HomeMy WebLinkAboutTRUSS DRAWINGSa
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should bo read
given special attention by all persons installing trusses.
SPAGING NOTE
ALL TRUSSES ARE TO DE SET
AT 2,-0: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IIA IF MULTIPLE PLY.
In
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less 30' to 60' Span A
0 degrees Spree er Bar
or less
F-1/Z�
ag TLine span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is on example, your truss may not match.
isist crane operator sets truss this way.
hag �_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
uss 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
A are installed. A
AIR HAN�I_ER 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.
U REPRESENTS A HANGEP
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder - --
Nails must be as
shown. Guide tabs c
Dome angle nails.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8%1"
ABOVE FINISHED FLOOR
12
4.00 F---
M \
upset=l/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 r—
► "ma
'
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER' -
are braced per B BAR OF 17 23 IN LENGTH
A Do not stand on trusses until they p BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FAI31ilICATI111()1111111 AGREEMENT
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rCorlWUctl�an llekro ►wm o n'dMd R wrdW e1ldee.e On
IMultlpla ply trlrsssa, must a featsntxl wpurAmirmadienr4ja
before they are set; failure to do so can tpultin
roof conapilic
Temporary and pannanent bracfnp are rsqulrsd and can Satre Ilfi and ProFertY and ts to rgponslbI ty of to truss erector.
'Study the contents of theme bdonnatlOn packet Incroded on deUvery
tnaaoe.
mtatale tanabtaoedprds/1�,p �
Tnwses must be set plumb and square
Do Ilot . a bun" a'suck of Atwood, rooft material or any
othsi cdhCerrtratsd Roads on Vases, this can cause cope
Dainli SET TRUSSES USING THIS LAYOUT
.• I MW 1 A%f" M nor
.CHAMS
ERS TRUSS INC
3105 Oleander Avenue
Fort-Plerce; Floilda 34882"8423
8'00-01-5932
Fortlnhrp TT2.IgI:Z012 Fax 7M-466-8711
Vero Beach 772-M-011112 Stuart ,772.286.= ,
hn Architect-s ar Architect's r
shop drawing appropy
coval re N
"doublecheck"of the aontr.
The antrooter shall remain re.
for checking field measuremei
other con5tructlon crltorfa, Arc
approval covers general roof I
review of truss strapping, and to
structure frorn gravity
.their rG ctiandve loeat! aI
ti n
Approved a 7 3
92-0/93.2 MITEK 4.2
Date: - ---_ /
DESIGN CRITERIA Braden ` -=°_l A.I.A. P.n
---
County
SAINT LUCIE
�
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE
_
Roofing Material
Shingle or Shake
°
Loading in PSF
Roof R.D.L.
5. _
m
..
Top Chord Live
20
Z
Top Chord Dead
7 4.2
m
a
.2 I
Bottom Chord Live
Bottom
10 Non-ConcunBrtt
E h
Chord Dead
10 3
TOTAL Load
37 72
m
w
Duration Factor
1,25
m
Wind Speed
165mph
R
Top Chord C.B.
Sheeting by builder.
3
m
Bottom Chord C.B.
Highest Mean Height
Sheeting by builder-
14'-0"
0
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
W
H
Q
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is; the responsibility of the
Building Designer and/or Engineer of Racmd
Chambers Truss Inc. Drawing Name: M11323
Scale: 1/4 0 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By -
Date: 04/24/12 Revised:02/21/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III -75993
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M11323 65 a3 -24Po,�