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3 <br />-o <br />a <br />-d- <br />rn <br />LO <br />LO <br />O <br />v- <br />0 <br />.a <br />CID <br />0 <br />J <br />0 <br />I <br />N <br />/ <br />Q <br />rn <br />LO <br />L <br />0 <br />Cr <br />0 <br />a <br />CC) <br />0 <br />0 <br />J <br />0 <br />I <br />LO <br />LO <br />v <br />_ <br />0 <br />C <br />Y <br />a <br />N <br />0 <br />a <br />E <br />N <br />O <br />`v <br />9 <br />J <br />t7 <br />E2 <br />U <br />v <br />c <br />U <br />N <br />z <br />'o <br />a <br />0 <br />0 <br />U <br />J <br />GJ <br />00 <br />C� <br />O <br />a <br />a <br />0 <br />d <br />N <br />N <br />00 <br />45 <br />0 <br />16 <br />0 <br />i <br />Q <br />r <br />m <br />,o <br />v <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (2 <br />1/4"X2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END, <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAILS (2)166 NAILS—\ <br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX' 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 1 O/S5 MAX 9. <br />BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 MAX. 9" <br />SCHEDULE FOR SHEATHING DETAIL SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />NAILING SCHEDULE FOR SHEATHING <br />/ <br />DETAIL <br />45' ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2"x4" CROSS BRACE <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />"L" <br />APPROX. 8" FROM <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x8 SYP#2 BRACE TO <br />RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />NKI�KER <br />EXTEND AT LEAST 90% OF <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 1 Od <br />EACHJOINTW/(3) 10d <br />L" BRACE TO EXTEND <br />2x4 CROSS BRACEWEB <br />LENGTH & NOTCH AT2x4 <br />CROSS BRACE APPROX. 8" <br />& (2)10d TOE NAILS @ <br />& (2)10d TOE NAILS @AT <br />LEAST 90% OF WEB <br />APPROX. 8" FROMBOTTOM <br />CHORD (SEE TABLE) <br />FROM RIDGE FASTENED AT <br />EA. END <br />"L" BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />H2.5A w/ (10) 8dTOE <br />EACH JOINT w/ (3) 10d & (2) 10d <br />(NOT REQ'D WHEN <br />AT LEAST 90% OF WEB <br />P.T. <br />GABLE TRUSS <br />EACH JOINT w/ 3 10d &SIMPSON <br />()FROM <br />LEDGER TO <br />• • <br />NAILS @ EA. END <br />GABLE IS 4'-1" OR2x8 <br />�� <br />SILL <br />1/2' CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />GABLE TRUSS <br />' <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALLBOARD <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />GABLE TRUSS <br />1/2"CDX PLYWOOD OR 7/16" <br />@ 48" 0/C FOR THE <br />/ (2) 16d <br />7/16" OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 1Od NAILS <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />�� <br />@ 6" O.C. EDGES AND 12" <br />10dX3" @ 3" 0/C <br />2°x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />O.C. FIELD <br />THROUGH CHORD <br />EDGES AND 12" O.C. FIELD <br />(2) 16d NAILS <br />\ <br />"T" <br />"T" <br />INTO 2"x6" P.T. PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />2x BLOCKING <br />W/ (2) 16d TOENAILS <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />THE FIRST (4) ROWS OF TRUSSES <br />"T" <br />10dx3" @ 4" O/C <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />1/2" x 8" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />FROM EA. END TYP. TOP & BOTTOM <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO <br />() <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />ATTACHED w/ (2)16d TOENAILS <br />10dx3" @ 4" O/C <br />TRUSS & (4)1/4"0" SDS SCREWS TO PLATES AT 24" O.C. <br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH <br />STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB <br />WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION <br />2 <br />10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK <br />TITEN ON OUTSIDE S5 SCALE: N.T.S. S`j <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR f f <br />X-BRACING, AND TOP N M SEE STRUCTURAL <br />CHORD BLOCKING N NOTES AND NAILING <br />x Ix <br />INFORMATION Z SCHEDULE FOR <br />SHEATHING DETAIL BACKNAIL W/ <br />1 1 1/ (2) 16d NAILS <br />WOOD TRUSSES c° 00 2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2X4 RAT RUN BRACING RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 <br />BOTT. CHORD FOR 4 EACH JOINT w/ (3) <br />TRUSS SPANS 10d & (2) 10d TOE <br />ATTACHED W/ 2 - 16d '7 NAILS @ EA. END <br />AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE • (2)16d NAILS <br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 112") OR EQUAL FIRST (4) ROWS OF <br />O/C w/ (2) 16d (D = 0.207' , L = 41/2) OR EQUAL TRUSSES FROM EA. <br />TOENAILS @ EA. END NOTES: END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />SPACE AS SHOWN FOR 3-PLY <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d <br />SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) <br />NAILS AT EACH STUD <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. SJ <br />REV. 06.08.22 <br />MAX. 9° 8d @ 6"0/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 r WOOD TRUSSES <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />SIMPSON HGAM10KTA w/ (4) <br />E ES AND 12" O.C. FIELD <br />1/4"xl 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4) 1/4"x2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I [J <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ I� - <br />EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS <br />NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION g _ <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />{- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />TOENAIL <br />(2) 16d NA <br />12" <br />SH SCHEDULE <br />TTACHMENT <br />t SYP BLK'G @ 16" O.C. <br />I x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Od <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri 0 <br />SCALE: N.T.S. SrJ <br />1 GABLE TRUSS <br />S5 <br />1" BRACE W/ 1 Od @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />° a < 'id <br />° a <br />— - - --I� —--—.__.i� -- -- - -- -- - - <br />!�� <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T,S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2 x 4 BLOCKING w/ (2)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />w <br />a <br />\-BRACING w/ (3) 10d x 3" AT = <br />EACH CONN. @ 24" O/C <br />-MOISTURE BARRIER <br />-BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-O" <br />T-0" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1Od NAILS @ 4" <br />O.C. TYPICAL <br />B <br />GABLE TRUSS WE <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T"BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAILr 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />w <br />Uj <br />0 <br />o <br />4 <br />-- <br />0 <br />�r <br />o <br />X <br />----0 <br />z O <br />LLJ <br />w d <br />co <br />Q o <br />0 :;r <br />o <br />� <br />o <br />o <br />� <br />— <br />— <br />— <br />— <br />dLU <br />--- <br />NOTE: ZTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ T-O" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 10d AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />� y w <br />C (O U N <br />...omx <br />C j ro <br />2 d <br />> r. <br />ar o �. a <br />;= <br />U <br />y <br />io N .ca <br />Gf N <br />'.=a <br />N E� <br />� o <br />0 <br />I r" <br />Y7f'v <br />ap�r <br />CV <br />rya <br />-10 <br />co <br />�. <br />• ��A�A f' tin 1 �, ,�.,,i ,, ` n �) a � t <br />.'�\ <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />W E <br />M <br />Ago4 08 <br />! <br />0 <br />V N N CA n <br />Y o c m r• <br />0 <br />N tn�0� <br />N co yr <br />N 5 J a_ <br />4 C <br />-J 52 I <br />Z- a Li a Y <br />yo� 0 <br />Y z <br />W rn rn cc Li <br />Z X Z m¢ J <br />Z N 00 U <br />U <br />W 1:1❑ <br />N M <br />O O <br />z <br />z <br />Q <br />J <br />N <br />M <br />N zCz <br />s <br />� N <br />W <br />C) <br />O�, o <br />N <br />�N <br />co <br />U <br />W J <br />ir— <br />U o �' <br />• <br />m <br />BOAN <br />w <br />co <br />t"M <br />O <br />z <br />Q <br />� <br />co E <br />os <br />zo <br /><� <br />E 8 <br />wz <br />Z© <br />oa <br />N <br />F <br />20 <br />X U <br />UO <br />0 U <br />�� <br />O <br />N <br />oa <br />~ <br />p <br />¢o <br />a Z <br />�J <br />Cl) <br />¢om� <br />�a <br />o� <br />1� <br />zCIO <br />z <br />J <br />a e <br />¢w <br />�z <br />Cnhm <br />CL <br />w <br />z <br />g° <br />a <br />w <br />io <br />- <br />J <br />o <br />w� <br />>° <br />a <br />CO <br />z <br />�a 00� <br />-117 <br />>(0 <br />J <br />L0 '^ <br />u , <br />rn <br />Q <br />(D <br />o- <br />i^^'' <br />0 <br />Y <br />Y (d <br />T <br />m <br />LO <br />r <br />O � N <br />L <br />(LO <br />.0O <br />T- <br />T- <br />oo <br />T <br />E <br />Z <br />N <br />z <br />n <br />O <br />E y <br />m <br />a <br />Ei <br />0 Q p <br />JOB <br />NO: 22-09411 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />• d . <br />" Y <br />y� 1 <br />