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CROSS BRACING DETAIL (TYP.)r <br />SCALE:NTS <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2014 <br />CONV. FRAMED RIDGE <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 20'-0" <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3) 12d <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 />C14 <br />LO <br />00 <br />LO <br />00 <br />E <br />0 <br />LZ <br />----/--WOOD TRUSS <br />A <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />SCALE:NTS <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />-TRUSS OR <br />ROOF SYSTEM <br />J SHEAR TRANSFER <br />C1`1 <br />EXTERIOR. WALL r7 <br />r*0 <br />21 SCALE:NTS <br />CB <br />DB- <br />VVI e-- I vu �w L_r-%�_f f I v V L—U <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2x8 BLOCKING NAILED @ <br />EACH SIDE wl (3) 12d NAILS <br />WHEN REQUIRED W/ (2) <br />SIMPSON HTS20 W/ (24) 1 Od x <br />1 1/2" NAILS EACH <br />TB <br />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 />ROOF <br />SEE SHEATHING <br />PLAN <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />,E <br />N SHI <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 />�7,A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />JACK <br />HIP <br />MAX 24" SPAN (EITHER rCRUSSES <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:NTS <br />(2) 2x8 #2 SYP w <br />O.S.B. FLITCH PI <br />TOP @TRUSSE <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <br />WALL <br />NOTE: PENDING BEAM <br />BEARING LOCATION, THE <br />BEAM CAN SIT ON TOP OF <br />COLUMN w/ (2) SIMPSON <br />HTS20 w/ (24) 1 Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 1 Od <br />NAILS TO BEAM <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) S I M PSON HETA20 w/ (8) 1 Od <br />x 1 1/2" NAILS EACH - OR (2) <br />SIMPSON MSTAM36 w/ (7) 1 Old <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL <br />r4 <br />SCALE:NTS <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 w/ (12) 1 Od NAILS L.SEE PLAN I. <br />SIMPSON HUC41 0 w/ (14) <br />FOR CANTI <br />16d INTO HEADER & (6) — <br />#2 SPF 48" O.C. W/ (4) CENTERED AT <br />1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE <br />OR SIMPSON H2.5A W/ BEAMS TOGETHER <br />I ROOF PLAN FOR MORE <br />(10) 8d NAILS INFO <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />TRUSS OR SIMPSON <br />H2.5A W/ (10) 8d NAILS <br />AT 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'-O"O.C. MAX. W/ (3) 1 Od <br />COMMON TOENAILS TO TIE BEAM <br />2X4 CONT. AT CONC.MASONRY <br />STEEL OR WOOD <br />T & B CHORD BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING <br />SCALE:NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OL VARIES <br />x <br />2X4 #2 SPF BRACING @ <br />16" O.C. W1 (4) 12d <br />y L <br />TOENAILS TO TOP <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />MIN. 2X4 #2 SPF STUDS @ <br />If <br />16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />M IN. 2X4 #2 SYP P. T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />16" O.C. MAX. <br />INFO. <br />SECTION <br />@ ENTR Y <br />SCALE:NTS <br />SEE FLOOR PLAN <br />FOR COLUMN SIZI <br />& ADDITIONAL INF( <br />SEE FLOOR P�AN FSOR <br />a BA I <br />COLUMN SIZE . E 7/16" OSS FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULEIPLAN <br />REQ'D ONLY WHEN COLUMN SIZE& BASE <br />INDICATED ON BM. CONNECTION INFO <br />OPTION A SCHEDULE/PLAN OPTION B OPTION C <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />SIMPSON MTS18 W/ (14) <br />1 Od NAILS TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />A r__� A <br />SEE PLAN FOR <br />0 <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />2X4 STUDS W/ SIMPSON <br />SP1 W/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2X4 BASE PLATE W/ <br />SIMPSON LSTA30 W/ <br />(22) 1 Od NAILS OR <br />SIMPSON MTS12 W/ <br />(14) 1 Od x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION <br />K "2 2� <br />SCALE: NTS <br />SCALE: 3/4"=V-0" <br />SEE VS5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />ju: <br />GABLE <br />TRUSS <br />i I) A, <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />BM. SPLICE OVER <br />CENTER OF POST <br />MIDDLE <br />SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />MASONRY WALL BELOW: SIMPSON <br />4., . H ETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ <br />MASONRY WALL A 4'-0" O.C. TO GABLE TRUSS <br />OR BEAM BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. <br />TO GABLE TRUSS <br />COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj_2_-� <br />SCALE:NTS <br />EXTERIOR <br />ATTACHED' <br />SCHEDULE <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 />I <br />----SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL �0` E <br />NTRY FRONT WALL <br />SCALE:NTS <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS W/ (3) 16d AT <br />EACH STUD - TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER SHEATHING ATTACHED <br />W/ (3) 1 Od PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />IF 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />w/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />ATTACH SECOND PLY <br />W/ (3) ROWS OF 16d <br />NAILS AT 24" O.C. <br />SIMPSON LUS26 W/ (8) 1 Od NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />Z <br />LUS26-2 W/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X1 0 #2 SYP CONT. LEDGER W/ (3) <br />LOCATION AND DIRECTION <br />1/2" X 4 1/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />SECTION AT LOW <br />ROOF <br />SCALE:NTS <br />LOW ROOFMAL <br />----< <br />L <br />SHEATHING ATTACHED\ <br />PER NAILING SCHEDULE <br />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT BASE & SIMPSON <br />SP2 W/ (12) 1 Od NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END (BETWEEN TRUSSES <br />(2) 12d NAILS TO EACH VERTICAL <br />STUD) <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 W/ (14) 10d X <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/--­� <br />Z- (2) 2XIS BLOCKING UNDER� FLOOR G.T. <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 W/ (16) <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ <br />BUMP 0 U T r3 9 <br />SCALE:NTS <br />DETAILS & SECTIONS <br />�71 co <br />C�l <br />C) <br />;i, <0 <br />a) - " <br />= :* <br />a) n _j <br />— <br />:;_11 <br />V, (D <br />LU <br />C� <br />0 LU <br />r� <br />V) <br />(A <br />E <br />0 <br />W CO <br />0 C�- <br />M r- <br />" <br />LU <br />E <br />8 <br />amp <br />a, C', <br />'D, C', <br />co co <br />-0 - <br />03 <br />0'a CN1 <br />.2 CD <br />U_ 00 <br />o <br />0) <br />0 <br />co 5-CS <br />Lo <br />< <br />All- <br />BID. <br />�v <br />4 I'D <br />0, <br />j 6 <br />LU - 8:2 z <br />U) 1�-- s <br />ot 't <br />LU L4 <br />— j <br />10z1% <br />Us <br />�w <, <br />0 0 <br />42 U) 2 TP! 6 g�4 0 <br />U) E <br />z <br />UM LL1 g <br />WWW.FDSENQj.jrQY 17 EE31 17-1 <br />OW <br />_N <br />N V <br />S <br />.1 <br />Ci <br />­j <br />611 <br />< 0 <br />U 1�p <br />xo- <br />C> Q <br />to <br />F <br />N <br />'t4 <br />;� 4'?OFESS\O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beading <br />Engineers signature and seal. <br />L E N NAR <br />4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />zg <br />z <br /><Z <br />Z.:L <br />< <br />200 <br />UO <br />0 o� x <br />zw� <br />U < <br />�=zz <br />a LU Z <br />0 <br />00-ON <br />� Z <br />< <br />U) <br />uj <br />UZ) <br />0 <br />z <br />�E 8 <br />zz <br />z <br />C: <br />LIJ <br />4 <br />2: <br />a) <br />-0 <br />7­4 <br />U) <br />z <br />2: <br />0 <br />-0 <br />'1- <br />06 <br />< <br />� 11 <br />U <br />X: <br />u) <br />__j <br />2E <br />8 z <br />PC <br />1"-� Se P <br />81 <br />;;;z <br />4�c U <br />;�9n <br />_j <br />LU 8 <br />Lij <br />1 -1� <br />:;I; <br />rj <br />C) <br /><0 dz <br />< <br />g<xw <br />CC.) <br />z <br />z <br />:03 z if <br />qz2!i <br />Uj <br />Ln <br />-T--4 <br />. <br />Lij <br />_j <br />Uj <br />10 <br />00 <br />< <br />z <br />z <br />W <br />V) S <br />z <br />j <br />LU <br />Rz <br />0 <br />-M <br />z <br />0 <br />00 <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: JMUROSKI <br />VERSION No' 4mO <br />SHEET NO. <br />D1 <br />