HomeMy WebLinkAboutTruss Diagram 10-3-17=LIFE SAFETY WARNING
This! symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
PAGING NOTE 1
c'LT DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
114 IF MULTIPLE PLY.ji
30' Span or less ® 30' to 60' Span A
Spreader Bar
og . __Approx 2/3 to—�
Line 1/2 of Span
REFER TO 13 I
Truss must he 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
are installed. Q
rFZ F IAN�1—�F2 NOTE
UNLESS N07 ED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS. THIS MAYBE 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
9 Nails must be as
schedule in engineering shown. Guide bs o
Dome angle nails.
package.
Carried Truss
r0z
ORNER DETAIL ,
>.eti�OH Oi N21 iY
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODE--L.
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
� I
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I L
✓ 15'-3" 19-9 15 3' . ' C L G
I
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
S AT PLATES BY CHAMBERS
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
12
a no
2.008
12
I
heel=315/16"
UMBCUT END
x a Top Chord
WALL HEIGHT B'
NI) DETAIL : TYPICAL VAULT
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The Architect's or Architect's representative"s
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain responsible
tar checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review of truss strapping, and loading on
structure from g vity and uplift loads and
their re p ive locations.
Approved By. �b
Dale:
Braden 8 araden A.I.A. P.A.
FABRICATION AGREEMENT
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iureenwt a removable Miss, books ore be made an delivery ad paN ualb tams at
datvely. I., mar, be muds at sdheddd ddo bt ddmY r Iluyer calla! aoeYr
1delivery at bibdcded tresses. The tedusWesd open to pry ralanbehs.Tpaa raeonsYe
aiDolrlsi+s M f«wOecbua Its want of pryowd ntt* *muds.,-0R %per uhhodh satyr
aheigewa be added forall shah. not paidwphYltame. -
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• W In harrkfaabn of Chanbers Truss aderl&p asedr for Orb ingiabl she hadareeallhed
uhoordsaarY pwadew payawt when due of any and d kdebtadrr oaad b
0minbersTrus"Ity.myonlillyneclift nhe' * slid ea aedaApwd agrees b pay such
yde60pdnsp khdudI atpuaip fees, r delod in parust for matsbt be malls by Use
y'w 0. M the •vat of ary IBPOon cohdnYrq eie agreement, the bm• Mtehed b MKW
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ANSVTPr1AfrCA4-2005" ''.. .
FOR Tf11
..Asiaeirl brnWbeiix"pero2mwfopisimrttk*W&lsttspa�
flu ftb * ttusws must be fflstened iogetfwr per engbilearlinig
before they are set, failure to do so can retiuuklln roof collMism
are mp*W and c1m am We
T�wWpnWerty mind his rtisrd pinallbllity of #in totes eretibor.
-suli en contsub of�rebtt� onP bldsded on dgUVM
Tgmeesnwdbesotw dbaeedp�.dogomi6pmrsrtk#XYBdmrmge�
Tnamm tnmt be set pbsnb and sgwre
Do tiot'set bunt or stack of plywood. roallkv malarial of any
'tYgre' eQliCsrtrabd Icads on busses, thb can came soils
� NOT SET TRUSSES USING THIS LAYOUT
-USE LAYOUT DELIVERED WM TRUSSES TO 3ET TRUSSES
CHAMBERS �TRUSS INC
3105 Oleander Avenue
FortPlerce; Fldrida 349VA423
800- 551-5932
Fortftlice M465.5012 Fax =1466.8717
Vero Beach M-569-M2 Stuart -772.g8 -3302
-
92.0/93.2 MITEK 4.2 _
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2010
Wind Design Method Main VVind Force Resisting
15
Roofing Material Shingle or Shake
m
—
Loading in PSF Roof R.D.L.
—
.
Top Chord Live 20
w
I
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 10 3
t.l
I
TOTAL Load 37 7.2
to
o'
Duration Factor 1.25
;D
Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
—A
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 2014
R.D.L =Restraini Dead Load C.B.=CDntinuous Bracirm
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11364
Scale: 1 /4 = 1'
W83
total trusses, 16 different trusses.
—
MI 4: RLC ACAD: RLC Reviewed By-_j& P99
4.
Date: 07/29/14 Revised• rdMA116
" I FOR
,,-_ 14 s'a 4' A. I WYNNE BUILDING CORP.
i CLOU* SED AREAS ARE OF �� < DESCRIPTION:
�/ SPECIAL CONCERN & MUST BE ; PORCH LEFT '
f CHECKED CAREFULLY &MAY � � 70 ROYAL W/2 CAR GARAGE
t INDICATE DEVIATION FROM do 14 PAGE 1Of1CUSTOMER INITIALSEACH PAGE ��/�/�
16 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11 "1 (tea
�% PLANS., ..�— ��
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