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*DIAGONAL SPACED <br />NOTE: PENDING BEAM <br />ATJ V_OH O.C. MAX <br />BEARING LOCATION, THE <br />,E ROOF <br />SEE SHEATHING <br />N SHI <br />PLAN <br />PROVIDE 2X4 MIN. BLOCKING AT <br />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />BEAM CAN SIT ON TOP OF <br />COLUMN W/ (2) HTW20 <br />STRAPS <br />JACK TRUSS (AS SHOWN) <br />OR GABLE END SEE TRUSS <br />O'� <br />END TO TRUSS TOP CHORD <br />LAYOUT <br />0 <br />2X4 BLOCKING .6 <br />TYP. <br />,--CLIP EACH TRUSS <br />BETWEEN TRUSSES <br />TRUSS <br />(2) 2x8 #2 SYP W/ <br />USP JUS46 OR JUS461F <br />(SEE ROOF PLAN <br />BLOCKING <br />'\XA <br />A <br />7/16" O.S.B. FLITCH <br />BUCKET TO COLUMN <br />FOR TYPE) <br />SECT, A -A <br />PLATE TOP @ TRUSS <br />USS <br />FRAME OUT TO <br />BRIG. <br />SUPPORT COLUMN BUILT-UP <br />BLOCK EDGE <br />(2)-2x4's OR 4x4 W/ (2)-1 Od <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 />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 <br />JACK <br />TYPICAL BLOCK <br />w/(l 0)- 1 Od x 1 1/2 EA. TO COL. <br />SCHEDULE <br />2x SPF #2 <br />MAX 24- SPAN (EITHER <br />HIP <br />�RUSSESo HIP <br />WALL <br />ALT: (2) USP MSTAM36 <br />STRAPS CENTERED <br />AT 16" O.C. <br />SIDE OR BOTH IF REQ'D) <br />.T <br />01 G.T <br />w/(13)-10d NAILS Ea TO COL. <br />TIE BEAM <br />------BUILDER FRAME <br />CONTINUOUS LATERA7LBRACING- <br />RADIUS <br />NAIL OVER X-BRACE AS SHOWN?- <br />AS REQUIRED <br />JSS W S <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 <br />ENTRY <br />w/ 2-16d @ EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP.),( �j <br />HIP/RIDGE BLOCKING DETAIL r2 <br />MASONRY WALL r4 <br />KNEEWALL ENTRY FRONT WALL <br />SCALE: 1/2"= 1'-011 <br />SCALE: 1/2"=V-0" <br />SCALE: 1/2"= V-0" <br />SCALE: 1/2"= l'-O" <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2002 <br />CONV. 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 @ <br />USP HD4101F BUCKET <br />kSEE PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. <br />SPLIT TO TIE <br />SEE ROOF PLAN FOR <br />FOR CANT <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO W/ (4) 1 Od TOP & <br />BEAMS TOGETHER <br />MORE INFO—::_-. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 <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 />F <br />SEE FLOOR PLAN FOR <br />TL <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />11 <br />- <br />COLUMN SIZE& BASE <br />OSB FLITCH PLATE <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN <br />CONNECTION INFO <br />REO'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />--COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />2X4 #2 SYP NAILER. NAIL <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 />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16"OSB FLITCH PLATE <br />L <br />SEE FLOOR PLAN FORJ <br />SCHEDULE(PLAN <br />TO STUDS W/3-16d @ <br />RAFTER <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-01, <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />OPTION A <br />COLUMN SIZE. E <br />BASE <br />CONNECTION INFO _ <br />OPTION B <br />OPTION C <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER W/3-10d <br />ROOF AND EXTERIOR <br />, <br />SCHEDULE/PLAN <br />SHEATHING ATTACHED <br />O.C. MAXIMUM. <br />---2x4 SPF 2 <br />PER NAILING SCHEDULE <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED <br />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 KAN� <br />SEE 2ND FLOOR WALL SECTION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />OR USP RT7 @ 48- O.C. <br />FOR ADDITIONAL INFORMATION <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />B <br />SEE ROOF PLAN <br />SCALE: 3/4"=11_091 <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB-,� B-\ <br />FOR BEAM SIZE & <br />BM SPLICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />0 <br />�� <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE-ENG. TRUSS (OPTIONAL) <br />A A <br />2X4 BLOCKING <br />T <br />SEE PLAN FOR <br />--------- <br />2X4 DIAGONAL AT V-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />TOP OF <br />13 Eg�M �V <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />DIAGONAL—, 2x8 #2 SPF RIDGE BEAM <br />511 <br />AT 8'-0" X -41__�-WOOD <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />USP ST18--/ <br />USP T18 <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />TYP. U.N.O. <br />SEE PLAN FOR TYP. U.N.O. <br />THAN 4FT @ Z-0-O.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 <br />SIZE & <br />TRUSS USP JUS26-2 <br />ADDITIONAL INFO. <br />TRUSS TO LEDGER <br />SEE FLOOR FRAMING <br />2X4 CONT. CONC.MASONRY <br />(WOOD COLUMN SHOWN) <br />2X8 #2 SYP CONT. LEDGER w/ <br />PLAN AND J/S6 FOR MORE <br />T & B CHORD STEEL OR WOOD <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />BEARING SUPPORT <br />INTO END OF EACH FLOOR <br />FOR LOCATION AND <br />-0 <br />TRUSS, 24- O.C. MAX. (AT <br />DIRECTION (IF PARALLE <br />A —A ALTERNATE BLOCKING <br />CORNER <br />EACH SIDE OF G.T. INSTALL <br />NAILS SIDE) <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />SEE <br />FOUNDATION <br />(4) EACH <br />DETAIL @ INTERIOR BEARING K3 <br />PLAN FOR MORE INFO <br />5H <br />MASONRY WALL <br />(TYPICAL) <br />/7/ <br />----------ZWOOD <br />SCALE: 1/2"= V-0" <br />COMMON BM. ATTACHMENT <br />TRUSS -/ <br />PROVIDE <br />BLOCKING AT ALL TRUSS BEARING <br />SCALE: 3/4"=V-0" <br />SECTION AT LOW ROOF <br />SUPPORT <br />WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2" V-0" <br />SCALE: 1/2"=V-0" <br />VARIES ------- <br />2x STUDS @ 16" O.C. <br />T ROOF SHEATHING <br />SEE 1/S5 FOR - <br />SEE PLAN FOR <br />W/ USP SPT22 @ <br />ATTACHED PER <br />ADDITIONAL 8d <br />NAILS AT VALLEY TRUSS <br />BASE & SPT24 @ TOP <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />EXTERIOR SHEATHING <br />OUTLOOKER 4" <br />INFO. <br />O.C. INFO. <br />2x BLOCKING BETWEEN <br />16- O.C. W/ (4) 12d COMMON TRUSSES. <br />ATTACHED PER <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />12d TOENAILS EACH END <br />PLATE & (2) 12d END —MIN. (2) 2x4 FOR CONNECTION <br />SPT22 @ BASE SEE <br />(BETWEEN TRUSSES (2) <br />—STRUCTURAL SHEATHING <br />NAILS TO TRUSS SPFTOP INFORMATION. <br />J/S6 FOR MORE <br />GABL <br />12d NAILS TO EACH <br />ATTACHED PER NAILING <br />BOTTOM CHORD PLATE <br />INFO. <br />TRUSS <br />LOW ROOF/WAL <br />VERTIVAL STUD) <br />SCHEDULE <br />SHEATHING ATTACHE <br />:X <br />0� <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />A-\ VARIES W/ <br />OLVARIES SEE PLAN <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16- O.C. ALONG W/ <br />USP MTW12 TO BLOCKING <br />\47 ROOF SLOPE <br />x <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />(2) 16d NAILS TO <br />BELOW @ 16" O.C. <br />WOOD WALL-\ <br />-- ----- GIRDER BELOW @ 16" <br />M <br />EACH COMMON <br />TRUSS/ FRAMING <br />OR TRUSS. '--2X4 CONT. W/ (2) <br />MIN. 2X4 #2 SPF STUDS @ <br />O.C. <br />I <br />TYP TOP & BOT70M <br />SEE PLAN 16d COMMONS <br />16"O.C. W/ EXTERIOR <br />---------------------- <br />NAILS EACH <br />SHEATHING ATTACHED <br />z <br />x <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />\— MASONRY WALL BELOW: USP <br />S <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />:: �.' <br />HTA16 @ 4'-0" O.C. TO GABLE <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL <br />A <br />TRUSS BEAM BELOW: USP <br />ROOF SYSTEM <br />TOP OF WALL <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLE <br />MIN. 2X4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN <br />TRUSS <br />4 W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />COMMON TRUSS <br />LOW ROOF TRUSE A)' <br />Z(2) 2X6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />DIRECTION <br />CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />SECTION <br />@ FLOOR <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />- <br />SECTION ENTRYK�8� <br />CONNECTION K22 <br />SECTION AT HIP GABLE <br />SECTION v BUMP <br />OUTK"N� <br />qoco` <br />39 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4"= V-0" <br />SCALE: 3/4"= V-0" <br />SCALE: 3/4"= l'-O" <br />SCALE: 3/4"=V-0" <br />DETAILS <br />& SECTIONS <br />L0 <br />G <br />z <br />z <br />z <br />Ln (D <br />4_j <br />r r) <br />V) <br />M <br />0 <br />rA <br />ce) <br />tM ce) <br />0 <br />E <br />8 <br />C"4 <br />C <br />U. 00 <br />-00 <br />0 <br />CL C) <br />< 0 <br />V) <br />L0 0 v <br />0 C5 <br />8 D. <br />N.C.B-D C <br />1, <br />0 <br />ce. LL <br />OQ <br />J)L (-M <br />C I <br />To the best oft0if 't 't#W`e,,infor::tion, and <br />r <br />belief, the stru sp.,fi.t ons tined <br />.tu,., <br />within these drawings comply with the Florida Building <br />Code Sth 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 />Z <br />0 v <br />4-J C) <br />15 %D <br />> C:) <br />U.) 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