HomeMy WebLinkAboutTruss Layout - RoyaleA=LIFE SAFETY WARNING
This symbol identities Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGIN G NOTE
4'L TRLJSSES APE TO 13E SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
s
n!
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. 0
30' Span or less
�60 degrees
or less
�1/2 `
T
da Line Sparl approx,
REFER TO BCSI
truss must he set this way if crane used -
Truss s on example, your truss may not ma[ch-
Insist crane operator sets truss this woy-
30' to 60' Span
t'og ,.._ Approx 2/3 to _�
Lille 1 /2 of Spun
REFER TO BCSI
ass must be set this way if crone 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
are installed. A
AI F2 HAI'V C7L11=--=FZ "aT1=
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 A1C DESIGN REQUIREMENTS.
CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR.
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
Carrying Girder
Nails must be as
shown. Guide tabs of
Dome angle nails.
Truss
HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT 71
77,
q12
CORNER JACKS
ARE MI RE EIEI7.
SEE STANDAPA
U W
EWINEEPINO
�
ON
0
Fl
r
24' o.C- rHRU
CORNER JACKS - t
ONLY 24' Lr'118"
r..---�.—
CORNER DETAIL_
OVERHANGS NOT SHOWN FOR CLARITY
SEAT PLATES BY CHAMBERS
!' INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 1
8'-1"
heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
BEARING HEIGHT 8'-1"
TYPICAL END DETAIL
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24'IN LENGTH
A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT'
TRUSSES CANNOT 49 STAIMD UNTIL THIS AGREEMENT IS SIGNED 3 RMRNEA
The legal description of the property where the trusses will be Installed is;
1'.-Trussee wig be made In strict eceordance with this truss placement diagram tgOL
whkh-is the sale authority for delermIning. successful fabricailoq of the trusses.
2. All dlmenslons In this layout have bean "11ed by the undersigned,
.3. Unlads wMan notice is provided by oertMed mail to Chambers Trues within len (11
days 0 delivery the undersigned agrees that no baekclarges will he allowed.•In the ever
such written notka Is furnished Chambers Truss shall have three (3) bu&w" days in whirl
to begin repairs roquiredI or to subslitt{ta athatbusses, er Chambers optl m •
4. The undersigned acknowledges recerpt of "BCSI 1Z3" summary sheet by TRI & WTCA.
S. Delivery kt to job site, It Is the btryer+a'reaponsiblllty fe make the job Bite suitable fa
delivery. Chambers Truss has the sale authority to det=4t, the suiYahfAty of the Job site al t
pc3ril an of the }ph site far delivery. Chsmbers Truss will he responsible for dump delivery only
The buyer' !s responsible for additional deilm-1 expanses if Chambers Truss has to redallve
because job site Is riot prepared for delhrory or buyer Is not prepared for doWery of trusses
Buyer le responsible to Chambers Truss for towing costs due to all& condltlons.
6. Prke as shown lq paragraph 7 below Is subject to change 9 any changes are. made lli
Ni. liyok A $60 per hour fee for revisiorts maybe charged by Chambers Truss, '
. 7; This• is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If ns
agreement a reasonable price. Invoice will be made on delivery and paid within tens of nei
on delivery. Invoice may -be made at scheduled data"af delivery if buyer cannot aocept
doAvevy of fabrlCatad trusses. The undersigned agrees to pay Cham6ers,Truss reasonable
Shorn fee far coltee3bria In event of payment not timely made, 1-1r2 % per month selvjcs
charge will be added for all sums not patd'within terms.
8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein.
qAn oonalderation of Chambers Truss extend4V credit for this material the undersigned
urroarrdldonally guarantees payment when due of any and all Indebtedness owed to
Chambers Truss by any entity recelving material and the undersigned agrees to pay such
Indebtedness lnclr�ing attpmeys leas, If default in payment for material be made by the
reciplant.
'10. In the event of any litigation ooncaming this agreement, the UnIs fumished hereundgr
or payments referred to herein, the, parties Ogres that the sole venue for any such action Wa
be Saint hrrcle County, Florida.
11. Design responsiblMes are per'"Natlonatl Standard And Re'Cammended Guidellnes On i
Rasponsibfiltles For Construction Using Metal Plate Connected Wood Trusses
ANSIIrPlr1'W 4 - 20=-
DATED _
SIGNED ,
FCiR_ TITLE '
Aspreadwbarmaybemgt*wiper"SC'a I-j=tepmvwttkiwi&darrraga•
Multiple ply trusses must be fastened together per engineering
-before they are set; failure to do so can result -In roof collapse. .
Temporary and permanent bracing are required and can save life
and prop" and Is this reiponslblllty of the truss erector.
Study the conteab of the Information packet Included on delivery
before setting trusses.
-Thworn mustbeseiand braced perdaslgn ip preMltfnjUFy& din2ge.
Trusses must be set plumb and square
Do no# set bunks or stack of plywood, roofing material or any
Other;gificentrated loads an trusses, this can cause colfapae.
DO- NOT SET TRUSSES USING THIS LAYOUT
USE LAYOUT RELWERED WITH TRUSSES To SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander AVenue
Fort Plerce; Florida 34982-6423
800-551-5932
Fort Pierce 772 48S-2D12 Fax 772-dM-871 i
Vero 13"ch 772-369 2012 Stuart 772-286-3302
IlTrrw. ^UARaracaQTCI1CSt; M.111i '.
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double chests" of the contractor.
The contractor shall remain responsible
for checking field measurements and
other construction criteria. Architect's
approval ravers general roof shape,
review of truss strapping, and loading on
structure from gravity and uplift loads and
their rasp ve locations.
Approved By: 3-23-21
Date: _ --
Braden raden A.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 7-2010
>
p
'Wind Design Method
MWFRSIC-C hybrid Wind ASCE 7-10
Roofing Material
Metal Roof
o
Loading in PSF
Roof R.D.L.
Top Chord Live
20
a
c
— Top Chord Dead
7 4.2
yBottom
Chord Live
1 ❑ Non -Concurrent
Bottom Chord Dead
10 3
�?
TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
165mph
v
Top Chord C.B.
Sheeting by builder.
Bottom Chord G.B.
Sheeting by builder.
Highest Mean Height
12'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
R.D.L.=Restraining Dead Load C.B.=Continuous Bracing
Verity DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
L.L
vJ
Q
G
27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Chambers Truss Inc. Drawing Name: M11324
Scale: 114 = 1'
83 total trusses, 27 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date: 07/19/12 Revised: 03/21/18
FOR Revised: 3/05/2020
WYNNE BUILDING CORP.
DESCRIPTION:
ROYALE
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
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