HomeMy WebLinkAboutBuilding plans, pg 6This
IFE SAFETY WARNING
iol identifies Life Safety Warnings that should be read
:ial attention by all persons installing trusses.
5PAGING NOT
ALL TRUSSES ARE TO BE SET
AT 2.-0ON CENTER
EXCEPT AS NOTED
ULTIPLE PLY TRUSSES MUST BE
A ENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
EW31NEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. All
K,
M
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
panlor less ® 30'to 60' Span A
\rho degrees Spreader Bar
or less
1/2 _ �og �_ APProx 2/3 to --Ill
span opprox. Line 1/2 or span
FER 1) CAI REFER TO BCSI
Truss mo b set tn; wcy d crone used- Truss must be set this way it crone used.
rmss �s c vie, y<,�� �� =may poi maim This is an example, truss may not match.
's rt cre. e �, _.otor sets truss th s way. 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
F-1ANDI_IE-R NGTI[-7—=
SS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
R NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
A 4Y OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLIC71
TH BUILDING CODE AND A/C DESIGN REQUIREMENTS.
7 )P SULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
U FEPFESENTS A RANGER
Carrying Girder
r Truss to Truss
Connections see
I'anger/connectorYNalismustbess
s
dule in engineeringe
de tabs o
nails.
package.
Carried Truss
MITIT TUMI "
1e7
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F--
It{il
upset=1/4" heel=315/16"
PLUMB CUT END
111
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F—
2.0012
upset=1/4" heel=3 15/16"
PLUMB CUT END
1 2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
1k Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
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•:=D WfSETTRUSSESLAM 7MLIFYOUr
'118euY0lfroll.IVIMV ll7lRiaose 103111 sivionow
CHAMBERS TRUSS INC
3105 Obander Avenue
Fort PbrCar Fk*lda 349824W2,1
800.551 sai
Fort PON 7T!-dQ6-i Pi 7114664RIll
u] drahitect'y pr Architect's represel
Shop ri vv'"I approval is NOT,
"Iouhle check" e1 the_Contracto
The crrld'act., shill remain respon.
,Of checking field measurements x
other cnnsvuc liun criteria. Archite
approval covers general roof shap review fit truss strapping, and loadin
structure Irim 5ra v' and uplift toad:
their resis ct v locations
Approved By
92.0/93.2 Mno( 4.2 Date'
Dra�en 6 Braden A,I.A. P.A.
DESIGN CRITERIA
-- County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
s Roofing Material Shingle or Shake
T _ Loading in PSF Roof R.D.L.
t„ �1 Top Chord Live 20
C,I o I Top Chord Dead 7
42
o Bottom Chord Live 10 Non -Concurrent
o Bottom Chord Dead 10 3
W ,0 c - TOTAL Load 37 72
2 �. Duration Factor 1.25
2 Wind Speed 165mph
w w Top Chord C.B. Sheeting by builder.
F Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 1'""
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 Misses,13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:_.gle 7v/7/.y—
Date:04/24/12 Revised:10/07115
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INMALS EACH PAGE
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
M 11323 , Vk�
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