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CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />FRAMED RIDGE <br />CON1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY B <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDSS 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 />CB <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />vv/ L—IWU `w "ll 11 11\VV%.J vv"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 />v 17 * M 14 <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT �TB <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg g <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — <br />DIRECTION TYP. � <br />1 A CHORD AT ALL HAND FRAMED AREAS TYP. <br />:32 <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />G.T. -,r= <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 />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE: 1 /2"= V-0" <br />USPLSTA18 <br />VERTICAL SCAB CENTERED @ <br />2 x 6 #2 SPF 48" O.C. SPLIT TO TIE <br />W/ (4) 10d TOP & I BEAMS TOGETHER <br />HIP <br />G.T <br />USP HD4101F BUCKrT <br />SEE ROOF PLAN Fl <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-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 @ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE: 1/2" = 1'4" <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 />KNEEWALL @ ENTRY FRONT WALL 6 <br />SCALE: 1/2" = 1'-0" <br />BOTTOM OR USP RT7 <br />OR HCLR/LL W/ 8 - 8d <br />IN PLACE OF (4) 10d <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />T1 <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO <br />REQ'D ONLY WHEN <br />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />2x4 #2 SYP NAILER. NAIL <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />TO STUDS w/3-16d @ <br />RAFTER <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />EA. STUD. TOENAIL EA. <br />ROOF AND EXTERIOR <br />OPTION A INDICATED ON BM. OPTION B CONNECTION INFO <br />OPTION C. <br />TRUSS TO NAILER w/3-10d <br />SHEATHING ATTACHED <br />SCHEDULE/PLAN <br />2x4 SPF 2 <br />PER NAILING SCHEDULE <br />(2) #7X 3-1/2" WOOD <br />SCREW EACH TRUSS <br />COMMON B M TO POST ATTACHMENT <br />A <br />SEE 2ND FLOOR WALL SECTION <br />OR USP RT7 @ 48" O.C. <br />. <br />FOR ADDITIONAL INFORMATION <br />SEE ROOF PLAN SCALE: 3/4"=1'-0" <br />BEVEL CUTS <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />� CENTER OF POST <br />(OPTIONAL) <br />A A <br />SEE PLAN FOR /D, <br />DIAGONAL � 2x8 #2 SPF RIDGE BEAM u <br />AT 8'-0" WOOD <br />MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • <br />THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY <br />COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 <br />COLUMN SIZE & <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING <br />(WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD <br />MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN <br />BEARING SUPPORT <br />INTO END OF EACH FLOOR FOR LOCATION AND DIRECTION (IF PARALLE <br />° TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING <br />EACH SIDE OF G.T. INSTALL A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) <br />PLAN FOR MORE INFO MASONRY WALL <br />DETAIL @ INTERIOR BEARING 3 � (TYPICAL) <br />SCALE: 1/2" = 1'-0" WOOD TRUSS COMMON B M . ATTACHMENT r18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = V-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1 /2"=V-0" <br />VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 BASE & SPT24 @ <br />ATTACHED PER ADDITIONAL VALLEYTRUSS @ TOP <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT <br />2x4 #2 SPF BRACING @ � EXTERIOR SHEATHING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d �" COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END <br />STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE (BETWEEN TRUSSES (2) <br />ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE 12d NAILS TO EACH <br />BOTTOM CHORD PLATE INFO. TRUSS <br />��< LOW ROOF/WALL VERTIVAL STUD) <br />SCHEDULE TRUSS SHEATHING ATTACHED <br />7 2x BASE PLATE W/ (2) 12d <br />/ PER NAILING SCHEDULE <br />VARIES SEE PLAN 2x4 BASE PLATE W/ USP MNAILS @ 16 O BLOCKING <br />NG / <br />OIL VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD <br />ROOF SLOPE USP LSTA30 OR „ <br />MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16 O.C. <br />WOOD WALL l GIRDER BELOW @ 16" EACH COMMON <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TYP TOP &BOTTOM <br />NAILS EACH SHEATHING ATTACHED <br />STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD <br />(3) 12d TOENAILS TO --- "" - a.. HTA16 @ 4'4" O.C. TO GABLE FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW — MASONRY WALL TRUSS BEAM BELOW: USP <br />ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN aa, TRUSS ' <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />e �� <br />SEE ROOF PLAN <br />PLAN FOR MORE 16" O.C. MAX. aQ FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END <br />SHEAR TRANSFER INFO. � SECTION @FLOOR MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1`-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />U f <br />z ( <br />o <br />O <br />_ <br />z° <br />z� <br />Q <br />OCL <br />O <br />fit,/ cn <br />+_j w <br />o <br />•U — <br />0 w <br />ctf <br />l <br />E <br />o <br />,^^ <br />F— <br />o <br />r- <br />mCN <br />U <br />w <br />(VM <br />C) co Cl) <br />— U <br />oilF— E <br />m -0 M <br />O O NO <br />_ (D <br />U� <br />wLL00 <br />oo <br />� Y <br />NQo <br />. O v- <br />Q m <br />o a o <br />A1 <br />N C B D C <br />If <br />*1 <br />11 <br />N m <br />co Lo <br />Lo <br />C_ <br />0 Q <br />O Z <br />v c <br />H <br />Zf <br /><•tfT'e® <br />M V" <br />R, 'O�� OFFS \C�, <br />El <br />To the best of the Engine�4"oy.�s ation, and <br />belief, the structural plans and se ica{ions 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 />0 <br />Z <br />� O <br />Q7 M O <br />i>—i <br />Q � o Ln <br />a .L <br />(Al <br />Ln <br />Q L_ LL- <br />0� U Q00 <br />Z 3i E <br />ra <br />W o <br />W J� <br />d- <br />oZ <br />�o <br />z a <br />�z080 <br />�wW z <br />U Z Q <br />z Z <br />O C W <br />J <br />d O Lo <br />0 <br />O�I�LO <br />W <br />10 W 0 <br />z <br />Z Z <br />>o <br />O <br />Qz <br />z <br />5 <br />z <br />� <br />C~j <br />V 3 <br />8 <br />� <br />N <br />C� <br />o <br />_> <br />06 <br />z <br />J <br />U <br />U0 <br />f <br />>� <br />Q LL <br />J <br />X O U <br />LLJ <br />�a�a <br />. <br />fV <br />A <br />0 <br />za�� <br />W z J <br />ZJ <br />o(oo <br />wj ZW LLoow <br />LL seQ <br />�L/ <br />d- <br />G <br />Q <br />Q <br />z <br />a <br />Z <br />Ce <br />a U-) <br />m <br />o <br />g <br />J 0 <br />`z <br />O <br />= <br />uj <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />D1 <br />7111-1- ,i ,li-6 -, .:.1, 1il-ALIIA.N&AM. U au ---- ., Iti Ii i T <br />FT F <br />i i r lam— 1 r— .A I � ,' <br />