HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO DE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINI
® IF MULTIPLE PLY. A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
*---- 1 /2
I g Line sPon approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example, your trues may not match.
isist crane operator sets truss this way.
30' to 60' Span
SDreader Bar
In
g �_Approx 2/3 to
Li
ne 1/2 of Span
REFER TO BCSI
Iss must be set this way if crane 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
Q are installed.
AIR HAN�I_IF=FR 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 BANGER
--- - — --- -- - Carryi
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
'package. -
nq Girder
Truss
as
tabs
rails.
SEAT PLATES BY CHAMBERS
R
co
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F__
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
12
4.00 I-
12 2.00 8$ 1�
r�
upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT V-1"
END DETAIL: A
ARRANGE WITH CRANE OPERATOR IN ADVANCE
FOR A SPREADER
BAR OF 17' - 23' IN LENGTH
�1
Do not stand on trusses until they are braced per BCSI
& properly nailed to
straps & hangers
GARAGE LEFT
GARAGE RIGHT
vat Ce
Fi118RICATFUN AGREEMENT'
iatiases 'ANNOT9BtKARiED
eofenptopsdy�
Th�d0ta4earrrn atawet aRem
V.Tmren vAt be mods In sbkt ticeetdaras ttal fhb trans
?MfAld bwa' lb Aby deixniip.a dsW+m M
' tb.& t nr^oBos b pvuldsd by cedEMa me. b f7.I.E«. Tnw. >Nhy, tan
suds adtbtt rtoao. is h' :u ° wl... tb.t no bediho ,. VA be aeowed..b en .,
b basks repetra raqultad, orb OMnbara Trtatt.hae hm ere. p) days h wt
aThe taam arabo..ieo.�to0ia' •wutro.. an btWft'
byTmawrc
dalvety.CAsnbav Ttm'Obaftabrdh= ea wietotty a' atfine
Wb",'.rb Tmwtt®bs n.palsats tardunp y01
Dsow. job te. b ria da0yery �O1N°t rCllsnb.ts Tnxs has b lades
Buytr ti rstpom6b to Q Mamas Tram 'y a boyar b not pnpaad br dNv ry 0 Wes
0. Plla as .fawn h patapaplt 7 babes b "'h aotb due bob owtAlont•
t1ti.Yyait A i60parhaurbe br lotltbrls � eUbAlarps rmrf rdwpes mennde
ORDER to was or Pe' .d t4 ar r
un daMry. Imoks Pdw hlvotcs vAr be mods an tbevay and oars rteltl terra d e
rMy. be mods at arJadded dab bt derray r buyer tarot atxt deBraly of fabrk*W tull" . US uMmrllansd ogrm to pay Chamilem Tmu resort almnt'syt kill br tmef4 eaa eptat In set of pnot dm* ends. tart x Dw raw mlr s.■
•".ar. ,.w. roaarq.g asta br eft matatst ihs urdatslp
iT s say noehMa'm'tttseaW.uv dldeerie am M:dehtra" ow«
.s sgonayt feet. r tbbta In a be b py t
. Payaat tar mabrW be made M
apes
= AllulAple Ply trusses must be fastened togefher par engbtearing '
ball they are set; failure to do so can result.in toot conapr^
Temporary and permanent bracing are requbed and can am ft
and property and Is the realIt naft011y of the truss erector.
Study the contents of�trillbrmadon re tnpwlm 1� rcl"'on degvery
. Th a ses mustbasetand braced pardesipt to ptaratdi ruyg datrtg¢�
Tresses ilnuat be set plumb and square
Do got It bunks or stack of PVm)0A WORM ntatertal of any
= 'OtII4 ed►itrentrated loads on trusses, Mlle can caws
DO NOT SET TRUSSES USING THIS LAYOUT
-USE LAYOUT DEUVERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Aiienue
Fort'Plerce, Flo'rlda 34982-6423
800-551.5932
FortPleree M-486T012 Fax 7ft46 g711
Vero Beach M-GO -2g12 Stuart 7T2"28"W2 '
'file Architect-s or Architect's representative's
shop drawing approval is NOT a
"double check" of the rpntractor.
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 ctrve locations,
Approved By:
Date.___
920/93.2 MITEK 4.2 Braden 8 8raden A.LA. 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
0 M Loading in PSF Roof R.D.L.
Top Chord Live 20
o Top Chord Dead 7 4.2
r g - Bottom Chord Live 10 Non -Concurrent
c — c — Bottom Chord Dead 10 3
o c `, I TOTAL Load 37 7.2
Duration Factor 1.25
P Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
r Bottom Chord C.B. Sheeting by builder.
~ h Highest Mean Height 14t-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
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
Date:04/24/12 Revised:10/07115
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III _
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE '[
M11323