Laserfiche WebLink
*DIAGONAL SPACED <br />AT 15'-0" O.C. MAX <br />BLOCKING <br />CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN - <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />X-BRACING - 2x4 SPF OR SYP <br />w/ 2-16d @ EACH TRUSS WEB <br />CROSS BRACING DETAIL (TYP.)r1 <br />SCALE: NTS <br />SEE ROOF <br />PLAN SHE <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 />Ck OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />37A TRUSS <br />24 <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />Nipipinrp Ri nr V1K1rr npTnii <br />SCALE: NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP w, <br />O.S.B. FLITCH PI <br />TOP @ TRUSS B <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 6 <br />SCALE: NTS <br />TRUSS NOTES. <br />TYP. HAND FRAMING ABOVE TRUSS <br />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'4" 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 (4) 12d WHEN VERTICAL SCAB 2 x 6 <br />w/ (12) 10d NAILS <br />SIMPSON4) <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE <br />#2 SPF 48" O.C. W/ (4) <br />IT LANDS NEXT TO 2x8 BLOCKING NAILED @ <br />CENTERED AT <br />SPLIT TO TIE <br />1S6d O HEADER & (6) <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST <br />10d TOP & BOTTOM <br />PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS <br />() <br />BEAMS TOGETHER <br />10d INTO BEAM -SEE <br />ol <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OR SIMPSON H2.5A w/ <br />ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />WHEN REQUIRED w/ (2) (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 />COLLAR TIE <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />CONNECTION INFO <br />REQ'D ONLY WHEN <br />INDICATED ON BM. <br />2x4 #2 SYP NAILER. NAIL <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />SCHEDULE/PLAN <br />TO STUDS w/ 3 16d AT <br />( ) <br />EACH STUD - TOENAIL <br />ROOF AND EXTERIOR <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />RAFTER <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />REQ'D ONLY WHEN <br />COLUMN SIZE & BASE <br />EACH TRUSS TO NAILER <br />SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" k <br />OPTION A <br />DILATE ON BM <br />OPTION B CONNECTION INFO <br />OPTION C <br />w/ (3)10d <br />PER NAILING SCHEDULE <br />O.C. MAXIMUM. <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />S <br />ALL SECTION <br />SEE 2ND FLOOR VINFORMATION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />OR SIMPSON <br />FOR ADDITIONAL <br />NAILS AT EACH TRUSS INTERSECTION. <br />CB --,--TRUSS <br />H2.5A 8d NAILS <br />COMMON <br />B M TO POST ATTACHMENT rA <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />w/ (10) <br />. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB AT 48" O.C. <br />SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />DB B <br />FOR BEAM SIZE & <br />SCALE: 3/4"=1'-0" <br />IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />BM. SPLICE OVER <br />CENTER OF POST <br />ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />(OPTIONAL) <br />A A <br />w/ (4) 16d NAILS TO EA. <br />PRE-ENG. TRUSS <br />END OF TRUSS THEN <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN FOR <br />A <br />ATTACH SECOND PLY <br />` <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />w/ (3) ROWS OF 16d <br />DIRECTION TYP. A <br />NAILS AT 24" O.C. <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />SIMPSON LUS26 w/ (8)10d NAILS <br />t2 <br />AT 8'-0" WOOD <br />MAX TRUSS �C �jC 2x6 #2 SYP RAFTERS FOR SPANS 4FT <br />SIMPSON MTS18 w/ (14) <br />OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS <br />10d NAILS TYP. U.N.O. <br />SEE PLAN FOR SIMPSON <br />LUS26-2 w/ (8) 16d NAILS TO <br />SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d <br />CANTILEVER IF MTS18 w/ (14) <br />LEDGER <br />AND J/S6 FOR MORE INFO. <br />�n <br />COMMON TOENAILS TO TIE BEAM <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />�\ <br />INDICATED 10d NAILS <br />SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <br />N <br />2X4 CONT. AT CONC. MASONRY <br />ADDITIONAL INFO. <br />- <br />�I <br />TYP. U.N.O. <br />-- <br />1/2"2X1 4 <br />1/2" X 41/2" LAG SCREWS ATTACH <br />LOCATION AND DIRECTION <br />(IF PARALLEL SEE 2/D2 FOR <br />T & B CHORD OR WOODEARING <br />(WOOD COLUMN SHOWN) <br />LAG SCREWS INTO END OF EACH <br />BLOCKING INFO) <br />BSTEEL <br />SUPPORT <br />MIDDLE <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />.11 <br />� <br />EACH SIDE OF G.T. INSTALL (4) LAG <br />MASONRY WALL <br />° <br />SCREWS EACH SIDE) <br />(TYPICAL) <br />A -A ALTERNATE BLOCKING <br />CORNER <br />SEE <br />FOUNDATION <br />SECTION AT <br />LOW ROOF g <br />N[v M. <br />DETAIL @ INTERIOR BEARING <br />PLAN <br />FOR MORE INFO <br />SCALE: NTS <br />3 <br />XS <br />SCALE: NTS <br />COMMON <br />B M ATTACHMENT <br />M <br />WOOD TRUSS <br />. <br />g <br />p` PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: NTS <br />J <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE:NTS <br />VARIES <br />2x STUDS @ 16" O.C. <br />ROOF SHEATHING <br />SEE 1/S5 FOR <br />SEE PLAN FOR <br />w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER <br />ADDITIONAL <br />8d <br />NAILSVALLEY TRUSS <br />N AILS AT <br />NAILS AT BASE & SIMPSON <br />i <br />91 <br />NAILING SCHEDULE <br />2x4 #2 SPF BRACING @ j <br />OUTLOOKER 4� <br />INFO. <br />SP2 w/ (12) 10d NAILS AT TOP <br />42 <br />EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />3 <br />TOENAILS TO TOP SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON <br />NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />A SHEATHING <br />�� <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />o <br />ATTACHED PER NAILING <br />NAILS TO TRUSS SPF TOP INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <br />LOW ROOF/WALL <br />(2) 12d NAILS TO EACH VERTICAL <br />SCHEDULE <br />BOTTOM CHORD PLATE <br />MORE INFO. <br />TRUSS <br />STUD) <br />SHEATHING ATTACHED <br />a��< <br />'i <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />is <br />VARIES <br />VARIES SEE PLAN <br />- - - FOR WALL LOCATION <br />2X4 BASE PLATE W/ <br />1/2" PLYWOOD <br />NAILS @ 16" O.C. ALONG W/ <br />s" <br />1 <br />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />` <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />s s 1 1/2" NAILS TO BLOCKING <br />= <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />-<' <br />" l BELOW 16 O.C. <br />J <br />OR TRUSS. 2X4 CONT. W/ 2 <br />O <br />MIN. 2x4 #2 SPF STUDS @ <br />11 <br />14 1 d x / NAIL <br />( ) <br />TRUSS/ FRAMING <br />TYP TOP &BOTTOM <br />�''` <br />-__- <br />-�- <br />SEE PLAN 16d COMMONS <br />16 O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />a <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />ya <br />0 <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />- <br />PLYWOOD <br />� <br />(3) 12d TOENAILS TO <br />- <br />4. <br />�� <br />HETA16 w/ (9) 10d x 1 1/2 NAILS @ <br />FLOORING <br />" I <br />TRUSS OR <br />SEE PLAN FOR PLATE BELOW <br />MASONRY WALL <br />4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM <br />TOP OF WALL ; <br />OR BEAM <br />BEAM <br />vv <br />MIN. 2x4 #2 SYP P.T. PLATE <br />�� <br />16 FLOOR SYSTEM <br />FLOOR GIRDER <br />SEE TRUSS PLAN g <br />(4) Odx10 2"SNALS@4'0"0.C/ <br />-- - - <br />- --( <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR <br />SEE PLAN FOR <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & <br />DIRECTION <br />CONNECTION <br />COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. <br />�' <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />°° <br />SHEAR TRANSFER <br />INFO. � <br />SECTION @FLOOR <br />FOR CONNECTION <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />N <br />M <br />EXTERIOR. WALL <br />SECTION @ ENTRY 8 <br />CONNECTION <br />22 <br />SECTION AT HIP GABLE 12 <br />SECTION @ <br />BUMP OUTr3q'N),, <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />DETAILS & SECTIONS <br />u 00 L� <br />0� � <br />C9 �' <br />M <br />Z <br />z® <br />a <br />to U' <br />C <br />+-+ w <br />(10p <br />�U — <br />0 w <br />th <br />R� ~ <br />U <br />W <br />M <br />m N <br />M ch <br />Q rn <br />Co <br />90 <br />pp ,N.. <br />Z m z <br />W i4 fi; <br />a� w <br />JE <br />�Z V <br />U <br />g" x <br />LL Z H g �' a <br />W a N¢ c <br />� v <br />WWW.FDSENG.CO 0 <br />J J��'j <br />\\����11111111111 <br />_j (b OQ Q ; z <br />J�O,����� <br />R O F E; ` \\\"N <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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />W� <br />o: <br />U <br />�8Z. <br />J <br />o f <br />L <br />a <br />z <br />{O <br />°� <br />a <br />_0 <br />_ <br />X <br />'a <br />U) <br />O <br />= <br />o <br />< <br />156 <br />L11 <br />WPom <br />or- <br />N <br />Y.I <br />Z <br />O <br />WLn <br />ul <br />Z <br />Z <br />Q <br />I— t— <br />YS <br />I� <br />M <br />O <br />� <br />Z <br />� <br />tZ <br />_ <br />� LU <br />V) <br />s <br />SCALE : AS NOTED <br />DATE: 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />D1 <br />