HomeMy WebLinkAboutTRUSS DRAWINGA=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
AT 2'-O: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span�Ior less A 30' to 60' Span A&
\ I ,(i� degrees Spreader Bar
or less
/_ ►
g inespan approx.
REFER -0 BCSI
rsss must be set this way if crane used-
s�uss s on exempts, W,,r truss may not mvtch.
�st crane operator sets truss this way.
iTag Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
ass 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
Q are installed.
AIR F--IANC"�LER NOTE=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSEy
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOIt
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
schedule in engineering
package.
SEAT PLATES BY CHAMBERS
Aso
x..nc muu
oNa �
CORNER DETAIL
OVERHANGS NOT 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=11/4" heel=315/16"
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. _
• ARR
ANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH a
I
• Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers '
l
— I 7
i
®I�I��®I�I�II��■I��QMI�I�I���I®I®I�'
i/,�Iwo
lVWZY41
0l
iMIZZI:
�
II
t/;
LeiLTA
MAW/
n
I
N
l
,
�I I I J VERB D P NEB LOAD WEN wT AT E
II�I��I�II%Ilw�l�l�llll�l�l�l►�
010
NOMINEE
it Me
ro,i,
i,
,lli„%i/iWMAiIMM/0I
„00
AI®ImImimimimimimimimi
I�I�I�I®I®IMISSIONS
l I I
®I®I®Imimimimimim
_\t.•1
�\_
INVERTED V WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W1(2)
41
I&EIMIMIMIMIMIM
IMNS
GRA
FABRICATION AGREEMENT*
' 7RMO CANNOT Ba arARTED UNTR Tula AMU bRW M SMW a RETURNED
The loyal deemlpNort d6w popalywhaw is tttssea wa M tMalad le : .
Vim
ad W"M
1:1'Iw•n. eta be ritde inatrM •oomdance wet thb in= pbarttmt dlspan IryotR
wAi<la tw asks euttaltYfm detenriip.ertoondt tabrkoWn dtle trees.
. 2. N date wWw lndes bYOA haw boat treraed W tw totdmslpwd.
.S. weie WItIon troika s poMded by t}rtaed nW to Chanbm Trm writ tan (1M
drys ad detvay lets totdarslprsd agrttaa 0* no bededwpa wa be snowed.-b tei avert
Mill tweet ttotloe k ftattlaltsd Cewtlbao Treys a1W haw tltrM d.SD days b wNdt
b begk r ipdrs r•gdro4 orto atbeft" dlwattwses, d f.Tlmlbme t
4. Ttw udaagnodockrowMd7oarswlpt0f! t-0r'smtsnsyalwtby Tpl&wmk
0. Datwsry k to Job 114e. It Is In Wyare-roapata6 W to reek• a» Job aft auk" for
ddNsry. Cltarttae lw tw ads srthorpy to debmi» tw aeebatydmeJab alb at a
ptilbn diM lab ape for deMay. Chambers Ttm will be rwporwfble br droop ddwry sty
Taw buys b responsbk per sdt9tlo00 ddwry w9waes t Chambers Tnra hin b teddwr
tteeam Jab ape b riot pwpaod inr ddway or buys k not pnpeIW for ddwry d btwaat.
9rrysrk rsaporebb b Chi nibers Tnsa for bttigj mW due b ales omtdbom
0. Pike es shown In 7 below b subJed to alw V It any d=M we made tt
ytlttiytitR A 01 per Itmit tee far reNsbrw Trey be dwrged by Clw snow TnaL
. 7: Thk k ■ PURCHASE ONDER to Cewnbas,Trm of to am agreed 04 ar pnit
,
iyleeirwrt a manname pke. knii welt be aside on ddrary atd W wpdn tmma d re1
to feteery. kwalm maybe made at sattsdded darns dotwry t boyar amwd soosM
ddymY of fderlwted tumor The undersigned egress to pay Ctwmbms.Trm laaoram
sttontsl/a fee torcotecitim In evert of pgwnmR not daily made. 1-121G parmoret seJyce
dfarge will be added ford tarns not paliru tttt tens.
. 0. Satspoo ar Wtlok aetytNwn on tlta sheet mrwUhMs sWeattat b d terms herat�
& in mreMaatlon of OtmMtaa Trm adaedtq oredt for Its mabdel 4w uMa4Qsd
atomdtlmYY gtemaiees prymatt when An of wrl and d iWst>bdrwa owed to
chad are Tim by.a w edpr rewFArtg MOWN and the unditini sd sWoaa b plif iiii
kgebbdudng dnitu ktagtrrwya bee, Ifdd" In pwolwt for be ttwdathe
"a Q' 1Ingo award d tm �PtWn wncxNrq tlis apraarwM, tlw resew tmldwd hmaader
or
related to herst6 tba Pestles aWae twt tw apb wws liar NW volt adbn wa
be-Satt " t:any. Betide.
11.OealanrwporwmlltaNp-NodortdShindadAridMaxiriumdedGulde6ssOn
RaipawEatlet rot Cmwtudlon UAV Meld Pbb Caatecbd WoodTnoaos
M1WrPWnrA4-200r - ..
DATED
Sam —
Asp eaderbarmrjborog"per'EC9i-0wbptwedijtry3tista9
- Mumple ply trusses must be fastened together pee engbmwlnp
belm they are wt fanure to duo so can resultin roof c lIMPI
Temporary and permanent bradng am mqulred artd can save Ufa
and property and b the rispomlti ft of the tow erector.
Study the eontsrlb of the Wormaflon paokst Ineluded on d4ftly
before saphup trUteee.
7iIMsnx*b*z tand1,—'pgr*@Wjpr rltglsybdorropa�
Tosses trust be set plumb and square
Do n iiet bunks or stack of PV*VO t rooftop mabrbll or any .
'aq+W ' nasal bads on trusell ebb can cause coft
DO'NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT DELIVERm WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
SCANN&I
AROMM ►�:
By
_.
8t Lucie Count,
3106Oleander Avenue
Fort Plerce; Florida 34982-SM
-
800-551-5952
Foditme 7T2-465.2012 Fret 7T1466.871i
. try... RW -h 7724992.2012 abaft 772-2864M ,
-.- Architect's or Architect'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 gra,N y and uplift loads and
their re ec-Iive locations
92.0/93.2 MIMIK 4.2 5 3 S
DESIGN CRITERI EOC. --
A I A P A
County SAINT LUCi# ' '
Building Department ST LUCIE COUNTY
%-�
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C-C hybrid Wind ASCE i
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
0
is
To Chord Live 20
p
Top Chord Dead 7 4.2
oBottom
Chord Live 10 Non -Concurrent
w
I o I
Bottom Chord Dead 10 3
c
TOTAL Load 37 7.2
0
Duration Factor 1.25
'0ro
3 I
Wind Speed 165mph
m
o.
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 15'-0'
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
R.D.L=Restrain Dead Load C.B.=Continuots 2m Lim
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildin net and/or E ineer of Record.
Chambers Truss Inc. Drawing Name: M11392
1 /4 = 1'
WScale:
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By.
Date:10/07/15 Revised:0321/18
FOR
14'4• ' s' a• ' 1a' a• I 1+I' 4• s'-40 WYNNE BUILDING CORP.
INDICATES LOAD BEARING
REQUIRED BY TRUSSES i' SPECIAL
D AREAS ARE OF PORCH LEFT C DESCRIPTION:
SUPPLIED BY BUILDER PORCH RIGHT SPECIAL CONCERN &MUST BE G
71' CARLTON 3BED REAR PORCH
ATAHEIGHT OFB'o• CHECKED CAREFULLY & MAY j PAGE 1of1CUSTOMER INITIALSEACH PAGE
ABOVE FINISHED FLOOR i INDICATE DEVIATION FROM
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392