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i <br />a <br />n <br />1/4 tt=lf_0" <br />T37 <br />ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />SECOND FLOOR SHEARWALLS <br />S H EARWAL L NOTES <br />P6 SHEAR WALL TYPE —SEE 14/St.t FOR NAILING <br />ps SHEAR WALL WITH FORCE TRANSFER <br />AROUND WINDOWS. SEE 8/S1.2 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 51.1. <br />SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE <br />PERIMETER FOUNDATION WALL. <br />STH <br />2x LEDGER <br />JACK <br />TRUSSES <br />C-C anCT <br />G /N IV l III V <br />® 24" O.C. ALL EXTERIOR SHEARWALLS <br />SHALL BE P6TN U.N.O. <br />35110 mB SECOND FLOOR FRAMING PLAN <br />1/4 "=i 1-0" <br />< FRAMING <br />T 24" O.C. <br />7DGER <br />FLOO <br />R <br />FRAM <br />ING NOTES <br />SF <br />STRUCTURAL FASCIA (2x4) <br />U.N.O. <br />HANGERS INDICATED ARE <br />SIMPSON STRONG —PE <br />SEE SHEETS S9.0, & S9.1 FOR TYPICAL WOOD <br />FRAMING DETAILS. <br />FB <br />FLUSH BEAM <br />FLOOR SHEATHING SHALL <br />BE AS INDICATED ON <br />SHEET 51.0. <br />FLOOR FRAMING — 113/8 7JI 210 @ 16" OC <br />HDR <br />HEADER <br />UNLESS NOTED OTHERWISE. SEE FRAMING PLAN <br />SEE DETAIL 10/S9.0 FOR <br />TYPICAL HEADER AT WALL <br />FOR EXACT LAYOUT &SPADING. <br />GF <br />GIRDER TRUSS <br />DETAIL. TRIM STUD REQUIREMENTS GREATER THAN <br />PER 10/59.0 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 />QX <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 />-c <br />a� <br />L <br />_N <br />..0 <br />as <br />L/! <br />O <br />•w <br />V <br />G� <br />V <br />�C <br />V <br />Q <br />"C7 <br />C <br />a <br />L <br />CV <br />m <br />r <br />a <br />sue. <br />0 <br />v <br />o <br />Q <br />z <br />-a <br />o <br />r <br />(p <br />c <br />a <br />a <br />pp <br />r <br />t0 <br />® <br />r <br />tv <br />a <br />o <br />Lti <br />r <br />e� <br />M <br />O <br />■e <br />E <br />M <br />m <br />m <br />L <br />u <br />3 <br />a <br />L <br />= <br />� <br />0 cl) <br />Q <br />CD <br />ULa <br />[t <br />r <br />O <br />f <br />4 <br />0 <br />C. <br />E <br />o <br />> <br />0 <br />ao <br />" <br />I� <br />._ <br />ELa <br />.� <br />O <br />Z <br />?0 <br />_ <br />._ <br />cl) <br />O <br />a. <br />Job No.: 14-38 <br />Sheet No.: <br />Am <br />AA5 <br />