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M: <br />737 <br />ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />3580 mC SECOND FLOOR SHEARWALLS <br />B <br />STH <br />TRUSSES @ 24" 0. C <br />S H EARWALL NOTES <br />P6 SHEAR WALL TYPE -SEE 14/S1.1 FOR NAILING <br />P6 SHEAR WALL WITH FORCE TRANSFER <br />AROUND WINDOWS. SEE 8/S7.2 FOR <br />DETAILS. <br />r- Hd HOEDOWN TYPE -SEE 10/81.2 FOR SCHEDULE <br />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 />2x LEDGER <br />!f\VJJL_J %w LT V.V. <br />1/4 " =i'_0�, <br />r+. _c nnc- -r 9-9 DnQT <br />AdUVL HN. t LUUN <br />ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />SECOND FLOOR FRAMING PLAN <br /><. FRAMING <br />T 24" O.C. <br />EDGER <br />FLOO <br />R <br />FRAM <br />ING <br />NOTES <br />SF <br />STRUCTURAL FASCIA (2x4) <br />U.N.O. <br />HANGERS INDICATED ARE <br />SIMPSON STRONG <br />-TIE <br />SEE SHEETS 59.0, & 59.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FB <br />FLUSH BEAM <br />FLOOR SHEATHING SHALL <br />BE AS INDICATED <br />ON <br />SHEET 51.0. <br />FLOOR FRAMING - 113/8 TJI 210 @ 16" OC <br />NDR <br />HEADER <br />UNLESS NOTED OTHERWISE. SEE FRAMING PLAN <br />SEE DETAIL 10/89.0 FOR <br />TYPICAL HEADER <br />AT WALL <br />FOR EXACT LAYOUT &SPACING. <br />GT <br />GIRDER TRUSS <br />DETAIL TRIM STUD REQUIREMENTS GREATER THAN <br />PER 10/89.0 ARE SHOWN <br />ON PLAN. <br />PLUMBING, MECHANICAL AND ELECTRICAL <br />GLB <br />GLU-LAMINATED BEAM <br />SYSTEMS SHALL BE DESIGNED AND BUILT TO <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER <br />ACCOMMODATE 1/4° PER FLOOR WOOD <br />Q <br />POST SIZE &NUMBER OF <br />BUNDLED STUDS <br />TRUSS BEARINGS, U.N.O. <br />SHRINKAGE. <br />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />a� <br />o <br />N <br />v <br />v <br />s <br />_V <br />4. <br />�a <br />a <br />0 <br />r— <br />0 <br />a� <br />c <br />a <br />G. <br />O <br />V <br />O <br />O <br />Z <br />06 <br />'a <br />C3- <br />� <br />rt� <br />a <br />00 <br />1 <br />CL <br />S <br />a <br />o <br />enw <br />r <br />M <br />O <br />Em <br />m <br />m <br />UL <br />� <br />a <br />L0 <br />� <br />w <br />U) <br />0 <br />0 <br />UL <br />11 <br />Ile <br />0 <br />L <br />C. <br />C <br />> <br />0 <br />E <br />0 <br />W <br />Z <br />L <br />> <br />0 <br />W <br />•� <br />0 <br />LL <br />Job No.: 14-38 <br />Sheet No.: <br />An mm <br />mq- <br />