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<br />SIMPSON HGAMV
<br />W/
<br />(4) 1/4"xl 1/2" S DS
<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 - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND
<br />FASTENERS. (MIN. FIRST 4 BAYS)
<br />NAIL W/
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/
<br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 76d 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 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 - [RSHI - 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, BACKNAI L 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 />v
<br />IF
<br />45'±
<br />X
<br />45'
<br />SEESTRUCTURAL
<br />x
<br />-
<br />NOTES AND NAILING
<br />2X4 CROI BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAILY 2X4 KICKER
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(3) 10d
<br />1" BRACE TO EXTEND
<br />2x4CROSSBRACE
<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 />GABLETRUSS
<br />EACH JOINT W/ (3) 1 Od &
<br />FROM LEDGER TO
<br />SILL
<br />1/2"CDX PLYWOOD OR
<br />(2)1 Od TOE NAILS @ EA.
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />END
<br />BOARAD
<br />GYPSUM WALL BOARD
<br />ATTACHED W/ 10d
<br />WALL
<br />GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES
<br />E FIRS T
<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 />P. BOTTOM
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />OSB SHEATHING ATTACHED
<br />1 OdX3" @ 3" O/C
<br />CORD ATTACHED W/ (2) 16d TOENAI LS
<br />W/ 1 Od NAILS @ 6" O.C.
<br />13
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />EDGES AND 12" O.C. FIELD
<br />LN-1.
<br />INTO 2"x6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />NAILING SCHEDULE FOR SHEATHING�
<br />DETAIL
<br />N
<br />2"x4" CROSS BRACE--\
<br />x 1%
<br />APPROX. 8" FROM
<br />RIDGEFASTENEDAT
<br />DOUBLE TOP PLATE
<br />EACH JOINT W/ (3) 1 Od
<br />2X4 CROSS BRACE APPROX. 8"
<br />&(2) 10dTOE 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 />N,
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />>��-<
<br />SECTION FOR SIZE & SPACING)
<br />2X4 PANEL BLOCKING
<br />z <\
<br />,,-1/2"CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />(2) 16d
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />TRUSSES FROM EA.
<br />t NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />AND 12"O.C. FIELD
<br />�'�
<br />END TYP. TOP &
<br />BOTTOM ATTACHED
<br />�
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />"I,
<br />.
<br />.
<br />2X4 PANEL BLOCKING @ 48" O.C. FOR
<br />2x BLOCKING t I
<br />2x4'T'ON T6P OF PANEL BLOC 2"x6" P.T. SILL NOTCH 1" BRACE HERE I t 1
<br />WEEPSCREED THE FIRST (4) ROWS OF TRUSSES
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED U 2x4 "T"ON TOP OF PANEL
<br />1/2" x 8" "J" BOLT @ 48" O
<br />C
<br />INSTA LED PER MANUF.
<br />.
<br />.. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT W/ (�) 1/4"X1 1/2" SDS SCREWS TO
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />SIMPSON META12 W/ (7) 10dxl 1/2" NAILS AT 64" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES AT 24" O.C.
<br />1/2' NAILS AT 6' 0"
<br />"
<br />MOISTURE BARRIER
<br />1 Odx3" @ 4" O/C I.C.
<br />1
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
<br />IN KO BLOC
<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) 1 Od NAILS
<br />NOTE: IF EMBEDDED
<br />1 Odxl 1/2" NAILS AT EA.
<br />& (4) 1/4"X2 1/4' TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL
<br />SECTION
<br />TRUSS VERTICAL WEB (24--
<br />GABLE WEB SECTION
<br />WEB, USE MSTAM36 W/ (7)
<br />O.C. MAX) W/ MIN. 4"
<br />1 Od NAILS & (4) 1/4"X2 1/4"
<br />SCALE: N.T.S.
<br />EMBEDMENT IN KO BLOCK
<br />SCALE: N.T.S.
<br />LTITEN ON OUTSIDE
<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 />REFER TO DETAIL J
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP
<br />x
<br />SEE STRUCTURAL--,,,,.
<br />CHORD BLOCKING
<br />C\l
<br />go
<br />NOTES AND NAILING
<br />x
<br />INFORMATION
<br />00
<br />SCHEDULEFOR
<br />SHEATHING DETAIL BACKNAIL WEY
<br />(2) 16d NAILS
<br />WOOD TRUSSES
<br />00
<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 />tA
<br />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />10d & (2) 10d TOE
<br />TRUSS SPANS
<br />4D�
<br />4D�
<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
<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 />O/C FOR THE
<br />@48 K(2) 16d NAILS
<br />(2) 16d NAILS
<br />2X4 BLOCKIN G @ 24"
<br />(D = 0.148 ", L = 3") OR EQUAL
<br />(D = 0.207", L 4 1/2") OR EQUAL
<br />(D = 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. 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 314 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 />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />B.I.I.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />NON - LOAD BEARIffG LOCATION KD
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4" 1 TYPICAL NAILING SCHEDULES FOR BUILT
<br />1\ �5 -UP COLUMNS r8
<br />ADDITIONAL INFORMATION,
<br />SCALE: N.T.S.
<br />5_,,..,,
<br />\"-S
<br />IINIMUM 2x
<br />ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />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 />S5
<br />GABLE END BRACING DETAIL
<br />12"
<br />SEE RSH SCHEDULE
<br />FOR ATTACHMENT
<br />2X4 #2 SYP BLK'G @ 16" O.C.
<br />(2) 10d x 0.131"
<br />TOENAILS EA. SIDE
<br />CONT. 2X4 #2 SYP W/ 1 Od
<br />XO.131" @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />K01 0
<br />SCALE: N.T.S.
<br />'\ �5
<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 1 O/S5
<br />"L" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR
<br />7/16" OSB SHEATHING
<br />ATTACHED W/ 1 Od NAILS
<br />@ 6' O.C. EDGES AND 12'
<br />O.C. FIELD
<br />-2x4'7" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />2X4 BLOCKING-,,,,,, --2x4'T'BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />10d NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS EB
<br />DOUBLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />2x4'T'BLOCKING
<br />2X4 BLOCKING @
<br />48" O.C.
<br />16d NAIL
<br />"L" BRACE ATTACHED —
<br />W/ 10d NAILS @4110.�.
<br />TYPICAL
<br />; W
<br />4�
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL(_6
<br />S5
<br />SCALE: N.T.S.
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />"APHRA
<br />GM
<br />KING 0
<br />O/C
<br />SIMPSON SP2 W/ (12) 10d
<br />LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />1
<br />SECTION SECTION 16d PER SIDE
<br />3 SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />1\15� AS PER HIB 91 SCALE: N.T.S. \,. �5
<br />REV. 06.08.22
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/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/ 1 Od NAILS @ 6" O.C.
<br />O.C. FIELD
<br />JACK TRUSS
<br />//—SEE PLAN FOR
<br />2X4 '70N TOP OF PANEL--/
<br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
<br />1 Odx3" @ 4" O/C (2) 12d TOENAILS
<br />SECTION
<br />r9
<br />SCALE: N.T.S.
<br />\,'15�
<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"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 />z
<br />Uj
<br />9:
<br />I ING 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 />KOT
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />S5
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />1" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />1" BRACE
<br />2"x6" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0'011 - 39-011
<br />3'-0"- 6-01'
<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) 1" 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 112" 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"=V-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 />ENDJACK
<br />1 V-0" MAX.
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<br />0
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<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<br />M
<br />164,
<br />I
<br />Fidirl
<br />MM
<br />-M
<br />NOTE: L TOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />ZBO170M
<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 />@ 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) 1 Od 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
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<br />To the best of the Engineers knowledge, inforination and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edition, Engineers signature and sea] is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />M IT--
<br />LO
<br />0
<br />z
<br />E
<br />E
<br />0
<br /><
<br />_j
<br />JOB
<br />NO:
<br />23-06105
<br />SCALE
<br />AS NOTED
<br />SHEET NO.
<br />S5
<br />
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