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3 <br />-o <br />C <br />x <br />0 <br />CV <br />rn <br />L0 <br />I <br />rn <br />1.0 <br />LO <br />CV <br />S <br />O <br />J <br />L0 <br />I <br />m <br />x <br />3 <br />Q <br />N <br />v <br />E <br />E <br />v <br />J <br />co <br />L.L. <br />In <br />0 <br />0 <br />i <br />U <br />i <br />z <br />N <br />I <br />Y <br />0 <br />0 <br />0 <br />m <br />N <br />00 <br />0 <br />0 <br />0 <br />d <br />m <br />0 <br />0 <br />0 <br />m <br />V) <br />11,-, \-1—., <br />CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <br />SEE ROOF <br />PLAN SHE <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 />3;7A TRUSS <br />(2) 2x8 #2 SYP w) <br />O.S.B. FLITCH Pt <br />TOP @ TRUSS B <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) 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 />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 />(2) SIMPSON HETA20 w/ (8) 10d EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />TYPICAL BLOCK x 1 1/2" NAILS EACH - OR (2) SCHEDULE 2x SPF #2 <br />:,K WALL SIMPSON MSTAM36 w/ (7) 10d <br />USSES GIP & (4) 1/4"x2 1/4" TITENS EACH AT 16" O.C. <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <br />TIE BEAM <br />BEAM a@ RAISED ENTRY <br />MASONRY WALL 4 <br />SCALE:NTS <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL a" ENTRY FRONT WALL <br />SCALE:NTS <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />SIMPSON LSTA18 <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. I. <br />TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SEE PLAN <br />( w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. <br />2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER lOd INTO BEAM -SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />71/ <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED F 11 COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />AK SEE FLOOR PLAN CONNECTION INFO REC'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16"REQ'D <br />OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A SCHEDULE/PLAN DICATEDNBM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION <br />NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTKA FOR ADDITIONAL INFORMATION <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN - ,- <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4„0„ IF 2x DOUBLE LEDGER, <br />BM. SPLICE OVER <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS ATTACH FIRST PLY <br />CONNECTION INFO. CENTER OF POST w/ (4) 16d NAILS TO EA. <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) <br />PRE-ENG. TRUSS A A END OF TRUSS THEN <br />2X4 BLOCKING SEE PLAN FOR <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM ATTACH SECOND PLY <br />2X4 DIAGONAL AT 8'-0" O.C. <br />w/ (3) ROWS OF 16d <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP, <br />DIRECTION TYP. A NAILS AT 24" O.C. • <br />DIAGONAL----2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY 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 />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR <br />COLUMN SIZE & \ 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. - TYP. U.N.O. - 1/2" X 4 1/2" LAG SCREWS ATTACH <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BILOCKINGINFO) E 2/D2 FOR <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g <br />DETAIL a@ INTERIOR BEARING 3 5" PLAN FOR MORE INFO SCALE:NTS <br />SCALE:NTS COMMON B M . ATTACHMENT g <br />WOOD TRUSS <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE:NTS <br />OIL VARIES, - 2x STUDS @ 16" O.C. <br />/�(� ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER ADDITIONAL <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON <br />r 4 O.C. INFO. , SP2 w/ 12 10d NAILS AT TOP <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. <br />16" O.C. W/ (4) 12d _I/L_ �- COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSONNAILING SCHEDULE r TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS ( ) <br />ATTACHED PER NAILING BOTTOM CHORD SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL <br />PLATE MORE INFO. GABLES LOW ROOFfWALL STUD) <br />SCHEDULE r TRUSS SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN <br />VARIES W! - FOR WALL LOCATION 2x4 BASE PLATE W/ j NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE SIMPSON LSTA30 w/ 1/2 PLYWOOD - SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO <br />11 z z EACH COMMON `- 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ s� BELOW @ 16 O.C. <br />OR OD WALL-\ 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ r (14) 10TRUSS/ FRAMING <br />TRUSS.d x 1 1/2" NAILS TYP TOP &BOTTOM <br />SEE PLAN 16d COMMONS �� 16 O.C. W/ EXTERIOR I TO FLOOR GIRDER <br />NAILS EACH 1 SHEATHING ATTACHED BELOW 16" O.C. a j" 'rr Estz <br />PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />STUD TYP. T&B <br />(3) 12d TOENAILS TO - <br />° HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />SEE PLAN FOR PLATE BELOW MASONRY WALL � I i <br />TRUSS OR - 4'-0" O.C. TO GABLE TRUSS - s FLOORING <br />ROOF SYSTEM TOP OF WALL ; OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ <br />-- <br />MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4iq. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />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 />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a 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 />CONNECTIONS TO G.T. <br />EXTERIOR. WALL � SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NITS SCALE: NTS ��j <br />DETAILS & SECTIONS <br />\ n r r , <br />li <br />c� <br />z M <br />o <br />z�z <br />¢ <br />a <br />V) CD <br />Q) <br />N <br />4--+ Lu <br />C� o <br />•0 <br />w <br />o <br />U <br />°p <br />m <br />LU <br />— U <br />N M <br />N 7S f7 <br />, Sdo <br />00o <br />if <br />U <br />o <br />¢ m <br />C a o <br />&:s <br />�a o <br />" <br />N .D <br />c# 00 <br />�oN <br />o -' 6 <br />Z W z <br />Yc,�j a�o9Z a. z <br />I� 0 a <br />F <br />Ate/ <br />_j <br />all N N <br />W � ' z a <br />Z �Nm 3 <br />z <br />¢� <br />s <br />IUL ZQ�rn� <br />�Mw o <br />a <br />W N t c43 j p� O <br />O <br />\ <br />LA <br />J� <br />z <br />'0 <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 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 />00 Z <br />0 <br />Ln <br />Uo <br />UJ <br />w¢rr� <br />Uz00 <br />Z <br />Lu <br />�owZ <br />C - J <br />L�� <br />N <br />U{y LL <br />t Crw O <br />r ) <br />z <br />L <br />z <br />O <br />>o <br />Ez <br />F— <br />ZO <br />5 <br />DC <br />�\ <br />z <br />Q <br />U <br />43: <br />W <br />I� <br />z <br />"a <br />v <br />z <br />W <br />U <br />`J <br />Ln <br />U) <br />J <br />Lu <br />�Yr <br />— / <br />LU <br />Q J <br />*� <br />N <br />Z <br />L�W <br />z <br />z <br />b'0 <br />Lu a <br />w <br />w <br />`= <br />� <br />F¢- Y O <br />OD <br />Q <br />z <br />gQz <br />z <br />aJ 9xo <br />Vn <br />z <br />L11 <br />z <br />o� <br />x <br />.—i <br />a <br />cn <br />E <br />SCALE : AS NOTED <br />DATE : 7/26/2019 <br />TECH: FMALDONADO <br />VERSION NO. 5ol <br />SHEET NO. <br />D1 <br />