HomeMy WebLinkAboutTruss DrawingsILIFE SAFETY WARNING
Nymbol identifies Life Safety Warnings that should be read
n',special attention by all persons installing trusses.
1AGING NOTE
a U > ARE TO BE SET DON'T LIFT TRUSSES
ION CENTER WITH SPANS LONGER THAN
XC-l'T AS NOTED 30'BY THE PEAK.
-- - --- CONSULT BCSI
MULTIPLE PLY TRUSSES MUST BE
4TENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. A
0:� Span or less 30' to 60' Span
���o degrees Spreader Bar
or less
• ' ---+
TO(I ) ] '.Pprox.
I LP 0 HCSI
1,. =- r. - wcy It crone used.
ri ...r r �ay not moth.
-1 It It If _e. o a tr'ss this way_
(rag Api.rox 2/3 to_�
Line 1/2 of Span
REFER TO BCSI
,ss must be set this way if crone 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
are installed. A
1 F-R 1--1 A" C::> I E F-L IV O T C
�NLESS 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.
ONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Carrying Girder
i For Truss to Truss
Connections see
hanger/connectorTDome
be as
de tabs o
schedule in engineeringe nails.
package.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
I
heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
BEARING HEIGHT 8'1
TYPICAL END DETAIL
®
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
18' - 24' IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to
straps &
hangers
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GARAGE LEFT
27 TRUSS DRAWINGS ARE XACHED TO LAYO(J
The Architect,$ or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
for checkinr3 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 rasps ve locations.
Approved By; ` 1I
Date: _ _
Braden a Braden A.I.A. P.A.
FABRICATION AGREEMENT'
TRUSSES CAMM M STARTED umL THS Ae�fra lUMM a RE7(IRfaEp
Th l�.l aena,an»p,op.trtrh«.u,. et....wl arr.d w:
The -
!-.Trwsa rva be n' d t w,adance Wh the buw p6mmmp dNCtnt
wtt4itb Ur ads "** for datermir t leloole"U lebdo ft dthe bteanp, R
: 2.Aa dntw" In fhb kryout bsys bean vmnad by$n wWw bed•
.8. Unisee Milken MUM b prodded by "rallied and b Clientele Tim
dry: of deatery the andm.Ipn.d eve.. that no backdeegef tta i 0. Veoi
such p�dre regtaed, orb tbli tbme Thus mra have l none I10'f days in t ri
4. The undaniWied adobwlmWes Pt� d"BC9 t etMat by a Wtt54
de0rary UrsnDelivery bbab� Tiw twjob afte. UUbie sobthe b" ' b mail 6e job eats feasible for .
ddi dtlrribere for arft*bdatmnkrUredditdUalobabdr2
deliver). chembme True ela be rmPwm&b fordlnip deN.y only
b u jotxW b rsai oft�roDb for addUlmW delvmy m�mrws If Chembme Ttuw ha b redeem i
Pryer IS ueporw"o to f�rrnnol �bers Tnwsfor �'y or buyer 6 du prepared for dainty dktmee.
0. Pt" as Shown � eons due b foe riy dl6ar. .
4Panaoforf7Lsmnbsb dbwby Xm7cpsapfmamsdeki
Ni.liyotit.AStiO lrrhourbe iorrsv4lom msy be rhrped by Gtanrrbmf Tnm,
7: jNr b a PUROKISE ORDER b Chamblee. Tim of Ur man rained b, or tf
!Invdu Prbe. knots$ Iva be mods an daenry and psq rNtlit mere of .
de0vmy d bhrlwted eneem Th"he ada d sehe ed al dam br dMlmy U buyer oa not
tedmelpnad simeee b Pay Doffbma.Tpm reefeMte
. hill, for
same noen t P farina,PwPlanil arse. l.Vt x 17ar mmMh �gvJlx
. a $Wn$km Orkdlmb mytvhme on 66 sheet consUhdee mWeemmMb ell tamn hmah _ -
91In mrli erWon of chamber, True edan ft msda br Utb mateli the trdmslprd ;
w4wKMmmlY 9 bef paynterd when des d aor and M kdebtedrms owed to
Chembers Tam 4debm6rse rq a t�ri � u damrlU bMOWN m'dPayn and br iandpmla0 ke rrbgde'Fore }
1r' 0. pt tlr event d any age4ort mbmNrp di *Worm-d, Ur RMr imdshed hereunder
an PrMnertm rebind b hwW% Ute. Pmtbs lone flat to rpm view for my such edlon will
be Sell 4irde County, Fbdde. .
Rasponatillikkis
For mlasarep MM MOW late Cud Andd WoodTheak Cmldaa-On
F4 2 UsYp Moral Perm Cartetted WoodTnlwr
•ti.
DATED • •"'� "
pawl► per-8csI1-Wb �9&
= Multiple Pb trusses must be fastened togither per eriglreerbug
before they are set; fagure m ae so can rest ltln roof trollaPse.
Temporary ana Pemmmnt bracing are required and am taus 9fe
'and Property and ts #in rseponolbw of the thus$ erector.
Study the contents of the hlfonnatlon packet included on delivery
before letting bus"a,
INaaes muetbeastardt>racadPe�deeigubprauardl juy�darinpa
Thalan tnust be not plumb and square
Go not leat bunks or stack of plywood, rooting material or any
oth r co ficeutrab ed loads on buss", thb can canes ooltapse.
to r0T SET TRUSSES USING THIS LAY®UT
-USE LAYOUT DELIVERED WRH TRUSSES TO SE7` TRUSSES
CHAMBERS TRUSS IWC
3105 Oleander Avenue
Fort'Pieri Florida 34982-6423
800-551-5932
FortPlerce 12 Fax 772A65.8711
Vero Beach - 7724139-2012 Stuart-7r&=-= '
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 Metal Roof
Loading in PSF Roof R.D.L.
Top Chord Live 20
c Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
° Bottom Chord Dead 10 3
m TOTAL Load 37 7.2
Duration Factor 1.25
D Wind Speed 165mph
m "Top Chord C.B. Sheeting by builder.
» Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 12'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
T��X— a_ rr�� �
mu.t-=KesT(alnlnn Dead Load C.B.=Continuous Bred
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildin Desi ner and/or En ineer of Record.
Chambers Truss Inc. Drawing Name: Ml1324
Scale: 1 /4 = 1'
83 total trusses, 27 different trusses.
MI 4: SAE ACAD: SAE Reviewed Bylls/v}�
Date:07/19/12 Revised:10/15/15
FOR
.
i
WYNNE BUILDING CORP. - c, p �'t
Vaal,Olt
DESCRIPTION: :1 L
70' CARLTON, ELEV. D
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 7 (1 /_ g
T M 11324 /C;l Pel u 4dv�