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STRUCTURAL SHEATHING, SEE PLAN AND <br />DETAILS FOR ATTACHMFM <br />11/2' PRE-ENGINEERED <br />WOOD TRUSSES <br />AT 24.O.C. MAX. <br />-OR- <br />OARD <br />Zx BLOCKAT 2: RIBBON BBLOCKINGSHEATHING EDGES W(3) ATTACHED TO TRUSS <br />Bd NAILS INTO TRUSS W (J) NAILS. X <br />CONTINUOUS O.C. CENTER <br />ENTER MAAX. <br />STRUCTURAL SHEATHING SPACING <br />NAIL PERK CONTINl10US STRUCTURALSHEATHING DETAIL SHEATHING NAIL PER <br />TYPICAL SHEATHING DETAIL <br />TYPICAL TRUSS <br />ANCHOR PER PLAN DETAILAT TRUSS HEEL > 9114' TYPICAL TRUSS <br />ANCHK)R PER PLAN <br />NZ <br />REFER TO ARCHITECTURAL DRAWINGS AMWOR TRUSS MANUFACTURER DRAWINGS FOR <br />SPECIFIC TRUSS PROFILE INFORMATION. (Le. Hff1 HEIGHTS, SLOPE, OVERHANGS) <br />STRUCTURAL SHEATHING, SEE <br />PLAN AND DETAILS FOR <br />ATTACHMENT <br />PRE-ENGINEERED WOOD <br />TRUSSES AT ZV O.C. 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O.C. READ AT <br />ATTACHMENT OVERHANGS GREATER THAN 15'. <br />IOd TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER 70 <br />e• O.C. TRUSS TO (� A ®� w/ TYP TRUSS CONNECTOR PER PLAN TRUSS W (3)10d <br />HORIZONTAL BRACE, TOP PLATE ONE EA. SIDE TOENAILS <br />WALL FRAMING ALONG TOP PLATE SHEATHINPER CLAN DROPPED TOP GABLE W/ OUiAIGC;HiB <br />PER PLAN <br />WOOD 2X1 BLOCKING @ CONT. 2X4 (MIN.) wi REQ'D AT 170 MPH OR GREATER <br />EDGE NAILING SHEATHING EGG# (2) lOd NAILS <br />IN LIEU OF BLOCKING AND w/ (2) 1. @ Ell <br />EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT <br />WITHIN THE GABLE, T IS TRUSS WEB 24. O.C. READ AT BLOCKING AS REQUIRED <br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'. FOR BRACING BY TRUSS <br />'EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER <br />BOTTOM CHORD OF TRUSS AS SHOWN) CHORD w/ (2) "Id NAILS �' PERMANENT TRUSS <br />TO TRANSFER LOAD. AT 18' O.C. BRACING PER TRUSS <br />2X4 BLOCKING @ GABLE TRUSS w,/ SEE REQUIRED MANUFACTURER @ 10-W <br />TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. <br />EDGE NAILING (2) 1Od @ EA, END NOTED IN THE MANUFACTURER (1) ADDmONAL FLAT 2X4 <br />SHEATHING TO ADJACENT STUD FRAMING SHEET A_q q-q (.e. BSCI REQ'MTS) WITH BLOCKING <br />WNJC®MHeA I MNl TRUSS NOTES EXTENDING A MIN. D (3) <br />TRUSS BAYS PLACED <br />(3) 10d NAILS @ (3) 10d NAILS @ TRUSS BRACING <br />CIPERMAHE!!T <br />EA TRUSS CHORD EA TRUSS CHORD (RESULTING IN S-0' MAX. <br />NAIL BOTTOM CHORD R larI11A/1lML1fM{OIla1M OVERALL BRACING) <br />OF GABLE TRUSS wl MyMR.lOT� mll�a <br />12ds AT 4. O.C. lols{MRML HORIZONTAL 2K <br />q35 n q35 MASONRY BLOCKING BETWEEN <br />• �ry Ll�a100�ARX FIRST 3 BAYS OF <br />SEE PIAN FOR AmtM{��QERMM� FRAMING TO <br />AIN1lnO0D► IRA BfAB01a1Y1 ATTACHMENT OFALL PERMANENT BRACING <br />O • STRUCTURAL SHEATHING. 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