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VVI r-- I UU �w L-r-%%,[ I I VVL-U CROSS BRACING DETAIL (TYP.) SCALE:NTS Si ROOF SHEATHING P�AN E 'lu AN SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN T RUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ��A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w) O.S.B. FLITCH P1 TOP @ TRUSS E3 U.N.C. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 1 Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 44 w/ (2) 1 Od 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 MASONRY WALL r4 SCALE:NTS EXTERICi ATTACHED SCHEDULE 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 2x SPF #2 AT 16" O.C. ------BUILDER FRAME RADIUS AS REQUIRED KNEEWALL "' ENTRY FRONT WALL QU—) SCALE: NTS TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. L.SEE PLAN L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 wl (12) 1 Od NAILS SIMPSON HUC41 0 w/ (14) 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) — I FOR CANT.1 INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 1 Od INTO BEAM - SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER 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 & SIMPSON HTS20 wl (24) 1 Od x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH 7 SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED -L L r— —COLUMN SIZE & BASE OSB 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 A-V A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. --I t. /—COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS wl (3) 16d AT 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd & ADDITIONAL INFO. _::7��7/116" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE& BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0'. OPTION A INDICATED ON BM. OPTION B CONNECTION INFO OPTION C w/ (3) 1 Old PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SCHEDULE/PLAN SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB---_ TRUSS OR SIMPSON 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS COMMON BM. TO POST ATTACHMENT KA DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT B AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB_�r 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. ATTACH FIRST PLY 1�3 CEN'TER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A �� A w/ (4) 16d NAILS TO EA. N 2X4 BLOCKING I z SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP --/ WNS�� TOP OF BEAM ATTACH SECOND PLY MAX & EACH END ALTERNATE w/ (3) ROWS OF 16d CHORD AT ALL HAND FRAMED AREAS TYP. NAILS AT 24" O.C. DIRECTION TYP. A A. T F 0 DIAGONA 2x8 #2 SPF RIDGE BEAM AT 8'-0" -----�-WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS1 8 w/ (14) OR IF 2 PLY TRUSS SIMPSON V) 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 LO THAN 4FT @ 2'-O"O.C. MAX. wl (3) 1 Od CANTILEVER IF MTS1 8 w/ (14) LEDGER AND J/S6 FOR MORE INFO. CD c1_1 COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 1 Od NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION LO C'4 C14 2X4 CONT. CONC.MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR !�2 04 T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24' O.C. MAX. (AT BLOCKING INFO) co 72; BEARING SUPPORT EACH SIDE OF G.T. INSTALL (4) LA G MASONRY WALL I 00 1 1 SCREWS EACH SIDE) (TYPICAL) �_l E5 A -A ALTERNATE BLOCKING CORNER 4 SECTION AT LOW ROOF ( 9 _< � L I // I U � I H � I I I] '_ SEE FOUNDATION I &*1 PLAN FOR MORE INFO SCALE: NTS 511 DETAIL @ INTERIOR BEARING 0 TRUSS J SCALE:NTS COMMON BM. ATTACHMENT A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:NTS LO C> SUPPORT WHERE TRUSS DEPTH EXCEEDS TVID XA/r)nr) TQ1 Illi P1 nr:TAII STANDARD HEEL HEIGHT C14 f.0 SCALE:NTS CC I I I �2 i VARIES ...... 2x STUDS @ 16" O.C. 0 -0 CC, x X '—ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR 1AF_ w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL Id NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO. SP2 w/ (12) 1 Od NAILS AT TOP :F EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS wl SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS —STRUCTURAL SHEATHING PLATE & (2) 12d END M IN. (2) 2x4 ,14 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES C) ATTACHED PER NAILING NAILS TO TRUSS SPFTOP INFORMATION. AT BASE SEE J/S6 FOR L GABL I-A100 LOW ROOF/WAL (2) 12d NAILS TO EACH VERTICAL STUD) SCHEDULE BOTTOM CHORD PLATE MORE INFO. TRUSS SHEATHING ATTACHE E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ gkVARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD ILS 16" O.C. ALONG E 0 ROOF SLOPE �V SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 1 Old x X (22) 1 Od NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING 0 WOOD WALL-\ SIMPSON MTS12 w/ EACH COMMON BELOW @ 16" O.C. 9 ca OR TRUSS. �--2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ xx (14) 1 Od x 1 1/2" NAILS TRUSS/ FRAMING TYP TOP & BOTTOM LL SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER E2 NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. -0. 0 STUD TYP. T&B I PER NAILING SCHEDULE & * MASONRY WALL BELOW: SIMPSON PLYWOOD 15 0 (3) 12d TOENAILS TO HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ FLOORING TRUSS OR OIL SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS co ROOF SYSTEM TOP OF WALL OR BEAM BEAM BELOW: SIMPSON HTS20 w/ 1 �::'��MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. /41' I Z(2) W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR A TO GABLE TRUSS LOW ROOF TRUSS W/ 2x6 BLOCKI NG UNDER G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION 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) �0_ SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END C> C14 C> EXTERIOR. WALL SECTION @ ENTRY CONNECTION r22N� SECTION AT HIP GABLE CONNECTIONS TO G.T. SECTION @ BUMP OUTK'39N� SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTION NWJ V, CD Z 0 LU f2:f E ru p C.IU aim -0 co .= CN 2 C> 15 6 usi';0 34 0 tm 0 34 ir- W 1:1. CS ur, < ci A I 8 D. 4t C5. z LU 4 12! Z 0 U) 04 CID C? U) cg E 91 z a) Z:� LLM :9 . IN �z r� 0 0 L) WWW.FDSENCj%q@M to'_[] El . %; ... .... it % "k 'eA CD CA� C' 7z < 0 WO z- 10 FLO 4f 0' fill 11 wk'10%111� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing L E NAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com 0 z z < LU c' 0 0 uj U =1 Z cf) a w Z co M Lu Z e -ft4 0 t V) CL z z 0 �E U 7: 0 z z _0 11"i U) F- W z IS < Lu U U-) rq CIO < F_ LU * x LL, g 8�2� . F- 0 �U_ - 00 'U -0 z < 121 Lr) cg Id z Z 17*4 rN pbu-0 c-, '5 20: 1 Uj Lf) di < E� z '0' < 8 < - z 8 C- �� z < 117114 au') 0 z Z LIJ o z ILE, 0 x rn T-4 li 1 0 SCALE AS NOTED DATE 10/2/2018 TECH: M)AMES VERSION No' 4v2 SHEET NO. D1 F_ i [I _'Al ll[_� TAi