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HomeMy WebLinkAboutTRUSS DRAWINGS®=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE SET
Ai 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.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span'or less & 30' to 60' Span
�60 degrees Sprea er Bar
�r less
1 / % - .._� hog �_— APProx 2/3 to _►
span Cigprox. Line 112 of Span
RE"LI-- SCSI REFER TO BCSI
._ —,, t be se: d Dane ,sad Truss must be set this way if crane used.
This is on example, truss may not match.
I , w]y 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. Q
AI FR III AIV E::>L1=R NOT II
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.
Carrying Girder
For Truss to Truss
Connections see
hanger/connector Nails must be as
shown. Guide tabs o
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
w,rA*Fn As.1x rtleo n",n+an
CORNER DETAIL
' :1 [IHnNGS NO SHOWN FOR CLARITY
`r
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH P�
9
A Do not stand on trusses until they are braced per BCSI & plroperly nailed to straps & hangers 1 L
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FABRICATION AGREEMENT
TRUSSER CANNOT BE STARTED UNr1L Ttra AgllClt MO soar a Ren7RNED
The Npq dever"on dthe plopmtytvhera re etsess wa be hraMad 4 .
no 'ugenlpnedA:* MdpseWldWNC -
Y. Tloae• We ba merle b atrbd ecrbrdence valt this truss pMcemslt (111ePem byad,
vdrdlts rrs soN atltptty for deMmhkp.sbeessU fabrlcaUatt of ft imm�.
. z N dmemtse h naa layout he" bean vataW by the tMssgned,
.9. Unless Wean recto b pe*Ided by aer00,d and b t7wtrbe„ Trues r� ton NO)
deyd of d.e*ery the tader*Ipred epsee teat no tedoeltsgn errs br stowed."tor au surd
such tvrWn trotcs Is furtJs w Clownbers Truss *het hers tlrse (� bbrtpWje� Oats it ereclr
b begbn repetrs requbed, ark erl6sllp4e o0reatrta*es, at f2wrdteta oDtdn.'
4. TM udraoQnsd adoowMttgee raaslpt d'BCg 1-03'surmryaleN byTPI a WrCA. a D.twy b to)ob .roe ro b rr burWs'nepselbay b trWn the lob der sl4hble br
dsMry. t2rrtrbers Tnee lee rle sale ralrorlb/to det*mdm rre s+lOsbaryatM Job Seer at ■
The Wilton
nyxh eddmorrr Tne. will be ra*pRsHaiWdumpdetiwry«Yy
beurre job .ae b riot preprW lac da°w`y °'eeOtes a Cttrrl6era Thee ices b ndW m
�ryr b InpomNs b teemben WX: «b"�' is le' PrWrarsd foe tblsry of trusses.
towhp code due tow �trd000m
a Prke ss deem 4 prpreph 7 W w Is subJxt b dugs r NW dwtges ate made n
1NiliyouLA$50pmhorrr leer for tevbkns may ahrgodby Chrliber Tnas, .
T '►Hs',oa PURCHASE ORDER toCherrrberojirm Or I* sun .greed IN or r roof
ipresnarlt • rewasoble pd®. 4Nake we be made on deity snd poM rdrdrt terms of not
ton dsMsy. Invdn maY.be ntads et edwe/ed datstbf d*my a blrym rm * lace0
daaery d tebrlated trans. TM ladenbped evaes b pry Ctembara.Tfrae reualeblr
ekdnsy a r.. tortwted6re ti.vent apaysrwr nab Ibtsly made. 1-112 %solepmmslBt sgyca
. Laalparoaa or Wralls NWMlse one slut congleubs
• P n oomklmatlar d Chambers Trues oernmsdb N tame tetaet.
' Pie w Scads an rib rrobdd the ss o e d iD
Chdmbss Truw Many � V mebrbl and r"'t'o and Y Indebtedness owed b
uch
►ulebhOne" V stpmeys 1sae, tr def sue In swe"ro rOn
rR PMrerd br rrtdetLl W made tlts
10. In the sued of Try lemalpn anoertltrle>Ms aPestls4 ee robin tsnbhed lersu der
or paymsd* referred b Itseh. the pardn at:se
rrst 1M eple very tier Try such edcrt we
be Saht ►GoN Coady, Porrda.
11. Design mW"NMN sea Per `Ndlorgt StardeN And RotAnnerdedOddeasse on
Raiporpoldles FOr CotrbuclOn Using Metd Posts Corecled WoodTtussn
ANSVfWWIC.A 4-20Dr '•,,, '
oATeo • —�, -
SIGNED ,
Tors TnbF . _,
A,pfe.Armrmaybefey"per"EC511--bpmm t"&d>ff mgL •
N MOO Ply trusses must be fastened together per angtnewing
beffyn they are sK fa6ure tie do so can rseultIn roof cotlallsim
Ternpon" and permanent bracing am required sad can save Ofe
and property and b the rss;nMo blllty of the bilge erector.
Study the contents of the Womiation packet lIn laded on doUwry
before settim trusses.
litaeesmudbeastandbracedpsrdedonbPewrdifta lsfft9
Trusses tnust be sat phanb and square
Do not'in bunks or stack of Plyswod, rooting material or any .
others cdefbrrtrabd loads on trusses, tlrb pn cause co6a
Da NOT SET TRUSSES USING THIS IV *YOur
•USE LAYOUT DELNERED VM TRUSSES Ta SET TRUSSES
CHAMB
ERS TRUSS INC
C
31060Ieander Aiienue
Fort-plerceir Florida 34982-6423
800-551.5932
Fort Pierce "2486-2012 Fax 7T1i86S/11 '
.-v.,"",tl.seh 772JUM-2012 Qlbrr,e�eret .
itect'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 gr e y antl uplift loads and
their res a five locations.
920/93.2 MITEK 4.2 APProved 6y :
Date :
DESIGN CRITERIA Braden
R Braden A.I.A. p,p,
County SAINT LUCIE
Building Department ST LUCIE COUNTY
---�
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
w
Loading in PSF Roof R.D.L.
'o M I
Top Chord Live 20
tv w
Top Chord Dead 7 4.2
m c
Bottom Chord Live 10 Non -Concurrent
.. c
I
Bottom Chord Dead 10 3
E :;
TOTAL Load 37 7.2
w ac
Duration Factor 1.25
m eq I
1
Wind Speed 165mph
Colo
m a
Top Chord C.B. Sheeting by builder.
0 16
Bottom Chord C.B. Sheeting by builder.
m
Highest Mean Height 15'-0'
U
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
RD.L.=Resbaini Dead Load C.B.=Corftimfous EkaCft
Verify DESIGN CRITERIA shown above With the
building department and your engineer.
4
Design Criteria is the responsibility of the
R"'diria Desi ner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
WScale:
1 /4 =1'
82 total trusses, 15 different trusses.
Fooloses
MI 4: RLC ACAD: RLC Reviewed By:
e,
Date:10/07/15 Revised:03121/18
IK _ � FOR
14'�" 6' 4" 14' a• e _ _ _ _ ' ,4•-4• ' '
INDICATES LOAD BEARING _ s� 14� l WYNNE BUILDING CORP.
REQUIRED BY UILDFRUSR �� E v v �� DESCRIPTION.
SUPPLIED BY BUILD) R i CLOUZSED AREAS ARE OF ;
AT A HEIGHTFINISHED
FL PORCH RIGHT % SPECIAL CONCERN Y MUST BE PORCH LEFT
ABOVE FINISHED FLOOR � CHECKED CAREFULLY &MAY � 71' CARLTON 3BED REAR PORCH
t INDICATE DEVIATION FROM ��_��
�%PLANS.�� PAGE 1of1CUSTOMFRINIIIALSEACH PAGE
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 -75i3(o
05 4,01