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Fj <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 />rk OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�7A TRUSS <br />ES <br />HIP <br />G.T <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 />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 />(2) 12D NAILS —' _ AS REQUIRED <br />AT 12" O.C. MAX <br />BEAM q RAISED ENTRY <br />CROSS BRACING DETAIL (TYP.) HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL 0 ENTRY FRONT WALL s <br />SCALE: 1/2" = 1'-0" SCALE: 1/2"=1'. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY <br />B FRAMED RIDGE <br />MAY <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MBE NAILED <br />W/ MIN. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 12d WHEN <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS <br />NEXT COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSSS <br />—, <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'-02X4 BLOCKING" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE A. <br />- <br />DIRECTION TYP. —� <br />C <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 ITT * ITT 4 <br />TB <br />PRE-ENG. TRUSS <br />r <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <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 />USP HD4101F BUCK" <br />SEE ROOF PLAN FI <br />MORE IN <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 />SEE PLAN <br />FOR CANT. <br />— jjSEE 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 SCHEDULE/PLAN <br />INDICATED ON <br />BM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT A <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 />I SEE PLAN FOR /6, <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 />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD • <br />MAX TRUSS •fit •�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"O.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 />ADDITIONAL INFO. _Ly_TRUSS TO LEDGER SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD (4) #2 SYP CONT. LEDGER w/ <br />BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN <br />INTO END OF EACH FLOOR FOR LOCATION AND <br />DIRECTION (IF PARALLE <br />•° TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION EACHSIDE <br />EACH <br />INSTALL INFO) <br />(4) NAILS EACH SIDE) <br />PLAN FOR MORE INFO MASONRY WALL <br />DETAIL @ INTERIOR BEARING 3 (TYPICAL) <br />WOOD TRUSS J SCALE: 1/2" =1'4' COMMON B M . ATTACHMENTr18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF s <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />SCALE: 1/2" 1'-0" <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />= <br />SCALE: 1/2"=1'-0" <br />OIL VARIES 2x STUDS @ <br />ROOF SHEATHING SEE 1/S5 FOR W/ USP PT6O.C. <br />22@ <br />ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO, 2x BLOCKING BETWEEN <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. STUDS TO TRUSS W/ (2) <br />16" O.C. W/ (4) 12d COMMON TRUSSES. V ATTACHED PER 12d TOENAILS EACH END <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 ( BETWEEN TRUSSES (2) <br />STRUCTURAL SHEATHING () @ <br />ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABLE <br />SCHEDULE BOTTOM CHORD PLATE INFO. 12d NAILS STUD) <br />EACH <br />TRUSS LOW ROOF/WALL VERTIVAL STUD <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ VARIES SEE PLAN NAILS @ 16" O.C. ALONG W/ <br />2x4 BASE PLATE W/ <br />ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD USP MTW12 TO BLOCKING <br />MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. <br />WOOD WALL 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 axx <br />STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP <br />(3) 12d TOENAILS TO PLYWOOD <br />aa. HTA16 @ 4'-0" O.C. TO GABLE <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL TRUSS BEAM BELOW: USP FLOORING <br />ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'4" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN '.. TRUSS <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE o 16" O.C. MAX. ae FOR CO ION EXTENSION SEE TRUSS JUS24-2 EACH END <br />SHEAR TRANSFER '"F SECTION �a FLOOR MANUF. SPEC'SCONNECTIONS <br />FOR <br />TO G.T. <br />_NNEXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLEK_12_-�SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />CO <br />Z 0 <br />0 <br />—0 <br />Z �O <br />z� <br />Q <br />n- <br />co z <br />O <br />C <br />4--J L.0 <br />o <br />U — <br />w <br />0 <br />F- <br />0 <br />o 0 <br />V <br />CN <br />a co <br />uL <br />� E <br />�0 <br />(h <br />mvM <br />O`oo <br />L LL co <br />II U (D <br />of Y <br />050 Cc <br />32iZ, <br />0 <br />Q rn <br />Lo <br />m< 6 <br />`r N <br />W'o1�•%%N� <br />CR <br />Uj <br />N �V <br />ii <br />•dl� <br />9 _ <br />Z <br />C Q <br />C ' <br />Enw ^ <br />4.29 <br />�1� <br />To the best of the Engineer's vnM ge, 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. 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'• <br />WFrL <br />Woo 6 <br />-as <br />N <br />Q <br />g°doa <br />W 0 J <br />WIZ¢ <br />-z WE <br />Q~ <br />P <br />o <br />Z <br />Z <br />a LL <br />W <br />J <br />In <br />� <br />LL! <br />Q <br />W <br />z <br />QC: <br />8Z8 <br /><�o <br />�o <br />Q�Z <br />aLn <br />O <br />QZ <br />J <br />= <br />az <br />LU <br />rn <br />,—I <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO. 10 <br />SHEET NO. <br />D1 <br />