|
2x4 IT' BLOCKING
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/
<br />SCHEDULE FOR SHEATHING DETAIL
<br />(2) I6d NAILS
<br />SEE STRUCTURAL NOTESA BACKNAIL W/ (2) I6d NAILS
<br />BACKNAIL W/ (2)16d NAILS
<br />2x4 BLOCKING
<br />2'x4'
<br />24'
<br />OUTLOOKER
<br />O.G.
<br />AND NAILING SCHEDULE
<br />FOR SHEATHING DETAIL USP RT16 OR EQUAL 0
<br />SEE STRUCTURAL NOTES
<br />AND NAILING SCHEDULE
<br />2x4 OUTLOOKER s 24'
<br />BACKNAIL W/
<br />2x O O R
<br />�' 48' O.G.
<br />TI�T 16d NAIL
<br />TOP ��
<br />BLOCKING
<br />EA OUTLOOKER
<br />2'x4'
<br />OUTLOOKER
<br />FOR 5HEATHING DETAIL
<br />O.G. (OPTIONAL - SEE
<br />SEE STRUCTURAL
<br />(2) I6d NAILS
<br />�' 24' O/C
<br />ILI BRACE 1
<br />FIRST FOUR
<br />12x4CR
<br />6 24' O.C.ELEVATIONS)
<br />NOTES AND NAILING
<br />SCHEDULE FOR
<br />TOP CORE)
<br />BLOCKING FORID
<br />ATTAG-IED W/
<br />ROWS OF 45' t
<br />24' MAX.
<br />45q±.'
<br />��'
<br />2X4 CONT'L' BRACE
<br />TOP CORD BLOCKING
<br />USP RT16 OR EQUAL
<br />SHEATHING DETAIL U5P RT16 OR
<br />FIRST FOUR ROWS
<br />loci NAILS 4 4'
<br />O.C. TYPICAL
<br />TRUSSES g
<br />EDGES OF 5 BRACE
<br />1 USP Rt16 OR
<br />EQUAL m EA.
<br />BLOCKING FOR
<br />FASTENED W/ l2) loci
<br />3 0 24 O/C. CMID
<br />FOR FIRST FOUR ROWS
<br />24' MAX EA. OUTLOOKER
<br />EQUAL EA
<br />,
<br />2x4 CROSS BRACE OUTLOOKER
<br />OF TRUSSES
<br />4'MAX EDGES OF
<br />SHEATHING APPROX, 8 FROM
<br />OUTLOOKER
<br />FIRST FOUR ROWS OF
<br />TRUSSES ,a EDGES I
<br />HEIGHT
<br />OF TRUSSES g EDGES
<br />APPROX. 8 FROM
<br />SHEATHING TYP.
<br />GABLE TRUSS WEB
<br />�
<br />TYPICAL RIDGE FASTENED At
<br />1
<br />'L' BRACE TO EXTEND
<br />OF SHEATHING TYP. 2X4 KICKER I
<br />2x8 SYP"2 'L' BRACE t0
<br />OF SHEATHING TYPICAL
<br />DOUBLE TOP PLATE
<br />RIDGE FASTENED At
<br />, ,
<br />L BRACE TO EXTEND
<br />DOUBLE L BRACING DETAIL
<br />EACH JOINT W/ (2) loci
<br />I
<br />At LEAST 130% OF WEB
<br />8'-0' O/C.
<br />EXTEND m LEAST 90%
<br />USP
<br />2x4 CROSS BRACE APPROX.
<br />8' FROM RIDGE FASTENED AT
<br />EACH JOINT W/ (2)
<br />1
<br />At LEAS( OF WEB
<br />SCALE: N.T,S. S5
<br />E (2)l0d TOE NAILS g
<br />EA END
<br />LENGTH (SEE TABLE)
<br />2x4 GROSS BRACE I
<br />OF WEB LENGTH d
<br />5PT4 m EA.
<br />EACH JOINT W/ (2)10d E (2)
<br />loci t (2) 10d TOE
<br />I
<br />(SEE
<br />LENGTH (SEE TABLE)
<br />IT'
<br />APPROX. 8' FROM
<br />I
<br />NOTCH 6 BOTTOM
<br />STUD
<br />loci TOE NAILS s EA END
<br />NAILS g EA, END
<br />ABLE TRUSS
<br />2x4 BLOCKING
<br />TRUSS VERT. WEB 2x6 P.T.
<br />SILL
<br />I GABLE TRUSS
<br />RIDGE FASTENED AT
<br />I
<br />CHORD (SEE CABLE)
<br />2x4 PANEL BLOCKING
<br />1
<br />1/2' GDX PLYWOOD OR
<br />2x4 BLOCKING
<br />1
<br />SPACED 48 O/C ,fix •
<br />1/2 GDX PLYWOOD OR
<br />I
<br />EACH JOINT W/ (2) �
<br />USP RT3A WITH 8-8d
<br />2X6 FRAMED WALL - SEE
<br />� 48 O/C FOR THE
<br />I
<br />1/16' OSB SHEATHING
<br />� 48' O.C.
<br />I
<br />1/16' 055 SHEATHING
<br />I
<br />10d E (2)10d TOE - -
<br />• �
<br />FROM LEDGER TP
<br />WALL SECTION FOR SPACING
<br />FIRST (4) ROWS OF
<br />I
<br />ATTACHED W/ 10d NAILS
<br />L $RACE 1 trod NAIL
<br />2x4 PANEL BLOCKING 9 45' O.G. FOR THE FIRST
<br />S'-0' OF END WALL FROM EA END TYP. BOTTOM
<br />ATTACHED W/ loci
<br />I NAILS 6' O.G. EDGES
<br />NAILS 0 EA. END Y
<br />BLOCKING
<br />•
<br />I/2' CDX PLYWOOD OR 1/16'
<br />TRUSSES FROM EA
<br />I
<br />9 6' O.G. EDGES AND 12'
<br />ATTACI-IED W/ 1
<br />CORD ATTACHED W/ (2) 16-d TOENAILS
<br />1 AND 12' O.G. FIELD
<br />GYPSUM WALL BOARD I
<br />GABLE TRUSS
<br />05B SHEATHING ATTACHED
<br />END TYP. TOP d
<br />I
<br />OG. FIELD
<br />loci NAILS a 4'
<br />2'x4' PANEL BLOCKING g 48' O.G. FOR THE FIRST 1
<br />1/2' CDX PLYWOOD OR
<br />W/ loci NAILS 6' O.G. EDGES
<br />BOTTOM ATTACHED
<br />(2) lbd NAILS
<br />O.C. TYPICAL
<br />-_
<br />IOCIX3' ID 3' O/C
<br />(4) ROWS OF TRUSSES FROM EA END TYP. 1
<br />1/16' 055 SHEATHING
<br />AND 12 O.C. FIELD
<br />W/ (2) 16-d TOENAILS
<br />2x4 'T' ON TOP OF PANEL
<br />GABLE TRUSS WEB
<br />THROUGH CHORD
<br />BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS
<br />ATTACHED W/ 10d
<br />(2) 16d NAILS
<br />BLOCKING FASTEN WITH
<br />2x4 'T' ON TOP OF PANEL BLOCKING,
<br />INTO 2x6 P.T. PLATE
<br />2'x4' LEDGER (MATCH BOTTOM CHORD
<br />NAILS � 6' O.C. EDGES
<br />2x4 PANEL BLOCKING 48
<br />2x4 BLOCKING
<br />10dx3 s 4 O/C
<br />51NGLE L 5RACING DETAIL 6
<br />SCALE: N.T.S. S5
<br />FASTEN WITH 10dx3' a 4' O/C WEEP SCREED
<br />SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD
<br />O.G. FOR THE FIRST (4) ROWS
<br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL
<br />BOARD FASTENED WITH 8d COOLER NAILS SP HGAIO s 36'
<br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED
<br />INSTALLED PER MANUF.
<br />2'x6' P.T. SILL
<br />'J'
<br />NOTCH ILI BRACE HERE
<br />OF TRUSSES FROM EA END
<br />2x4 IT' ON TOP OF PANEL
<br />OR 1 1/4' LONG DRYWALL SCREWS
<br />O.C,
<br />DIAPHRAGM
<br />WITH Sd COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS
<br />MOISTURE BARRIER
<br />5/8' x 10' BOLT 9 48' O.C.
<br />WEEP SCREED
<br />TYP. TOP E BOTTOM ATTACHED
<br />BLOCKING, FASTEN WITH
<br />COMPLYING WITH ASTM C1002 FOR FIRST
<br />DBL. (OP
<br />STUD WALL
<br />BLOCKING a
<br />COMPLYING WITH ASTM C1002 FOR FIRST 8'-0' FROM END WALL
<br />USP WTA20 OR EQ. * 6'-0' O.G. TYPICAL,
<br />INSTALLED PER MANUF.
<br />W/ (2)16-d TOENAILS
<br />lodx3' a 4' O/C
<br />8'-0' FROM END WALL 49 4' O/C TYPICAL
<br />PLATE
<br />(SEE TYP. SEC.)
<br />45, O/C
<br />1P 4' O/C TYPICAL
<br />USP WTA20 .9 EA, TRUSS
<br />ALTERNATE USP LSTAIS STRAIGHT STRAP s 4'-0'
<br />MOISTURE BARRIER
<br />5/8' OR 1/2' CEILING DENSE
<br />2x4 LEDGER (MATCH BOTTOM
<br />USP SPT24 s EACH STUD
<br />GABLE M55
<br />5/8'x 10' 'J' BOLT • 32' O.G. MINIMUM 6' FROM
<br />VERT. WEB (24' O/C MAX.)
<br />O/C ALIGNED WITH GABLE WEB. ATTACH TO M55
<br />GYPSUM WALL BOARD FASTENED
<br />CHORD SLOPE OF ADJACENT
<br />- — — - TRUSS VERTICAL
<br />PLATE SPLICES W/ 3/16'x2'� PLATE WASHER
<br />W11-10dx1 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4'
<br />TAPGONS.
<br />WITH 8d COOLER NAILS OR 1 1/4'
<br />TRUSS)
<br />SECT f ON
<br />4
<br />r^
<br />r, (�
<br />NOTE: IF EMBEDDED
<br />STRAP MISSED
<br />ED
<br />SECTION
<br />2
<br />LONG DRYWALL SCREWS
<br />COMPLYING WITH ASTM C1002
<br />��CT I O�
<br />SCALE: N,T.S.
<br />CJ�
<br />(2) Vx8' ILI BRACE
<br />FASTENED WITH l37
<br />VERTICAL
<br />VERTICAL
<br />FOR FIRST 8 -O FROM END WALL
<br />3
<br />I6d PER SIDE
<br />SCALE: N.T.S.
<br />rj5
<br />WEB± USE 5
<br />MSTAM36 ON OUTSIDE
<br />SCALE: N_T_S.
<br />�j�,)
<br />g 4 O/C TYPICAL
<br />SCALE: N.T.S.
<br />S�j
<br />SCISSOR CABLE �T� BRACE
<br />�
<br />AS PER I-IIB '31 SCALE- N.T.S. 25
<br />M
<br />N • .W
<br />CA
<br />xll 2�� I
<br />�
<br />QD e0
<br />1
<br />r n
<br />(2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4'
<br />LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE
<br />(D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D = 0201', L = 4 1/2') OR
<br />NOTES:
<br />EQUAL
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE
<br />4) FOR 4-PLY, PROVIDE 1/4' DIA x 5 1/2' LAG SCREWS OR EQUAL
<br />SIDES OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />2) ALL NAILS PENETRATE At LEAST 3/4 OF THE
<br />5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL
<br />THICKNESS OF THE LAST LAMINATION
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)
<br />(o) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION
<br />16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE
<br />OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />TYPICAL NAILING 5CNEDULE5
<br />FOR E3UILT-UP COLUMN-5 g
<br />SCALE: N.T.S. 5�J
<br />Sd 6 6'0/C
<br />TRU55ES
<br />USP HGAM10 W/(4)-3/16'xl-3/4'
<br />WEDGE BOLTS E (4) SDS 1/4'
<br />x 1 1/2' SCREWS
<br />2 x 4 BLOCKING W/(2) loci
<br />TOE NAILS a EACH END a
<br />24' O/C (TYP)
<br />\-BRACING WK3) 10d x 3'
<br />• 9 EACH CONK 9 24' O/C
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. 'a NON - LOAD
<br />SEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />PROPER IN5T,4LL,4TI0N
<br />MAX. S'
<br />)
<br />(TYP)
<br />FIRST 2 COURSES
<br />FILLED CELL PER FOUNDATION PLAN
<br />FILL SOLID
<br />BOTH CELLS
<br />5 RcBAR (TYP
<br />STD. �. HOOK
<br />U
<br />I
<br />MA
<br />NOTCH WEB AT THE
<br />F-ILLED CELL. IN5TALL ATION
<br />SCALE: N.T.S.
<br />2'x4' OUTLOOKER a 24'
<br />D.G. W/ (2) 10d PER JOINT (( (( OVERLAP TRUSS BRACING
<br />11NIMUM 2'x4' USP HTW207 L 5RACING RE aU I REMENT5 PRE-ENGINEERED At LEAST TWO TRUSS SPACES 6' OVERLAP
<br />:ROBS BRACING STUD NO (U 2'x4' (URO.) 2'x6' (UNA.) WOOD TRUSSES
<br />SEE PLAN FOR SPACING ILI BRACE ILI BRACE ILI BRACE
<br />.00ATIONS)
<br />10dx3' O/C 2,x4, 24' 0'0' - 3'-0' 3'-0' - 6'-0' 6'-0' E GREATER
<br />TOENAIL a ro' O/C RUNNER 5015SOR GABLE - (1) 2'x8' 02 S.F.F. a EACH VERTICAL AND
<br />(2) 16d PER W/ (2)16d TYPICAL I
<br />JOINT NAILS 1 12" MAX. (2) 211x8" FULL HEIGHT 6 DIAPHRAGM BLOCKING
<br />I
<br />VVI\I II\MV NV LV I IVI i VVIW Vl�i"�VII \a.A 2'x4' MIN.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />CROSv 5R C; ING DETAIL( J SCALE: N.T.S.
<br />SCALE:
<br />VVi\1. LL"I\I1 \l.i
<br />GASLE E:ND 5RACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' -SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
<br />NOTE:
<br />1) ILI BRACE MUST EXTEND AT LEAST 'BO% OF WEB LENGTH EXCEPT, SCISSOR
<br />GABLE WIICP REQUIRES BRACE TO EXTEND FULL PEIGPT OF GABLE.
<br />2) ILI BRACE TO BE FASTENED TO GABLE STUD WITH l0dx3' NAILS -w 4' O/C.
<br />'L' BRACE W/ loci • 4' O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />G745L.E END 5R,4CING DET,41L.
<br />MEAN WALL HEIGHT UP TO 30'-0' -SEE STRUCTURAL NOTES FOR. WIND SPEED SPECIFICATION SCALE:
<br />MINIMUM (2) I6d PER JOINT MINIMUM 2'x4' TRUSS BRACING
<br />TRUSS 5RACING OVERLAP DETAIL
<br />' EACH STUD
<br />SCALE: N.T.S.mi
<br />END JACK
<br />II'-O' MAX.
<br />tiA
<br />GORIER JACK
<br />>Y
<br />O
<br />UPLIFT CONNECTIONS -
<br />�-I I P FR,41"I I NG
<br />REFER TO SECTION lA
<br />/ ON SHEET 55.1 FOR
<br />X-BRACING, AND TOP
<br />USP I-KsAMIm W/
<br />HORD BLOCKING
<br />(4) 3/1VA-3/4'
<br />.�FORMATION
<br />WEDGE BOLTS E
<br />i WOOD TRUSSES
<br />(4) SDS 1/4' x 1 1/2'
<br />lzlfl
<br />SCREWS
<br />4 RAT RUN BRACING
<br />T 24' O.C. ON TOP OF
<br />OTT. CHORD FOR 4
<br />TRUSS SPANS
<br />ATTACHED W/ 2 - 16d
<br />At EA. TRUSS JOINT
<br />2x4 BLOCKING IS 24'
<br />1/2' HIGH STRENGTH OR21
<br />O/C W/ 2 - I6d
<br />5/5' GYP. WB W/ 1 3/5'
<br />TOENAILS e EA. END
<br />DRYWALL NAILS OR
<br />MASONRY WALL
<br />DRYWALL SCREWS 1'
<br />O/C CEILING 4 8' O/G
<br />—ErtARCHITECTURAL FINISH
<br />WAIRW
<br />EXT. WALL CONN. 6
<br />NON - LOAD 5EARING LOCATION D
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4' = 1'-0' CJ%
<br />ADDITIONAL INFORMATION.
<br />20'-C' MAX 20'-O' MAX
<br />'X' BRACE SEE DET. J/65, CONTINUOUS BOTTOM CORD BRACING 2'X4' MIN.
<br />�IIII
<br />CIL
<br />IIIIII
<br />IA
<br />II
<br />II
<br />=I�
<br />II��III
<br />�
<br />�illlllllll
<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CORD
<br />GUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING m
<br />tHAt MY BE REQUIRED 4'-0' O.G. MAX FOR
<br />2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 9M. OF THE WEB. .0011ft%1
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L `LO
<br />AS PER SCSI 1-03 SCALE: N.T.S. CJ. 5 �
<br />SCISSOR TRUSS
<br />2X4 BRACING 9 48' O.G. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W/
<br />2-10d 9 EA TRUSS (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />OR BOTTOM OF THE BOTTOM CORD)
<br />DROP CEILING FRAMING
<br />5C I550R TRU55
<br />W1 DROP CEILING 5RACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />S5
<br />12
<br />6.9 MAX
<br />TOP PLATE
<br />WOOD FRAMED GA5LE END 5RACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: KT.$z rV c f :'x .
<br />NOTES FOR WIND SPEED SPECIFICATION'1 :: )
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
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<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING
<br />CODE, SECTION R301 FOR 119.9 MPH, 3SEC. GUST,
<br />EXPOSURE -C- ENCLOSED (INTERNAL PRESSURE
<br />COEFFICIENT = --0.181 WIND ZONE (20D4 EDITION,
<br />INCLUDING 2005 S, 2006 SUPPLEMENTS).
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR.
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO. 1.00 / 06.14.07
<br />❑ SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />❑ THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />ANDREW D. HAROLD,
<br />P.E. #66715
<br />ENGINEER SEAL:
<br />0UL 3
<br />SHEET TITLE: 1
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 270757
<br />DATE ISSUED: 06.14.07
<br />DRAWN BY: TJB
<br />REVIEWED BY: DZ
<br />S5
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