HomeMy WebLinkAboutTRUSS DRAWINGJA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGIN G 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
A IF MULTIPLE PLY. A
n!
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less ® 30' to 60' Span
0 degrees Sprea er Bar
or less
4-1/2 —0
span approx.
Tag Line
REFER TO BCSI
Truss must be set this way if crane used.
Truss is on example, your truss moy not match.
nsist crane operator sets truss this way.
k09 f_ Approx 2/3 to ----
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone 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
® are installed.
A I F=�,* H A" ® l— IF= R N 4'7 T IF=
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 RANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
-Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
Camed Truss
SEAT PLATES BY CHAMBERS
M
A-
LO
co
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 f
-j"
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
4.00 F 12
8y
12 2.00
" upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
L�1
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER
BAR OF
17'- 23'IN LENGTH
ik
Do not stand on trusses until they are braced per BCSI & properly nailed to
straps &
hangers
-in"
"
r AN
GARAGE LEFT
a.�
Jt
ivy
FABRICATION AGREEMENT'
CANNOT BE STARTED ur X Tres AeREt3Wu IS amED a RETURNED
Tlw of On property where the fusses vA In ktsilaled IK
The wWwsVwd ;R;i�o and
�:. Trusses w l be made in obit aeoordance %M fhis truss pboernert diagram layout,
• iet>idl h are idle atm,otly for deterrrdnktg. fabrtcat(on d ale .
2. Ar dknertsior>s fn thls kryout trove been verCled by the tadertdwod.
A UNis ewrit n ,recce is provided by o9rCasd M" m Cxambers Trtus wlhkt tort �O)
days a delv=y fie mWersWed ePom that ro bsdodrtrpp sus be allowed. -In the wrorr4 -
such wdmsrt noes is frr(&W Ctt.rnb'" Thus shop hove arse days in %t&h
J.beam pairs req&oA or to subs O outertrtsses at Citambem cOW-ei
. Tndenstpned wedges receipt of'BM I-= sonny sheet by TPt 6 %%WA.
t;. oetrvery b to Job sae a b the txryeir's'resporrsbf�, b ,,rake the job ale suttabb for
delvery. Chambers Tnus has Cis sob authority to debrmka uts saibblpbr of Coo Job efts of a
poidon oflhe Job rite for doliverY. Chambers Tnus wpl be respons�b for dump delivery may i
er b rosports�b for addaionel delvay atrpenses M G7tambars Truss lw m redepver
job sae is riot prepared for detmy or buyer is no prepared for delvaq a muses
to4h.r.o
isreThus for towlrm costs due to alb aor"mons.hls.layo it.A $b0 per hour fee for rsvk8ons may be dtaraed by Chambers Tnas..% This- is a PURCHASE ORDER to Chambers, Truss of Cis sun Wood tau ar Ifagreen,ert a reasonable pdce, knoloe wN be made on delvery and pald v4 t tonm of not
on debery. Inks may. be =de at sdtedubd date bt delvery r buyer conlat aocePt
depvery of fabricated ktasea. The undersigned agree: to Pay Cltambers.Tftaa romonsble
lali� fee for coledfbna In evert of payment not *nely made. 1412 lk per mordh ser dw '
dwip will be added for al sums not paidw1M tonne.
& Slue or Malls anywhere on Oft sheet corodIlutes agroemert to al temru herekt.
pi In oonsiderttdw of ChorrAmn Truss etdendkrg creel for aaa metwN the uWanilgried
wtc x2ionaly auaranbes payment when due of arty and d krdeblodness owed to r
Charabon; Truss by.any enCty mc"V material and dw mWersignod agrees b pay such
klidebtachess ktdudm agpmeys fees. It defattt In payment for nuillerial be made by the
�tfe 0. In the evert of any tin eonoarnktg utEs awvonw it, ft aerm Arnlstied hereunder
or payments rel6rred to herekt. the. parties agree that Cm sole venom for asy such acdw wtl
or Sakte ktxde Cor+ttY. Florida
11. Dostpn ►esporsiblYdas we per-NaOonai Standard And F00bawmided Giddolnes On
A=F4 CoUllrudlon Uskq teW Pigs C innected WoodTnuses
200r"
D/1TED
STONED t -
t�r
- - t
3105 Oleander Avenue '�CANNFK`
Fort Pierce; Fldirlda 34982-6423 BY ,
900-551-5932 ► �_r ,01E CauN r.: .
Fort Pierre M-465-2012 Fax M-465.8711
Vero Beach " M-b68-2012 stuart -77?r2s$-=2 '
The Architect's or Architect's representative's
_�: _ V _ stiQN rtcav+r:ny approval is N.OT;?-
- -- "double check" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Arehitect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from gr i y and uplift loads and
their re a ive locations.
Approved By: ��✓/�
Date:
Braden & Braden A.I.A. P.A.
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
0 Roofing Material Shingle or Shake
0 — Loading in PSF Roof - R.D.L.
Top Chord Live 20
® Top Chord Dead 7 4.2
Cr o Bottom Chord Live 10 Non -Concurrent
® c — Bottom Chord Dead 10 3
® TOTAL Load 37 7.2
i Duration Factor 1.25
i > Wind Speed 165mph
v — Top Chord C.B. Sheeting by builder.
s Bottom Chord C.B. Sheeting by builder.
ei Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L.=Restrainin Dead Load C.B.=Continuous Bract
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
LL
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�MM
wR GAFZAGE R
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13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
: Multiple ply trusses must be fastened together per engineering
before they are set; failure to do so can retult-In roof coUap4&
Temporary and permanent bracing are required and can save life
and property and Is the ri"nslbiilty of the buss erector
study the contents of the Informatlon packet Included on deftery
before setting bussis.
mustbes4and11 - - P pe_niesIgnb 8rdzrtage�
T (nust be set plumb and square
Do riot "t bunks or stack of plywood, roofing material or any
.-,other cofit*ntratsd loads on trusses, this can Muse collapse.
DO -NOT SET TRUSSES USING; THIS LAYOUT
.. • r r_at= f evnr 1T ni4-nMRFn ttVM TRr LR_SES m SF c TRUSSES
':= CHAMBERS TRUSS INC
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:,64-!ic
Date: 04/24/12 Revised: 10/07/15
FOR
NNE BUILDING CORP.
DESCRIPTION:
62' G RAND CARLTO N III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M 11323 77/5/53
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