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EXTEND STRAP ACROSS #MTS20 MIN w/ <br /> FULL WIDTH OF ADJACENT MIN(7)10d x 1V2" <br /> SHEARWALL TYP TO EA MEMBER <br /> U.N.O. SSS Number: <br /> s2301025 <br /> 0 <br /> Project Name: <br /> P Colby Short Plat <br /> WINDOW TRUSS COLLECTOR (7010 Colby Ave SW) <br /> C � 1- L OPENING /_—---V A—D Owner: <br /> -10 G T FA T TOP PLATE (Paul Ko re novsky] <br /> ENi S A A�� D <br /> D P CTP COLLECTOR TO TOP PLATE Project Location: <br /> 7010 Colby Ave SW, <br /> T I <br /> N.T.S. CTPC Everett, WA <br /> C P Design Professional: <br /> �1T ' A C f Three Nail Designs <br /> 1�1G/TY P <br /> F 0 FORCE TRANSFER AROUND OPENINGS (8)16d EVENLY SPACED, 16d @ 16"oc <br /> ELEVATION VIEW TYP U.N.O. TYP FACE NAILS BEAM z V) O <br /> N.T.S. FTOD DISCONTINUOUS #CS16 w/, �F-1 ,00 <br /> 0 <br /> DBL TOP PLATE <br /> (13)8d NAILS EA END <br /> POST JO w <br /> MIN 2x <br /> N � <br /> DBL 2x STUD I J W d <br /> EDGE NAILING SW SHEATHING <br /> Z <br /> 4Al N SPLICE H <br /> —� Ol <br /> 5 <br /> TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE c~ C <br /> HOLDOWN <br /> EMBEDDED <br /> STRAP 0 Z V) <br /> STRAP r; TPS DOUBLE TOP PLATE SPLICE W � <br /> AROUND CORNER <br /> STUDS PER N.T.S. TPSA E <br /> HOLDOWN SCHED U <br /> rff- <br /> SW SHEATHING <br /> 3„ L~ p1 <br /> EDGE NAILING <br /> 2x STUD (3)2x6 STUDS U.N.O. BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG ul <br /> LENGTH OF COLLECTOR LENGTH OF COLLECTOR <br /> 2" cc <br /> O #STHD14 COLLECTOR 0 <br /> DIAPHRAGM PER <br /> HOLDOWN STRUCT NOTES <br /> 2x STUD ANCHOR <br /> STHD14- A INTERMEDIATE FRAMING ABUTTING PANEL EDGES <br /> v,q F <br /> 'VAS <br /> �l <br /> H HOLDOWN AT CORNER HDN HOLDOWNS <br /> OC o� of 6TC DIAPHRAGM TO COLLECTORyti�, , <br /> ti A p <br /> N.T.S. DTCA <br /> N.T.S. HOCA N.T.S. HDNA <br /> 4 <br /> 1P 1 42771 <br /> dF 'o;�s,Slo asTe��`1�� <br /> 9s NA L *_ <br /> EXTENT OF EXTENT OF <br /> SHEARWALL sHEARwALL TPS SWF SWR BEAM&#cs16 w/ REQUIRED STUDS <br /> CRIPPLE STUD DOUBLE TOP PLATE (16)10d AS SHOWN <br /> BEAM 2x4 WALL 2x6 WALL <br /> 4x&2-2x(SAWN) This space reserved for <br /> 3�x(GLB) (2)2x4 (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/qx(MANF) <br /> 8x(SAWN) <br /> WINDOW 63/x(GLB) (4)2x4 (4)2x6 <br /> OPENING <br /> Sf QDD 7x(MANF) <br /> GIRDER TRUSS (3)20 (3)2x6 <br /> DOOR <br /> ENI REQUIRED TRIMMERS <br /> ­i `z' OF EVERETT <br /> KING STUD / KSH IQNG HEADER 2x4 WALL 2x6 WALL MED FOR PERM1 <br /> TRIMMER STUD STUD HEADER <br /> 4x&2-2x(SAWN) <br /> 3%c(GLB) 2x4 2x6 <br /> 3%x(MANF) <br /> 6x&3-2x(SAWN) ORIGIN DATE: 3/17/2023 <br /> REQD S%x(GLB) (2)2x6 REVISED: <br /> SWB SWF 4"x 4"IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE TRIMMERS 5%x(MANF) N <br /> OR HOLE THAT CAN BE ADDED TO A SHEARWALL NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM o <br /> SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS o <br /> SWE SHEARWALL ELEVATION BHS BEAM & HEADER SUPPORTS <br /> Un <br /> N.T.S. DRDDD N.T.S. <br /> 0 <br /> M <br /> N <br />