HomeMy WebLinkAboutTRUSS DRAWINGFif I plo y
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGIN 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
M.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less
0 degrees
or less
4-1/2 —11111
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
nsist crane operator sets truss this way.
30' to 60' Span
Spreader Bar
ka ♦_ Approx 2/3 to _...
Line 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 crone 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 R 1---1 A N U I-1=—_= R N<=> TIF=
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 of
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F_
R
a
T_
('7
upset=11/4" heel=315/16"
PLUMB CUT END
' 2 x 4 Top Chord
WALL HEIGHT V-1"
TYPICAL END DETAIL
4.00 F 12
A
12 2.00 8y
cM
" upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
ii 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 BCSI & properly nailed to straps & hangers
W
5'-1
"
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT*
[72.
USSES CAM= BE WARM umM THIS AO W m RETURM
We! aria p apertyMm, the trttpOe wA be � .
.Trossos w19���rees:dtTs the sob authodpr for dsbrmklt>a. a os• trt `�'-M d of ral ns In file kiyout have been v=tW by tM uclofftUnW* wrRben nnOos b provided by caulied and to Chsmbea Tms %*I
Lon
day' of defMsryr The tlrrt . *ned gees that no wN be alowed..e ew;er�R
such wrlltsn rwtIce b fiarlloMd Chambers Titus shell Mrs Oaee (� builsse dh wNch
to be* repairs a to arbstPol,js oOroc trusses, •d opfldit
4. Mw admowbdges receipt o('E3CS1 I starsrtary street by TPvrCA
tf. DeOvery b to Job she It b Ore truyere' to malts the job Meabb for
dslrery- Chambers Tnrss has Ore sob autllici ft m determiro Ore sutfabl0gr of the Rs of s
Zb dY Tnns wIp ee rospons�bs for disnp ry only.becalm job of b riot prepared for Nrnbers Tetras hasde�ver(2rsrnbers T� y or buyer b not peeperd for del myu•sae,6. Piloa as sown psragrsph 7 below su �'� g sib lrldNfarrskt subjod L° dtarga M arry dangea aade tj 1Ni.WIO'AASWP$rhourTeoformvt•loramaybedtargedbyChambersTnass,7. Thb- is a PURCHASE ORDER Lo Chan6=,Twas d the am speedr OPsid trlt in tof netr buyer awddvwy of fabricated ukase. The Wdas(pad agree: to pay CrwNrers,Tftusoniblsfee for in errant of payment not trusty made. l-121Lper mo614 a
dwige tv0 be added for avers not pelthOft tame.
a stpwaua or k,inab arrywtrors on thb chest oons-Mee epreemerx to M tarok heroin.
Q: In consideration of Chambers Thee edendng cram for Orls material the wgerslgned
�ncwy primmit when due of any and 89 indebtedness owed to
awnbom Thee by.say entity mosift materbl and Oro anderaVW - 6" to pay acre
k► bbtedneu krtdudng agorneys fees. E defwA in payment for msteded be made by the
1
0. In Ore evmtt of any carcbraring Ohs epesrt,ent, Ors Berne k nMW hwoundw
or pyrn•nq Waned Lo haatt, the recedes epees Otat Ore sQla vemm for any such scilm wn
be Saktt Walls Cou*, Florfds.
11. Design rssponsMse are Per "Na kxW Standard And RGUMMrencred CwfdeWse On
RupwWANSVrPas F4 CaWucdon
2OOr� Plate Cmwcbd WoodTnsaes
SiC3NED
FOR
TITLE
-a bwmaybereg"por"BCSI1.Orbpeilsntk*"&
lldu141e ply must be fastened together per eng
before they are set; failure to do so can result -In roof
Temporary and pennanent bracing are required and can am We
and property and Is the nrespons[blutyy of the truss erector.
Study fire contents of the Information packet Included on delivery
before setting
mustbesdand braced pardoell kfta '
Thuses trust be set plumb and sggare
Do notlset bunks or stack of plywood, rooting material or any
other —It�entrated loads on busses, thiscan cause collapse.
DO I�OI SET LASSES USING ®
THIS/-YOIIT°
USE LAYou'r DajvEm wnii TRUSSES TO SET TRUSSES
r
:
CHIAMBERS TRU68 IN
3106 Oleander Avenue
Fort P118rcei Florida UN2-6423
900-551-5932
Fort Pleats T72465 M12 Fax M 11
Vero Beach TT2 12 Stuart-'WZ-.n 02 '
The Architect's or Architect's representative's
Shop drawing approval is NOT a
the contracfor:
'he coniractor 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
JC/"t,VW structure from gravity and uplift loads and
tBY their respec a locations.
ST Approved By:
0-17
Date.
Braden & Braden A.I.A. P.A.
,.
CRITERIA
CountyDESIGN
,
Building s•. -COUNTY
Wind Design
Wind Design Method
Main Wind Force Resisting
Roofing Material
Shingle or
Loading in PSF
Roof R.D.L.
Chord0-
Top _
20
•• Chord-.•`
•
Bottom Chord Live
10 Non-Concurren
Chord Dead
10 3
TOTALBottom
•.r
DurationFactor
cc
,.
>% Wind Speed
cc
165mph
Top Chord C.B.
Sheeting by builder.
Bottom • • isSheeting
by • l
• Height
Building,,
ENCLOSED
Category
II:Non Restrictive
ExposureBuilding
-••
IslandBarrier
No
Conforms to FBC 2014
R.lD.L.=RestraiqLqg Dead LoadC.B.--Continuous
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteriathe responsibilityof the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:-J—(LC Ji/y/i-
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
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