|
<br />DROP GABLE END TRUSS
<br />FOR O.H. GREATE:~ THAN 12"
<br />
<br />\ /- ~~. ~~~U~,:-ERS @ 24"
<br />X' V 00
<br />
<br />//.6 c /- STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />C NAIL w/Bd COM. @
<br />3" O.e. EDGES & 6"
<br />O,e. FIELD
<br />
<br />,X
<br />
<br />2X4 SPF BLOCKING @
<br />PANEL EDGES - NAIL
<br />SHEATHING @ 4" O.c.
<br />STAGGERED w/ 8d
<br />
<br />IIIII :x IIIII
<br />
<br />
<br />-"<: LSTA18 _ STRAP .J 7 , j.
<br />'\ BlKG. @ '" TRUSS j. .-
<br />
<br />
<br />, "" / I'
<br />~~/I
<br />yz""
<br />'\
<br />
<br />lOd @ 4" O.e.
<br />
<br />2x4 SPF CROSS BRACE
<br />@ 48" O.C. - NAIL w/3-
<br />lOd AT EACH END & AT
<br />CROSSING AT 45 ANGt~
<br />
<br />~ 2X6 BRACE NAILED
<br />c /" TO SIDE OF GABLE
<br />~ ,. TRUSS CHORDS
<br />C 4'-0" IN LENGTH
<br />OR GREATER
<br />
<br />CONTINUOUS 2X4 SPF
<br />SPANNING (4) TRUSS
<br />BAYS (8 FT) NAILED TO
<br />2x4 BLOCKING @ 4" O.e.
<br />w/12d & 2-12d TO CHORD
<br />
<br />~ /~
<br />
<br />~ NOTCH BLOCK @
<br />PLATE TOENAIL w/
<br />3-16d
<br />
<br />~
<br />
<br />~
<br />o ____-GABLE TRUSS
<br />
<br />I . NAIL TOP OF "T"
<br />C
<br />TO GABLE TRUSS
<br />C w/2-12d & (1)
<br />C usp rt8A w/
<br />~ C 10-10d x 11/2"
<br />
<br />~ _0
<br />'" . '(;"..... ~ TO PLATE w/16d @
<br />'10l ~ 4" O.e.
<br />
<br />-
<br />
<br />""
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O,c. MAX,
<br />
<br />I
<br />"
<br />
<br />I
<br />I~] , ,
<br />--<:PT ~
<br />
<br />PLATE
<br />
<br />',===
<br />
<br />I
<br />
<br />I
<br />I
<br />
<br />___1/2" x 8" A.B.
<br />.
<br />~ @ 48" O,e. MIN.
<br />
<br />~ LINTEL
<br />COURSE
<br />
<br />5/8" OR 1/2" CEILING DENSE GYPSUM
<br />WALL BOARD FASTENED W/ Sd COOLER
<br />NAILS OR 11/4" LONG DRYWALL SCREWS
<br />COMPLYING W/ASTM CI002 FOR FIRST
<br />8'-0" FROM END WALL @ 4" O.e. (TYP)
<br />
<br />=
<br />
<br />..
<br />
<br />4 BAYS
<br />
<br />MASONRY
<br />WALL
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CElUNG
<br />
<br />-
<br />
<br />(1'
<br />
<br />'S-3 I
<br />
<br />SCALE; 3/4" = 1'-0"
<br />
<br />REV, 3/04/04 TH
<br />
<br />( ELEV III ONLY)
<br />
<br />~
<br />"54/
<br />~/
<br />
<br />
<br />".,'/ I
<br />
<br />GABLE TRUSS
<br />
<br />
<br />/ "l" BRACE W/1Od @ 4" O.c
<br />~ ~ (SE.E SCHEDULE ON S3 FOR SIZE
<br />~ AND LOCATION)
<br />
<br />fS\
<br />'V
<br />
<br />~
<br />~~
<br />
<br />r--~
<br />
<br />-~
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<br />I I I ~CONT.IBEARING I
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<br />I
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<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />GABLE END BRACING DETAIL
<br />
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />
<br />r;;'\
<br />~
<br />
<br />SCALE: N.T,S.
<br />
<br />( ELEV III ONLY)
<br />
<br />GABLE TRUSS
<br />
<br />12
<br />
<br />"L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />~
<br />.cD I~
<br />
<br />........
<br />
<br />~
<br />
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<br />
<br />\ - ~DBLTOPPIA"
<br />
<br />CONT. BEARING
<br />
<br />H
<br />
<br />H
<br />
<br />STUDS @ 16" O.e.
<br />
<br />usp spt2 4
<br />@ EACH STUD
<br />
<br />usp mtw12
<br />
<br />GABLE END BRACING DETAIL
<br />
<br />MEAN WALL HEIGHT UP TO 30'-0. - SEE STRUCTURAL
<br />NOTES FOR WIND SPEED SPECIFICATION
<br />
<br />SCALE: N,T.5,
<br />
<br />r;;'\
<br />'CJ
<br />
<br />~
<br />.,3
<br />~
<br />,/
<br />:i
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAILS
<br />
<br />~ ~P GABLE END TRUSS & LOOKOUT
<br />~ERS FOR O.H. GREATER THAN 12"
<br />
<br />2X4 SPF BLOCKING @
<br />PANEL EDGES" NAIL
<br />SHEATHING @ 4" O.e.
<br />STAGGERED w/ 8d
<br />
<br />~
<br />
<br />J I I I I I J I I I I I / ') I) 3 " ~J
<br />
<br />/ LSTA18 - STRAP _./ // / / ~ ~ "" u50 rt16@
<br />~ BLKG. @ 1st TRUSS / c ~ LOOKOUT RAFTERS
<br />~ IF APPLICABLE
<br />""..... " 2X6 BRACE NAILED '
<br />TO SIDE OF GABLE STRUCT. SHEATHING
<br />" TRUSS CHORDS ______ C 7/16" MIN. THK. -
<br />/" 4'-0" IN LENGTH ... c ~ NAIL w/Sd COM. @
<br />" OR GREATER / 3" O,e. EDGES & 6"
<br />
<br />-< 'w( : / ~~';'::c
<br />I> ~.~" ':V-GABlETRUSS
<br />
<br />!';-;TRUSS~~, . NAll TOP OF "T'
<br />
<br />'/ " " TO GABLE TRUSS
<br />lCO~ TINUeUS 2X4 SPF I' " , V w/2-12d & (1)
<br />~ANNING (4) TRUSS " ~ usp mtw12 w/
<br />BA (8 FT) NAILED TO \ C 14-1Od x 11/2"
<br />4 BLOCKING @ 4" O.e. '" " C
<br />w/12d & 2"112rd TO CHORD ~ NAIL TRUSS BOTIOM
<br />~ CHORD TO 2X4 DEAD-
<br />II' I, I '\.. "~'.' WOOD w/16d@4"0.C.
<br />, I" ~ -ml
<br />..., :It:Frr
<br />~
<br />
<br />d
<br />w
<br />
<br />r---
<br />
<br />-
<br />G.C. TO PROVlDc.
<br />BLOCKING TO COMPLY
<br />W/ APA RECOMENDATIONS
<br />FOR SPAN RATING OF
<br />7/16" OSB.
<br />
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<br />w
<br />-~~e;
<br />.1 :::lE~
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<br />~
<br />
<br />2x4 SPF CROSS-BRACE
<br />@ 48" O.e. - NAIL w/3-
<br />lOd AT EACH END & AT
<br />CROSSING AT 45 AN~
<br />
<br />"
<br />--~
<br />
<br />'\.
<br />
<br />----"
<br />
<br />----
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<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O.C. MAX.
<br />
<br />)K
<br />
<br />",,'
<br />
<br />I ~
<br />/'
<br />
<br />~
<br />
<br />usp Ista30 w/
<br />14-10d @48" O,e.
<br />
<br />1/2" MIN. DW CEILING
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.e.
<br />
<br />NAIL DEADWOOD TO
<br />TOP PLATE w/16d @
<br />4" O,C.
<br />
<br />..
<br />
<br />4 BAYS
<br />
<br />..
<br />
<br />.....
<br />_______ FRAME WALL
<br />2x4 @ 16" O.e.
<br />(TYPICAL)
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEIliNG
<br />
<br />.-
<br />
<br />(2\
<br />~
<br />
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />REV. 3/04/04 T.H.
<br />
<br />SCALE: N.T.S.
<br />
<br />REV. 7/19/03
<br />
<br />TRUSS NOTES:
<br />
<br />45^
<br />
<br />>
<br />
<br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPl-2002
<br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND
<br />BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT
<br />IN WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED
<br />TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY
<br />CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT
<br />EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS.
<br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL
<br />LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O,C. MAXIMUM.
<br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATIACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
<br />4. ADDITIONAL BOTIOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT
<br />ATIACHED DIRECTLY TO THE BOTIOM CHORD OF THE TRUSS.
<br />5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEl HEIGHT.
<br />SEE TYP. TRUSS BLOCKING DETAILS
<br />
<br />"
<br />
<br />V~
<br />
<br />" MINIMUM 2"x4"
<br />I "'- CROSS BRACING
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />
<br />(3) 12d
<br />~PERJOINT
<br />
<br />~1 \ ~1 ~.
<br />~CONTINUOUS BOTIOM CORD BRACING 2"x4" MIN.
<br />
<br />CONY. FRAMED RIDGE
<br />MAY BE NAILED w/ MIN.
<br />(4) 12d WHEN IT LANDS
<br />NEXT TO PRE-ENG. TRUSS
<br />
<br />TYP. HAND FRAMING ABOVE TRUSS
<br />2X4 STUDS & PLATES AT 2'-0" O.c.
<br />EACH DIRECTION TYP. U.N,O.
<br />- 2x8 BLKING. NAILED @ EACH
<br />SIDE w/ (3) 12d NAILS WHEN
<br />REQUIRED w/ (2) MTS12'S
<br />
<br />--,
<br />
<br />/I.... 2X4 BLOCKING
<br />
<br />I\"N EA ~U~ L
<br />
<br />I \ ~
<br />
<br />I I \ 1 '
<br />
<br />-'k
<br />
<br />CROSS BRACING DETAIL (TYP)
<br />
<br />J 4 \
<br />\.s-3 J
<br />
<br />--
<br />
<br />2X4 DIAGONAL AT 8'-0" O.e.
<br />MAX & EACH END ALTERNATE
<br />I DIRECTION TYP. ,
<br />.z "
<br />I X
<br />
<br />SCALE: N.T.S.
<br />
<br />.~\)
<br />" ~I
<br />,?(~ ~~
<br />
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />OVERLAP TRUSS BRACING
<br />
<br />""\ -; AT LEAST ONE TRUSS
<br />\ SPACE
<br />
<br />6" OVERLAP
<br />
<br />'II
<br />
<br />TB
<br />
<br />..."""
<br />
<br />DB ----::::~
<br />
<br />B~
<br />PRE-ENG. TRUSS
<br />
<br />/
<br />
<br />I
<br />
<br />\MINIMUM (2) 16d PER JOINT
<br />
<br />.....~
<br />
<br />~INIMUM 2"><4. Sl'F OR
<br />SYP TRUSS BRACING
<br />
<br />CONT. ROOF SHEATHING AT TRUSS TOP
<br />CHORD AT ALL HAND FRAMED AREAS TYP.
<br />
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<br />
<br />VERTICAL SCAB
<br />2 x 6 #2 SPF 48" O,C.
<br />W/ (4) 10d TOP &
<br />BOTIOM
<br />OR H5 OR HClR/lL
<br />IN PLACE OF (4) 10d
<br />
<br />COLLAR TIE
<br />,,/ I- EVERY 3rd
<br />RAFTER
<br />
<br />DIAGONAL "
<br />AT 8'-0" "-
<br />MAX ~.,..
<br />
<br />-,* 2x8 #2 SPF RIDGE BEAM
<br />
<br />-)f-'k 2x6 RAFTERS @ 2'-0"0.C.
<br />MAX. w/ (3) 10d COMMON
<br />TOENAILS TO RIDE BEAM
<br />
<br />* SPACED AT 15'-0" MAX
<br />
<br />....
<br />-r--~ "
<br />IX I ---~WooD
<br />:= ~;..- TRUSS
<br />IX
<br />
<br />J
<br />~~
<br />~
<br />
<br />TRUSS BRACING OVERLAP DETAIL (TYP)
<br />
<br />-
<br />
<br />(5'
<br />\.S-3 J
<br />
<br />--
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<br />
<br />SCALE: N.T.S.
<br />
<br />I X
<br />71--
<br />-1
<br />
<br />2X4 CONT. AT
<br />T & B CHORD
<br />
<br />x
<br />
<br />i X
<br />
<br />--
<br />
<br />L WOOD TRUSS !
<br />
<br />CONe. MASONRY
<br />STEEL OR WOOD
<br />BEARING SUPPORT
<br />
<br />SEE r-.AI!...
<br />PLAN I .AJfII?" ~
<br />
<br />c-PROVIDE 2X4 MIN. BLOCKING AT
<br /><t.. OF HIP/RIDGE, TYP.BETWEEN TRUSSES
<br />W/ (2) 12D NAILS EACH END TO
<br />TRUSS TOP CHORD
<br />
<br />PROVIDE BLOCKING AT ALL TRUSS BEARING
<br />SUPPORT WHERE TRUSS DEPTH EXCEEDS
<br />STANDARD HEEL HEIGHT
<br />
<br />ROOF
<br />SHEATHING
<br />
<br />2X4 BLOCKING -
<br />BElWEEN TRUSSES
<br />
<br />.
<br />.
<br />
<br />TYP.
<br />
<br />A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
<br />
<br />WOOD TRUSS BLOCKING DETAIL (TYP)
<br />
<br />TRUSS
<br />
<br />SCALE: N.T.5.
<br />
<br />SCALE: N.T,S.
<br />
<br />SECT. A-A
<br />
<br />17A
<br />
<br />.
<br />
<br />A
<br />
<br />G.T.
<br />ADD 2X4 ALONGSIDE
<br />TOP CHORD WHEN REQ'D
<br />TO PREVENT PLYWOOD
<br />SPAN FROM EXCEEDING
<br />MAX 24" SPAN (EITHER
<br />SIDE OR BOTH IF REQ'D)
<br />
<br />JACK
<br />TRUSSES
<br />
<br />HIP
<br />G.T
<br />
<br />(2) 12D NAILS -
<br />AT 12" O,C. MAX
<br />
<br />HIP/RIDGE BLOCKING DETAIL
<br />REV. 7/18/03
<br />
<br />3/4"=1'-0"
<br />
<br />J 2b \
<br />'S-3 I
<br />
<br />REV. 8/03/04
<br />
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<br />** ALTERN ATE SPAN RATED
<br />32/16 PLYWOOD MAY BE USED
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE: ~U CONTINUOUS (OTTOM CHORD
<br />DETAIL 2/S3 \ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3
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<br />1) SEE TRUSS MANUFACTIJRER'S TRUSS ENGINEERING TOP & BOTTOM CHORD
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
<br />nlA T MAY BE REQUIRED 4' -0" O.C. MAX. FOR
<br />2) "T- BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />BRACING PROVlDED IT EXTENDS OVER AT LEAST 90% OF nlE WEB.
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