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EXTEND STRAP ACROSS #MTS20 MIN W/ <br /> FULL WIDTH OF ADJACENT <br /> SHEARWALL TYP MIN(7)10d x 1%" <br /> TO EA MEMBER <br /> U.N.0. SSS Number: <br /> s2301025 <br /> PM <br /> 0 Project Name: <br /> P Colby Short Plat <br /> WINDOW <br /> TRUSS COLLECTOR (7010 Colby Ave SW) <br /> OPENING <br /> Owner: <br /> 1 G TF L 6 T TOP PLATE [Paul Korenovsky] <br /> S < S D <br /> Project Location: <br /> / CTP COLLECTOR TO TOP PLATE 7010 Colby Ave SW, <br /> I N.T.S. CTPC Everett, WA <br /> C �FR W P Design Professional: <br /> T PINT A c- Three Nail Designs <br /> FTO FORCE TRANSFER AROUND OPENINGS (8)16dEVENLYSPACED, 16d@16"oc M <br /> ELEVATION VIEW TYP U,N.O. TYP FACE NAILS BEAM z Ln o <br /> DISCONTINUOUS OH <br /> N.T.S. #CS16 W/, <br /> FTOD DBL TOP PLATE � <br /> (13)8d NAILS EA END rl-. <br /> J <br /> POST O w Lr) <br /> MIN 2x <br /> DBL 2x STUD J W II-o <br /> EDGE NAILING SW SHEATHING Z <br /> ' 4'-0"MIN O <br /> zi SPLICE ~I V <br /> ~ d) <br /> TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE ce Lon C <br /> HOLDOWN <br /> EMBEDDED ul <br /> STRAP Z Z <br /> STRAP SHO TPS DOUBLE TOP PLATE SPLICE can W <br /> AR UND CORNER <br /> STUDS PER N.T.S. TPSA o <br /> "_J HOLDOWN SCHED SW SHEATHING U <br /> 3" <br /> EDGE NAILING <br /> 2x STUD (3)2x6 STUDS U.N.O. BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG Q) <br /> cn <br /> LENGTH OF COLLECTOR LENGTH OF COLLECTOR c/) <br /> 2 - <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 /> �cJ S Ft <br /> H HOEDOWN AT CORNER H LD W DTC DIAPHRAGM TO COLLECTOR 'vaShlMr�c <br /> OC HDN 0 0 NS <br /> 0 <br /> LiN.T.S. N.T.S. N.T.S. DTCA <br /> HOCA HDNA <br /> T'p 42771 �'� <br /> IISTE��`�<� <br /> 9s NA L .� <br /> EXTENT OF EXTENT OF d <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 2x4 WALL 2x6 WALL <br /> 4x&2 2x(SAWN) This space reserved for <br /> 38x(GLB) (2)2x4 (2)2x6 governing jurisdiction stamps <br /> VN 3Y2x(MANF) <br /> 6x&3-2x(SAWN) <br /> HEADER HEADER 5YBx(GLB) (3)2x4 (3)2x6 <br /> 5%qx(MANF) <br /> / 8x(SAWN) <br /> WINDOW <br /> REQD 7x(MANB) (4)2x4 (4)2x6 <br /> OPENING � STUDS <br /> GIRDER TRUSS (3)2x4 (3)2x6 <br /> DOOR <br /> ENI REQUIRED TRIMMERS _ <br /> KING STUD KS H KING HEADER 2x4 WALL 2x6 WALL C i Y OF EVERETT <br /> TRIMMER STUD STUD HEADER 4x&2-2x(SAWN) ' EVI VVED FOR PERMIT <br /> 3%x(GLB) 2x4 2x6 <br /> 3%x(MANF) <br /> 6x&3-2x(SAWN) ORIGIN DATE: 3/17/2023 <br /> \` REQD 5YBx(GLB) ---- (2)2x6 REVISED: <br /> 4"x 4"IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE SWB SWF 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 /> N.T.S. DRDDD N.T.S. S2 <br /> 0 <br /> 0 <br /> M <br /> N <br />