HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGING NOTE
ALL TRU55E5 ARE TO DE 5ET
AT 2'-O: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 1 30' to 60' Span A
O degrees Sprea er Bar
or less
—1/2 IN I
f g Line span approx.
REFER TO BCSI
Truss must be set this way if crone used -
Twos is an example. your twos may not match.
tsist crane operator sets truss this way.
ITa9 Approx 2/3 tom
Line 1/2 of Span
REFER TO BCSI
iss 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. A
Al IFS HAN E:>ILF2 NOTE
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 Ginter
Nails must be as
shown. Guide tabs
Dome angle nails.
SEAT PLATES BY CHAMBERS
CORNERDETAIL
OVIERHANGS NOT SH FOR CI
A!
upset=1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
12
4.00 F—
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. LENGTH o Ate,
I
AL Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 1 L
1
15'-3" 14 19'-9"
I I I
1
15'-3" 1
C L G
Elm
1060
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BIN
INS
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114181
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INVERTED -V;WEBS AT CENTER
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FABRICATION AGREEMENT-
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on oelM1lery. Inrelee IOey.M made et adlWlsd deb'IdP•bwrhlrt,anrean
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bbe 8eY U de Cp"M' 'oud •P°e tW Iro ePb wrtue br•nY eud� eN'krl wl
11I. Megt reeponaro�n an par'14saar,y Stendrd And tt iyfQddeiw on
ANSVAA I hWA4-2a0lmporatuies For�"'m' ",. Ibte Meplpbb tbralea„d W00dThil
SrjtlED � -
f� TIRE
. A�'����gt�iedpar'ECSi'4QT'bpewtti jtry3� .
Ilgltlple PIY trusses mut be fsatened together perenghredng e
tret% trey arose;, fa8uro to do so can te"In roof counpge.
Temporary and permanent brocbrg aro and Carl acre We
. Oct PrOPOI and b the responerbillgr of tre true erector.
Strrdy tie cornerhs of�� or�ng trrasis. (Doleded on depwry
Tht MIlem stbesrtandbracedPlibelplop simtiiliv&ftivuL
ittruios knuet be set phsnb and aquae
Do rMli at bunts u stack of plywood, rootng materW of arty
ether cdtiaentrabd bads on bUssee, this can c6use coRepies
DONOT SET TRUSSES USING TH/S LAYOUT
' •USE LAYOUT OELNEREp WITH TRUSSES TO SE'f' TRUSSES
CHAMBERS TRUSS INC
3106 Oleander Aiisnue
Fort'Plerce; Fldrilde 34982-64M
800-551-5932
Fort Pierce
772.486-=2 Fax TnAM-8711
Vero Beech
- 77 49M-2012 Stuart 7n4ii4m '
Zbr. A.rcbity-cjla our 9rc hikgct'srrytr �¢,ntativ �'�,�
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria: Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their res rive locations.
Approver,' Sy:_ 'V v 7-/ z
Date:
92-0/93.2 MITEK 4.2
Braden & Braden A.I.A. P.A.
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
0
w
Loading in PSF
Roof R.D.L.
R >
�, _
Top Chord Live
20
Top Chord Dead
7 4.2
w o
".I I
Bottom Chord Live
10 Non -Concurrent
c
Bottom Chord Dead
10 3
t�I
I
TOTAL Load
37 7.2
S
3
Duration Factor
1.25
to
B
o
Wind Speed
165mph
0
Top Chord C.B.
Sheeting by builder.
a J
Bottom Chord C.B.
Sheeting by builder.
U
Highest Mean Height
15'-W
Building Type
ENCLOSED
Building Category
ll:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
R.D.L. Restraint Dead Load C.B.=Confinuous Bradnq
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Ruildina Desi ner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
W
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_Zk /0/
Date: 10/07/15 Revised:10/15/15
upset=l/4" heel=315/16" AZ 14�" 1 6'�" t 1a'4" I �� do —� 1 14'-4" �Ik1 6r-4w 1 14'-4" I FOR
INDICATES LOAD BEARING � _ _ e v NNE BUILDING CORP.
PLUMB CUT END REQUIRED BY TRUSSES �' CLOUISED AREAS ARE OF `��
SUPPLIED BY BUILDER DESCRIPTION:
2x4TopChord AT A HEIGHT OF 8!-0" PORCH RIGHT ,% SPECIAL CONCERN &MUST BE ; PORCH.LEFT 'WALL HEIGHT8' ABOVE FINISHED FLOOR CHECKED CAREFULLY & MAY71 CARLTON 3BED REAR PORCH
END DETAIL: TYPICAL VAULT t INDICATE DEVIATION FROM ^ do/ PAGE 1of1CUSTOMER INITIALS EACH PAGE
�%_,PLANS...,__,- -- 15 TRUSS DRAWINGS ARE ATACHED TO LAYOUT M11392 7 6
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