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CROSS BRACING DETAIL (TYP.)r1 <br />SCALE:NTS <br />TRUSS NOTES: <br />CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY <br />B FRAMED RIDGE <br />AY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />NAILS AT EACH TRUSS INTERSECTION. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />z MAX & EACH END ALTERNATE , <br />DIRECTION TYP. <br />m <br />v <br />-v <br />rn <br />0 <br />0 <br />co <br />LO <br />I <br />00 <br />oC14 <br />O <br />J <br />00 <br />In <br />I <br />00 <br />�I <br />Q <br />00 <br />00 <br />ri <br />---/-WOOD TRUSS -J <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 />EXTERIOR. WALL <br />SCALE:NTS <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />CB <br />vvl L- I wu `W ­1 1 1 1 1- Y Y LU <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2x8 BLOCKING NAILED @ <br />- EACH SIDE w/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 w/ (24) 10d x <br />1 1/2" NAILS EACH <br />TB <br />r <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP — <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />TRUSS <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 />YA TRUSS <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING PACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) Ylp ZN��G.T <br />(2) 12D NAILS - <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 <br />w/ (12) 10d NAILS <br />#2 SPF 48" O.C. W/ (4) <br />CENTERED AT <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHEF <br />(10) 8d NAILS <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />AT 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <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 a@ 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 />2X4 #2 SPF BRACING @ <br />16" O.C. W/ (4) 12d _ <br />TOENAILS TO TOP - <br />PLATE & (2) 12d END MIN. (2) 2x4 <br />NAILS TO TRUSS SPF TOP <br />BOTTOM CHORD PLATE <br />- ROOF SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />COMMON TRUSSES. <br />SEE TRUSS PLAN <br />FOR CONNECTION <br />INFORMATION. <br />,dkVARIES 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 />OIL SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />MIN. 2X4 #2 SYP P.T. PLATE <br />L <br />W/ 1/2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />p 16" O.C. MAX. <br />INFO. <br />SECTION_@ <br />ENTRY s <br />SCALE:NTS <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF1 <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 wl (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 />SIMPSON HUC410 w/ (14) <br />SEE PLAN L. <br />FOR CANT. <br />16d INTO HEADER & (6) <br />10d INTO BEAM - SEE <br />ROOF PLAN FOR MORE <br />INFO <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE <br />7/16" OSB FLITCH PLATE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />SCHEDULE/PLAN <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN <br />FOR <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <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 />A F__� A <br />SEE PLAN FOR <br />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />CORNER d SEE FOUNDATION <br />PLAN FOR MORE INFO <br />5" <br />�X <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 22 <br />SCALE:NTS <br />SCALE: 3/4"=V-0" <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GABLE <br />TRUSS <br />il"NW"TT16161v_ <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MIDDLE <br />8d NAILS AT <br />4" O.C. <br />BM. SPLICE OVER <br />CENTER OF POST <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <br />`-• MASONRY WALL BELOW: SIMPSON <br />a 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 as (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />TO GABLE TRUSS <br />Q COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <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 aC� ENTRY FRONT WALL <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 />w/ (3) 10d PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <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 />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 />2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR <br />LOCATION AND DIRECTION <br />1/2" X 4 1/2" LAG SCREWS ATTACH <br />LAG SCREWS INTO END OF EACH (IF PARALLEL SEE 2/D2 FOR <br />FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <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/WALI <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/—' <br />L (2) 2x6 BLOCKING UNDER- FLOOR G.T. <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ <br />BUMP OUT �39 <br />SCALE: NTS <br />DETAILS & SECTIONS <br />(D v <br />zCn <br />0 <br />-o <br />Z N <br />z� <br />Q <br />J <br />2 <br />U) <br />0 <br />/')(D <br />W <br />CA <br />_ o <br />•U — <br />0 w <br />�- <br />V.MN <br />E <br />U <br />oc> <br />m N <br />pp <br />�- U <br />N cc M <br />_ 6 <br />U <br />O o 0 <br />"00 <br />o <br />aCm <br />�n o <br />�g.v' <br />mQ o <br />Al1 <br />BIDS <br />N.0 B.D C <br />�m <br />U) o �m <br />U Z LU <br />1- c c <br />in � �o � W <br />LU """ w <br />_ mo� <br />W = Ckz o a <br />am <br />H Q <br />Uz <br />M <br />W,�1,�I�i'IlFlt� <br />l ENG.COM <br />R O F E SS�o\ \````�� <br />�`1`f�df0!lilltll� <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 />L E NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampaxom <br />OZ <br />O <br />Uo <br />Uj <br />z C <br />�a <br />LU < <br />UZOO <br />O�w <br />O Z O <br />U W N <br />0]] O <br />co <br />ytyy��s��jijj <br />i <br />z <br />O <br />Zo <br />Q U <br />g <br />4� <br />- <br />W <br />-� <br />W <br />o <br />z <br />O <br />�� <br />U <br />Cf) <br />J <br />o-0 <br />14 P <br />nLn <br />HLU <br />L.n <br />w <br />r a: - <br />y,� <br />N <br />` <br />C) <br />Z O <br />Q' <br />F o g <br />87 <br />z <br />Z <br />^ <br />t--I <br />0 <br />a o <br />W <br />—J <br />L0 <br />T--{ <br />LLJ <br />di; <br />z <br />rL <br />cn 0 0 <br />Uj�5 <br />0000 <br />Q <br />Z o <br />m <br />Lf7 <br />00 <br />Z <br />:5_Uj <br />ZO <br />� <br />SCALE: AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />O <br />SHEET NO. <br />D1 <br />