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CROSS BRACING DETAIL (TYP.)r <br />SCALE: 1/2" V-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002 <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <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--i <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 201-0" <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />NAILS AT EACH TRUSS INTERSECTION. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <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 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1/2"=V-101" <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />ATTACHED PER NAILING <br />STRUCTURAL SHEATHING <br />SCHEDULE <br />VARIES W1 <br />ROOF SLOPE <br />�--2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />- TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE: 3/4" = V-0" <br />CB <br />VVI r-- I vu t,%" L-r-%%al I I VY "Li <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2x8 BLKING. NAILED @ EACH <br />SIDE W/ (3) 12d NAILS WHEN <br />REQUIRED W/ (2) USP HTW20 <br />W/ (14) - 1 Old X 1 1/2" EACH <br />TB <br />i 7 PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT 81-011 <br />MAX <br />TRUSS <br />ROOF <br />SEE SHEATHING <br />PLAN <br />-.k <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />,E — ""j <br />N I SHI <br />SECT. A -A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <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 />TYP, <br />TRUSS <br />�'A <br />(2) 12D NAILS <br />AT 12" O,C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: 1/2"=11'4' <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 1 Od TOP & <br />BOTTOM OR USP RT7 <br />OR HCLR/LL W/ 8 - 8d <br />IN PLACE OF (4) 10d <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2X4 SPF 2 <br />(2) #7X 3-1/2" WOOD <br />SCREW EACH TRUSS <br />OR USP RT7 @ 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />* 2x8 #2 SPF RIDGE BEAM <br />* * 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. AT--/ CONC.MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />SCALE: 1/2"= V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />VARIES ...... <br />x ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />PLATE & (2) 12d END <br />MIN. (2) 2X4 <br />FOR CONNECTION <br />NAILS TO TRUSS <br />SPFTOP <br />FPLATE <br />INFORMATION. <br />BOTTOM CHORD <br />Al 7A dkVARIES SEE PLAN <br />FOR WALL LOCATION <br />MIN. 2X4 #2 SPF STUDS @ <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />MIN. 2X4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />16" O.C. MAX. <br />INFO. <br />SECTION <br />@ ENTRY <br />SCALE: 3/4" = V-0" <br />USP LSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />HIP <br />G.T <br />USP HD4101F BUCK -- <br />SEE ROOF PLAN Fi <br />MORE IN <br />(2) 2x8 #2 SYP VY <br />7/16" O.S.B. FLIT <br />PLATE TOP @ TI <br />BRG. <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />USP JUS46 OR JUS461F <br />BUCKET TO COLUMN <br />SUPPORT COLUMN BUILT-UP <br />(2)-2x4's OR 4x4 W/ (2)-1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(1 0)-1 Od x 1 1/2 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(l 3)-1 Old NAILS Ea TO COL. <br />TIE BEAM <br />BEAM RAISED ENTRY <br />MASONRY WALL r4 <br />SCALE: 1/2" V-0- <br />kSEE PLAN <br />FOR CANT <br />f <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE& BASE <br />7/16"OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE SEEFLOOR FOR <br />AS <br />ST <br />E <br />REQ'D ONLY WHEN COLUMN SIZZAN E <br />& BA <br />INDICATED ON BM. CONNECTION INFO <br />OPTION A SCHEDLILE/PLAN OPTION B OPTION C <br />COMMON BM. TO POST ATTACHMENT rA <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />USP ST18 <br />TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />2X4 STUDS W/ USP' <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />A A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />0 <br />CORNER SEE FOUNDATION <br />L� PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2X4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />SEE PLAN FOR <br />16" FLOOR SYSTEM --- FLOOR GIRDER <br />SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION FLOOR <br />CONNECTION r2 2 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-101" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />ju <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />BM. SPLICE OVER <br />CENTER OF POST <br />MIDDLE <br />F SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />'-MASONRY WALL BELOW: USP <br />HTA1 6 @ 4'-0" O.C. TO GABLE <br />MASONRY WALL A. TRUSS BEAM BELOW: USP <br />OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />SEE TRUSS PLAN TRUSS <br />COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj_2-� <br />SCALE: 3/4" = V-0" <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <br />KNEEWALL <br />2X4 #2 SYP NAILER. NAIL <br />TO STUDS W/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER W/3-10d <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />(SEE ROOF PLAN <br />FOR TYPE) <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />ENTRY FRONT WALL <br />SCALE: 1/2"= V-0" <br />USP JU26 OR IF 2 PLY <br />TRUSS USP JUS26-2 <br />TRUSS TO LEDGER <br />2X8 #2 SYP CONT. LEDGER W/ <br />(4) 16d NAILS ATTACH NAILS <br />INTO END OF EACH FLOOR <br />TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL <br />(4) NAILS EACH SIDE) <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />SEE FLOOR FRAMING <br />PLAN AND J/S6 FOR MORE <br />INFO. VERIFY WITH PLAN <br />FOR LOCATION AND <br />DIRECTION (IF PARALLE <br />SEE 202 FOR BLOCKING <br />INFO) <br />-MASONRYWALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" V-0" <br />LOW ROOF/WAL <br />L <br />SHEATHING ATTACHED\ <br />PER NAILING SCHEDULE <br />2x STUDS @ 16" O.C. <br />W/ USP SPT22 @ <br />BASE & SPT24 @ TOP <br />2x BLOCKING BETWEEN <br />STUDS TO TRUSS W/ (2) <br />12d TOENAILS EACH END <br />(BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />VERTIVAL STUD) <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS Wl--II'Z Z FLOOR G.T. <br />(2) 2x6 BLOCKING UNDER <br />RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />EXTENSION SEE TRUSS JUS24-2 EACH END <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />SECTION @ BUMP OUTr3q'N� <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />0 Z <br />z <br />-7 <br />I <br />< <br />Z <br />4--J LU <br />U <br />0 LU <br />E <br />0 <br />Ln <br />V) <br />2 <br />g <br />Co c14 <br />LU <br />E <br />8 <br />as <br />0 co <br />0) <br />C mm <br />!2.2 cm, <br />000 <br />0 � <br />$ <br />E U_ 00 <br />:3 - 00 <br />0 <br />0) CL <br />.19 <br />< 0 <br />Lo <br />0 <br />-A I <br />a U. <br />liv <br />T, <br />v*1 <br />L,,�%111111r­ <br />ext"L <br />x ewtk <br />�9 <br />Nscm na, <br />C�5 <br />E <br />ro <br />u-_ <br />U1. , <br />C <br />U, <br />W <br />W <br />gg <br />C <br />0 1 ) <br />N <br />&L F <br />0 <br />OFESSN <br />To the best of the Engineer's AW",lihfdrmation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth 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 />C) <br />Z <br />0 <br />1.*i :Lj CD <br />=1 <br />M Ln <br />-0 <br />z 0. -- v- <br />2: �5 N <br />a) - Ln <br />< " LL <br />F- CL <br />>- <br />jn� U <br />z <br />a 00 <br />< <br />z E <br />z <br />LU <br />_j C) <br />W to <br />"UH <br />U) <br />UM N <br />2: <br />LO <br />7-1 <br />0 <br />z <br />cl� <br />b <br />r_ <br />Ln <br />r"4 <br />UJ <br />Cf) <br />0 <br />C0 <br />2 <br />U <br />W <br />WOP6 <br />< <br />rj <br />r%% <br />LU <br />z <br />v- <br />N <br />z <br />Uj <br />_j I <br />T__q <br />In <br />V-4 I <br />Lij <br />00 <br />X: <br />< <br />z <br />2 <br />Cal <br />z <br />z <br />% <br />175 <br />Uj <br />0 <br />0 <br />9 <br />0 <br />rn <br />-4 <br />CL <br />T <br />Ln <br />'NOTED <br />2: <br />SCALE: AS <br />DATE 2/24/2014 <br />TECH: MIAMES <br />VERSION NO <br />10 <br />SHEET NO. <br />D1 <br />