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CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" V-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ M IN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST IT LANDS NEXT TO <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 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. A <br />----z—WOOD TRUSS -/ <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 />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 />DB- <br />VVI Z-- I vu �w Lr-%%�j I I I VVL.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/ (114) 1 Od X 1 1/2" EACH <br />TB <br />i PRE-ENG. TRUSS <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 />SHEATHING <br />PLAN <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />`E "'u <br />AN SHI <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 />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 />K <br />HIP <br />G.T <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 1 Od 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--O"O.C. MAX. w/ (3) 1 Od <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. AT—/ CONC.MASONRY <br />/ /_ - <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A —A ALTERNATE BLOCKING <br />DETAIL @ 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 />OL VARIES <br />x <br />2x4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d <br />TOENAILS TO TOP <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />PLAN <br />OCATION <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 />L"""��MIN. <br />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 />SECTION <br />@ ENTRY <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2"=V-0" <br />(2) 2x8 #2 SYP W <br />7/16" O.S.B. FLIT, <br />PLATE TOP @ TF <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)-1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) USP HTA20's <br />w/(l 0)-1 Od x 1 1/2 EA. TO COL. <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />w/(l 3)-1 Od NAILS Ea TO COL. <br />TIE BEAM <br />BEAM RAISED ENTRY <br />MASONRY WALL r4 <br />SCALE: 1/2" V-0" <br />USP LSTA18 CANT.BEAM <br />CENTERED USP HD4101F BUCKET OPTION. SEE L.SEE PLAN L. <br />@ F -F FOR CANTI <br />SPLIT TO TIE SEE ROOF PLAN FOR PLAN <br />BEAMS TOGETHER MORE INFO <br />E FLOOR PLAN FOR <br />COLUMN SIZE& BA —7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO !!__� REQ'D ONLY WHEN <br />FOR COLUMN SIZE L -4 INDICATED ON BM. <br />& ADDITIONAL INFO. L L — — — SCHEDULE/PLAN <br />___ <br />--7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />REQ'D ONLY WHEN COLUMN SIZE& BASE <br />INDICATED ON BM. CONNECTION INFO <br />OPTION A. SCHEDULE/PLAN OPTION B. OPTION C_ <br />COMMON BIVI. TO POST ATTACHMENT <br />SEE ROOF PLAN SCALE: 3/411=j.-011 <br />FOR BEAM SIZE & <br />FO <br />BM SPLICE OVER <br />CONNECTION IN CEN'TER OF POST <br />�� <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 <br />A <br />SEE PLAN FOR <br />r§N <br />TOP OF B�EAM I�V <br />Igor! 011 <br />\—SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />SEE FOUNDATION <br />PLAN FOR MORE INFO <br />COMMON BIVI. ATTACHMENT( 18 <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 />r <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r2 2 <br />SCALE: 3/4" = V-0" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GABLE <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />8d NAILS AT <br />4" O.C. <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <br />'---MASONRY WALL BELOW: USP <br />HTAII 6 @ 4'-0" O.C. TO GABLE <br />MASONRYWALL <br />— A TRUSS BEAM BELOW: USP <br />OR BEAM HTW20 @ 4'-0" O.C. TO GABLE <br />LAN <br />SEE TRUSS P <br />TRUSS <br />\—COMMON TRUSS <br />SEE ROOF PLAN <br />_a FOR CONNECTION <br />SECTION AT HIP GABLE <br />SCALE: 3/4" = V-0" <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 />R GA <br />LAYO <br />BLE END <br />UT <br />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />P ILI <br />ATTACHED PER NAILING <br />SCHEDULE x SPF #2 <br />2 <br />AT 16" O.C. <br />A <br />I BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL ENTRY FRONT WALL <br />2x4 #2 SYP NAILER. NAIL - <br />TO STUDS w/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-1 Od <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 <br />SCALE: 1/2" V-0" <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />PER NAIL' NG SCH <br />(2) 2x4 CONT. TOP PLATE <br />SEE <br />PL <br />IT <br />PLAN <br />HI <br />GH <br />T U <br />US <br />S: <br />S USP SPH4 EACH STUD <br />TRUSS <br />I j /SEE PLAN 4) <br />HIGH TRUSS%� <br />BRG. <br />SEE PLAN <br />FOR CONN. <br />EXTERIOR/ROOF <br />SHEATHING ATTACHED <br />— - PER NAILING SCHEDULE <br />2x #2 SPF STUDS TO MATCH <br />SPACING BELOW (DOUBLE LOW ROOF TRUSS <br />STUDS UNDER G.T.) SEE PLAN FOR <br />TRUSS SHOP DRAWS <br />& CONNECTION <br />HIGH TRL <br />BRG ' <br />EXTERIOF <br />j <br />SHEATH I <br />PER NAILI <br />USP LSTA I <br />I 'SEE PLANs <br />18 EACH <br />STUD <br />LOW TRUSS <br />PI AN BRG. <br />FOR CONN, <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />SECTION AT DOUBLE BEARINGrl 3 <br />SCALE: 1/2" = V-0" <br />W <br />0 112 <br />< <br />Ln (D <br />C-f) <br />LU <br />0 <br />U — <br />0 <br />-a)- V) <br />=D <br />E <br />0 <br />W <br />0 <br />v) <br />U <br />.20 <br />00 r- <br />cli <br />0 Cl) <br />LU <br />E <br />8 <br />0 Cn <br />C W Cl) <br />2 -a- m <br />0, <br />ai <br />Q <br />w <br />.20 <br />mc U_ W <br />'5 - 00 <br />Cup <br />0 <br />0.0 <br />LO 0a:s <br />0 <br />A I <br />8 D. <br />k, <br />- <br />C14 <br />c" <br />41 c""s <br />zz <br />- -,-, !�N'�L <br />_j _j <br />d�- <br />Sz- <br />W Cc <br />PL <br />.<LL <br />U�o .-= <br />r. �. .2o" Q <br />21 50 'gt v <br />�F L <br />IL <br />SSI <br />(D <br />LU <br />x <br />nlwl`�oli <br />U co <br />0 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 />0! <br />C:) <br />C) <br />z r-4 <br />0 (v r-� <br />1­4 4.J C:) <br />in =3 <br />> Ln ro <br />z(4A <br />- M Ln <br />tn <br />0 <br />z <br />an) Ln <br />< " U <br />ce U <br />CL 00 <br />< - E <br />WUi <br />z <br />z <br />C:) <br />_j C:) <br />0 <br />ILI" ZO <br />LOU, <br />Uj Z <br />M Z z <br />cc <br />U 0 0 <br />9 Z z <br />0 <br />z �jz< U x <br />1­- Z z Z <br />2: <br />Z, <br />_j <br />�:,u Otn <br />D 3: U 0 <br />840 <br />Lu <br />z <br />1, 0 <br />LU z <br />LU <br />C:) <br />T__4 <br />r%, <br />Ln <br />r*4 <br />N <br />Ln <br />_j <br />< <br />.35 <br />< <br />z U 0 <br />LU 2 s g <br />0 <br />-0 <br />Z <br />C) <br />.0, <br />�_ V) M LL <br />10' 0=, z g <br />(, �_ <br />z <br />C:) W <br />0 rn <br />Z CY ": . <br />ZO <br />n-AZOOP <br />> <br />LLJ <br />f '**4 06 <br />0 x <br />22>90- <br />Lf) <br />C) co <br />LU 0 U_ z <br />< ct� LFU_ 20: 00 <br />=) -< <br />q <br />Ln z <br />=) � <br />0 (Yx U 0 <br />Ln Ln - z <br />z< <br />r_q <br />,zr <br />0 <br />-1 LU <br />i Uj <br />CD <br />U. <br />U_ <br />z <br />LU <br />> <br />0 <br />Z W <br />:5 <br />z <br />P-1 <br />_j <br />0- U) <br />SCALE: AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />100 <br />JOB NO: 16-6652 <br />SHEET NO. <br />D 1 <br />