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CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />BLOCKING <br />X-BRACING - 2x4 SPF OR SYP <br />w/ 2-16d @ EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP.)r 1 � <br />SCALE:NTS <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 />�A TRUSS <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 44 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 />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 />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 6 <br />SCALE: 1/2" = 1'-0" <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) 10d NAILS SIMPSON HUC410 w/ (14) <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 <br />SPLIT TO TIE 16d INTO HEADER & (6) <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 />PRE-ENG. TRUSS <br />EACH SIDE w/ OR TOP & BOTTOM <br />NAILS OR SIMPSON H2.5A w/ <br />10d INTO BEAM -SEE <br />BEAMS TOGETHER ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />E w/ <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/i6" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />TIE <br />COLLAR TIE <br />SEE FLOOR PLAN LCONNECTION INFO <br />FOR COLUMN SIZE <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />2x4 #2 SYP NAILER. NAIL <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 />EVERY <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />TO STUDS w/ (3) 16d AT <br />EACH STUD -TOENAIL <br />ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <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 />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 />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />S <br />SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED <br />w/ (3) 12d <br />TRUSS OR SIMPSON <br />FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB H2.5A w/ (10) 8d NAILS <br />COMMON B M TO POST ATTACHMENTrAN� <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />Tg 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"=V-0" <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />CENTER OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A A <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />TOP F gm — <br />z <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A <br />• <br />c <br />v <br />• <br />• <br />DIAGONAL „k 2x8 #2 SPF RIDGE BEAM <br />N <br />AT 8'-0" WOOD <br />SIMPSO LUS26 w/ (8)10d NAILS <br />o <br />MAX TRUSS •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 P Y 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 />CANT. 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 10d NAILS <br />VERIFY WITH PLAN FOR <br />COLUMN SIZE & <br />TYP. U.N.O. <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />`V <br />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />1/2" X 41/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 2/D2 FOR <br />T & B CHORD <br />(WOOD COLUMN SHOWN) <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />gEaR 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 />Q <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />A —A ALTERNATE BLOCKING <br />CORNER <br />SECTION AT <br />LOW ROOF rg <br />SEE <br />FOUNDATION <br />DETAIL @ INTERIOR BEARING <br />PLAN FOR MORE INFO <br />SCALE: NTS <br />v <br />3 <br />SCALE: NTS <br />COMMON B M . ATTACHMENT 18 <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 />SCALE: NTS <br />OIL VARIES <br />2x STUDS @ 16" O.C. <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 />8d <br />NAILS AT VALLEY TRUSS <br />NAILS AT BASE & SIMPSON <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />OUTLOOKER 4" <br />O.C. INFO. <br />SP2 w/ (12) 10d NAILS AT TOP <br />EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />all:TOENAILS <br />TO TOP SEE TRUSS PLAN <br />PLATE 12d END <br />2X4 STUDS w/ SIMPSON NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />Q <br />STRUCTURAL SHEATHING <br />& (2) 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 />BOTTOM CHORD <br />AT BASE SEE J/S6 FOR <br />GABL <br />LOW ROOF/WALL <br />(2) 12d NAILS TO EACH VERTICAL <br />E <br />SCHEDULE <br />PLATE <br />MORE INFO. <br />TRUSS <br />STUD) <br />SHEATHING ATTACHED <br />VARIES SEE PLAN <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />E <br />VARIES W/ <br />FOR WALL LOCATION <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS 16" O.C. ALONG W/ <br />�° <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />1 1/2" NAILS TO BLOCKING <br />g <br />= <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />�� <br />EACH COMMON <br />TRUSS/ FRAMING <br />BELOW @ 16" O.C. <br />OR TRUSS. 2X4 CONT. W/ (2) <br />MIN. 2X4 #2 SPF STUDS @ <br />(14) 10d x 1 1/2 NAILS <br />TYp TOP &BOTTOM <br />EE <br />SEE PLAN 16d COMMONS <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />. <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />PLATE BELOW <br />e� <br />HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />FLOORING <br />`g <br />TRUSS OR <br />SEE PLAN FOR <br />MASONRY WALL <br />4'-0" O.C. TO GABLE TRUSS <br />y <br />ROOF SYSTEM <br />TOP OF WALL ; <br />OR BEAM <br />. BEAM BELOW: SIMPSON HTS20 w/ <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 />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />A. <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />CL <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 />�' <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER <br />INFO. •� <br />SECTION @ FLOOR <br />FOR CONNECTION <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />N <br />EXTERIOR. WALL <br />SECTION ENTRY 8 <br />CONNECTION 22 <br />SECTION AT HIP GABLE <br />SECTION @ <br />BUMP OUT �39 <br />12 <br />SCALE: 3/4" = V-0" <br />SCALE: 3/4" = 1'-0" <br />SCALE: NTS <br />SCALE: 3/4" = 1'-0" <br />SCALE: 3/4"=V-0" <br />E2 <br />31 <br />DETAILS & SECTIONS <br />zg <br />z� <br />Q <br />J <br />V) 0 <br />Ik_ja.) <br />•V — <br />Qw <br />= <br />e <br />V, <br />U <br />'® _ $ <br />m <br />o <br />C <br />rz Y <br />) <br />¢� <br />XQo <br />ED. <br />NN C� <br />a <br />,11� <br />N •O <br />v N <br />Z Lu <br />U) Nii^�•-- W <br />a: <br />W iv: oW. <br />10Z V ¢ �� <br />o <br />H °' x <br />� � � m <br />LL Z to��' a <br />IW <br />O v V O <br />��`\\` �RD W <br />ro <br />Q : h� cFw <br />U <br />R O F E <br />//� <br />fllllll i I I!!N`\ <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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />W <br />z¢ <br />2 11 <br />O�zw <br />J <br />W <br />M2ff a <br />VO4 <br />m Z ® <br />s� <br />L <br />N <br />Z <br />z <br />z8 <br />iR <br />�'� <br />0 <br />W <br />N <br />O <br />� <br />-1LU <br />V <br />= <br />`� <br />0 <br />�PLU <br />J <br />g <br />IN <br />rid <br />� <br />Z <br />J <br />111 <br />�j <br />r-1 <br />ui <br />Q <br />Z <br />I; <br />N <br />Z <br />t <br />z <br />08 <br />m <br />O� <br />06 <br />g <br />LV <br />T <br />o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />D1 <br />