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WALL SHEATHING: <br /> SHEATHING SHALL BE 7/16 INCH A.P.A.RATED SHEATHING,SPAN RATING 24/0. <br /> PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d <br /> NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE <br /> SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. <br /> GLU-LAMINATED TIldBER: <br /> LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS <br /> GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR <br /> CANTILEVER AND CONTINUOUS BEAMS. <br /> ROOF SHEATHING: <br /> SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, <br /> INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS <br /> SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 <br /> INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. <br /> FLOOR FRAMING: <br /> PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS <br /> (FB)AND HEADERS NOT CALLED OUT ON THE PLANTS SHALL BE(2)2X8. ALL <br /> VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED <br /> TOGETHER WITH 12d NAILS SPACED AT 12 INCHES ON CENTER <br /> BEAR tNG WALL FRAAUNG: <br /> ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE <br /> (2)2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR <br /> OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE <br /> PLANS SHALL BE(2)STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON <br /> CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND <br /> CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP <br /> PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d <br /> NAILS. FACE NAIL DOUBLE TOP PLATE WITH 10d NAILS AT 10 INCHES ON <br /> CENTER LAP AND FACE NAIL PLATES WITH 2-10d NAILS AT EACH SPLICE, <br /> CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. <br /> ROOF TRUSSES <br /> TRUSSES SHALL BE PLANT FABRICATED DOUGLAS-FIR/LARCH OR HEM-FIR. <br /> TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWING AND CALCULATIONS <br /> STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED <br /> STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWING TO THE ENGINEER OF <br /> RECORD AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO <br /> FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES <br /> WITHOUT STORAGE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL <br /> BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE <br /> INSPECTORS USE AND REFERENCE. <br />