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3 <br />v <br />L <br />C <br />CD <br />C <br />S <br />co <br />N <br />O <br />O <br />C) <br />00 <br />C" <br />N <br />0 <br />J <br />N <br />i <br />F= <br />N <br />0 <br />v <br />d <br />E <br />O <br />`v <br />c <br />J <br />v <br />U <br />i <br />0 <br />i <br />a <br />6 <br />0 <br />4) <br />ti <br />N <br />N <br />0 <br />o <br />0 <br />N <br />N <br />LO <br />c <br />0 <br />0 <br />YY/ L-IVU `W "ll 11 rIAk. V YYLU <br />CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <br />SEE ROOF <br />PLAN SHEATHING <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 />Q OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�7A TRUSS <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <br />HIP <br />G.T <br />(2) 2x8 #2 SYP wi <br />O.S.B. FLITCH Pt <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) 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 PLAN <br />FOR BEAM SIZE <br />2x SPF #2 <br />AT 16" O.C. <br />BUILDER FRAME <br />RADIUS <br />AS REQUIRED <br />KNEEWALL a@ ENTRY FRONT WALL <br />SCALE:NTS <br />TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS <br />CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. SIMPSON LSTA18 <br />L. <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 w/ (12) 1Od NAILS SIMPSON HUC41Owl (14) SEE PLAN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CAN <br />IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 10d <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS RO INTO BEAM -SEE <br />EACH SIDE w/ <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES E w/ NAILS OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED ) <br />SIMPSON HTS20 w// (244) 10d x (10) 8d NAILS INFO <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 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 7/16" OSB FLITCH PLATE <br />SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2X4 #2 SYP NAILER. NAIL <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER 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 -TOENAIL ROOF AND EXTERIOR <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <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" �C �C INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE <br />O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B OPTION C <br />SECTION <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADD TIONALSEE 2ND FLOORVALL INFORMATION <br />NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTrA <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. <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 BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST w/ (4) 16d NAILS TO EA. <br />PRE-ENG. TRUSS A A END OF TRUSS THEN <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR ATTACH SECOND PLY <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF JEAMISO w/ (3) ROWS OF 16d <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. NAILS AT 24" O.C. <br />--' - WOOD TRUSS <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 7 <br />SCALE:NTS <br />DIAGONAL <br />AT 8'-0" <br />MAX <br />2X4 COt <br />T&BCF <br />WOOD <br />TRUSS <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"O.C. MAX. w/ (3) 1 Od <br />COMMON TOENAILS TO TIE BEAM <br />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />DETAIL @ 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 />ROOF SHEATHING <br />ATTACHED PER <br />2x4 #2 SPF BRACING @ NAILING SCHEDULE <br />16" O.C. W/ (4) 12d COMMON TRUSSES. <br />TOENAILS TO TOP SEE TRUSS PLAN <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION <br />NAILS TO TRUSS F SPFTETOP <br />INFORMATION, <br />BOTTOM CHORD PLA <br />OILVARIES SEE PLAN <br />FOR WALL LOCATION <br />�— MIN. 2X4 #2 SPF STUDS @ <br />Y 16" O.C. W/ EXTERIOR <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE & <br />(3) 12d TOENAILS TO <br />SEE PLAN FOR <br />PLATE BELOW <br />TOP OF WALL <br />o MIN. 2X4 #2 SYP P.T. PLATE <br />°. W/ 1 /2"X8" EPDXY ANCHOR <br />MASONRY WALL SEE <br />@ 3" FROM EACH END & <br />PLAN FOR MORE <br />a 16" O.C. MAX. <br />INFO. <br />° <br />SECTION <br />@ ENTRY $ <br />SCALE:NTS <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 />SEE PLAN FOR <br />CANTILEVER IF <br />INDICATED <br />V V fl I Y G I1 SEE FOUNDATION <br />° PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE:NTS <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />EXTERIOR SHEATHING INFO. <br />V_ <br />ATTACHED PER <br />2x4 STUDS w/ SIMPSON NAILING SCHEDULE <br />SP1 w/ (10) 10d NAILS <br />AT BASE SEE J/S6 FOR GABL <br />MORE INFO. TRU: <br />2x4 BASE PLATE W/ <br />1/2" PLYWOOD <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />(2) 16d NAILS TO <br />SIMPSON MTS12 w/ <br />EACH COMMON <br />(14) 1Od x 1 1/2" NAILS <br />TRUSS/ FRAMING <br />TO FLOOR GIRDER <br />TYP TOP &BOTTOM <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 />MIDDLE <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 />VERIFY WITH PLAN FOR <br />2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION <br />1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR <br />LAG SCREWS INTO END OF EACH BLOCKING INFO) <br />FLOOR TRUSS, 24" O.C. MAX. (AT <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 />2x STUDS @ 16" O.C. <br />SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od <br />8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON <br />4" O.C. INFO. SP2 w/ (12) 1Od NAILS AT TOP <br />• MASONRY WALL BELOW: SIMPSON <br />4. HETA16 w/ (9) 1Od 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 a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. <br />TO GABLE TRUSS <br />COMMON TRUSS <br />SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE rj_2� <br />SCALE:NTS <br />LOW ROOF/WALL <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <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/—J (2) 2x6 BLOCKING UNDER FLOOR G.T. <br />RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ BUMP OUT 39 <br />SCALE:NTS <br />DETAILS &SECTIONS <br />f <br />1 B ii iiBlli,��a <br />+�,��1�1\lllli <br />�¢O W N <br />< <br />C4 <br />ROFESS\C <br />; <br />o\ <br />f�111I1! <br />111ito�ii <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida <br />Building Code - <br />Residential 6th Edition. 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