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CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />CROSS BRACING DETAIL (TYP.) 1 <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <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 <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 V-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 />Cy <br />BLOCKING <br />X-BRACING - 2x4 SPF OR SYP <br />w/ 2-16d @ EACH TRUSS WEB <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 />n <br />TB <br />7 PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT V-0" <br />MAX <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. -4--= <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 />�'A TRUSS <br />USSES <br />(2) 12D NAILS —' <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 10d 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'-0"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. ATE 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 />OIL VARIES <br />2x4 #2 SPF BRACIN( <br />16" O.C. W/ (4) 12d <br />TOENAILS TO TOP <br />PLATE & (2) 12d ENC <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />3 <br />— ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />/ COMMON TRUSSES. <br />— SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />11kVARIES SEE PLAN <br />If 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 i PLATE BELOW <br />TOP OF WALL <br />p MIN. 2X4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />PLAN FOR MORE t 16" O.C. MAX. <br />INFO. <br />SECTION @ ENTRY s <br />SCALE: 3/4" = V-0" <br />SCALE: 1 /2"=V-0" <br />HIP <br />G.T <br />(2) 2x8 #2 SYP W. <br />7/16" O.S.B. FLIT( <br />PLATE TOP @ TF <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 44 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 @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = V-0" <br />USP LSTA18 CANT. BEAM <br />_ _ _ _ _ _ <br />ENTEED <br />F BUCKET <br />C <br />SPLIT TO TIDE SEE ROOF IP AN FOR OPTIO PLLEAN <br />BEAMS TOGETHER I I MORE INFO I I <br />I I I I <br />I I I <br />SEE PLAN <br />FOR CANT. <br />I I I I 1 J <br />I I SEE FLOOR PAN FOR � I <br />COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PATE <br />SEE FLOOR PAN I CONNECTION INFO I I REQ'D ONLY WHEN <br />FOR COLUMN SIZE _ _ _ _ II INDICATED ON BM. <br />& ADDITIONAL INFO. 7/16" OSB FLITCH PATE J SEE FLOOR PAN OR SCHEDULE/PAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A INDICATED ON B.SCHEDULE/PLANM OPTION B CONNECTION INFO /'1l�TIr1AI n <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PAN <br />FOR BEAM SIZE &� SCALE: 3/4"=V-0" <br />CONNECTION INFO. <br />(2) HTW-20 STRAP <br />TYP. U.N.O. <br />SEE FLOOR PAN 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 />CORNER <br />A � A <br />SEE PAN FOR <br />TOP OF BFAM <br />_J <br />SEE PAN FOR <br />CANT. IF <br />INDICATED <br />BM. SPLICE OVER <br />CENTER OF POST <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />LAYOUT <br />CLIP EACH TRUSS <br />FOR TY ROOPE) <br />PLAN <br />FRAME OUT TO <br />BLOCK EDGE <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />" <br />? L I BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL ENTRY FRONT WALL s <br />SCALE: 1/2" = V-0" <br />2x4 #2 SYP NAILER. NAIL TO STUDS W/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />USP JU26 OR IF 2 PLY <br />TRUSS USP JUS26-2 TRUSS TO LEDGER SEE FLOOR FRAMING <br />MIDDLE 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE <br />(4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN <br />INTO END OF EACH FLOOR FOR LOCATION AND <br />TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE <br />SEE FOUNDATION EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING <br />A . . <br />PL <br />AN FOR MORE INFO INFO) <br />5" (4) NAILS EACH SIDE) <br />MASONRY WALL <br />(TYPICAL) <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 />i <br />JJ � <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = V-0" <br />wi <br />SEE 1/S5 FOR - <br />ADDITIONAL <br />OUTLOOKER <br />INFO, <br />GABLE <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />SECTION AT LOW ROOF s <br />SCALE: 1/2" = V-0" <br />SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE (2) 2x4 CONT. TOP PLATE <br />HIGH PAN USP SPH4 EACH STUD <br />TRUSS <br />SEE PLAN <br />�. HIGH TRUSS <br />SEE PLAN BRG. <br />FOR CONN. <br />EXTERIOR/ROOF <br />00 SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />17 MASONRY WALL BELOW: USP <br />a.. HTA16 @ 4'-0" O.C. TO GABLE <br />MASONRY WALL TRUSS BEAM BELOW: USP <br />OR BEAM HTW20 @ 4'4" O.C. TO GABLE <br />SEE TRUSS PLAN 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 />2x #2 SPF STUDS TO MATCH <br />SPACING BELOW (DOUBLE o, <br />LOW ROOF TRUSS <br />STUDS UNDER G.T.) <br />SEE PLAN FOR <br />TRUSS SHOP DRAWS <br />& CONNECTION <br />USP LSTA <br />18 EACH <br />SEE PLAN <br />STUD <br />LOW TRUS <br />SEE PLAN BRG. <br />FOR CONN. <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />SECTION AT DOUBLE <br />BEARING �3 <br />SCALE: 1/2" = V-0" <br />000 <br />zM <br />Ztj <br />Z <br />Q <br />a <br />z <br />C <br />Q) <br />4-'J w <br />ca o <br />•O <br />B <br />w <br />E <br />U <br />w <br />WW I_ <br />C cc <br />o,121:g <br />U <br />c <br />c <br />A ' <br />B D. <br />CtlUC <br />NIf <br />xi <br />�r <br />11111 <br />��� <br />IN/ <br />`\\` <br />(on�•• <br />W <br />F U <br />LLW N M• <br />��'��i�,�i, • <br />4•'0� <br />E S S 1 <br />t-wN <br />0`' <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. 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 />i <br />O <br />z N <br />0 CU N <br />MO <br />z <br />M <br />�jMLn <br />a •L e}- <br />0 <br />Q Ln <br />L_ LL <br />a - cYi <br />¢�S''-' <br />3 <br />WJ <br />Z <br />0 <br />WZCO cc <br />QU <br />pp a <br />Z� <br />z <br />o <br />Ln <br />N <br />Ina <br />0 <br />O <br />-I <br />Q <br />Z <br />O H <br />(=) W <br />P! <br />grog z <br />p <br />Z�c <br />Qog <br />CC <br />Z <br />� <br />� O <br />U. <br />Uj <br />LLI <br />O <br />Z W <br />g <br />Z <br />J <br />a U) <br />SCALE. AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />100 <br />JOB NO: 17-2862 <br />SHEET NO. <br />D1 <br />