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Y <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <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-7 <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. 1 <br />CB <br />DB- <br />Y Y/ L- 1 v ul w "/' ] 1 1 1\ V V V Y Y "L <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 />r3 <br />TB <br />I PRE-ENG. TRUSS <br />I <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP, <br />SEE ROOF <br />PLAN ? 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 AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />N TRUSS <br />SSES <br />HIP <br />G.T <br />(2) 12D NAILS ---v <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 />USPLSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />SCALE: 1 /2"=V-0" <br />USP HD4101F nuur\ <br />SEE ROOF PLAN F( <br />MORE IN <br />(2) 2x8 #2 SYP W <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-UF <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 />Y <br />BEAM a@ RAISED ENTRY <br />MASONRY WALL <br />SCALE: 1/2" = V-0" <br />SEE PLAN <br />FOR CANT. <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 />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />a � � KNEEWALL @ENTRY FRONT WALL <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A SCHEDULDE/PLANM OPTION B CONNECTION INFO OPTION C <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />COMMON BM. TO POST ATTACHMENT <br />A F--� A <br />SEE PLAN FOR <br />SCALE: 3/4"=V-0" <br />BM. SPLICE OVER <br />CENTER OF POST <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 />SCALE: 1/2" = 1'-0" <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS <br />•�C •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP <br />ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. <br />U.N.O. <br />• <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d <br />SEE FLOOR PLAN FOR <br />CANT. IF <br />INDICATED <br />USP JU26 OR IF 2 PLY <br />I <br />Z <br />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />SEE FRAMING <br />2X4 CONT. AT <br />CONC. MASONRY <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AONDJ S6 FOR MORE <br />T & B CHORD <br />STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />FOR <br />BEARING SUPPORT <br />°o. ° <br />INTO END OF EACH FLOOR <br />LOCATION AND <br />. <br />`O <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />EACH SIDE OF G.T. INSTALL <br />SEE 2/D2 FOR BLOCKING <br />A -A ALTERNATE BLOCKING <br />CORNER d <br />(4) NAILS EACH SIDE) <br />INFO) <br />SEE <br />FOUNDATION <br />DETAIL a@ INTERIOR BEARING K-3`� <br />PLAN FOR MORE INFO <br />MASONRY WALL <br />(TYPICAL) <br />SCALE: 1/2"=V-0" <br />COMMON BM. ATTACHMENT 1g <br />WOOD TRUSS <br />A <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF g <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />STANDARD HEEL HEIGHT <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1 /2"= V-0" <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W! USP SPT2 @ <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT <br />VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />EXTERIOR SHEATHING <br />OUTLOOKER <br />INFO. <br />4" O.C. <br />INFO. <br />2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ 2 <br />( ) <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SPT22 @ BASE SEE <br />( BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />SPF TOP <br />INFORMATION. <br />J/S6 FOR MORE <br />INFO. <br />GABL <br />> 5 <br />LOW ROOF/WALL <br />VERTICAL STUD) <br />SCHEDULE <br />PLATE <br />TRUSS <br />SHEATHING ATTACHED <br />-1)­z <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />T <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />ROOF SLOPE <br />USP LSTA30 <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />BELOW @ 16" O.C. <br />WOOD WALL <br />GIRDER BELOW @ 16" <br />EACH COMMON <br />OR TRUSS. <br />2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />O.C. <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />SEE PLAN <br />16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />a <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />4 <br />HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />OIL SEE PLAN FOR <br />PLATE BELOW <br />MASONRY WALL <br />TRUSS BEAM BELOW: USP <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />7 <br />HTW20 @ 4'-0" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />4<. <br />TRUSS <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />• <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />as <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />>� <br />FLOOR <br />MANUF. SPEC'S FOR <br />SECTION @ <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION <br />@ ENTRY $ <br />CONNECTION 22 <br />SECTION <br />AT HIP GABLE 12 <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />CO r <br />z M <br />—o <br />(D CID <br />z� <br />Q <br />a <br />U) z <br />V) CD <br />U, <br />Q) LL, <br />(Dm <br />p <br />— <br />0 <br />V) <br />E <br />o <br />t/) <br />(Q t- <br />a 0 <br />`° 04 <br />C)N <br />ter <br />— $ <br />M M <br />C <br />E2am <br />0 O N <br />=a; <br />U <br />w�0 <br />Lv ) <br />Q M <br />n O <br />rn ¢ d <br />c R fa <br />cx> <br />� N <br />VY / t/ N <br />rr w`j j,`� <br />P <br />a <br />LN G ,�r (b <br />�r <br />W <br />To the best e E r��e���..•55•kno or n, and <br />belief, the str I p1aFAcation•``tained <br />these draw ly <br />within yyyy��]] with thYtPlorida <br />Building Code - Resideifi( t$ it ngineer's <br />signature and seat is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z� <br />0 <br />z <br />I> J)MO <br />M <br /><C�U� <br />a cn•L� <br />Lh N <br />0 `(' <br />�- <br />� M <br />U a 00 <br />Q � <br />� <br />§ ru <br />z <br />W <br />d' <br />�Z <br />0 <br />3� <br />W� <br />za <br />ZYZ~ <br />w ¢ Y <br />o <br />oon <br />Z U Z Q <br />=)ZZ <br />�0 w <br />oLU �S <br />Co do <br />zZ <br />p <br />Z <br />r <br />��Z <br />o <br />g <br />U <br />� <br />m <br />w <br />j <br />0 <br />Z <br />U <br />U-) <br />06 <br />W <br />< <br />W <br />o� <br />TY <br />�—' <br />W <br />UH2 <br />oaoQ <br />N <br />N <br />0 <br />ZWo� <br />< <br />lu0 .1 xa <br />z <br />N <br />boo <br />��o�Z <br />W� <br />r-i <br />LJ 1 <br />Z o <br />gq� <br />N <br />Q <br />¢ <br />z <br />¢�z <br />Ln <br />z <br />t <br />R Z <br />0 <br />06 <br />S <br />= <br />SCALE : AS NOTED <br />DATE : 12/28/2017 <br />TECH: ERAND <br />VERSION NO. 2mO <br />SHEET NO. <br />D1 <br />