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I <br />I <br />I <br />I <br />I <br />*DIAGONAL SPACED <br />AT 15'-0" O.C. MAX <br />I <br />I <br />I <br />I <br />I <br />I <br />I D <br />I <br />-------------------------------j <br />CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />CROSS BRACING DETAIL JYP.)r—,"�w/2-16d@EACH <br />SCALE: 1/2" = 1'-0" <br />BLOCKING <br />X-BRACING - 2x4 SPF OR SYP <br />TRUSS WEB <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />SHEATHING Ok OF HIP/RIDGE, TYP.BETWEEN <br />PLAN TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />BETWEEN TRUSSES TRUSS <br />SECT. A -A A <br />'\A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />IP <br />SIDE OR BOTH IF REQ'D) T <br />MAX 24" SPAN (EITHER USSES N7G. <br />A 12T 12" NAILS <br />A" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL 2 <br />SCALE: 1/2"=1'7" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE <br />MAY BE NAILED <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />B <br />VERTICAL SCAB <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />2 x 6 #2 SPF O.C. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />W/ (4) 10d TOP & <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />W/ (14) - 10d X 1 1/2" EACH <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 />TI <br />COLLAR TIE <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY rd <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />(2) #7X 3-1/2" WOOD <br />NAILS AT EACH TRUSS INTERSECTION. CB <br />SCREW EACH TRUSS <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48" O.C. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB <br />B <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP <br />MAX &EACH END ALTERNATE CHORD AT ALL <br />HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />AT T-0" <br />MAX <br />WOOD <br />TRUSS 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 />2X4 CONT. AT <br />CONC. MASONRY <br />T & B CHORD <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />3 <br />SCALE: 1/2" = 1'-0" <br />WOOD TRUSS <br />APROVIDE 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 />zM <br />0 <br />—0 <br />z(D <br />z� <br />Q <br />Oct. <br />z <br />Lo <br />cJ� U <br />Q Q) cn <br />w <br />w <br />0 <br />~ <br />o <br />U <br />N M <br />W <br />F— <br />— 8 <br />CrOM <br />2"OM <br />NN <br />0 <br />a NP <br />U <br />_O <br />"CC) <br />m <br />C T <br />Q O7 <br />Sao <br />" O W <br />m Q O <br />A1 <br />B D® <br />N C B D C <br />m\.' <br />Z'co <br />%�r <br />> <br />LL ( <br />c <br />.n <br />✓ �IIP O n <br />LL� i N <br />m_ <br />p/�, <br />To the best of the Engineer's I i ormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. 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