HomeMy WebLinkAboutTRUSS DRAWINGA=LIFE SAFETY WARNING
This syrnbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO 13E SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
7ASTENED TOGETHER PER ENGINEERIN(
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A& IF MULTIPLE PLY.
F19
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30'BY THE PEAK.
I CONSULT BCSI 1
30' Spanlror less Aj 30' to 60' Span A&
�60 deg ees Sprea r Bar
or less r �? —
4-112 10
14 L�ne span approx.
RFFER TO BCSI
Truss must be set this way if crone used.
Truii, i � . � ., 1�. ,u, tru�� .y r.t ni
isst crcnq Operator %ets truss this way,
— Approx 2/3 to ..
Linge 1/2 of Spon
REFER TO BCSI
uss; must be set this way if crone used.
This is on example. truss may not match
Insist crone operator sets truss this wo/
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
AL are installed. A
,iii 1 l " uiii " K=> I Ill F=ZZ Ill <=> --F— I �_
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSE-S
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.
U REPRESENTS A HANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
'Nails must be as
shi Guide tairs c
Dome angle nails.
SEAT PLATES BY CHAMBERS
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
12
4.00 F__
IN
;�: �
Cry upset=114" heel=3 15/16.
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8`1
TYPICAL END DETAIL
12
4.00
to 2.00 8-1-
1 0 -
n 12
upset=1/4" hei 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
CnA
ARRANGE WITH rxt,%NE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17'- 23'IN LENGTH
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
1_=1 A
GArq%1AGE LEFT
GARAGE RIGHT
The Architactts, or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shelf 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 9 itY and uplift loads and
their r tive I oca9bn)/
Approvt,d
Date
.. :, FABRICATION AGREEMENT-
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The buyer be reepormi for additional ddmy , I Clurnbers Then hoe ID nKWw
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quyiii resporwas to chombeen; Trui fortialieling onto due to allectindillons.
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. 11" for lit event of psymert not ftely inuedle. 11-112 %.per month wr4oie
libentle will be added formill rums not pddv" twei
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of Cleerpteene Tinive oftrg*V credit for thelt I go undwellillned
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0=1W event of linly litigetim weaeming th agreetooK an bum limillshed hielloundler
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For Careeludion Milo Matial Pleft Connected W�ood Tman
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DATEP�
XMEED�
FOR
trusses must be tittiftned togelfier per englineeft
befolietiley are *4 fall1lure to do so can r"uttlIn roof collepillie.
Temporary and pennamnit bracing are required and ow SM UN
end properily end Is the rvisi;!� of 00 truse erector.
contenft of the Worinufloci padii Included on delliftry
before "tiling buss6c
..Tneemantudbeeduld' Pideop 16voyart"&*nNigit,
Trimse illnust be ad phunb and SqUpm
00 "ofilliet bunb or itiack of pbvood, woo" nuderIIIIIIII Or OW
ical'"idirs load* onintions, thills can �ause
-.1 DO-NOTSET TRUSSES USING THIS LAYOUT
..-USE LAYOUT DELIIII W17H TRUSSES TO 3ET TRUSSES
CHAMBEIRSTRUSSINIC
Flort'Plercill Fildrida 30ri-i
800-551-5932
Fod Pierce TT240i Fu TX�4"11
%P. Aneunh - 772JMS.2012 stund in4alliii=
92-0/93.2 MIUX 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
SAINT LUCIE COUNTY
Wind Design Criteria
ASCE 7_2010
Wind Design Method
MWFRSIG-C hybrid Wind ASCE
Roofing material
Shingle or Shake
0
Loading in PSF
Roof R.D.L.
Top Chord Live
20
.5
Top Chord Dead
7 4.2
M
.2�
Bottom Chord Live
Bottom Chord
10 Non -Concurrent
E
Dead
10 3
TOTAL Load
37 7.2
10
Duration Factor
1.25
0
Wind Speed
165ni
2
0
C>5%
—
Top Chord C.B.
Sheeting by builder.
to
Bottom Chord C.B.
Sheeting by builder.
Highest Mean Height
14"1
C.)
Building Type
ENCLOSED
Building Category
ll:Non Resbictive
Exposure Category
C
Barrier Island
No
COnfbnm to FBC 2017
W
W
13 TRUSS DRAWINGS ARE ATTACHED TO I LAYOUT
Verify DESIGN CRITERIA shown above with ft
building department and Our engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: MI 1323
Scale: 1/4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By-_
Date: 04/24/12 Revised: 02al/18
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62"GRAND CARLTON III
PAGE 1 of I CUSTOMER INITIALS EACH PAGE —75 3c'�
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