HomeMy WebLinkAboutTruss DrawingA=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'-0: ON CENTER
EXGEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
I Ai IF MULTIPLE PLY.
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span I or less A 30' to 60' Span A
0 degrees Spree er Bar
or less
0 )12 —► 1
r 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.
)silt crane operator sets truss this way.
troy �_Approx 2/3 to
Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crone 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
A are installed. . A
AIR HANE:>LIll FzZlb 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.
For Truss -to TrussCarrying Girder_ _
Connections see r� �''
hanger/connector ails must be as
dawn. Guide tabs o
schedule in engineering Dome angle nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
12
4.00 I—
• �� ll
t 34
upset=1/4" heel=3 15/16"
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 SHIPPED 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' - 24' IN LENGTH o I A
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L
15'-3" 19'-9' t
L 1 _• C �
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ATRTED N" WEBS AT CENTER
W/9' B.C. PANNEL LOAD W/ (2)
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dbm zkfeebroas.amn.bavertdpeytt ra tmayaaae 1-112%pxteonm■gda■
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beSslnt kbcb Caugr, Florida. _
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= Muldple ply trusses must be fastened togiflwr per englnasdng
before they are set; failure to do so can resukln roof coMpla.
TOMPOMW and Permanent bmcog are ngWred and can save We
and properily and b the responsibility of the nuns atacor.
Study ft consents of the Infomiatton Packet Inetaded on delivery
before satttng trusses.
•.11annmstbeaetardbracedt>_deetgntiipwortljuy8dertaga.
Trusses; muart be act plumb and mpmm
Do not"t bunks or slack of plywood, ►oo" material Or any
Othw ednCenbaied loads on trusses, Eds can cause collapaa
DO NOT SET TRUSSES USING THIS LAYOUT
use LAYOUT DELIVEm watt T1wssEs To st y TRUssEs
CHAMBERS TRUSS INC
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3105 Oleander Aiiiinue
Fort Marc* FIddda 34OU-N"
800-551-5932
Ftxt F%MO
712-4e6-M2 Fax 7T?rde6-s717
Vero Heaeh
77Z-¢�2 stuart 7T?r28g,3sg2 '
rc nfect•S or ArchitetC t'^f'epre�QO.t�tiyr.:S� _
aPiirova! is NOT
'aauhle
a
stick k.Thnt the contractor,
e contractor shall remain
-
res
for checking field measurem possible
other construction criteria. ents and
approval covers Architect's
review Of truss general roof shape,
Strapping and loading on
structure from gravity y and uplift loads and
their re
p tive loca'yons.
•
Approved By:
Date:
Braden $ Braden q.I.A. P.A.
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
S
Loading in PSF
Roof R.D.L.
_
Top Chord Live
20
Top Chord Dead
7 4.2
�I°, I
o
Bottom Chord Live
10 Non -Concurrent
c — —
Bottom Chord Dead
10 3
�I
TOTAL Load
37 7.2
m
c I
Duration Factor
1.25
cc ;D
Wind Speed
165mph
r
Top Chord C.B.
Sheeting by builder.
.c m
Bottom Chord C.B.
Sheeting by builder.
~�
Highest Mean Height
15'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
K.U.L.=Kestrainlnp Dead Load C.B.=Conflnuous
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildino Desi ner and/or Enalneer of Record.
N Chambers Truss Inc. Drawing Name: M11392
IL Scale: 1 /4 = 1'
W82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:-,.e—&
Date:10107115 Revised:10/15/15
/1 FOR
14r4w I 6'�" I i .-' _ _ 14�-4" 6'4" v� WYNNE BUILDING CORP.
INDICATES LOAD BEARING
REQUIRED BY TRUSSESe�i M 14-a DESCRIPTION:
SUPPLIED BY BUILE)ER / CLOUZSED AREAS ARE OF ��
ABOVE FIAT A NISHED ED F�OOR PORCH RIGHT , SPECIAL CONCERN & MUST BE ; PORCH LEFT 71' CARLTON 3BED REAR PORCH
CHECKED CAREFULLY &MAY
INDICATE DEVIATION FROM PAGE I of I CUSTOMM INITULLS EACH PAGE
1 �__��
PLANS...- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 7`f`�ay
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