Laserfiche WebLink
*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />AT 15'-0" O.C. MAX <br />BEARING LOCATION, THE <br />ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />SEE SHEATHING rk OF HIP/RIDGE, TYP.BETWEEN <br />PLAN TRUSSES W/ (2) 12D NAILS EACH <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />FOR <br />JACK TRUSS (AS <br />GABLE END SEE TRUSS <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />2X4 BLOCKING P' <br />CLIP EACH TRUSS <br />BETWEEN TRUSSES TRUSS <br />(2) 2x8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />(SEE ROOF PLAN <br />BLOCKING <br />'N <br />7/16" O.S.B. FLITCH <br />BUCKET TO COLUMN <br />FOR TYPE) <br />° <br />SECT. A -A <br />kA <br />PLATE TOP @ TRUSS <br />FRAME OUT TO <br />BRG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />(2)-2x4's OR 4x4 W/ (2)-10d <br />G.T. <br />NAILS @ 8" O.C. EACH PLY <br />SEE DETAIL 4/D1 <br />ADD 2X4 ALONGSIDE <br />(SHOWN AS 4 x 4) <br />FOR BEAM SIZE <br />° <br />° <br />TOP CHORD WHEN REQ'D <br />(2) USP HTA20's <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />TYPICAL BLOCK <br />w/(10)-10d x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />MAX 24" SPAN (EITHER USSES HIP <br />WALL <br />ALT: (2) USP MSTAM36 <br />k <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) G.T <br />STRAPS CENTERED <br />w/(13)-10d NAILS Ea TO COL. <br />1 <br />TIE BEAM <br />BUILDER FRAME <br />CONTINUOUS LATERAL BRACING- <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN- <br />AS REQUIRED <br />INSTALL BLKG. AT TRUSS WEBS <br />(2) 12D NAILS <br />FOR NAILING <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF OR SYP <br />BEAM @ RAISED ENTRY <br />w/ 2-16d @EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP.) 1 <br />HIP/RIDGE BLOCKING DETAIL 2 <br />MASONRY WALL <br />KNEEWALL @ ENTRY FRONT WALL r6 <br />4 <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2" = 1'-0" <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB <br />USP LSTA18 <br />CENTERED @ USP HD4101F BUCKET <br />ISEE PLANL. <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. <br />IT LANDS NEXT TO <br />SPLIT TO TIE SEE ROOF PLAN FOR <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />W/ (4) 10d TOP & <br />PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <br />BEAMS TOGETHER MORE INFO <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />W/ (14) - 10d X 1 1/2" EACH <br />SEE FLOOR PLAN FOR <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN CONNECTION INFO <br />LA <br />REQ'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />--I f, COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED BM. <br />2x4 #2 SYP NAILER. NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />RAFTER <br />&ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN L AN <br />TO STUDS w/3-16d @ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" k <br />REQ'D ONLY WHEN <br />INDICATED BM <br />OPTION A <br />COLUMN SIZE & BASE <br />OPTION B CONNECTION INFO <br />OPTION C <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />ROOF AND EXTERIOR <br />SHEATHING <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />S E/ON <br />ATTACHED <br />PER NAILING SCHEDULE <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB SCREW EACH TRUSS <br />COMMON BM. TO POST ATTACHMENT <br />A <br />SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />pg B <br />FOR BEAM SIZE & <br />SCALE: 3/4 „= -1-0 „ <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A A <br />2X4 BLOCKING <br />SEE PLAN FOR <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />TOP OF <br />M <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />in <br />DIRECTION TYP. A <br />- <br />— <br />11 <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18 <br />USP ST18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. 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 />COMMON TOENAILS TO RIDE BEAM <br />COLUMN SIZE & <br />TRUSS USP JUS26-2 <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING <br />2X4 CONT. AT CONC. MASONRY <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 E <br />T & B CHORD STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />BEARING SUPPORT <br />-- <br />-. <br />INTO END OF EACH FLOOR <br />FOR LOCATION AND <br />- <br />TRUSS, 24" O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />A ALTERNATE BLOCKING <br />EACH SIDE OF G.T. INSTALL <br />NAILS <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />-A <br />CORNER SEE <br />FOUNDATION <br />(4) EACH SIDE) <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />MASONRY WALL <br />(TYPICAL) <br />3 <br />�5" <br />SCALE: 1/2" = 1'-0" <br />COMMON B M . ATTACHMENT �18 <br />WOOD TRUSS <br />A 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 STANDARD HEEL HEIGHT <br />SCALE: 1 /2"= V-0" <br />VARIES _ <br />ROOF SHEATHING <br />ATTACHED PER <br />7V^ <br />SEE 1/S5 FOR <br />ADDITIONAL SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />2x STUDS @ 16" O.C. <br />W/ USP SPT22 @ <br />BASE & SPT24 @ TOP <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ ' <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />INFO. KER <br />INFO. 4" <br />O.C. INFO. <br />2x BLOCKING BETWEEN <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP- - SEE TRUSS PLAN <br />2x4 STUDS W/ USP i NAILING SCHEDULE <br />Z <br />12d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END <br />&TRUSS MIN. (2) 2x4 FOR CONNECTION <br />SPT22 @ BASE SEE Ir <br />BETWEEN TRUSSES (2) <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />NAILS <br />BOTTOM CHORD SPF TOP INFORMATION. <br />PLATE <br />J/S6 FOR MORE <br />INFO. <br />GABLE <br />LOW <br />' <br />VERTICAL STUD) <br />SCHEDULE <br />TRUSS <br />SHEATHING ATTACHED <br />THING TT <br />� <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />4L VARIES ROOF SW//PE <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />1/2 PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />11 <br />BELOW 16 O.C. <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />@ <br />WOOD WALL <br />OR TRUSS. 2X4 CONT. W/ (2) <br />i� <br />MIEN. 2x4 #2 SPF STUDS @ <br />z" GIRDER BELOW @ 16" <br />i _ � ITRUSS/ <br />O.C. <br />EACH COMMON%" <br />FRAMING <br />I <br />TYP TOP & BOTTOM <br />S� <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />16 O.C. W/ EXTERIOR <br />ti 1 SHEATHING ATTACHED <br />a <br />,-- <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: USP <br />(3) 12d TOENAILS TO <br />- <br />a <br />HTA16 @ 4'-0" O.C. TO GABLE <br />/ <br />PLYWOOD <br />TRUSS OROIL <br />ROOF SYSTEM <br />SEE PLAN FOR PLATE BELOW <br />TOP OF WALL <br />-- — <br />MASONRY WALL ;'e <br />OR BEAM <br />SEE TRUSS PLAN a ' <br />TRUSS BEAM BELOW: USP <br />HTW20 @ 4'-0" O.C. TO GABLE <br />TRUSS <br />FLOORING <br />MIN. 2X4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />o <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />SEE ROOF <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE p 16" O.C. MAX. <br />4 <br />FOR ONNELAN <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />'"F°� �� <br />SECTION @FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION ENTRY s <br />CONNECTION 22 <br />SECTION AT HIP GABLE 12 <br />SECTION BUMP OUT 39 <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />DETAILS & SECTIONS <br />U <br />z M4 <br />— o <br />� <br />Z <br />z <br />Q <br />a <br />Ln 0 <br />a) N <br />(DIM <br />w <br />0 <br />U — <br />O w <br />th c <br />E <br />o <br />M <br />�(A <br />O <br />U <br />w <br />m 04 <br />4)M <br />C) c+) <br />C M C)� <br />— 8 <br />WW ~ <br />� Cl) <br />O o0 <br />2 N <br />U <br />L U_ OD <br />(0 <br />(D <br />Y <br />Q O) <br />c. o <br />u) 0-1 <br />Q O <br />A' <br />B <br />N C H D C <br />V <br />0,��111tti1111f///�js���LO <br />(DOW9 N <br />6y r Num <br />o <br />� <br />IQ: <br />0,Sri <br />Wes$ �•• <br />Wo ' • <br />s �. <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 />z <br />0 n <br />> U O <br />M <br />< V) M U) <br />a Ln <br />LL <br />a ^ <br />Fa- <br />CCV ter'' <br />CL 00 <br />z <br />Q <br />z <br />z <br />W J C:) <br />tt <br />W� <br />= a <br />f � <br />._.8U <br />�w <br />o! <br />� 8 <br />oZ© <br />U) <br />=S <br />r <br />CN <br />O <br />a <br />f= <br />G <br />O <br />H <br />M <br />w <br />S <br />O <br />1 <br />W <br />OZ <br />o <br />� <br />W <br />��w� <br />fV <br />0 <br />a!� <br />Zo <br />a 3 <br />GC <br />Q <br />oW� <br />Z <br />W <br />N <br />In <br />a� <br /><�� <br />2: <br />W <br />Q <br />I� <br />Q <br />z <br /><LZ <br />to <br />z <br />az <br />0 <br />�o <br />g <br />= <br />a z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />D1 <br />