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A <br />CONTRACTOR TO FIELD VERIFY W6 <br />(E) WALL SHEATHING THICKNESS <br />TO BE 15/32" MIN., AND PANEL <br />EDGE NAILING w/ 6d @ 6" ®c. <br />UPGRADE (E) STUD WALL TO W6 <br />PER SHEAR WALL SCHEDULE <br />Z� <br />4 <br />52.Al <br />W6 <br />n � � <br />O x6(E) 6x6% <br />I <br />si <br />co <br />x N <br />4 2 <br />w 4r <br />Di <br />(E) 6x6 I () 6x6 <br />R <br />�a <br />j <br />�� �� <br />(E) 6x6 (E) 6x6 (E) 6x6 i <br />DOWEL STEM WALL) <br />LONG. REINF. INTO (E)I <br />® CMU WALL w/ SIMPSON <br />F SET (EMBED 4" MIN), TYP. —� <br />— — — — — — — — — — — — — — — - - t ---------------------- <br />II <br />I <br />I <br />it <br />91 <br />II <br />II <br />I! <br />II <br />I! <br />�I <br />�I <br />'4" CONCRETE SLAB ON GRADE w/ <br />W1.4 x W1.4 6x6 WELDED WIRE <br />REINFORCING AT MID -DEPTH. <br />VAPOR BARRIER AND SUBGRADE <br />BY OTHERS <br />II <br />II <br />�b I I <br />li <br />Go <br />�Al� �Q 3' 11 . 2 4,e0 <br />, <br />F2.0 I F2.0 <br />MA1NF___-L00R'1'__RAM1NG !-'LAN <br />• NOT SCALE DRAWINGS <br />2. VERIFY ALL DIMENSIONS IN FIELD. REFER O ARCHITECTURAL PLAN FOR WALL LAYOUT. <br />3. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD SHEATHING ON FLOOR JOISTS <br />NAIL ALL SUPPORTED PANEL EDGES WITH 10d NAILS @ 6"oc & ALL INTERMEDIATE <br />SUPPORTS AILS @ 12"oc, PROVIDE BLOCKING FOR ALL EDGES. <br />TYPICAL4. _ Off}` JOISTS SHALLBE / OR BETTER UNLESS OTHERWISE <br />REFER TO PLAN FOR JOIST SPACING (16"oc IF NOT NOTED). PROVIDE DOUBLE JOISTS <br />UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST <br />5. ALL POSTS <br />- AT <br />- FRAMING LEVEL SHALLBE 1 <br />6. BEAM AT THIS FRAMING LEVEL SHALL BE 3 1/8 x 10 1/2 GLB, U.N.O. <br />_.. TYPICAL EXTERIOR <br />.f: WALL SHALLis FRAMED WITH 2x6 -- <br />INTERIOR WALL SHALL BE FRAMED WITH 2x4 DF STUDS @ 1 6"oe U.N.O. REFER TO <br />ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL <br />8. TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PILES OF 2x10 DF#2, <br />TYPICAL INTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PILES OF 2x8 DF#2, U.N.0, <br />9. TYPICAL E_ WALL TO <br />BE <br />DETAILED <br />_:D SHEAR WALL TYPE W6 PER SHEAR WALL <br />SCHEDULE, <br />10. ALL LUMBER FRAMING USED IN EXTERIOR DECK APPLICATIONS SHALL BE PRESSURE <br />TREATED. <br />e! <br />1/4" = 1'_0" <br />3" CONT. WALL, TYP. <br />1'-4" C NT. FTG., TYP. <br />19,41 <br />Im <br />£ry <br />h <br />p. <br />( <br />+ <br />vY <br />>g <br />t <br />r <br />{ <br />b <br />) <br />a <br />04 <br />C <br />3 <br />t <br />e <br />x <br />i <br />