HomeMy WebLinkAboutTRUSS DRAWINGA=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 5ET
AT 2'-D: ON CENTER
EXCEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span A&
60 degrees Sprea er Bar
or less
4---1/2 -►
i g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an ..ample, tour truss may not match.
isist crane operator sets truss this way.
Iiay _Apo ox 2/3 to_�
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
A are installed. A
AIF2 HANE::>1 Eft 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.
Carrying Girder
_ For Truss to Truss___
Connections see
hanger/connector ][ails must be as
hown. Guide tabs
schedule in engineering ome angle nails.
package.
SEAT PLATES BY CHAMBERS
a
12
4.00 F—
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
lZIIIIIIIII
upset=11/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
i
TRU` SES FOR THE FIRST MODEL SHOUL BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF
AL Do not stand on trusses until they are braced per BCSI & properly nailed to straps &
10
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
PORCH RIGHT
b
TRUSSES ARE BUILT FOR THAT MODEL. __
18' - 24' IN LENGTH I' I A
hangers L ;
15'-3' LI
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V
INVERTED "V" WEBS AT CENTER
W/9' B.C. PANNEL. LOAD W/ (2)
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i' CLOU'[ ED AREAS ARE OF
J SPECIAL CONCERN & MUST BE t
CHECKED CAREFULLY & MAY
t INDICATE DEVIATION FROM
PLANS.^
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Ply frrarses must be f Qwad topettter Par �ObNtsr4p
they ars tart; faft" to do so can rsiult.in roaf t olbpl�,
T'al pannarienitare m9�d and t an savetth
rssp�rtelbMW of fM tnaw ateotoe.
Study the contends of theQabefore sletting P111111131111111tWuded on de8wry
iMMeeneletbeeetsd6raladpeidatpnbPwmkk*ny&*in q,
TAN*" trlosit be sat plumb and square .
Ga Kotatst buwft or stack of pbrwoodr roo&g matatlal of any -.
: 'btlrer eaRlCadrabd 10adi an trumalI Mile can puss
conspeal
DaNOTSET SUSSES USING THIS LItYnUT
use u►rour i>El n►ro wires TRusSrs m SEr
TRUSSES
CHAMBERS TRUSS INC
3105obandefA-nue SCANNECx
Fort•P11e11`1044 Florida 3488248423 BY
800.01,5932 • " R Lucie C,c► 1*
rrortPMroe Rex :12.4Q&ml
Vero Beach 7rA4 i9,20'12 Stuart .'772-285-= .
mint Architect'!; or Architoct's representative's
Shop drawing appraval is NOT a
"double check" of the contractor.
The contraetor shall remain responsible
for Checking field measurements and
other construction criteria. Architoct's
approval covers general roof shape,
review of truss strapping, and loading on
' structure front avity and uplift loads and
their r otive Iota ion .
Approved By:
Date:__
920/93.2 MITEK 4.2 Braden 8 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
0 S Loading in PSF Roof R.D.L.
R , a , Top Chord Live 20
..1I1 I Top Chord Dead 7 4.2
o Bottom Chord Live 10 Non -Concurrent
o c Bottom Chord Dead 10 3
t �I o I TOTAL Load 37 7.2
m Duration Factor 1.25
m Wind Speed 165mph
Top Chord C.B. Sheeting by builder.
"-' s 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. Restrains Dead Load C.B.=Contintwus Bnacay
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Re ildin Desiciner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
w82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:-AL/0`0 �-m-
Date:10/07/15 Revised:10/15/15
�^ FOR
6'-4" 14r�w vJ WYNNE BUILDING CORP.
Q DESCRIPTION:
PORCH LEFT 5 71' CARLTON 3BED REAR PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392
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