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vvd - r vu lw "i- l r r r wvv v v "� <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 />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 />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <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 />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 <br />EACH DIRECTION TYP. U.N.O. <br />SIMPSON LSTA18 <br />SEE PLAN <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />w/ MIN. WHEN <br />VERTICAL SCAB 2 x 6 <br />wl (12)10d NAILS <br />SIMPSON HllC410 w/ (14) <br />L. <br />FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />IT LANDS NEXT TO <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />16d INTO HEADER & (6) <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />PRE-ENG. TRUSS <br />NAILED <br />2x8 BLOCKING @ <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />10d 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 />(10) 8d NAILS <br />INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SIMPSON HTS20 w/ (24) 10d x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />SEE FLOOR PLAN <br />FOR <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />COLLAR TIE <br />EVERY 3rd <br />COLUMN SIZE <br />&ADDITIONAL INFO. <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />REQ'D ONLY WHEN COLUMN S►ZE & BASE <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />OPTION <br />DICATEDNBM OPTION <br />A <br />B CONNECTION INFO <br />OPTION <br />C <br />O.C. MAXIMUM. <br />2x4 SPF 2 (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 />CB <br />TRUSS OR SIMPSONCOMMON <br />w/ (10) 8d NAILS <br />B <br />M <br />TO <br />POST <br />ATTACHMENTrA' <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />AT 48 <br />AT " O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB <br />B <br />FOR BEAM SIZE & SCALE: 3/4"=1'-0" <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />F__�CENTER <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />OF POST <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />PRE-ENG. TRUSS <br />A A <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />1 <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />11 SEE PLAN FOR <br />TOP OF PIPAM <br />MAX & EACH END ALTERNATE <br />DIRECTION TYP. <br />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 />gh 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 />EXTERIOR. WALL <br />SCALE:NTS <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />2X4 COS <br />T&BCF <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"O.C. MAX. w/ (3) 10d <br />COMMON TOENAILS TO TIE BEAM <br />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL an INTERIOR BEARING <br />SCALE:NTS <br />PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />OIL VARIES <br />ROOF SHEATHING <br />ATTACHED PER <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />TOENAILS TO TOP SEE TRUSS PLAN <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS FPLATEFOP INFORMATION, <br />BOTTOM CHORD <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 />mk SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />; <br />MIN. 2X4 #2 SYP P.T. PLATE <br />�• <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 />s <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 />O <br />O <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <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 r22 <br />SCALE:NTS <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GABLE <br />TRUSS <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 />�• MASONRY WALL BELOW: SIMPSON <br />4.. 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 �2� <br />SCALE: NTS <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <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 aC� ENTRY FRONT WALL <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />EACH STUD - TOENAIL <br />EACH TRUSS TO NAILER <br />w/ (3)10d <br />IF 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />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 />SCALE: NTS <br />ROOF AND EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />SIMPSON LUS26 w/ (8) 10d NAILS J <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 />2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FORLOCATION 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 9 <br />SCALE: NTS <br />LOW ROOF/WALL <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x STUDS @ 16" O.C. <br />WI 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 />CD uP <br />z_M <br />0 <br />z�z <br />Q <br />a <br />C: <br />Ln C9 <br />C <br />W <br />Cu <br />�U — <br />O LU <br />T <br />o2 <br />CC3 U <br />co <br />o� <br />CO <br />W <br />f— E <br />N M <br />c ca co— <br />_ U <br />-0 M <br />0 O CV <br />'n <br />L E co <br />Qim <br />Sao <br />too <br />CL <br />�Qo <br />N C B D•C <br />N �O <br />B <br />LU <br />��a z <br />Z_ M Z <br />U) <br />LU a yd-A - w <br />Q <br />� Lu � —K Z5 <br />a rn <br />0 <br />o �2UM �a <br />W va1Cilto%1D,il.'� o <br />`WW. 3ENG.COE <br />'.• <br />6 <br />U <br />1?0FEBSIQ", <br />��t����►ll Pl ItM110�� <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa.com <br />oZ <br />0 <br />Wo <br />W < Y <br />oo0� <br />p ? 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