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v <br />w <br />t <br />NO <br />41 <br />N <br />B <br />J <br />0 <br />I <br />N <br />NO <br />0 <br />LO <br />0 <br />ED <br />9 <br />O <br />i <br />3 <br />a <br />N <br />N <br />v <br />a <br />E <br />t° <br />y <br />rU <br />E <br />s <br />v <br />J <br />a <br />v <br />a� <br />CN <br />0 <br />ri <br />0 <br />0 <br />a <br />N <br />O <br />ai <br />0 <br />In <br />0 <br />I <br />Lj <br />w <br />M <br />m <br />SIMPSON HGAM11 <br />W/ <br />(4)1 /4"x1 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 - [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 DETAIL-7 (2)16d NAILS-\ <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 />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 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 />SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING <br />45°± <br />/ <br />45' ± <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 />, <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 />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA, <br />BLOCKING <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />END <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 />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 />CM <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINTw/ (3)10d <br />���� <br />2x4 CROSS BRACE APPROX. 8" <br />& (2)10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />11 <br />EACH JOINT w/ (3)1Od & (2)1 Od <br />(NOT REQ'D WHEN <br />N, i <br />; <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />i <br />\\\ <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />�i <br />%cSC <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />� <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />i �� (2)16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />• i <br />,,NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />�\ <br />• <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />\ <br />�\ <br />BOTTOM ATTACHED <br />\ <br />(2)16d NAILS <br />W/ (2)16d TOENAILS <br />x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />2x4 7' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH " BRACE HERE <br />WEEP SCREED "LTHE FIRST (4) ROWS OF TRUSSES <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED "" "BOLT 4 " 2x4 "T" ON TOP OF PANEL <br />INSTALLED PER MANUF. 1/2 x 8 J @ 8 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />@ 48" O.C. I I I I BLOCKING, FASTEN WITH <br />M IST RE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6 0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. <br />" e <br />1/2"x 8" J" BOLT @ 32 O.C. MINIMUM 6 FROM <br />0 U <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS <br />NOTE: IF EMBEDDED <br />10dx1 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 />1 TRUSS VERTICAL WEB (24" <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 <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <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 <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />N <br />f <br />X-BRACING, AND TOP <br />r <br />" <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 <br />1 <br />11 " <br />(2)16d NAILS <br />WOOD TRUSSES <br />;0 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2X4 RAT RUN BRACING <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />• <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />2 2" x4" LAMINATIONS W/ (1) ROW <br />() <br />(3) 2" x 4" LAMINATIONS W/ 1 ROW <br />() <br />" <br />(3) 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 <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" 0/C FOR THE <br />• (2) i6d NAILS <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />FIRST 4 <br />( ROWS OF <br />) <br />0/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" <br />DIA. x 51/2" 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. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <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 SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5, <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE 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 J <br />SCALE: N.T.S. S5 <br />GABLE END BRACING DETAIL <br />12" <br />ISH SCHEDULE <br />tTTACHMENT <br />SYP BLK'G @ 16" O.C. <br />1 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 O <br />SCALE: N.T.S. S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 />-1/2" 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 BLOCKING 2x4 7' 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 "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />11 <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.C� <br />TYPICAL <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />SIMPSON SP2 w/ (12)1 Od <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE -� <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) <br />SECTION 3 SECTION 4 16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 <br />REV, 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, 8d @ 6"0/C <br />IF >9" SEE 10/S5 r-WOOD TRUSSES <br />L 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. SIMPSON HGAMIOKTA w/ (4) <br />E ES AND 12" O,C. FIELD 1/4"xl 1/2" SDS SCREWS TO <br />JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" <br />XCSEE PLAN FOR TITEN TO CMU <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL-J <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g _ <br />SCALE: N.T.S. S5 <br />-MINIMUM (2)16d PER JOINT \--MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />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" 0/C (TYP) <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 LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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-O" - 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 />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />wiv i . o�rnnva - <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 />END JACK <br />11'-0" MAX. <br />LU <br />C7 <br />2 <br />9C,�r <br />CORNER JACK <br />Y <br />UQ <br />� <br />W <br />z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />Imp <br />'ors <br />I <br />iiii <br />� <br />'■ <br />� <br />i <br />cc <br />NOTE: ZTOP 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 ZBOTTOM 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 <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 />0 0 <br />a� o <br />2 C e0 Cj N <br />m <br />• o � <br />Q w CN <br />CU <br />w a_= CU <br />3 w <br />d .o <br />Ca) <br />% <br />� E <br />F <br />\`3 <br />a <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W E <br />0 <br />Q U <br />0 <br />O d QD C N W <br />ao N r <br />F0 <br />M 0 LL <br />a '� <br />MLLLL a- <br />iI13 <br />Z —v d <br />m c rn <br />L «_° o <br />O: r� m N V7 <br />Wt°n�°r. m w <br />. <br />in C'7 Z Q J <br />N ) L)O C <br />Z <br />W ❑ ❑ <br />- <br />M <br />N <br />z o <br />o 0 <br />z Co <br />1 z o <br />rI <br />a Y) <br />M <br />N z .9 <br />CD .9 <br />LL <br />W W <br />� <br />U <br />0 W s <br />C d <br />�Ul <br />Ln <br />Cn <br />L � <br />_ = ti <br />I <br />c C' S <br />Q <br />see <br />o <br />J< <br />w <br />M <br />i <br />Z <br />8 <br />wo <br />1j <br />>M <br />a ry <br />CZ <br />m U <br />-1 <br />Z® <br />o� <br />f— ru <br />. ° <br />0 o <br />23 E <br />z <br />,� <br />:9- I— <br />�<oz <br />Q z <br />O <br />o <br />w <br />x <br />o <br />Cn ro <br /><o <br />mo <br />z�mW <br />J <br />¢ <br />I. <br />3 <br />0 <br />So <br />a <br />T <br />wLL <br />ao <br />$z <br />y W <br />rz <br />J <br />o <br />< <br />a <br />=3 <br />yo <br />M <br />d F <br />00 <br />c <br />0 <br />> LO <br />t0 <br />m <br />O <br />^, <br />L <br />O <br />Co <br />N <br />LO <br />i� <br />07 <br />V/ > <br />ILO <br />3:N <br />Cfl <br />-� LO O <br />Ln <br />Q LO <br />T <br />Z M <br />7 O LO <br />o <br />Z <br />f0 <br />z <br />W <br />E (V m <br />`m <br />a <br />Eq �5 <br />(1) <br />CJ ¢ pM <br />JOB <br />NO: 23-06122 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />