Laserfiche WebLink
12 of 34 <br /> PROJECT NO. SHEET NO. <br /> S210203-1 XR SSK-01 <br /> PROJECT 2006 Oakes Ave, Everett, WA 98201 <br /> LONGITUDE SUBJECT Installation Detail - Ideal Helical Pile <br /> ONE TWENTY ZT 5/10/2021 <br /> ENGINEERING&DESIGN BY DATE <br /> (E)WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> (E)CONC STEM WALL <br /> T/STEM WALL= <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, a T/FIN GRADE _. <br /> CONTRACTOR TO VERIFY .• ° _ini—nil=-rrrr=m VARIES <br /> • •. 11-1111-1111-1111 <br /> 1111=1111=IIII=1111= <br /> CONTINUOUS CHANNEL — <br /> _ &ANCHORAGE WHERE 1l=u1i=1111=1n1_ (E) FTG TO BE CUT FLUSH <br /> 1111=1111=IIII=111i <br /> REQ'D PER PLAN 11-un-1u1=1111=1. WITH FACE OF STEM WALL <br /> 1111=1111=1111=11 = WITH A 12" MAX WIDTH FOR <br /> Z 11=1111E1111=1111 III <br /> z o L CHANNEL _ _ _ a -11i1-11i1=1111 1111E INSTALLATION POCKET <br /> 11=IIII-1111- II=III <br /> ~ 61I MAX ® 1111=IIII=11 HEE_ <br /> • II=I111=III _1111:1111 <br /> • E l Ellu IIn=I111=1. T/CONC FTG= <br /> -111 1111_1111_1111-I111-1111_111=- • . • • - II I 11=1111=1111= FIELD VERIFY <br /> -"1i=1111=1111=1111=1111=1111=111 •• ° • ° =1111=1111=III <br /> ""-""=I111_IIII-IIII= ` 1. <br /> •. a • 11-1111_1111= <br /> '=1111-1111=III. • • = E_11111111=III <br /> !=11111111E• 11=1111=1111= <br /> 1111=1111III •• • =1111=IIII=1' <br /> ..Il-illl=III' <br /> "1=1111— III-1111=III1=I111_ 11 _-1111—1111EIIII <br /> 11=1111=1111 i111111111 , 1111=1111 <br /> (E) CONTINUOUS =1111=11 y <br /> CONC FOOTING L IDEAL HELICAL PILE&REPAIR <br /> 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 <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING y <br /> SYSTEM BY OTHERS.PRIME AND PAINT PER MFR OR GALVANIZATION <br /> PER ASTM 153/A123. <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT <br /> CORROSION. <br /> L120 ENGINEERING&DESIGN <br />