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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 <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 BYTHETRUSS MANUFACTERALL 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 ALTERNATE <br />DIRECTION TYP. A <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 />WNK0 aval i I I <br />AiIIIIIIIIIIII Role] a 6*1 <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />—TRUSS OR <br />ROOF SYSTEM <br />SHEARTRANSFER <br />EXTERIOR. WALL �7 <br />SCALE: 3/4" = V-0" <br />CB <br />DB- <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) 1 Od X 1 1/2" EACH <br />TB <br />7 <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT 81-01' <br />MAX <br />WOOD <br />TRUSS <br />ROOF <br />SEE SHEATHING <br />PLAN <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />E — ""j <br />AN SHI <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 />TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />ACK <br />T/RUSSES <br />MAX 24" SPAN (EITHER HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />N��7c <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: 1/2"=11'4' <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W1 (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) 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 <br />SCALE: 1/2" V-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OIL VARIES <br />x <br />2X4 #2 SPF BRACING @ <br />16" O.C. W1 (4) 12d <br />—V <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 />VARIES SEE PLAN <br />FOR WALL LOCATION <br />MIN. 2X4 #2 SPF STUDS @ <br />16" O.C. W1 EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <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 />16" O.C. MAX. <br />INFO. <br />SECTION <br />@ ENTRY <br />SCALE: 3/4" = 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/(1 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 @ — — — — — — 7 USP HD4101F BUCKET OPTION. SEE L.SEE PLAN 1, <br />SPLITTOTIE SEE ROOF PLAN FOR PLAN I FOR CANT.1 <br />BEAMS TOGETHER MORE INFO <br />OR <br />SE <br />L <br />ATE <br />SEE FLOOR PLAN F <br />COLUMN SIZE& BA <br />—7116" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE INDICATED ON BM. <br />& ADDITIONAL INFO. L <br />L SCHEDULE/PLAN <br />7/16" OSB FLITCH PL <br />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 BM. TO POST ATTACHMENT <br />SEE ROOF PLAN 11=11-011 <br />FOR BEAM SIZE SCALE: 3/4 <br />CONNECTION IN& BM SPLICE OVER <br />FO. <br />CEN'TER 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_UF_jeA_M '�iV <br />7 <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />0 <br />SEE FOUNDATION <br />I ['­ <br />L-1 PLAN FOR MORE INFO <br />COMMON BM. ATTACHMEN <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 />— — — A <br />16" FLOOR SYSTEM <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r22`�� <br />SCALE: 3/4" = V-0" 77 <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTILOOKER <br />INFO. <br />GABLE <br />TRUSS <br />i rpm a W&TA colors, <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />"—MASONRY WALL BELOW: USP <br />44. HTA1 6 @ 4'-0" O.C. TO GABLE <br />MASONRY WALL TRUSS BEAM BELOW: USP <br />OR BEAM HTW20 @ 4'4' O.C. TO GABLE <br />SEE TRUSS PLAN TRUSS <br />. A COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <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 />U <br />FL <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL ENTRY FRONT WALL <br />SCALE: 1/2" V-0" <br />2X4 #2 SYP NAILER. NAIL <br />TO STUDS W13-16d @ <br />EA. STUD. TOENAIL EA. <br />TRUSS TO NAILER W13-1 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 />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 />-MASONRYWALL <br />(TYPICAL) <br />SECTION AT LOW ROOF <br />SCALE: 1/2" = V-0" <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(2) 2X4 CONT. TOP PLATE <br />SEE <br />HIGH PLAN <br />TRUSS USP SPH4 EACH STUD <br />/SEE PLAN <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 />=711111 SEE PLAN FOR <br />STUDS UNDER G.T.) TRUSS SHOP DRAWS <br />& CONNECTION <br />USP LSTA <br />SEE PLANs <br />18EACH LOW TRUSS <br />STUD <br />SEE P1 AN BRG. <br />FOR CONN. <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />SECTION AT DOUBLE BEARING /"13 <br />SCALE: 1/2" = V-0" k <br />0!�M <br />Z <br />0 0 <br />1"1 <br />—0 <br />z (0 <br />< <br />I <br />U) <br />V) CD <br />Q) — <br />C.0 <br />4—� Uj <br />M r-) <br />U <br />0 LU <br />l­ E <br />V) =:) <br />0 <br />to <br />(0 co <br />.20 <br />ju <br />a) co <br />LU <br />E <br />0 <br />0) co <br />C n <br />�2 10 <br />0 8c, <br />0 <br />J_ 00 <br />-5 co <br />a) <br />CL- 3 <br />0 <br />co i::1 <br />C:) <br />Lo 0 -'T <br />< 0 <br />0) <br />-'r a- <br />A < 6 <br />A <br />B <br />I <br />D. <br />.-C-11 D-C <br />tj <br />0 <br />SIZ <br />N.0 0, <br />Z-1 NVS <br />)U� <br />ur <br />F L <br />IL W_ ........ <br />E S S I <br />Q00 <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. 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