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VYI <br />CROSS BRACING DETAIL (TYP.)r,ImmI— vv­ <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. TRUSSi <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. <br />�-L 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 />ab <br />VARIES W/ <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-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 H' 20 <br />W/ (14) - 10d X 1 1/2" EACH <br />TB <br />I 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 />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 />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 />�A TRUSS <br />ES <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 />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"O.C. MAX. W/ (3) 10d <br />COMMON TOENAILS TO RIDE BEAM <br />2X4 CONT. ATE 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 />V-17 <br />EXTERIOR SHEATHING <br />ti ATTACHED PER <br />2X4 STUDS W/ USP NAILING SCHEDULE <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />- -r -�- — O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r22 <br />SCALE: 3/4" = 1'-0" <br />J <br />HIP <br />G.T <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 />TO BLOCKING <br />(2) 12d NAILS TO <br />ROOF OR FLOOR <br />BLOCKING EACH <br />SHEATHING <br />END <br />2X4 BLOCKING AT <br />(2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />JOINT AT 4 " O.C. <br />MAX <br />LSTA30 EACH SIDE <br />TRUSSES <br />@ EACH END OF <br />WALL <br />2x4 SPF STUDS <br />@ 16" O.C. WALL SEE C/S3 FOR <br />SET BACK 2" PER ADD'L INFO. <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = V-0" <br />USP SPT24 TOP AND s <br />FOR WALL BETWEEN <br />BOT. W/ 12 10d NAILS Di <br />ROOF SYSTEM <br />@ EACH STUD <br />MIN. (2) 2x4 <br />SPF TOP <br />PLATE <br />MIN. 2 x 4 SPF <br />USP LSTA30 W/ (11) <br />@ 16" O.C. <br />10d TO PLATE & <br />(11)10d TO COLUMN <br />USP M34 W/ (12) 8d X 1 1/2 <br />(2) USP LSTA30 W/ <br />IL <br />: <br />(11) 10d TO PLATE & <br />:. <br />_J <br />; <br />OFILS HE DER (REQ'D IF <br />(11)10d TO COLUMN <br />'A <br />(2) 2x8 #2 SYP HEADER <br />OPENING LARGER THAN <br />TOP OF <br />W/ 7/16" O.S.B. FLITCH PLATE <br />4'-0") <br />4x4 MIN. OR BUILT-UP <br />TRANSOM <br />COLUMN EA. 2X4 NAILED <br />SEE PLAN <br />W/10d @ 8" O.C. <br />TRANSOM OPENING <br />(2) USP MSTAM36 STRAPS <br />ARCHED OR FLAT <br />CENTERED W/ (13) 10d <br />NAILS AND (8) 1/4 x 2 1/4 <br />TOP OF <br />IF REQ'D <br />TAPCONS. <br />WALL SEE <br />IF REQ'D (2) 2x4 SPF <br />PLAN <br />2 x 4 SPF @ SILL PLATI <br />-�aMP34 <br />P.T. SILL PLATE <br />6" O.C. <br />DOUBLE 2X4 W/ USP <br />17�,I <br />@ TOP & BOTTOM <br />IF REQ'D USP SPT22 W/ <br />USP MP34 W/ (12) 8dx1 1/2 <br />(10) 10d NAILS @ BOT <br />NAILS AS REQ'D <br />AND SIMPSON SP2 W/ <br />(REQ'D IF OPENING <br />12-10d NAILS @SILL <br />-- LARGER THAN 4'-0") <br />OPTIONAL FRAMING TO BE <br />MIN. 2x4 P.T. W/'/"XT' <br />MIN. 2X4 SPF UNLESS <br />TAPCONS @ 6" O.C. IN <br />RECESS LINTEL <br />OTHERWISE NOTED. SEE <br />MASONRY OR 10d NAILS <br />ELEV. FOR TRANSOM <br />@ 6" O.C. IN WOOD. <br />LOCATION <br />MIN. 2X4 #2 SYP BASE PLATE <br />RECESS LINTEL ABOVE <br />W/ 4" ANCHOR BOLTS @ 16" <br />DOOR SEE LINTEL PLAN <br />O.C. & 3" FROM EACH END <br />-- - <br />-� <br />DOOR OPENING <br />-- <br />(2) 2x BUCK ATTACHED <br />PER PLAN --- - <br />- --- <br />LINTELS AT <br />ENTRY DOOR w/TRANSOM <br />(2) 2x4 SPF (2) USP LSTA30 W/ (11)10d <br />TOP PLATE TO TOP PLATE & (11) 10d <br />TO STUD <br />GIRDER OR BEAM <br />SEE FL. PLAN FOR <br />GIRDER SPEC. <br />• BUILT-UP COLUMN <br />WITH 4x4 OR (2)2x4 <br />OVER /UNDER GIRDER. <br />(4) 16d EA. SIDE NAIL W/10d @ 8" O.C. <br />OF THE BEAM T EA. TO THE OTHER. <br />PROVIDE SOLID BLOCKING <br />@ FLOOR TRUSS & MSTAM36 <br />STUD PACK TO MASONRY <br />EPDXY ANCHOR W/ 5" MIN. <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 />�34 <br />ALLOWABLE UPLIFT 2510# <br />SCALE: 1/2" = V-0" <br />SEE PLAN FOR ROOF <br />CONFIGURATION-\ <br />IM. <br />�OOF TRUSS -j <br />2X4 P.T. CONT W/ 12d <br />NAILS @ 8" O.C. TO <br />2X4 PLATES. <br />MUOUTBUILD <br />-CMU WALL <br />SECTION B-B <br />PLYWOOD SHEATHINGS r--► —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 />SEE TRUSS PLAN <br />FOR CONNECTION <br />FRAME OUT TO <br />BLOCK EDGE <br />2x4 #2 SPF KNEEWALL <br />W/ STUDS @ 16" O.C. W/ I <br />STRUCTURAL SHEATHING i (2) 2x8 #2 SYP W/ 3/16" <br />ON BOTH SIDE FROM TOP i O.S.B. FLITCH PLATE <br />OF WALL TO BOTTOM OF I SEE PLAN FOR BEAM <br />BEAM, ATTACHED PER I BRG. INFO. <br />NAILING SCHEDULE, <br />BUILDER FRAME <br />li I RADIUS AS REQUIRED <br />II I <br />11--L I <br />2x BUILD -OUT BEYOND <br />�I <br />NEEWALL @ ENTRY FRONT WALL 44 <br />SCALE: 3/4" = V-0" <br />USP LSTA30 <br />W/11-10d TO E <br />& TO COLUMF <br />MSTAM36 W/ (13) - <br />& (5) 1/4" X 2 1/4" TI- <br />SCREWS EACH SID <br />EXTERIOR CORNEF <br />#2 SYP BEAM <br />" O.S.B. <br />PLATE <br />JP COLUMN MIN. <br />NDER EA. END OF <br />MIN. (2)-10d @ 8" <br />kCH PLY <br />T. PLATE <br />4SE FILLED <br />JCRETE SEE <br />'OR SIZE <br />KNEEWALL @ ENTRY FRONT WALL <br />(Corner shown. Interior Column similar) <br />SCALE: 3/4" = V-0" <br />SIM. <br />ROOFTRUSS <br />SEE TRUSS PLAN <br />FOR TRUSS DOUBLE 2 x4 TOP <br />CONNECTION PLATE AT BUILD OUT <br />2ND FLOOR WOOD WALL PLYWOOD SHEATHING <br />SEE PLAN FOR STUD ATTACHED PER NAILING <br />SIZE AND SPACING 4' SCHEDULE <br />SECTION B-B 4" BUILD OUT <br />2X4 CONT W/ 12d NAILS @ <br />8" O.C. TO 2X4 PLATES. <br />B F2ND FLOOR WOOD WALL <br />SEE PLAN FOR STUD SIZE <br />AND SPACING <br />PLYWOOD SHEATHING B 2x4 CONT @ 16" O.C. <br />ATTACHED PER NAILING W/ 1/4" x 3 1/2" LAG <br />SCHEDULE SCREWS @ 16" O.C. <br />PLAN VIEW OF 4" BUILD OUT <br />SCALE: <br />33 <br />U' <br />zo <br />— o <br />z <br />Q <br />J <br />z <br />Cz <br />CO <br />Q) C <br />4--J LU <br />o <br />w <br />OCLI <br />~ <br />0 <br />o0 <br />�Vi <br />U <br />CO r­ <br />� rNi <br />LU <br />'`. F—8 <br />s0_ 4i <br />M <br />C M co <br />OoN <br />o <br />_�� <br />.ta U <br />:5 00 <br />N <br />0 <br />� Y <br />< 0 <br />ao <br />� O � <br />rnQ o <br />A, <br />B D. <br />N .0 B ➢ C <br />_o <br />.w <br />N <br />� <br />Zy M G� ; <br />Of <br />i C <br />n'• <br />J <br />LL <br />ii � ' -. <br />W <br />CL1 <br />7a N <br />c� <br />CCU. <br />10hC%ES <br />To the best of the Engineer's o� i,h, and <br />belief, the structural plans and specific'atidrts'co= tained <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 />0 <br />Z j <br />0 av r� <br />I>iO <br />M <br />Q -M Ln <br />a v,•�v- <br />&- <br />a <br />ce U a00 <br />a <br />E <br />3 <br />Z <br />W <br />J <br />oz <br />Uzi "-� <br />��xzrS00 <br />z> a <br />z} U2: <br />r��z ZZ <br />�:5 <br />o <br />�F <br />O <br />UT� ,LIN <br />1-aOZO <br />LU LU <br />��J <br />O <br />Ln <br />N <br />N <br />Ln <br />J <br />J <br />Boa <br />n/ <br />a zo <br />O O z a <br />z <br />W <br />o <br />z8p,E�rzz <br />�w-° <br />zO <br />N <br />W <br />~��wa5 <br />OZ5 <br />oa <br />I� to <br />�w0u-zQ <br />>>��S <br />d- <br />N Z <br />o <br />Ln z <br />NaOza <br />O <br />0 <br />O <br />J 6 z W <br />QQ� <br />F- <br />6 <br />M <br />ur <br />w <br />U <br />� <br />Z <br />g <br />Z <br />� <br />a U) <br />SCALE: AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: MJAM ES <br />VERSION NO. <br />1525 <br />JOB NO: 17-5172 <br />SHEET NO. <br />D1 <br />I I <br />