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Z� <br />IE <br />C <br />D <br />?FI DR. <br />m� <br />Y <br />W6 N I <br />x <br />CONTRACTOR TO FIELD VERIFY I"p <br />(E) WALL SHEATHING THICKNESS <br />TO BE 15/32" MIN., AND PANEL QO <br />EDGE NAILING w/ 8d @ 6' oc. <br />UPGRADE (E) STUD WALL TO W6 <br />PER SHEAR WALL SCHEDULE <br />(E) x RAFTER 3 i <br />0 <br />� I <br />N � � <br />x II <br />N �® <br />BA412Jell— <br />S� <br />51/2x1 LB <br />I WP3.56 <br />i <br />WP3.56 <br />w <br />LL <br />A I < <br />x <br />HDR <br />® WP3.56—' <br />V <br />x <br />N ca <br />3 1/2LN 9 1/2 GLB N <br />CANOPY ROOF <br />FRAMING NN/ 2x8 @ <br />HDR. 12"oc, TYP. <br />2 <br />� � . \9 ` I ®V 12�-10" 52.2 <br />4 to � (21 2x10 <br />H- <br />00 <br />Zlo <br />N HDR <br />III �3 <br />®®®J 100 <br />s <br />IN � <br />�I <br />II � <br />;I <br />3�1 2 x 9 1/2 GL (2 QS16 <br />it r (I O �� <br />I <br />(E) HE R. (E) HDR <br />0 00 <br />x x <br />r— 4x8 F--1 <br />CANOPY ROOF <br />FRAMING w/ 2x8 @ <br />12"oc, TYP. <br />p MEll MAIN Ur 0-0 <br />w yWPM <br />II Ij <br />II II <br />II li <br />II II <br />II II � <br />II II <br />II II <br />�oam—j L----- <br />i <br />(2) 11 7/8 To1 230 @ 12"oc <br />ADD DBL. JOIST @ WALL LINE <br />1. DO NOT SCALE DRAWINGS <br />2. VERIFY ALL DIMENSIONS IN FIELD. REFER TO 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 WITH 10d NAILS @ 12"oe, PROVIDE BLOCKING FOR ALL EDGES. <br />4. TYPICAL FLOOR JOISTS SHALL BE 11 7/8" TJI 110 OR BETTER UNLESS OTHERWISE NOTED. <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 />LENGTH. <br />5. ALL POSTS AT THIS FRAMING LEVEL SHALL BE 4x4 U.N.O. <br />6. BEAM AT THIS FRAMING LEVEL SHALL BE 3 1/8 x 10 1/2 GLB, U.N.O. <br />7. TYPICAL EXTERIOR WALL SHALL BE FRAMED WITH 2x6 DF STUDS @ 16"oc, U.N.O. TYPICAL <br />INTERIOR WALL SHALL BE FRAMED WITH 2x4 DF STUDS @ 16"oc U.N.O. REFER TO <br />ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PERTAINING TO WALL <br />THICKNESS. <br />8. TYPICAL EXTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PILES OF 2x10 IMF#2, <br />TYPICAL INTERIOR WALL HEADERS SHALL BE FRAMED WITH (2) PILES OF 2x8 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 />10. ALL LUMBER FRAMING USED IN EXTERIOR DECK APPLICATIONS SHALL BE PRESSURE <br />TREATED. <br />v <br />1 <br />52.2 <br />Q® <br />63/4x131/2GLB <br />31/2x9GLB <br />2x6 @ 4"oc <br />( <br />t <br />N. <br />t <br />I <br />L <br />LL <br />