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vvr — i vas lw +_wi I i i ♦v v v "� <br />CROSS BRACING DETAIL (TYP.)r1 <br />SCALE:NTS <br />ROOF <br />PLAN FSHEATHING <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 />SSES <br />(2) 12D NAILS —Y <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS E <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) 10d 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) 10d <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 10d <br />x 1 1/2" NAILS EACH - OR (2) <br />SIMPSON MSTAM36 w/ (7) 10d <br />& (4) 1/4"x2 1/4" TITENS EACH <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />2 MASONRY WALL 4 <br />SCALE:NTS <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 Hymm <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ ENTRY FRONT WALL s <br />SCALE:NTS <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE 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 EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />SEE PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 <br />w/ (12) 1Od NAILS <br />SIMPSON HUC410 w/ 4) <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />#2 SPF 48" O.C. W/ (4) <br />IT LANDS NEXT TO 2x8 BLOCKING NAILED @ <br />CENTERED AT 6d HEADER & (6) <br />SPLIT TO TIE <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />10d TOP & BOTTOM <br />PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER lOd INTO BEAM -SEE <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) (10) 8d NAILS <br />INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SIMPSON HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />SEE FLOOR PLAN CONNECTION INFO <br />FOR COLUMN SIZE <br />REQ'D ONLY WHEN <br />2x4 #2 SYP NAILER. NAIL <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />'k EVERY 3rd <br />&ADDITIONAL INFO. <br />SCHEDULE/PLAN INDICATED ON BM. <br />TO STUDS w/ (3) 16d AT <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />EACH STUD - TOENAIL <br />ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EACH TRUSS TO NAILER <br />SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />2x4 SPF 2 #7 3-1/2" <br />INDICATED ONBM <br />OPTION A <br />OPTION B CONNECTION INFO <br />OPTION C <br />w/ (3)10d <br />PER NAILING SCHEDULE <br />O.C. MAXIMUM. <br />(2) x <br />SCHEDULE/PLAN <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH <br />SEE 2ND FLOOR WALL SECTION <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />COMMON B M TO POST ATTACHMENT <br />rA <br />FOR ADDITIONAL INFORMATION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB B <br />FOR BEAM SIZE & <br />SCALE: 3/4"=1'-0" <br />IF 2x DOUBLE LEDGER, <br />5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A A <br />CENTER OF POST <br />w/ (4) 16d NAILS TO EA. <br />2X4 BLOCKING <br />SEE PLAN FOR <br />END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />TOP OF <br />AM <br />ATTACH SECOND PLY <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />w/ (3) ROWS OF 16d <br />DIRECTION TYP. A <br />0 <br />NAILS AT 24" O.C.10 <br />• <br />• <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD <br />SIMPSON LUS26 w/ (8)10d NAILS <br />MAX TRUSS iC 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 PLY TRUSS SIMPSON <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"O.C. MAX. w/ (3) 10d <br />CANTILEVER IF MTS18 w/ (14) <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM <br />SEE FLOOR PLAN FOR <br />INDICATED <br />10d NAILS <br />VERIFY WITH PLAN FOR <br />COLUMN SIZE & <br />TYP. U.N.O. <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />1/2" X 41/2" LAG SCREWS ATTACH <br />(IFLOCATION <br />PARALLEL SEE 2/D2 FOR <br />T & B CHORD STEEL OR WOOD <br />(WOOD COLUMN SHOWN) <br />LAG SCREWS INTO END OF EACH <br />BLOCKING <br />BLOCKING INFO) <br />BEARING SUPPORT <br />MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />°• <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />° <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />A —A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT <br />LOW ROOF g <br />SEE <br />FOUNDATION <br />tl <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />SCALE: NTS <br />3 <br />SCALE:NTS <br />COMMON B M . ATTACHMENT g <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE:NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />N <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />r <br />SCALE:NTS <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 R <br />SEE PLAN FOR <br />co <br />ATTACHED PER <br />ADDITIONAL <br />8d NAILS AT VALLEY TRUSS <br />NAILIS AT BASE & SIMPSON <br />i <br />3 <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ <br />OUTLOOKER <br />4" O.C. INFO. <br />SP2 w/ (12) 10d NAILS AT TOP <br />o, <br />16" O.C. W/ (4) 12d_ COMMON TRUSSES. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />INFO. <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP --I/�- SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />STRUCTURAL SHEATHING <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />ATTACHED PER NAILING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <br />2 12d NAILS TO EACH VERTICAL <br />( ) <br />SCHEDULE <br />BOTTOM CHORD PLATE <br />MORE INFO. <br />TRUSS <br />LOW ROOF/WALL <br />STUD) <br />SHEATHING ATTACHE <br />VARIES SEE PLAN <br />PER NAILING SCkCHED <br />HEDULE <br />E 2x BASE PLATE W/ 2 12d <br />( ) <br />Lo <br />cc <br />8 <br />OL VARIES <br />If FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />SIMPSON <br />�� <br />1/2 PLYWOOD <br />NAILS 16" O.C. ALONG W/ <br />@ <br />ROOFS 0/PE <br />LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />J <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />EACH COMMON <br />1 1/2" NAILS TO BLOCKING <br />9 <br />WOOD WAL—\ <br />L <br />MIN. 2x4 #2 SPF STUDS @ <br />SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS <br />TRUSS/ FRAMING <br />BELOW @ 16" O.C. <br />I <br />OR RUSS 2X4 CONT. W/ (2) <br />SEE PLAN 16d COMMONS <br />,�_ <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />TYP TOP & BOTTOM <br />o <br />NAILS EACH <br />; ' SHEATHING ATTACHED <br />1 BELOW @ 16" O.C. <br />xx <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />` <br />• MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO <br />HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />PLYWOOD <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL <br />4'-0" O.C. TO GABLE TRUSS <br />FLOORING <br />.20 <br />ROOF SYSTEM <br />TOP OF WALL <br />a <br />OR BEAM <br />• BEAM BELOW: SIMPSON HTS20 w/ <br />C <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />',. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />' <br />i <br />`P W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />• <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 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 16" O.C. MAX. <br />'' SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />°° <br />S H EAR TRANSFER <br />INFO. <br />SECTION @ FLOOR <br />FOR CONNECTION <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL 7 <br />SECTION ENTRY 8 <br />CONNECTION r22**�12 <br />SECTION AT <br />HIP GABLE <br />SECTION <br />BUMP OUT <br />0 <br />39 <br />SCALE:NTS <br />SCALE:NTS <br />SCALE:NTS <br />SCALE:NTS <br />SCALE:NTS <br />31 <br />DETAILS & SECTIONS <br />C9 <br />z� <br />z� <br />z <br />a <br />z <br />CD <br />Q) <br />Qc/') <br />C <br />4 -J LU <br />XfL'S <br />o <br />•U — <br />Ow <br />c <br />ZD <br />f— <br />U <br />W <br />M <br />m N <br />MCC <br />' ~ <br />O CO_ <br />LL00 <br />U <br />¢M <br />�g� <br />�Qo <br />Al I <br />BID. <br />N.C.B.D.0 <br />_ N N1O <br />.ti <br />N <br />0 M I r, A00 <br />NAZ W ,Z <br />n <br />LL t` Q [7.i <br />W <br />W <br />Z 0 C <br />rnc? <br />MeAN <br />aN< °a <br />LU <br />�• C1�a,>N C7 <br />f1. <br />' 4, �, R <br />U1 <br />40 <br />ROFESS\O <br />1/t/,�/111E! { Illttt��i <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 stiucturel 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 />W <br />za <br />H <br />U <br />1�7 Lu <br />O� <br />V N <br />Lu <br />� <br />W� <br />a <br />0 <br />z <br />oC <br />I—' <br />� <br />-p <br />�/ <br />7 -4 <br />LiJ <br />U) <br />v, <br />O j Z <br />o <br />Q <br />9� <br />r <br />H <br />0 <br />OP 8 <br />g1§� <br />L0 <br />z <br />W <br />Ln <br />LU <br />tii <br />62 <br />g�S <br />00 <br />Q <br />z <br />z <br />U. <br />�Z <br />N <br />Z <br />tS <br />m <br />° <br />� <br />00 <br />g <br />w <br />�Z <br />uj <br />x <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET N0. <br />D1 <br />