HomeMy WebLinkAboutTRUSS DRAWINGSAL=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
For Truss to Truss Carrying Girder
Connections see
hanger/connectorTs�how�n.
be as
at
tabs o
schedule in engineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL.
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH
A DO not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 177
- 7 7,
f '
5PAGING NOTE
ALL _ SES ARE 70 EE SET
-O ON CENTER
-EPT AS NO -E
A1F? F-- "E::>L_ER 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 /VC DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed. A
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
r 14' K
22'
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15'-10" 1 6-4- lee 3'-4" 1 1 V-6• I
GARAGE LEFT
Elm
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INVERTED'V' WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
500 POINT LOADS PER TRUSS FOR AA-UU
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: FABRICATION AGREEM
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UWPIS PIY trusses must be firsiened together per enghwsrinjl
bifore they are sat; fa8ure to do so can rok&ln roof cOMAINI .
T9mporary and Pnmaewnt brnclnp are required and can Sava m
and Prop "V and b ft responeIli r of the truce aredw.
.w l* the Conbrtb of the bl OmZ#m packet Included on dellwry
before setthg trumel.
.'nim smetbeaet.,d6woodPerdaMQ,Lisp1111laKk�layradrinepa�
Tnnsee (,rust be set Plumb and aquam
Do notsat bunks or stack of plywood, moIIng rruterbil or arty ..
other ceRN�nbrabd loads on UUNWs, thb can cause cons AMY
DONOT SET TRUSSES USING THIS LAYOUT
1= LAYOUT DE JMW WTH MMES TO SETT LAYOUT
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Pierce; FICAda 30824423
800-551-5932 -
Fort Pbrc. 772-465,2012 Fax 771•4654711
Vary 9aach ' T12468-W12 3111122 .772-211l .
u•-� stw. rwwuCt:oa79r1ASEl�hit • .
C it
"double che' 9raPPeoval is NOT ntativ®•s.
The contra sh t the contractor.
for c lost all re
Other,.":ch.'field me main responsihle
ructi asurements and
aPproval °n criteria. Archite
review
covers general ro ct's
of truss str °f shaPe,
structure frost aNNing, and loa n .4ravit- and in on
their res ctive uplif4 loads antl
1
APProved
92.0/93.2 MITEK 4.2 .Braden & graden
DESIGN CRITERIA A.IA P.A.
County SAINT LUCIE
Building Department ST LUCIE COUNT
Wind Design Criteria ASCE 7-2010
Wind Design Method MWFRS/C.-C hybrid Wind ASCE 7-10
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L.
A w `I Top Chord Live 20
Top Chord Dead 7 4.2
�, a Bottom Chord Live 10 Non -Concurrent
_ ° Bottom Chord Dead 10 3
E w �I TOTAL Load 37 7.2
Duration Factor 1.25
w Wind Speed 165m h
a 'o I Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
ADM Highest Mean Height 17-0"
L Building Type ENCLOSED
v Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2017
016A alCy:c y.i,Unlit{
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildino Designer and/or Engineer of Record.
Chambers Tn= Inc. Drawing Name: M11412
W Scale: 1 /4 = 1'
73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By.
Date:11/14/16 Revised:04106118
v J FOR
I
1V-6" 3� 5.4• 15'-10" Q WYNNE DEVELOPMENT CORP.
L LNGDESCRIPTION:
GARAGE RIGHT STERLINGPAGE 1 of 1 CUSTOMER INITIALS EACH PAGE ? 5 /3
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 a lb,M 09.