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CI NE$ <br /> BREAK SHEATHING ON PLATE AS BREAK SHEATHING ON PLATE AS HOEDOWN POST <br /> SHOWN. SEE NOTE FOR ALTERNATE. NOTE: THE LTP4 AND THE 3x SHOWN. SEE NOTE FOR ALTERNATE. <br /> BOTTOM PLATE MAY BE PER PLAN. (2)2x <br /> SHEARWALL PER PLAN ELIMINATED FOR THE SHEAR SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM MINIMUM ((� <br /> (WHERE SPECIFIED) J�IST <br /> APHRAGM EDGE NAILING INTO RIM CONNECTION FOR SHEARWALL (WHERE SPECIFIED) JOIST (10d ® 6" o/c MIN) MSTC48B3 STRAP <br /> 10d ® 6" o #'S 1-5 IF THE SHEATHING <br /> SHEARWALL EDGE NAILING ( /c MIN) FROM THE SHEARWALL IS SHEARWALL EDGE NAILING SC NAIL EACH BLOCK (USE SDSYa"x4J�" PER PLAN O <br /> (WHERE.APPLICABLE) 6d NAIL EACH JOIST (USE BROKEN ONLY AT'THE CENTER (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) . START NAILS 1J¢" UP V �iDSYax4J�" SCREW FOR 3x BOTTOM OF THE RIMJOIST AND NAILED LTP4 FROM BOTTOM PLATE T 2 BAYS OF JOIST BLOCKING ® 48" o/c FROM END OF STUDLTP4 FROM BOTTOM PLATE LATES) TO THE RIMJOIST W / (3)10d NAILS INTO ACH BLOCK 0 (V <br /> TO RIM JOIST PER SCHEDULE / (2) ROWS RIM JOIST PER SCHEDULE (AT w <br /> 1OF PANEL EDGE NAILING. SHEARWALL ONLY) <br /> (AT SHEARWALL ONLY) In <br /> LPT4 FROM RIM JOIST TO d E <br /> LPT4 FROM RIM JOIST T TOP PLATE PER SCHEDULE (5)16d NAILS FROM FACE NAIL Q Q m .. 0 <br /> TOP PLATE PER SCHEDULE KING STUD TO <br /> (AT SHEARWALL ONLY) HEADER °L <br /> (AT SHEARWALL ONLY) JOIST PER PLAN (I—JOIST SHOWN, SHEARWALL EDGE NAILING S OWN,LOOR FSOMID SAWN SIMING PER ALARI) JOIST BEA PEREPDLAN CO <br /> SHEARWALL <br /> EREEDGE <br /> APPLICABLE YOLID SAWN RIM JOIST SIMMINIMUM (WHERE APPLICABLE) 16d ® 8" o/c FROM Q @ <br /> (MINIMUM) 1X" RIM JOIST (MINIMUM) KING STUD TO TRIM MSTC48B3 STRAP EACH ?�N <br /> SHEARWALL PER PLAN (2)16d NAILS EACH SHEARWALL PER PLAN STUD END OF BEAM O <br /> (WHERE SPECIFIED) JOIST TO TOP PLATE (WHERE SPECIFIED) A34 FROM BLOCKING TO TOP PLATE Q o <br /> I T P RP N IST PARALLEL TRIM STUD/POST PER PLAN. (2)2x m m <br /> A B. MINIMUM. SEE PLAN FOR HOLDOWN w <br /> REQUIREMENTS AT BASE L In <br /> N <br /> �t <br /> - FLOOR JOIST/SHEARWALL CONNECTION 2 HOEDOWN AT BEAM/HEADER U Z <br /> w <br /> Z) 0 <br /> L z <br /> I 4_' <br /> NAIL SHEATHING TO BLOCK NAIL ROOF SHTG <br /> W/ 8d ® 4" o/c TO TOP CHORD w/ O <br /> 8d ® 6" o/c NAIL ROOF SHEATHING TO L <br /> TRUSS PER PLA TOP CHORD w/ 8d ® 6" 0 C <br /> Sd ® 6" 0/C INTO BLOCKING (4) 16d NAIL <br /> FROM BRACE TO rv45 2x FLAT ® GABLE m <br /> H1 CLIP ® EACH T71 <br /> RUSS SHEATHING TO MATCH SHEATHING TO MATCH <br /> BLOCK <br /> (24" 0/C MAX) SHEARWALL. NAIL TO GABLE PER IF SHEATHING IS NOT SHEARWALL. NAIL TO <br /> 2x4 BLOCK ® EACH I" <br /> SCHEDULE.(WHERE 10d NAILS ARE BROKEN ON TOP PLATE, GABLE PER SCHEDULE. a <br /> DIAGONAL BRACE o <br /> REQ'D, USE 10d x 2" LONG.) USE A35 ® 12" O/C <br /> 2x4 DIAGONAL BRACE f 2x FLAT ® GABLE BREAK SHEATHING ON p -- <br /> VENTILATION MAY BE ® 48" O/C BREAK SHEATHING ON TOP PLATE ONLY z <br /> REQ'D AT BLOCKING. LATERAL BRACING IS <br /> WALL PER PLAN — TOP PLATE ONLY REQUIRED AT ALL GABLE <br /> VERIFY METHOD W <br /> NAIL SHEATHING ENGINEER PRIOR TO SHEARWALL PER PLAN ENDS <br /> INTO EA MEMBER OF CONSTRUCTION. BIRD IF SHEATHING IS NOT BROKEN <br /> TOP PLATE BLOCKING IS ON TOP PLATE, USE A35 ® 12" O/C <br /> ACCEPTABLE. <br /> SHEARWALL PER uj <br /> PLAN <br /> 3 ROOF SHEARWALL CONN. GABLE SHEARWALL CONN GABLE END/SHEARWALL CONNECTION z o � <br /> 4 5 IY <br /> Q CD <br /> U-J0 <br /> w � <br /> N W <br /> N W <br /> rcovth <br /> U,�, 2 <br /> 3438 _ <br /> TONAL <br /> EUld <br /> Drawn By: VKY <br /> Checked By: GCC <br /> Date: 08-05-19 <br /> 5DA JOB NO. <br /> 8674 5 <br /> 5TRU CTU RAL <br /> DETAILS <br /> —3 ,O <br /> REVIEWED FOR PERMIT <br />