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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 $/51.2 FOR <br />DETAILS. <br />ez— HD HOEDOWN TYPE —SEE 10/S1.2 FOR SCHEDULE <br />wmgm'NSHEAR 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 />1/4 fv=l $_O" <br />ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />SECOND FLOOR SHEARWALLS <br />ROOF FRAMING <br />TRUSS SPACING: 24" O.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 />LEGEND <br />ROOF TRUSSES <br />STICK FRAMING <br />• - • • • <br />OVERFRAMING <br />'�`� <br />SEE NOTE TO LEFT <br />I <br />ATTIC ACCESS PANEL <br />NOPOST <br />SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />2 <br />�/\ f /\r lllffflfV -- - <br />@ 24" O.C. ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />3015 "B SECOND FLOOR FRAMING PLAN <br />1/4"=1'-0" <br />FLOOR <br />SF STRUCTURAL FASCIA (2x4) U.N.O. <br />FB FLUSH BEAM <br />HDR HEADER <br />GT GIRDER TRUSS <br />GLB GLU—LAMINATED BEAM <br />M (2) POST SIZE & NUMBER OF BUNDLED STUDS <br />FRAMING NOTES <br />HANGERS INDICATED ARE SIMPS'ON 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 10/89.0 ARE SHOWN ON PLAN. <br />PROVIDE MIN (2) STUDS AT BEAM AND GIRDER <br />TRUSS BEARINGS, U.N.O. <br />3/8" TJI 210 <br />X ROOF FRAMING <br />24" OC <br />':-DGER <br />to <br />b <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FLOOR FRAMING — W/ TA 210 @ 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 />50.52 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE OF WASHINGTON <br />-o <br />a� <br />m <br />VI <br />L <br />(I1 <br />Q <br />t!f <br />C <br />p� <br />O <br />�N <br />•� <br />V <br />Z <br />G� <br />� <br />N <br />v <br />CU <br />0 <br />i <br />Q <br />C <br />a <br />O <br />Q <br />N <br />O <br />i <br />a <br />0 <br />t� <br />O <br />V <br />O <br />O <br />06 <br />O <br />1 <br />O- <br />CDa <br />o <br />CO <br />CO <br />0 <br />e <br />a <br />LO <br />� <br />co <br />m <br />a <br />L <br />= <br />0 <br />mc <br />O <br />cl) <br />0 <br />UL <br />i <br />r <br />0CL <br />_ <br />1 <br />0 <br />E <br />N <br />... <br />E <br />a.+ <br />0 <br />Z <br />o <br />S <br />LU <br />a) <br />= <br />0 <br />Job No.: 14-38 <br />Sheet No.: <br />