HomeMy WebLinkAboutTRUSS DRAWINGvy A=LIFE SAFETY WARNING ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LE
This symbol identifies Life Safety Warnings that should be read Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2.-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
L& IF MULTIPLE PLY.
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
30' Span or less A
0 degrees
or less
t-- 1 /2 —►
T g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an esomple, tour truss may not match.
Insist crone operator sets truss this way.
30' to 60' Span A
SDreader Bar
I. f_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
uss mast 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
AIR HANDLER NOTE=
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSE%
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOP
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 CONTRACTOV
U REP`E�EtiTS INN, �P
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide fah= p.
Dome angle nails
SEAT PLATES BY CHAMBERS
to
M
I!
CM
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 I-
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 —
�—
2.00
12 s'-1
upset--1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
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Wul6P1e PIY trusses must be fastened toaklile
per ormbilegidliv
before they are act; fagure to do so r
Temporary and Wnrrtanrerrt brat lnin roof
a are regtdred and can on" ft
and property and b the rttiaporns1610ty of the tvusa eractot:
•Study the contends of the goon Included on dedwry
:7Ytasesrrarstbesetard600edpadest�nbpramnitijtryGdare�pe•
TYu m a linust be set plumb and square
Do rrotlret bunks or stack of plywood, moat/ mabrlal of inT
ofhei nitrated krads on trusses, 9ds can cause cope
DO Ni3TSET TRUSSES USING THIS LAYOUT
USE LAYWT DELIVERED VMW TRUSSES To SET TRUSSES
CHAMBERS TRUSS INC
310b Oleander Avenue
Fort Pierre; Fidtida 3498zsm
800-01.5932
Fort Pierce T12.4651 12 Fax rnws"mi
Vero Beach TT2.669 2012 Strad 7rk=64=
The Architect's or Architect's representative's
"double check" of the contractoe.
The contractor shall remain responsible
for checking field measurements and
Ajunoo alonj
other construction criteria. Architect's `
iS approval covers general roof shape,
As
review of truss strapping, and loading on
�+t �1p structure from g
h.1�NN V
vity and uplift loads and
c/r"t their re p
dive to cat'
inns.
Approved By:
Date:
r "t " Braden 8 Braden A.I.A. P.A.
-�,-' g�
.%NTRACT®R
92-0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
'o �
m
Loading in PSF Roof R.D.L.
Top Chord Live 20
Top Chord Dead 7 42
w o
Bottom Chord Live 10 Non -Concurrent
o c
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 1.25
Wind Speed 165mph
0
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
~
Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
W
H
Q
GARAGE RIGHT �
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
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 BT--1f4L/c/r%j'
Date:0424/12 Revised:10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INMALS EACH PAGE
M11323 -7V?53
61 001F Ise-