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Cr <br />T5 <br />Zz <br />LO <br />co <br />�v I I I 1� vv"w <br />CROSS BRACING DETAIL (TYP.)r <br />SCALE:NTS <br />ROOF <br />SEE SHEATHING <br />PLAN <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />E <br />NI SHI <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 />TRUSS <br />N <br />USSES <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL r-2 <br />SCALE:NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP@ TRUSS13 <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) 1 Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 1 Od <br />NAILS TO BEAM <br />SUPPORT COLUMN BUILT-UP <br />(2) 2x4's OR 4x4 w/ (2) 1 Od <br />NAILS @ 8" O.C. EACH PLY <br />(SHOWN AS 4 x 4) <br />(2) SIMPSON HETA20 w/ (8) 1 Od <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 />10:97.14-110T, <br />BEAM @ RAISED ENTRY <br />MASONRY WALL r4 <br />SCALE:NTS k <br />TRUSS NOTES: <br />TYP. HAND FRAMING ABOVE TRUSS <br />1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />CONV. FRAMED RIDGE <br />MAY BE NAILED <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ M IN. (4) 12d WHEN <br />VERTICAL SCAB 2 x 6 <br />w/ (12) 10d NAILS <br />SIMPSON HUC41 0 w/ (14) <br />ISEE PLAN L. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />#2 SPF 4 8" O.C. W/ (4) <br />CENTERED AT <br />16d INTO HEADER & (6) <br />1 FOR CANT.1 <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS <br />2x8 BLOCKING NAILED @ <br />1 Od TOP & BOTTOM <br />SPLIT TO TIE <br />— <br />1 Od INTO BEAM - SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />EACH SIDE w/ (3) 12d NAILS <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) <br />A. <br />(10) 8d NAILS <br />INFO <br />S: <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SIMPSON HTS20 w/ (24) 1 Od x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />T7/1 <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />I <br />COLUMN SIZE& BASE <br />OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />/—COLLAR T I E <br />FOR COLUMN SIZE <br />����7/16" <br />INDICATED ON BM. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />OSB FLITCH PLATE SEE FLOOR PLAN FOJR <br />SCHEDULE/PLAN <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <br />REQ'D ONLY WHEN 'IZE & BASE <br />COLUMN S <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />2x4 2 <br />INDICATED ON BM. CONNECTION INFO _ <br />OPTION A OPTION B <br />OPTION C <br />O.C. MAXIMUM. <br />SPF (2) #7 x 3-1/2" <br />SCHEDULE/PLAN <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />WOOD SCREW EACH <br />NAILS AT EACH TRUSS INTERSECTION. <br />TRUSS OR SIMPSON <br />COMMON BM. TO POST ATTACHMENT KA <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />H2.5A w/ (10) 8d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />B <br />AT 48" O.C, <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB-­z;--_ <br />B-\ <br />FOR BEAM SIZE & SCALE: 3/40#=11-011 <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />�� <br />CENTER OF POST <br />PRE-ENG. TRUSS <br />A A <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS <br />I ------- <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN <br />TOP OF <br />FOR <br />AM lil�j <br />07W <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />WOOD TRUSS 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 />Ai'� VARIES W/ <br />\IV 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 />SHEARTRANSFER <br />EXTERIOR. WALL <br />SCALE:NTS <br />DIAGONAL <br />AT 81-0" <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'-O"O.C. MAX. W/ (3) 1 Od <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 />OL VARIES <br />2x4 #2 SPF BRACING @ <br />16" O.C. W1 (4) 12d <br />TOENAILS TO TOP <br />PLATE & (2) 12d END <br />NAILS TO TRUSS <br />BOTTOM CHORD <br />ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />M IN. (2) 2X4 FOR CONNECTION <br />SPFTOP INFORMATION. <br />PLATE <br />4VARIES 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 />mk SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />MIN. 2X4 #2 SYP P.T. PLATE <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3- FROM EACH END & <br />PLAN FOR MORE <br />16" O.C. MAX. <br />INFO. <br />SECTION@ <br />ENTRY <br />SCALE:NTS <br />SIMPSON MTS18 W/ (14) <br />10d NAILS TYP. U.N.O. <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />C). <br />0 <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />SIMPSON <br />MTS18 W/ (14) <br />1 Od NAILS <br />TYP. U.N.O. <br />CORNER SEE FOUNDATION <br />PLAN FOR MORE INFO <br />511 <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) 1 Od x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />SEE PLAN FOR <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r2 2 <br />SCALE: NTS 1111'j <br />SEE VS5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GABL <br />1/2" PLYWOOD <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 />4d MASONRY WALL BELOW: SIMPSON <br />HETA1 6 w/ (9) 1 Od x 1 1/2" NAILS @ <br />MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />OR BEAM BEAM BELOW: SIMPSON HTS20 w/ <br />TO GABLE TRUSS <br />SEE TRUSS PLAN (24) 1 Od x 1 1/2" NAILS @ 4'-0" 0. C. <br />COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <br />SCALE:NTS <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 401 <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />2x SPF #2 <br />AT 16" O.C. <br />_a ILI <br />a I <br />[A[ In <br />13 n <br />a <br />ri <br />--------BUILDER FRAME <br />-4RADIUS <br />- <br />AS REQUIRED <br />KNEEWALL Qu") ENTRY FRONT WA <br />SCALE:NTS <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />EACH STUD TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER SHEATHING ATTACHED <br />;7--PER NAILING SCHEDULE <br />w/ (3) 1 Od <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />IF 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />'7 w/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />ATTACH SECOND PLY <br />w/ (3) ROWS OF 16d <br />NAILS AT 24" O.C. <br />A <br />�z <br />SIMPSON LUS26 W/ (8) 1 Od NAILS <br />OR IF 2 PLY TRUSS SIMPSON <br />LUS26-2 W/ (8) 16d NAILS TO <br />EF FLOOR FRAMING PLAN <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X1 0 #2 SYP CONT. LEDGER W/ (3) <br />LOCATION AND DIRECTION <br />1/2" X 4 1/2" LAG SCREWS ATTACH <br />(IF PARALLEL SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />SECTION AT LOW ROOF rg <br />SCALE:NTS <br />LOW ROOF/WAL ---<' <br />SHEATHING ATLTLACHED\ <br />PER NAILING SCHEDULE <br />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 W/ (10) 1 Od <br />NAILS AT BASE & SIMPSON <br />SP2 W/ (12) 1 Od 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) 1 Od x <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/--,/ FLOOR G.T. <br />I - -_ <br />RAISED B0170M CHORD Z�(2) 2X6 BLOCK NG UNDER SEE PLAN <br />2nd FLOOR WALL w/ <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 OUTr3q <br />SCALE: NTS <br />DETAILS & SECTIONS <br />(D v <br />:z <br />2 <br />;z <br />27193 <br />< <br />U) <br />4--J U, <br />M M <br />U — <br />U-1 <br />01- <br />ICU <br />ro I <br />0" <br />.28 <br />U. <br />8 <br /><C <br />ur) <br />9 <br />A 1 <br />N C-5-D-C <br />74­7 <br />v I <br />z <br />LU <br />:' <br />. 0 < K <br />inz 0 9' <br />0 <br />.4 <br />U) <br />z <br />* <br />LU -It 0 <br />IV <br />OWN <br />C <br />­j <br />__j <br />-z: 0 <br />C? <br />F11-0 <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />L E IM NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 336017 <br />www.LennarTampa.com <br />9 <br />d <br />U0 <br />ew""s <br />U) <br />�4 <br />z <br />z <br />tn <br />-0 <br />LU <br />0 <br />Chd <br />ui <br />U <br />C/) <br />_j <br />;�-c <br />P <br />-96 <br />ffi <br />0 <br />1 <br />:;I; <br />r4 <br />LU <br />0 <br />1�� <br />cj� <br />N <br />z <br />z <br />Uj <br />Ln <br />Lij <br />u_ <br />10!i <br />u. 8 <br />Lij <br />2: <br />< <br />u-, 8 <br />< <br />z <br />z <br />t- <br />z <br />co <br />0 <br />%0 <br />06 <br />Z <br />U <br />Uj <br />z <br />T_q <br />CL <br />(n <br />E <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION NO 4mO <br />SHEET NO. <br />D1 <br />