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EXTEND STRAP ACROSS #MTS20 MIN w/ <br /> FULL WIDTH OF ADJACENT <br /> SHEARWALL TYP MIN x 1�" <br /> TO EAA MEMBER <br /> EM <br /> U,N,O, SSS Number: <br /> s2301025 <br /> p Project Name: <br /> P Colby Short Plat <br /> WINDOW TRUSS COLLECTOR (7010 Colby Ave SW) <br /> C OPENING A—LT Owner: <br /> 1 G TF T TOP PLATE [Paul Korenovsky] <br /> OF S A A C, 11D <br /> P CTP Project Location:COLLECTOR TO TOP PLATE 7010 Colby Ave SW, <br /> T N.T.S. CTPC Everett, WA <br /> c gay <br /> W p Li Design Professional: <br /> T PLAT A C Three Nail Designs <br /> P <br /> FTO FORCE TRANSFER AROUND OPENINGS <br /> ELEVATION VIEW (8)16d EVENLTYSPACED,p TYp FACE NAILS BEAM Z O <br /> N.T.S. DISCONTINUOUS #CS16 w/, HO <br /> FTO D DBL TOP PLATE00 <br /> i (13)8d NAILS EA END <br /> POST <br /> ' �\xO w Lr) <br /> DBL 2x STUD r1ITMIN 2x [V <br /> W <br /> EDGE NAILING SW SHEATHING Z <br /> ' 4'-0"MIN H O <br /> SPLICE H <br /> a y <br /> TOP PLATE SPLICE DISCONTINUOUS DBL TOP PLATE c~in C <br /> HOLDOWN <br /> EMBEDDED V) <br /> STRAP 9= Z U. <br /> --STRAP SHOWN TPS DOUBLE TOP PLATE SPLICE W <br /> _ AROUND CORNER <br /> STUDS PER �/'` N.T.S. TPSA o <br /> HOLDOWN SCHED SW SHEATHING U <br /> EDGE NAILING ~ 3" <br /> (3)2x6 STUDS U.N,O, BOUNDARY NAIL ALONG Q) <br /> BOUNDARY NAIL ALONG N <br /> �— _ cn <br /> 2x STUD LENGTH OF COLLECTOR LENGTH OF COLLECTOR V) <br /> 2" <br /> x <br /> O #STHD14 COLLECTOR <br /> DIAPHRAGM PER <br /> HOLDOWN STRUCf NOTES <br /> 2x STUD ANCHOR ALV <br /> STHD14— A INTERMEDIATE FRAMING ABUTTING PANEL EDGES <br /> v� S FtF <br /> DTC DIAPHRAGM TO COLLECTOR a� �� ASyr�l�'G� <br /> HOC HOLDOWN AT CORNER HDN HOLDOWNS <br /> A <br /> 0 <br /> N.T.S. HOCA N.T.S. HDNA N.T.S. DTCA y _ <br /> 42771 tV� <br /> GIs <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 /> 3%x(MANF) <br /> 6x&3-2x(SAWN) <br /> HEADER HEADER 5%x(GLB) (3)2x4 (3)2x6 <br /> 5 44x(MANF) <br /> 8x(SAWN) <br /> % 6%4x(GLB) (4)2x4 (4)2x6 <br /> WINDOW REQD 7x(MANF) <br /> OPENING STUDS <br /> GIRDER TRUSS (3)2x4 (3)2x6 <br /> DOOR <br /> ENI REQUIRED TRIMMERS ' OF izVERETr�Tl�, <br /> KING STUD KSH IQNG HEADER 2x4 WALL 2x6 WALL 1ED FOR PERMIT <br /> TRIMMER STUD STUD HEADER 4x&2-2x(SAWN) <br /> 3%x(GLB) 2x4 2x6 <br /> 3Y2x(MANF) <br /> \ 6x&3-2x(SAWN) ORIGIN DATE: 3/17/2023 <br /> \ REQD 5%x(GLB) (2)2x6 REVISED: <br /> SWB SWF TRIMMERS 5%4x(MANF) <br /> 4"x 4"IS THE MAXIMUM PENETRATION CRIPPLE STUD BASE PLATE 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 ro <br /> U0 <br /> Cn <br /> N.T.S. DRDDD N.T.S. "01 <br /> 0 <br /> 0 <br /> M <br /> N <br />