HomeMy WebLinkAboutTruss DrawingA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRU55E5 ARE TO BE 5ET
AT 2'-0: ON GENTER
EXGEPT A5 NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
I Ai 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
14
0 degrees Sprea er Bar
or less
f— 1 /2 —►
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is on example, your truss may not match.
nsist crane operator sets truss this way.
'ag �_Approx 2/3 to,
Line 1/2 of Span
REFER TO BCSI
+ss must be set this way if crone used.
This is an example, truss may not match.
Insist crone 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
A I FR H A N E::> I IF= F? N O'T JF=
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.
- _ For Truss -to Truss_
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
as
tabs
oils.
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
TRUSSES FOR THE FIRST MODEL SHOULD BE `HIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES
ARE BUILT FOR T-IAT MODEL. __
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 22)t' IN LENGTH
A Do not t '
1 I
stand on trusses until they are braced per BCSI &properly nailed to straps & hangers L I
1
r w
15 -3 19'-9" 15'-3' 1 � I- -- —/�1_j,
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INVERTED %r WEBS AT CENTER
WAY B.C. PANNEL. LOAD W/ (2)
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FABRICATION AGREEMENT-
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Mtddple ply trusses must be fastened togiMier per engbleerbep
-before they are 84 failure to do so can reieltln roof coUapq&
T"Porary and pemunerd bracing are requbed and can am We
and Property and In the responsibmw of the tRrea areal
study to corftnb of the Informaadon packet Included on du6very
beton aett4ry fts"s.
7hmmmustbessUMb�ra dPt�bpP tk tey&�
Tea
ses knot be act plumb and s"re
Do riot last bunks or stack of Plywood, rootlrg maberlal of ary
other c0fitontralled treads on trees, this can cause col ride.
DO -NOT SET TRUSSES USING THIS LAYOUT
CHAMBERS TRUSS INC
Zv
3105 Oleander Aiientle
Fw0lerae, Florida 349U4423
800-551.5932
Fort F%ms Tr"85"2012 Fax Tn,46W11
Vero Beach - 7T2.668.2012 spurt J02 '
The Architect's or Architect's representative's
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 re(piliiectiivve locations.
Approved By:
92.0/93.2 MITEK 4.2 Date: ----
DESIGN CRITEMA'n a Braden A.I.A. P.A,
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 w Loading in PSF Roof R.D.L.
e , Top Chord Live 20
a, o, Top Chord Dead 7 4.2
�I o Bottom Chord Live 10 Non -Concurrent
o — Bottom Chord Dead 10 3
10cc
( TOTAL Load 37 7.2
m Duration Factor 1.25
cc,m wind Speed 165mph
w Top Chord C.B. Sheeting by builder.
s C4 Bottom Chord C.B. Sheeting by builder.
~ 4 Highest Mean Height 15'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
'iQ PAIIG:(?:Ytr=1111ritfe:?:'sake?- _69I1111:IE�i I iT.-i:rYTil
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildina Designer and/or Engineer of Record.
n/ Chambers Truss Inc. Drawing Name: M11392
6L Scale: 1/4 = 1'
W82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By
Date: 10/07/15 Revised:10/15115
�^ FOR 14-4 6�• 14'-4" _ '� �Ik6-4 1a'-4" v, WYNNE BUILDING CORP.
INDICATES LOAD BEARING �—� 14'� I
REQUIRED BY TRUSSES i' �`� v�y'��
SUPPLIED BY BUILDER i' CLOUZSED AREAS ARE OF Q DESCRIPTION:
ABOVHEIGHT
INISHE 3L PORCH RIGHT PORCH LEFT
ABOVE FINISHER FLOOR �/ SPECIAL CONCERN & MUST BE t
� CHECKED CAREFULLY &MAY � 71' CARLTON 3BED REAR PORCH
I INDICATE DEVIATION FROM PAGE 1of1CUSTOMER INITIALSEACH PAGE
P 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392
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