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EXTEND STRAP ACROSS #MTS20 MIN w/ <br /> FULL WIDTH OF ADJACENT <br /> SHEARWALL TYP MIN lOd x 1�" <br /> TO EAA MEMBER <br /> U.N.O. SSS Number: <br /> � '� ' s2301025 <br /> O Project Name: <br /> P Colby Short Plat <br /> WINDOW TRUSS COLLECTOR (7010 Colby Ave SW) <br /> - d, L OPENING Owner: <br /> AR G AT F T TOP PLATE [Paul Korenovsky] <br /> END OF SS AIK, D <br /> \ / Project Location: <br /> A//x R� D P I--- - ---- ----- / 1 '44 — / AFTP COLLECTOR TO TOP PLATE 7010 Colby Ave SW, <br /> N.T.S. CTPC Everett, WA <br /> EAT & I <br /> C T W PEfV{ Design Professional: <br /> T P A A C Three Nail Designs <br /> Gay P <br /> I <br /> (8)16d EVENLY SPACED, 16d @ 16'oC N <br /> FTO FORCE TRANSFER AROUND OPENINGS ELEVATION VIEW TYPU.N.O. TYP FACE NAILS BEAM 0 O <br /> N.T.S. DISCONTINUOUS #CS16 w/, pp <br /> FTO D DBL TOP PLATE H <br /> (13)8d NAILS EA END <br /> POST C w <br /> r c,/) <br /> N <br /> DBL 2x STUD MIN 2x I J� W dam' <br /> SW SHEATHING <br /> DC <br /> EDGE NAILING Z E <br /> F— O <br /> zi 11 V_ <br /> 4SPLIMEN <br /> DC ~ � <br /> HOEDOWN TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE cis <br /> EMBEDDED Ln <br /> STRAP Z Z <br /> STRAP SHOWN- TPS DOUBLE TOP PLATE SPLICE cC=> W <br /> AROUND CORNER <br /> STUDS PER N'T.. . TPSA E <br /> O <br /> HOEDOWN SCHED SW SHEATHING U <br /> EDGE NAILING <br /> 3" C: <br /> 2x STUD (3)2x6 STUDS U.N.O. BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG <br /> LENGTH OF COLLECTOR LENGTH OF COLLECTOR <br /> 2 IT <br /> O #STHD14 COLLECTOR n <br /> DIAPHRAGM PER <br /> HOEDOWN STRUCT NOTES <br /> 2x STUD ANCHOR <br /> STHD14- A INTERMEDIATE FRAMING ABUTTING PANEL EDGES <br /> S Ft <br /> AS <br /> FDTC DIAPHRAGM TO COLLECTOR o` oF <br /> HOC HOLDOWN AT CORNER FH D N HOLDOWNS z <br /> N.T. HOCAL N.T.s. HDNA N.T.S. DTCA <br /> 42771_- <br /> ,o�, rsTIt 1� <br /> �F.s>s SAID NA L <br /> EXTENT OF EXTENT OF 't <br /> SHEARWALL SHEARWALL TPS SWF SWR BEAM&#CS SHOWN <br /> w/ REQUIRED STUDS <br /> CRIPPLE STUD DOUBLE TOP PLATE (16)lOd AS SHOWN <br /> BEAM 20 WALL 2x6 WALL <br /> 4x&2 2x(SAWN) This space reserved for <br /> 3 8x(GLB) (2)20 (2)2x6 governing jurisdiction stamps <br /> 3Y2x(MANF) <br /> 6x&3-2x(SAWN) <br /> HEADER HEADER 5%x(GLB) (3)20 (3)2x6 <br /> 5%x(MANF) <br /> 8x(SAWN) <br /> 6%4x(GLB) (4)2x4 (4)2x6 <br /> WINDOW STUDS <br /> 7x(MANF) <br /> OPENING <br /> GIRDER TRUSS (3)2x4 (3)2x6 <br /> DOOR `s <br /> ENI REQUIRED TRIMMERS <br /> IQNG STUD KSHI KING HEADER 2x4 WALL 2x6 WALL <br /> TRIMMER STUD STUD HEADER <br /> 4x&2-2x(SAWN) <br /> 3%x(GLB) 2x4 2x6 <br /> 3%x(MANF) <br /> 6x&3-2x(SAWN) ORIGIN DATE; 3/17/2023 <br /> READ 5/x(GLB) ---- (2)2x6 REVISED; <br /> i <br /> SWB SWF TRIMMERS 5%4x(MANF) <br /> 4"x 4"IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE <br /> OR HOLE THAT CAN BE ADDED TO A SHEARWALL NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINI A M ,T <br /> SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE P N"i° o <br /> ru <br /> N <br /> NI <br /> SWE SHEARWALL ELEVATION 'BHS BEAM & HEADER SUPPORTS <br /> Q <br /> Ln <br /> N.T.S. DRDDD N.T.S. , ^i <br /> 0 <br /> 0 <br /> M <br /> N <br />