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3 <br />J <br />a <br />L0 <br />0 <br />7 <br />f/7 <br />0 <br />Cr <br />C) <br />to <br />0 <br />I <br />Q <br />514 <br />LLB <br />Lc> <br />v <br />N <br />0 <br />Q <br />0 <br />0 <br />0 <br />J <br />LKi <br />M <br />L0 <br />0 <br />tz <br />a <br />N <br />N <br />i <br />a <br />E <br />E <br />`a <br />J <br />0 <br />v <br />0 <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />C.0 <br />CD <br />z <br />S <br />0 <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: NTS <br />SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT <br />PLAN� SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />2X4 BLOCKING TYP. <br />BETWEEN TRUSSES TRUSS <br />SECT. A -A v "\\\\\ / 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 AHIP <br />USSES <br />SIDE OR BOTH IF REQ'D) PG.T <br />(2) 12D NAILS —I' <br />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 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) 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) 1 Od <br />& (4)1l4"x2 114" TITENS EACH <br />TIE BEAM <br />BEAM @ RAISED ENTRY <br />MASONRY WALL 4 <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 PLAN <br />FOR BEAM SIZE <br />EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE 2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL @ENTRY FRONT WALL <br />SCALE:NTS <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. SIMPSON LSTA18 �� <br />TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED EACH DIRECTION TYP. U.N.O. -- SEE PLAN <br />VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS <br />( ) wl MIN. (4) 12d WHEN �� CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48 O.C. W/ (4) 16d INTO HEADER & (6) <br />2x8 BLOCKING NAILED @ 1 Od TOP & BOTTOM SPLIT TO TIE <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER 10d INTO BEAM -SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SIMPSON HTS20 w/ (24) 1 Od x <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE REQ'D <br />OSB FLITCH PLATE <br />R <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO EQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL <br />COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. - & ADDITIONAL INFO. SCHEDULE/PLAN <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR EACH STUD -TOENAIL ROOF AND EXTERIOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED <br />N EDU D/P N BM OPTION B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" SEE 2ND FLOOR WALL SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSONCOMMON B M . TO POST ATTACHMENT A <br />A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS T 48" OCwl (10) 8d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT .. <br />SEE ROOF PLAN SCALE 3/4"=1'-0" <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BM . SPLICE OVER <br />BEVEL CUTS CONNECTION INFO. ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST <br />PRE-ENG. TRUSS (OPTIONAL) A � A � wl (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />2X4 BLOCKING <br />2X4 DIAGONAL AT 8'-0" O.C. SEE PLAN FOR ATTACH SECOND PLY <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF EAM <br />MAX &EACH END ALTERNATE w/ (3) ROWS OF 16d <br />DIRECTION TYP. CHORD AT ALL HAND FRAMED AREAS TYP. <br />A NAILS AT 24" O.C. • <br />O <br />O <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" x OOD SIMPSON LUS26 w/ (8) 10d NAILS <br />MAX 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 wl (14) OR IF 2 PLY TRUSS SIMPSON <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN <br />THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. <br />COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 1Od NAILS VERIFY WITH PLAN FOR <br />COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) <br />LOCATION AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH (WOOD COLUMN SHOWN LAG SCREWS INTO END OF EACH PARALLEL SEE 2lD2 FOR <br />T & B CHORD STEEL OR WOOD (W) FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER G L SEE FOUNDATION SECTION AT LOW ROOF s <br />DETAIL @ INTERIOR BEARING 3 V 5/"PLAN FOR MORE INFO SCALE: NTS <br />Y, <br />4L /I f <br />WOOD TRUSS J SCALE: NTS COMMON B M . ATTACHMENT 18 <br />A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT <br />SCALE: NTS <br />jik VARIES 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 1 Od <br />ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON <br />2x4 #2 SPF BRACING NAILING SCHEDULE OUTLOOKER 4'�O O.C. <br />AT INFO.VALLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP <br />@ EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS <br />16" O.C. W/ (4) 12d hLCOMMON TRUSSES. ATTACHED PER <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1Od NAILS EACH END ( BETWEEN TRUSSES <br />STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR (2) 12d NAILS TO EACH VERTICAL <br />ATTACHED PER NAILING BOTTOM CHORD GABL LOW ROOF/WALL STUD <br />SCHEDULE PLATE MORE INFO. TRUSS ) <br />SHEATHING ATTACHED <br />VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 wl (14) 10d x <br />EACH COMMON 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ BELOW @ 16" O.C. <br />WOOD WALL TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ TO)F OOR GIRDER <br />NAILSTYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. <br />STUD TYP. T&B <br />PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO --------- -- ---J-- aHETA16 w/ (9) 1 Od x 1 1/2" NAILS @ PLYWOOD <br />FLOORING <br />TRUSS OR SEE PLAN FOR PLATE BELOW -- -- - - -- - - - - - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS <br />ROOF SYSTEM TOP OF WALL OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ <br />SEE TRUSS PLAN a<. (24) 1Od x 1 1/2" NAILS @ 4'-0" O.C. <br />p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER <br />W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />PLAN FOR MORE 16" O.C. MAX. �+ SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />SHEAR TRANSFER INFO. °p SECTION @ FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END <br />EXTERIOR. WALL SECTION ENTRY 8 CONNECTION r22"�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />DETAILS & SECTIONS <br />en <br />CNN <br />0 <br />Cn <br />Q <br />z, 2 <br />:o <br />Co <br />C= <br />.� <br />vim• <br />00° <br />G <br />fi <br />O <br />c <br />M <br />fV <br />O <br />N <br />N <br />� <br />J, a4 <br />�J <br />t % <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 2020 <br />Florida Building Code - <br />Residential 7th 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 />�Wp <br />ey <br />O E <br />M U <br />U <br />O <br />Coacoi- <br />� N <br />;00 <br />�rti- <br />U9 <br />�N0 <br />LL L <br />, <br />a LL LL o <br />_ Lu <br />co c <br />r C' <br />Co o 0 <br />W <br />C/5 c O m <br />IL <br />°o N o 6 FJ <br />t <br />�p <br />M <br />N <br />O <br />UCIL V <br />W <br />O❑ <br />N M <br />O � <br />� <br />gN <br />�CIL- <br />O 4 <br />¢ <br />J - <br />UI <br />- N <br />a)4-1 <br />�tt <br />`v <br />� <br />e� <br />W N <br />® m <br />oz <br />OM2 <br />cif <br />W o <br />�- w <br />� <br />�.. <br />to <br />c <br />W J <br />A E <br />�I- <br />V O N <br />• <br />4 <br />� <br />0 <br />C.4 <br />RQ <br />®� <br />�i <br />cc <br />cc <br />w <br />Cn <br />M <br />¢z <br />O � <br />� <br />LL <br />_? 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