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 TRUSSES ARE TO BE SET
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
IF MULTIPLE PLY.
M
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
—1/2 -►
T g Line spon approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example. your truss may not match.
Insist crane operator sets truss this way.
30' to 60' Span
SDreader Bar
hng t_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI ex
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
A are installed. A
A1r=10 HAN9::>1_tE-t='Z 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 HANGER
For to Truss
Connections�%�//
�lr
e.
hanger/connector '1
schedule• • ��///��////
• " •
Nails must be as
shown. Guide tabs a
Dome angle nails.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF V-1"
ABOVE FINISHED FLOOR
12
4.00 r—
"
co
Be
upset--1/4" heel=3 15/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F--
12 2.00 6—
"
upset=1/4" heel=3 15/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
17' - 23' IN LENGTH
A
Do not
stand
on trusses until
they are braced per BCSI & properly nailed to
straps &
hangers
GARAGE LEFT
GARA(;E R,IGHT
He Cony
FABRICATION AGREEMENT
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nrdtaat.:oteam�fg for •�e..a�aa�a
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A 0*4 wraatt ttoflce k ptovlded by armledauull b
days' d d&My ris tsdetaled epees ties 1110 hadtrJte,
aludiwilftee moos is oethtrd t.0 —
■
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e�Pnl T below Ipostly cads duo b aha owtAtlwr.
+ b dMroa Now deroae ue.mede
Sias forlsv41o,1s msnbe dutped by Chwheu Trips,
SE ORDER to Chsmbea.Ttuu d to sun +Food b, or r r
Pace. biraks VA be muds on deMry and gild Mtlib Mae dp
r. bs made at tdtadlted da4 64 delrary r pryer eaatot aocy
tp bIn want d ywmts� b PaN f�tambas.TNa reaarb
a sums ttd but made 142 %Per nwdb nr*
rywhei on fttstMd centtlhtas tWsehatbdbutherab.
2 � TT edxban�dilm aedt for bts 1081 tlp adealpe
will reoeMW imiterW and IN yie widworand s4 bdabfa es b osed t
Igitneys teas. r dsbaa b d oases' b � am payment for mdeW be mods by th
WGKnr.a4ott ooticent,g L1k epsatltat Yts lasso isittltad Itremda
althe PaNas qee rid tlr 40 V@l" W sty ach ectlon wl
anPar-NNOW&patderdAndRabtis wdAdOOdWmOn
t"ticdott t)ft-MdW Pldo CorPrcbd VVoodTruams
—11-k
_ t; UMP49 pb bMials must be fastened togitherperengineerfirm
.before they are sA failure to do so can resuitln root collapga.
Temporary and permanent tracing are required and can am We
and property and Is the n6eporw1b11J1y of the buss erector.
Study on contents of the kdornafion packet Included on delivery
.befre Setting /f V.iia. .
.Tits•esmttatbea•tandbraeadPod�lbP�x�aYS�
Trusses [oust be set plumb and oggare
Do not bat bunks or stack of plywood, roofing nwterm at any
-Other edrlbtenUsM loads on fusses, idle Can puce Collapse.
DO-NOTSET TRUSSES USING THIS LAYOUT
•usE LAYOUT DELIVERED wRH 1RUSSEs m SET TRusSES
CHAMBERS TRUSS INC
ssia
3105 Oleander Aiienue
Fort Pierce; Florida 349824423
800-551-5932
Fortftrce M-465r2012 Fax M-46W11
Vero bleach • M-15 8-2012 Stuart -Tri-2864M "
The Architect's or Architect's representative's
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 re ctive locations.
Approved By. _
92.0/93.2 MITEK 4.2 graden & Braden A.I.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
R— j Loading in PSF Roof R.D.L.
All Top Chord Live 20
�I o it
Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
c Bottom Chord Dead 10 3
®I c TOTAL Load 37 7.2
w 3 Duration Factor 1.25
go
2 Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
r Bottom Chord C.B. Sheeting by builder.
~ Highest Mean Height W-0'
Building Type ENCLOSED
Building Category Il:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
13 TRUSS DRAWINGS ARE ATTACHED TO IAYOUT
Verily DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibil'lty 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:-
. x1c /`
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE -7W4?-
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