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C <br />D <br />ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />1. DO NOT SCALE DRAWINGS <br />2. VERIFY ALL DIMENSIONS IN FIELD. REFER TO ARCHITECTURAL PLAN FOR WALL LAYOUT. <br />3. TYPICAL ROOF FRAMING CONSISTS OF 5/3" PLYWOOD ON ENGINEERED WOOD TRUSSES OR <br />RAFTERS. NAIL. ALL SUPPORTED PANEL EDGES WITH 10d NAILS @ 6" ®c & ALL INTERMEDIATE <br />SUPPORTS WITH 10d NAILS @ 12" cc <br />4. TYPICAL ROOF TRUSSES SHALL BE SPACED @ 24"®c, U.N.O. TRUSS SUPPLIER TO SUBMIT A <br />PROPOSED LAYOUT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE GENERAL <br />NOTES FOR MORE INFORMATION. <br />5. ALL POSTS AT THIS FRAMING LEVEL SHALL BE 4x4 U.N.O. <br />6. BEAM AT THIS FRAMING LEVEL SHALL BE 3 1/3 x 10 1/2 GLB, U.N.O. <br />7. TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16" cc, U.N.O. TYPICAL <br />INTERIOR WALL SHALL BE FRAMED WITH 2x4 DF STUDS @ 16"®c U.N.O. REFER TO <br />ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL <br />THICKNESS. <br />3. TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PILES OF 2x10 DF2, <br />TYPICAL INTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PILES OF 2x3 DF#2, U.N.O. <br />9. TYPICAL EXTERIOR WALL TO BE DETAILED AS SHEAR WALL TYPE W6 PER SHEAR WALL <br />SCHEDULE, U.N.O. <br />�yy <br />� <br />3 <br />k <br />m <br />2 <br />z� <br />ffi3R>uuY.{ <br />rv- v <br />h <br />Y <br />v <br />� <br />r. <br />f i <br />r <br />�I <br />kF <br />�f <br />i <br />h <br />k <br />'v <br />r" <br />s <br />a <br />u <br />Owl m-- -I , -I"L <br />