HomeMy WebLinkAboutTruss Diagram=LIFE SAFETY WARNING
Thi symbol identifies Life Safety Warnings that should be read
gIV nispecial attention by all persons installing trusses.
AGING NOTE
r - _
AL - IL'�F'hiSSE`.� ARE TO BE SET DON'T LIFT TRUSSES
A ON GEN I ER WITH SPANS LONGER THAN
CXG1 P nS NOTED 30' BY THE PEAK.
------------ CONSULT BCSI
MULTIPLE PLY TRUSSES MUST BE
aSTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. A
I' Span or less A
�50 degrees
or less
FlrO X.
1� i HCSI
in.s'.Ir'set way l crane used.
!� �I t, t•,. to-s wcy
30' to 60' Span I
Spreader Bar
(Tog—Approx 2/3 tom
Lme 1/2 of Spon
REFER TO BCSI
Jss must be set this way if crane 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
Ak are installed.
1 FZ HAIV Ill IE=Ri 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.
QONSULT 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 Domeanglenails.
package.
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EnmxEeuxc.
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24.00 THRU
CQRNERJACKS �•-tl•�
ONLY f--F 24• i9
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CLARITY
SEAT PLATES BY CHAMBERS
L
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INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
BEARING HEIGHT 8'-1"
TYPICAL END DETAIL
n
9
P
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 &
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SETBACK BOSTON HIP TRUSS
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15'-10" 5'-4" '-2" 9' 6" 2'-2"
35'
GARAGE LEFT
18' - 24' IN LENGTH
hangers
27 TRUSS DRAWINGS ARE XACHED TO LAYOUT
The 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 gr/ry .ty and uplift loads and
their re ,p aQ Live looca'on
Approved I /0 „3 /
Braden & Braden A.I.A. P.A.
FABRICATION AGREEMEcNT' —
wIwSFA cANNOr fig WARM ONM TM AoaF}7reMw SOM & RETtAmw
M kVW do=Wm oft w pnpubrtiim "buss" bra be linwet be - .
be made in drkt f wirdam Small tltN items phaspsnt dbprsa Is
n rioa k provided - mood and b Clieniberm, Toss crab, Oan
6 a' , Ile! no WoliXI SI bra to dowad..bi thm .
ti D"My IS io Job are. It k /m buyarm'rs■pp,� b ,=„ ym;
dvay. ehwrpsn Tnsm hem ON ac%aWmrM b' - • err ea.i s
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Brrymr IS mpam6b to Chambers Tnsm for W4400W due b Sk CMKRk a, r v' aw'o'
6, pfbs w shown 4 paraproph 7 bobw b mubled b o tenpe r ON dwnpes are. made h
1111118 kyad. A SW Per hour he for tsdslow may be duped by Chembers Tnam, -
T. 7W. is a P iricil E I for Chembaa. Tnse Of Ir ssn mpreed to, or IF nq•
�aa ! I re Pdm kwkro ovra be made on deli and paid mill Wm ofddvwyper
mmY. bs made at sdmdded dab be disM r buyer cannot aoapf
dorvery of febriu0sd demos. The udetsigned aamwm to pay kSmmhras.Tiuem nesooaplif
missbe edded forms for m� tent not pdildpa shinwNpn tant r'romr mods. l-f/d %per morph mgldrm
• a Slpmbne orkMak wWwhm cn thb shedcarrmahaes apsamspb so forms Usett
6 b corrHeratiari of Chambers 7nse ardanding awdl ifr Ids raekpbl tM uMsmpmd
gwNlbas TAM byany. w fifty moils W nmbdW wf la"yis a"d M ind'eb0edrlea owed b
bdabkdrmsm klduft im" p bee, r defiles h '/°m b pojr much
redoom. paymsit for mdwllBl be made by In
10. in go went of any 1114Ptien wnobnbie 16 aprsement• Im Ienm fumildW hereunder
Of peyemnb mbfnd b benh, ft pares apes 2* fhw ash vwnos torany much erJleri Wa
W Sdnt llYde Couily, FlorNe.
l 1. Dast¢i rwpom�n spa Pef-Nolonel Standerd And R/Coammnded Guidebm On
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MUIOPIe ply tnntws must be fastened togirther per englniearing '
' before they are set, fagfrre tD do ao can reiultln roof coltsp>Ee. ;
Tempomry and permanent bracing are required and[ can am- life
'and property and ts the etiapo ailti y of the tows erector,
'3tudytin contents of that Information packet Included on delivery
before setting trusses. ;
,Tdu snwdbeaetwdbraca, iarnge�
Trusses must be set plumb and aquare
Do notleet bunks or stack of plywood, roofing material or any
'other�etittCentraied loads on trrwses, thts can cafwe ewpapde. _
DONOT SET TRUSSES USING THIS JAYOUT
-u3E LAYOUT DELIVERED wITH TRUSSES TO 8& TRUSSES
CHAMBERS TRUSS INC
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3106 Oleander ue
Fort'Plerce, Floi[da 34982-6423
800-551.5932 -
"Pierce =448150-M2 Fax 77z4tib-8711
Vero Beach 7 2-5"12 Stuart 772.2111111 2
92.0/93.2 MIMIC 4.2
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
Metal Roof
Loading in PSF
Roof R.D.L.
Top Chord Live
20
.0
Top Chord Dead
7 4.2
--
Bottom Chord Live
10 Non -Concurrent
Bottom Chord Dead
10 3
m
TOTAL Load
37 7.2
Duration Factor
1.25
0
Wind Speed
165mph
to
Top Chord C.B.
Sheeting by builder.
o
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
12'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
...�.-r Iwu an 114154 w L UU li.0. k munuous 11:51`80 it
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11324
Scale: 1/4 = 1'
83 total trusses, 27 different trusses.
MI 4: SAE ACAD: SAE Reviewed By-_Z1e slj'—
Date:07/19/12 Revised:10/15/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
70' CARLTON, ELEV. D 7 (/lvJ6
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
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