HomeMy WebLinkAboutTRUSS DRAWINGAAL=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TFU55ES ARE TO 13E SET
AT 2'-D: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
_ASTENEDTOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMIN
I& IF MULTIPLE PLY. All
1� A&
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30'BY THE PEAK.
CONSULT BCSI
30' Span,or less 30' to 60' Span
I A A
'460 df�cjrees Spreader Bar
or ess I
'12 � 9 ,_Approx 2/3 to
' , 11. Lane 1/2 of Span
spon approx.
REFER TO BCSI
R-si Truss must be set this way if crane used.
,r1,11 �sed.
i 11� Th �, is on example, truss may not match.
..y Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. AL
FE
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
CONSUL F WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
'Nails Must a
shmn. Gu �deaabs o
Dome angle nails. I
SFFAT PLATES BY CHAMBERS
A I�IE
k� , L�,ATUI �� eWINIIII�i I)N I AV(XIT
1ff
CORNER -DETAIL
CViz RHANGS��OT SHUW�FLARITY
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
I �*e
upset=1/4" hee1=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
VUSSES FOR THE FIRST MODEL SHOULD BE IcIHIPPED AND SUCCESSFULLY SET BEFORE ANY N40RE TRUSSES ARE BUILT FOR THAT MODEL.
F, — —
• ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH
• Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
V 191-97
116-37 Pf iq�-q- l 'I, -
A . ? I I I I I
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-Om
ABOVE FINISHED FLOOR
15�7
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DATEP_
NIUW9 ply tusses must be twuned togevier per engineering
before #my are *4 fidium to do so can resiultin rod colliaplife,
Terriporary and pernianent braI am required and can am Ub
and ProperlY amd Is Um m5;!!%sIb1ft of #in 1 11 0 WIDOW.
ft contents of on Irdbralindon packet Induded on deffliffiry
before ad" ftmsilil
Truss" must be fert piumb and square
Do rotleat bunks or sftck of P"ood, roonng nuftriall ot ally
.6jtW5e2!!!!M badin an bussals. dft can came couspli
D&NOTSET TRUSSES USING THIS LAYOUT
USE LAYOUT DIE111111I WITH TRUSSES TO 3ET TRI ISSIES
CHMBERS TRUSS INC
Aa
31015011sanderkienue
rce' Fildrida 3M2-Un
Fort'Ple
800-551-5932
Fort Pierce Tr2-4111I Fax Tft-�11
%1— Raaiw+ 77V,99SM12 stud IrMS-M
- - Th(F Ard hitedt,, or Architect-S representative- - ,
shop drawing approval is NOT a
double check" of th
The cOntract,� hall a a Contractor.
for checking field me "lain responsible
other C surernents and
OnItroction criteria. Architect.,
aPprov I lers -general roof sh.p.,
review Of rus' strapping, and loading on
structure
it and uplift load and
92.0/93.2 MITD( 4.2 tb ir r, ve locati,
DESIGN CRITERIA Ved By:
County SAI On A.I.A. P..
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRSIC-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
Top Chord Live 20
0
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non-Concuffent
Bottom Chord Dead 10 3
-2
0
� � TOTAL Load 37 7,2
E
0
Duration Factor 1.25
Wind Speed 165mph
o Top Chord C.B. Sheeting by builder.
all
— Bottom Chord C.B. Sheeting by builder.
— Highest Mean Height 15!-T
Building Type ENCLOSED
Building Category ll:Non Restricfive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L.=Restmining Dead Load C.B.=Continuous BracirKi
[Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildina Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: MI 1392
Scale: 1/4 = 1'
LU82 total busses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By-_
Date: 10/07115 Revised: 03111211118
fn FOR
14'-40 6-4" 14'-40
WYNNE BUILDING CORP.
DESCRIPTION:
T�ED AREAS ARE OF
CLOU
SPECIAL CONCERN & MUST BE
PORCH LEFT 71'CARLTON 3BED REAR PORCH
CHECKED CAREFULLY & MAY PAGE 1 of 1 CUSTOMER INMALS EACH PAGE
INDICATE DEVIATION FROM 3�
%%..PLANS... 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 —751
INVERTED -%r WEBS AT CENTER
W17 B.C. PANNEL LOAD W/ (2)
+11