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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 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 1 O/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 />45°±
<br />/
<br />45' ±
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />'
<br />SHEATHING DETAILY 2x4 KICKER
<br />Zx8 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)
<br />"L" BRACE TO EXTEND
<br />2x4 CROSS BRACE
<br />WEB LENGTH & NOTCH AT
<br />'
<br />& (2)10d TOE NAILS @
<br />@
<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 />r/ 1/2"-CDX PLYWOOD OR
<br />ENS d TOE NAILS @ EA. .•
<br />BLOCKING
<br />•
<br />7/16" OSB SHEATHING
<br />GYPSUM WALL BOARD
<br />ATTACHED W/ 10d
<br />GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES
<br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
<br />112" 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 />3" O/C
<br />CORD ATTACHED W/ (2)16d TOENAILS
<br />w/ 10d NAILS @ 6" O.C.
<br />THROUGH CHORD
<br />THROUGH
<br />G
<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) 10d
<br />/
<br />2x4 CROSS BRACE APPROX. 8"
<br />& (2) 10d TOE NAILS @
<br />/
<br />FROM RIDGE FASTENED AT
<br />EA. END
<br />EACH JOINT w/ (3)1Od & (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 BLOCKING
<br />��
<br />1/2" CDX PLYWOOD OR 7/16°
<br />@ 48" O/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 />(2)16d NAILS
<br />W/ (2)16d TOENAILS
<br />\
<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 2x4 "T" ON TOP OF PANEL
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2 x 8 J BOLT @ 48 0 C ( )
<br />INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />MOISTURE BARRIER SIMPSON META12 w! (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 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
<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 />1 Odx1 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 />1
<br />GABLE WEB SECTION
<br />2
<br />WEB, USE MSTAM36 w/ (7)
<br />O.C. MAX) w/ MIN. 4"
<br />1 Old 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 />Sj
<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 />4
<br />N
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />r
<br />X-BRACING, AND TOP
<br />r
<br />SEE STRUCTURAL
<br />CHORD BLOCKING
<br />N
<br />NOTES AND NAILING
<br />INFORMATION
<br />`°
<br />�
<br />�
<br />SCHEDULE FOR
<br />SHEATHING DETAIL
<br />BACKNAIL w/
<br />WOOD TRUSSES
<br />00
<br />1 1
<br />0
<br />11
<br />2"x4" CROSS BRACE
<br />(2) 16d NAILS
<br />APPROX. 8" FROM
<br />2x4 RAT RUN BRACING
<br />1
<br />1 2"
<br />1
<br />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 />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 />(3) 2" x 4" LAMINATIONS W/ (1) ROW (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 STAGGERED 30d COMMON WIRE NAILS
<br />@ 48" O/C FOR THE
<br />. (2)16d NAILS
<br />2x4 BLOCKING @ 24"
<br />(D = 0.148", L = 3") OR EQUAL
<br />(D = 0,207", L = 4 1/2") OR EQUAL (D = 0,207", L = 41/2") OR EQUAL
<br />FIRST (4) ROWS OF
<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" 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 />wl (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"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S. S5
<br />i
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />---- -.,, , ��.� .,.,�,� �,.r,,,,�. � 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />vviv r . uLnrviv�
<br />GABLE END BRACING DETAIL
<br />12"
<br />SEE RSH SCHEDULE
<br />FOR ATTACHMENT
<br />2X4 92 SYP BLK'G @ 16" O.C.
<br />(2)1 Od 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 (0"_1�0
<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/ 1 Od 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 />10d 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/ 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" O/C
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />x @ SIMPSON SP2 w/ (12)1Od
<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 />16d PER SIDE
<br />SECTION 3 SECTION 4 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"O/C
<br />IF >9" SEE 1O/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.
<br />SIMPSON HGAMIOKTA w/ (4)
<br />E ES AND 12" O.C. FIELD
<br />1/4"x1 1/2" SDS SCREWS TO
<br />JACK TRUSS
<br />BLOCKING & (4)1/4"X2 3/4"
<br />SEE PLAN FOR
<br />TO CMU
<br />XCTITEN
<br />CONNECTION
<br />2x4 "T" ON TOP OF PANEL -
<br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/
<br />1Odx3" @ 4" O/C (2)12d TOENAILS
<br />SECTION rg
<br />SCALE: N.T.S. SCJ
<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)10d
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />a
<br />z
<br />—1 a
<br />BRACING w/ (3)10d x 3" AT _
<br />• EACH CONN. @ 24" 0/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 SCALE: N.T,S.
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />"L" BRACE
<br />(1) 2"x4" (U.N.0.)
<br />"L" BRACE
<br />2"x6" (U.N.O.)
<br />"L" BRACE
<br />24"
<br />0'0" - 3'-0"
<br />3'-0" - 6-0"
<br />6-0" & GREATER
<br />SCISSOR GABLE
<br />- (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 HGAIOKT w/ (4) 1/4"xi 1/2" SDS^^ ^
<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 20'-0" MAX
<br />7' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
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<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) "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 />W1 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
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<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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />NO:
<br />23-00502
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S5
<br />
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