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CROSS BRACING DETAIL (TYP.)r1vyl `-'v�`� "wvv��`u <br />SCALE: 1/2" = 1'-0" <br />TRUSS NOTES: <br />CONY. 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 w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 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. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATEA DIRECTION TYP. A <br />-- LWOOD 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 />WNW= `�• •' <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 />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 />TB <br />7 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 />WOOD <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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 />TRUSS <br />A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING PACK <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) USSES G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <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 />2X4SPF 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 />ic 2x8 #2 SPF RIDGE BEAM <br />2x6 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />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 a@ INTERIOR BEARING <br />SCALE: 1/2" = 1'-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />2x4 STUDS W/ USP <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <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 />F —� <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION a@ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = V-0" <br />(2) 2x8 #2 SYP W/ <br />7/16" O.S.B. FLITCH <br />PLATE TOP @ TRUSS <br />BRG. <br />TYPICAL BLOCK <br />WALL <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 />I1 <br />u_i <br />BUILDER FRAME <br />RADIUS <br />�J AS REQUIRED <br />2 KNEEWALL aC� ENTRY FRONT WALL <br />SCALE: 1/2" = V-0" <br />USP LSTA18 <br />USP HD4101F BUCKET <br />CENTERED @ <br />SEE ROOF PLAN FOR <br />—7 <br />SPLIT TO TIE <br />I <br />MORE INFO <br />BEAMS TOGETHER <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />7 <br />& ADDITIONAL INFO. <br />SEE FLOOR PLAN <br />SEE FLOOR PLAN FOR <br />FOR COLUMN SIZE L_ _ <br />_f <br />COLUMN SIZE & BASE <br />& ADDITIONAL INFO. <br />OPTIONCONNECTION <br />A <br />INFO <br />OPTION <br />B <br />7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BEAM <br />SCHEDULE/PLAN <br />COMMON <br />BM. <br />TO POST ATTACHMENT <br />A <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0" <br />7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />INDICATED ON BEAM <br />SCHEDULE/PLAN <br />FOR BEAM SIZE BM. SPLICE OVER <br />CONNECTION INFO. CENTER OF POST <br />A A <br />SEE PLAN FOR <br />TOP OF BEAM If — <br />SEE FLOOR PLAN FOR — <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />CORNER <br />SEE FOUNDATION <br />5„ PLAN FOR MORE INFO <br />COMMON BM. ATTACHMENT <br />SCALE: 3/4"=1'-0" <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)-1Old NAILS Ea TO COL. <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL r4 <br />SCALE: 1/2" = V-0" <br />2X4 #2 SYP NAILER. NAIL -- <br />TO STUDS w/3-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER w/3-10d <br />ip <br />MIDDLE <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />USP JU26 OR IF 2 PLY —� <br />TRUSS USP JUS26-2 <br />TRUSS TO LEDGER SEE FLOOR FRAMING PLAN AND <br />2x8 #2 SYP CANT, LEDGER w/ J/S6 FOR MORE INFO. VERIFY <br />(4) 16d NAILS @ EACH FLOOR WITH PLAN FOR LOCATION AND <br />TRUSS. MAX 24" O.C. (AT HIP DIRECTION (IF PARALLE SEE 2/D2 <br />JACK LOCATION INSTALL (5) FOR BLOCKING INFO) <br />NAILS EACH SIDE) MASONRY WALL <br />(TYPICAL) <br />SECTION AT LOW ROOF �� <br />SCALE: 1/2" = V-0" <br />8d NAILS @ 6" O.C. TO <br />BLOCKING BELOW <br />2x4 BLOCKING @ 48" <br />2 ROWS OF 8d <br />O.C. W/ (2) 16d <br />@ 6" O.C. FLOOR SHEATHING <br />TOENAILS EACH END <br />FLOOR TRUSS <br />FLOOR TRUSS W/ <br />USP H2.5A TO <br />BRG/S.W. BELOW <br />PLYWOOD SHEATHING <br />FROM BASE PLATE TO <br />TOP OF FLOOR TRUSS <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 SPF STUDS <br />SEE C/S3 FOR <br />@ 16" O.C. WALL <br />ADD'L INFO. <br />SET BACK 2" PER <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. `•' e ;� <br />INTERIOR SHEARWALL @ TRUSSES <br />6 STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = 1'-0" <br />USPLSTA30 <br />w/11-10d TO BEAM <br />& TO COLUMN <br />MSTAM36 W/ (13) - 10d NAILS <br />& (5) 1/4" X 21/4" TITEN <br />SCREWS EACH SIDE OF <br />EXTERIOR CORNER <br />(2) 2x8 #2 SYP BEAM <br />W/ 7/16" O.S.B. <br />FLITCH PLATE <br />BUILT-UP COLUMN MIN. <br />2-2x4 UNDER EA. END OF <br />BEAM. MIN. (2)-10d @ 8" <br />O.C. EACH PLY <br />2 X 4 P.T. PLATE <br />CMU BASE FILLED <br />W/ CONCRETE SEE <br />PLAN FOR SIZE <br />KNEEWALL @ENTRY FRONT WALL <br />(Corner shown. Interior Column similar) <br />4L3/4"T&G <br />PLYWOOD <br />SYSTEM 42 <br />(3) 2X4 SPF <br />#2 STUD <br />PACK <br />USP SPT4 <br />W/ (6)-10d <br />X 1 1/2" <br />SCALE: 3/4" = 1'-0" <br />10d NAILS @ 6" O.C. <br />16d TOE -NAILS <br />@ 4" O.C. <br />1/2" DRYWALL EA. FACE <br />ATTACHED W/ 5d COOLER <br />NAILS OR 1 1/2" TYPE <br />S OR W SCREWS @ 7" O.C. <br />2X4 SPF #2 STUDS <br />@ 16" O.C. U.N.O. <br />ON PLANS <br />SEE C/S3 FOR <br />MORE INFO. <br />PLATE " <br />INTERIOR GYPSUM <br />BOARD SHEARWALL 31 <br />SCALE: 3/4" = V-0" <br />C� <br />z co <br />0 <br />— o <br />z <br />z <br /><C <br />� <br />va <br />4—' Lu <br />OLLr <br />� <br />COO <br />o0 <br />�� <br />CO tli <br />V <br />LU <br />0M Cl) <br />C ra co <br />p <br />® 8 <br />2MN <br />O o0 <br />a; <br />a) <br />rU_at— <br />op <br />I, )' <br />Cc <br />) Y <br />ao <br />O <br />Y <br />Q Im <br />LO <br />0)Q O <br />A1 <br />N,C,B C <br />"taEait't <br />c��q�^ <br />N �'PdT <br />Cos-"", y <br />.� ' (;ram <br />F Jf� <br />rows'- <br />0��I <br />"CS. j <br />RLl <br />.� <br />IAA y� M <br />0 <br />a c� <br />WLL <br />i,bt r&:.ga6 <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. 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