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13 of 35 <br /> PROJECT NO. I SHEET NO. <br /> �� S220725-3XR SSK-02 <br /> 411# <br /> PROJECT 1612 Rockefeller Ave Everett WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 09/22/2022 <br /> (E)WOOD FRAMEDr <br /> FLOOR SYSTEM, I <br /> FIELD VERIFY <br /> •[ 10.----- <br /> (E) CONC STEM WALL <br /> T/STEM WALL = <br /> o • FIELD VERIFY <br /> 8" MIN THICKNESS, ° . • T/FIN GRADE -� <br /> CONTRACTOR TO VERIFY = = = I VARIES <br /> . HE III=1111= 111= <br /> H11=H11-1111=ni - <br /> CONTINUOUS CHANNEL r! _ _ - <br /> _ &ANCHORAGE WHERE • <br /> 111= III=1111- HIE (E) FTG TO BE CUT FLUSH <br /> 11, REQ'D PER PLAN • HIE n1E1i11Eil1=1 WITH FACE OF STEM WALL <br /> = Q w ° =IIn=I�11-1 WITH A 12" MAX WIDTH FOR <br /> z o . CHANNEL ° III=u l=1i11 <br /> ° . RE in1i11E INSTALLATION POCKET <br /> _ • IIIE III=III'- <br /> N ° EiiliEr III,. <br /> 6 MAX <br /> N ° ° 1— -111 <br /> , i 111 T/CONC FTG = k III=n —L— 111=1111-- III—H11= w ° ' Ill 111_1111- <br /> —"IIEHHE-111 EHHEHHEIHIE—vn '� =HHE1111EIII FIELD VERIFY <br /> _',�II_Hn=III •. ° ° ° ° T1_�11-1�11- <br /> HHEHHEH ° I E1111EHHEIII <br /> •IEH -E III • HE HIE1111_ <br /> E1111--1I -=— — -- ' = III=III' <br /> "1=1111 i1 =,,,-=IIII= �. - '1 =i1111f-111'- <br /> 7 <br /> II=lily=-1111=IIH111 ill\ .111'- IDEAL HELICAL PILE&REPAIR <br /> „ <br /> (E) CONTINUOUS — — — '_ <br /> CONC FOOTING BRACKET ASSEMBLY PER <br /> R&R FOUNDATION SPECIALIST <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 2-7/8"SHAFT W/10"DIAM <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. DOUBLE HELIX W/3 PITCH <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION <br /> RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED <br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME AND c <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 153/A123. ti <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT <br /> SHALL BE SEALED OR COATED TO PREVENT CORROSION. <br /> 4. REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT <br /> REQUIREMENTS. NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE <br /> APPLICATION OF THE REFUSAL CRITERIA. <br /> 5.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENTS. <br /> L120 ENGINEKING&DESIGN <br />