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vvj r-- Ivu �.w I I VVL-L; <br />CROSS BRACING DETAIL (TYP.)ri <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/ M IN. (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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <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 />MTERIUM <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-13" <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />TYP. HAND FRAM ING ABOVE TRUSS <br />2X4 STUDS & PLATES AT Z-O" O.C, <br />EACH DIRECTION TYP. U.N.O. <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />OD <br />iss <br />ROOF <br />SEE SHEATHING <br />PLAN <br />AN 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 />'-'-'A <br />Y <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />MAX 24" SPAN (EITHER -�RUSSES 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 />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 />OR USP RT7 @ 48" O.C. <br />SCREW EACH TRUSS <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'-O"O.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" 1'-0" <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />2x4 STUDS W/ USP <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W1 <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />L <br />F <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"777, <br />3 <br />0-A QDr: <br />(4) 16d EA. SIDE <br />OF THE BEAM <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 />(11)1 Od TO COLUMN <br />TOP OF <br />M <br />TRANSO <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 />MIN. 2x4 P.T. W/1/4"X3" <br />TAPCONS @ 6" O.C. IN <br />MASONRY OR 1 Od NAILS <br />@ 6" O.C. IN WOOD. <br />MIN. 2x4 #2 SYP BASE PLATE <br />W/ -"'ANCHOR BOLTS @ 16" <br />2 <br />O.C. & 3" FROM EACH END <br />(2) 2x BUCK ATTACHED <br />PER PLAN <br />2 ROWS 8d @ 6" O.C. <br />8d NAILS @ 6" O.C. <br />TO BLOCKING <br />0-/ <br />(2) 12d NAILS T <br />BLOCKING EACH <br />END <br />2X4 BLOCKING AT <br />EA. ROOF PANEL <br />JOINT AT 48" O.C. <br />MAX <br />TRUSSES <br />MNOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />OVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />-ROOF OR FLOOR <br />SHEATHING <br />(2) SYP#2 TOP PLATE <br />LSTA30 EACH SIDE <br />@ EACH END OF <br />WALL <br />2x4 SPF STUDS <br />@ 16" O.C. WALL <br />SEE C/S3 FOR <br />SET BACK 2" PER ADD'L INFO. <br />DETAIL C/S3 <br />FOR DIM. <br />SEE PLAN <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 />8 FOR WALL BETWEEN <br />D1 ROOF SYSTEM <br />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 />(2) 2x8 #2 SYP HEADER <br />W/ 7/16" O.S.B. FLITCH PLATE <br />fl F Z--� I <br />TRANSOM OPENING <br />ARCHED OR FLAT <br />IF REQ'D <br />IF REQ'D (2) 2X4 S1 <br />2 x 4 SPF VSILL PLA <br />RECESS LINTEL <br />RECESS LINTEL ABOVE <br />DOOR SEE LINTEL PLAN <br />DOOR OPENING <br />USP M34 W/ (12) 8d X 1 1 1 /2 <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 W/ 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--10") <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 />(2) USP LSTA30 W/(11)10d <br />TO TOP PLATE & (11) 1 Od <br />TO STUD <br />GIRDER OR BEAM <br />SEE FL. PLAN FOR <br />GIRDER SPEC. <br />— BU ILT-UP COLUMN <br />WITH 4X4 OR (2)2X4 <br />OVER /UNDER GIRDER. <br />NAIL W/1 Od @ 8" O.C. <br />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 />BASE PLATE <br />FRAME WALL <br />GIRDER/BEAM CONN.(`3�4 <br />ALLOWABLE UPLIFT 2510# <br />B <br />SCALE: 1/2" V-0" <br />SEE PLAN FOR ROOF <br />CONFIGURATION <br />Im. <br />Mg.- <br />OOF TRUSS , ejge!E� <br />ff7r,71.�� <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 />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 OU <br />SCALE: 1/2" = 1' <br />2x4 #2 SPF KNEEWALL <br />W/ STUDS @ 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 />SEE PLAN FOR BEAM <br />BRG. INFO. <br />BUILDER FRAME <br />RADIUS AS REQUIRED <br />I.L--Jj 1 <br />2x BUILD -OUT BEYOND <br />NEEWALL ENTRY FRONT WALLr44 <br />-01, <br />SCALE: 3/4" -o,, <br />USP LSTA30 <br />W/1 1-10d TO E <br />& TO COLUM� <br />MSTAM36 W/ (13) - <br />& (5) 1/4" X 2 1/4" T11 <br />SCREWS EACH SID <br />EXTERIOR CORNEF <br />92 SYP BEAM <br />0. S. B. <br />PLATE <br />JP COLUMN MIN. <br />NDER EA. END OF <br />M IN. (2)-1 Od @ 8" <br />kCH PLY <br />T. PLATE <br />kSE FILLED <br />JCRETE SEE <br />OR SIZE <br />KNEEWALL @ ENTRY FRONT WALL <br />(Corner shown. Interior Column similar) <br />SCALE: 3/4" 1'-0" <br />Im. <br />ROOFTRUSS <br />SEE TRUSS PLAN <br />FOR TRUSS DOUBLE 2 x4 TOP <br />CONNECTION PLATE AT BUILD OUT <br />lIll' <br />2ND FLOOR WOOD WALL---j PLYWOOD SHEATHING <br />SEE PLAN FOR STUD ATTACHED PER NAILING <br />v <br />SIZE AND SPACING 'SCHEDULE <br />SECTION B-B 4" BUILD OUT <br />2X4 CONT W/ 12d NAILS @ <br />8" O.C. TO 2X4 PLATES. <br />2ND FLOOR WOOD WALL <br />B 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-10" <br />33 <br />(Du) <br />C-0 <br />C.0 <br />< <br />__j <br />CL <br />z <br />co <br />L/) 0 <br />Q) C—f ) <br />4-J LU <br />0 LU <br />V) CLI <br />1- E <br />0 <br />W <br />L/) <br />00 <br />a) c) <br />U-1 <br />E <br />r- 0 Cl) <br />20 :2 co <br />011-.N <br />min 0 <br />W <br />U- co <br />'5 <br />0 <br />< <br />U) <br />0 <br />0) C; <br />IN,C <br />13 D <br />B D.c <br />A <br />vv C14 <br />p <br />C*4 <br />gsE C,4 <br />1W 4W Z', r- ­ <br />x <br />-iu. <br />'05H <br />2-6 <br />0., <br />ddK)2� <br />LLqj <br />!E <br />AS10 <br />El lm] <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 seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />C) <br />z <br />0 <br />P-4 4-j C) <br />U0 I -= %.0 <br />> V) <br />-4 <br />in M Lh <br />I <br />z <br />(U Ln <br />LL <br />F- <br />6- <br />< CL 00 <br />E <br />W <br />z <br />z <br />Uj <br />-i <br />110 <br />v- <br />mi <br />0z <br />z tn <br />IMU Z F- <br />Z <br />.,� <br />U z (Wn 0 0 <br />z < 0 <br />ZO >. <br />0 a. <br />z z< b x Wt <br />4 zz <br />a : I <br />LU b i -, <br />US 3:8.- <br />in CY 0 <br />8 2 �; LU N <br />C:) <br />CY) <br />0. 0 z @ <br />LU z <br />E LU <br />0 <br />Ln <br />r14 <br />r-j <br />Ln <br />0 <br />LU <0 F- <br />!� <br />Ui iLM z U a <br />R 9 ce <br />0 <br />< <br />U <br />-z 0 <br />Lzu <br />-0 <br />Z <br />0M Lj <br />z C=y �2 2� <br />Uj = <br />(v <br />z <br />Ljj <br />r) <br />LU 91 00 <br />=> <br />-J <br />06 <br />2 8 <br />U) <br />U" a U- z <br />D <br />! <br />1" <br />>- <br />0) <br />z <br />:D < <br />Ce X u- z <br />z< <br />Ce <br />0 <br />C:) <br />ro <br />0 <br />LU LLJ <br />41 a. <br />a. <br />c) <br />< <br />z <br />UJI <br />> <br />0 <br />Z LU <br />:5 <br />z <br />F-4 <br />—j <br />W <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />1525 <br />JOB NO: 16-6651 <br />SHEE7 NO. <br />D1 <br />