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v <br />v <br />rn <br />LO <br />I <br />rn <br />m <br />J <br />I <br />c <br />i <br />or <br />0 <br />3 <br />Q <br />Q� <br />O <br />S <br />N <br />0 <br />C <br />LL <br />0 <br />i <br />0 <br />a <br />0 <br />A <br />ti <br />N <br />0 <br />0 <br />rZ <br />rn <br />N <br />s <br />L2 <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 />K <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 />3;"A TRUSS <br />(2) 12D NAILS —' <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 wi <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) 1Od x 1 1/2" <br />NAILS EACH <br />SIMPSON HU46/HUC46 w/ (8) <br />16d NAILS TO POST & (4) 1Od <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) 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 />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. <br />WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER <br />SIMPSON LSTA18 <br />w/ (12)10d NAILS SIMPSON HUC410 <br />SEE PLAN <br />w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) <br />2x8 BLOCKING NAILED @ <br />CENTERED AT <br />SPLIT TO TIE <br />w/ (14) <br />16d INTO HEADER & (6) <br />FOR CANT. <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 1 Od TOP & BOTTOM <br />PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />10d INTO BEAM - SEE <br />ROOF PLAN FOR MORE <br />oo <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED (10) 8d NAILS <br />INFO11 <br />/ ( 4) <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x <br />L7/16 <br />oo <br />1 1/2" NAILS <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH <br />SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />SEE FLOOR PLAN <br />COLUMN SIZE & BASE <br />CONNECTION INFO <br />OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />2x4 #2 SYP NAILER. NAIL <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />COLLAR TIE <br />FOR COLUMN SIZE <br />INDICATED ON BM. <br />TO STUDS w! 3 16d AT <br />( ) <br />2. <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />EVERY 3rd <br />& ADDITIONAL INFO. <br />7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN FOR <br />SCHEDULE/PLAN <br />EACH STUD - TOENAIL <br />ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />RAFTER <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" <br />OPTION <br />INDICATEDBM <br />A <br />O PT I 0 N B CONNECTION INFO <br />OPTION C <br />w/ (3)1 Od <br />PER NAILING SCHEDULE <br />O.C. MAXIMUM. <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />SCHEDULE/PLAN <br />S <br />SEE 2ND FLOOR WALL SECTION <br />3. <br />ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />OR SIMPSON---,::— <br />FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. <br />CBTRUSS <br />H2.5A w/ (10) 8d NAILS <br />COMMON B M . TO POST ATTACHMENT <br />A <br />4. <br />ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />AT 48" O.C. <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />TB <br />SEE ROOF PLAN <br />SCALE: 3/4"=1'-0" <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pB <br />B <br />FOR BEAM SIZE & <br />BM. SPLICE OVER <br />IF 2x DOUBLE LEDGER, <br />5. <br />PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />BEVEL CUTS <br />CONNECTION INFO. <br />CENTER OF POST <br />ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS <br />PRE-ENG. TRUSS <br />(OPTIONAL) <br />A <br />A <br />w/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP <br />SEE PLAN <br />FOR <br />A <br />ATTACH SECOND PLY <br />w/ (3) ROWS OF 16d <br />N; <br />MAX & EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />NAILS AT 24" O.C. <br />DIRECTION TYP. <br />A <br />DIAGONAL <br />�i <br />2x8 #2 SPF RIDGE BEAM <br />SIMPSON LUS26 w/ (8)10d NAILS <br />AT 8'-0" <br />MAX <br />WOOD <br />TRUSS <br />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 />I <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 />COMMON TOENAILS TO TIE BEAM <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & <br />INDICATED 10d NAILS <br />2X10 #2 SYP CONT. LEDGER w/ (3) <br />VERIFY WITH PLAN FOR <br />2X4 CONT. AT <br />CONC. MASONRY <br />ADDITIONAL INFO. <br />TYP. U.N.O. <br />1/2" X 41/2" LAG SCREWS ATTACH <br />LOCATION AND DIRECTION <br />2lD2 FOR <br />T & B CHORD <br />STEEL OR WOOD <br />(WOOD COLUMN SHOWN) <br />MIDDLE <br />LAG SCREWS INTO END OF EACH <br />FLOOR TRUSS, 24" O.C. MAX. (AT <br />FO)E <br />BLOCKING INFO) <br />BEARING SUPPORT <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 />SECTION AT LOW ROOF 9 <br />SEE <br />FOUNDATION <br />N1 <br />DETAIL @ INTERIOR BEARING <br />5" <br />PLAN FOR MORE INFO <br />SCALE: NTS <br />AWOODTRUSS—/ <br />I <br />I <br />3 <br />SCALE: NTS <br />COMMON B M . ATTACHMENT <br />18 <br />44 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SCALE: NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. <br />WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: NTS <br />jik 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 10 <br />( ) d <br />ATTACHED PER <br />ADDITIONAL <br />8d <br />NAILS AT <br />VALLEY TRUSS <br />NAILS <br />) <br />2x4 #2 SPF BRACING @ <br />NAILING SCHEDULE <br />OUTLOOKER <br />4" <br />O.C. <br />INFO. <br />SP2 w/ 12 1 <br />(1 1Od NAILS AT <br />N EXTERIOR SHEATHING <br />INFO. <br />16" O.C. W/ (4) 12d— <br />COMMON TRUSSES. <br />" ATTACHED PER <br />2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP-- <br />SEE TRUSS PLAN <br />2x4 STUDS w/ SIMPSON <br />NAILING SCHEDULE <br />TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END MIN. (2) 2x4 <br />FOR CONNECTION <br />SP1 w/ (10) 10d NAILS <br />EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING <br />NAILS TO TRUSS <br />SPF TOP <br />INFORMATION. <br />AT BASE SEE J/S6 FOR <br />GABL <br />(2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING <br />BOTTOM CHORD <br />PLATE <br />MORE INFO. <br />TRUSS <br />LOW ROOF/WALL <br />STUD) <br />SCHEDULE <br />SHEATHING ATTACHEAjkD <br />" <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2)12d <br />VARIES W/ <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 />ROOF SLOPE <br />SIMPSON LSTA30 w/ <br />SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />NAILSTO <br />WOOD WALL <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />TRUSS/ FRAMING <br />BELOW @ 6" O.C. <br />OR TRUSS. <br />2X4 CONT. W/ (2) <br />MIN. 2x4 #2 SPF STUDS @ <br />(14) 1Od x 1 1/2" NAILS <br />TYP TOP &BOTTOM <br />SEE PLAN <br />16d COMMONS <br />16" O.C. W/ EXTERIOR <br />TO FLOOR GIRDER <br />NAILS EACH <br />SHEATHING ATTACHED <br />BELOW @ 16" O.C. <br />A <br />j <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & <br />• MASONRY WALL BELOW: SIMPSON <br />PLYWOOD <br />(3) 12d TOENAILS TO <br />a.. <br />HETA16 w/ (9) 1Od x 1 1/2" NAILS @ <br />FLOORING <br />TRUSS OR <br />SEE PLAN FOR <br />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 BELOW:�SIMPSON HTS20 w/ <br />MIN. 2x4 #2 SYP P.T. PLATE <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE TRUSS PLAN <br />a •- <br />(24) 10d x 1 1/2 NAILS @ 4 0 O.C. <br />W/ 1/2"X8" EPDXY ANCHOR <br />SEE PLAN FOR SEE PLAN FOR <br />TO GABLE TRUSS <br />LOW ROOF TRUSS W/ <br />(2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />DIRECTION CONNECTION <br />a <br />COMMON TRUSS <br />RAISED BOTTOM CHORD <br />2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE <br />16" O.C. MAX. <br />SEE ROOF PLAN <br />EXTENSION SEE TRUSS <br />SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER <br />INFO. <br />� � <br />SECTION @FLOOR <br />FOR CONNECTION <br />16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL <br />SECTION ENTRY 8 <br />CONNECTION r22��SECTION <br />AT HIP GABLE 12 <br />SECTION @ <br />BUMP OUT 39 <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />DETAILS <br />& SECTIONS <br />a <br />0 <br />0 <br />a <br />z N <br />z <br />z <br />J C7 <br />d N <br />z c <br />Nn <br />Cz <br />' <br />VN <br />TW <br />W <br />Ln <br />o <br />� � <br />= 4 <br />o <br />w <br />SO <br />N N <br />LU <br />LU <br />Z <br />Oz <br />N�r�j�io <br />*13 <br />.qD <br />h`O <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 />o <br />M <br />i4 <br />W <br />z <br />cM <br />O <br />J <br />LL <br />E <br />o <br />�ffi <br />oLL <br />m <br />aR <br />a <br />E OU <br />I— <br />�� <br />�114 <br />X U <br />=_® <br />ono <br />UO <br />Z <br />C <br />D E <br />C14 <br />a� <br />o <br />�o <br />¢� <br />C <br />- C <br />z <br />2Y <br />y� <br />o <br />oLL <br />>z <br />Z <br />Zn <br />U <br />oLL <br />O <br />N <br />as <br />>x <br />� <br />is <br />o3 <br />o r <br />M <br />^L' <br />`W <br />,/ <br />N <br />.-� <br />LL o <br />> <br />O <br />Q <br />C o <br />N <br />m <br />F_ <br />T <br />o <br />_ <br />LO <br />� <br />0 <br />LO <br />I �, d' N <br />T <br />0 <br />M <br />T <br />fM M <br />CV <br />c <br />Z <br />z <br />E O <br />a <br />U _j Q p <br />JOB <br />NO: 19-5340 <br />SCALE : AS NOTED <br />SHEET NO, <br />D1 <br />