|
1
<br />SIMPSON HGAMV
<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 1 O/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 />4�a SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
<br />—]� SCHEDULE FOR SHEATHING DETAIL
<br />45°± /
<br />45° ± SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO BRACE SCHEDULE FOR
<br />APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO
<br />EXTEND AT LEAST 90% OF
<br />RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT
<br />EACH JOINT W/ (3) @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE)
<br />& (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT
<br />EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d
<br />2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d &
<br />SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO
<br />1/2" CDX PLYWOOD OR END BLOCKING
<br />' 7/16" OSB SHEATHING GYPSUM WALL BOARD
<br />ATTACHED W/ 10d GABLE TRUSS ;
<br />NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
<br />AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"
<br />CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED
<br />1OdX3" @ 3" O/C w/ 1 Od NAILS @ 6" O.C.
<br />THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD
<br />7
<br />INTO 2"x6" P T PLATE 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 EACH JOINT w/ (3)1 Od /
<br />2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ /
<br />FROM RIDGE FASTENED AT EA. END
<br />EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN
<br />TOE NAILS @ EA. END GABLE IS 4'-1" OR
<br />2x FRAME WALL (SEE WALL SHORTER) \\
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d
<br />OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS
<br />W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA.
<br />AND 12" O.C. FIELD END TYP. TOP &
<br />BOTTOM ATTACHED
<br />(2) 16d NAILS 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 />FASTEN WITH 10dx3" 4" O/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 HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO
<br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 112" 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 />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 ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS
<br />SIMPSON META12 w/ (7)
<br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2
<br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE S5 SCALE: N.T.S. S5
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP T co SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION � `o SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES _ 1/ (2)16d NAILS
<br />`° 60 co 2"x4" CROSS BRACE
<br />2x4 RAT RUN BRACING APPROX. 8" FROM
<br />AT 24" O.C. ON TOP OF ]tip
<br />RIDGE FASTENED AT
<br />EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2)10d TOE
<br />TRUSS SPANS NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING
<br />3 2x4 LAMINATIONS W/ 1 ROW
<br />r
<br />2 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF
<br />() () () () () () @ 48 O/C FOR THE 2 1
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS • () 6d NAILS
<br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ° FIRST (4) ROWS OF
<br />O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) 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 51/2" 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 />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 "T' BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od 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 />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 1Od NAILS @ 4" 0.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 />DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( )
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7
<br />SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5
<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 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 />SEE PLAN FOR
<br />CONNECTION
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I L'
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS �_;_
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<br />D )
<br />SECTION g L - -
<br />SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 -
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 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 />7"YA" MIN CFF M/C5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />SH SCHEDULE
<br />1TTACHMENT
<br />? SYP BLK'G @ 16" O.C.
<br />i x 0.131"
<br />AILS EA. SIDE
<br />.2X4 #2 SYP w/ 10d
<br />XO.131"@8"0.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL 10
<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 />`-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 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) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @a NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6-0" 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 />`CONT. BEARING "
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a'
<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 />LLj
<br />9
<br />Y CORNERJACK
<br />� U
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<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
<br />oil� ■1 1
<br />Icc
<br />INM1
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<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 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB NO : 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />NAILING SCHEDULE FOR SHEATHING
<br />DETAIL
<br />2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od /
<br />2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ /
<br />FROM RIDGE FASTENED AT EA. END
<br />EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN
<br />TOE NAILS @ EA. END GABLE IS 4'-1" OR
<br />2x FRAME WALL (SEE WALL SHORTER) \\
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d
<br />OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS
<br />W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA.
<br />AND 12" O.C. FIELD END TYP. TOP &
<br />BOTTOM ATTACHED
<br />(2) 16d NAILS 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 />FASTEN WITH 10dx3" 4" O/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 HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO
<br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 112" 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 />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 ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS
<br />SIMPSON META12 w/ (7)
<br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2
<br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE S5 SCALE: N.T.S. S5
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP T co SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION � `o SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES _ 1/ (2)16d NAILS
<br />`° 60 co 2"x4" CROSS BRACE
<br />2x4 RAT RUN BRACING APPROX. 8" FROM
<br />AT 24" O.C. ON TOP OF ]tip
<br />RIDGE FASTENED AT
<br />EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2)10d TOE
<br />TRUSS SPANS NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING
<br />3 2x4 LAMINATIONS W/ 1 ROW
<br />r
<br />2 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF
<br />() () () () () () @ 48 O/C FOR THE 2 1
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS • () 6d NAILS
<br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ° FIRST (4) ROWS OF
<br />O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) 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 51/2" 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 />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 "T' BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od 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 />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 1Od NAILS @ 4" 0.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 />DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( )
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7
<br />SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5
<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 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 />SEE PLAN FOR
<br />CONNECTION
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I L'
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS �_;_
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<br />D )
<br />SECTION g L - -
<br />SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 -
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 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 />7"YA" MIN CFF M/C5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />SH SCHEDULE
<br />1TTACHMENT
<br />? SYP BLK'G @ 16" O.C.
<br />i x 0.131"
<br />AILS EA. SIDE
<br />.2X4 #2 SYP w/ 10d
<br />XO.131"@8"0.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL 10
<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 />`-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 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) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @a NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6-0" 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 />`CONT. BEARING "
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a'
<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 />LLj
<br />9
<br />Y CORNERJACK
<br />� U
<br />w
<br />Z
<br />cr
<br />0
<br />U
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
<br />oil� ■1 1
<br />Icc
<br />INM1
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<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 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB NO : 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<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 />FASTEN WITH 10dx3" 4" O/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 HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO
<br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 112" 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 />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 ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS
<br />SIMPSON META12 w/ (7)
<br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4' 2
<br />1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE S5 SCALE: N.T.S. S5
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP T co SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION � `o SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES _ 1/ (2)16d NAILS
<br />`° 60 co 2"x4" CROSS BRACE
<br />2x4 RAT RUN BRACING APPROX. 8" FROM
<br />AT 24" O.C. ON TOP OF ]tip
<br />RIDGE FASTENED AT
<br />EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2)10d TOE
<br />TRUSS SPANS NAILS @ EA. END
<br />ATTACHED W/ 2 -16d
<br />AT EA. TRUSS JOINT 2x4 PANEL BLOCKING
<br />3 2x4 LAMINATIONS W/ 1 ROW
<br />r
<br />2 2 x 4 LAMINATIONS W/ 1 ROW 3 2 x 6 LAMINATIONS W/ 2 ROWS OF
<br />() () () () () () @ 48 O/C FOR THE 2 1
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS • () 6d NAILS
<br />2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL ° FIRST (4) ROWS OF
<br />O/C w/ (2) 16d (D = 0.207 , L = 4 1/2) 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 51/2" 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 />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 "T' BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od 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 />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 1Od NAILS @ 4" 0.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 />DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD ( )
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7
<br />SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5
<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 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 />SEE PLAN FOR
<br />CONNECTION
<br />OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL I L'
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2)12d TOENAILS �_;_
<br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING
<br />D )
<br />SECTION g L - -
<br />SEETYP.WALLSECTIONFOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 -
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 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 />7"YA" MIN CFF M/C5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />SH SCHEDULE
<br />1TTACHMENT
<br />? SYP BLK'G @ 16" O.C.
<br />i x 0.131"
<br />AILS EA. SIDE
<br />.2X4 #2 SYP w/ 10d
<br />XO.131"@8"0.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL 10
<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 />`-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 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) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @a NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6-0" 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 />`CONT. BEARING "
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a'
<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.
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<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
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<br />INM1
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<br />To the best of the Engineers knowledge, information and belief,
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<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />SCALE : AS NOTED
<br />SHEET NO.
<br />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 />7"YA" MIN CFF M/C5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />SH SCHEDULE
<br />1TTACHMENT
<br />? SYP BLK'G @ 16" O.C.
<br />i x 0.131"
<br />AILS EA. SIDE
<br />.2X4 #2 SYP w/ 10d
<br />XO.131"@8"0.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL 10
<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 />`-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 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) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @a NON - LOAD
<br />BEARING LOCATION UNEVEN CLG.
<br />rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6-0" 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 />`CONT. BEARING "
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a'
<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.
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<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
<br />oil� ■1 1
<br />Icc
<br />INM1
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<br />To the best of the Engineers knowledge, information and belief,
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<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB NO : 23-02469
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<br />SHEET NO.
<br />S5
<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 />`CONT. BEARING "
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a'
<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.
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<br />� U
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<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
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<br />Icc
<br />INM1
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<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 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN.
<br />oil� ■1 1
<br />Icc
<br />INM1
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<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 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB NO : 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />NOTE: LTOP 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 ( L
<br />AS PER BCSI SCALE: N.T.S. G
<br />SCISSOR TRUSS
<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
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<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 Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB NO : 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />
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