Laserfiche WebLink
bOTl2S <br /> • i P, JJECT NO. SHEET NO. <br /> S200803-2 SSK-01 <br /> PROJECT 2612 E Grand Ave, Everett, WA <br /> LONGITUDE SUBJECT EXTERIOR STEMWALL <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY KJ DATE 11/25/20 <br /> STEM WALL FOOTING SCHEDULE <br /> FOOTING WIDTH PER PLAN FOOTING DEPTH REINFORCEMENT <br /> LONGITUDINAL TRANSVERSE <br /> 1'-4" 8" (2)#4,CONT N/A <br /> 2'-0" 8" (3)#4, CONT N/A <br /> 2'-6" 10" (3)#4, CONT #4@12"O.0 <br /> CONCRETE 2„ 5/8"0 ANCHOR BOLT W/3"X3"X0.229" PLATE <br /> SLAB WASHER. SPACED PER SW SCHEDULE <br /> (4"X4"X0.229"AT ALL DOUBLE SIDED <br /> 1/2" SHEARWALLS) <br /> MAX REF FRAMING AND SHEAR DETAILS FOR <br /> FRAMING AND NAILING REQUIREMENTS <br /> \ T/CONC <br /> z� <br /> E P <br /> O0\ #4HAT12"O.C. zaz <br /> �I I I #4VIAT 18" O.C. _ J <br /> u. T/CONCRETE TO BE HELD <br /> -III=_ . 8" m DOWN 1" AT ALL DOUBLE <br /> I I BACK FILL TO T/FOOTING MIN SIDED SHEAR WALLS TO <br /> ALLOW FOR 3x SILL <br /> '� Ig J E °. ° , Li 1I I I1 I -1 I I' • PLATE. LOCATE PER <br /> v) 3 = °a ' o 1 I SHEAR WALL PLAN <br /> a 3"CLR <br /> -1 11-1 1 1=1 I I III=1 �*=11 '—'1 h 1= <br /> 'ER PLAN ` REINFORCEMENT PER STEM <br /> PER PLAN WALL FOOTING SCHEDULE, NOTE: SIM AT GARAGE SLAB <br /> / UNO ON PLAN i W/BACKFILL TO B/SLAB <br /> NOTES: <br /> 1. CONTRACTOR TO VERIFY NOTED MINIMUM EXISTING FOUNDATION <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 <br /> SYSTEM BY OTHERS.GALVANIZATION PER ASTM 153/A123 IS <br /> RECOMMENDED. <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 />