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CROSS BRACING DETAIL (TYP.)r i -� .., -1WU i IIxw- °°`V <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS ----i <br />2. <br />3. <br />4. <br />5. <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />NAILS AT EACH TRUSS INTERSECTION. <br />ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE -.4 w <br />DIRECTION TYP. <br />CB <br />X <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. <br />3 <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />0 <br />TYP. <br />TRUSS <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />EACH DIRECTION TYP. U.N.O. <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 10d TOP & <br />- 2x8 BILKING. NAILED @ EACH <br />A <br />BOTTOM OR USP RT7 <br />SIDE w/ (3) 12d NAILS WHEN <br />OR HCLR/LL W18 - 8d <br />REQUIRED w/ (2) USP HTW20 <br />IN PLACE OF (4) 10d <br />W/ (14) - 10d X 1 1/2" EACH <br />, <br />=?�101 EVERY 3rd <br />RAFTER <br />NNW • <br />• • <br />TRUSSSCREW EACH <br />\\\\ • - USP O.C. <br />S'� - <br />L\ y --,, r BEVEL CUTS <br />PRE-ENG. TRUSS (OPTIONAL) <br />CONT. ROOF SHEATHING AT TRUSS TOP - <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />WOOD <br />TRUSS <br />2x8 #2 SPF RIDGE BEAM <br />2x6 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />CONC.MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @INTERIOR BEARING <br />-WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" = V-0" <br />SCALE: 1/2"=V-0" <br />0 L <br />o <br />CO <br />d--� LU <br />� n <br />O <br />0 <br />o0 <br />�V) <br />4J <br />LU <br />F— U <br />U <br />d M <br />C N 21 <br />O O (ON <br />N <br />= LL 00 <br />00 <br />o <br />ly 0 iv/ <br />s <br />i0 (on <br />4¢ <br />o <br />A <br />a <br />I <br />D® <br />N C B D C <br />'W <br />*I, <br />R <br />w° • <br />o°' <br />SZ; <br />Z ��rC2 <br />Cq <br />o • <br />a <br />We� M <br />W <br />Z" �Q <br />f' LN° <br />LLUJ a nF"SS <br />fib\ <br />o°�r/lrrlllla <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. 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U) <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: M]AMES <br />VERSION NO. <br />3v06 <br />JOB NO: 17-4138 <br />SHEET NO. <br />D1 <br />ieaii ri�mw�me�eonair�rr��ii�ar'rlenirtlr�a �s�r���n�nem�elnn�eru������ � n! ��I�I ■ <br />