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I I - I _--- 1' I 11 ! YY/L-1UU` "l"[111\VVV vv"L CROSS BRACING DETAIL (TYP.) 1 SCALE:NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A )P'A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS ---I' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE:NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 IL L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MIN. (4) IL WHEN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48„ SIMPSON HUC410 w/ (14) O.C. W/ (4) CENTERED AT 16d INTO HEADER & (1 FOR CANT. 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & ON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" N OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE RECOSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ''D ONLY WHEN 2x4 #2 SYP NAILER. NAIL 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 A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL7—PER ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C w/ (3)10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSOL COMMON B M . TO POST ATTACHMENT A AT 48 FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT " O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. F01 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR END C TRUSS THEN BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP T P OF AM ATTACH SECOND PLY MAX & EACH END ALTERNATE w/ (3) ROWS OF 16d CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. NAILS AT 24" O.C. A N DIAGONAL 2x8 #2 SPF RIDGE BEAM N AT 8'-0" WOOD SIMPSON LUS26 w/ (8) 10d NAILS MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON 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 THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COLUMN FLOOS SIZE &N FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR o COMMON TOENAILS TO TIE BEAM ADDITIONAL INFO. \ TYP. U.N.O. - - - 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. MASONRY 1/2" X 41/2" LAG SCREWS ATTACH - (IF PARALLEL SEE 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) r BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG14"MASONRY WALL o Q ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF rg DETAIL INTERIOR BEARING c 5„ PLAN FOR MORE INFO SCALE: NTS 3 f it'd jv SCALE:NTS COMMON BM. ATTACHMENTri8 o WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS OL VARIES - 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER ��dON OILS AT INFO.VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP 0 16" O.C. W/ 4 12d EXTERIOR SHEATHING INFO. O`'� COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS 3 TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON c TO TRUSS W/ 2 12d TOENAILS Q PLATE & (2) 12d END NAILING SCHEDULE ( ) STRUCTURAL SHEATHING MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END (BETWEEN TRUSSES NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL �' ATTACHED PER NAILING GABL BOTTOM CHORD PLATE MORE INFO. LOW ROOFMALL STUD) a SCHEDULE SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w/ _ - (22) 10d NAILS OR (2) 16d NAILS TO f SIMPSON MTS12 w/ (14) 10d x WOOD WALL - _ Z - SIMPSON MTS12 w/ BELOW @ 16" O.C. 11 TRUSS/OMMONG s 1 1/2" NAILS TO BLOCKING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP &BOTTOM - FLOOR G SEE PLAN 16d COMMONSNAIS EACH SHEOATH NG ATTACOHED BEOLOW @ 16"O CR STUD TYP. T&B PER NAILING SCHEDULE & -• MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO -- - a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD RTRUSS OOF SYSTEM TOP OF WALL PLATE BELOW - ----- -- _ _ _ - OORBOAM WALL BEAM BELOW: SIMPSON HTS20 w/ FLOORING SEE PLAN FOR 4 -0 O.C. TO GABLE TRUSS y SEE TRUSS PLAN a o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (24) 10d x 1 1/2 NAILS @ 4 0 O.C. ---- - 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. °L MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION Q COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END N EXTERIOR. WALL SECTION ENTRYr8N�CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: NTS SCALE:NTS SCALE: NTS SCALE: NTS SCALE:NTS DETAILS & SECTIONS zc') o zC) z Q nj V) U' (1) <„ a--+ w �U — 0 w v , ~ U1 M r- m F_ 006 �O 'O M ! 1 O LL c:) �!� o0000, m iZ ¢m m8. Qo N �O O (MVCD00 MN�z Z W w z W Z Q m`?� LL�N�o�,, m zU)E Q W lltt o o d� SE �� Q°�i Q O C 0�' . ' Fl- •'� ////,I 'TOFESS\p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ O �o fa w<Ixtr Zoo �oujw it T J W LL N Q z oo© n0 } U i Z F Z LU �--� (� Z O - 06 �a U = U) �0 F 0 c ci Vo J � N q Z Z Z $Nf- Z Z �--� J In lii ¢ LU Z Z U RaF W<g OT 1,0 z � ��S 0 (3)g z = SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. D1