HomeMy WebLinkAboutTRUSS DRAWING■
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A=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 ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY. k
A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A& 30' to 60' Span
60 degrees Sprea er Bar
or less
1/2 _►
� g Line span approx.
REFER TO BCSI
Truss must be set this way if crone used.
Tram is an ..ample, your truss may not match.
,sist crane operator sets truss this way.
I. �_Approx 2/3 to __I,
Line 1/2 of Span
REFER TO BCSI
iss 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
are installed. A
AIF2 HAN�1_EFZ 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.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
Car
rying Girder
_ For TrusstoTruss___ _
Connections see
hanger/connector ails must be as
shown. Guide tabs
schedule in engineering Dome angle nails.
package. _
•_ I T
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 V
TYPICAL END DETAIL
RUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
on trusses until the are braced per BCSI & properly nailed to straps & hangers
A Do not stand #� y p
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HE IGHT OF 8'-0"
ABOVE FINISHED FLOOR
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FABRICATION AGREEMENT-
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UPI PIY truths must be fastaned boom per arpbreedrp
tsfOm 1hOY am set; f Wme to do so can re"In roof colfapas.
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Study fbe c, tl ub cf Ole bkfornstbe Padcat Included on ddvery
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Thstes must be Nt Plumb and a"M
Do nlott'set bunks or stack of pbsfoo4 roat4g mabrbl of NY
OtherCdrli9erltrattd bads Oa tf{Ipeir fhb can Cilse
DO NOT SET TRUSSES USING THIS LAYOUT
-` • USE LAYOUT DF1MMW WffH TRMSSES TO 3d TRUSSES
CHAMBERS TRUSS INC
3106 Oleander Avenue
Fort'Plencell Floirlda 3498ZS=
800-551.5932
Fort Pierce nZ4111 2012 Fax =146I
.Veto Beach T12411110- 12 Sbsrt -Trl-211111111-=
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- - - -' - — The Architect'. or Archltect's raprosoll
Shop drawing approval is NOT a
"double check" of the contractor.
SCANNED The contractor shall remain responsible
BY for checking field measurements and
other construction criteria. Architects
St Lucie County approval covers general roof shape,
review of truss strapping, and loading or
structure fravity and uplift loads an
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er den & tTraden A.I. . P.A.
92.0/93.2 MITEIC 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 Shingle or Shake
'' I « Loading in PSF Roof R.D.L.
_ Top Chord Live 20
w1� c I Top Chord Dead 7 42
o Bottom Chord Live 10 Non -Concurrent
c _ Bottom Chord Dead 10 3
TOTAL Load 37 7.2
m Duration Factor 1.25
Wind Speed 165mph
`—° Top Chord C.B. Sheeting by builder.
t m Bottom Chord C.B. Sheeting by builder.
v ~� 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.=Restra!nin Dead Load C.B-=Continuous Brag
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Deskiner and/or Enciineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
w82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed Br-_Z&
Date:10/07/15 Revised:10/15/15
�^ FOR
I ! 14'-4• 1 6'-4" ! 14'-4' ' v! WYNNE BUILDING CORP.
i' CLOUTED AREAS ARE 0� v `�� DESCRIPTION:
/ SPECIAL CONCERN & MUST BE 71' CARLTON 3BED REAR PORCH
PORCH LEFT
CHECKED CAREFULLY & MAY PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
I INDICATE DEVIATION FROM
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 ����
1715 k4c,
INVERTED'V" WEBS AT CENTER
W17 B.C. PANNEL LOAD W/ (2)
�I
Bill
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