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C" <br />0 <br />u7 <br />N <br />i <br />M <br />0 <br />0 <br />M <br />0 <br />M <br />J <br />N <br />21 E <br />CROSS BRACING DETAIL (TYP.)- <br />SCALE:NTS <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 />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />SSES <br />(2) 12D NAILS —1" <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 E <br />U.N.O. ON ROOF <br />PLAN <br />TYPIC <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 4 <br />SCALE.NTS <br />EXTERIOR <br />ATTACHED <br />SCHEDULE <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 />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL ENTRY FRONT WALL s <br />SCALE: NTS <br />TRUSS NOTES: TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED SIMPSON LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SIMPSON HUC410 w/ (14) <br />L.SEE PLAN <br />IT LANDS NEXT TO CENTERED AT FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) 16d INTO HEADER & (6) <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 AILS BEAMS TO 1Od INTO BEAM - SEE <br />EACH SIDE w/ (3) 12d N <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED 2 OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD (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 />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN LCONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE FOR COLUMN SIZE INDICATED L BM. TO STUDS W/ (3) 16d AT <br />EVERY.3rd &ADDITIONAL INFO. SCHEDULE/PLAN <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD - TOENAIL ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER 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 INDICATED ON <br />SC EDU E/PLANM 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 />WOOD SCREW EACH SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT rA <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"=1'-0" IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BM. sPUCE OVER <br />BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. <br />2X4 BLOCKING END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AIVV� w/ (3) ROWS OF 16d <br />DIRECTION TYP. —� NAILS AT 24" O.C. <br />MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. • <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 />/ ROOF SYSTEM <br />SHEAR TRANSFER <br />CN <br />EXTERIOR. WALL r7 <br />r <br />SCALE: NTS <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS <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 <br />SCALE: NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />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 />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 />r <br />°. <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />o <br />16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY <br />8 <br />SCALE: NTS <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 />PLAN FOR MORE INFO <br />5" <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 r2�2)li, <br />SCALE NTS <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />TRUSS <br />iIPAaWA fole7t <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: SIMP80N <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 />a COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj_2� <br />SCALE: NTS <br />SIMPSON LUS26 W/ (8) 10d NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 W/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN <br />LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (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/—' L (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ BUMP OUT 39 <br />SCALE: NTS <br />DETAILS &SECTIONS <br />0 <br />Z M <br />_ o <br />z° <br />z� <br />Q <br />13 <br />U, z <br />cn (D <br />QJ �„ <br />'f--J W <br />( o <br />�V — <br />p "' <br />c <br />ZD <br />F <br />0 <br />.� U <br />M <br />�� <br />m N <br />W <br />� E <br />8 <br />e) M <br />Cn M <br />8 <br />_ <br />N <br />0 00 <br />�"� <br />U <br />co <br />Q D) <br />fn <br />O v <br />0)a o <br />81D.1 <br />N �O <br />O V N <br />O M C � 00 <br />�e z° <br />W <br />.E; <br />- y _a- G <br />W <br />2 4 <br />10N <br />O Q <br />V to co 1.5 � W <br />Nf <br />E�_ <br />LL LU aggqqk' 31fP � <br />e <br />.CUM i Y Ej <br />�\ <br />J <br />0e� <br />E`er <br />p;' 0 F r <br />�a <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 />LE NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Z <br />H <br />o <br />Wax <br />O�z80 <br />OOf0 <br />aoZ <br />an x a <br />O <br />OW���.....N <br />WO <br />im <br />Zo <br />U <br />} U <br />�Z <br />w <br />a <br />vco <br />cra.G <br />z <br />h <br />O <br />�, <br />y <br />V <br />_j <br />J <br />Z <br />a <br />�W <br />N <br />M <br />¢ <br />w <br />w <br />Q� <br />o <br />Q <br />2 <br />N <br />zaz:� <br />1� <br />.�W. <br />Qa�R <br />2o,o <br />z00 <br />Z <br />N <br />' z 00, <br />J <br />T"I <br />W <br />Q <br />W <br />z <br />azo <br />gao <br />z <br />Ln <br />N <br />Z <br />,a� z <br />m <br />Ck <br /><- <br />= <br />o <br />a uj <br />,--� <br />a <br />ul <br />o <br />SCALE: AS NOTED <br />DATE : 4/5/2019 <br />TECH: JBERCHAL <br />VERSION NO• 42 <br />SHEET NO. <br />D1 <br />i <br />:= <br />