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4.1 WOOD DESIGN: <br />SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM <br />GRADE (UNLESS NOTED OTHERWISE): <br />LOCATION:SPECIFICATION: <br />2X4 STUDS, BLOCKING, TOP PLATES DOUGLAS FIR STUD GRADE <br />2X6 STUDS, BLOCKING, TOP PLATES DOUGLAS FIR #2 <br />JOISTS, TOP PLATES DOUGLAS FIR #2 <br />ALL OTHER SAWN LUMBER DOUGLAS FIR #2 <br />6X BEAMS AND 6X POSTS DOUGLAS FIR #1 <br />GLULAM BEAMS: DOUGLAS FIR COMBINATION <br />Fb = 2,400 PSI Fv = 165 PSI Fc (┴) = 650 PSI E = 1,800,000 PSI <br />LOCATION:SPECIFICATION: <br />SIMPLE SPAN 24F-V4 <br />CANTILEVERED AND MULTI-SPAN 24F-V8 <br />PLYWOOD OR OSB: C-D OR C-C SHEATHING CONFORMING TO <br />THE FOLLOWING NOMINAL THICKNESS, SPAN RATING AND <br />NAILING PATTERN U.N.O: <br />THICKNESS: SPAN RATING:EDGE NAILING:FIELD NAIL: <br />3/8”24/0 8d AT 6” O.C.8d AT 12” O.C. <br />1/2”32/16 8d AT 6” O.C.8d AT 12” O.C. <br />¾” OR MORE 40/20 10d AT 6” O.C.10d AT 12” O.C. <br />ALL NAILS EXCEPT 16d NAILS SHALL BE COMMON NAILS <br />U.N.O. 16d SINKER, 16d BOX OR 12d COMMON U.N.O. NAILS <br />SHALL BE DRIVEN SO THAT THE HEADS ARE FLUSH WITH <br />WOOD SURFACE. OVER-OR UNDER-DRIVEN NAILS WILL NOT <br />BE ACCEPTABLE. NAILING SHALL BE PER IBC TABLE 2304.9.1 <br />NAILING SCHEDULE. <br />5.1 CONNECTION HARDWARE: <br />SIMPSON STRONG-TIE OR OTHER ICC OR LOCAL BUILDING <br />DEPARTMENT APPROVED EQUIVALENT., i.e. LARR APPROVED. <br />6.1 STRUCTURAL STEEL: <br />STRUCTURAL STEEL MEMEBERS SHALL CONFORM WITH THE <br />FOLLOWING STANDARDS AND MATERIAL PROPERTIES: <br />SHAPE STANDARD YIELD (Fy) <br />ROLLED WIDE FLANGE SECTIONS ASTM A992/572 50 <br />CHANNEL AND ANGLES ASTM A36 36 <br />BARS AND PLATES ASTM A36 36 <br />THREADED ROD, EPOXY BOLTS,ASTM A307 -- <br />STUDS IN WOOD CONNECTIONS <br />HIGH STRENGTH BOLTS ASTM A325N -- <br />TUBES, SQUARE ASTM A500 Gr B 46 <br />TUBES (ROUND)ASTM A500 Gr B 42 <br />PIPES ASTM A53 Gr B 35 <br />302 E Santa Clara Ave <br />9/25/2024