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 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span A
0 degrees Sprea er Bar
or less
4 1/2 IS iTag Approx 2/3 tom
f g Line span approx. one 1/2 of span
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crane used. Truss must be set this way if crone used.
Truss is an example, your truss may not match. This is on example, truss may not match.
isist crane ooeretor sets truss this way- Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. . A
AIR HANK�:>LEFR NO'TEE
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.
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-IAT MODEL.
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTHA
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
19'-9" W-3" 'k C L
_ For Truss -to Truss___ _ Carrying Girder _ __ _ __ -__
Connections see
hanger/connector ails must be as
tabs oi
schedule in engineering Dome anglednass..
package.
Carried Truss
SEAT PLATES BY CHAMBERS
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all
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upset--1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
12
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INVERTED eve WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
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Multiple ply ttussos must be fastened together per eng n8
• before they are set; falkim to do so can resultin toot conap4e,
Temporary and perrnarwnt tracing are ro*dmd and can am We
. ' and property and Is the tssponalblgbr of the trues erector:
Study the contents of the
kdbm;Zgon Included on dellhrery
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Tnuses tinust be set phanb and equ.sr•
Do netllret bunks or stack of plywood, rootbrg nuterlal or OW
other GcA1Cerlfrated loads on btusses, fhb can cause cogapats.
DO -NOT SET TRUSSES USING THIS LAYOUT
-UsE tAYour DEtNERPA wmI mwssEB TO 36'T TRtIssE3
CHAMBERS TRUSS INC
3105 Oleander Aiienue
Fort'Plerde; Fldrlda 34982.6423
800.551-5932
Fort Pierce 772'466-ZQ72 Fax 772-411111 Ill
Vero Beach , 7M-GOM12 shlart -772.29 13g2
- -- ---'"TAB Archii�ct's ®r Architect's representative's -
Shop drawing approval is NOT a
"double check" of the contractor.
The Contractor shall remain responsible
for checking field measurements add
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
theirPj�
five locations.
Approved %
Date: —f5v,
Braden R Braden A.t.A. P.A. --
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
-- 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
ail w Loading in PSF Roof R.D.L.
p, Top Chord Live 20
r1I �°0 Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
0 , e Bottom Chord Dead 10 3
qI 'o I TOTAL Load 37 7.2
m Duration Factor 1.25
cc
` Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
s �0 Bottom Chord C.B. Sheeting by builder.
~� 15'-Ow
Mean Height 15'"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
K.U.L =KBSUaininq V6ad LOOd C.B.=Continuous
[Design
erify DESIGN CRITERIA shown above with the
uilding department and your engineer.
Criteria is the responsibility of the
uildin Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
W82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By._j& /a/t-/i�
Date:10/07/15 Revised:10115/15
' I I FOR
14'-4" 6-4" 14'-4" 14'-4" 1'"upset=l/4" heel=3 15/16" INDICATES LOAD BEARING %�NNE BUILDING CORP.
PLUMB CUT END REQUIRED BY TRUSSES ` DESCRIPTION:
2 x 4 Top Chord SUPPLIED BY BUILDER i' CLOUZSED AREAS ARE OF
AT A FINISHED
FL PORCH RIGHT % SPECIAL CONCERN & MUST BE t PORCH LEFT
WALL HEIGHTB' ABOVE FINISHEDFLO'OR � CHECKED CAREFULLY &MAY � 71 CARLTON 3BED REAR PORCH
END DETAIL: TYPICAL VAULT ► INDICATE DEVIATION FROM PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
PLANS., ..�__�
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 7yy�a
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