|
<br />DROP GABLE END TRUSS
<br />FOR O.H. GREATER THAN 12"
<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 />---"'" ~ LSTA1. - STRAP J / ,j,
<br />'\ BLKG. @ 1" TRUSS j, .-
<br />
<br />
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<br />" / i/
<br />~j/
<br />~ V~'"
<br />~ /V "
<br />
<br />~ NOTCH BLOCK @ ~
<br />PLATE TOENAIL w/ -
<br />3-16d
<br />
<br />~
<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 />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 />2X4 SPF BLOCKING
<br />BETWEEN TRUSSES
<br />@ 48" O.c. MAX.
<br />
<br />~
<br />
<br />I
<br />
<br />I I
<br />I I I
<br />
<br />I
<br />I I I
<br />
<br />"I , I
<br />
<br />, I
<br />
<br />5/8" OR 1/2" CEILING DENSE GYPSUM
<br />WALL BOARD FASTENED W/ 8d COOLER
<br />NAILS OR 1 1/4" LONG DRYWALL SCREWS
<br />COMPLYING W/ASTM CI002 FOR FIRST
<br />8'-0" FROM END WALL @ 4" O.C. (lYP)
<br />
<br /><:PT ~
<br />
<br />PLATE
<br />
<br />..
<br />
<br />4 BAYS
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEIUNG
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />REV. 3/04/04 TH
<br />
<br />A
<br />\..54/
<br />~/
<br />
<br />
<br />,// I
<br />
<br />GABLE TRUSS
<br />
<br />~
<br />
<br />"L" BRACE W/ 10d @ 4" O.C.
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />fS\
<br />~
<br />
<br />~
<br />-~
<br />
<br />~
<br />
<br />~
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<br />I ~CONT.IBEARING
<br />
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<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 SPECIFICATION
<br />
<br />GABLE TRUSS
<br />
<br />12
<br />
<br />"L" BRACE W/l0d @ 4" O/C
<br />(SEE SCHEDULE ON S3 FOR SIZE
<br />AND LOCATION)
<br />
<br />~
<br />
<br />~
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<br />
<br />~
<br />
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<br />\ - ~DBL'TOPPlATE
<br />
<br />CONT. BEARING
<br />
<br />H
<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 />_ 2X4 LOOKOUT RAFTERS @ 24"
<br />O.C. W/ usp rt16
<br />
<br />~ 2X6 BRACE NAILED
<br />, /' TO SIDE OF GABLE
<br />~ . TRUSS CHORDS
<br />, 4'.0" IN LENGTH
<br />OR GREATER
<br />
<br />10d @ 4" O.c.
<br />
<br />, ~-GABLE TRUSS
<br />NAIL TOP OF "T"
<br />
<br />~ ___1/2" x 8" A.B.
<br />~ @ 48" O.c. MIN.
<br />
<br />~ LINTEL
<br />COURSE
<br />
<br />~
<br />
<br />MASONRY
<br />WALL
<br />
<br />.-
<br />
<br />11\
<br />
<br />, S-3 I
<br />
<br />( ELEV III ONLY)
<br />
<br />-~
<br />
<br />~~
<br />I I I
<br />I
<br />
<br />I
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<br />I
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<br />SCALE: N,T.5,
<br />
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<br />~
<br />
<br />( ELEV III ONLY)
<br />
<br />" .'J
<br />
<br />l"
<br />
<br />STUDS @ 16" O,C.
<br />
<br />usp spt24
<br />@ EACH STUD
<br />
<br />SCALE: N.T.S.
<br />
<br />(7(\
<br />~
<br />
<br />2X4 SPF BLOCKING @
<br />PANEL EDGES. NAIL
<br />SHEATHING @ 4" O,c.
<br />STAGGERED w/ Bd
<br />
<br />, ~P GABLE END TRUSS & LOOKOUT
<br />~ERS FOR O,H, GREATER THAN 12" ~
<br />
<br />
<br />IIIII X IIIII / '):1 ....~.]
<br />
<br />
<br />/ LSTA18 - STRAP -J / //// / ~,'" "'" rt16@
<br />
<br />~ ~ BLKG. @ 1st TRUSS , ~ LOOKOUT RAFTERS
<br />
<br />IF APPLICABLE
<br />2X6 BRACE NAILED '
<br />", TO SIDE OF GABLE STRUCT. SHEATHING
<br />" " TRUSS CHORDS C 7/16" MIN. THK. -
<br />----- ....
<br />/' r-.. 4'-0" IN LENGTH ,'~ NAIL w/Bd COM.@
<br />I "' /' 3" O.c. EDGES & 6"
<br />, O.C. FIELD
<br />
<br />/ lOd @ 4" O,e.
<br />
<br />
<br />~" , I:, I ~ GABLE TRUSS
<br />V~ "--! TRUSS~ "~" V
<br />;ES"", I ' NAIL TOP OF 'or'
<br />
<br />,
<br />'\, " TO GABLE TRUSS
<br />~~TINU€llJS 2X4 SPF ['\ " , V w/2-12d & (1)
<br />k~NING (4) TRUSS f'\, ~ usp mtw12 w/
<br />I8A}818 FT) NAILED TO \ '14-10d x 11/2"
<br />~; ~rllOCKING @ 4" O.C. " "
<br />w/12d & 2-112rd TO CHORD " ,,~ NAIL TRUSS BOTTOM
<br />. CHORD TO 2X4 DEAD-
<br />" I ~1 : : Vl: "q'S WOOD w/l6d @ 4"0.C.
<br />
<br />
<br />./ NAIL DEADWOOD TO / ~ ~ usp Ista30 w/
<br />..../ TOP PLATE w/l6d @ ..../ _ 14-1Od @48" O.c.
<br />-
<br />4"0.C. -
<br />
<br />d
<br />w
<br />
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAILS
<br />
<br />.-
<br />G.C. TO PROVlD[;"
<br />BLOCKING TO COMPLY
<br />w/ APA RECOMENDA~ONS
<br />FOR SPAN RA~NG OF
<br />7/16" OSB.
<br />
<br />** ALTERNATE SPAN RATED
<br />32/16 PLYWOOD MAY BE USED
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE: ~U CON~NUOUS E OnOM CHORD
<br />DETAIL 2/S3 \ J' BRACING 2 X 4 MIN. SEE DE~L 3/S-3
<br />\ /
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<br />
<br />2x4 SPF CROSS-BRACE
<br />@ 48" O,C. - NAIL w/3-
<br />10d AT EACH END & AT
<br />CROSSING AT 45 AN~
<br />
<br />"
<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 />)<
<br />
<br />1/2" MIN. DW CEIUNG
<br />NAILED w/5d COOLER
<br />NAILS @ 7" O.C.
<br />
<br />;?(
<br />NOm L
<br />1) SEE TRUSS MANUFAClURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @
<br />mAT MAY BE REQUIRED 4' -0" O.C. MAX. FOR
<br />2) ", BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF mE WEB.
<br />
<br />d
<br />w
<br />
<br />.
<br />
<br />4 BAYS
<br />
<br />...
<br />______ FRAME WALL
<br />2x4 @ 16" O.c.
<br />(lYPICAL)
<br />
<br />GABLE END BRACING
<br />w/o VOLUME CEILING
<br />
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />
<br />.-
<br />
<br />13\
<br />
<br />, S-3 I
<br />
<br />~ 2
<br />, S-3
<br />
<br />,
<br />,
<br />
<br />SCALE: 3/4" = 1'-0"
<br />
<br />REV. 3/04/04 T,H.
<br />
<br />SCALE: N.T.S,
<br />
<br />REV. 7119/03
<br />
<br />TRUSS NOTES:
<br />
<br /><.
<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 SHEATl1ING IS APPUED, 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 UMITED
<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 Tl1E 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 ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION.
<br />4. ADDmONAL 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 Tl1E TRUSS.
<br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTI-l EXCEEDS STANDARD HEEL HEIGHT.
<br />SEE lYP. TRUSS BLOCKING DETAILS
<br />
<br />'"
<br />
<br />V~
<br />
<br />"'\.. MINIMUM 2"x4"
<br />. "'-- CROSS BRACING
<br />(SEE PLAN FOR
<br />LOCATIONS)
<br />
<br />(3) 12d
<br />V~ER JOINT
<br />
<br />~1 , ~1 ~.
<br />~CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN.
<br />
<br />CONY. FRAMED RIDGE
<br />MAY BE NAILED wi MIN.
<br />(4) 12d WHEN IT LANDS
<br />NEXT TO PRE-ENG. TRUSS
<br />
<br />lY'P. HAND FRAMING ABOVE TRUSS
<br />2X4 STUDS & PLATES AT 2'-0" O.C.
<br />EACH DIRECTION lYP. U.N,O.
<br />r- 2x8 BlKING. NAILED @ EACH
<br />SIDE w/ (3) 12d NAILS WHEN
<br />REQUIRED w/ (2) MTS12'S
<br />
<br />~
<br />
<br />/lr- 2X4 BLOCKING
<br />
<br />I\TWEEN EA ~~ I
<br />
<br />
<br />I \ ~
<br />
<br />~ I \ X '
<br />
<br />VERTICAL SCAB
<br />2 x 6 #2 SPF 48" O,C.
<br />W/ (4) lad TOP &
<br />BOTTOM
<br />OR H5 OR HCLR/LL
<br />IN PLACE OF (4) 10d
<br />
<br />r:\
<br />~
<br />
<br />2X4 DIAGONAL AT 8'-0" O.c.
<br />MAX & EACH END ALTERNATE
<br />I DIRECTION lYP. --.....
<br />.z '\.
<br />I X
<br />
<br />~i~
<br />.. *
<br />~/ "~~it.. 'LH ~
<br />" CB--- '- ~
<br />... --~
<br />
<br />CROSS BRACING DETAIL (lYP)
<br />
<br />SCALE: N.T.S.
<br />
<br />COLLAR TIE
<br />,/ - EVERY 3rd
<br />RAFTER
<br />
<br />r-
<br />
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />
<br />OVERLAP TRUSS BRACING
<br />
<br />\ 7 AT LEAST ONE TRUSS
<br />\ SPACE
<br />
<br />OVERLAP
<br />
<br />6"
<br />
<br />TB
<br />
<br />.........
<br />
<br />DB ---:::: f,...--
<br />
<br />B~
<br />PRE-ENG. TRUSS
<br />
<br />/
<br />
<br />I
<br />
<br />~MINIMUM (2) 16d PfR JOINT
<br />
<br />.........
<br />
<br />.,
<br />
<br />~INIMUM 2"x4" SPf OR
<br />SYP TRUSS BRACING
<br />
<br />CONT. ROOF SHEATHING AT TRUSS TOP
<br />CHORD AT ALL HAND FRAMED AREAS lYP.
<br />
<br />/
<br />
<br />DIAGONAL "
<br />AT 8'-0" "
<br />MAX ~ >-"
<br />
<br />_* 2x8 #2 SPF RIDGE BEAM
<br />
<br />-'k-* 2x6 RAFTERS @ 2'-0"0.e.
<br />MAX, w/ (3) lOd COMMON
<br />TOENAILS TO RIDE BEAM
<br />
<br />* SPACED AT 15'-0" MAX
<br />
<br />....
<br />V -r-~
<br />[:; ~ WOOD
<br />r- ~ 'if!"" TRUSS
<br />X
<br />)
<br />J
<br />
<br />~~
<br />
<br />TRUSS BRACING OVERLAP DETAIL (lYP)
<br />
<br />r'\
<br />
<br />, S-3 I
<br />
<br />x
<br />
<br />I-
<br />
<br />SCALE: N.T.5,
<br />
<br />I IX
<br />.7 -
<br />-1
<br />
<br />X
<br />
<br />I
<br />.L
<br />I
<br />
<br />-- -LWOODTRUSS !
<br />
<br />2X4 CONT. AT
<br />T & B CHORD
<br />
<br />CONe. MASONRY
<br />STEEL OR WOOD
<br />BEARING SUPPORT
<br />
<br />SEE r- A....
<br />PLAN I "'" ~
<br />
<br />-PROVIDE 2X4 MIN. BLOCKING AT
<br />1. OF HIP/RIDGE, lYP.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 />"'A
<br />
<br />ROOF
<br />SHEATHING
<br />
<br />TYP.
<br />
<br />WOOD TRUSS BLOCKING DETAIL (lYP)
<br />SCALE: N.T,S.
<br />
<br />,
<br />
<br />A-A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING
<br />
<br />2X4 BLOCKING -
<br />BETWEEN TRUSSES
<br />
<br />TRUSS
<br />
<br />SCALE: N.T.S.
<br />
<br />REV. 8/03/04
<br />
<br />A
<br />
<br />SECT. A-A
<br />
<br />A
<br />
<br />.
<br />
<br />G.T.
<br />ADD 2X4 ALONGSIDE
<br />TOP CHORD WHEN REQ'D
<br />TO PREVENT PLYWOOD
<br />SPAN FROM EXCEEDING JACK
<br />MAX 24" SPAN (EITHER TRUSSES
<br />SIDE OR BOTH IF REQ'D)
<br />
<br />I
<br />
<br />HIP
<br />G.T
<br />
<br />~ I-
<br />
<br />I-
<br />
<br />(2) 12D NAILS -
<br />AT 12" O.c. MAX
<br />
<br />HIPIRIDGE BLOCKING DETAIL
<br />REV. 7/18/03
<br />
<br />-
<br />
<br />(2b\
<br />'S-3 I
<br />
<br />3/4"=1'-0"
<br />
<br />.A11~
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<br />----
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<br />
<br />// ~ , /- STRUCT. SHEATHING
<br />7/16" MIN. THK. -
<br />, NAIL w/Bd COM. @
<br />3" O.e. EDGES & 6"
<br />O.c. FIELD
<br />
<br />TO GABLE TRUSS
<br />
<br />, I/W/2_12d & (1)
<br />, usp rt8A w/
<br />c 10-10d x 1 1/2"
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