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CROSS BRACING DETAIL (TYP.)_ <br />SCALE: NTS <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 <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-7 <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 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE DIRECTION TYP. —\ A A <br />A <br />♦1r/ L-Ivu `W LL!\Vr r r r\V VV •V L-LJ <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 w/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 w/ (24) 10d x <br />1 1/2" NAILS EACH <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />SEE ROOF <br />PLAN SHEATHING <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 />N TRUSS <br />2 <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: NTS <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <br />10d TOP & BOTTOM <br />OR SIMPSON H2.5A w/ <br />(10) 8d NAILS <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 />SIMPSON LSTA18 <br />w/ (12) 10d NAILS <br />CENTERED AT <br />SPLIT TO TIE <br />BEAMS TOGETHEF <br />SEE FLOOR PLAN <br />FOR COLUMN SIZI <br />& ADDITIONAL INFI <br />HIP <br />G.T <br />(2) 2x8 #2 SYP wj <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: 1/2" = V-0" <br />SIMPSON HUC410 w/ (14) <br />SEE PLANFOR CANT. <br />16d INTO HEADER & (6) <br />10d INTO BEAM - SEE <br />ROOF PLAN FOR MORE <br />i <br />INFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />INDICATED ON BM. <br />FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A INDICATED ON <br />SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />COMMON BM. TO POST ATTACHMENT <br />A � A <br />SEE PLAN FOR <br />SCALE: 3/4"=1'-0" <br />BM. SPLICE OVER <br />CENTER OF POST <br />i � <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 />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 a@ ENTRY FRONT WALL <br />SCALE. 1/2 = 1-0 <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)10d 7—PER NAILING SCHEDULE <br />/ I SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD � SIMPSO LUS26 wl (8) 10d NAILS <br />MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 P Y TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN <br />o THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATED MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM COLUMN SIZE & 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR <br />U'j2X4 CONT. AT CONC. MASONRY TYP. U.N.O. LOCATION AND DIRECTION <br />ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER n SEE FOUNDATION SECTION AT LOW ROOF 9 <br />m PLAN FOR MORE INFO <br />DETAIL @ INTERIOR BEARING 3 X5" SCALE: NTS V <br />WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT �18 <br />A <br />c PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS <br />o SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: NTS <br />7 VARIES 2x STUDS @ 16" O.C. <br />�7 ram' Ley , , ,T' �n ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d <br />0 <br />ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. <br />0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER ir � 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE = TO TRUSS W/ (2) 12d TOENAILS <br />a PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES <br />co STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD GABL <br />S. SCHEDULE PLATE MORE INFO. TRUSS STUD) <br />LOW ALL <br />E - SHEATHING ATTACHED <br />VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />- - 2x4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ <br />OIL VARIES W/ FOR WALL LOCATION 1/2" PLYWOOD y @ <br />ROOF SLOPE SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR (2) 16d NAILS TO f SIMPSON MTS12 w/ (14) 10d x <br />`- EACH COMMON >'y _ 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ r= `� <br />BELOW 16" O.C. <br />WOOD WALL - - TRUSS/ FRAMING @ <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS <br />TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER ' <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. .4 r r <br />STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO a. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD <br />SEE PLAN FOR PLATE BELOW _ - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING <br />TRUSS OR TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ <br />ROOF SYSTEM r <br />-! SEE TRUSS PLAN <br />Q MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER 4. (24) 10d x 1 1/2 NAILS @ 4 -0 O.C. <br />i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR , TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />a' MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. �' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. SECTION FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />o CONNECTIONS TO G.T. <br />EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION(*�22SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 <br />SCALE: 3/4" = 77, SCALE: 3/4" = V-0" SCALE: NTS SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" <br />31 DETAILS & SECTIONS <br />z':'® <br />z0. <br />z <br />a <br />4✓ w <br />Ca o <br />�V - <br />O w <br />CID <br />v <br />—V, <br />'® <br />m N <br />- <br />oo$ <br />U <br />s <br />�Qo <br />O <br />�Np <br />Vt <br />O N <br />O O e. ZO <br />�ts-' z° <br />N LL Lij me <br />LU w <br />W — LL a <br />CD <br />i <br />° <br />LL LULU <br />"~ Q` SE .l <br />v ° % ✓ 4�' <br />LU <br />W <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />f <br />01 U <br />0 <br />01�2. <br />� <br />00-1 <br />a <br />Z <br />O <br />� <br />z <br />"a <br />N <br />N.,000 <br />11�1O <br />U <br />LLj <br />cn <br />O <br />d- <br />0 <br />W <br />N <br />C/) <br />o <br />M <br />Q <br />1915 <br />' <br />J <br />LL <br />C) <br />ZIn <br />N <br />z <br />z~ <br />*h <br />m <br />�. <br />z <br />W <br />LU <br />NS <br />O <br />� <br />0- <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSIONNO, <br />4.1 <br />SHEETNO. <br />D1 <br />