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• 11 of24 <br /> PROJECT NO. SHEET NO. <br /> S210803-3XR SSK-02 <br /> PROJECT 500 Home Place Everett WA 98203 <br /> LONGITUDE SUBJECT Supplemental Steel Installation Recommendations <br /> ONE TWENTY° <br /> ENGINEERING&DESIGN BY JT DATE 08/07/2021 <br /> STEEL ANGLE INSTALLATION AT(E)CMU STEM WALL: <br /> I I I I I I I I I I CMU STIIM WALL <br /> I I I I I I I I I I I I <br /> II I I ANCHOR IR NOTEI2,TYP I <br /> • e • �e— • • •• CONC FT(j e •e •• •• • e • <br /> Zt -------------- <br /> O L <br /> 1— w ANCHOR SPACING, <br /> o S=92"OC`MAX UNO <br /> r:qV <br /> SUPPLEMENTAL ANGLE <br /> L6x6x318 x 4'-0 <br /> CENTER ON PILE <br /> \\___ <br /> PILE AND CONNECTIONS PER <br /> R&R FOUNDATION SPECIALISTS,TYP <br /> NOTES: ABBRCMU=CO CRETEMASONRYUNIT <br /> 1)ALL STEEL MEMBERS AND COMPONENTS SHALL BE GALVANIZED FOR EXTERIOR USE. CONC=CONCRETE <br /> 2)ALL ANCHORS SHALL BE 5/8"0 SIMPSON TITEN HD SCREW ANCHORS W/4"MINIMUM EMBEDMENT INTO EA EACHNTERED <br /> CONCRETE.ANY SUBSTITUTION SHALL BE SUBMITTED TO L120 FOR APPROVAL PRIOR TO INSTALLATION. Ml a0-0 MUM'MAXIMuM <br /> 3)ANCHORS SHALL BE INSTALLED WITHIN 6"OR LESS FROM EACH END OF STEEL MEMBER. oc=ON-CENTER <br /> 4)ADDITIONAL REQUIREMENTS PER ANCHOR MANUFACTURER. uUNo=UNLESS NOTED OTHERWISE <br /> L120 ENGINEERING&DESIGN <br />