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's <br />CROSS BRACING DETAIL (TYP.) 1 <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />YBE 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--� <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 />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 />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 />MAX & EACH END ALTERNATE BETWEEN EA. TRUSS <br />DIRECTION TYP. , <br />-----/--WOOD TRUSS J <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1 /2"=V-0" <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <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 />DIAGONAL - <br />AT 8'-0" <br />MAX <br />CB <br />vv/ L-Ivu `w L/'lVl I I\VVV vV LU <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) - 10d X 1 1/2" EACH <br />FF1 171 14 <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />WOOD <br />TRUSS <br />SEE ROOF <br />PLAN F SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <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 A <br />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�7A TRUSS <br />USSES <br />(2) 12D NAILS — I <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE: 1 /2"=V-0" <br />USP LSTA18 <br />VERTICAL SCAB CENTERED @ <br />2 x 6 #2 SPF 48" O.C. SPLIT TO TIE <br />W/ (4) 10d TOP & BEAMS TOGETHER <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'-0"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 @a INTERIOR BEARING 3 <br />SCALE: 1/2" = V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OIL VARIES <br />ROOF SHEATHING <br />ATTACHED PER <br />2X4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />16" O.C. W/ (4) 12d <br />TOENAILS TO TOP —� <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />MIN. (2) 2x4 <br />SPF TOP <br />FOR CONNECTION <br />INFORMATION. <br />BOTTOM CHORD <br />PLATE <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />kM <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 />rt <br />°. <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />o <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY <br />$ <br />SCALE: 3/4" = V-0" <br />HIP <br />G.T <br />USP HD4101F BUCK -- <br />SEE ROOF PLAN Fi <br />MORE IN <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ T1 <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)-10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />BEAM a@ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = 170" <br />SEE PLAN <br />FOR CANT. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE INDICATED ON BM. <br />& ADDITIONAL INFO. SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SC EDU E/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT rA <br />SEE ROOF PLAN <br />FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />CONNECTION INFO. BM. SPLICE OVER <br />CENTER OF POST <br />A A <br />SEE PLAN FOR <br />USP ST18—' <br />TYP. U.N.O. SEE PLAN FOR <br />CANT. IF <br />SEE FLOOR PLAN FOR INDICATED <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 />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />�y <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 />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION a@ FLOOR <br />CONNECTION r22� <br />SCALE: 3/4" = V-0" <br />SEE 1 /S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />MASONRY WALL BELOW: USP <br />44. <br />HTA16 @ 4'-0" O.C. TO GABLE <br />MASONRY WALL TRUSS BEAM BELOW: USP <br />OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />SEE TRUSS PLAN as TRUSS <br />COMMON TRUSS <br />a<. SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE 12 <br />SCALE: 3/4" = V-0" <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <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 />KNEEWALL a@ ENTRY FRONT WALL <br />2X4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <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 />SCALE: 1/2" = V-0" <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 2/1312 FOR BLOCKING <br />INFO) <br />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = 1'-0" <br />LOW ROOF/WALL--{ <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 W/---/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. <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 OUT 39 <br />SCALE: 3/4"=1'-0" 177 <br />DETAILS & SECTIONS <br />zm® <br />0 <br />o <br />z� <br />Q <br />a. <br />v, z <br />O <br />V� C� <br />sr� <br />w <br />o <br />U — <br />w <br />0 � <br />0 <br />� <br />co CO <br />�� <br />(z '— <br />m <br />w E <br />t— p <br />c '0M <br />T M m <br />O Np <br />U <br />O <br />= N <br />W <br />U <br />_E00 <br />LRig <br />3 <br />Y <br />in a o <br />0 O �} <br />atm <br />�aa <br />A 1 <br />B D. <br />NCBDC <br />OW <br />fie' <br />�cff�. <br />N <br />e= <br />CN <br />z o <br />, <br />N N <br />c 41 <br />_ <br />C w <br />O •0 <br />It <br />�• M <br />Ewa' .. .•'' <br />' ^, -, <br />J� <br />ElEl <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 />1! <br />0 <br />oN <br />z <br />0 W N <br />> C C)M <br />Q <br />z <br />d cn <br />V) <br />Q <br />LL <br />F- CL j <br />Q� U Q00 <br />Q <br />E ..� <br />z <br />WJ C) <br />�t <br />oz <br />;R <br />za <br />w¢awI <br />UZoUo <br />E <br />o w <br />Z W LU <br />0=ZZ <br />irxw <br />yaps, <br />a 1 , o <br />0w�i0 <br />W <br />N <br />T <br />i <br />i <br />z <br />O <br />o <br />zZ <br />18 <br />> <br />oC <br />U <br />H <br />z <br />z <br />C:Ln <br />0 <br />V) <br />2:Cn <br />2 <br />OU <br />o <br />a <br />= <br />(V <br />J <br />W9 <br />5 <br />o� <br />o <br />Q <br />r-oa <br />f-� <br />> <br />'-_ <br />LU <br />X <br />U O m a <br />N <br />A <br />o¢oa <br />Z w z J <br />Oaza <br />Qopgaw <br />z <br />z <br />,�-I <br />W=moo <br />a <br />w <br />W <br />Q <br />z <br />Qzo <br />8 LU <br />z <br />=z <br />a <br />u')z <br />m <br />g <br />LU <br />d° <br />,--� <br />a <br />V) <br />SCALE: AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />D1 <br />IN <br />