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CROSS BRACING DETAIL (TYP.)r i -� .., - -v , --v,`v <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY B <br />MAY NAILED <br />TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER <br />( ) <br />N. <br />w/MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS <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 />2. 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 />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />NAILS AT EACH TRUSS INTERSECTION. <br />Cg <br />4. 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 />Dg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. /N 1 A <br />DIAGONAL - <br />AT 8'-0" <br />MAX <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 />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 <br />SIDE OR BOTH IF REQ'D) TRUSSES..' <br />SAM SES HIP <br />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 BLKING. NAILED @ EACH <br />A <br />BOTTOM OR USP RT7 <br />I <br />SIDE w/ (3) 12d NAILS WHEN <br />OR HCLR/LL W/ 8 - 8d <br />REQUIRED w/ (2) USP HTW20 <br />IN PLACE OF (4) 10d <br />W/ (14) - 10d X 1 1/2" EACH <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />■= ' <br />\`�=e ••D <br />SCREW EACH TRUSS <br />\ BEVEL CUTS <br />PRE-ENG. TRUSS (OPTIONAL) <br />CONT. ROOF SHEATHING AT TRUSS TOP - <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />2X4 CONT. AT <br />T & B CHORD <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 />SCALE: 1/2" = 1'-0" <br />'---Z—WOOD TRUSS J <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"=1'-0" <br />SCALE: 1/2"=1'-0" <br />G <br />_ <br />zM <br />o <br />O <br />z° <br />z� <br />Q <br />O <br />J <br />o_ <br />z <br />O <br />(1) C <br />(Dm <br />'I—J w <br />0 <br />— <br />0 W <br />F- <br />E <br />�Vi <br />o0 <br />U <br />IM <br />E <br />—0 <br />M <br />N �° M <br />O 00 <br />tU-0o <br />C) <br />05 �o <br />< 00) <br />° d: <br />o`� o <br />A 1 <br />N C B D C <br />tea, <br />lol <br />-� <br />�" <br />CD <br />W 0M� <br />LLI <br />RL <br />ILtlp (5°S1C"k <br />W <br />�m <br />rN � 41� <br />Lun)i@I <br />Of G <br />m <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 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />�i'V <br />Z <br />O av N <br />O <br />1,0 <br />r>-+HMO <br />M <br />a�M Lr) <br />a a)CL �Ln <br />Vfu <br />a00 <br />Q <br />E ... <br />Z <br />LU <br />J <br />ko <br />d- <br />°z <br />zwLLL0 <br />LL, <br />UZ�O <br />a <br />z�<8x< <br />Uz <br />O_ Lu <br />X :�wga w H &-oNI <br />Q <br />CCCC8 <br />0Q� W <br />a <br />O <br />M <br />Z w <br />& <br />O <br />Ln <br />N <br />fV <br />Ln <br />• <br />�/� <br />U) <br />J <br />J <br />LU0¢ <br />we� 1—Y <br />DVS <br />�� < <br />Vv� <br />w000� <br />~ Lu <br />fu <br />Z�Zw� <br />zLl� <br />Wa�.m=0f- <br />o <br />J /� <br />VJ <br />w Owza <br />w <br />a�F x00 <br />1-1 <br />N z <br />O <br />� V) <br />`�xozza <br />Ce <br />O <br />aa� <br />¢~LL <br />z <br />cV <br />> <br />g W <br />Z <br />O <br />a Cf) <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />JOB NO: 16-6650 <br />SHEET NO. <br />D1 <br />