HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-O: ON GENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. I A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI L�
30' Span or less A 30' to 60' Span A
0 degrees Sprea er Bar
or less
10_ �2 —� a9 4----Approx 2/3 tom
Line 1/2 of Span
rfgLine span approx.
REFER TO BCSI REFER TO BCSI
Truss must be set this way if crone used.
Truss must am set this way a crane used.
your truss may not match. This is an example, truss may not match.
Truss is an example. r Y
tsist crane operator sets truss this way. Insist crane operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
Ak are installed. A
A1F=2 HANK=>1—EF2 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.
LIREPRESENTS A HANGER
- —_ Carrying Girder —
For Truss to Truss
Connections see
hanger/connector rDome
be as
do tabs
schedule in engineering re nails.
package. _
_JT
SEAT PLATES BY CHAMBERS
to
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F---
"
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
/4.00 F 12
z
12 2.00 Y
co
upset--1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
ll ARRANGE WITH C
1l Do not stand on tru
E OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
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D&NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT tI1t171 TRU38Es To sET TRUISMSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
SCANNE-1 Fort Plarcei Florida 348824W=
BY 800-651-5932
St I ors � r 06dPlem 7r2-41111 - Fax 74-465"6711
- a - - Vero Ouch 77Z4099=2
r
shop draw'n9 aPProva
"double check" of the contractor.
The contractor shall remain responslble
for checking field measurements and%
other construction riterl ,of shape s
w ��a p approval covers 13 and sailing on
IN
, Y review of truss savIty n d lift loads and
avi;y and up
structure from to atio s.
their re' c'
approved BY: __ -_----
Date:
92.0/93-2 MIUX 4.2 Braden & Braden A.I.A.
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
3tf� ;•
Roofing Material Shingle or Shake
0— m Loading in PSF Roof R.D.L.
co Top Chord Live 20
0 j
Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
c c Bottom Chord Dead 10 3
of c `yt TOTAL Load 37 7.2
w �' 3. i Duration Factor 1.25
fell
` Wind Speed 165mph
Y Top Chord C.B. Sheeting by builder.
a s Bottom Chord C.B. Sheeting by builder.
~ Highest Mean Height W-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category - C
Barrier Island No
Conforms to FBC 2014
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By.__gAL1c/y1 j—
Date:04/24/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M11323 7y�37
431 /Se LOTS