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A=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
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERIN
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY. Ail
A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less & 30' to 60' Span
0 degrees Sprea er Bar
or less
'I— 1 /2 —►
i g Line span approx.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is an example, your truss may not match.
isist crane operator sets truss this way.
I.
g �_Approx 2/3 to --ill.Line 1/2 of Span
REFER TO BCSI
iss must be set this way if crane used.
This is on example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
® are installed.
A I F2 H A" E:> IL IE= F Z N E T IE=
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 Truss —
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
as
:tabs
tails.
SEAT PLATES BY CHAMBERS
Poo
'
r:
e• e
ME . .
upset=1/4" heel=3 15/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=l/4" heel=315/160
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFLLLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR T-IAT MODEL. _
® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH
L1 Do not Stand on trusses• ' !�
I�
until they are braced per BCSI & properly nailed to straps & hangers
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FABRICATION AGREEMENT*
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Muttipb ply busses must be fastened togWear per emglrrsedng
before 9»y are set; failure to do so can result In roof cotlapoe.
Temporary and permanent bracing are required and can saes 811a
and property and b file reapo"1111fy of the trues erector.
Study the contents of the hdbn adon packet Included on de8very
before setting to =6& .
7"mmustbasetandbracadil t&4pbpleiientHtrYSdinaga•
Tkneele must be aft pkanb and equ,are
Do not3ret bunks or stack of plywood, rooting matarlal or any
'oMai rrtsdted loads on trusses, thb can cause coRaptle.
DO -NOT SET TRUSSES USING THE NyOUT
.: •uSE LAYtWr DEINERED WITH TRUSSES 7o SET TRUSSES
L tHAlYlt:5tK5 I KUSb' ING
3105 Oleander Avenue
Fert•Pler* Flddda 34982-6423
800.551.5932
Fort Pbrce 7r2.466.2012 Fax 772-466.8711
Vero Such - M-GOM12 Stuart 772-286-3= '
Architect's or Architect's representatire.:y._
shop drawing approval is NOT a _
"double check" of the contractor•
The contractor shall remain responsible
for checking field measurements and
Other construction criteria, Architect's
approval covers general roof shape,
review of truss strapping, and loading oe
structure fro*grl'tY and uplift IgaUs and
theire locations•
APProved By.6-7-1
Date:
Braden & Braden A.I.A. A
92-0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASIDE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
0 « Loading in PSF Roof R.D.L.
Top Chord Live 20
�I 0 I Top Chord Dead 7 4.2
Bottom Chord Live 10 Non -Concurrent
c — Bottom Chord Dead 10 3
q 'o I TOTAL Load 37 7.2
m Duration Factor 1.25
m Wind Speed 165mph
w Top Chord C.B. Sheeting by builder.
t 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
R.D.L =Resbaini Dead Load C.B =Continuous Bmci
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
R, lieldina Designer and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11392
Scale: 1 /4 = 1'
W82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_,jek /4/
Date: 10/07/15 Revised:10/15/15
FOR 14'4" 6'�" 14'4• ' ' _ ' ' WYNNE BUILDING CORP.
INDICATES LOAD BEARING -- �--�` yam— 14-4 g•-q• 14'.4• I
REQUIRED BY TRUSSES �' aJ M Q DESCRIPTION:
SUPPLIED HEIGHT BUILDER i' CLOUZSED AREAS ARE OF PORCH
ABOVINISHE FL PORCH RIGHT SPECIAL CONCERN & MUST BE t LEFT
ABOVE FINISHED FLOOR � CHECKED CAREFULLY &MAY � 71' CARLTON 3BED REAR PORCH
t INDICATE DEVIATION FROM ,� PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
�%--PLANS., ,�,_-,- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 -7yy-s
41
iVLRTED •V• WEBS AT CENTER
W/B' B.C. PANNEL LOAD W/ (21