F 1 i t,I, VARIES <br /> t i1I I d z. 11_,1i1 , I <br /> �• _ I I ,,1= I:' I i i- � - s ,_ ff:11`=11=i�a1iI FLATTEN FACE OF E <br /> 0 E CONC "�F i - 1 1 - ' .1; l 1;1' CONCRETE SURFACE FOR <br /> THICKENED EDGE IIt- J 'I, i ,ft Ili 11= ANCHOR CONNECTION <br /> ,:j_=1 i 11= 1 ILF: fir 1,1 flij 11=7II' <br /> 1 t IhLf w l l 1.i 1+a <br /> 1 1 ,-,..-,-,,, r, ,i„ 1 i IDEAL HELICAL PILE&REPAIR <br /> Ti--; ' is 1�= BRACKET ASSEMBLY PER <br /> - i = Et w€; R&R FOUNDATION SPECIALIST <br /> T. `- i :1 Il,= 1' TO CONFORM TO ESR-3750 <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION DIMENSIONS PRIOR TO INSTALLATION. <br /> ENGINEER-OF-RECORD TO BE NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. EXPOSED STEEL COMPONENTS TO HAVE CORROSION PROTECTION PER ASTM A123/A153. <br /> 3. ANY EXPOSED STEEL REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT CORROSION. <br /> 4. ALL SUPPLEMENTAL ANGLES TO SPAN FROM PILE-TO-PILE AND EXTEND 6"MINIMUM PAST SUPPORTING PILE <br /> EACH END.ANGLE TO BE INSTALLED PRIOR TO STABILIZATION AND ATTEMPTED LIFT. <br /> 5. ALL SUPPLEMENTAL ANGLES TO BE ANCHORED TO THE FOUNDATION WITH 5/8"DIA.SIMPSON STRONG-TIE <br /> TITEN HD SCREW ANCHORS(OR APPROVED EQUIVALENT)AT A MAXIMUM SPACING 18"QC WITH 4"MINIMUM <br /> EMBEDMENT,ANCHORS SHALL BE INSTALLED PER MANUFACTURER REQUIREMENTS AND GUIDELINES.EDGE <br /> DISTANCE SHALL BE 1"MINIMUM FROM CENTER OF STANDARD HOLE TO EDGE OF STEEL. <br /> L120 ENGINEERING&DESIGN <br />