HomeMy WebLinkAboutTRUSS & DRAWINGA=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGING NOTE
ALL TRUSSES ARE TO DE SET
AT 2'-0- ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY. A
n!
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less A& 30' to 60' Span
0 degrees Spreader Bar
or less
4-1/2 —► r
T 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.
Insist crone operator sets truss this way.
ka _ Approx 2/3 to _♦
Line 1/2 of Span
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. rL
A I FR H A N C> I— F= R N 4--> -T F=
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.
U REFRESENTS A BANGER
For Truss to Truss
Connections see
hanger/connector
schedule in engineering
package.
-Carrying Girder
Nails must be as
shown. Guide tabs o
Dome angle nails.
Truss
SEAT PLATES BY CHAMBERS
R
u7
co
LO
co
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 1—
-I"
upset=1/4" hee1=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 I—/
12 2.00 8� --`—
" upset=1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
Ll
ARRANGE WITH CRANE 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
4'
-10 _ J 51-4" J 3'-4" J 91-6'
GARAGE LEFT
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FABRICATION AGREEMENT
MWSSES CAM = 9E STARTED WM 7M AvR&MpfT• is MGM a RrnnW o
'nw bec desc"m dft PoWty whoa dha truces *A be Installed I=
no undersigned adcrhowbdges and agrees:
1:-Tru" willbe nhsds In strld aocordwhco wlh Mk suss
pbcogrietdagm mod.whchhdo sob I forder**V.woceslbbdcaaon of#*meZ AN dmersbra In ft layout have been wuilled by She underslDned.
A Unll* s vnitten nodes Is provided by corned and b Chambers Tnus wllhtn ten 00)
days• d ddsery ffw Undwslpned tees #W no bndi hwQes vA b. dowed..ln the awrrt
such wrlten notloe to tunbhad Ghanhbers Tress shill have three ($) ass days in vhNch
6o be* n pales required, or b wbeflltl�a,linen frtasas, at Chamlbm o iti&-
4. The uhderal�ard scimmiedgas mall t of'BCS1 '1;X surnrwy sheet by TPI a VVTCA.
& oellrery b b job sits. k b tins buya�a'resporhablpy b mat the job alto auk" for
' calvary. Cinwnbers Taus law the sob aWsorky b determkne One sukablgty d lha job aka of a
T c'�"buyer b rs b &M f b sddltlonsl Tnus ell be rsaPorulbb for dump ddvery,rely.
because job stte b not e for
eel for �'y If Ctarnbers Thus has b ro deYver
StW Is responsible to Owabors Thus or b not txePalsd 1b+ delivery d tnusp.
io+winfi casts due b eke oorhdltlons,
0. Pike ss shown � paragraph 7 below b aubjec to dwlpe M arry dtarnges ars.nhsds Rj .
#6 nay'out. A SW per hour be for revkfons mey be charged by Chamber TnOC
.7. This -Is a PURCHASE ORDER to Chwnbera,Tnus of the sun agreed to, or r
igrasnherrt • roasaiade price. Invoice wM be made an delivery and Pold wftdn leans of
on
delvery. Irrvorce r,hy- b, made a scheduled date bt deivery It boyar cwrwt acospt
ddvorr of fabricated Ruses. The undersigned agrees to pay Chalnbes.TpM ressaraW
a$arhey's too for eolecibra In event of parnal not timely made. f-t!l % per month ew4ce
dha�rps ad for d wuns not pawhvIti n terra.
.nywtnwe on era :heat oonstlhhtes apreernerd to ai twma hora h.
p; In cons(deration d (lumbers Truss axterdMhg credit for 06 materiel the undorw9ned
uhcorWItIonaly guwantoes paymed when due of any and sl k"Iedneas owed to
tChimbem Truss by.say way recal ft maternal and the undanrlgned iprees b pajr such
Ind"drhess Ihaudng a�Qomeys fees, If debag In payment for rnatenal be made by n,e
11(k In the event of any Woqpn conc6rilft I" 1111171001MOrd, me purrs Iiindshed bwouhder
or pornor" Warred to herelh, that won agree that on sob Venue W any such acllon wall
be Saint Wide County. Fkdda.
11. Dsstptt reapaalhales aro W -Naflorid Standard And R6commended Gulddraa On
R F4 r Uslhp MM Plate Connected Wood Thaws
At�IiIMA- 2002-
r•OR
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•-Aspreadwbarmsybereg"per"6CS11.Wbprvmt6ftlry& 1 ;ga
Multiple ply trusses must be fastened bgetlier per efci I
Before they are set; fa(Itrre W do so can resuit.in roof col 4•
Temporary and permanent bracing are required and can am We '
and property and Is the responsibility of the truss erector.
-Study the consents of the Information padwt included on delivery
before setting truss6e. r'
..Yitr mmtjstbesetwdbr.�oediarbPmvwtk+YS
Trusses must be set plumb and square
Do not Stet bunks or stack of plywood, rooting material or any
other t dti+reriiraied loads on trusses, this can cause copapse. -
DO -NOT SET TRUSSES USING THIS LA-Y®UT'
uSE LAYOUT DeivvERED wrm TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort'Pler6% FI®rida 34982.5423
800-551-5932 -
Fort Plen aM-"6.4012 Fax 7714U-8711
Vero Beach 7-WS-2012 Stuart - 772-286-3= '
The Architect's or Architect's representative's
-•r- . - - sh-w•d—w►" 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 on
structure from gra and uplift loads and
their res ve IocAtions.
Approved
Date: _ _
I3ra even & Braden A.I.A. P.A.
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
County SAINT LUCIE
Building Department SAINT LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
o+ — Loading in PSF Roof R.D.L.
cc
Top Chord Live 20
a 2 Top Chord Dead 7 4.2
r o Bottom Chord Love 10 Non -Concurrent
a Bottom Chord Dead 10 3
® TOTAL Load 37 7.2
cI Duration Factor 1.25
m > Wind Speed 165mph
v Top Chore! C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
v Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L.=Restrainin Dead Load C.B.=Continuous Bracy
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
GAF;ZAGE RIGHT
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:
Date: 04/24/12 Revised: 10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' GRAND CARLTON III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE `7 ��SD
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