|
<br />DROP GABLE END TRUSS
<br />FOR O,H. GREATER THAN 12"
<br />
<br />2)(4 SPF BLOCKING @
<br />PANEL EDGES - NAIL
<br />SHEATHING @ 4" O.C.
<br />STAGGERED w/8d
<br />
<br />IIIII IY IIIII
<br />
<br />
<br />~~ LSTAI8-STAAP ~/ / j,
<br />'\ 8lKG. @ 1st TRUSS j, /
<br />
<br />
<br />~TRUSSES ~
<br />~ " VV
<br />" / 1/
<br />~;0/
<br />/ ~'\
<br />~ /V/ '\
<br />
<br />X ~ NOTCH BLOCK @
<br />V "V PlATE TOENAIL wi
<br />
<br />'~
<br />
<br />
<br />I
<br />
<br />~
<br />
<br />2x4 SPF CROSS BRACE
<br />@ 48" O.e. - NAIL w13-
<br />lad AT EACH END & AT
<br />CROSSING AT 45 ANGt~
<br />
<br />CONTINUOUS 2)(4 SPF
<br />SPANNING (4) TRUSS
<br />BAYS (8 FT) NAILED TO
<br />2x4 BLOCKING @ 4" O,c.
<br />w/12d & 2-12d TO CHORD
<br />
<br />~
<br />
<br />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O.e. MAX.
<br />
<br />I"
<br />
<br />I
<br />I
<br />
<br />1]
<br /><:PT ~
<br />
<br />PLATE
<br />
<br />IX
<br />
<br />5/8" OR 1/2" CEILING DENSE GYPSUM
<br />WALL BOARD FASTENED WI 8d COOLER
<br />NAILS OR 11/4" LONG DRYWALL SCREWS
<br />COMPLYING W/ASTM CI002 FOR FlRST
<br />8'-0" FROM END WALL @ 4" O,C. (TYP)
<br />
<br />.
<br />
<br />4 BAYS
<br />
<br />GABLE END BRACING
<br />wlo VOLUME CEIUNG
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />REV. 3104/04 TH
<br />
<br />~
<br />\..s;/
<br />~v
<br />
<br />
<br />V""'" I
<br />
<br />GABLE TRUSS
<br />
<br />
<br />/ "l" BRACE W/'Od @ 4" O.C
<br />~ ~ (SEE SCHEDULE ON S3 FOR SIZE
<br />I ~ AND lOCATION)
<br />
<br />fS\
<br />Y
<br />
<br />~
<br />"'~
<br />
<br />""
<br />
<br />~
<br />
<br />16\
<br />Y
<br />
<br />I
<br />
<br />I
<br />
<br />'h I
<br />I \ I
<br />I \ r
<br />
<br />I I ~CONT. ~EARING I
<br />
<br />I I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />GABLE END BRACING DETAIL
<br />MEAN WAll HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIF1CATION
<br />
<br />GABLE TRUSS
<br />
<br />12
<br />
<br />"L" BRACE W/ 10d @ 4" o/e
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />~
<br />
<br />~~
<br />'V I/~
<br />
<br />~
<br />
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<br />~ ~
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<br />
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<br />
<br />II
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<br />
<br />--f '....
<br />
<br />.: :'1
<br />
<br />\" - ~DBl. TOPPLA~
<br />
<br />
<br />~CONT. BEARING
<br />
<br />H
<br />
<br />~
<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 />_ 2)(4 LOOKOUT RAFTERS @ 24"
<br />O.c. WI usp rt16
<br />
<br />V 2X6 BRACE NAILED
<br />, TO SIDE OF GABLE
<br /># . TRUSS CHORDS
<br />, 4'-0" IN LENGTH
<br />OR GREATER
<br />
<br />-lad @ 4" O.c.
<br />
<br />1---1/2" x 8" A.B.
<br />~ @ 48" O.c. MIN.
<br />
<br />I ~ LINTEL
<br />COURSE
<br />
<br />MASONRY
<br />WALL
<br />
<br />.-
<br />
<br />(1'
<br />\!.-3 J
<br />
<br />--
<br />
<br />( ELEV III ONLY)
<br />
<br />~~
<br />
<br />I
<br />
<br />'~
<br />I I I
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I I
<br />
<br />I I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />SCALE: N.T,S.
<br />
<br />~
<br />'01
<br />
<br />( ELEV III ONLY)
<br />
<br />.............
<br />
<br />H
<br />
<br />STUDS @ 16" O,c.
<br />
<br />usp spt24
<br />@ EACH STUD
<br />
<br />J 11 \
<br />SCALE; N.T.S. 'S-3 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 />!X
<br />
<br />2)(4 SPF BLOCKING @
<br />PANEL EDGES - NAIL
<br />SHEATHING @ 4" O.C.
<br />STAGGERED w/ 8d
<br />
<br />~
<br />/ '):3 ... ~l
<br />V LSTAI8-STAAP - 'I~
<br />BlKG.@lstTRUSSV/// / ~ usp rt16@
<br />../ ~ c LOOKOUT RAFTERS
<br />IF APPLICABLE
<br />2X6 BRACE NAILED c
<br />"', TO SIDE OF GABLE STRUCT. SHEATHING
<br />I" , TRUSS CHORDS _________ c 7/16" MIN. THK. _
<br />V 1\ 4'-0" IN LENGTH jI. c I ~ NAIL w/8d COM. @
<br />" OR GREATER V 3" O,C. EDGES & 6"
<br />1\ " ,( / : O.e. FIELD
<br />
<br />
<br />-< "rf!~ "V'Od@4"OC
<br />I> /f'. ~ '" "V ,","lETRUSS
<br />
<br />V~TRUSS~~ "NAIL TOP OF "T'
<br />)t " '" TO GABLE TRUSS
<br />~o TINU€IUS 2)(4 SPF c VW/2_12d & (1)
<br />~ANNING (4) TRUSS I' ~ usp mtw12 w/
<br />BA (8 FT) NAILED TO \ CC 14-1Od x 11/2"
<br />~ BLOCKING @ 4" O.e. ~
<br />~ w/12d & 2_-11T2d TO CHORD
<br />NAIL TRUSS BOTTOM
<br />CHORD TO 2)(4 DEAD-
<br />I I I '-I' "J,;',' WOOD w/l6d @ 4"O,C.
<br />'" 1 1 V I 'I I~] I "'v: ~
<br />~
<br />
<br />d
<br />w
<br />
<br />T---
<br />
<br />IIIII
<br />
<br />IIIII
<br />
<br />-
<br />G.C. TO PROVlDL.
<br />BLOCKING TO COMPLY
<br />W/ APA RECOMENDATIONS
<br />FOR SPAN RATING OF
<br />7/16. OSB.
<br />
<br />~
<br />yl"\
<br />..-'CC
<br />./ I'
<br />
<br />-r-.
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<br />I <Q-
<br />~ ~j:::
<br />
<br />(18\/
<br />\U
<br />
<br />2x4 SPF CROSS-BRACE
<br />@ 48" O.e. - NAIL w/3-
<br />10d AT EACH END & AT
<br />CROSSING AT 45 AN~
<br />
<br />--~
<br />----["\"
<br />I\..
<br />- - - --V
<br />
<br />----V
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<br />~~
<br />
<br />2)(4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O.e. MAX.
<br />
<br />1/2" MIN. DW CEIUNG
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.c.
<br />
<br />/
<br />
<br />~
<br />==
<br />
<br />usp Ista30 w/
<br />14-1Od @48" O,C.
<br />
<br />NAIL DEADWOOD TO
<br />TOP PLATE w/16d @
<br />4" O.e.
<br />
<br />-
<br />
<br />.
<br />
<br />4 BAYS
<br />
<br />.
<br />
<br />...
<br />_______ FRAME WALL
<br />2x4 @ 16" O,C.
<br />(TYPICAL)
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEILING
<br />
<br />.-
<br />
<br />(2'
<br />'S-3 I
<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 />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 2)(4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
<br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEIUNG ARE NOT
<br />ATTACHED DIRECTLY TO THE BOTTOM 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 />Vn
<br />
<br />" MINIMUM 2"x4"
<br />"'- CROSS BRACING
<br />(SEE PLAN feR
<br />LOCATIONS)
<br />
<br />_(3) 12d
<br />/- PER JOINT
<br />
<br />~1 '\ ~1
<br />
<br />~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.
<br />CROSS BRACING DETAIL (TYP)
<br />
<br />CONV. 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 />2)(4 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 />/l~ 2)(4 BLOCKING
<br />
<br />/ I \\ffiVEEN EA ~u~ I
<br />
<br />I \ .Jft.'
<br />
<br />: I \ X '
<br />
<br />.-
<br />
<br />(4\
<br />V'
<br />
<br />2)(4 DIAGONAL AT 8'-0" O.e.
<br />MAX & EACH END ALTERNATE
<br />I DIRECTION TYP. --....
<br />Z '\.
<br />r ^
<br />
<br />'k
<br />
<br />SCALE: N.T.S.
<br />
<br />'~~~\)
<br />/ ~
<br />
<br />~~
<br />
<br />I....
<br />
<br />-
<br />
<br />,
<br />'-- ~'k-'k ~ ~
<br />
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />OVERLAP TRUSS BRACING
<br />
<br />\ 7 AT LEAST ONE TRUSS
<br />\ SPACE
<br />
<br />6" OVERLAP
<br />
<br />II
<br />
<br />TB
<br />
<br />.....100-
<br />
<br />I
<br />
<br />DB"""'::::;: ---
<br />
<br />B')....,
<br />
<br />I
<br />
<br />\M1N1MUM (2) 16d PER JOINT
<br />
<br />........
<br />
<br />PRE-ENG. TRUSS
<br />
<br />/
<br />
<br />/
<br />
<br />~'T
<br />
<br />\MLNIMUM 2"><4" SPf OR
<br />SYP TRUSS BRACING
<br />
<br />CONT. ROOF SHEATHING AT TRUSS TOP
<br />CHORD AT ALL HAND FRAMED AREAS TYP.
<br />
<br />d
<br />w
<br />
<br />d
<br />w
<br />
<br />--
<br />
<br />(3'
<br />\.S-3 J
<br />
<br />-
<br />
<br />VERTICAL SCAB
<br />2 x 6 #2 SPF 48" O.e.
<br />W/ (4) 10d TOP &
<br />BOTTOM
<br />OR H5 OR HClR/LL
<br />IN PLACE OF (4) 10d
<br />
<br />COLLAR TIE
<br />v I- EVERY 3rd
<br />RAFTER
<br />
<br />DIAGONAL .......
<br />AT 8'-0" "
<br />MAX ~ 7"
<br />
<br />-'k 2x8 #2 SPF RIDGE BEAM
<br />
<br />-'k-'k 2x6 RAFTERS @ 2'-0"0.C.
<br />MAX. w/ (3) lad COMMON
<br />TOENAILS TO RIDE BEAM
<br />
<br />* SPACED AT 15'-0" MAX
<br />
<br />....
<br />y -r-__ .......
<br />[:; -::.. WOOD
<br />,- ....,. TRUSS
<br />X
<br />)
<br />J
<br />
<br />~~.
<br />
<br />TRUSS BRACING OVERLAP DETAIL (TYP)
<br />
<br />--
<br />
<br />{5'
<br />\;;Y
<br />
<br />,
<br />
<br />f-
<br />
<br />f-
<br />
<br />SCALE: N.T,S.
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<br />..... A
<br />
<br />, WOOD TRUSS !
<br />
<br />2)(4 CONT. AT
<br />T & B CHORD
<br />
<br />CONe. MASONRY
<br />STEEL OR WOOD
<br />BEARING SUPPORT
<br />
<br />SEE r-.A!ll..
<br />PLAN I /'~.
<br />
<br />~PROVIDE 2)(4 MIN. BLOCKING AT
<br /><i OF HIPIRIDGE, TYP,BETWEEN TRUSSES
<br />W/ (2) 120 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 />2)(4 BLOCKING
<br />BETWEEN TRUSSES
<br />
<br />.
<br />.
<br />
<br />TYP.
<br />
<br />.
<br />.
<br />
<br />WOOD TRUSS BLOCKING DETAIL (TYP)
<br />
<br />A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
<br />
<br />TRUSS
<br />
<br />SCALE; N.T.5,
<br />
<br />SCALE: N.T,S.
<br />
<br />SECT. A-A
<br />
<br />A~
<br />
<br />.
<br />
<br />.
<br />
<br />G.T.
<br />ADD 2)(4 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 />.
<br />
<br />JACK
<br />TRUSSES
<br />
<br />HIP
<br />G,T
<br />
<br />. .
<br />
<br />(2) 12D NAILS -
<br />AT 12" O.C. MAX
<br />
<br />HIP/RIDGE BLOCKING DETAIL
<br />REV. 7/18/03
<br />
<br />r::\
<br />~
<br />
<br />3/4"=1'-0"
<br />
<br />REV. 8/03/04
<br />
<br />~~
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<br />//L'S c V- STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />NAIL w/8d COM. @
<br />3" O.c. EDGES & 6"
<br />O,C. FIELD
<br />
<br />** ALTERNATE SPAN RATED
<br />32/16 PLYWOOD MAY BE USED
<br />20'-0" MAX 20'-0. MAX
<br />"X. BRACE:.~ CONTINUOUS ! OTTOM CHORD
<br />DETAIL 2/S,5 \ r BRACING 2 X 4 MIN. SEE DETAIL 3/S-3
<br />f\ /
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<br />~
<br />
<br />, L..------GABlE TRUSS
<br />
<br />NAIL TOP OF liT"
<br />TO GABLE TRUSS
<br />c w/2-12d & (1)
<br />c usp rt8A w/
<br />~ c 10-lad x 11/2"
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