|
SEE STRUCTURAL NOTES BACKNAIL W/ (2) 16d NAILS
<br />AND NAILING SCHEDULE FOR SEE STRUCTURAL NOTES BAGKNAIL W/ (2) 16d NAILS
<br />SHEATHING DETAIL LISP RTI6A OR EQUAL AND NAILING SCHEDULE 2x4 OUTLOOKER -a 24'
<br />EA. OUTLOOKER OUTLOOKER FOR SHEATHING DETAIL O.G. (OPTIONAL - SEE BACKNAIL W/ -2x4 OUTLOOKER REFER TO SECTION J ON
<br />i /
<br />24 O/
<br />�J y
<br />ELEVATIONS) S STRUCTURAL
<br />SEE R RAL
<br />(2) 16d NAILS SHEET 55 FOR X-BRACING
<br />24' O.C. NOTES AND NAILING TOP CORD INFORMATION
<br />,�' 2X4 CONT'L' BRACE USP RT16A OR EQUAL BLOCKING FOR `t SCHEDULE o -
<br />45 HED LE FOR TOP CORD TOP CORD BLOCKING -1 EA. OUTLOOKER USP RTI&A OR- -r-FIRST FOUR ROWS
<br />�' FASTENED Wl l2J 10d �`" `�
<br />BLOCKING FOR � FOR FIRST FOUR ROWS z4 Max. SHEATHING DETAIL
<br />3',a 24' O/C. GMID 6 EQUAL 6 EA. I OF TRUSSES s1
<br />FIRST FOUR ROWS OF OF TRUSSES EDGES
<br />HEIGHT 2'x4' CROSS BRACE OUTLOOKER 4' MAx. I, EDGES OF ox,
<br />WOOD TRUSSES
<br />TRUSSES �EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE USP HGAMIID W/ (4OF SHEATHING TYP- 2x4 KICKER 2x8 SYP2 'L' BRACE to 2x4 CROSS BRACE APPRox. APPROX. 8' FROM = SHEATHING T'TP.1/4'x1-3/4' WEDGE9 8'-0' O/C. EXTEND LEAST 90ia , RIDGE FASTENED AT I USP 8 FROM RIDGE FASTENED AT �-L BRACE TO ]wXTENp BOLfiS 4 (4) SOS2x4 RAT RUN
<br />2x4 CROSS BRACE OF WEB LENGTH 4 SPT4 EA. EACH JOINT W/ (2) 10d 4 (2) EACH JOINT W/ (2) I AT LEAST 90% OF WEB APPROX. 8' FROM NOTCH 1@ BOTTOM 106 4 (2) 106 TOE I/4" x I I/2' SCREWS BRACING AT 24'
<br />STUD 10d TOE NAILS � EA. END I LENGTH (SEE CABLE) O.G. ON TOP OF
<br />RIDGE FASTENED AT CHORD (SEE TABLE) NAILS 9 EA. ENDEACH JOINT W/ (2) USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE ABLE TRUSS F OTT. CHORD
<br />WALL SECTION FOR SPACING 2x4 PANEL BLOCKING I 1/2" CDX PLYWOOD OR__ PANS ATTACHED
<br />IIDd � l2)10d TOE - � FROM LEDGER TP i/16' OSB SHEATHING
<br />• % 9 48' O/C FOR THE
<br />NAILS ,8 EA. END Y BLOCKING 1/2' CDX PLYWOOD OR 1/16' ATTACHED W/ lOd NAILS W/ 2 - 1(0 AT EA.
<br />FIRST (4) ROWS OF
<br />2X4 STICK LUMBER GYPSUM WALL BOARD I GABLE TRUSS OSB SHEATHING ATTACHED TRUSSES FROM EA. I' O.C. EDGES AND 12' TRUSS JOINT
<br />24" O.0 MAX 2 16d COMMON NAILS 2'x4' PANEL BLOCKING e 48' O.C. FOR THE FIRST W/ IIDd NAILS a 6' O.C. EDGES I O.C. FIELD
<br />IN LINE WITH JACKS () 1 1/2' CDX PLYWOOD OR END TYP. TOP 4
<br />(see detail in eng pack for grade) or 0.128" x 3" GUN NAILS (4) ROWS OF TRUSSES FROM EA. END TYP. _= AND 12' O.C. FIELD ( (2) I6d NAILS
<br />BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 1 1/16 OSB SHEATHING BOTTOM ATTACHED 2x4 BLOCKING 6 24'
<br />ATTACHED W/ IIDd (2)16d NAILS W/ (2) 16-d TOENAILS ,� 2x4 'T' ON TOP OF PANEL O/C W/ 2 - 16d 2x4 'T" BLOCKING
<br />2'x4' LEDGER (MATCH BOTTOM CHORD C51EM NAILS 'S (W O.C. EDGES 2x4 PANEL BLOCKING '1 48' 2x4 BLOCKING BLOCKING, FASTEN WITH 5/6' OR 1/2' HIGH STRENGTH TOENAILS a EA. END
<br />SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C. FIELD O.C. FOR THE FIRST (4) ROWS 10dx3' .9 4' O/C CEILING BOARD PER CODE 2x4 BLOCKING
<br />NOTCH 'L' BRACE HERE 5/8' OR 1/2' HIGH STRENGTH CEILING BOARD - W/ 1 3/8' DRYWALL NAILS OR - 40" O.G.
<br />2'x6' P.T. SILL OF TRUSSES FROM EA. END 2x4 T ON TOP OF PANEL HGAiID 36" MASONRY WALL
<br />5/0' x 10' °J' BOLT -1 48' O.C. TYP. TOP 4 BOTTOM ATTACHED BLOCKING, FASTEN WITH PER CODE FASTENED WITH 8d COOLER NAILS DRYWALL SCREWS 1' O/C 16d NAIL
<br />WEEP SCREED INSTALLED OR 1 1/4' LONG DRYWALL SCREWS COMPLYING - O.C.L." BRACE
<br />W/ (2) 16-d TOENAILS lIDdx3° � 4° O/C CEILING � 8 O/G WALLS ARCHITECTURAL FINISH I
<br />USP HTA20 OR EQ. 6 6'-O' O.C. TYPICAL. PER MANUF. 4 FRG WITH ASTM C1002 FOR FIRST 8'-0' FROM END DBL. TOP 1 ATTACHED W/
<br />ALTERNATE USP L5TA18 STRAIGHT STRAP 6 41-0' SECTION R103.12.1 5/8' OR 1/2' HIGH STRENGTH PLATE (SEE
<br />WALL' "
<br />2x4 LEDGER (MATCH BOTTOM WALL 4 O/C TYPICAL l,ad NAILS � 4
<br />ISEE TYP, SEC.)
<br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER CEILING BOARD PER CODE CHORD SLOPE OF ADJACENT O.C. TYPICAL
<br />W/1-10dx1 1/2' AND t0 MASONRY W/ (3) 3/16'x 2 1/4' FASTENEDWITH 86 COOLER NAILS TRUSS) USP SPT24 EACH STUD— EXT. WALL CONN. ia NON -LOAD
<br />DROPPED FLAT TOPS OF GABLE TRUSS WE
<br />HIPS FOR FRAMING TAPCONS. OR 11/4' LONG DRYWALL SCREWS I t I /� DOU�LE o�o PRACING DETAIL
<br />(GIRDER NOT DROPPED) S CT � CN �2� COMPLYING WITHA5TM END ALL FOR SECT10I 3 �EC IO �l L 5EARING LOCATION � 5 ,�i
<br />FIRST 8'-ID' FROM END WALL 6 4' " - - 5
<br />p p t SCALE: N.T.S. JJ O/C TYPICAL SCALE: N.T.S. SCALE. N.T.S. CJ. SEE TYP. WALL SECTION FOR SCALE: 3/4 - I 0 SCALE: N.T.S. 55
<br />DROP HIP DETAIL AIL
<br />ADDITIONAL INFORMATION.
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) 16d NAILS
<br />_ 20'-0" MAX 20'-0" MAX
<br />SCHEDULE FOR SHEATHING DETAIL Ed 6 (010/G BLOCKING W/l2) 'X' BRACE SEE GET. J/S5 -CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. 2x4 'IT" BLOCKING
<br />2 x 4 IIDd
<br />^�
<br />x
<br />TOP CORD
<br />BLOCKING FOR
<br />FIRST FOUR ROWS
<br />45 t
<br />2'x4' OUTLOOKER
<br />24' MAO.G.
<br />X. -1 24'
<br />WOOD TRUSSES
<br />© aC D 6
<br />24' O/C (TYP)
<br />OF TRUSSES °
<br />USP RTI&A OR EQUAL -a EA.
<br />'I
<br />12
<br />2z11z
<br />2x4 CROSS BRACE
<br />I
<br />OUTLOOKER
<br />Sp ATHI APPROX. 8' FROM
<br />I
<br />'L' BRACE TO EXTEND At LEAST
<br />TYPICAL RIDGE FASTENED AT
<br />9O9. OF WEB LENGTH (SEE TABLE)
<br />EACH JOINT W/ l2J 106
<br />12'
<br />12
<br />4 (2)10d TOE NAILS ID
<br />1
<br />GABLE TRUSS
<br />EA. END ' '
<br />I
<br />1/2' CDX PLYWOOD OR 1/16' OSB
<br />TRUSS VERT. WEB I
<br />2x6 P.T.
<br />SILL
<br />SHEATHING ATTACHED W/ 10d
<br />NAILS m 6' O.G. EDGES AND 12'
<br />ii
<br />SPACED -a°
<br />48' O/C M>�X.
<br />I
<br />O.G. FIELD
<br />BRACING WK3) 10d x 3'
<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
<br />2x4 PANEL BLOCKING -9 48' O.C. FOR THE FIRST
<br />I
<br />IN-� 3 O/C THROUGH CHORD\_
<br />Fus, �AMIO
<br />6EACH CONN. 9 24' O/C
<br />OF STAGGERED 10d COMMON WIRE NAILS
<br />OF STAGGERED 30d COMMON WIRE NAILS
<br />OF STAGGERED 30d COMMON WIRE
<br />8'-ID' OF END WALL FROM EA. END TYP. BOTTOM
<br />I
<br />INTO TO 2'x6' P.T. PLACE
<br />W/14J-1/4'xl-3/4'7
<br />(D = 0.148', L = 3') OR EQUAL
<br />(ID= 0201', L = 4 I/2') OR EQUAL
<br />NAILS (p = 0201', L = 4 1/2') OR
<br />CORD ATTACHED W/ (2) 16-d TOENAILS
<br />1
<br />WEEP SCREED INSTALLED PER
<br />WEDGE BOLTS 4 (4) SDS 1/4'
<br />MOISTURE BARRIER
<br />NOTES:
<br />EQUAL
<br />MANUF. 4 FRC SECTION R103.12.1
<br />x 1 1/2' SCREWS
<br />BOND BEAM
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4) FOR 4-PLY, PROVIDE 1/4'
<br />DIA. x 5 1/2' LAG SCREWS OR EQUAL
<br />-
<br />SIDES OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />2x4 'T' ON TOP OF PANEL BLOCKING,
<br />MOISTURE BARRIER
<br />MASONRY WALL
<br />2x4 BLOCKING
<br />48" O.C.
<br />L BRACE I 166 NAIL
<br />'- ATTACHED W/
<br />lOd NAILS 6 4"
<br />O.G. TYPICAL
<br />GABLE TRUSS WEB
<br />51NGLE T' BRACING DETAIL
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING 10
<br />48' O/C ABLE TRUSS
<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 FASTEN WITH 10dx3' e 4' O/C USP HTA20 -T EA. TRUSS ARCHITECTURAL FINISH NOTE — — — — TRUSS VERTICAL
<br />THICKNESS OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED WITH Sd VERT. WEB (24' O/C MAX.) 1) SEE TRl16S MANUFACTURER'S TRUSS ENGINEERING TOP 4 BOTTOM CHORD GABLE
<br />COOLER NAILS OR 1 1/4' LONG DRYWALL SCREWS COMPLYING WITH ASTM NOTE: IF EMBEDDED STRAP CUT SHEETS FOR ADDITIONAL PERMANENT BRACING END BRACING 10 4'-0' O.C. MAX. (2) Vx8' 'L' BRACE
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) (o) REFER TO NDS SECTION 153 FOR ADDITIONAL INFORMATION C1002 FOR FIRST V-0' FROM END WALL 9 4' O/C TYPICAL 'FrMISSED VERTICAL WEBi USE THAT MAY BE REQUIRED FOR FIRST (4) ROWS OF TRUSSES FASTENED WITH (3)
<br />16d COMMON NAILS. (ONE INTO EACH OUTSIDE FACE 5/8'x 10' 'J' BOLT e 32' O.C. SIMP60N M6TAM3(o ON OUTSIDE 2) "C' BRACING MAY BE USED IN PLACE OF THE CONT. LATERAL PERMANENT 1(od PER SIDE
<br />OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I j� I MINIMUM 6' FROM PLATE SPLICES EXT. WALL CONN. e NON - LOAD5EECTBf�AC ING C� WEB MEMBERS PROVIDED IT EXTENDS OVER At LEAST 90io OF THE WEB. 5CI55®R C�,�5LE Ilfill 5RAGE
<br />T�'FICAL NAILING 5CHEDULES FOR 5UILT-UP COLUMNS (5 I I W/ 3/16'x2'0 PLATE WASHER �i�(NC LOCATION (UNEVEN CSC J E REQUIRED MINIMUt l PERMANENT TRU58 BR,4CINC3 PLAN L �
<br />CJ�J SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BC51 2013 EDITION SCALE: N.T.S. AS PER H(B 91 SCALE: N.T_S. S5
<br />SCALE: N.T.S. 55 ADDITIONAL INFORMATION.
<br />2'x4' OUTLOOKER fit 24' 5015SOR TRUSS
<br />O.C. W/ (2) IIDd PER JOINT
<br />TOP CHORD BLOCKING FOR 15T
<br />MINIMUM 2x FOUR ROWS OF TRUSSES, USING
<br />CROSS BRACING (2) 16d TOE NAILS 9 EA. END
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />10dx3' O/C 2'x4'
<br />(2)16d PER g 6' O/G RUNNER
<br />JOINT TYPICAL
<br />1 12" MAX.
<br />"L" 5%R,4CING fREQUIfREI-II=NTS
<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'ID' - 3'-ID'
<br />3'-0' - 6'-O'
<br />6'-O' 4 GREATER
<br />SCISSOR GABLE - (1) 211x(V 12 6.P.1=. 6 EACH VERTICAL AND
<br />(2) 211xa" FULL HEIGHT e DIAPHRAGM 5LOCKING
<br />12
<br />6.9 MAX.
<br />PRE-ENGINEERED OVERLAP TRUSS BRACING — -- -
<br />WOOD TRUSSES AT LEAST TWO TRUSS SPACES �," OVERLAP
<br />2X4 BRACING '9 48' 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 />NOTE:
<br />CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN,
<br />ALTERNATE NON -DROP
<br />1) "L" BRACE MUST EXTEND AT LEAST 9saro OF WEB LENGTH EXCEPT, SCISSOR
<br />TO EXTEND FULL HEIGHT OF
<br />MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING
<br />CROSS 5fR,4CINCQ DET,41L J
<br />GA5LE END DETAIL
<br />GABLE WHICH REQUIRES BRACE GABLE.
<br />2) "L." BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS -T 4" O/C.
<br />TfRUSS 5fRACINCQ 0VEfRL,4F D T,41L _�
<br />COSMETIC DROP CEILING FRAMING
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />5C I550IR TRUSS
<br />W/ DROP CEILING 51RACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />I GABLE TRUSS
<br />4
<br />S5
<br />85
<br />'L' BRACE W/ 10d 6 4' O.C. 12
<br />(SEE SCHEDULE FOR SIZE
<br />12 AND LOCATION) 6.9 MAx.
<br />6.9 MAX. 'L' BRACE W/ 10d a 4' O/C
<br />5 (SEE SCHEDULE FOR SIZE
<br />5 S5 AND LOCATION)
<br />S5
<br />ABLE TRUSS
<br />� S5
<br />S5
<br />l
<br />w
<br />�X
<br />Q
<br />----
<br />Lu e
<br />x
<br />---
<br />v
<br />3
<br />12 eel OUBLE'TOP PLATE
<br />6,9 MAX.
<br />2X4 LEDGER
<br />UP LSTA 18
<br />UPLIFT CONNECT IONS ,-
<br />�TUD5 -1 IV O.G.
<br />DBL. 701 PLATE STUDS m 16' O.G. USP � I �_ � �'�� f ��'_
<br />CONT.BEARING ONT.BEARING USP HGAIO (TYP.) SPT24 _____.---------_-__- WOOD FLAMED C�A5LE END ��,4CINC� DETAILo EACH STUD USE USP HTA20 (Ok CONNECTORS g MASONRY'
<br />C�,45L � END 5fi`,4C INCH D � T,41 L C�,48L I= END 5�,4C 1NC� D I=T,41 L SCALE: 3/4'-1'-0' OR 51MP50N RTI6A (OR EQUAL) CONNECTOR5 a MEAN WALL HEIGHT UP TO 30'-ID' - 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 SPECIFICATION FRAME WALLS 4 4F RT1 a NIP JACK i0 E WALLS NOTES FOR WIND SPEED SPECIFICATION
<br />END JACK
<br />MAX_
<br />--—11'-01
<br />CORNER JACK
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<br />DAN SCO
<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.danscoengineering.com
<br />CA 2.5948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT = 4-0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNEDAND SEALED FORTH E STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LEN NAR CORPORATION.
<br />©2018 - TH ESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />_
<br />DATE
<br />DESCRIPTION
<br />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />_
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION
<br />NO. 1.01 / 06.08.18
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<br />SHEET TITLE:
<br />TRUSS BRACING DETAILS
<br />AND NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 380843
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />�5
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