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I Aj- <br />*DIAGONAL SPACED <br />AT 16-0" O.C. MAX <br />-------------------------- <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.) <br />SCALE: 1/2"= V-0" <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSVTPl-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 BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-01, <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. <br />-----/-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 />A-\ VARIES W/ <br />9V 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 />LL <br />EXTERIOR. WA <br />SCALE: 3/4" = V-0" <br />CB <br />BLOCKING <br />X-BRACING - 2x4 SPF OR SYP <br />W/ 2-16d @ EACH TRUSS WEB <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) - I Od X 1 1/2" EACH <br />TB <br />7 PRE-ENG. TRUSS z <br />i --t <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />TRUSS <br />e,,,-ROOF <br />SEE <br />P LA N SHEATHING <br />A <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 />G.T. <br />ADD 2X4 ALONGSIDE <br />'D <br />TOP CHORD WHEN REQ <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING ACK <br />MAX 24" SPAN (EITHER 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 />SCALE: 1/2"=V-0" <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 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT @ 2'-0"0. C. MAX. W/ (3) 1 Od <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 />3 <br />2 <br />USP SPT24 TOP AND <br />BOT. W/ 12 10d 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 />(1 1)10d TO COLUMN <br />TOP OF <br />TRANSOM <br />SEE PLAN <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 />M IN. 2X4 P.T. W/ %"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/ �'ANCHOR BOLTS @ 16" <br />O.C. & 3" FROM EACH END <br />2 2 <br />BUCK ATTACHED <br />2 ROWS 8d @ 6" O.C. _\ <br />NOTE THE SHEAR WALL FRAMING DOES NOT EXTEND <br />8d NAILS @ 6" O.C. <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />LE <br />TO BLOCKING <br />(2) 12d NAILS TO <br />x ROOF OR FLOOR <br />R 0 0 I <br />BLOCKING EACH <br />E' <br />SHEATHING <br />S H <br />END <br />2X4 BLOCKING AT <br />Syl <br />(2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />JZ(2) <br />JOINT Ai C. <br />__4E'O <br />MAX <br />LSTA 30 EACH SIDE <br />TRUSSES <br />@ E <br />@ EACH END OF <br />WALL <br />WALL <br />2 P TUD <br />@ 16" O.C. WA L SEE C/S3 FOR <br />SET BACK 2" PER <br />ADD'L INFO. <br />DETAIL C/S3 <br />EE PLAN FOR DIM. <br />_A <br />SEE FND. PLAN <br />FOR FOOTING <br />LAN <br />4G <br />"Ik <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />WALL TO TRUSS <br />STEP-DOWN, <br />SCALE: 1/2"= V-0" <br />FOR WALL BETWEEN <br />ROOF SYSTEM MIN. (2) 2X4 <br />SPFTOP <br />PLATE <br />U SP LSTA30 W1 (11) <br />1 Od TO PLATE & <br />(11)1 Od TO COLUMN <br />USP M34 W/ (12) 8d X 1 112 <br />NAILS @ TOP & BOTTOM <br />OF HEADER (REQ'D IF <br />OPENING LARGER THAN <br />4--0") <br />4X4 MIN. OR BUILT-UP <br />COLUMN EA. 2X4 NAILED <br />W/10d @ 8" O.C. <br />(2) USP MSTAM36 STRAPS <br />CENTERED W/ (13) 1 Od <br />NAILS AND (8) 1/4 x 2 1/4 <br />TAPCONS. <br />DOUBLE 2X4 W1 USP <br />MP34 @ TOP & BOTTOM <br />USP M P34 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 />PER PLAN <br />LINTELS AT ENTRY DOOR w/TRANSOM <br />(2) 2X4 SPF (2) U SP LSTA30 W/ (11) 1 Od <br />TOP PLATE TO TOP PLATE & (11) 10d <br />7�7 TO STUD <br />EXTERIOR SHEATHING <br />I - <br />ATTACHED PER <br />GIRDER OR BEAM <br />2X4 STUDS W/ USP NAILING SCHEDULE SEE FL. PLAN FOR <br />SPT22 @ BASE SEE <br />GIRDER SPEC. <br />J/S6 FOR MORE 0 <br />INFO. <br />0 <br />BUILT-UP COLUMN <br />WITH 4X4 OR (2)2x4 <br />//-2x4 BASE PLATE W/ <br />OVER /UNDER GIRDER. <br />USP LSTA30 OR (4)16dEA.SIDE- NAIL W/1 Od @ 8" O.C. <br />MTW12 TO FLOOR <br />OF THE BEAM EA. TO THE OTHER. <br />GIRDER BELOW @ 16" <br />- - - O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION <br />r2 2 <br />SCALE: 3/4" = V-0" <br />SOLID BLOCKING <br />,,,,,—PROVIDE <br />@ FLOOR TRUSS & MSTAM36 <br />STUD PACK TO MASONRY <br />ANCHOR W/ 5" MIN. <br />___�_EPDXY <br />EMBED. INSTALL PER MFG. <br />SPECS. <br />P.T. #2 S.Y.P. 2X4 <br />FRAME WALL <br />BASE PLATE <br />GIRDER/BEAM CONN. <br />K34� <br />ALLOWABLE UPLIFT 2510# <br />SCALE: 1/2"= V-0" <br />SEE PLAN FOR ROOF <br />CONFIGURATION <br />ri <br />2X4 P.T. CONT W/ 12d <br />NAILS @ 8" O.C. TO <br />2X4 PLATES. <br />4" BUILD <br />-CMU WALL OUT <br />SECTION B-B <br />L <br />PLYWOOD SHEATHING -2X4 P.T. CONT @ <br />ATTACHED PER NAILING B 16" O.C. W/ 1/4" <br />SCHEDULE TAPCONS @ 16" O.C. <br />PLAN VIEW OF 4" BUILD OUT 32 <br />SCALE: 1/2" = V-0" <br />2x4 #2 SPF KNEEWALL <br />W/ STLIDS@ 16" O.C. W/ <br />STRUCTURAL SHEATHING <br />ON BOTH SIDE FROM TOP <br />OF WALL TO BOTTOM OF <br />BEAM, ATTACHED PER <br />NAILING SCHEDULE. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />FRAME OUT TO <br />BLOCK EDGE <br />(2) 2X8 #2 SYP W/ Y16" <br />O.S.B. FLITCH PLATE <br />j SEE PLAN FOR BEAM <br />BRG. INFO. <br />BUILDER FRAME <br />RADIUS AS REQUIRED <br />2x BUILD -OUT BEYOND <br />NEEWALL ENTRY FRONT WALL <br />64 4 <br />-011 <br />SCALE: 3/4 <br />USP LSTA30 <br />W/1 1 -1 Od TO BEAM <br />& TO COLUMN <br />MSTAM36 W/ (13) - 1 Od NAILS <br />& (5) 1/4" X 2 1/4" 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/CONCRETESEE <br />PLAN FOR SIZE <br />KNEEWALL @ ENTRY FRONT WALL <br />(Corner shown. Interior Column similar) <br />ROOFTRUSS <br />SEE TRUSS PLAN <br />FOR TRUSS <br />CONNECTION <br />2ND FLOOR WOOD WALL-) <br />SEE PLAN FOR STUD <br />SIZE AND SPACING <br />B <br />SCALE: 3/4" V-0" <br />�--DOUBLE 2 X4 TOP <br />PLATE AT BUILD OUT <br />PLYWOOD SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />4 <br />BUILD OUT <br />2X4 CONT W/ 12d NAILS @ <br />8" O.C. TO 2X4 PLATES. <br />2ND FLOOR WOOD WALL <br />SEE PLAN FOR STUD SIZE <br />AND SPACING <br />PLYWOOD SHEATHING \-2x4 CONT @ 16" O.C. <br />ATTACHED PER NAILING B W/ 1/4" x 3 1/2" LAG <br />SCHEDULE SCREWS @ 16" O.C. <br />PLAN VIEW OF 4" BUILD OUT <br />SCALE: 1/2"= V-0" <br />< <br />'01 <br />mob.. 91 <br />0 <br />V) 0 <br />Q) <br />U-:) <br />4--J U-1 <br />M 0 <br />0 <br />0 LU <br />LI) Of <br />E <br />_n <br />M <br />IQ <br />Ln <br />m <br />ra <br />LU <br />E <br />8 <br />IS? M <br />M <br />ON <br />U. <br />:0, <br />LO <br />CM <br />< 0 <br />a � 0 <br />_a D. <br />N, C, B, D, C <br />IN R <br />U-- <br />31111 <br />10z <br />1 <br />4 AW ft <br />'175 <br />Qj <br />'let <br />OF es <br />C, <br />fill I 11W <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 sea[ is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />CD <br />C� <br />z r-4 <br />0 0) N <br />IS to a <br />05 rn C:, <br />rn IN <br />(n M Ln <br />2? .9 Ln <br />a LL <br />z <br />M <br />CL CO <br />z 3i E <br />WUj <br />C:j <br />J CD <br />0 <br />Uj <br />A <br />rz � 0- <br />W, 0 ow <br />P <br />2: Z Z F� Z <br />-zw <br />I -. <br />W N <br />wo <br />1--CLOE0 <br />Uj <br />CD <br />7_4 <br />N <br />In <br />C*4 <br />r1*4 <br />LA <br />_j <br />LU �0_ <br />0 <br />00--N < <br />< <br />!� z t5 <br />a 0 a <br />12 M <br />-0 <br />Z <br />W <br />0 <br />z <br />LM_ <br />z <br />LU <br />j�. <br />0 <br />wwaa <br /><Do z <br />4 <br />i5 � . 58 <br />0?5 <br />0 <br />0 z <br />z <br />sqz� <br />PCn <br />a <br />0 <br />W <br />(D <br />z <br />LU <br />> <br />It <br />0 <br />Z Uj <br />z <br />CL W <br />SCALE AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />VERSION NO. <br />1525 <br />JOB NO: 17-4135 <br />SHEE7 NO. <br />D1 <br />I I <br />