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INFAcIFIERMI <br />S H EARWALL NOTES <br />(::P6) <br />SHEAR WALL TYPE —SEE 14/S1.1 FOR NAILING <br />P6 SHEAR WALL WITH FORCE TRANSFER <br />AROUND WINDOWS. SEE 8/51.2 FOR <br />D TAILS. <br />*,,--- HD HOLDOWN TYPE — SEE 10/S1.2 FOR SCHEDULE <br />ImMm SHEAR WALL— INDICATES EXTENT OF SHEAR WALL <br />WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BE APPLIED TO SIDE OF <br />STUD WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. <br />SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR <br />WALL. TABLE SHEET S1.1. <br />SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE <br />PERIMETER FOUNDATION WALL. <br />�owl: tm . <br />1/4 "=iO" <br />2x LED, <br />ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />SECOND FLOUR SHEARWALLS <br />ROOF FRAMING <br />TRUSS SPACING: 24" 0. C. — TYPICAL <br />FB FLUSH BEAM <br />HDR HEADER <br />GLB GLU—LAMINATED BEAM <br />GT GIRDER TRUSS <br />SF STRUCTURAL FASCIA (2x4) U.N.O. <br />SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL DETAIL. TRIM <br />STUD REQUIREMENTS GREATER THAN PER 10/S9.0 ARE SHOWN ON PLAN. <br />ROOF SHEATHING SHALL BE AS INDICATED ON S1.0. <br />SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. <br />SEE SHEETS S9.0 AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. <br />SEE DETAIL 7/S9.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE <br />2'x4' HOLE IN SHEATHING FOR ATTIC VENTILATION. <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER TRUSS BEARINGS, <br />U.N.O. <br />NOTES <br />11\VJJLJ kl L-Y V.ka. <br />ABOVE FIN. FLOOR <br />ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />3015 mC SECOND FLOOR FRAMING PLAN <br />1/4 tjl=i I —Olt <br />FLOOR <br />LEGEND SF STRUCTURAL FASCIA (2x4) U.N.Q. <br />ROOF TRUSSES I FB FLUSH BEAM <br />STICK FRAMING <br />OVERFRAMING <br />.': ,':: •` <br />SEE NOTE TO LEFT <br />ATTIC ACCESS PANEL <br />Z ® <br />POST SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />HDR HEADER <br />GT GIRDER TRUSS <br />GLB GLU—LAMINATED BEAM <br />® 0 POST SIZE & NUMBER OF BUNDLED STUDS <br />FRAMING NOTES <br />HANGERS INDICATED ARE SIMPSON STRONG —TIE <br />FLOOR SHEATHING SHALL BE AS INDICATED ON <br />SHEET S1.0. <br />SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL <br />DETAIL. TRIM STUD REQUIREMENTS GREATER THAN <br />PER 10/S9.0 ARE SHOWN ON PLAN. <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER <br />TRUSS BEARINGS, U.N.Q. <br />%s" TJI 210 <br />K ROOF FRAMING <br />24" OC <br />7DGER <br />E <br />9 <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FLOOR FRAMING — 11 3/8 TJI 210 Q 16" OC <br />UNLESS NOTED OTHERWISE. SEE FRAMING PLAN <br />FOR EXACT LAYOUT & SPACING. <br />PLUMBING, MECHANICAL AND ELECTRICAL <br />SYSTEMS SHALL BE DESIGNED AND BUILT TO <br />ACCOMMODATE 1/4" PER FLOOR WOOD <br />SHRINKAGE. <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />-d <br />as <br />L <br />as <br />L <br />N <br />L <br />a? <br />Q <br />V'1 <br />C <br />C36- <br />O <br />�> <br />Z <br />d <br />LY <br />Vi <br />v <br />CS) <br />L_ <br />Q <br />Zf <br />C <br />a <br />i <br />O <br />O <br />CV <br />a <br />a� <br />A <br />d. <br />O <br />V <br />d <br />Z <br />06 <br />'a <br />CU <br />O <br />� <br />� <br />1 <br />LSD <br />O <br />a <br />G <br />CO <br />1 <br />t0 <br />a <br />a <br />o <br />� <br />r <br />� <br />M <br />O <br />Em <br />m <br />u. <br />3 <br />a <br />L <br />� <br />Lm <br />0 <br />p <br />CD <br />1 <br />� <br />LLg <br />� <br />r <br />Ili <br />r <br />u <br />0 <br />L <br />4m <br />m <br />O- <br />L <br />4� <br />� <br />._ <br />o <br />E <br />CU <br />Tm� <br />L <br />0 <br />Z <br />W <br />O <br />s <br />m <br />� <br />�+ <br />._ <br />U) <br />0 <br />a. <br />Q <br />0 Job No.: 14-38 <br />U <br />Sheet No.: <br />Nrm <br />00 A* <br />rn <br />2 <br />1 <br />