HomeMy WebLinkAboutTRUSS DRAWING ATTACHED TO LAYOUTA=LIFE SAFETY WA NING
This symbol identifies Life Safety Warnings hat should be read
given special attention by all persons instal i g trusses.
5PAGING NOTt:
ALL TRUSSES ARE TO BE
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSE MUST BE
ASTENED TOGETHER PER NGINEERIN
BEFORE SETTING. RE ER TO
ENGINEERING DRAWING T01 DETERMINE
A IF MULTIPLE _PL A
DON'T LIFT TRUSSES
WITH SPANS LONGER TH
30' BY THE PEAK.
rnKIQ1 II T PrQI
30' Span or less
30'
60' Span
Spr
a er Bar
0 degrees
or less
ag ♦—
prox 2/3 to
1 /2 _� r
ine span appr.
T g LaX
Line
2 of Span
RE
R TO BC
REFER TO BCSI
Truss must be set this way if crane used.
Truss must be se
this way if crone used.
Truss is an example, your truss may not match.
Insist crane operator sets truss this way.
This is on exorr
Insist crone o
le, truss may not match.
rotor sets truss this way.
All load bearing walls, hE
beams & lintels must be i
at indicated height before
Q are installed.
ders,
place
usses
AL
AIR HAN � 1__.E
N OT'E
UNLESS NOTED ELSEWHERE ON THIS LAYC
UT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS I
THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS IV
kY BE IN CONFLICT
WITH BUILDING CODE AND A/C DESIG
EQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT A
A/C CONTRACTOR.
U REPRESENTS A HAN
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Girder
Nails must be as
shown. Guide tabs
Dome angle nails.
Truss
SEAT PLATES BY CAMBERS
INDICATES LOAD BEARIN
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 f
to
M
upset--1/4" heel=3
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1
TYPICAL END DE1
12
4.00 F__/
s
tD
'�
, � 0 0 /1 111111111111121110
upset=1/4" heel=3
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1
END DETAIL: A
WALL
n.
L
16"
-1"
k
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
17'- 23'IN LENGTH
IL
Do not stand
on trusses until
they
are braced per BCS1 & properly nailed to
straps &
hangers
e
-1
"
"
GARAGE LEFT
171
■
GARAGE RIGHT
F/I MCArON AGREEMENT'
TRIMM cAmw w ar/Imm umx Ttas AWMbWfr q a
MLqMW
The bpd desatp m ofthe property wham the trusses sill be line
. • Ths tndaslpned acbhawbdpes and aweee: ..
fit. hT 1111 s� s� be made ti strfd accordahcs rrMlh {� truss paamnere awn
ettp10lb for d°��0-a+coeasti/ fabdcetlon d bs trus.es.
2 M dmenslorn In fhb bMA hens been verb py h+da�tad.
s. ttltleis vKkten nolbe b prvNdad by oaA eta/ b Chambers Truss rNhls ion
days cf dellmy the uhdembwd epees cast no badacfherpss WE be abwed.-b the 4
such wdtlerh noeoa is hwAilihad gtambers Tnrss WWI heee base M own days in
b bepkh retake r.quil*4 or b subefoo oetec yuesse. at Chwrlbas pdd .
4. Mm u ndwdo nd rdmmbdpaa maalpt of "BCS I-W ou m M et" by TPI i W
'L Delwry b to Job eke. It b the buyals'respo„e� b mak. tlta job sl. etleab
delwtry Chwnbera Tens has trte sole �W - b debmihe ahe suReb■ty of the job Weil
paitlon of lfha Job sks far detlrwy. Chamban Tross sal be resporwbb for dump dellwy a*
Ths buyer b resporelbb for addRlonal dOvoy e a Clwnbers Tans hee b redelvelr
because job site b not prepared for d.tnray a brryer b not; lay of
LN
sponable b Chambers Tans for towirhp poste due b eke oorhdRtore 'y tnrsses
as shownaeraph7 belwb subjed bdwlpe a any d�oee are. made ki
rfaa tior ra6dorw may ba dwysd by �pem TrUM
Is a PURCKAM ORDER to Ctwnbers,Tnns dthe a m awnre0 O a r
a rewceiabla pdoe. Invoice ws be made on d*,wy and paid Merit farms d yet
on calvary Inveia qw be made st scheduled dab bf delvery a boyar aa..I aooert
ddm y of tabricatsd trusses. TM undetallmW egress to pay Chwbers.Tryp fe"Naw
dni"vA In 111or n In Ov"nd Of PSIPWIlt��� � made. l-t/t % per month @W40
L Stpnsttsle or krltlels anywhme an alb sheet ooneobtes epreenhent b 01 tonne lareiR
p,An condderatiort of Che ygms Truss amandlnp aedk br this mateeltl tM unduslpned
�Y PaMmlt when due of eny and sl kKbbbdnoss owed b
ghw6m Thee by.any wdty mo *AV matabl and the uidOnlIb ed apses to p y such
kdebbdthess ktdudinp e011neys tees. a dek#A In payment tar metenbl be made by the
10. In the event of any Itlpe 4lon concernkhp ifs aweament, the Rims fundehed Iweunder
or psyn Unte rebrred to bw*% the pwon awes that the sob venue foray such action willbe Salrht Ueda County. Fbdds
11. Dedpn reWNs ales wD per -KdN al tRadend And RuGrrenended tahldeiea on
RaWondMw For Callliltructilorl UAV Mel Pk+t_a Connected Wood Tnnsea
DATED -'�
Trit.E • �---. -
►spnlacierbaarmsybenx"per"BCSI4Wbple�ortk*"&dlawgL.
= Wlultlple ply trusses must be fastened together per enghieerhp
before they are set; faRm to do so can Mu t•In roof eopapliw
Temporary and permanent bratdng are required and can saw We
and property and b the rssponsibtpty of the truss erector.
Study the contents ofthiskdbnnnado�W
n,,�packet lmluded on delivery
beftre "MV Y �
Ti[rleee inuetbesetarrdbracodperdWMbpeuantt jmryZdsmtaQe�
Thnlses must be set plumb and square
Do not seat bunks or stack of plywood. roofing "terfal of any
Ottmeir cdnWntrated loads on trusses, thls can cause coltapotlL j
DO -NOT SET TRUSSES USING THIS LA-yDUT
• USE LAYOUT DELIVERED 1MTH TRUSSES TO SET' TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Plane, Florida 34982.6423
800-651.5932
Fort blames 7T2.4W-W12 Fax 772-466.8711
Vero Beach Y724669.2m Stuart _ 772,2116-M ' -
tle Arc:- s or Architect's representati%
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 ane
their re ctive
Elocations.
92.0/93.2 MIWX 4.2 Approved By:
DESIGN CRITERIA°a`e—
ra �� & Br Jena A. P.A.
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
a _
.2
Loading in PSF
Roof R.D.L.
40
Top Chord Live
20
o
Top Chord Dead
7 4.2
160
o
Bottom Chord Live
10 Non -Concurrent
c .-
c —
Bottom Chord Dead
10 3
o
TOTAL Load
37 7.2
'�
c i
Duration Factor
1.25
0
>
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
Bottom Chord C.B.
Sheeting by builder.
~
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
K.U.L.=Kestralning Uead Load C.B.=Continuous Bracing
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:Ic
lu/y/,�—
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
M 11323 7v355