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w <br />I <br />r- <br />N <br />i <br />a <br />N <br />cn <br />0 <br />CD <br />O <br />N <br />0 <br />J <br />O <br />I.D <br />S <br />4 <br />21 <br />Cr <br />c <br />0 <br />a <br />a <br />N <br />i <br />v <br />N <br />E <br />0 <br />0 <br />i <br />f7 <br />E2 <br />U <br />v <br />c� <br />i <br />r� <br />.o <br />rz <br />a <br />0 <br />0 <br />J <br />N <br />M <br />O <br />ai <br />0 <br />0 <br />N <br />O <br />N <br />0 <br />Q <br />m <br />v <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"xl 112" SDS <br />SCREWS <br />TO BLOCKING & (i <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 <br />' <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 DETAIL 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ $ -00/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 />' <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />(SEE TABLE BOTTOM CHORD ) <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)1 Old & <br />FROM LEDGER TO <br />• SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. '� <br />BLOCKING <br />' <br />7/16" OSB SHEATHING <br />END <br />ATTACHED W/ 1 Od <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 />wl 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 />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3)1 Old <br />/ z <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3) 1 Od & (2)1 Old <br />(NOT REQ'D WHEN <br />TOE NAILS @ EA. END <br />GABLE IS 4'4' OR <br />\\ <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <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 />\� <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,l 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES <br />@ 1/2 x 8 J BOLT @ 48 0 C 2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. INSTALLED PER MANUF. 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 />MOISTURE 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 />11 It 11 1I " <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" 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"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24° GABLE WEB S ECT I O N <br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" <br />2 <br />1Old NAILS & (4) 1/4"x2 1/4" SCALE: N,T.S. EMBEDMENT IN KO BLOCK <br />TITEN ON OUTSIDE S5 SCALE: N.T.S. 55 <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 />X-BRACING, AND TOP <br />`" <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />CO <br />00 <br />SCHEDULE FOR <br />SHEATHING DETAIL BACKNAIL w/ <br />WOOD TRUSSES <br />`° <br />1 1 2 <br />0 <br />11 <br />- <br />00 <br />(2)16d NAILS <br />2"x4"CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />1 1 2 <br />1 1 2 <br />9 <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 />ATTACHED W/ 2 -16d <br />NAILS @ EA. END <br />AT EA, TRUSS JOINT <br />2 2" x 4" LAMINATIONS W/ (1) ROW <br />O <br />(3) 2" x 4" LAMINATIONS W/ 1) ROW <br />( <br />3 2' x 6 LAMINATIONS W/ 2 ROWS OF <br />" <br />{) O <br />2x4 PANEL BLOCKING <br />OF STAGGERED WIRE NAILS <br />COMMONNAILS <br />STAGGERED0.2 <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE K.(2)16dNAILS <br />2X4 BLOCKING @ 24" <br />( j OR EQUAON <br />{OF D <br />1 EQUALVIRE <br />(D = 0.207", L = 41/2) 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" <br />DIA. 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. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARI G 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"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( ° <br />ADDITIONAL INFORMATION. <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />VVI. I II\VVVV UV 1 1 VIYI VVI \V UI\l1V IIYL.1 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />12" <br />SH SCHEDULE <br />XTACHMENT <br />SYP BLK'G @ 16" O.C. <br />i x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 1 Old <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri 0 <br />SCALE: N.T.S. SCJ <br />MEAN WALL HEIGHT UP TO 30'-O" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />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 />-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 />10dx3" @ 4" O/C <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" - i <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 />"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 />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d <br />SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3) <br />STUD WALL (SEE TYP. SEC.) ( <br />16d PER SIDE <br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. CJ'CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 <br />REV. 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >91' 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 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />ED ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL-J <br />L <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />1Odx3" @ 4" O/C <br />(2)12d TOENAILS <br />SECTION <br />g <br />SCALE: N.T.S. <br />S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA w/ (4) <br />1/4"xi 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)1 Old <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />Uj <br />BRACING w/ (3)10d x 3" AT z <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 />"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 />S-O" - 6-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"W' 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 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />L DBL. TOP PLATE <br />CONT. BEARING STUDS @ 16" O.C. <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 />1 V-0" MAX. <br />LU <br />0 <br />))CORNERJACK <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -1 1CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />C <br />w <br />d <br />w <br />0 <br />o <br />� <br />0 <br />1 <br />Z 1 <br />LLJ <br />M <br />o <br />0 <br />C� <br />w <br />o <br />o <br />� <br />-- <br />Q <br />O <br />g <br />w <br />F— <br />NOTE: LTOP 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) 7' BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 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 />e� <br />c <br />cv <br />Ln <br />C V CV <br />N -g N L <br />N g Q � <br />d <br />cc <br />�odd� <br />A. <br />i: C= <br />mac• ✓-� <br />to Ci- F� <br />G <br />� a <br />liiti2€it <br />.. w-) <br />. J <br />_ <br />C4 <br />' <br />s•. <br />F L O��"� •9 <br />4 <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's 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 />IW- <br />a,cyY Q <br />� E <br />OU <br />MN <br />wt <br />OY <br />N � o <br />00 a) N <br />N <br />0UJ <br />LLLLa <br />w <br />Z <br />S - <br />s o <br />N� o <br />�s <br />1 W <br />0 2 m <br />2 <br />LW <br />M Z d <br />N <br />OU <br />Z <br />W <br />0 <br />❑ ❑ <br />z N M <br />00 <br />Z N <br />z o <br />Q <br />J <br />d � <br />N� <br />M <br />Z aIlia <br />o <br />Q) <br />(� <br />Ill <br />U <br />O <br />o <br />Ln <br />w <br />w <br />cn <br />v 6 <br />w � <br />_ E <br />0 <br />N M <br />�91� <br />ti <br />o <br />w <br />Cl> <br />3 <br />Z <br />Z <br />Q <br />E <br />=o <br />>m <br />Fes- (6 <br />o E <br />oa <br />00 <br />O� <br />°Q <br />toL <br />a <br />C� <br />Q p <br />m `< <br />o" <br />> <br />m J <br />Q� <br />�Z <br />co <br />o<o <br />z a <br />�w <br />rn <br />aLL <br />=3 <br />v <br />0l <br />ov <br />3 <br />N CD <br />J <br />>M <br />Orn <br />Nm <br />c� <br />W <br />M <br />(a <br />O <br />N <br />Cr <br />°o <br />O <br />V) <br />>, <br />N <br />CD <br />}+ <br />0 <br />1 O <br />V1 <br />}+ <br />O <br />M <br />O <br />c6 <br />m N <br />L0 <br />N <br />Q <br />CD N <br />r <br />00 <br />E <br />M <br />CO <br />o <br />z <br />E O <br />E <br />o <br />U <br />m <br />d <br />Q p <br />JOB <br />NO: <br />23-00509 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />