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CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" = V-0" <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONV. FRAMED RIDGE <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 —� <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 BLOCKINGBETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE , - <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 />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" = 1'-0" <br />C�1=3 <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 />H_ I IT[ 14 <br />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 />WOOD <br />TRUSS <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 />OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />SSES <br />(2) 12D NAILS —} <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL 2 <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 @ INTERIOR BEARING 3 <br />SCALE: 1/2" = 70" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OL VARIES <br />ROOF SHEATHING <br />Y <br />ATTACHED PER <br />2X4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />MIN. (2) 2x4 <br />SPF TOP <br />FOR CONNECTION <br />INFORMATION. <br />BOTTOM CHORD <br />PLATE <br />VARIES 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 />OIL 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 />p <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY $ <br />SCALE: 3/4" = V-0" <br />USP LSTAI8 <br />CENTERED @ <br />SPLIT TO TI E <br />BEAMS TOGETHER <br />HIP <br />G.T <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT <br />PLATE TOP @ TI <br />BRIG. <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 r4 <br />SCALE: 1/2" = 1'-0" <br />USP HD4101F BUCKET CANT. BEAM OPTION. SEE SEE PLAN <br />SEE ROOF PLAN FOR I PLAN I FOR CANT. <br />MORE INFO—{ <br />I I I I I I I <br />I I <br />—SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 706" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE L — — — — 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 SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C. <br />COMMON BM. TO POST ATTACHMENT A <br />SEE ROOF PLAN <br />SCALE: 3/4 <br />FOR BEAM SIZE & "=1'-0" <br />CONNECTION INFO. BM. SPLICE OVER <br />CENTER OF POST <br />(2) HTW-20 STRAP <br />TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />2X4 STUDS W/ USP <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />CORNER <br />A A <br />SEE PLAN FOR <br />TOP OFEAM <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />SEE FOUNDATION <br />° PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=V-0" <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2X4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />—_ — --�_ <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = V-0" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GA <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />F- SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <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 ' TRUSS <br />COMMON TRUSS <br />°<. SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE �2 <br />SCALE: 3/4" = V-0" <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <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 />4 <br />n <br />L BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ENTRY FRONT WALL <br />2X4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <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 />SCALE: 1/2" = V-0" <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 2/D2 FOR BLOCKING <br />INFO) <br />-MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF g <br />SCALE: 1/2" <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE <br />(2) 2x4 CONT. TOP PLATE <br />PLAN <br />HIGH <br />TRUSS <br />USP SPH4 EACH STUD <br />SEE PLAN <br />HIGH TRUSS <br />BRG. <br />SEE PLAN <br />FOR CONN. <br />TOOF <br />ATTACHED <br />SCHEDULE <br />2x #2 SPF STUDS TO MATCH <br />SPACING BELOW (DOUBLELOW <br />V�TSEEPLA,No_ <br />ROOF TRUSS <br />STUDS UNDER G.T.) <br />SEE PLAN FOR <br />TRUSS SHOP DRAWS <br />& CONNECTION <br />USP LSTASTUDCH <br />LOW TRUS <br />SEE PLAN BRIG. <br />FOR CONN. <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />SECTION AT DOUBLE <br />BEARING �3 <br />SCALE: 1/2" - 1'-0" <br />Ul� <br />z M <br />0 <br />O <br />—o <br />CD <br />co z <br />O <br />O <br />Qw <br />� 0 <br />' <br />O LU L/) (D- <br />E <br />o <br />Nz MU <br />o 0 <br />COr` <br />U <br />LU <br />a)M <br />C co M <br />c6 'D Q <br />— U <br />O O 0 <br />s ai <br />ID <br />s li 00 <br />Y <br />CL o <br />U O -'r <br />Qrn <br />rnQo <br />A1 <br />NC.HDC <br />1 <br />0�®�da'+ ? Q V /� N <br />�y 'V! r V <br />� <br />al- <br />J <br />o <br />5', <br />NU0 <br />o <br />Wit <br />Ot-v <br />''� <br />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 />O <br />Z� <br />a) I� <br />4O <br />=s <br />M <br />Ln O <br />M <br />QU0�Ln <br />a. cn•L- <br />Q L_ U_ <br />C' <br />M <br />IIY U 0 00 <br />Q � � <br />� <br />Z � <br />WJ <br />C) <br />V_ <br />mi <br />oZ <br />wu- o <br />W zl-14d <br />W m C W Q <br />UoxZ0O <br />Oz}Oa <br />za<UQQ <br />=FEZ, <br />z <br />�aL�Q� <br />040 <br />)mo o <br />U=OSWN <br />�--I <br />�aOzLU OO <br />W <br />J <br />O <br />Ln <br />N <br />� <br />Q <br />J <br />J <br />W"0� <br />C <br />Q <br />ItLnY3 <br />Wz<0zo <br />OQ <br />u�zm2 <br />. <br />zO <br />W <br />OOWa; dZz <br />W <br />zOa <br />2o"�-a <br />Jzc, <br />J <br />N 06 <br />o8Lu <br />Ln <br />I <br />O W <br />LU W O W z< <br />W<WEo <br />QOo <br />�- <br />� z <br />o <br />`�aozZ <br />" <br />TI <br />a <br />LU <br />Q Q <br />O <br />O <br />W <br />LU <br />> <br />~ <br />Z W <br />� <br />_ <br />a U) <br />SCALE: AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />ino <br />JOB NO: 17-5178 <br />SHEET NO. <br />D1 <br />Ill"A: idly 141111..i. ii.'n A liJ ii.i I. <br />