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• <br /> f �c'� /1 <br /> kic:4::744.1,;e:!;-\,77•'-'' <br /> BREAK SHEATHING ON PLATE ASBREAK SHEATHING ON PLATE AS <br /> SHOWN. SEE NOTE FOR ALTERNATE. NOTE: THE LTP4 AND THE 3x SHOWN. SEE NOTE FOR ALTERNATE. HOLDOWN POST <br /> BOTTOM PLATE MAY BE PER PLAN. (2)2x —j,— <br /> ELIMINATED FOR THE SHEAR SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM MINIMUM-N_ In <br /> SHEARWALL PER PLAN CONNECTION FOR SHEARWALL (WHERE SPECIFIED) JOIST (10d @ 6" o/c MIN) MSTC48B3 STRAP (0 Lp <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO RIM #'S 1 -5 IF THE SHEATHING PER PLAN --I--SHEARWALL EDGE NAILING r JOIST (10d © 6" o/c MIN) SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4Y" M_ <br /> FROM THE SHEARWALL IS (WHERE APPLICABLE) SCREW FOR 3x. BOTTOM PLATES) <br /> (WHERE APPLICABLE) 16d NAIL EACH JOIST (USE BROKEN ONLY AT THE CENTER START NAILS 1Y2,, UP = U N <br /> A SDSY4"x4Y2" SCREW FOR 3x BOTTOM OF THE RIMJOIST AND NAILED LTP4 FROM BOTTOM PLATE Ti 2 BAYS OF JOIST BLOCKING @ 48 o/c FROM END OF STUD0 <br /> E (AT A 3 10d NAILS INTO ACH BLOCK NLTP4 FROM BOTTOM PLATE PLATES TO THE RIMJOIST W/ (2) ROWS RIM JOIST PER SCHEDUL w/ ( ) 0 d- <br /> TO RIM JOIST PER SCHEDULE <br /> =� Lri <br /> OF PANEL EDGE NAILING. SHEARWALL ONLY) •� <br /> (AT SHEARWALL ONLY) . <br /> t\ d- E <br /> 1 LPT4 FROM RIM JOIST TO 5 16d NAILS FROM f Q m •• O <br /> LPT4 FROM RIM JOIST TO TOP PLATE PER SCHEDULE ( ) KING STUDS TO } : FACE NAILS: > _ -v°' <br /> a■� (AT SHEARWALL ONLY) '„� '' J + • oc O <br /> TOP PLATE PER SCHEDULE N w <br /> _� __. HEADER w <br /> (AT SHEARWALL ONLY) JOIST PER PLAN (I-JOIST SHOWN, FLOOR FRAMING PER PLAN (I-JOIST BEAM/HEADER LU 0 a) <br /> NAILINGSHEARWALL EDGE NAILING SHOWN, SOLID SAWN SIMILAR) PER PLAN <br /> SHEARWALL EDGE L SOLID SAWN SIMILAR) 16d © 8" o/c FROM m <br /> (WHERE APPLICABLE) �, KING STUD TO TRIM �:� <br /> (WHERE APPLICABLE) 1Y4 RIM JOIST (MINIMUM) 1Y4 RIM JOIST (MINIMUM) MSTC48B3 STRAP EACH <br /> SHEARWALL PER PLAN (2)16d NAILS EACH SHEARWALL PER PLAN STUD END OF BEAM p O N <br /> (WHERE SPECIFIED) JOIST TO TOP PLATE (WHERE SPECIFIED) A34 FROM BLOCKING TO TOP PLATE <br /> . JOIST PARALLEL TRIM STUD/POST PER PLAN. (2)2x m 2 m <br /> PERPENDICULARMINIMUM. SEE PLAN FOR HOLDOWN - > <br /> •JOIST <br /> REQUIREMENTS AT BASE L w <br /> Q (V <br /> 0 FLOOR JOIST/SHEARWALL CONNECTION 0HOLDOWN AT BEAM /HEADER ii w <br /> z <br /> n O <br /> Cn <br /> NAIL SHEATHING TO BLOCK NAIL ROOF SHTG <br /> z <br /> W/ 8d @ 4" o/c TO TOP CHORD w/ 0 <br /> 8d © 6" o/c NAIL ROOF SHEATHING TO `n <br /> TOP CHORD w/ 8d © 6" 0 C <br /> TRUSS PER PLA ,, ,� •��� ►1 ii I <br /> 8d @ 6" 0/C INTO BLOCKIN �� (4) 16d NAIL''` ' 11 <br /> i >- <br /> FROM BRACE TO ' x FLAT @GABLE I rio <br /> I <br /> 2 <br /> H1 CLIP Ca,� EACH TRUSS ks45 SHEATHING TO MATCHSHEATHING TO MATCH <br /> BLOCK <br /> 0/C I ,�SHEARWALL. NAIL TO GABLE PER IF SHEATHING IS NOT I /- <br /> (24'' SHEARWALL. NAIL TO w/ MAX)) ;; 2x4 BLOCK @EACH SCHEDULE.(WHERE 10d NAILS ARE BROKEN •ON TOP PLATE, GABLE PER SCHEDULE. ~ <br /> a <br /> 0 <br /> 10-0 <br /> �N DIAGONAL BRACE REQ'D, USE 10d x 2" LONG.) USE A35 © 12" 0/C I <br /> ; <br /> -" 2x4 DIAGONAL BRACE FLAT @ GABLE BREAEAINGON pVENTILATION MAY BE 1; --2x <br /> TOP PLATE ONLY z <br /> WALL PER PLAN - REQ'D AT BLOCKING. VI N Y,.,� BREAK SHEATHING ON <br /> __ TOP PLATE ONLY LATERAL BRACING IS <br /> NAIL SHEATHING VERIFY METHOD W/ SHEARWALL PER PLAN REQUIRED AT ALL GABLE <br /> INTO EA MEMBER OF ENGINEER PRIOR TO IF SHEATHING IS NOT BROKEN ENDS <br /> TOP PLATE CONSTRUCTION. BIRD BLOCKING IS ON TOP PLATE, USE A35 © 12" 0/C <br /> • ACCEPTABLE. SHEARWALL PER W <br /> PLAN N Q O <br /> ® GABLE END SHEAR WALL CONNECTION w co <br /> ROOF/SHEARWALL CONN . EARWALL CONN z o <br /> U C-4)GABLE/SH <br /> � � Q <br /> Q <br /> w � � <br /> o —'t w <br /> • 0 N � <br /> -� N j <br /> N 1.11 <br /> G.. coVI4 <br /> ?" <br /> 9t," - <br /> v1 � Z <br /> ;,- <br /> ,�, $:} <br /> 4� ,p�T4 ' <br /> "�343 <br /> sin569,7- <br /> NALF ' <br /> iU ( 72O9 <br /> Drawn By: VKY <br /> Checked By: CCC <br /> Date: 08-05- 19 <br /> SPA JOB NO. <br /> 8674 b <br /> STRUCTURAL <br /> CITY OF EVERETT DETAILS <br /> REVIEWED FOR PERMIT C. _3 . O <br />