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.., - , .,.. ` " , , , .. <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: NTS <br />SEE ROOF <br />PLAN , SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />E T. A -A <br />G.T. 4-'—_ <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 />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />N TRUSS <br />USSES <br />(2) 12D NAILS - y <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 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 wl (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 r4 <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 />CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING 70 ANSI/TP1-2014 SIMPSON LSTA18 <br />MAY BE NAILED EACH DIRECTION TYP. U.N.O. SEE PLAN <br />(TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS <br />w/ MIN. (4) 12d WHEN 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) CENTERED AT 16d INTO HEADER & (6) <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP &BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES PRE-ENG. TRUSS EACH SIDE UI E w/ NAILS OR SIMPSON H2.5A wl BEAMS TOGETHER ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED / ( 4) (10) 8d NAILS INFO <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS <br />HTS20 w/ (24) 10d 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 />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER SEE FLOOR PLAN CONNECTION INFO REQ'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. • EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD -TOENAIL7—PER <br />ROOF AND EXTERIOR <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16 OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING 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 SCHEDULE/PLAN ICAEDNBM OPTION B CONNECTION INFO OPTION C wl (3) 10d 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 EACHTRUSS OR SIMPSON FOR ADDITIONAL INFORMATION <br />NAILS EACH TRUSS INTERSECTION. CB H2.5A w/ (10) 8d NAILS COMMON B M . TO POST ATTACHMENT A <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Tg AT 48" O.C. SEE ROOF PLAN <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg $ FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS CENTER OF POST <br />PRE-ENG. TRUSS (OPTIONAL) A A Sol w/ (4) 16d NAILS TO EA. <br />2X4 BLOCKING END OF TRUSS THEN <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 BEAM IVw/ (3) ROWS OF 16d <br />MAX &EACH END ALTERNATE <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />A NAILS AT 24" O.C. • <br />• <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM • <br />AT 8'-0" WOOp SIMPSON LUS26 w/ (8) 10d NAILS • <br />MAX TRUSS * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) LU IF 2 PLY TRUSS AILS TO <br />TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS F 2 L (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 10d NAILS VERIFY WITH PLAN FOR <br />COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />2X4 CONT, AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH BLOCKING E 2/D2 FOR <br />LOCKING INFO) <br />BEARING SUPPORT MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT <br />EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL <br />SCREWS EACH SIDE) (TYPICAL) <br />A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g <br />DETAIL @ INTERIOR BEARING 511 <br />PLAN FOR MORE INFO SCALE: NTS <br />3 <br />SCALE: NTS COMMON B M . ATTACHMENT g <br />WOOD TRUSS <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 />OIL VARIES �-1: 2x STUDS @ 16" O.C. <br />ROOF SHEATHING SEE 1/S5 FOR w/ SIMPSON SP1 w/ (10) 10d <br />ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 8d NAILS AT VAINFLLEY TRUSS SP2 w/ (12) 10d NAILS AT TOP <br />EXTERIOR SHEATHING INFO, 2x BLOCKING BETWEEN STUDS <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES <br />ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL <br />SCHEDULE BOTTOM CHORD PLATE MORE INFO. LOW THING AT STUD) <br />TRUSS SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES W/ VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ <br />ROOF SLOPE FOR WALL LOCATION SIMPSON LSTA30 w/ 1/2 PLYWOOD <br />SIMPSON MT512 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO '� <br />f- � 1 1/2" NAILS TO BLOCKING <br />WOOD WALL 7- -- _ SIMPSON MTS12 w/ EACH COMMON �. � � BELOW @ 16" O.C. <br />OR TRUSS. 2X4 CONT. W/ 2 MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMINGx <br />O TYP TOP & BOTTOM <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER - <br />NAILS EACH SHEATHING ATTACHED BELOW @ 16 O.C. l <br />X`xx <br />STUD TYP. T&B PER NAILING SCHEDULE & - • MASONRY WALL BELOW: SIMPSON PLYWOOD <br />( <br />3) 12d TOENAILS TO <br />__ _- `�. HETA16 w/ (9) 10d x 1 1/2" NAILS @ <br />__.._._ <br />TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING <br />ROOF SYSTEM TOP OF WALL OR BEAM <br />• BEAM BELOW: SIMPSON HTS20 w/ <br />- SEE TRUSS PLAN 4 (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. -� --- <br />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 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. � SECTION @ FLOOR FOR CONNECTION MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />EXTERIOR. WALL SECTION ENTRYr8s�CONNECTION 22 SECTION AT HIP GABLE 12 SECTION 2 BUMP OUT 39 <br />SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS <br />DETAILS & SECTIONS <br />N <br />cav o <br />�za <br />rr a LU <br />Cy ra <br />cQ+i <br />d- M <br />W"" <br />3 ev <br />D <br />m� <br />E <br />6 <br />a tj <br />4F <br />SRO W <br />q '' <br />�OQ``' <br />w <br />=� La. <br />4'• <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 Florida Building Code - <br />Residential 7th Edition. 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