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12 of 26 <br /> A PROJECT NO. SHEET NO. <br /> IP <br /> A S240104-1XR SSK-01 <br /> ��� 3928 FridayAve Everett WA 98201 <br /> PROJECT <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 03/04/2024 <br /> (E)WOOD FRAMED ----/Nv—, <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> I <br /> it\ (E)CONC STEM WALL <br /> T/STEM WALL=k <br /> FIELD VERIFY <br /> 8"MIN THICKNESS, a • <br /> CONTRACTOR TO VERIFY / ° ' T/FIN GRADE_$ <br /> =IIII=1111=!„i=„. <br /> ° a • III_ 111-1111_ iil_ VARIES <br /> 1111E1111=IIII=m. <br /> a • I11 ili_1111 i11 (E) FTG TO BE CUT FLUSH <br /> I111I111 1111=111. <br /> c� o u_ ` ' • 11iE 111=1111='HIE WITH FACE OF STEM WALL <br /> = U =1111=1111E1111=� <br /> ,,., o .-_ _- - = WITH A 12" MAX WIDTH FOR <br /> Z a lil- III_Ilil-:11 _lll <br /> z o a =1111E1111=1111 Iili= INSTALLATION POCKET <br /> • III='IIIE1111=:111=11 <br /> NOUF_ • ° _1111=1111-1 : II11= <br /> N ' IIIE 111_III __ iii=IIL <br /> 11u 1111iiii=i. T/CONC FTG= <br /> =ilil T� III ;I= III IIIE "I':-.. III It 11=1111= <br /> —,n11111=111111�1 III1=11111€ • ° • ° 'I III1111 11i FIELD VERIFY <br /> " I- ill_III1_ •111E ° • •a • ° • a ill Ili=1111_ <br /> 1111=1111=1( ., 1111E1111=11'. <br /> '1=i111E1111= Ili fIli1=111i= <br /> 1111_1111=1! • ° -I111=1111=1 <br /> =1111= 111 ',: _ • __ <br /> v • <br /> _ _ _ III=till.-111 <br /> 11=11I1 - 1111E_1IIu f, IIIIEIII{EI111 <br /> -' 11=iIIlE III—IIIf='1 l 111EIII1 <br /> (E)CONTINUOUS -"If=""="II-=iiii--li,' =, IDEAL HELICAL PILE&REPAIR <br /> CONC FOOTING BRACKET ASSEMBLY PER <br /> NOTES: R&R FOUNDATION SPECIALIST <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. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION DOUBLE HELIX W/3 PITCH <br /> RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED <br /> HOLES.CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME AND <br /> PAINT PER MFR OR GALVANIZATION PER ASTM 153/A123. % <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 ENGINEERING&DESIGN <br />