HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. All
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less ® 30' to 60' Span
O degrees Spree er Bar
or less
Line span /approx.
Truss must be set this way if crane used.
True. ie an example, year trase may not match.
isist crane operator sets truss this way.
hag t_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
ass must be set this way if crane used.
This is on 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
AIFR F—IAIV[=>LlF=Fzw IVOTI1E_=
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 HANGER
- Carrying Girder —
For Truss to Truss
Connections see
hanger/connectorTNailsbe as
de tabs
schedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F_
cM
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 1—
' upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - '"—
23 IN LENGTH _
�1 Do not stand on trusses until they are braced per BCSI & proper) nailed to straps & hangers FABRICATI®NAG i
y v✓ �1CANNOT Be
ETAR[ED UNI9 THB AO�EMod dmdpdm ofV�EDi
ptw• 4110,.tn.bt�...wabrr.d�. Rerraorao
und«a - VAI be alub in .m.P.sc .
L 4 a med. ti etrkt .xo,d.,,a twat alr tnw p
oo.+hhtatloltd.t.bme,°v�In I�yaq
' 3Au Utz Indmill rbio�ac�'�pt� yrbydtw
1 ' 20 dons dtx dell otlos y p epees awt no Chelwbets Ttttw wplYts pp)
Chtetaere Ttua W Maaraot��vww
20' 14' i� " e4abwaanp.atrrocettwe aarmaas�op�,• denincarat
j Ap*,r yb'd01 it isM. d'BCst t-0rtlt�mtrr.trr eyTPtawroti
dtrrory Ch.nbea Tnwe ho the Sole suawlyb d' aamite s"w'� a" lab tale «Jdble br
I ihp s'�"byx Y ropporglble fore Tniee w®6s!e!Parpblea's'brrdtn4 dsalgvoi lv
GARAGE LEFT
b •GIt Das Ty ar btyer 4 tIW pepmd fa deltvy a%y
w etlaww h ateRaph 7 belay "D ooW due b sb w="I •
Ai6DPerhadrieobrtswdotpms),e1� taals.maa.oj
■ ptm w0 6anrde.Qwnbw Tntp d the am aPeed ar 1f
mr cad t>dd wank brats d Itwdee tltq a made et eohodded t1a0e >X asa sty r t t,rer aerawt
The a dwslF ed @Dees b Dev Clmmhe T. a ��...
Wtlm oft6.n Tnw.N1OO`+on •POa.to as tern. h,,,t.
�r tr+nnae. pereleld tN„n crow br ar. mq.w th. tedefdy,,,d
Tn»• M.enr «trly nudrlrta rosbrat rate ee1rle end tl Ndableanse owed b
>, Itt� tees• a aerwl b vepaanl �'� ,�'llwds��
rekof
b °°" tnle ttyroeroe,w, ate tlaees a.nrnea hero,md,r
aI. Cat..,,. to rd '' a'4 pn°w w» tnee 11r ter. v.e. roreey wdt.dbtt.ea
= IAulCple ply trusses must be fastened to8ether per enpbraetlnp
before #MY are aeL fa8ure to do so can resuftfn root t�llaprre.
Temporary and Permanent braclny are regtdw and can am Ilte
and Property and b the reeportslblill of ttre truss erector.
Study the contents of the kdoematlon padost tnuoded on deftery
before setdrig lrueaa&
7tlnes nantbsastand bracedpardoalprblaauardi{uyL�,
Tea must be set pbanb and square
Go not . bunts or etaclr of plywood, rooff v lnato" oP aly
Other eottCerrtratad loads on trusses Mb Can cause cogapee.
DO WOTSET TRUSSES USING THIS LAYOUT
USE LAYOUT DELNEREp WffH TRUSSES TO SET TRUSSES
? CHAMBERS TRUSS INC
3105 Oleander Aiienue
Fort'Plerce; Flo'fda 34982-6423
800-551 a5932
FortPler"
rnAS6.4012 Fax =1465-lil
Vero Beach
M-5694012 Spurt -in.2111l
-"Tit
e. ArZnit—, c[ s or Architect's representative,., _t~ "-
shop drawing
approval is NOT a
"double check" of the contractor.
The contractor
shall remain resp
for checking field onsible
measurements
and
other construction criteria. Architect's
approval covers
general roof shape,
review of truss strapping, and loading on
structure from
gravit y and uplift toads and
(heir res a t' a locations.
Approved By: (!51
Date,
92.0/93.2 MITER 4.2
j°raden 8, Braden A.B.A. P.A.
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7-2014
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or Shake
0 —
�'
Loading in PSF
Roof R.D.L.
,1° —
"m —
Top Chord Live
20
�-°.
Top Chord Dead
74.2
j
Bottom Chord Live
10 Non -Concurrent
c
Bottom Chord Dead
10 3
of
`
TOTAL Load
37 7.2
o
Duration Factor
1.25
cc
2
t
Wind Speed
165mph
W
C9
Top Chord C.B.
Sheeting by builder.
F
Bottom Chord C.B.
Sheeting by builder.
o
Highest Mean Height
14'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
"
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
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By �[C !cl;rl-j -
Date:04/24/12 Revised:10/07/115
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7c4q,(7
M 11323