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VVI &- I vu �w L_r%��l I I v v &.w <br />CROSS BRACING DETAIL (TYP.)_ <br />SCALE:NTS <br />SEE ROOF <br />PLAN SHEATHING <br />'E <br />N SHI <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 />Qk OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�'A TRUSS <br />(2) 2x8 #2 SYP w <br />O.S.B. FLITCH PI <br />TOP @TRUSSE <br />U.N.O. ON ROOF <br />PLAN <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) 10d <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 />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 />SEE DETAIL 4/D1 <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />a --- n <br />(2) SIMPSON HETA20 wl (8) 1 Od ATTACHED PER NAILING <br />TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE <br />K WALL SIMPSON MSTAM36 w/ (7) 10d 111 A 2x SPF #2 <br />ISSES HIP "7M4 & (4) 1/4"x2 1/4" TITENS EACH U AT 16" O.C. <br />ffE� ) � G.T <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL � 4 <br />SCALE:NTS k <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />MAY BE NAILED <br />EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 12d WHEN <br />VERTICAL SCAB 2 x 6 <br />wl (12) 1 Od NAILS <br />SIMPSON HUC410 w/ (14) <br />6SEE L. <br />FOR CANTI <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />2x8 BLOCKING NAILED @ <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />SPLIT TO TIE <br />16d INTO HEADER & (6) — <br />1 <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS <br />EACH SIDE w/ (3) 12d NAILS <br />10d TOP & BOTTOM <br />BEAMS TOGETHER <br />10d INTO BEAM - SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />A <br />OR SIMPSON H2.5A w/ <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED wl (2) <br />(10) 8d NAILS <br />INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SIMPSON HTS20 w/ (24) 1 Od x <br />r <br />T <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />7"1 <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />11 <br />SEE FLOOR PLAN <br />]—COLUMN <br />SIZE& BASE <br />CONNECTION INFO <br />OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />/--COLLAR TIE <br />FOR COLUMN SIZE <br />il <br />INDICATED ON BM. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />EVERY 3rd <br />& ADDITIONAL INt-U. <br />SCHEDULE/PLAN <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />—7/16" OSI3 FLITCH PLATE SEE FLOOR PLAN FORJ <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />REQ'D ONLY WHEN COLUMN S,IZE & BASE <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />OPTION <br />INDICATED ON BM. <br />A OPTION <br />CONNECTION INFO _ <br />B <br />OPTION <br />C <br />O.C. MAXIMUM. <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />SCHEDLILE/PLAN <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />WOOD SCREW EACH <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB---,::: <br />TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />COMMON <br />BM. <br />TO <br />POST <br />ATTACHMENT <br />rA <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />B <br />AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB--.zz,- <br />FOR BEAM SIZE & SCALE: 3/411=11-011 <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />�� <br />BM. SPLICE OVER <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE-ENG. TRUSS <br />(OPTIONAL) <br />A A <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. EA. TRUSS <br />I I <br />CONT. ROOF SHEATHING AT TRUSS TOP —J <br />SEE PLAN FOR <br />TOP OF <br />BETWEEN <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. ----\ A A . <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />— — <br />TAM <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @u) ENTRY FRONT WALL <br />SCALE:NTS <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS wl (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 />wl (3) ROWS OF 16d <br />NAILS AT 24" O.C. <br />101 <br />DIAGONAL---, <br />AT 8'-0" x <br />2x8 #2 SPF RIDGE BEAM <br />— <br />1 <br />WELISMON <br />SIMPSON LUS26 wl (8) 10d NAILS <br />MAX <br />COD 0.3t 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />TRUSS * I <br />SIMPSON MTS1 8 w/ ( 14) <br />OR IF 2 PLY TRUSS SIMPSON <br />z <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />10d NAILS TYP. U.N.O. <br />SEE PLAN FOR SIMPSON <br />LUS26-2 w/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"0. C. MAX. w/ (3) 1 Od <br />CANTILEVER IF MTS18w/(14) <br />7 <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />7 <br />FSB <br />COMMON TOENAILS TO TIE BEAM <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />INDICATED 10d NAILS <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <br />2X4 CONT AT—/ <br />CONC.MASONRY <br />C <br />ADDITIONAL INFO. <br />TYP. U.N.O. <br />1/2"X 4 1/2" LAG SCREWS ATTACH <br />LOCATION AND DIRECTION <br />(IF PARALLEL SEE 2/D2 FOR <br />T & B CHO`R D <br />STEEL OR WOOD <br />(WOOD COLUMN SHOWN) <br />MIDDLE <br />LAG SCREWS INTO END OF EACH <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />BLOCKING INFO) <br />I <br />BEARING SUPPORT <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />A —A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT <br />LOW ROOF ( �q <br />SEE <br />FOUNDATION <br />L4 <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />5" <br />SCALE:NTS <br />VA <br />______—�ZWOOD <br />SCALE:NTS <br />COMMON BM. ATTACHMENT lel �18 <br />TRUSS <br />A <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE:NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL <br />STANDARD HEEL HEIGHT <br />SCALE:NTS <br />VARIES <br />2x STUDS @ 16" O.C. <br />P! <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER <br />ADDITIONAL <br />Id NAILS AT VALLEY TRUSS <br />NAILS AT BASE & SIMPSON <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />OUTLOOKER <br />4" O.C. INFO. <br />SP2 w/ (12) 1 Od NAILS AT TOP <br />EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON !/—NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END <br />MIN. (2) 2x4 FOR CONNECTION <br />I <br />SP1 w/ (10) 1 Od NAILS <br />EACH END (BETWEEN TRUSSES <br />STRUCTURAL SHEATHING <br />NAILS TO TRUSS <br />SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL� <br />(2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING <br />BOTTOM CHORD <br />PLATE <br />MORE INFO. <br />'S' <br />LOW ROOF/WAL <br />STUD) <br />SCHEDULE <br />SHEATHING ATTACHE <br />X_ <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ <br />11 AjkVARIES SEE PLAN <br />FOR WALL LOCATION <br />— 2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />(22) 1 Od NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />�14 <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />>< <br />EACH COMMON <br />TRUSS/ FRAMING <br />BELOW @ 16" O.C. <br />00 <br />OR TRUSS. "-2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />If 16" O.C. W/ EXTERIOR <br />(14) 1 Od x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />TYP TOP & BOTTOM <br />7- <br />A <br />SEE PLAN 16d COMMONS <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />xx <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />4v. HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR <br />jk SEE PLAN FOR <br />PLATE BELOW <br />MASONRY WALL . It <br />4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM <br />\JF TOP OF WALL <br />OR BEAM <br />BEAM BELOW: SIMPSON HTS20 w/ <br />MIN. 2x4 #2 SYP P.T. PLATE <br />M <br />16" FLOOR SYSTE FLOOR GIRDER <br />SEE TRUSS PLAN <br />(24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />.1pb <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />I A <br />TO GABLE TRUSS <br />LOW R:)OF TRUSS W/—.,// <br />2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEARTRANSFER <br />INFO. <br />J1 <br />SECTION @ FLOOR <br />V_ <br />FOR CONNECTION <br />MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />16d NAILS AT EACH END <br />EXTERIOR. WALL r7 <br />SECTION <br />@ ENTRY K8N� <br />CONNECTION r2 2 <br />SECTION AT <br />HIP GABLE lo,-- �12 <br />SECTION 0 <br />BUMP OUTK'39 <br />M <br />SCALE: N S <br />SCALE:NTS <br />SCALE:NTS <br />SCALE: NTS <br />SCALE:NTS <br />31 <br />DETAILS & SECTIONS7 <br />LU <br />0 Lli <br />E <br />2 <br />M r� <br />cli <br />C) <br />r- C" <br />LL 00 <br />< <br />AI <br />NC,110C <br />'10 <br />U) <br />Lu <br />U) <br />R <br />in <br />N 0-2N- <br />U) <br />U) <br />z <br />UM <br />LU 44 0, <br />*hill <br />W"W Af <br />z 2 <br />E <br />< 0 <br />0. <br />F <br />"?OF E SS\O"T - <br />To the best of the Engineer's knowledge, Infonnaflon and belief, <br />the structural plans and specificeflons contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W, Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />z <br />ox <br />U <br />�z <br />U) <br />im <br />z <br />0 <br />z <br />W <br />LU <br />oes <br />RE <br />U-1 <br />gag <br />< <br />Z <br />Z <br />U.1 <br />Ln <br />12 <br />CY ti <br />d f15 <br />Itz <br />_j <br />< <br />< <br />z <br />00 <br />1171.4 <br />P� <br />z <br />z <br />0 <br />rn <br />r-4 <br />.0. <br />V) <br />§ <br />SCALE AS NOTED <br />DATE 10/29/2018 <br />TECH: MJAMES <br />VERSION No' 4mO <br />SHEET NO. <br />D1 <br />N <br />