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L - LL1h­ I di-i�Li- A., �.L"A-LLIJJJLULAU�L- AA -M. L �d"Ulw 1., <br />M <br />CROSS BRACING DETAIL (TYP.)r i `� ­1 1 1 1 1— 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. 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 201-0" <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 I A <br />-----Z—WOOD TRUSS --J � <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE: 1/2"=V-0" <br />CB <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2-4- 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 />011 <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 T-O" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />TRUSS <br />SEE ROOF <br />PLAN SHEATHING <br />,E <br /><SH1 <br />NF <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 />2 ROWS 8d @ 6" O.C. TE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />OT <br />8d NAILS @ 6" O.0 FABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />::I,I,I,r IT - <br />PROVIDE 2X4 MIN. BLOCKING AT (2) 12d NAILS T70 ROOF OR FLOOR <br />I <br />Q OF HIP/RIDGE, TYP.BETWEEN BLOCKING EACH SHEATHING <br />TRUSSES W/ (2) 12D NAILS EACH END <br />END TO TRUSS TOP CHORD 2X4 BLOCKING AT (2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />TYP- JOINT AT 48" O.C. <br />MAX <br />TRUSS _Y LSTA30 EACH SIDE <br />PA TRUSSES @ EACH END OF <br />I WALL <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 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4 FT @ 2'-0"0. C. MAX. wl (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 r3 <br />SCALE: 1/2" = 1'-0" k <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />SCALE: 1/2"=V-0" <br />2x4 SPF STUDS SEE C/S3 FOR <br />@ 16" O.C. WALL <br />SET BACK 2" PER ADD'L INFO. <br />DETAIL C/S3 I <br />HIP Y "Y,V. FOR DIM. <br />G.T <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = 1'-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 />8 FOR WALL BETWEEN <br />ROOF SYSTEM <br />MIN. (2) 2x4 <br />SPF TOP <br />PLATE <br />USP LSTA30 W/ (11) <br />1 Old TO PLATE & <br />(1 1)10d TO COLUMN <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/ <br />(2) 2x8 #2 SYP W/ 3/16" <br />ON BOTH SIDE FROM TOP O.S.B. FLITCH PLATE <br />OF WALL TO BOTTOM OF SEE PLAN FOR BEAM <br />BEAM, ATTACHED PER <br />BRG. INFO. <br />NAILING SCHEDULE. <br />BUILDER FRAME <br />RADIUS AS REQUIRED <br />2x BUILD -OUT BEYOND <br />EEWALL @ ENTRY FRONT WALLr4 4 <br />SCALE: 3/4" = 1'-0" k <br />USP LSTA30 <br />W/1 1-10d TO E <br />& TO COLUMP <br />#2 SYP BEAM <br />0. S. B. <br />PLATE <br />USP M34 W/ (12) 8d X 1 1/2 <br />(2) USP LSTA30 W/ <br />IL <br />NAILS @ TOP & BOTTOM <br />'D <br />00 <br />(11) 10dTO PLATE & <br />U <br />LI ti— <br />OF HEADER (REQ IF <br />(11)1 Od TO COLUMN <br />(2) 2x8 #2 SYP <br />HEADER <br />OPENING LARGER THAN <br />TOP OF <br />W/ 7/16" O.S.B. <br />FLITCH PLATE <br />4'-0") <br />4x4 MIN. OR BUILT-UP <br />)0 <br />TRANSOM <br />COLUMN EA. 2X4 NAILED <br />)0 <br />F <br />SEE PLAN <br />W/10d @ 8" O.C. <br />)0 <br />MSTAM36 W/ (13) - 1 Od NAILS )0 <br />0 <br />i TRANSOM OPENING <br />(2) USP MSTAM36 STRAPS <br />& (5) 1/4" X 2 1/4" TITEN <br />ARCHED OR FLAT <br />CENTERED W/ (13) 1 Od <br />SCREWS EACH SIDE OF <br />NAILS AND (8) 1/4 x 2 1/4 <br />EXTERIOR CORNER--------__.__,., <br />TOP OF <br />IF REQ'D <br />IF REQ'D (2) 2x4 SPI <br />ff <br />TAPCONS. <br />BUILT-UP COLUMN MIN. <br />2-2x4 UNDER EA. END OF <br />BEAM. MIN. (2)-10d @ 8" <br />WALL SEE <br />PLAN <br />4 SPF @ SILL PLAT <br />P.T. SILL PLATE <br />O.C. EACH PLY <br />O.C. <br />DOUBLE 2X4 W/ USP <br />MP34 @ TOP & BOTTOM <br />IF REQ'D USP SPT22 uzw rvit-.54 vv/ k 1,e) ?sox I 11z <br />(10) 10d NAILS @ BOT NAILS AS REQ'D <br />AND SIMPSON SP2 W/ (REQ'D IF OPENING <br />12-10d NAILS @ SILL LARGER THAN 4'-0") <br />OPTIONAL FRAMING TO BE <br />MIN. 2x4 P.T. W/1/4"XT' MIN. 2x4 SPF UNLESS <br />TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE <br />MASONRY OR 10d NAILS ELEV. FOR TRANSOM <br />@ 6" O.C. IN WOOD. LOCATION <br />MIN. 2x4 #2 SYP BASE PLATE---/ RECESS LINTEL ABOVE <br />W1 J" ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN <br />O.C. & 3" FROM EACH END <br />DOOR OPENING <br />(2) 2x BUCK ATTACHED <br />PER PLAN <br />LINTELS AT ENTRY DOOR w/TRANSOM <br />SCALE: 1/2" = V-0" <br />T. PLATE <br />l%SE FILLED <br />4CRETE SEE <br />OR SIZE <br />KNEEWALL @ ENTRY FRONT WALL <br />(Corner shown. Interior Column similar) <br />SCALE: 3/4" = V-0" <br />(2) 2x4 SPF (2) USP LSTA30 W/ (11) 1 Old <br />TOP PLATE TO TOP PLATE & (11) 1 Od <br />TO STUD Sim. <br />EXTERIOR SHEATHING <br />ROOFTRUSS <br />SEE PLAN FOR ROOF <br />ATTACHED PER <br />2x4 STUDS W/ USP NAILING SCHEDULE GIRDER OR BEAM CONFIGURATION—,,,, <br />SPT22 @ BASE SEE SEE FL. PLAN FOR <br />STRUCTURAL SHEATHING GIRDER SPEC. SEE TRUSS PLAN <br />J/S6 FOR MORE <br />ATTACHED PER NAILING FOR TRUSS <br />INFO. f*'A—N DOUBLE 2 x4 TOP <br />SCHEDULE BUILT-UP COLUMN Sim. CONNECTION PLATE AT BUILD OUT <br />WITH 4x4 OR (2)2x4 2ND FLOOR WOOD WAL PLYWOOD SHEATHING <br />if --------- VARIES W/ 2x4 BASE PLATE W/ 0 OVER /UNDER GIRDER. SEE PLAN FOR STUD A ATTACHED PER NAILING <br />\4v ROOF SLOPE USP LSTA30 OR (4) 16d EA. SIDE NAIL W/10d @ 8" O.C. I <br />MTW12 TO FLOOR OF THE BEAM EA. TO THE OTHER. OOF TRUSS-: SIZE AND SPACING SCHEDULE <br />GIRDER BELOW @ 16" <br />WOOD WALL—\ SECTION B-B 4" BUILD OUT <br />O.C. <br />OR TRUSS. 2X4 CONT. W1 (2) x 1 <br />2X4 P T. CONT W/ 12d <br />SEE PLAN 16d COMMONS NAILS @ 8" O.C. TO <br />NAILS EACH 2X4 PLATES. 8" O.C. TO 2x4 PLATES. <br />OOF TRUSS <br />SIM <br />T R AN <br />USS PL SM' <br />TRUSS D <br />NE N P <br />CTIO <br />F L Woo P� <br />OOR D WALLt <br />PL <br />A F D <br />4 <br />x'p-T. CONT W/ 12d <br />LS @ 8., 0 . C.TO <br />STUD TYP. T&B PROVIDE SOLID BLOCKING P TES 4" BUIL 2ND FLOOR WOOD WALL <br />LL R. <br />viv B <br />@ FLOOR TRUSS & MSTAM36 CMU WALL OUT B SEE PLAN FOR STUD SIZE <br />TRUSS OR STUD PACK TO MASONRY AND SPACING <br />ROOF SYSTEM SECTION B-B 1 <br />16" FLOOR SYSTEM FLOOR GIRDER _---EPDXY ANCHOR W/ 5" MIN. im - K <br />SEE PLAN FOR SEE PLAN FOR EMBED. INSTALL PER MFG. <br />DIRECTION CONNECTION SPECS. PLYWOOD SHEATHING \-2X4 P.T. CONT @ PLYWOOD SHE NG <br />P.T. #2 S.Y.P. 2X4 ATTACHED PER NAILING B 16" O.C. W/ 1/4" 2x4 CONT @ 16" O.C. <br />L BASE PLATE ATTACHED PER NAILING W/ 1/4" x 3 1/2" LAG <br />SHEAR TRANSFER SECTION @ FLOOR FRAME WALL SCHEDULE TAPCONS @ 16" O.C. SCHEDULE SCREWS @ 16" O.C. <br />EXTERIOR. WALL CONNECTION GIRDER/BEAM CONN.� �34 PLAN VIEW OF 4" BUILD OUT K�32� PLAN VIEW OF 4" BUILD OUT r33**� <br />SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" ALLOWABLE UPLIFT 2510# SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" <br />0 <br />z <br />0 <br />z <br />z <br />__j <br />U) <br />V) (D <br />(1) U—) <br />(Dm <br />4--J LU <br />r) <br />LU <br />0 <br />F- <br />E <br />Ln CL� <br />M <br />V) <br />0 <br />W <br />W cl) <br />.2 p <br />E <br />8 <br />C1`1 <br />4) ce) <br />:,o C") <br />000 <br />ai <br />C) U) <br />:G Li� owo <br />0.2 i::- <br />S <br />CLI -le <br />< 0 <br />tM <br />(h C, C, <br />LO 0 W <br />.r <br />C;) 0 <br />0 <br />D. <br />'It 1111j.r <br />qeo <br />gap <br />v N <br />N <br />0', <br />C, <br />M <br />,i.CD 44 <br />ra <br />LU LLj <br />CL LLI <br />- <br />60 0 <br />to 'j'), -v-.4 <- <br />C.? <br />S" 5 <br />9 �.s F LC) <br />CD A F ........ <br />LL <br />z'T-7,2/t% <br />< ­� E 3 S I <br />E] <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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U cc 8 <br />LU CN <br />C:) <br />oz@ <br />uj Z <br />LU <br />-j <br />C:) <br />Ln <br />f"'4 <br />r�sl <br />L0 <br />W <br />0;� <br />< <br />0�1 zo <br />0 <br />< <br />U <br />I,= �"- n -mj 2 <br />Lz, <br />Z0 <br />W <br />z 'a X!Z!i;i <br />uj 10 <br />121 :0 <br />z <br />LU <br />LLJ <br />(0 < <br />06 <br />UO <br />U) <br />Uj 0 U- z <br /><01 -;C2 �LL-j 20: <br />:3 <br />r-q Z <br />j < W <br />Cyx: LL <br />z <br />0 <br />C:) <br />0 <br />ce LU LL, <br />< 0. <br />0- <br />F- <br />u- <br />LU <br />> <br />0 <br />z W <br />:5 <br />_j <br />CO <br />SCALE : AS' NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />1525 <br />JOB NO: 17-1426 <br />SHEET NO. <br />D1 <br />