HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-Oz ON CENTER
EXCEPT AS NOTED _
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
IA IF MULTIPLE PLY.
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less Al 30' to 60' Span
0 degrees Sprea er Bar
or less
�-- 1 �2 -
i g Line spon approx.
REFER TO BCSI
Truss must be set this way if crane used.
hues is an example. your truss may not match.
isist crane operator sets truss this way.
ITag ,_Approx 2/3 to ---
Line 1/2 of Span
REFER TO BCSI
yss must be set this way if crane used.
This is an example, truss may not match.
Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Q are installed.
AIR HArJI®LEFR r-J®TE
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.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss -to Truss___.
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must lye as
shown. Guide tabs o
Dome angle nails.
TRU''SES FOR THE FIRST MODEL SHOULD'
BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE
TRUSSES ARE BUILT FOR
THAT MODEL.
ARRANGE WITH CRANE OP
RATOR IN ADVANCE FOR A SPREADER BAR OF
18' - 24' IN LENGTH
17
iat6 A
Do not stand on trusses until t
ey are braced per BCSI & properly nailed to straps &
hangers
,XV
SEAT PLATES BY CHAMBERS
12
4.00 r-
upset=114" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDE-R
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
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= PIY trrusee must be fasbrwd topather pay enpbleerbtp '
6efora relay an se( tapu» to do ao wn raiult.In roof �p4e-
7 irm and permanew brackq am rsquhed and can asw tlfe
and prop" and b tfie nsporglblp4r of the tnwa ricer.
Study the oonbrb often � tn�. trickmbd on da8wey J
Thlsaesm�tbsaetand6nsedper bPwatilpsyadupe,
Tnmm s Snuat be set purl and agaves
DO Koh W bunks or abek of plywood, rO0ih10 mabrlsl OY ally ..
e11ur krada on troasee, thb can puss
DONOT SET TRUSSES USING THIS LAYOUT
tfse LAYour Deuvetm wrrtl TRusSEs t+n star TRussEs
CHAMBERS TRUSS INC
3105 Oleander Aiienu s
Fort PWc6j FloHda 34OU-64M
800-551.5932
Fort PNees 7rJ-4ft-2ot2 Fax 7f2 �e6•t711
Vero Beach 7724169-M2 Str.rt ,T12r�86,7202
- - "-" ►ers�r e•uaee®CeQTLl tlt4'f".liY
The Architect's ar Architent's representative's
shop drawing approval Is NOT a
"double check" of the contractor.
Tha contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
FIILL V V approval covers general roof shape,
review of truss strapping, and loading on
• structure front revity antl uplift loads and
their r s octi a locat" ns.
Approved By: ��_
92.0/93.2 MITEK 4.2 D,ll:. -__--_
DESIGN CRITERIA Braden & Braden A.I.—A. P.A.
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
.. Roofing Material Shingle or Shake
O -Z w Loading in PSF Roof R.D.L.
2 ' Top Chord Live 20
w I �°. I Top Chord Dead 7 4.2
1
Bottom Chord Live 10 Non -Concurrent
o � c Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
cc o
` Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
t m Bottom Chord C.B. Sheeting by builder.
v ~� Highest Mean Height 15'-0'
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
r1Ed:(- It.iiITIT7e ea.:ar[M:E•r. .5 M=7 7.
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildino Designer and/or E ineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
w82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed
Date:10/07/15 Revised:10/15/15
FOR
14'-4' 1 q.-4.
WYNNE BUILDING CORP.
ED AREAS ARE OF v `�� s gy Q DESCRIPTION:
L CONCERN & MUST BE ; PORCH LEFT a I Il°° c01�"`' 75 G 71' CARLTON 3BED REAR PORCH
ED CAREFULLY &MAY �
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
t INDICATE DEVIATION FROM �__7�
��_� PLANS ..,- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392
33 �k s C 54l
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