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*DIAGONAL SPACED <br />AT 15'-0" O.C. MAX <br />SEE ROOF <br />{ PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />BLOCKING SECT. A -A <br />° <br />° <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 />CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />CROSS BRACING DETAIL (TYP.)r1 <br />SCALE: 1/2" = 1'-0" <br />PROVIDE 2X4 MIN. BLOCKING AT <br />CL 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 />�U (2) 12D NAILS —� <br />AT 12" O.C. MAX <br />X-BRACING - 2x4 SPF OR SYP <br />w/ 2-16d @ EACH TRUSS WEB <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE: 1 /2"=1'-0" <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 44 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 1 112 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 />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 />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />L <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL <br />ENTRY FRONT WALL s <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. <br />USP LSTA18 _ <br />— <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />VERTICAL SCAB <br />w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. <br />CENTERED @ <br />SPLIT TO TIE <br />USP HD4101F BUCKET <br />SEE ROOF PLAN FOR <br />— — <br />I <br />SEE PLAN <br />FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO W/ (4) 10d TOP & <br />BEAMS TOGETHER <br />MORE INFO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS 2x8 BILKING. NAILED @EACH BOTTOM OR USP RT7 <br />�— <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) 10d77( <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 />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />CONNECTION INFO <br />ONLY WHEN <br />INDICATED ON BM. <br />INDICATED <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />COLLAR TIE <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />SCHEDULE/PLAN <br />2x4 #2 SYP NAILER. NAIL <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />7/1s" OSB FLITCH PLATE SEE FLOOR PLAN FOR <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'-01, <br />OPTION <br />REC IV ONLY WHEN COLUMN SIZE & BASE <br />INDICATED <br />CATEON BM OPTION B CONNECTION INFO <br />A I <br />OPTION C. <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />ROOF AND EXTERIOR <br />O.C. MAXIMUM. <br />2x4 SPF 2 <br />S E/ <br />SHEATHING ATTACHED <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D <br />(2) #7X 3-1/2" WOOD <br />PER NAILING SCHEDULE <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB <br />SCREW EACH TRUSS <br />COMMON B M . TO POST ATTACHMENTrA <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 />TB <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />pB <br />B <br />FOR BEAM SIZE & 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 <br />A <br />2X4 BLOCKING <br />1 <br />11 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 />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TAM <br />DIRECTION TYP. <br />A <br />DIAGONAL <br />2x8 #2 SPF RIDGE BEAM <br />. <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS �C <br />�C 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 <br />CONC. MASONRY <br />(WOOD COLUMN SHOWN)PLAN <br />2X8 #2 SYP CONT. LEDGER w/ <br />AND J/S6 FOR MORE <br />T & B CHORD <br />STEEL OR WOOD <br />BEARING <br />MIDDLE <br />(4) 16d NAILS ATTACH NAILS <br />INFO. VERIFY WITH PLAN <br />SUPPORT <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 —A ALTERNATE BLOCKING <br />CORNER <br />EACH SIDE OF G.T. STALL <br />SEE 2/D2 FOR BLOCKING <br />INFO) <br />SEE FOUNDATION <br />(4) NAILS EACH SIDE) <br />DETAIL @ INTERIOR BEARING <br />5" <br />PLAN FOR MORE INFO <br />WALL <br />(MASONRY TYPICAL) <br />3 <br />SCALE: 1/2"=V-0" <br />COMMON BM. ATTACHMENT g <br />J <br />WOOD TRUSS <br />pt 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. <br />WOOD <br />TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: 1/2" = 1'-0" 111'j <br />SCALE: 1 /2"=V-0" <br />OIL VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />W/ USP SPT22 @ <br />ATTACHED PER <br />ADDITIONAL <br />AT <br />TRUSS <br />BASE & SPT24 @ TOP <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />EXTERIOR SHEATHING <br />OUTLOOKER 4" O.C. <br />INFO. <br />INFO.VALLEY <br />2x BLOCKING BETWEEN <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />r <br />STUDS TO TRUSS W/ (2) <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS W/ USP <br />NAILING SCHEDULE <br />I <br />12d TOENAILS EACH END <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END <br />MIN. (2) 2x4 <br />FOR CONNECTION <br />SPT22 @ BASE SEE <br />( BETWEEN TRUSSES (2) <br />ATTACHED PER NAILING <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />SPF TOP <br />PLATE <br />INFORMATION. <br />J/S6 FOR MORE <br />INFO. <br />GABL <br />LOW ALL <br />12d NAILS TO EACH <br />VERTIVAL STUD) <br />SCHEDULE <br />TRUSS <br />SHEATHING <br />THINGROOFIATTACHE <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />if <br />VARIES W/ <br />VARIES 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 />ROOF SLOPE <br />USP LSTA30 OR <br />r <br />MTW12 TO FLOOR <br />(2)16d NAILS TO <br />BELOW @ 16" O.C. <br />WOOD WALL <br />------ <br />GIRDER BELOW @ 16° <br />EACH COMMON <br />OR TRUSS. <br />2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />O'C' <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />SEE PLAN <br />16d COMMONS <br />16" O.C. W/ EXTERIOR <br />NAILS EACH <br />SHEATHING ATTACHED <br />a <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />--MASONRY WALL BELOW: USP <br />PLYWOOD <br />TRUSS OR <br />SEE PLAN FOR <br />(3) 12d TOENAILS TO <br />PLATE BELOW <br />MASONRY WALL <br />°a. <br />A <br />HTA16 @ 4'-0" O.C. TO GABLE <br />TRUSS BEAM BELOW: USP <br />FLOORING <br />ROOF SYSTEM <br />TOP OF WALL <br />:� <br />OR BEAM <br />HTW20 @ 4'-0" O.C. TO GABLE <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />44. <br />TRUSS <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />A <br />COMMON TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ W FROM EACH END & <br />DIRECTION CONNECTION <br />SEE ROOF PLAN <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL W/ USP SEE PLAN <br />PLAN FOR MORE <br />o <br />16" O.C. MAX. <br />d' <br />FOR CONNECTION <br />EXTENSION SEE TRUSS <br />JUS24-2 EACH END <br />SHEAR TRANSFER <br />INFO. <br />SECTION <br />@FLOOR <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION ENTRYrgN <br />CONNECTION 22 <br />SECTION AT HIP GABLE2 <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = V-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 />0 <br />(D LO <br />ce) <br />Z-9 <br />o <br />_ <br />Z C° <br />z <br />Q <br />J <br />a. <br />cn <br />w <br />Q <br />w <br />'E <br />o <br />co� <br />o <br />Ln <br />o <br />U <br />m <br />0M <br />LU <br />O <br />— U <br />m M <br />N 0 co <br />O ONO <br />= al <br />UQ <br />�u.00 <br />0)ao <br />C .Y <br />Q rn <br />u7 O cj <br />rnQ o <br />tY <br />B ®® <br />CBD�C <br />�` <br />,, ot <br />••••Ch <br />[�1 a�.••� <br />�q <br />(cl), <br />N <br />E: <br />C 4� <br />L .� <br />¢ CL <br />t- <br />\ <br />Wo <br />❑❑ ❑ <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 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 />1f <br />O <br />O <br />Z N <br />0 a-3 I� <br />>+ tl1 M 0 <br />M <br />IN <br />Ln <br />in 'L <br />♦2 <br />in <br />Q L <br />fl- <br />, M <br />QC U 00 <br />Q <br />Z <br />J <br />W <br />'d- <br />oZ <br />Z Qa <br />r <br />�=oo <br />pw <br />w <br />of <br />LL N <br />U) <br />° <br />8Wz <br />Z <br />0 <br />Zz <br />r¢o <br />Z <br />O <br />z <br />O� <br />U <br />Ifo <br />LU <br />U) <br />F- <br />S <br />0 <br />? <br />rl <br />06 <br />CJ) <br />W <br />w <br />O <br />O Z <br />3G <br />Uj <br />N <br />0�o� <br />Q <br />$0;$ <br />z <br />N <br />N <br />Q� <br />a "2 <br />;2Z <br />T„I <br />w <br />< z <br />zo <br />Imo. <br />z <br />Z <br />Z <br />moo' ¢ <br />0 <br />_ <br />¢ z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />D1 <br />