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41 <br />S H EARWALL NOTES <br />P6 SHEAR WALL TYPE -SEE 14/51.1 FOR NAILING <br />ps SHEAR WALL WITH FORCE TRANSFER <br />AROUND WINDOWS. SEE 8/57.2 FOR <br />DETAILS. <br />r-- HD HOEDOWN TYPE -SEE 10/S1.2 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 />3020 mA SECOND FLOOR SHEARWALLS ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <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 DETAL S. <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 />L E C E N D <br />ROOF TRUSSES <br />zz y /z <br />STICK FRAMING <br />OVERFRAMING <br />'." <br />SEE NOTE TO LEFT <br />�- -0 <br />I >< I <br />ATTIC ACCESS PANEL <br />POST SIZE AND NUMBER OF <br />BUNDLED STUDS. <br />2xLEDGER <br />TOP PLATE <br />+8'-5"A.F.F. <br />HDL <br />U-11 )lpllilffi"A,-� <br />Nim <br />1/4"=1'-0" <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 />Z 0 POST SIZE & NUMBER OF BUNDLED STUDS <br />lI\VJJGJ H4' G'Y' V.V. <br />STUD WALL HEIGHT 9'-1" <br />ABOVE FIN. FLOOR <br />SECOND FLOOR FRAMING PLAN ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <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.O. <br />TJI 210 <br />F <br />0. C. <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FLOOR FRAMING - 113/8 TJI 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 />5052 REGISTERED <br />ARCHITECT <br />ROBERT E. WEIBLE <br />STATE Of WASHINGTON <br />L <br />N <br />L <br />N <br />a7 <br />�L <br />'Q <br />a <br />CL <br />� <br />Z <br />s <br />u <br />L <br />Q <br />-a <br />a <br />L <br />a <br />0 <br />a <br />Co <br />v <br />00 <br />Z <br />08 <br />-G <br />o, <br />a <br />00 <br />CL <br />CL°? <br />a <br />c <br />r <br />M <br />O <br />LL <br />m <br />a <br />0 <br />L <br />c <br />= <br />7 <br />mc <br />0 U) <br />0 <br />0 <br />tt <br />ULa <br />T <br />O <br />L <br />Rt <br />CL <br />Q <br />O� <br />> <br />O <br />E <br />O <br />Q4ml <br />N <br />■� <br />O <br />� <br />S <br />> <br />W <br />0 <br />._ <br />U) <br />O <br />a. <br />Job No.: 14-38 <br />Sheet No.: <br />