HomeMy WebLinkAboutTRUSS DARWINGA=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.-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
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 A
60 degrees Spreader Bar
or less
.-1/2- 0
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
TN94 is all G%OTPI". rJ., tN9s may ..t m.toh.
nslst crane operator sets truss this way.
I. g 4—Approx 2/3 to �
Line 1/2 of Span
REFER TO BCSI
,ss must be set this way if crone used.
This is an 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
AL are installed. A
AI R HAIV �Ll=R INOTE
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.
- For Truss_to Truss___
Connections see
hanger/connector
schedule in engineering
package.
Nails must be as
shown. Guide tabs o
Dane angle nails.
SEAT PLATES BY CHAMBERS
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
i
I
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR, A SPREADER BAR OF
® Do not Stand on trusses until they are braced per BCSI & properly nailed to straps
INDICATES LOAD BEAVING
REQUIRED BY TRUSSI'S
SUPPLIED BY BUILDE1'
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLO9')R
PORCH RIGHT
TRUSSES ARE BUILT FOR THAT MODEL. _
18' - 24' IN LENGTH o I
& hangers ,/ L I
V I
15'-3• -- L �C L
®I®I�I�I�I�I�I�I■IB
V
INVERTED •V• WEBS AT CENTER
WAr B.C. PANNEL. LOAD W/ (2)
®I®�
GRA
f:I:r_T
FABwCAnoN AGREE Im.
ri:w
.m11M. IN be made eMlt •rroe wet via bw ptnsr„alt Arpaq hr•rR
rAlfdlA M iob •tl0lotlgrfor dMsmYip.gl�s�r� bblkral dM buNp,
2.M dntaabrphthhtyaehateb�atvaardbyrre,�
.S. Ufa= twibn ram Y provided by owtred •ree b Qrabae Trw weir ten
dire of d*My In u,dneb„ed sewn Md rie he . r ..r. _ n
Qrp rMPauEMb Q,aabsn Trw farlorip ewb du•b a�glgM.''"'•'—�• .
A wa. aD wr p p.1W br i bbm r ab8 b glrp r.y d=aamade h
flklif'pLAtQOfMrharfe•fornrYtommryb.tlrpdblClrnbasTarp. -
T. 7w-1a • Kngp E 0R= to Chal,bae,Ttlae d tw etm speed 4 a r ••
iP•anai • rwaiatb Pdoe. treote era be made an drw7 ad pdd vCllb IMMs d
!bn drr�ay ttealoe mq, b. made at sdwdied doe bf aeeM r barer carol
OeMry d feWkaled two. The trdaabnad aR•aa b py dlejr a fiw m�arWN
ebonighfeefor Iaddedsord bwaddP•Y•IainotUM*rtada1-7R%Per Iliadesp*a '
ohL rra Madded brr wnrto peidweltt, temr.
. 01-In sae or YdhY aMNwre atthh elwaomaeteae eprwtwltb--toms heal
tinc b aarlda tlan d Cltee sere Trtae adr,dtq aad for fie roar--" ew wdwowwd
Cher ben TnrwTluw Mryal. alley=k: maW W and Yw ad r tdahladlNe owed b
traabbdrwu Indu t0 111111 a bee. r ddaa In r•d•dPad rips b °'p a,ch .
��. pMrwri br etetrhl M rude by ew - -
10. In on evall d any tAptbn omoea ft Die apeanar, on tan 4ndYwd ha s nder
or p�r�wie Mend to bashPa
, am ton epee eat ttw epDew vatarry ouch emon vA
be tTii Male Caalpy Ronda.
11. p0�Walp�rt reepdraa�w n per'NrorW gWde,dArid HwtrmwrWd Gddeiln on
Raipaabaeee Fa CarYtrrt.Uorr thing rielal Pbi canwoled YVaodThaves
llN8IRPUWTCA4-2Wr ' ..
SIGNED , ,
oR Tr>tF
= Multlpb P(Y brumes must be fastened Uquiewr per ergbuerhtg
before dwy are sK Um to do so can reiult.ln roof collap$&
Tenvorary and wilelineft bri clog are MW*od sad an am ga.
'and properly and a the rj"rwibri y of tlw true willl
Study the txoruients of the Wornwtlon packet brduded on de lvery
before "Wi lg b=068"
- . Maeeemretbes*u db acedptrdw4ubpreNrltijuyadirepe,
Trwsa pest be phanb and etpso
Do rlot''set bunt or sleek of P4�oodr ro016q roaierlsl or ary
Ctlrer ktad, tal Ulltteer Ills Can arse
DONOT SET TRUSSES USING THIS LAYOUT
' USE LAYOUT DEuv 3= WITH TRUSM TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort'Plerrei Florida 349g24WO
800-551-5932
FwtPbra TT2-46&M2 FAX 772-4654711
OW Bach T/2.688.21I Spy 772.21102
'The Architect's or Architect's representative's
8CANishop drawing approval is NOT a
Sly "double check" of the contractor.
St Lucie County The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
q PI
- approval covers general roof shape,
review of truss strapping, and loading on
structure from vity and uplift loads and
their re p ctive locati nns.Approved By:
1
■■■. _r.,. Date,_ -�
92.0/932 MITEK 4.2 Braden a Braden A.I.A. P.A.
DESIGN CRITERIA
-- County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
Top Chord Live 20
1I o I Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
o c Bottom Chord Dead 10 3
`�I I TOTAL Load 37 7.2
mDuration Factor
cc 1.25
Wind Speed 165mph
`-° Top Chord C.B. Sheeting by builder.
i m Bottom Chord C.B. Sheeting by builder.
r-� Highest Mean Height IS-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
.CA IA re_:y.4 e e._4.•om �=111 4b1111:6 1��
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildirl Designer and/or Engineer of Record.
N Chambers Truss Inc. Drawing Name: M11392
�•y� Scale: 1 /4 =1'
82 total trusses, 15 different trusses.
W � - MI 4: RLC ACAD: RLC Reviewed By-_ W
Date:10/07/15 Revised:10/15/15
I I I I r^ FOR
14'-4• 6'-4• 14'4' vJ WYNNE BUILDING CORP.
i' CLOUiSED AREAS ARE OF �� DESCRIPTION:
/ SPECIAL CONCERN & MUST BE t 71' CARLTON 3BED REAR PORCH
CHECKED CAP,EFULLY & MAY PORCH LEFT PAGE 1of1CUSTOMER INITIALS EACH PAGE
t INDICATE DEVAIION FROM �
LANS.15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 '�
WN1111m.11111110
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