HomeMy WebLinkAboutTRUSS DRAWING=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'-0t ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A&
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A 30' to 60' Span A
0 degrees Spreader Bar
or less
F— 1 /2 0
T g Line Span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss Is an example, your truss may not match.
nsist crane operator sets truss this way.
kag �_Approx 2/3 to _�
Line 1/2 of Span
REFER TO BCSI
iss must be 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. AL
AIR HAN ®I EFL N4=>TIll
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 Nails must d as
shown. Guide tabs o
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHANIBERS
CORNER DETAIL
OVERHANGS NOT SHOWN FOR CIARR (
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
=
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
IHU':>SES FUN 1HL i-IHS I MOLL SHOUL BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. ___
�
�I► ARRANGE WITH CRANE O ERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH Do not stand on trusses until they are braced per BCSI &properly nailed to straps & hangers L
I
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
PORCH RIGHT
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INVERTED "V' WEBS AT CENTER
W/9' B.C. PANNR LOAD W/ (2)
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The Architect's or Architect's representative-,
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 gravity and uplift loads and
their r ,dive locations
_Approved 6
Dale: /Z
—...
.. Braden & Braden A I A o w '—
FABRICA110N AGREEMENT
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FOR._,
..AaoyesdtrbwmaybeTeq4mdper"BCSI7.03'bpreuertk*q&tiatu g
MuftWe ply bunes must be fistmed together per englnesrfng
before they are set, fallum to do so can rasultln roof copap4c
Temporary and pemlanerrt bracing are requked and Can save life
and property and Is the rdsponslblgy of the truss erector.
•Studyttw contents of the hiltiormildlon padot Indud•d on delivery
TK=mmstbe•atardbmcodpldnWbp mmitil*sybeforrs9
Them se must be set plamb and square
Do motile bunks or stack of plywood, rooting mabrlai of any
'other cdi"ntrated loads on trusses. fhb can cause eollaptre.
DO -NOT SET TRUSSES USING THIS LAYOUT
•USE LAYOUT DEuvERED WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
310b Oleander Avenue
ANNED Fort Plerde; Florida 34982-6423
- _ 800-551.5932 -
�t ,Cie
county FortPbros 7r14652012 Fax Tr!466�111711
veto Bemh - 712-588-2012 Stuart 777r266r M
kw
GUr w
92-0/93.2 MITEK 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
0
«
Loading in PSF
Roof R.D.L.
w _
Top Chord Live
20
0
Top Chord Dead
7 4.2
.. 11
o I
Bottom Chord Live
10 Non -Concurrent
c —
c
Bottom Chord Dead
10 3
I
TOTAL Load
37 7.2
m
'o
Duration Factor
1.25
m
is
Wind Speed
165mph
a
Top Chord C.B.
Sheeting by builder.
r m
Bottom Chord C.B.
Sheeting by builder.
v
Highest Mean Height
15'-0e
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
11P.L.=Kesualning ueatl Load G.B.xontinuom Braci
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: M11392
I.L. Scale: 1/4 = 1'
W82 total trusses, 15 different trusses.
MI 4: RLC ACAD.7 1: RLC Reviewed By:lf /O/sli3"
Date:10/07/15 Revised:10/15/15
14') FOR
�' I B'�l' I 14.-4. I U
WYNNE BUILDING CORP.
r l,,I_vvvtD AREAS ARE Ur ` `� DESCRIPTION:
/ SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY &MAY PORCH LEFT
i � 71' CARLTON 3BED REAR PORCH
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
t INDICATE DEVIATION FROM
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392
PLANS.^
1,411111110
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