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CROSS BRACING DETAIL (TYP.). <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />MAY NAILED <br />MAY <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 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 />-----Z—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 />77 <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 />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 />TB <br />Z PRE-ENG. TRUSS <br />I <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <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 JACK <br />SIDE OR BOTH IF REQ'D) USSES GIP <br />(2) 12D NAILS AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: 1 /2"=V-0" <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. AT--/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL a@ 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 />USP LSTA18 <br />CENTERED @ <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <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 a@ RAISED ENTRY <br />2 MASONRY WALL 4 <br />SCALE: 1/2" = V-0" <br />USP HD4101F BUCK -- <br />SEE ROOF PLAN F, <br />MORE IN <br />L.SEE PLAN I. <br />FOR CANT. <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 SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT <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 />A F-l' A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />° PLAN FOR MORE INFO <br />5" <br />�X <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=V-0" <br />ju <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <br />OL VARIES <br />ROOF SHEATHING SEE 1/S5 FOR <br />ATTACHED PER ADDITIONAL SEE PLAN FOR <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER 4{d0 OILS AT INFO.VALLEY TRUSS <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER INFO. <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE <br />NAILS TO TRUSS F <br />SSPAF�TOP INFORMATION. NFOFOR MORE GABL <br />BOTTOM CHORD TRI1SS <br />OILVARIES 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 />; <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 />' <br />SECTION <br />@ ENTRY <br />s <br />SCALE: 3/4" = V-0" <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 @ FLOOR <br />CONNECTION r22N� <br />SCALE: 3/4" = V-0" <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MASONRY WALL BELOW: USP <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 aa. TRUSS <br />COMMON TRUSS <br />aa. 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 />L.�ht-�1�LT <br />2X4 #2 SYP NAILER. NAIL 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 6 <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 />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = V-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/--" Z- (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"=V-0" <br />DETAILS &SECTIONS <br />U �' <br />Z M <br />0 <br />—0 <br />Z m <br />Z <br />Q <br />J <br />co z <br />O <br />Cn <br />w <br />� o <br />Ow <br />� <br />V) e— <br />o <br />0 Cl) <br />m N <br />U <br />W <br />—S <br />0M c) <br />C f0 M <br />f` O M <br />O`oo <br />cn <br />U <br />L E: GO <br />M <br />N <br />T <br /><Co°� <br />w o- O <br />U.) O �P <br />rnQo <br />A I <br />N-C'B•DC <br />N <br />X11\`ee���tit�ttttruru<< <br />Coon) <br />n4•z.� <br />N <br />oc� <br />� o <br />t <br />L FA <br />p�bl <br />, <br />1114111111111% <br />El El <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 />1f <br />O <br />rMo <br />ON <br />Z <br />0) N <br />40 <br />U0 ­ <br />i>i U% O <br />M <br />� Ln <br />Q <br />� n <br />O <br />Q U_ <br />CL <br />�M <br />101� U aOC) <br />Q ..� <br />E <br />Z <br />J � <br />W <br />d' <br />J <br />SZ <br />�o <br />zaa <br />a <br />Wa�. <br />UZop <br />Z <br />0 W <br />.zio. <br />Wz <br />D.u-oa <br />8Wtj,-4 M-o <br />i <br />oW <br />zoZ <br />O <br />Q U <br />zZ <br />C <br />M <br />�3 <br />�o <br />� <br />2:z <br />U <br />a <br />O <br />= <br />fu <br />od <br />C <br />J <br />ul <br />o� <br />o <br />F? <br />o <br />J 4 <br />Q <br />� VVleQ <br />x O V <br />U 5 m a <br />N <br />L^JJ <br />oaoa <br />Z <br />lid <br />W 0 J <br />W Lu <br />Q15gWZ <br />W <br />-J <br />Ln <br />ri <br />w <br />S <br />�o2 <br />LL a <br />~o <br />LLI <br />Q <br />Z <br />Z <br />2ai- <br />M <br />L <br />QZ <br />1 <br />R Z <br />0 <br />QZ <br />J <br />Uj <br />= <br />a z <br />LU <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 />