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7211 BEVERLY BLVD 2025-07-14
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7211 BEVERLY BLVD 2025-07-14
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Last modified
7/7/2025 11:40:39 AM
Creation date
6/30/2025 10:01:05 AM
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Address Document
Street Name
BEVERLY BLVD
Street Number
7211
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12 of 23 <br /> PROJECT NO. SHEET NO. <br /> i <br /> S230731-2XR SSK-01 <br /> �i PROJECT 7211 Beverly Blvd, Everett, WA <br /> LONGITUDE SUBJECT Foundation Stabilization/Jacking <br /> ONE TWENTY <br /> ENGINEERING&DESIGN BY PAM DATE 08/09/23 <br /> (E) WOOD FRAMED <br /> FLOOR SYSTEM, <br /> FIELD VERIFY <br /> - ------- -- - ---- - - --- -- <br /> I <br /> I <br /> (E) CONC STEM WALL <br /> - � T/STEM WALL <br /> FIELD VERIFY <br /> 8" MIN THICKNESS, T/FIN GRADE <br /> CONTRACTOR TO VERIFY — — — VARIES <br /> 11= III=1111- III_ <br /> m1fun-nn-nn= <br /> _ 11= III=1111= III= (E) FTG TO BE CUT FLUSH <br /> c� o > Inl=nn=nu=nll <br /> WITH FACE OF STEM WALL <br /> = w o lilt-_Ilil-_1111=1 WITH A 12" MAX WIDTH FOR <br /> z > a 11= III-1111= <br /> z o imfoil-nil=uu- INSTALLATION POCKET <br /> - p t— 11= III=1111= III=11 <br /> N U IIII-IIII-III=1111= <br /> N a 11= III=111i_ III=111 <br /> T/GONG FTG <br /> I = - FIELD VERIFY <br /> =IIII-IIII-1111=1111=IIi1=11 IIII=1111=III <br /> 4" MIN 11='III=1111= <br /> -1111=IIII=11 IIII_III�=�11 <br /> '1=IIII= lil 11= III- (2) 1/2" DIAMETER TITEN HD <br /> lin=lin=n • ° rill—nl <br /> ANCHORS W/MIN 4" <br /> nn=lni=nu=nil=nn_ ���-111 EMBEDMENT INTO SIDE OF <br /> u-nll=iu=lin= nl <br /> (E) CONTINUOUS -""_""="Il=nn=III FOOTING. CONTRACTOR/MFR <br /> CONC FOOTING TO PROVIDE ANCHOR HOLES <br /> WITHIN MIDDLE THIRD OF <br /> NOTES: BRACKET, MAINTAINING 3" <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION EDGE DISTANCE <br /> DIMENSIONS PRIOR TO INSTALLATION.ENGINEER-OF-RECORD TO BE <br /> NOTIFIED PRIOR TO INSTALLATION IF MINIMUMS NOT MET. IDEAL HELICAL PILE & REPAIR <br /> 2. ALL ASSEMBLY COMPONENTS SHALL BE FULLY SEALED BY A - BRACKET ASSEMBLY PER <br /> CORROSION RESISTANT SYSTEM. THIS INCLUDES ALL FINAL CUT R&R FOUNDATION SPECIALIST <br /> ENDS AND DRILLED HOLES.CORROSION PREVENTION COATING TO CONFORM TO ESR-3750 <br /> SYSTEM BY OTHERS. PRIME AND PAINT PER MFR OR GALVANIZATION <br /> PER ASTM 153/A123, 2-7/8" SHAFT W/ 10" DIAM <br /> 3. AT CUT INSTALLATION POCKET ALL EXPOSED STEEL DOUBLE HELIX W/3" PITCH <br /> REINFORCEMENT SHALL BE SEALED OR COATED TO PREVENT <br /> CORROSION. <br /> 1.120 ENGINEERING&DESIGN <br />
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