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CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <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— <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 20'1 <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 />am <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />MAX & EACH END ALTERNATE , <br />DIRECTION TYP. —� <br />I <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 />VARIES W/ <br />ROOF SLOPE <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />TRUSS OR <br />/ <br />/ ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE:NTS <br />DIAGONAL - <br />AT 8'-011 <br />MAX <br />CB <br />DB- <br />VV/ G- I Vu ` L-r%%-i 1 I RVJJ YV I-L; <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 />VITT Fn 14 <br />TB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TRUSS <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 />C OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />USSES <br />(2) 12D NAILS —� <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r2 <br />SCALE:NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS 8 <br />U.N.O. ON ROOF <br />PLAN <br />TYP IC <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 />MASONRY WALL <br />SCALE:NTS <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLANL. <br />SIMPSON HUC410!14 <br />#2 SPF 48" O.C. W/ (4) CENTERED AT w() FOR CANT. <br />SPLIT TO TIE 16d INTO HEADER & (6) <br />10d TOP &BOTTOM 10d INTO BEAM - SEE <br />OR SIMPSON H2.5A w/ BEAMS TOGETHER 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'-0"0.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO TIE BEAM <br />2X4 CONT. AT—/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ INTERIOR BEARING 3 <br />SCALE:NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OL VARIES <br />ROOF SHEATHING <br />ATTACHED PER <br />2X4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />16" O.C. W/ (4) 12d <br />COMMON TRUSSES. <br />TOENAILS TO TOP <br />SEE TRUSS PLAN <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />MIN. (2) 2x4 <br />SPF TOP <br />FOR CONNECTION <br />INFORMATION, <br />BOTTOM CHORD <br />PLATE <br />VARIES SEE PLAN <br />FOR WALL LOCATION <br />___A <br />1 il <br />—MIN. 2x4 #2 SPF STUDS @ <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 />; <br />MIN. 2X4 #2 SYP P.T. PLATE <br />4 <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />p <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY <br />8 <br />SCALE:NTS <br />7 <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN <br />FOR COLUMN SIZE INDICATED ON BM. <br />& ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION A SC EDUEPLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT A <br />SEE ROOF PLAN <br />FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />CONNECTION INFO. BM. SPLICE OVER <br />CL� CENTER OF POST <br />A A ., <br />I SEE PLAN FOR <br />SIMPSON MTS18 w/ (14) <br />10d NAILS TYP. U.N.O. SEE PLAN FOR <br />CANTILEVER IF <br />SEE FLOOR PLAN FOR INDICATED <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />CORNER - SEE FOUNDATION <br />° 5" PLAN FOR MORE INFO <br />�X <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) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />(14) 10d 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 r22"IIIIIIIIIIIIIIII'lI, <br />SCALE:NTS <br />SEE 1 /S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />[— SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />`—• MASONRY WALL BELOW: SIMPSON <br />°.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />• : TO GABLE TRUSS <br />COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <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 TEI <br />ATTACHED PER NAILING <br />SCHEDULE U ju 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL ENTRY FRONT WALL 6 <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) 10d 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 />• <br />• <br />• <br />SIMPSON LUS26 w/ (8) 10d NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 w/ (8)16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />1/2" X 41/2" LAG SCREWS ATTACH <br />LAG SCREWS INTO END OF EACH <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />VERIFY WITH PLAN FOR <br />LOCATION AND DIRECTION <br />(IF PARALLEL SEE 2/D2 FOR <br />BLOCKING INFO) <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />SECTION AT LOW ROOF rg <br />SCALE:NTS <br />LOW ROOF/WALL { <br />SHEATHING ATTACHED\ <br />PER NAILING SCHEDULE <br />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d 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 />L (2) 2x6 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 OUT �39 <br />SCALE:NTS <br />111'� <br />DETAILS &SECTIONS <br />i. <br />`:/ <br />Z co_ o <br />z8 <br />z <br />a <br />cn C7 <br />� W <br />CID 0 <br />•V — <br />0 w <br />01- <br />T <br />E <br />CD N <br />E <br />m co <br />_ <br />000 <br />.c � co <br />U <br />Y <br />¢m <br />co <br />O Y fz <br />�g� <br />gad <br />A _1_ <br />B D. <br />'W <br />� N <br />V 7 00 <br />v ItA <br />Z W <br />N <br />� <br />LU �'" a <br />Q.�LL <br />imm W p E °= <br />Z Vfa�? 'm <br />\ o\`\\www� x0G c <br />G__ '• r <br />INS <br />6••'••;� <br />0� <br />eQ•v <br />� <br />�O OQ• <br />=U <br />c <br />�OF E S S 1 O� P��\���\` <br />I IIt114101111 <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. 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 />ez <br />Uj <br />2a <br />I_ <br />W Q C (r <br />U Z O U <br />0 <br />Z w K <br />�o2 <br />J <br />O2�o <br />C <br />U <br />cu <br />/ <br />O <br />-� z <br />> <br />0 <br />1O <br />R <br />r1 <br />F— <br />z <br />c <br />g <br />V <br />W <br />cu <br />'0 <br />C <br />z <br />�� <br />J W <br />uj <br />U <br />= <br />U) <br />J <br />uj <br />8LL <br />w.R o <br />i <br />� <br />L1J <br />V K <br />02 <br />o <br />{� <br />f V's <br />J <br />z a gg <br />W Q <br />Q <br />Imo„ <br />I� E <br />a <br />Z <br />J <br />r-# <br />Uj <br />oox !2 <br />Q zWY o <br />r�--1-� <br />UJI <br />Q <br />2: <br />Z <br />R U <br />oo <br />CD <br />. <br />Ln <br />Z Z <br />=Zo <br />ao <br />m01 <br />00 <br />g <br />= <br />a <br />SCALE: AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />D1 <br />