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8d@6"o.c <br /> A35 CLIP @ <br /> 32"O.0 <br /> 20 PONY W LL PT 20 SILL PLATE- <br /> CUSTOM o¢srcN s ENG1NEFRNo6 WC <br /> ATTACH w/TITEN THD37400 @ 32-O.0 <br /> Custom Design and Engineering,In <br /> 6021 Roosevelt Way Ne <br /> (E)SLAB ON GRADE Seattle,WA 98115 <br /> www.odengr.com <br /> A/S2.0-NEW GARAGE FLOOR FRAMING 314"= 1'-0" mail: kam@cdengr.com <br /> FRAMING PLAN NOTES: (TYPICAL UNLESS NOTED OTHERWISE) z <br /> 1. FLOOR SHEATHING SHALL BE 23/32"TONGUE AND GROOVE APA RATED SHEATHING Q <br /> (SPAN RATING 40/20).NAIL @ ALL FRAMED PANEL EDGES AND OVER SHEARWALLS <br /> w110d @ 6"oc AND 12'oc TO ALL INTERMEDIATE FRAMING, C/) <br /> 2. ROOF SHEATHING SHALL BE 15132'APA RATED SHEATHING(SPAN RATING 24/0).NAIL @ <br /> ALL FRAMED PANEL EDGES AND OVER SHEARWALLS Wild @ 5'oc AND 1Z'oc TO ALL L.LJ <br /> INTERMEDIATE FRAMING.ENTIRE ROOF HAS BEEN DESIGNED FOR ADDITIONAL 5 PSF <br /> SOLAR PANELS. z T <br /> 3. SW-_INDICATES STRUCTURAL WALL TYPE PER SCHEDULE 121S6.0b.SEE CD <br /> ARCHITECTURAL DRAWINGS FOR ADDITIONAL WALL INFORMATION. <br /> 4. ALL HEADERS AND BEAMS ARE MARKED ON PLAN,REFER NOTE 5 FOR SUPPORT U W N <br /> RE (E)GARAGE DOOR HDR W Q00 <br /> 5. REFERFER TO TO COLUMN SCHEDULE FOR BEAM SUPPORT REQUIREMENTS,COLUMNS NOT <br /> CALLED OUT SHALL BE DOUBLE STUD MIN. <br /> Q Q <br /> PONY WALL SUPPORT OVER CD Q <br /> LEGEND (E)SLAB ON GRADE TYP. W <br /> 71 -1 r HANGER INDICATES SHEARWALL PER <br /> REFER DETAIL A/S2.0(6)PLACES o Q <br /> SW-x ILL— <br /> SCHEDULE 12I86.0b W <br /> ❑ COLUMNS BELOW LLJ <br /> INDICATES SIMPSON HOLDOWN. ° o = <br /> COLUMNS ABOVE �pJj+ REFER DETAIL B S6.Ob FOR o w z W a Q <br /> w IV �t W <br /> REQUIRED NUMBER OF STUDS, <br /> ABRUPT CHANGE IN SLABI THREADED ROD CALLOUT& E3 <br /> FRAMING ELEVATION EMBEDMENT INTO CONCRETE, <br /> FB INDICATES FLUSH BEAM INDICATES SIMPSON STRAP p <br /> HOLDOWN.REFER DETAIL 8/86.Ob Lu <br /> SPAN AND EXTENTS <br /> OSPOT FOOTING-SIZE AND O HANGER ID PER SCHEDULE CDo <br /> REQUIRED REINFORCING PER Hx z <br /> FOOTING SCHEDULE CC <br /> Q <br /> Cx COLUMN ID PER SCHEDULE <br /> Q w LL <br /> o — c <br /> Q s <br /> USE 2x8 @ 16'o.c OVERFRAMING PONY WALL SUPPORT OVER <br /> CD <br /> FOR RAMP CONSTRUCTION (E)SLAB ON GRADE TYP. —i <br /> REFER DETAIL AIS2.0(6)PLACES <br /> zz <br /> Q J <br /> 1 F <br /> N <br /> ' sI 9 s <br /> OV IAL Y� <br /> 10/17/2023 <br /> PROJECT# <br /> MAIN FLOOR FRAMING PLAN Z10-3311 <br /> 1/4" = 1'-0" <br /> SHEET NO <br /> S2 . 0 <br />