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FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) <br />1. FLOOR SHEATHING SHALL BE 23/32" TONGUE AND GROOVE APA RATED SHEATHING <br />(SPAN RATING 40/20). NAIL @ ALL FRAMED PANEL EDGES AND OVER SHEARWALLS <br />w110d @ 6"oc AND 17bc TO ALL INTERMEDIATE FRAMING. <br />2. ROOF SHEATHING SHALL BE 15132" APA RATED SHEATHING (SPAN RATING 24/0). NAIL @ <br />ALL FRAMED PANEL EDGES AND OVER SHEARWALLS w/ 8d @ 6"oc AND 12"oc TO ALL <br />INTERMEDIATE FRAMING. ENTIRE ROOF HAS BEEN DESIGNED FOR ADDITIONAL 5 PSF <br />SOLAR PANELS. <br />3. SW- INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 12/S6.0b. SEE <br />ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. <br />4. ALL HEADERS AND BEAMS ARE MARKED ON PLAN. REFER NOTE 5 FOR SUPPORT <br />REQUIRMENTS. <br />5. REFER TO COLUMN SCHEDULE FOR BEAM SUPPORT REQUIREMENTS. COLUMNS NOT <br />CALLED OUT SHALL BE DOUBLE STUD MIN. <br />LEGEND <br />F1 —1 F HANGER SW x INDICATES SHEARWALL PER <br />SCHEDULE 12/S6.Ob <br />❑ COLUMNS BELOW <br />INDICATES SIMPSON HOLDOWN. <br />COLUMNS ABOVE ZOJ} REFER DETAIL 6/S6.0b FOR <br />REQUIRED NUMBER OF STUDS, <br />ABRUPT CHANGE IN SLAB/ THREADED ROD CALLOUT & <br />i FRAMING ELEVATION EMBEDMENT INTO CONCRETE. <br />FB INDICATES FLUSH BEAM INDICATES SIMPSON STRAP <br />SSG HOLDOWN. REFER DETAIL BIS6.0b <br />SPAN AND EXTENTS <br />SPOT FOOTING - SIZE AND HANGER ID PER SCHEDULE <br />FTGX REQUIRED REINFORCING PER Hx <br />FOOTING SCHEDULE <br />Cx COLUMN ID PER SCHEDULE <br />MAIN FLOOR FRAMING PLAN <br />1 /4rr = 1 r-0rr <br />FO FO FO FO FO <br />2x4 PONY <br />A35 CLIP @ <br />32" O.0 <br />r 2x4 SILL PLATE - <br />rTACH w/ TITEN THD37400 @ 32" O.0 <br />(E) SLAB ON GRADE <br />A/S2.0 -NEW GARAGE FLOOR FRAMING 3/4" = V-0" <br />CUSTOM DESIGN & ENGINEEI aNG, INC <br />Custom Design and Engineering, In <br />6021 Roosevelt Way Ne <br />Seattle, WA 98115 <br />ww.cdengr.com <br />email: kam@cdengr.com <br />z <br />o_ <br />C/D <br />cc <br />W <br />z <br />r <br />O <br />C=) <br />U <br />L U CV <br />W <br />Q M <br />CD <br />Q <br />Q <br />Q <br />0 <br />Q <br />LL W <br />CC <br />wr W <br />W <br />oC <br />Q <br />w <br />0 <br />� W <br />rt <br />o <br />Cz <br />C <br />IL <br />0 <br />J <br />LL <br />o� <br />z <br />Af 56997 9 tp� <br />O R%,rs[ERw' <br />SyIONAL <br />10/1712023 <br />PROJECT # <br />Z10-3311 <br />SHEET NO <br />S2.0 <br />