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3 <br />U <br />r- <br />r` <br />0 <br />N <br />m <br />I_ <br />0 <br />N <br />0 <br />0 <br />Q <br />CV <br />0 <br />r— <br />a <br />N <br />I <br />cV <br />N <br />12 <br />v <br />/ <br />C <br />0 <br />U <br />QN <br />N <br />0 <br />i <br />E <br />co <br />a <br />`o <br />C <br />J <br />N <br />O <br />U <br />O <br />U <br />i <br />U <br />N <br />0 <br />li <br />a <br />0 <br />0 <br />LZ <br />0 <br />N <br />N <br />0 <br />0 <br />d <br />N <br />N <br />O <br />N <br />\ <br />N <br />0 <br />0 <br />Q <br />m <br />SIMPSON HGAM1( <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & (� <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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 10IS5 BACKNAIL w/ (2) 16d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH1- ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/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 SEE STRUCTURAL NOTES AND <br />t7 SCHEDULE FOR SHEATHING DETAIL <br />45'± <br />/ <br />45' t <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAILV 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 10d & <br />FROM LEDGER TO <br />SILL <br />112" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />' <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />ATTACHED W/ 10d <br />GYPSUM WALL BOARD <br />GABLE TRUSS <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 />' <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />---- <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />X <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 1 Od <br />/ <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 1 Od TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3) 1 Od & (2) 1 Od <br />(NOT REQ'D WHEN <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />\\ // <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING11_' <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" 0/C FOR THE <br />/ <br />(2) 16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />\ <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />WEEP SCREED THE FIRST (4) ROWS OF TRUSSES <br />FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" 8" "J" BOLT 48" O C 2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO <br />SIMPSON META12 w/ (7) 10dx1 112" NAILS AT U-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER 1Odx3" @ 4" O/C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />1Odx1 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4' 0" 0/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />55 <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI <br />- ON FRAMING SHEET FOR SHEATHING <br />REFER TO DETAIL J <br />N <br />AND FASTENERS. (MIN. <br />FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />�0 <br />- <br />NOTES AND NAILING <br />INFORMATION <br />`� <br />00 <br />SCHEDULE FOR <br />— <br />SHEATHING DETAIL <br />BACKNAIL w! <br />1 1 2' <br />11• <br />(2) 16d NAILS <br />WOOD TRUSSES <br />- <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 1 2 <br />1 1 2 <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 - 16d <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) <br />2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED <br />30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />k16d <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 4 1/2") OR EQUAL (D <br />= 0.207", L = 4 1/2") OR EQUAL <br />FIRST (4) ROWS OF <br />O/C w/ (2) 16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. <br />x 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />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 />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN.AG <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARLOCATION 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 ( O <br />IINIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />lR J\�R JL\�11�1� <br />12" <br />E RSH SCHEDULE <br />IR ATTACHMENT <br />4 #2 SYP BLK'G @ 16" O.C. <br />10d x 0.131" <br />)ENAILS EA. SIDE <br />)NT. 2x4 #2 SYP w/ 1 Od <br />X0.131"@8"0.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-112" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />REV. 06-08.22 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 <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 />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />{Y SEE PLAN FOR <br />rCONNECTION <br />`` <br />2x4 "T" ON TOP OF PANEL-' <br />LLij <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C <br />(2) 12d TOENAILS r <br />j <br />SECTION <br />ill..• <br />g <br />II <br />SCALE: N.T.S. <br />S5 <br />OVERLAP TRUSS BRACING <br />OVERLAP <br />AT LEAST TWO TRUSS SPACES 6" <br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMIOKTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />oa <br />BRACING w/ (3) 10d x 3" AT I = <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 LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />1" 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" - S-0" <br />T-0" - 6-0" <br />U-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" O/C, <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SIDS <br />^- ^ <br />`—l.VIV I , tStNl'(IIVU <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 />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ �_ <br />48" O.C. <br />"L" BRACE ATTACHED <br />W/ 10d NAILS @ 4" O.C� <br />TYPICAL <br />16d NAIL <br />GABLE TRUSS WEB -� <br />SINGLE 1" BRACING DETAIL ris <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C <br />GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE J <br />SCISSOR GABLE "T" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />"X" BRACE SEE DET. <br />J/S5 <br />CONTINUOUS <br />BOTTON <br />CHORD BRACING 2X4 <br />C'3 <br />U <br />Q <br />LU <br />0 <br />v <br />v <br />U <br />- <br />W O <br />U <br />o <br />0 <br />v <br />-- <br />o <br />--- <br />o <br />xx---- <br />Q <br />----M <br />Q <br />� <br />C3 <br />— <br />— <br />— <br />NOTE: <br />TOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" 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(_T� <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />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 />N <br />o <br />C1%j <br />C, <br />C" <br />y W <br />Oa <br />_== <br />C� o <br />LU <br />Q a o <br />N <br />Z <br />� c o <br />a f ° a, <br />y d .C7 <br />c � <br />a u <br />f1//lIq <br />\\\````\\1titt111if <br />•'' <br />o �'�,\ pF <br />w <br />(! C <br />�d <br />ejrr/rlfff!ilfilt\,�\\�` <br />ell, <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 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal <br />N <br />a0 <br />co coE S <br />Q <br />N N 01 .n <br />C N � <br />=�cc <br />N <br />cn�r•,Z <br />co > '� <br />J LL LL w a <br />-a <br />_ <br />_� <br />-E H2_ o <br />N <br />W <br />0Mi m <br />ILN <br />LO N z Q <br />M r_ <br />Z <br />OU IS <br />W <br />o <br />❑ <br />U <br />� <br />z <br />S <br />M <br />v <br />43 <br />Cz <br />M <br />Ly N <br />I� <br />U <br />= r 8 <br />4101 <br />Q N 0 <br />r- <br />M <br />c- <br />d C <br />=o <br />o <br />i <br />z9 <br />o a <br />z <br />o <br />o@ <br />&� <br />2,z <br />0� <br />0Q <br />w� <br />0 <br />N C <br />m0 <br />o <br />iLL <br />z <br />J <br />�b <br />gx <br />W <br />rw <br />g_ <br />3p <br />S1 Z <br />tWW <br />�2 <br />�O <br />O <br />'R <br />w <br />a F <br />O- <br />C O <br />O <br />N M <br />`., <br />ON <br />(O <br />0 <br />� <br />N <br />co <br />v / <br />m <br />O <br />� <br />CD <br />d <br />L0 <br />N <br />Q <br />� N <br />'_ <br />Q � <br />N <br />E N <br />``' <br />Z <br />m <br />Z <br />� <br />E <br />N <br />fO <br />IL <br />E <br />O 0 <br />U J <br />Q 4 <br />JOB NO: <br />22-12351 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />