|
SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS
<br />2x4 'IT" BLOCKING
<br />SCHEDULE FOR HE THING D IL 2'x4'
<br />OUTLOOKER
<br />SEE STRUCTURAL NOTES BACKNAIL W/ l2) 16d NAILS
<br />BACKNAIL W/ l2) 16d NAILS
<br />SEE STRUCTURAL NOTES
<br />2x4 BLOCKING
<br />24' O.C.
<br />TOP CORD
<br />AND NAILING SCHEDULE
<br />USP RTI6 OR EQUAL g "
<br />FOR SHEATHING DETAIL 2x4
<br />AND NAILING SCHEDULE
<br />2x4 OUTLOOKER 24°
<br />BAGKNAIL W/
<br />2x4 OUTLOOKER
<br />48" O.G.
<br />16d NAIL
<br />REFER TO SECTION IA
<br />BLOCKING FOR
<br />EA. OUTLOOKER
<br />0 TLOOKER
<br />FOR SHEATHING DETAIL
<br />O.C. (OPTIONAL -SEE
<br />SEE STRUCTURAL (2) 16d NAILS
<br />�' 24' O/C
<br />,
<br />L BRACE
<br />/ ON SHEET $5.1 FOR
<br />FIRST FOUR
<br />24' O.C.
<br />ELEVATIONS)
<br />NOTES AND NAILING
<br />TOP CORD
<br />ATTACHED W/
<br />i X-BRACING, AND TOP
<br />ROWS OF 45' t
<br />24' MAX.
<br />TOP CORD 45't ,'�
<br />2X4 CONT"L' BRACE
<br />TOP
<br />USP RTI6 OR EQUAL
<br />SCHEDULE FOR
<br />SHEATHING DETAIL USP RTI6 OR
<br />BLOCKING FOR
<br />FIRST FOUR ROWS
<br />10d NAILS a 4"
<br />USP HGAMIO W/ (4
<br />�
<br />CHORD BLOCKING
<br />INFORMATION
<br />TRUSSES m
<br />USP RTI6 OR
<br />�'
<br />BLOCKING FOR I
<br />FASTENED W/ (2) 10d
<br />CORD BLOCKING
<br />FOR FIRST FOUR ROWS
<br />24'MAX EA. OUTLOOKER
<br />EQUAL 9 EA,
<br />OF TRUSSES 9
<br />D.G. TYPICAL
<br />3/16'xl-3/4' WEDGE �
<br />BOLTS 4 (4) 505 �i
<br />/ WOOD TRUSSES
<br />EDGES OF 2x4 GROSS BRACE
<br />SHEATHING APPROX. 8 FROM
<br />I EQUAL 10 EA.
<br />OUTLOOKER
<br />FIRST FOUR ROWS OF
<br />I
<br />� �
<br />3 m 24 O/C, CMID
<br />HEIGHT
<br />OF TRUSSES � EDGES
<br />,
<br />2'x4 CROSS BRACE OUTLOOKER
<br />APPROX. 8 FROM
<br />4' MAX.EDGES OF
<br />SHEATHING TYP.
<br />GABLE: TRUSS WEB
<br />I/4' x I I/2' SCREWS i �
<br />�
<br />TYPICAL RIDGE FASTENED AT
<br />I
<br />'L' BRACE TO EXTEND
<br />TRUSSES EDGES I
<br />OF SHEATHING TYP. 2X4 KICKER
<br />2x8 SYP"2 °L' BRACE TO
<br />• of SHEATHING TYPICAL
<br />DOUBLE TOP PLATE
<br />2x4 GRO56 BRACE APPROX.
<br />RIDGE FASTENED At
<br />'L' BRACE TO EXTEND
<br />„ II
<br />DOUBLE L BRACING DETAIL 5
<br />2x4 RAT RUN BRACING
<br />SCALE: N.T.S. 55
<br />EACH JOINT W/ (2) 10d I
<br />AT LEAST 90% OF WEB
<br />4 (2)10d TOE NAILS
<br />a 8'-0' O/C. EXTEND m LEAST 90%
<br />USP 8 FROM RIDGE FASTENED AT
<br />EACH JOINT W/ (2) ; I AT LEAST 90% OF WEB
<br />�
<br />\ AT 24' O.C. ON TOP OF
<br />EA, END ' '
<br />LENGTH )SEE TABLE)
<br />2x4 CROSS BRACE I
<br />APPROX, 8" FROM
<br />OF WEB LENGTH 4
<br />NOTCH 6 BOTTOM
<br />;
<br />SPT4 EA.
<br />EACH JOINT W/ (2) 10d 4 (2)
<br />10d 4 (2) 10d TOE I
<br />NAILS 6 EA. END
<br />LENGTH (SEE TABLE)
<br />'-
<br />BOTT. CHORD FOR 4
<br />-'
<br />2x4 'T' BLOCKING
<br />TRUSS VERT. WEB I 2x6 P.T.
<br />GABLE TRUSS
<br />I
<br />RIDGE FASTENED AT I
<br />I
<br />CHORD (SEE TABLE)
<br />SCUD
<br />10d TOE NAILS EA. END
<br />2x4 PANEL BLOCKING I
<br />ABLE TRUSS
<br />1/2' CDX PLYWOOD OR
<br />2x4 BLOCKING
<br />TRUSS SPANS
<br />ATTACHED W/ 2 - 16d
<br />SILL
<br />MAX,1/2
<br />SPACED �+ 48' O/C4
<br />, CDX PLYWOOD OR
<br />I
<br />EACH JOINT W/ l2)
<br />USP R73A WITH 8-8d
<br />2X6 FRAMED WALL - SEE
<br />w 48' O/C FOR THE I
<br />1/16' OSB SHEATHING
<br />oT 45' O.C.
<br />AT EA. TRUSS JOINT
<br />I I
<br />I 1/16 OSB SHEATHING
<br />10d 4 (2)10d TOE - .�
<br />FROM LEDGER TP
<br />WALL SECTION FOR SPACING
<br />FIRST l4) ROWS OF
<br />ATTACHED W/ 10d NAILS
<br />"L." BRACE I I & d NAIL
<br />2x4 PANEL BLOCKING 48' O.C. FOR THE FIRST
<br />ATTACHED W/ 10d
<br />NAILS a EA. END
<br />BLOCKING
<br />� �
<br />1/2 CDX PLYWOOD OR 1/16
<br />(
<br />TRUSSES FROM EA.
<br />6 6' O.G. EDGES AND 12'
<br />ATTACHED W/ I
<br />2x4 BLOCKING � 24'
<br />8'-0' OF END WALL FROM EA. END TYP. BOTTOM
<br />I NAILS 6' O.G. EDGES
<br />GYPSUM WALL BOARD I
<br />GABLE TRUSS
<br />OSB SHEATHING ATTACHED
<br />I
<br />END TYP, TOP 4
<br />O.C. FIELD
<br />10d NAILS 6 4' \
<br />1/2 HIGH STRENGTH OR
<br />O/C W/ 2 - 16d
<br />CORD ATTACHED W/ l2) 16-d TOENAILS
<br />AND 12' O.G. FIELD
<br />2'x4' PANEL BLOCKING 9 48' O.G. FOR THE FIRST I
<br />I/2' CDX PLYWOOD OR
<br />W/ 10d NAILS 51 6' O.C. EDGES
<br />BOTTOM ATTACHED I
<br />(2) 16d NAILS
<br />O.C. TYPICAL
<br />5/8, GYP. WB W/ 1 3/8"
<br />TOENAILS a EA, END
<br />10dX3' g 3' 0/C
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. I
<br />1/16' OSB SHEATHING
<br />--
<br />_= AND 12' O.C. FIELD
<br />W/ (2) 16-d TOENAILS
<br />2x4 'T' ON TOP OF PANEL
<br />GABLE TRUSS WE -
<br />DRYWALL NAILS OR
<br />MASONRY WALL
<br />THROUGH CHORD
<br />BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS
<br />ATTACHED W/ 10d
<br />l2) 16d NAILS
<br />BLOCKING, FASTEN WITH
<br />, II
<br />DRYWALL SCREWS 1'
<br />2x4 'T ON TOP OF PANEL BLOCKING,
<br />INTO 2'x6' P.T. PLATE
<br />2'x4' LEDGER (MATCH BOTTOM CHORD
<br />NAILS a 6' O.C. EDGES
<br />2x4 PANEL BLOCKING 9 48
<br />2x4 BLOCKING
<br />10dx3' 6 4' O/C
<br />SINGLE L BRACING DETAIL
<br />O/C CEILING 4 8' O/C
<br />ARCHITECTURAL FINISH
<br />FASTEN WITH 10dx3' s1 4' 0/0
<br />WEEP SCREED
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />AND 12' O.C. FIELD
<br />O.C. FOR THE FIRST l4) ROWS
<br />5/8" OR I/2' CEILING DENSE GYPSUM WALL
<br />BOARD FASTENED WITH ad COOLER NAILS
<br />SP HGAIO 36
<br />WALLS
<br />SCALE: N.T.S. 55
<br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED
<br />INSTALLED PER MANUFJ.
<br />2'x6' P.T. SILL
<br />NOTCH 'L" BRACE HERE
<br />OF TRUSSES FROM EA. END
<br />2x4 "T' ON TOP OF PANEL
<br />OR 1 1/4' LONG DRYWALL SCREWS
<br />O.C.
<br />DIAPHRAGM
<br />BLOCKING g
<br />WITH Sd COOLER NAILS OR I I/4' LONG DRYWALL SCREWS MOISTURE BARRIER
<br />, , ,
<br />5/8 x 10 J BOLT 1P 48 O.C. WEEP SCREED
<br />TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH
<br />COMPLYING WITH ASTM C1002 FOR FIRST DBL, TOP
<br />STUD WALL
<br />EXT. WALL CONN. �
<br />COMPLYING WITH ASTM 01002 FOR FIRST 8'-0' FROM END WALL
<br />USP HTA20 OR EQ. 9 6'-0" O.C. TYPICAL.
<br />INSTALLED PER MANUF.
<br />W/ (2) 16-d TOENAILS
<br />10dx3' 9 4' O/C
<br />8'-0" FROM END WALL sT 4' O/C TYPICAL PLATE
<br />(SEE TYP. SEC.)
<br />48' O/C
<br />NON — LOAD BEARING
<br />LOCATION
<br />4' O/C TYPICAL
<br />USP HTA20 is EA. TRUSS
<br />ALTERNATE USP LSTA18 STRAIGHT STRAP tv 4'-0'
<br />MOISTURE BARRIER
<br />5/8 OR 1/2 CEILING DENSE
<br />2x4 LEDGER (MATCH BOTTOM
<br />USP SPt24 EACH STUD
<br />GABLE TRUSS
<br />D
<br />TYP. WALL SECTION FOR SCALE: 3/4' 1'-0'ADDITIONAL
<br />5/8'x 10' 'J' BOLT fit 32' O.C. MINIMUM 6' FROM VERT. WEB (24' O/C MAX.)
<br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
<br />GYPSUM WALL BOARD FASTENED CHORD SLOPE OF ADJACENT
<br />- _ _ = TRUSS VERTICAL
<br />PLATE SPLICES W/ 3/16'x2') PLATE WASHER
<br />1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4'
<br />APCON5,
<br />WITH 8d COOLER NAILS OR 1 1/4'
<br />TRUSS)
<br />IONSEE
<br />5EC-� �.4(2)
<br />INFORMATION.
<br />5 E C T` O N
<br />NOTE: IF EMBEDDED
<br />(�>�E
<br />r(2
<br />LONG DRYWALL SCREWS
<br />COMPLYING WITH ASTM CI002
<br />�E C-r I ON
<br />SCALE. N.T.S. CJ�
<br />2`x8' 'L' BRAC
<br />FASTENED WITH l3)
<br />1
<br />STRAP MISSED VERTICAL
<br />FOR FIRST 8 FROM END WALL
<br />3
<br />WEBt USE SIMPSON
<br />N.T.5.
<br />rjrj
<br />-0
<br />m 4' 0/0 TYPICAL
<br />16d PER SIDE
<br />CJ5 SCALE: N.T.S.
<br />MSTAM36 ON OUTSIDE
<br />SCALE.
<br />SCALE. N.T.5. CJ�
<br />5CI550R G,45LE 'IT' BRACE
<br />AS PER NIB 91 SCALE: N,T.S. S5
<br />8d 6'O/C
<br />2 x 4 BLOCKING W/(2) 10d
<br />T
<br />20'-0' MAX 20'-0' MAX
<br />'X' BRACE SEE DET. J/55 TINUOUS BOTTOM CORD BRACING 2'X4' MIN.
<br />WOOD TRUSSES OE NA IL
<br />=M �; 24' O/C (TYP)
<br />" f:'ROF'ER INSTALLATION 41t#� UNACCEPTABLE INSTALLTION �♦
<br />n MAX. B' �, DO NOT DO TI415YA
<br />,♦
<br />I� 2212
<br />� iA iA
<br />"
<br />I• I
<br />BRACING W/(3) 10d x 3"
<br />• G EACH CONN. 0 24' O/C
<br />(2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2' x 6' LAMINATIONS W/ (2) ROWS USP NGAMIO W/(4)-3/16'x1-3/4'
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 306 COMMON WIRE WEDGE BOLTS 4 l4) SDS I/4' MOISTURE BARRIER
<br />G
<br />(D = 0.148', L = 3') OR EQUAL (D = 0201', L -- 4 1/2') OR EQUAL NAILS (D = 0.201', L = 4 1/2') OR x I SCREWS BOND BEAM
<br />NOTES: EQUAL
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4' DIA. x 5 1/2' LAG SCREWS OR EQUAL MASONRY WALL
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY)
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE 5) FOR 5-PLY, PROVIDE 1/4' DIA. x 1' LAG SCREWS OR EQUAL ARCHITECTURAL FINISH
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 6j
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (o) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION
<br />c °r
<br />k
<br />dOL
<br />♦, NOTE:
<br />FIRST 2 COURSES I I) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CORD
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING a+
<br />16d COMMON NAILS. LONE INTO EACH OUTSIDE FACE EXT. WALL CONK. � NON —LOAD THAT MY BE REQUIRED 4'-0' O.G. MAX, FOR
<br />FILLED CELL PER FOUNDATION PLAN 2) 'T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLGJ BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />FILLED CELL_ INSTALLATION TYPICAL NAILING SCHEDULES FOR BUILT—UP REQUIRED MINIMUM PERMANENT TRU55 BRACING PLAN COLUMNS 8 SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: N.T.S. �—
<br />SCALE: N.T.S. ADDITIONAL INFORMATION, 55 AS PER SCSI 1-03 SCALE:
<br />AV
<br />2'x4' OUTLOOKER Q 24' SCISSOR TRUSS
<br />O.G. Wl (2) 10d PER JOINT
<br />MINIMUM 2'x4' USP HTW20
<br />GROSS BRACING
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />10dx3' O/C/;x4"J
<br />TOENAIL-)I1 6' O/C RUNNER
<br />(2) 16d PER W/ (2) 16d TYPICAL
<br />JOINT NAILS I 12" MAX.
<br />I
<br />IIL" BRACING RE0UI1REI„1ENTS
<br />STUD
<br />SPACING
<br />NO
<br />'L' BRACE
<br />(1) 2"x4' (UN.O.)
<br />'L' BRACE
<br />2'x6' (UN.O.)
<br />'L' BRACE
<br />24'
<br />0'0' - 3'-0°
<br />3'-0' - 6'-0'
<br />6'-0' 4 GREATER
<br />SCISSOR GABLE - (U 2"x(5" #2 S.P.F. Q EACH VERTICAL AND
<br />(2) 2'xa" FULL HEIGHT 0 DIAFHR,4GM BLOCKING
<br />12
<br />PRE-ENGINEERED OVERLAP TRUSS BRACING 6.9 MAX.
<br />WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP
<br />2X4 BRACING 6 45' O.C. 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 />MINIMUM (2) 16d PER JOINT MINIMUM 2'x4' 7RUS5 BRACING
<br />CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN.
<br />ALTERNATE NON -DROP
<br />NOTE:
<br />GABLE END DETAIL
<br />1) 'L' BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, 5GI55OR
<br />TRU55 BRACING OVERLAF DETAIL M
<br />GABLE WHICH REOUIRE5 BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />SCALE: N.T.S. CJ�
<br />CR055 BRAG ING DE:TA I L J
<br />SCALE: N.T,S,
<br />2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 106x3' NAILS a 4" O/C.
<br />COSMETIC DROP CEILING FRAMING
<br />SCALE: N.T.S. 55
<br />W1 DROP CEILING BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />GABLE TRUSS
<br />4
<br />S5 55
<br />'L' BRACE W/ 10d m 4'O.C. 12
<br />(SEE SCHEDULE FOR SIZE
<br />12 AND LOCATION) 6.9 MAx.
<br />6.9 MAX. SEE SCHEDULEC E W1 d' FORS�Z£
<br />5
<br />5 gg AND LOCATION)
<br />55
<br />---GABLE TRUSS
<br />6 6
<br />55
<br />S5
<br />FILL SOLID
<br />BOTH CELLS
<br />5 REBAR
<br />STD. 90
<br />D
<br />I
<br />MA
<br />5•
<br />NOTCH WEB AT THE
<br />�, 5 REBAR (TYP��
<br />TYP,) **I
<br />,,� �, STD. 90• HOOK (TYP.) CA
<br />NOOK (TYP.) �, z
<br />w
<br />a I
<br />II %*Ilk
<br />=2 • NOTCH im FIRST COURSE
<br />i
<br />3
<br />55
<br />12 DOUBLE TOP PLATE
<br />6.9 MAX.
<br />2X4 LEDGER
<br />USP LSTA 18
<br />TUDS � 16' O.G.
<br />f ly—I�-1�7I--�I— �� �,— 1r-��---1�-1 DBL. TOP PLATE J FL I F T CONNECTIONS —
<br />CON7. BEARING ONT. BEARING USP HGAIO (TYP.) STUDS s 16' O.C. USP 5PT24 M UJOOD FRAMED G,46LE END BRACING DETAIL
<br />G746LE END BRACING DETAIL GABLE END BRACING DETAa EACH STUD IL MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL SCALE: N.T.S.
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPEGIFICATION SCALE: 3/4'-l�-m� NOTES FOR WIND SPEED SPECIFICATION
<br />END JACK
<br />II'-0' MAX.
<br />A4
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<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineenng.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPN, 3 SEC. GUST. EXPOSURE "C'
<br />EN 403ED (INTERNAL PRESSURE COEFFICIENT = !0.181
<br />WIND ZONE.
<br />THIS DRAWING AND DESIGN IS VALID 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 />(9)2010 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02010-THESE DRAWINGS AND DESC44 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 />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07.28.10
<br />ADD ALT. ROOF
<br />FOR TILE F
<br />VERSION NO.3.00 / 07.28.10
<br />CA 25948
<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 />Ej ANDREW D. HAROLD,
<br />%ri
<br />tr 1 ,►
<br />• 2
<br />p STATE O • ��
<br />'1f'"°S1gti TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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