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WALL PER PLA 2) LAYERS OF 90# <br /> SILL PLATE AND ANCHOR BOLTS FELT OR EQUIVALENT <br /> PER SHEARWALL SCHEDULE. (USE SLAB PER PLAN <br /> 2x6 P.T. SILL PLATE W/ %" 0 � <br /> J-BOLTS 0 488A0/ LMIN„� NAIL ROOF SHEATHING TO 41 4 <br /> POROUS MATERIAL TOP CHORD w/ 8d @ 6" 0 C c I x <br /> MID) <br /> 6» j .: 4. . ; <br /> 2x FLAT ® GABLE SHEATHING TO MATCH <br /> IF SHEATHING IS NOT ,SHEARWALL. NAIL TO .�, <br /> BROKEN ON TOP PLATE, GABLE PER SCHEDULE. <br /> FROST DEPTH OUNDATION PER PLAN USE A35 @ 12" O/C <br /> F(18" MIN) BREAK SHEATHING ON U <br /> TOP PLATE ONLY <br /> ti ' • : Cl)ER PLAN LATERAL BRACING IS <br /> SHEARWALL PER PLAN REQUIRED AT ALL GABLE Q > to o E <br /> goTD <br /> e END TRUSSES AND IS TO a I <br /> 4" 0 PERFORATED PLASTIC PIPE. PER PLAN REIN � � � BE DETAILED BY TRUSS C Of � to vi <br /> CENTER IN ONE CUBIC FOOT OF UJ� �4� MANQFACTURER U n U <br /> FREE DRAINING GRAVEL AND DRAIN Kt /TO APPROVED OUTFALL. 't fVAI (� Q 0 <br /> (DLNDN SHEARWALL CONN ( LATERAL ONLY) GABLE END /SHEARWALL CONNECTION g Z 3 <br /> SCALE: Y4"=1�-0" 2 — N d 3 <br /> k W <br /> REAK SHEATHING ON PLATE AS BREAK SHEATHING ON PLATE AS <br /> HOWN. SEC NOTE FOR ALTERNATE. SHOWN. SEE NOTE FOR ALTERNATE. <br /> SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM � <br /> SHEARWALL PER FLAN NOTE; THE LTP4 AND THE <br /> (WHERE SPECIFIED) JOIST (10d ® 6" o% MIN) � <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO 3x SOTTOM PLATE MAY SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK (USE SDSY4"x4X" TRUSS PER PLA (n <br /> SHEARWALL EDGE NAILING RIM JOIST 10d ® 6" o/c MIN) BE ELIMINATED FOR THE SCREW FOR 3x BOTTOM PLATES) <br /> SHEAR CONNECTION FOR (WHERE APPLICABLE) <br /> (WHERE APPLICABLE) 16d NAIL EACH JOIST 2 BAYS OF JOIST BLOCKING 8d (� 6" 0/C INTO BLOCKIN <br /> LTP4 FROM BOTTOM PLATE TO (USE SDSY4 x4h" SCREW SHEARWALL #S FROM <br /> IF LTP4 FROM BOTTOM PLATE " <br /> RIM JOIST PER SCHEDULE (AT FOR 3x BOTTOM PLATES THE SHEATHING FROM THE TO RIM JOIST PER EACH BLOCK (3)10d NAILS INTO H1 CLIP 0 EAC <br /> ) SHEARWALL IS BROKEN SCHEDULE (AT SHEARWALL <br /> SHEARWALL ONLY) ONLY AT THE CENTER OF ONLY) TRUSS (24" O/C <br /> THE RIMJOIST AND NAILED LPT4 FROM RIM JOIST TO MA �--- <br /> TOPT4 FROM PLATE PERMSCHIST TO TH EDULE ROWS OF IPANEL DMJOIST GE 2) (n LLJ O <br /> TOP PLATE PER SCHEDULE <br /> (AT SHEARWALL ONLY) NAILING. (AT SHEARWALL ONLY) <br /> ja 1;4 VENTILATION MAY BE L.LJ > N <br /> SHEARWALL EDGE NAILING JOIST PER PLAN (I-JOIST SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN REQ'D AT BLOCKING. Q 00 <br /> (WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) (WHERE APPLICABLE) (I-JOIST SHOWN, Soub SAWN WALL PER PLAN — VERIFY METHOD W M <br /> SHEAOWALL PER PLA 1Y4" RIM JOIST (MINIMUM) SHEARWALL PER PLAN SIMILAR) NAIL SHEATHING / <br /> (WERE SPECIFIED) (WHERE SPECIFIED) 1Y4" RIM JOIST (MINIMUM) INTO EA MEMBER OF ENGINEER PRIOR TO W <br /> (2)16d NAILS EACH JOIST TOP PLATE CONSTRUCTION. BIRD a- W Q <br /> TO TOP PLATE 34 FROM BLOCKING TO TOP PLATE BLOCKING IS <br /> 0 Y <br /> A JOIST PERPENDICULAR B ACCEPTABLE.JO ST PARALLEL [If U <br /> EARWALL CONN . � D � <br /> FLOOR J01 ST SH EAR WALL CONNECTIONOf E-- <br /> 3 (Df02F/SH z L <br /> WOW <br /> LIJ <br /> NAIL SHEATHING TO BLOCK NAIL ROOF SHTG <br /> W/ $d 0 4" o/c TO TOP QHORD w/ <br /> $d ® 6" o/c NOV 1 0 2023 <br /> (4) 16d NAIL ti5 0�Asy�c1. <br /> FROM BRACE TO a45' U����. co <br /> BLOCK SHEATHING TO MATCH <br /> SHEARWALL. NAIL TO GABLE PER l <br /> 2x4 BLOCK ® EACH SCHEDULE.(WHERE 10d NAILS ARE <br /> DIAGONAL BRAGS REQ'D, USE 10d x 2" LONG.) <br /> R 34383 <br /> ,,,,—2x FLAT @ GABLE <br /> BREAK SHEATHING ON <br /> TOP PLATE ONLY Drawn By. CHRIS <br /> 2x4 DIAGONAL BRACE Checked .By. CHRIS <br /> 48" O/C — BBL IF SHEATHING IS NOT BROKEN Date: 11-03-23 <br /> BRACE WHEN LENGTH ON TOP PLATE, USE A35 ® 12" O/C SDA JOB NO. <br /> EXCEEDS 6'-0" <br /> 7LSHEARWALL PER 9 8 4 3A <br /> PLAN <br /> STRUCTURAL <br /> DGABLE SH ARWALL CONN DETAILS <br /> SCALE: -Y4"-1 '-O" S - 3 . 0 <br />