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o, <br />3 <br />a <br />rn <br />`v <br />0 <br />0 <br />0 <br />CD <br />0 <br />I <br />/ <br />a <br />rn <br />LO <br />UO <br />`v <br />o- <br />a <br />0 <br />J <br />�t- <br />0 <br />I <br />0 <br />O <br />Q <br />N <br />N <br />d <br />E <br />0 <br />v <br />c <br />c <br />J <br />N <br />r7 <br />U <br />0 <br />i <br />U <br />.O <br />i <br />a <br />a <br />V <br />-0 <br />ILL <br />GV <br />cV <br />O <br />O� <br />w <br />v <br />0 <br />0 <br />N <br />N <br />000 <br />v <br />0 <br />a <br />m <br />CROSS BRACING DETAIL (TYP.) <br />SCALE:NTS <br />TRUSS NOTES: <br />CONV. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <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 <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />NAILS AT EACH TRUSS INTERSECTION. Cg <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <br />VVI L- Ivu k�y "nVl 1 1 I1V YY— <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2x8 BLOCKING NAILED @ <br />- EACH SIDE w/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 w/ (24) 10d x <br />1 1/2" NAILS EACH <br />TB <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — <br />MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. A A . <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 %A <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING JACK <br />MAX 24" SPAN (EITHER USSES HIP <br />SIDE OR BOTH IF REQ'D) G.T <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE:NTS <br />(2) 2x8 #2 SYP wj <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 />SIMPSON LSTA18 <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <br />w/ (12) 1Od NAILS <br />CENTERED AT <br />SIMPSON H w/ <br />16d INTO HEAADERDER & <br />(6) <br />SEE PLAN L. <br />FOR CANT. <br />10d TOP & BOTTOM <br />SPLIT TO TIE <br />10d INTO BEAM -SEE <br />OR SIMPSON H2.5A w/ <br />BEAMS TOGETHER <br />ROOF PLAN FOR MORE <br />(10) 8d NAILS <br />INFO <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 (2) #7 x 3-1/2" <br />WOOD SCREW EACH <br />TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />AT 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />SEE FLOOR PLAN <br />FOR COLUMN SIZE <br />& ADDITIONAL INF( <br />SEE FLOOR PLAN FOR <br />COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE <br />CONNECTION INFO REQ'D ONLY WHEN <br />INDICATED ON BM. <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />INDICATED ON BM. CONNECTION INFO f-% M-r 1 r'\ A 1 n <br />OPT lull A SCHEDULE/PLAN <br />D PT I D N B <br />COMMON <br />BM. <br />TO <br />POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />A � A <br />SEE PLAN FOR <br />SCALE: 3/4"=V-0" <br />BM. SPLICE OVER <br />CENTER OF POST <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 s <br />SCALE: NTS <br />2x4 #2 SYP NAILER. NAIL <br />TO STUDS w/ (3) 16d AT <br />EACH STUD - TOENAIL ROOF AND EXTERIOR <br />EACH TRUSS TO NAILER SHEATHING ATTACHED <br />w/ (3) 10d PER NAILING SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />IF 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />w/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />ATTACH SECOND PLY <br />w/ (3) ROWS OF 16d <br />NAILS AT 24" O.C. <br />DIAGONAL 2x8 #2 SPF RIDGE BEAM <br />AT 8'-0" WOOD � SIMPSON LUS26 w/ (8) 10d NAILS <br />MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (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 10d NAILS VERIFY WITH PLAN FOR <br />/01f I I COLUMN SIZE & TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER w/ (3) <br />1/2" X 4 1/2" LAG SCREWS ATTACH LOCATION AND DIRECTION <br />2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (IF PARALLEL SEE 2/D2 FOR <br />T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH <br />FLOOR TRUSS, 24" O.C. MAX. (AT BLOCKING INFO) <br />BEARING SUPPORT MIDDLE o. 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 3 PLAN FOR MORE INFO SCALE:NTS <br />5" <br />WOOD TRUSS 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 />0jL VARIES _._ 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 <br />NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS NAILS SP2 w/ (T 12 10d NAILS AT TOP <br />BASE & SIMPSON <br />2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. <br />16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS <br />TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON V NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS <br />PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d 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 />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />VARIES SEE PLAN 2x4 BASE PLATE W/ NAILS @ 16" O.C. ALONG W/ <br />VARIES W/ 1/2" PLYWOOD <br />W77 ROOFSLOPE FOR WALL LOCATION <br />SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x <br />(22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING <br />SIMPSON MTS12 w/ EACH COMMON BELOW 16" O.C. <br />WOOD WALL <br />- - ll TRUSS/ FRAMING <br />OR TRUSS. 2X4 CONT. W/ (2) � <br />MIN. 2x4 #2 SPF STUDS @ -, (14) 10d x 1 112 NAILS TYP TOP &BOTTOM <br />j TO FLOOR GIRDER _- <br />SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR <br />NAILS EACH SHEATHING ATTACHED I BELOW @ 16" O.C. j <br />STUD TYP. T&B PER NAILING SCHEDULE & . MASONRY WALL BELOW: SIMPSON <br />(3) 12d TOENAILS TO - - - -), °<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD <br />TRUSS OR SEE PLAN FOR PLATE BELOW - -- MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING <br />ROOF SYSTEM TOP OF WALLL4 OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ <br />E. SEE TRUSS PLAN a (24) 10d 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 Q ' 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 CONNECTIONS TO G.T. 16d NAILS AT EACH END <br />EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 <br />SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS SCALE: NTS <br />DETAILS & SECTIONS <br />cue <br />00 <br />N <br />U <br />O <br />-o <br />d <br />LW <br />- > W <br />o � <br />,r <br />�z. o <br />_cc mX <br />-- /z <br />- H cc O a- <br />• <br />Q r N Y <br />d a., <br />21: <br />co <br />•d <br />ova <br />9= "'3 cc <br />>r <br />Y c c <br />d <br />ems•-� <br />y O. <br />c <br />w <br />�gtt',JiiiI6dBd//llf <br />•�d. <br />jC� <br />rz <br />o <br />FL015. <br />�>!!//dl1i1111o+t�� <br />i <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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