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<br />CL
<br />0-
<br />C'4
<br />Go
<br />83-
<br />18.
<br />(19
<br />SIMPSON HGAMV
<br />W/
<br />(4) 1/4"xl 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 1 O/S5
<br />MAX 9"
<br />BACKNAIL wt (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />45*±
<br />45'
<br />SEESTRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CROI BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAILY 2x4 KICKER
<br />4,KIKER
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />S@41*±
<br />8 _O�O/C
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(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 />S IM PSON H2.5A w/ (10) 8d
<br />2x8 P.T.
<br />GAB ETRUSS
<br />EACH JOINT w/ (3) 1 Od &
<br />FROM LEDGER TO
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)10d TOE NAILS @ EA.
<br />END
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />ATTAC H ED W/ 1 Od
<br />GYPSUM WALL B�ARD
<br />GABLETRUSS
<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 />1 OdX3" @ 3" O/C
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />�7
<br />w/ 10d NAILS @ 6" O.C.
<br />I 14L
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD L
<br />EDGES AND 12" O.C. FIELD
<br />FRI 1
<br />INTO 2 6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />UNSUPPORTED,
<br />BACKNAIL w/ (2) 16d NAILS
<br />IF
<br />IF >9" SEE 10/S5
<br />SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR SHEATHINGi
<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 Od
<br />A PR X.
<br />& (2) 10d TOE 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 />I*, ,,
<br />TOE NAILS @ EA. END
<br />GABLE IS 4'-1 " OR
<br />11 N, 11
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />CDX PLYWOOD OR 7/1 6"
<br />@ 48" O/C FOR THE
<br />(2) 16d
<br />,,,,-1/2"
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />/*
<br />NAI ILS
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />AND 12" O.C. FIELD
<br />END TYP. TOP &
<br />BOTTOM ATTACHED
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />2x4 PANEL BLOCKING @
<br />.
<br />.
<br />48" O.C. FOR CKING
<br />2x4 "T" ON T6P OF PANEL BLOCKING-:S, 74" P.T. SILL - NOTCH 1" BRACE HERE
<br />FASTENWITH 10dx3" @4"O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
<br />1/2" x 8" "J" BOLT @ 48" O
<br />C
<br />2x BLO
<br />@ 48" O.C. INSTALLED PER MANUF.
<br />.
<br />. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
<br />SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO
<br />011 BLOCKING, FASTEN WITH
<br />SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6`_ INSTALLED PER MANUR ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" 70.C.
<br />P
<br />"
<br />" "
<br />"
<br />"
<br />"
<br />MOISTURE BARRIER 1 Odx3" @ 4" O/C
<br />1/2
<br />x 8
<br />J
<br />BOLT @ 32
<br />O.C. MINIMUM 6
<br />FROM
<br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER S I M PSON M ETA1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<br />'x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4'
<br />STRAP MISSED VERTICAL SECTION
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
<br />TRUSS VERTICAL WEB (24,, GABLE WEB SECTION- r2
<br />'x2 1/4"
<br />I Od NAILS & (4) 1/4' SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE SCALE: N.T.S.
<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 />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP
<br />SEE STRUCTURAL
<br />CHORD BLOCKING
<br />to
<br />go
<br />NOTES AND NAILING
<br />1
<br />INFORMATION
<br />SCHEDULE FOR
<br />SHEATHING DETAIL BACKNAIL w/-/
<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 />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />10d & (2) 10d TOE
<br />TRUSS SPANS
<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
<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" O/C FOR THE AILS
<br />(2) 16d N
<br />2X4 BLOCKING @ 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 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 />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />EXT. WALL CONN. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON - LOAD BEAROG LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SCALE: 3/4" =v_o-, r8
<br />SEE TYP. WALL SECTION FOR TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />S5
<br />4INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS)
<br />TOENAIL i
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />piff, Uk "ALqk1Td:2 A KL&I
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />RSH SCHEDULE
<br />ATTACHMENT
<br />#2 SYP BLK'G @ 16" O.C.
<br />Od x 0.131
<br />NAILS EA. SIDE
<br />IT. 2x4 #2 SYP w/ 1 Od
<br />XO. 131 @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL ri 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 />MINIMUM (2) 16d PER JOINT
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/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
<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 />1 Odx3" @ 4" O/C
<br />2x4 BLOCKING-,,,,,, —2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W/
<br />10d NAILS @ 4'
<br />O.C. TYPICAL
<br />GABLE TRUSS W B
<br />DOUBLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />2 '7 BL KI
<br />2x4
<br />48" O.C.
<br />16d NAIL
<br />1" BRACE ATTACHED
<br />W/ 1 Od NAILS @ 4" O.0
<br />TYPICAL
<br />TTF1_ .1
<br />W
<br />4L
<br />GABLE TRUSS WEB -J
<br />SINGLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />DIAPHRAGM
<br />BLOCK[
<br />NG @
<br />48" O/C
<br />CEEPE!T G BLE TRUSS
<br />_:ttl TRUSS VERTICAL
<br />7--
<br />P��q
<br />T SIMPSON SP2 w/ (12) 10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" 1" BRACE
<br />SLOPE OF ADJACENT TRUSS) TV I=r.1 FASTENED WITH (3
<br />STUD WALL (SEE TYP. SEC.) 16d PER SIDE
<br />SECTION
<br />K' 4�
<br />SECTION SCISSOR GABLE #171 BRACE@
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />REV. 06.08.22 1-,, �5 AS PER HIB 91 SCALE: N.T.S.
<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 />EPqES AND 12" O.C. FIELD
<br />JACK TRUSS
<br />SEE PLAN FOR
<br />�,:__CONNECTION
<br />2X4 "T" ON TOP OF PANEL-j
<br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/
<br />1003" @ 4" O/C (2) 12d TOENAILS
<br />SECTION
<br />SCALE: N.T.S.
<br />1\15�
<br />MINIMUM 2X4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T.S
<br />6" OVERLAP
<br />M
<br />S5
<br />1" BRACE W1 10d @ 4- O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAM1 OKTA W/ (4)
<br />1/4"xl 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 />24" O/C (TYP)
<br />TOE NAILS AT EACH END @
<br />A N W/( x 'AT
<br />EACH CONN. @ 24" 0/
<br />I\-MOISTURE BARRIER
<br />-BOND BEAM
<br />- MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. NON LOAD
<br />BEARING LOCATIO
<br />9(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 />1" BRACE
<br />(1) 2"X4" (U.N.O.)
<br />1" BRACE
<br />2"XIS" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0-0" - 31-011
<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"W' FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />I
<br />NOTE:
<br />1) 1" 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 1/2" SDS
<br />XY SDS SCREWS
<br />SCREWS TO TRUSS & (4) 1/4
<br />TO PLATES (TYP.)
<br />�_STUDS @ 16" O.C.
<br />GABLE END BRACING DETAIL SCALE:3t4"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />10d NAILS AT EACH
<br />STUD
<br />ENDJACK
<br />1 V-0" MAX.
<br />LU
<br />0
<br />W
<br />CORNER JACK
<br />L)
<br />LU
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<br />cc
<br />0
<br />0
<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 />L
<br />M
<br />NOTE: /-TOP 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 />@ 4-4- 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
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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
<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 />Engineers signature and seal.
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<br />NO:
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<br />SCALE
<br />AS NOTED
<br />SHEET NO.
<br />S5
<br />1
<br />
|