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(E)WOOD FRAMED <br /> FLOOR SYSTEM, • •, <br /> FIELD VERIFY <br /> Ssron>,�ems'. <br /> t <br /> (E)CONC STEM WALL m TRUFORCE UNDERPINNING BRACKET FOR 2 7/8"PILE SHAFT '°"""' ,rs'°"""'�',~,"'>m 2 7/8"O.D.X 0.203"W.T.HELICAL LEADS&EXTENSIONS <br /> 1- ..K.°"Y1D°" "" . ~ ICC-ES AC358-REPORT#ESR-3750, <br /> - • T/STEM WALL= r - <br /> :: <br /> FIELD VERIFY car ` ��� t } <br /> 8"MIN THICKNESS, [C32 I I ir <br /> . <br /> TIFIN GRADE_ �a CONTRACTOR TO VERIFY 14 <br /> VARIES 4A'" 4.°In w,A <br /> jIjI 1 <br /> �" ��' 1 rw <br /> (E)FTG TO BE CUT FLUSH N p�p <br /> c�of WITH FACE OF STEM WALL -�_ P rtl �e <br /> _ W WITH A 12"MAX WIDTH FOR ° 0 { --1 1_ W <br /> o INSTALLATION POCKETII 1 r° - -f "I ro- 1 tl 1 j �' Q } <br /> N u <br /> T/GONG FTG= • II <br /> / o. .m . .n ,°. F a w��w "" .°r .. � ,°�� ° ~ W <br /> FIELD VERIFY• ' , lir <br /> li �et r'� m 7 111 <br /> z <br /> • <br /> 1---T L <br /> ��ma• ++c wwa. �K° s O Q 6 <br /> _. ^p"nA orc� cma Am,.w1a"✓.t.so a. W•swr! amo• <br /> Fccr <br /> (E)CONTINUOUS7. �:�w .mom s a a.E .-:0 .�'.`r"». N --moo- :.':w� a:.,„,„ <br /> IDEAL HELICAL PILE 8 REPAIR ' a �w°'awas <br /> CONC FOOTING BRACKET ASSEMBLY PER GAMIC.TAT •a „WASTI. a E ®a E,aO III AM ,...4vr a�,ww�....KS.°.,.tw.,x m; TM <br /> MAT,TOm w I I tlW��.,a m Vic..° ww ��s+w,u lca.0 m. <br /> NOTES: R&R FOUNDATION SPECIALIST Group r.Z.°, CAI L 1=1,,�,�„cert, `.`"""� ' E*O11P ter'^- ^-^• <br /> 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 r. .OK.'. rw"4O a"�^'"--°"° `:-�""' '-.�, °... �'°^ A. <br /> -�"�".0 :I"" _,,,. IT, .,„ d ilk <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE 2-J/8^SHAFT WI 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 WI 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 /> 1 HELICAL PILE INSTALLATION DETAIL 2 HELICAL PILE INSTALLATION DETAIL 3 HELICAL PILE INSTALLATION DETAIL <br /> (E)WOOD FRAMED ^ <br /> FLOOR SYSTEM, .. .._ , �DOTM� .r <br /> FIELD VERIFY 1 - - 2 N^$°aY wit <br /> (arD MOW S I <br /> I . 7i6"0 HOI FS <br /> CT 1316 tEDQ��Q17R5 II <br /> r— -I '� 3 I �,_— 3008 LEONARD DR <br /> , gin <br /> -i <br /> - <br /> (E)CONC STEM WALL RATE I EVERETT <br /> T/STEM WALL=9 -qom <br /> WA 98201 <br /> - FIELD VERIFY '� _-- <br /> • <br /> 8"MINTHICKNESS, i OUTLINE OF PLAN VIEW IE'iDxhxlB B 1WELN S220906-2XR <br /> CONTRACTOR TO VERIFY- m=m1-177, TIFIN GRADE_7 ;' 2 BEARING • <br /> 1 VARIES BRG t do =DOTING <br /> • MA 41 • PLATE JT <br /> N1"017T• -CU'PM ! il ` <br /> w 1awn HSS AT we-' FOOTING MRT <br /> 00>- MTNLA'T. Fmms M1i1SEWER1 a119t 4'_< Plat 4' <br /> - `� < , 2-i/"o x 3.5' MIN. 10/13/2022 <br /> w <br /> z o-o Am A _ {246 ) LMBLDMLN I <br /> -o.- Aim�"E*i OM Pe 010 .._.�_. —— ESR 1396 YIEDG= <br /> T/GONG FTG=_ <br /> —a 1 •5, � ' ANCHORS <br /> ' • FIELD VERIFY 8EARII TL I <br /> WEDGE ANCHORS MAPS Ms [I <br /> � PER STABLE-LOG w"Illipas� ` IIIIIIIII <br /> — I SHIM <br /> 1 _ REQUIREMENTS _ BLOCK <br /> / . <br /> (E)CONTINUOUS j itopr oppo. <br /> HEAD <br /> CONC FOOTING --_ RPMROUND PLATE <br /> NOTES: AMYL! Atdlt <br /> 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION STABILLOC CONCENTRIC PIER - • <br /> -ISS2.375xO.188 ASSEMBLED INNER <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE - CK a Ote <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. ASSEMBLY PER R&R FOUNDATION WARE SA WA 1r CUT TO FIT dt <br /> ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION SPECIALIST TO CONFORM TO ESR-4121 -----.-- • <br /> - -- ---� INSTALL AFTER & OUTER PIER J <br /> 2 <br /> �!" SEGMENTS <br /> RESISTANT SYSTEM.THIS INCLUDES ALL FINAL CUT ENDS AND DRILLED ! - COMPLETED PIER Q <br /> HOLES CORROSION PREVENTION COATING SYSTEM BY OTHERS.PRIME '.- <br /> AND PAINT PER MFR OR GALVANIZATION PER ASTM 1531A123. INSTALLATION w <br /> 3 AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT 0 <br /> SHALL BE SEALED OR COATED TO PREVENT CORROSION. <br /> 4.REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT nM PIER ASSEMBLY Z <br /> REQUIREMENTS.NOTE THAT THESE SHALL BE ACHIEVED PRIOR TO THE w w HEAD ASSEMBLY .-4APPLICATION OF THE REFUSAL CRITERIA. a U STA6t S1-L.00 EWS.LLC S-A�_�.S7 P. <br /> 4 45.REFER TO GENERAL NOTES FOR PILE FIELD TESTING REQUIREMENT DATE 6-12-16 Q 0 <br /> Z <br /> D <br /> 4 DRIVEN PILE INSTALLATION DETAIL 5 DRIVEN PILE INSTALLATION DETAIL 6 DRIVEN PILE INSTALLATION DETAIL o <br />