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1' 11 1 1 1 1 L 1 1 _ I V -- -LL, _�-'- r CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PLAN SHEATHING fi 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 TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. . '�7A TRUSS USSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B 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 MASONRY WALL 4 SCALE. NTS EXTERIOR 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 6 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 L. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SEE PLAN ( ) w/MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) IT LANDS NEXT TO #2 SPF 48" O.C. W/ 4 CENTERED AT FOR CANT. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE () 16d INTO HEADER & (6) 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 lOd 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 & 1 1/2" N HTS20 w/ (24) 10d x SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" 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 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 -TOENAIL 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" 'k OPTION A s INDICATED SCHEDULE/PLAN BM OPTION B CONNECTION INFO OPTION C. w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" 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 SIMPSONCOMMON B M . TO POST ATTACHMENTrA AT 48 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. pg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS A A (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. END OF TRUSS THEN 2X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY 3 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BffA_M MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A NAILS AT 24" O.C. c • v DIAGONAL 2x8 #2 SPF RIDGE BEAM -0 " WOOD SIMPSON LUS26 w/ (8)10d NAILS o 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 .t THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. - - 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 2X4 CONT. AT CONC. (IF PARALLEL SEE 2/D2 FOR MASONRY ADDITIONAL INFO. 1/2 X 41/2 LAG SCREWS ATTACH 0 (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH T & B CHORD STEEL OR WOOD i BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) �. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g PLAN FOR MORE INFO DETAIL @ INTERIOR BEARING 3 �, SCALE: NTS � WOOD TRUSS SCALE: NTS COMMON BM. ATTACHMENT 18 o A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS OIL 2x STUDS @ 16 O.C. VARIES z�r TJT� z " �� ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FORNAILS VALLEY TRUSS SP2 w/ 12 10d NAILS AT TOP A BASE & SIMPSON 8d NAILS AT � NAILING SCHEDULE ` OUTLOOKER 4" O.C. INFO. v ( } 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d �_ �- COMMON TRUSSES. � ATTACHED PER TOENAILS TO TOP -�- ��SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS 4 F EACH END (BETWEEN TRUSSES a, STRUCTURAL SHEATHING o NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR E ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. GABLE LOW ROOF/WALL STUD) NAILS TO EACH VERTICAL SCHEDULE TRUSS SHEATHING ATTACHED E PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d N VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ E _ VARIES W/ FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD - z ROOF SLOPE - o (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x EACH COMMON 1 1/2" NAILS TO BLOCKING SIMPSON MTS12 w/ BELOW @ 16" O.C. WOOD WALL 4 - TRUSS/ FRAMING �'I - MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS � OR TRUSS. 2X4 CONT. W/ (2) TYP TOP & BOTTOM CD T� 16" O.C. W/ EXTERIOR TO FLOOR GIRDER CD SEE PLAN 16d COMMONS ti r - o NAILS EACH y r SHEATHING ATTACHED BELOW @ 16" O.C. ~; STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO MASONRY WALL BELOW: SIMPSON as . " PLYWOOD HETA16 w/ 9 10d x 1 1/2 NAILS O @ FLOORING cal SEE PLAN FOR 4 PLATE BELOW _ MASONRY WALL , 4'-0" O.C. TO GABLE TRUSS _ TRUSS OR ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, ( 24) 10d x 1 1/2" NAILS @ 4'-0" O.C. --- o •� MIN. 2x4 #2 SYP P.T. PLATE 16„ FLOOR SYSTEM FLOOR GIRDER 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. CL MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE o 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 MANUF. SPECS FOR 16d NAILS AT EACH END N CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION r22 SECTION AT HIP GABLErl2SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS W DETAILS & SECTIONS , ro) �, �. U Z M - o z(0 z f � z v) CD � w •V — 0 w r- .� U o m N _ _ F-- EE Cl) �vMj v...,. ., _ O O o U_ °O U C o0 'o a ¢(M o o WU-j5.� Aa d B Do B o_ /r 14—njilf N �D --N f0 `� 00 v Q`g' Z LU c�N�Z L W Q �; � ; o� 0 _� is � m MEN!;l�,�6i ¢ �¢ o 't; SENG.0 T Li w U ` AlP �Q pR O F E S S\ O `l\\,� /It/,"tI(IIII!Il, kk\ ffi To the best of the Engineer's knowledge, infornatlon 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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Oz 0 �o oQ�o � ZU:�ED �co 8 Co z o r � O Qo C a ILL, �3 � U) 06 a U rl U) J�P . Opz F- Wo�� � AN �"� w z ` 2 � aI 1 ` d - a - W 'n Q 8E x zri w Ln w `�a212 =aZo J •--I LLI o '� a Iwz O Q Z Z � Z)NS Fo CD O Ok Z Q = rn ,-i n. U0 o SCALE : AS NOTED DATE : 5/16/2019 TECH: FFLORES VERSION NO. 4mO SHEET N0. D1