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CROSS BRACING DETAIL (TYP.) <br />SCALE: 1/2" V-0" <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />CONV. FRAMED RIDGE <br />MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />wl 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 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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. A <br />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 />AL--, VARIESW/ <br />ROOF SLOPE <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-10" <br />CB <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT Z-10" 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 />PRE-ENG. TRUSS <br />--/ / I <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />SEE ROOF <br />SHEATHING <br />PLAN <br />N I SHI <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 />TYP. <br />TRUSS <br />N <br />G.T. -iP <br />ADD 2X4 ALONGSIDE 7CF <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />MAX 24" SPAN (EITHER �ES HIP <br />SIDE OR BOTH IF REQ'D) 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'-0"0. C. MAX. W/ (3) 1 Od <br />COMMON TOENAILS TO RIDE BEAM <br />CONC.MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />09L VARIES <br />2x4 #2 SPF BRACING <br />16" 0. C. W/ (4) 12d <br />TOENAILS TO TOP <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />OIL SEE PL <br />AN FOF <br />TOP OF WALL <br />MASONRY WALL SEE <br />PLAN FOR MORE <br />INFO. <br />SCALE: 1/2" V-0" <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />33OMMON TRUSSES. <br />33EE TRUSS PLAN <br />-OR CONNECTION <br />NFORMATION. <br />ARIES SEE PLAN <br />�OR WALL LOCATION <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 />PLATE BELOW <br />MIN. 2X4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />@ 3" FROM EACH END & <br />16" O.C. MAX. <br />SECTION @ ENTRY � �8 <br />SCALE: 3/4" = V-0" <br />SCALE: 1/2"=V-0" <br />USP SPT24 TOP AND <br />BOT. W/ 12 1 Od NAILS <br />@ EACH STUD <br />MIN. 2 x 4 SPF <br />@ 16" O.C. <br />(2) USP LSTA30 W/ <br />(11) 1 Od TO PLATE & <br />(11)1 Od TO COLUMN <br />TOP OF <br />TRANS <br />SEE PI AN <br />TOP OF <br />WALL SEE <br />PLAN <br />IF REQ'D USP SPT22 W/ <br />(10) 1 Od NAILS @ BOT <br />AND SIMPSON SP2 W/ <br />12-10d NAILS @ SILL <br />MIN. 2x4 P.T. W/ 1/4"X3" <br />TAPCONS @ 6" O.C. IN <br />MASONRY OR 10d NAILS <br />@ 6" O.C. IN WOOD. <br />MIN. 2x4 #2 SYP BASE PLATE <br />W/ -11'ANCHOR BOLTS@ 16" <br />2 <br />O.C. & 3" FROM EACH END <br />(2) 2x BUCK ATTACHED <br />PER PLAN <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/(1 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" 1 -o,, <br />FOR WALL BETWEEN <br />ROOF SYSTEM M IN. (2) 2x4 <br />SPFTOP <br />PLATE <br />USP LSTA30 W/ (11) <br />1 Od TO PLATE & <br />(11)1 Od TO COLUMN <br />USP M34 W1 (12) 8d X 1 1/2 <br />NAILS @ TOP & BOTTOM <br />OF HEADER (REQ'D IF <br />OPENING LARGER THAN <br />4--10") <br />4x4 MIN. OR BUILT-UP <br />COLUMN EA. 2X4 NAILED <br />W/10d @ 8" O.C. <br />(2) USP MSTAM36 STRAPS CENTERED W/ <br />(13) 1 Od NAILS AND (8) 1/4 x 2 1/4 TAPCONS. <br />[NOTE- IF HEADER IS LESS THAN 8" ABOVE <br />MASONRY WALL CONTRACTOR TO INSTALL <br />MSTAM36 STRAPS TO HEADER & INDICATE <br />LSTA30 STRAPS CAN BE IGNORED] <br />P.T. SILL PLATE <br />DOUBLE 2X4 W/ USP <br />MP34 @ TOP & BOTTOM <br />USP MP34 W/ (12) 8dxl 1/2 <br />NAILS AS REQ'D <br />(REQ'D IF OPENING <br />LARGER THAN 4'-0") <br />'OPTIONAL FRAMING TO BE <br />MIN. 2x4 SPF UNLESS <br />OTHERWISE NOTED. SEE <br />ELEV. FOR TRANSOM <br />LOCATION <br />LINTELS AT ENTRY DOOR W/TRANSOM <br />- <br />1 <br />I <br />SCALE: 1/2" -01, <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 ---- <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL <br />ENTRY FRONT WALL - <br />SCALE: 1/2" V-0" <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE (2) 2x4 CONT. TOP PLATE <br />PER N *NG C H ED E <br />L' S U L <br />SEE (2) 2x, <br />IGH PLAN U P <br />U S <br />R USP SPH4 EACH STUD <br />S <br />SEE PLAN 4) <br />IGH TRUSS�� <br />PL H <br />BRG. <br />SEE PLAN <br />0 CO <br />FOR CONN. <br />2x #2 SPF STUDS TO MATCH <br />SPACING BELOW (DOUBLE <br />STUDS UNDER G.T.) <br />USP LSTA <br />18 EACH <br />STUD <br />2x #2 SPF STUDS <br />SEE PLAN FOR <br />MORE INFO <br />EXTERIOR/ROOF <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />LOW ROOF TRUSS <br />SEE PLAN FOR <br />TRUSS SHOP DRAWS <br />& CONNECTION <br />PLAN$ <br />LOW TRUSS <br />SEE BRG. <br />FOR CONN. <br />SECTION AT DOUBLE BEARING_ <br />SCALE: 1/2" = V-0'; <br />(D LO <br />Z co <br />M-M-ft-M& <br />kii <br />V) (D <br />Q) Cn <br />4--J LU <br />M Q <br />U <br />0 U-j <br />E <br />V) =3 <br />0 <br />2 co <br />L/) <br />20 <br />04 <br />C) <br />LU <br />E <br />00 <br />Q Cl) <br />M M <br />C W M <br />.0 "I <br />c,".. 04 <br />MIN 40) <br />000 <br />= M 00 <br />S -co <br />a) <br />(on .2 iz, <br />a8 <br />0 <br />-'.,d <br />0 <br />< <br />LO :S <br />8 D <br />N-C B D C <br />%It, ... fill <br />IV <br />LO <br />C0 <br />N', <br />N CD& --- <br />tD <br />116 4t,2 51\ -, b. <br />rrEj <br />.6a > <br />0 <br />0 <br />z 10 1 M,- 'n <br />"0 4:, <br />co <br />OXA�� I: <br />Uj <br />W <br />10 <br />M <br />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 />Z f-j <br />0 aj N <br />�--4 4-J C) <br />U0 — <br />:3 ;-0 <br />> (n M <br />1­4 <br />0 <br />41 <br />M Ln <br />N <br />(00 U-) <br />< LZ LL <br />a. 01-% <br />Z <br />, fy) <br />Q� U>- M j <br />C. 00 <br />E <br />C:) IT <br />WLU <br />-j CD <br />z <br />LU U- U0 <br />z I . <br />U-j z, 1z 2 aa� <br />l­- z "nu 0 0 <br />102 0z >z zo 12 <br />z <u < <br />F- Z <br />Z <br />q z a r a: Uj <br />�2 -5 E 001 <br />>M <br />=, 3: u <br />8 tnjn�;Wo <br />X: 0 Lu C, <br />l­- ce <br />0- 0 z @ <br />Uj z <br />Uj <br />Lr) <br />r114 <br />C1.4 <br />00-"N <br />Ln <br />W <br />1%.00 <br />LU 0 <br />'3� <br />< <br />ZO <br />0 <br />< <br />00 <br />ru- �Uo` <br />Tj� <br />-0 <br />(0 <br />Z <br />z <br />LJJ <br />Ll'z'�,i <br />z <br />0 8y =z, <br />ul UJ a 0 0 <br />z <br />10 <br />u P <br />> <br />Uj <br />r*..j 0,5 <br />2 20 8 <br />I <br />C) U) <br />W LU 0 U- z <0 <br />1<11� Q<� �� 6 2 <br />M <,� <br />Lr)z <br />=) 0 <br />0 Cyx u- <br />V) U, 6 z <br />0 <br />Nr <br />0 <br />-1 0� LU <br />0. <br />C:) <br />U. <br />LL <br />Z <br />- - o <br />LU <br />> <br />0 <br />z LLJ <br />:5 <br />z <br />ll�-4 <br />_j <br />W <br />SCALE: AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5s 11 <br />JOB NO: 16-6654 <br />SHEE7 NO. <br />D 1 <br />