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216 73RD ST SW 2023 Plans 2024-08-19
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216 73RD ST SW 2023 Plans 2024-08-19
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Last modified
8/19/2024 2:46:37 PM
Creation date
8/19/2024 2:46:32 PM
Metadata
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Template:
Address Document
Street Name
73RD ST SW
Street Number
216
Permit
B2307-045
Year
2023
Notes
INSTALL (7) HELICAL TO STABALIZE EXISTING FOUNDATION
Address Document Type
Plans
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., <br /> (E)WOOD FRAMED -1--",„-,- s' lU •. <br /> FLOOR SYSTEM, ki ' <br /> FIELD VERIFY I <br /> --- �� sroa:=E�: <br /> II <br /> ( ' (E)CONC STEM WALL TRUFORCE UNDERPINNING BRACKET FOR 2 7/8"PILE SHAFT ""03"'^*�^�,,,•9SI, a"u ro 2 7/8"O.D.X 0.203"W.T.HELICAL LEADS&EXTENSIONS <br /> Y-E �"0°`"-"r" CC-ES AC358-REPORT#ESR-3750 <br /> TISTEM WALL= 11 <br /> FIELD VERIFY $ amp h I T S <br /> 8"MIN THICKNESS, T/FIN GRADE_ LTA WS I i 1 rw q1 <br /> CONTRACTOR TO VERIFY VARIES era "" E! <br /> _ r II \j it �— —rm �W U <br /> N _1_ <br /> _ ' s (E)FTG TO BE CUT FLUSH ^ - -� �I j rn <br /> -� WITH FACE OF STEM WALL o ,vl i -�� E3 W <br /> z v> = WITH A 12"MAX WIDTH FOR tf °' 1_a-E IITRIM o <br /> 1 p 7SThLTIOO <ET k i (f - _ll I-° E- <br /> I <br /> F h IIeoxn.wrs s'f m.t y <br /> p — — <br /> TICONC FTG= _ �z d. a.� f, o ° 0 <br /> a ;_ FIELD VERIFY \+/ m a�°w:i' Ir <„s V w <br /> 12 <br /> Nir <br /> nro ... <br /> I_ _ i' _ +I ME wtr ro Mrala�x uan.a�norAV MOO,rovs w' e,R m Z <br /> AVM . <br /> ,14g <br /> 1 _ au " WONG ar [u3 ao 'HTED WENS..1511.1.t 0.i p•suaC ODw MIKE Olt WM M. O O W <br /> (E)CONTINUOUS Br �. I Epp " t ■ _ <br /> IDEAL HELICAL PILE&REPAIR `",". ... °" E"°"""" ' . a ron �� ,�CAL <br /> s. tlrm-vxr�.xve+®rrwrwrn uo•ASV, ett. em."'. •�'WCAL 4`"'„3.... nt•xatx in,wass t ;&, ;eem� <br /> CONC FOOTING BRACKET ASSEMBLY PER0)723.62130242M.1013, row. K p ix2' .� w rroTM -� <br /> ro00",, �i"'" .aoairo'oe . ;... I. nvt" umI.+s, i TMx °. . w_ Group ;." <br /> NOTES: R&R FOUNDATION SPECIALIST (.. y TM uu� . .� a� n ro Group s R2.a ,� em u•« I n „�,o,. <br /> 1.CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION TO CONFORM TO ESR-3750 MM. --- - _-MOoF,Aas. _..... ____ -"°'x' '..)---- """`--- IT "rro.smanr:,o37.:ffs_ 4""'" "°, Tr"' <br /> "�' IT � � <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE Z-7/8^SHAFT W/10"DIAM <br /> ' <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. a <br /> 2.ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A CORROSION 1 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 153IA123. , <br /> 3.AT CUT INSTALLATION POCKET ALL EXPOSED STEEL REINFORCEMENT <br /> SHALL BE SEALED OR COATED TO PREVENT CORROSION. <br /> A.REFER TO GENERAL NOTES FOR GEOTECHNICAL PILE EMBEDMENT 0 1 <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 /> 216 73RD ST SW <br /> EVERETT <br /> WA 98203 <br /> 5230503-1 XR <br /> JT <br /> ,-.E'{: MRT <br /> -07/13/2023 <br /> - U) <br /> J <br /> H <br /> W <br /> 0 <br /> Z <br /> I O <br /> i ri <br /> < O <br /> 0 1n <br /> z <br /> D <br /> 4 NOT USED 5 NOT USED 6 NOT USED - o <br />
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