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SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ (2) lbd NAILS
<br />SCHEDULE FOR SHEATHING DETAIL
<br />SEE STRUCTURAL NOTES BACKNAIL W/ (2) Ibd NAILS
<br />BACIC"IL W/ (2) Ibd NAILS
<br />2x4 BLOCKING
<br />� �
<br />2 x4
<br />s 24'
<br />OUTLOOKER
<br />O.C.7
<br />AND NAILING SCHEDULE
<br />FOR SHEATHING DETAIL USP RTIb OR EQUAL s
<br />SEE STRUCTURAL NOTES
<br />AND NAILING SCHEDULE
<br />2x4 OUTLOOKER s 24'
<br />BAGKNAIL W/
<br />2x4 OUTLOOKER
<br />s 48' O.C.
<br />ibd NAIL
<br />REFER TO SECTION IA
<br />TOP CORD2x4
<br />EA- OUTLOOKER
<br />FOR SHEATHING DETAIL
<br />O.G. (OPTIONAL -SEE
<br />SEE STRUCTURAL (2) Ibd NAILS
<br />s 24' O/C
<br />'L' BRACE I
<br />/ ON SHEET 55.1 FOR
<br />BLOCKING FOR
<br />FIRST FOUR
<br />R
<br />OUTLOOKER
<br />s 24' O.C.
<br />ELEVATIONS)
<br />NOTES AND NAILING
<br />SCHEDULE FOR
<br />OF CORD
<br />BLOCKING FOR
<br />ATTACHED W/
<br />lod NAILS * 4'
<br />USP HGAMI0 W/
<br />i X-BRACING, AND TOP
<br />CHORD BLOCKING
<br />45' t
<br />24' 1riAX
<br />,
<br />�'
<br />TOP CORD ' �.'
<br />2X4 CONT'L' BRACE
<br />TOP CORD BLOCKING
<br />USP RT16 OR EQUAL s
<br />SHEATHING DETAIL USP RTI6 OR
<br />FIRST FOUR ROWS
<br />O.C. TYPICAL
<br />(4) 3/16'xl-3/4' .�
<br />, INFORMATION
<br />ASSES s
<br />USP RTIb OR
<br />BLOCKING FOR
<br />FASTENED W/ (2)10d
<br />FOR FIRST FOUR ROWS
<br />24' MAX EA. OUTLOOKER
<br />EQUAL s EA.
<br />OF TRUSSES s
<br />WEDGE BOLTS t
<br />WOOD TRUSSES
<br />EDGES OF 2x4 C S BRACE
<br />EQUAL s EA
<br />FIRST FOUR ROWS OF
<br />3'* 14 O/C. CMID
<br />OF TRUSSES s EDGES
<br />2x4 GROSS BRACE OUTLOOKER
<br />4' MAx. EDGES OF
<br />GABLE TRUSS WEB
<br />,
<br />(4) SOS 1/4' x 1 1/2'
<br />SHEATHING APPROX. 8' FROM
<br />TYPICAL AT
<br />OUTLOOKER
<br />I
<br />I
<br />TRUSSES s EDGES
<br />HEIGHT
<br />'L'
<br />OF SF,EAtHING TYPICAL
<br />DOUBLE TOP PLATE
<br />APPROX. 8 FROM
<br />SHEATHING TYR
<br />DOUBLE L BRACING DETAIL
<br />SCREWS / �
<br />RIDGE FASTENED
<br />L 13RACE TO EXTEND
<br />OF SHE 2X4 KIGKE I
<br />2x8 SYF'"1 BRACE TO
<br />2x4 CROSS BRACE
<br />RIDGE FASTENED AT
<br />'L' BRACE TO EXTEND
<br />g
<br />i
<br />2x4 RAT RLIN BRACING
<br />SCALE: N.T.S. S5
<br />EACH JOINT W/ (2) loci I AT LEAST 90% OF WEB
<br />s 8'-0' O/C. EXTEND s LEAST 90%
<br />FASTENED A
<br />�P 8 FROM RIDGE FASTENED AT
<br />EACH JOINT W/ (2) I At LEAST 90%� � WEB
<br />At 24' O.C. ON TOP OF
<br />t (2)10d TOE NAILS s
<br />LENGTH (SEE TABLE)
<br />2x4 CROSS BRACE I
<br />OF WEB LENGTH t
<br />SPT4 s EA
<br />EACH JOINT W/ (2) 10d t (2)
<br />loci t (2) 10d TOE I
<br />LENGTH (SEE TABLE)
<br />BOTT. CHORD FOR 4
<br />2x4 IT' BLOCKING
<br />EA- END I
<br />APPROX. 8' FROM NOTCH s BOTTOM
<br />I
<br />STUD I0d TOE NAILS 9 EA END
<br />NAILS s EA. END ABLE TRUSS
<br />TRUSS SPANS
<br />TRUSS VERT. WEB 2x6 P.T.
<br />1 GABLE TRUSS
<br />RIDGE FASTENED AT
<br />I
<br />CHORD (SEE TABLE)
<br />2x4 PANEL BLOCKING I
<br />I/2' COX PLYWOOD OR
<br />2x4 BLOCKING:
<br />ATTACHED W/ 2 - 16d
<br />SILL
<br />SPACED s 48' O/C
<br />1/2' CDX PLYWOOD OR
<br />I 1/I6' OSB SHEATHING
<br />EACH JOINT W/ (2) �
<br />10d t (2A0d TOE -
<br />USP RTI WITH 6-Sd
<br />FROM LEDGER TP
<br />2X6 FRAMED WALL -SEE
<br />WALL SECTION FOR SPACING
<br />s 48 O/C FOR THE I
<br />1/16' OSB SHEATHING
<br />ATTACHED W/ loci NAILS
<br />� 48' O.G. I
<br />I 16d NAIL
<br />AT EA- TRUSS JOINT
<br />I
<br />�
<br />FIRST (4) ROWS OF I
<br />L BRACE
<br />2x4 PANEL BLOCKING s 46' O.C. FOR THE FIRST
<br />ATTACHED W/ 10d
<br />NAILS s EA. END
<br />BLOCKING
<br />/2' COX PLYWOOD OR 1 16'
<br />TRUSSES FROM EA.
<br />s 6' O.G. EDGES AND 12'
<br />ATTACHED W/ I
<br />2x4 BLOCKING s 24'
<br />8'-0' OF END WALL FROM EA- END TYP. BOTTOM
<br />( WJLS s 6' O.G. EDGES
<br />GYPSUM WALL BOARD I
<br />GABLE TRUSS
<br />OSB SHEATHING ATTACHED
<br />END TYP. TOP t I
<br />O.C. FIELD
<br />10d NAILS s 4'
<br />1/2' HIGH STRENGTH OR
<br />O/C W/ 2 - Ibd
<br />CORD ATTACHED W/ (2)16-d TOENAILS
<br />I AND 12' O.C. FIELD
<br />2'x4' PANEL BLOCKING s 48' O.G. FOR THE FIRST I
<br />I/2' COX PLYWOOD OR
<br />W/ 10d NAILS s 6' O.C. EDGES
<br />BOTTOM ATTACHED I
<br />(1) Ibd NAILS
<br />O-C. TYPICAL
<br />5/5' GYP. WB W/ 1 3/8'
<br />TOENAILS s EA END
<br />-Ile-
<br />IOCIX3' s 3' O/C
<br />(4) ROWS OF TRUSSES FROM EA- END TYP.x4
<br />1/16' OSB SHEATHING
<br />AND 12 O.C.00FIELD
<br />W/ (2J 16-d TOENAILS
<br />IT' ON TOP OF PANEL
<br />GABLE TRUSS WEB
<br />DRYWALL NAILS OR
<br />MASONRY WALL
<br />THROUGH CHORD
<br />BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS
<br />ATTACHED W/ 10d
<br />(2) Ibd NAILS
<br />BLOCKING, FASTEN WITH
<br />DRYWALL SCREW$1'
<br />2x4 t ON TOP OF PANEL BLOCKING,
<br />INTO 2x6 PT. PLATE
<br />2'x4' LEDGER (MATCH BOTTOM CHORD
<br />NAILS s 6' O.C. EDGES
<br />2x4 PANEL BLOCKING s 48 �
<br />2x4 BLOCKING
<br />5/8 OR 1/2 CEILING DENSE GYPSUM WALL
<br />10dx3 s 4 O/C
<br />SINGLE L BRACING DETAIL (o
<br />O/C CEILING t 8 O/G
<br />WALLS
<br />ARCHITECTURAL FINISH
<br />SCALE: N.T-S- S5
<br />WEEP SG�ED
<br />FASTEN WITH lodx3' s 4' O/C
<br />SLOPE OF ADJACENT SCISSOR TRUSS) AND 12' O.C.FIELD
<br />O.G. FOR THE FIRST (4) ROWS
<br />50AW FASTENED WITH 8d COOLER NAILS s 36'
<br />5/8' OR 1/2' CEILING DENSE GYPSUM WALL BOARD FASTENED
<br />INSTALLED PER MANUF.
<br />2'xb' P.T. SILL
<br />, , . 'O.C.
<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.GAIo
<br />DIAPHRAGM
<br />WITH Sd COOLER NAILS OR 1 1/4' LONG DRYWALL SOWS
<br />MOISTURE BARRIER
<br />5/8 x 10 J BOLT s 48
<br />WEEP SCREED
<br />TYP. TOP t BOTTOM ATTACHED
<br />BLOCKING, FASTEN WITH
<br />COMPLYING WITH ASTM CI002 FOR FIRST DBL- TOP
<br />STUD WALL
<br />BLOCKING s
<br />EXT. WALL CONN. 6
<br />WITH ASTM G1002 FOR FIRST 8 -0 FROM END WALL
<br />' �/
<br />USP WTA20 OR Ea s 6 -0 O.C.00TYPICAL-
<br />ALTERNATE USP LSTAIS STRAIGHT SCRAP s 4'-0'
<br />INSTALLED PER MANUF-
<br />l2)16-d TOENAILS
<br />10dx3 s 4 O/C
<br />8 -o FROM END WALL s 4 O/C TYPICAL PLATE
<br />(SEE TYP. SEC.)
<br />48' O/C
<br />NON - LOAD BEARING
<br />LOC,4TION p
<br />sC 4' OLCITYPICAL
<br />� WTA20 s EA TRUSS
<br />MOISTURE BARRIER
<br />5/8 OR 1/2 CEILING DENSE
<br />2x4 LEDGER (MATCH BOTTOM
<br />USP SF'T24 s EACH STUD
<br />GALE TRU55
<br />SEE TYR WALL SECTION FOR SCALE: 3/4' = 1'-0' CJ�
<br />5/8'x 10' 'J' BOLT s 32' O.C. MINIMUM 6' FROM VERT.111EB (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 4 PLATE WASHER
<br />W/1-l0dxl 1/2' AND TO MASONRY W/ (3) 3/16'x 2 1/4'
<br />WITH Sd COOLER NAILS OR 1 1/4'
<br />TRUSS)
<br />SBCTION
<br />ADDITIONAL INFOT�'1ATION
<br />NOTE: IF EMBEDDED
<br />7APCONS. t r O�
<br />LONG DRYWALL SOWS
<br />(2) 2'x8' 'L' BRACE
<br />j j�
<br />C I OI �4
<br />STRAP MISSED VERTICAL
<br />I I
<br />2
<br />COMPLYING WITH ASTM C1002
<br />,-
<br />5EC.T I ON 3
<br />SCALE: N.T.S. 5�J'
<br />FASTENED WITH l3)
<br />j
<br />FOR FIRST 8 0 FROM END WALL
<br />Ibd PER SIDE
<br />. SCALE: N.T.S.
<br />CJ
<br />WEBt LISE SIMPSON
<br />MSTAI'°'36 ON OUTSIDE
<br />SCALE: N.T-S.
<br />Cjrj
<br />s 4' O/C TYPICAL
<br />SCALE: N.T.S.
<br />SrJ-
<br />SCISSOR GABLE �T� BRACE
<br />i
<br />AS PER HIB 151 SCALE: N.T.S. S5
<br />20�'_0' MdX
<br />Sd s to O/C 2 x 4 BLOCKING W/(2) I0d
<br />WOOD TRUSSES TOE NAILS s EACH END s
<br />24' O/C (TYP)
<br />' PROPER INSTALLATION ♦ UNACCEPTAE3LE INSTALLTION
<br />;. M 8' ♦♦♦ DO NOT DO THIS
<br />Q a t
<br />t 1'
<br />BRACING W/(3) loci x 3'
<br />• s EACH COW s 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 �P HGAMIO W/(4)-3/Ib'xl-3/4'
<br />--/
<br />OF STAGGERED loci COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRED BOLTS t l4) SDS I/4' MOISTURE BARRIER
<br />(D = 0.148', L = 3') OR EQUAL (D = 0201', L = 4 1/2') OR EQUAL NAILS (D IT 0201', L Is 4 1/2') OR x 1 1/2' 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
<br />SIDES OF THE COLUMN (SPACE AS SHOWN FOF: 3-PLY) MASONRY WALL
<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)
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 6) REFER TO NOS SEGtION 153 FOR ADDITIONAL INFORMATION
<br />MIN.
<br />tRST 2 coulxsEs ,, ♦C T�ET$ FOR I 4'DIITIONAL ERMANENT BRACING BO.C.
<br />MAX FOR -iiw,
<br />♦ s
<br />Ibd COMMON NAILS. (ONE INTO EACH OUTSIDE FACE EX L WALL CONN. � NON - LOAD 2) IT' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />OF B.U.G., SAME NUMBER OF ROWS, SAME SPACING) BEARING LOCATION (UNEVEN CLGJ FILLED CELL MR FOUNDATION PLAN FILL.ED CEL.L. INSTALLATIONrH�� BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />TYPICAL NAILING 5CHEDULE5 FOR BUILT-UP COLUMN5 S SEE TYP. WALL SECTION FOR SCALE: KTZ• cJr,. SCALE• IOTA REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. � AS PER SCSI I-03
<br />SCALE: N.T.S.
<br />CJ>j 55
<br />Ar SCISSOR TRUSS
<br />2'x4' OUTLOOKER s 24' 12
<br />O.C. W/ (2)10d PER JOINT
<br />MINIMUM 2'x4' USP WI-i
<br />GROSS BRACING
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />10dx3' O/C 1'x4'
<br />TOENAIL s 6' O/C RUNNE
<br />(2) Ibd PER W/ (2)16d TYPICAL
<br />JOINT NAILS I 12" MAX.
<br />I
<br />FILL SOLID
<br />BOTH CELLS
<br />9 REBAR
<br />STD. W,
<br />a
<br />I
<br />M
<br />S'
<br />NOTCH UM AT THE F
<br />"L ' 5R,4C ING RE:QU I RE MENTS
<br />STUD
<br />SPACING
<br />NO
<br />'L' BRACE
<br />(U 2'x4' (UND)
<br />'L' BRACE
<br />2'xb' (UNA-)
<br />'L' BRACE
<br />24'
<br />010' - 3'-0'
<br />3'-0' - 6'-0'
<br />6'-0' t GREATER
<br />SCISSOR GABLE - (1) 2'x8' 02 S.PF. ,m EACH VERTICAL AND
<br />(2) 2'x8' FULL HEIGHT ,9 DIAPHRAGM BLOCKING
<br />♦♦ '5 NEBAR (TIP**V
<br />TYPE ♦♦ ♦,tt
<br />40 to
<br />taoac (TYP) ♦♦♦ , STD. W HOOK (TYM)
<br />EL
<br />♦ i I ♦♦
<br />,,♦ ,� • NorcH r-; T caxwE
<br />I
<br />Mw
<br />Ilk
<br />im
<br />&I
<br />llllllllll��ll�ll
<br />oVERLAP T BRACING 69 MAX
<br />PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6' OVERLAP
<br />WOOD TRUSSES
<br />2X4 BRACING s 48' O.C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W/
<br />2-10d s EA. TRUSS (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP
<br />OR BOTTOM OF THE BOTTOM CORD)
<br />MINIMUM (2) lbci PER JOINT
<br />MINIMUM 2'x4' TRUSS BRACING
<br />CONTINUOUS BOTTOM CORD BRACING 2'x4' MIN.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />NOTE:
<br />LTEBRACE MUST EXTEND AT LEAST 90ge OF WEB LENGTH EXCEPT, SCISSOR
<br />TRUSS BRACING OVBRL,4P DE:T,4IL. tM
<br />GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />SCALE: N.T.S.COSMETIC
<br />CROSS BR,4CING DETAIL. J
<br />SCALE` S.
<br />2) 'L' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3' NAILS s 4' O/C.
<br />DROP CEILING FRAMING
<br />�rpSCALE: NIW1
<br />DROP CEILING BRACNG DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0' SCALE: NTS
<br />1 GABLE TRUSS
<br />4
<br />END JACK ,N
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />°�
<br />85
<br />'L' BRACE W/ 10d s 4'O.C.
<br />(SEE SCI-EDULE FOR SIZE
<br />111-m' MAx
<br />12 AND LOCATION)
<br />6.9 MAX
<br />bg
<br />'O
<br />12 OUBLE TOP PLATE
<br />6 9 MAX
<br />5 ( SC14:DULE FORSZE
<br />5
<br />S5 AND LOCATION)
<br />0000 85
<br />tiA
<br />✓�
<br />2X4 LEDGER
<br />TtEISB
<br />CAR JACK
<br />�
<br />USP LSTA 18
<br />_ -�
<br />�
<br />�'
<br />6
<br />85
<br />85
<br />UPLIFT CONNECT I ON5 -
<br />PIP FRAMING
<br />DBL TOP PLATE STUDS • t�' O�. ,
<br />LISP H[,�4I0 (Tyr-)
<br />TUDS s 16' O-C.
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />CONT. BEARING
<br />GABLE: END BRACING DETAIL.
<br />E ACW CH STUD
<br />GABLE END BRACING DETAIL
<br />MEAN WALL IIII UP TO 30'-V' -SEE STRUCTURAL NOTES FOR WIND SPEED SPECPICATION SCALE: 34'.r-m'
<br />MEAN WALL HEIGHT UP TO30'-0' - SEE STRUCTURAL SCALE: KtS.
<br />NOTES FOR WIND SPEED SPECIFICATION
<br />MEAN WALL HEIGHT UP TO 30'-0' - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.donscoengineedng.com
<br />CA 25948
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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, 3 SEC. GUST,
<br />EXPOSURE -C ENCLOSED )INTERNAL PRESSURE
<br />COEFFICIENT - 10.18) WIND LONE )2001 EDITION,
<br />INCLUDING 2006 6 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 JOIM
<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 />EN EER SEAL:
<br />C 15 2008
<br />SHEET TITLE:
<br />TRUSS BRACING DETA
<br />AND
<br />SHEET INFORM
<br />JOB NO.: 27�,.5•
<br />DATE ISSUED: 06.14.0
<br />DRAWN BY: TJB
<br />REVIEWED BY: DZ
<br />S5
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