HomeMy WebLinkAbouttruss DrawingHie Ccniy
A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
ASTENED TOGETHER PER ENGINEERI
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMII
IF MULTIPLE PLY.
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTDEZ
heas
de tabs o
schedule in engineeringe nails.
package.
Carried Truss
----------------
SEAT PLATES BY CHAMBERS
12
4.00 I—
upset--1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upseY-1/4" heel=315116"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
TYPICAL END DETAIL
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF &I
ABOVE FINISHED FLOOR
TRUSSES FOR THE
,R
FIRST MODEL
SHOULD BE SHIPPED
AND
SUCCESSFULLY
SET BEFORE ANY
MORE
TRUSSES ARE BUILT FOR THAT MODEL.
A ANGE
WIT
AR H CRANE OPERATOR IN ADVANCE FOR A SPREAIDER BAR OF 18 - 24v IN LENGTH
A Duo not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers ,o - - ----/
,' INDIt✓AT��
SPACING N9TE
ALL TRUSSE5 ARE TO BE 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
AIR HANI�I_ER 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.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
A are installed.
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INVERTED -%r WEBS AT CENTER
Wig B.C. PANNEL .•.
50# POINT LOADS PIER TRUSS FOR &M
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5'-4" I 1-4"
GARAGE LEFT
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
pro,
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f I I 1
1' I -4" I -4" I 15r-10, r
FABRICATION AGREEMENT' y
'Tams cannon tb sTartr®tntTa.Tws ao�r�a>+�•n a rtemntteo .
Met bat deam"on areas property whom OMB Von" MO be bwtdad b;
The wdaslpMad.daanMedges and SWOM
f.,Trotees vN be merle In Old eccordence MOM Ob bus pbarned dlagran layer4
vrHdMbOwlobWOadgrbrdsbr **V-e"mUraMledondot6uxm.
ZAI dbnerwkrMa n Ois byou hews beanvaeaed by to w dwob cL
.9. tJrtsis vwlOerM raga b prvslded by arOOs� awl b CtMsrlbers Trcea MINI tss NO)
days' d deMtry ft Maderalprd serves Oat no bedeclMergm vMa be seowsd..n to
araiM wrOtra erollcs b IYmbtesd Casabas Tags earl how Ones M , drys In MMkh -
b aeon mpdm rpldrad, ab erbaat4a oOwtalum. at Owmben opliffiv
OBCSI ti ,.v teals. n IsusebuYsr �w etboer b rtrb In Job do sulwblle for
peu�wipb alb b rid praparsd fx daNwy or bMeyar b not
prepared tar ddwy oli btwsm.
puy.rb eesporMebM b Charrbses TnW bri ssYg aab rice b alb a change
0. pros A dawn ape w a y bo d bychanges we.mads 91 .
rLPL
7; b PURCHASE ORDER b Clwmbae.Tnm of Ms Win speed E4 err If
i'epannaK a reasonable price. Invoke, Mr be made on delivery sod perk MWn bmu d
bn ddwMry. Invoke maybe nude at adwAdsd dab be detMry O buyer anal aI
delivery of bbriceted ease. The udoro%PW apses to pay cwbers.Trias facmiNd ,
ehonM'syh a forcaBodbmnvvwdofpwprwde. dnot&n*nol412%ermam p
. quips Mvab added for d sums not peldoift bars.
. L MWIOea arWtlab wMywhas an Oft duet ararf sass epasmaito d fare" fe"I
$k,- n aeuldeutfon of Chrnbers Thns edandi g sad for Wills material the a dsNgnsd
rapgdtloruOy tpuraldess payment MMen der of srW earl d MebbdrMssa owed b
Chwnbsn Taw by.any GN recehbg r"terW and Ow raMdaralplad epees /o Pay such
MdebisAwsa y dioding agalwye fees, O dell" In payment for rrrtaeli be coeds by do
yes 0.I � Ou samd of MY Otlpation concerning Oft puemert, du Uw NNstud bansu der
or paeaeda esbresd b fwuh the. pares epm Out t o side verses for any such .akrM will a 8eW tads Coulry, Fkrlda.
N. DatP.M aapwwmaOm am par"NsftW Standard And FCOSxm riled Guidelines On .
Re;porMsO>dtle. PorcerldnrakrM tbtg Metal plats Connected WoodTnwaa
ANSVrPOyyrCA4-201E-' '' _ .'
SiGNED
r•OR
..Aapfeadwbgrm;rbefe"Wpor'EMI9 r'bpwMtkW&dattapa
Mutdple ply trusses must be fastened iopetlwr per engbwe ft
before they are sale failure to do so can reel tin roof colbpq&
Temporary and qu
permanent tracing are mbed and can saw Us
end property and b the nia;Tn ibli ty of the truss erector. ..
.Study the contents of the bftexmstlon paedtet Included on detivery
before 59111 g tn>ds8s.
Tnasesmistbesdardbtacedpardgsl�ttopreyettttjt+Y&da►raga -
Tnsses trust be set plumb and square
Do rioEset burls or stack of plywood, 1100I materld or any
'other cdritle bated loads on trews, fhb can exuss collapse.
DO' NDT SET TRUSSES USING THIS LAYOUT _
-USELAYOUT DELIVERED Whit TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3105 Oleander Aiienua
Fort Plerd% Florida S4A82�6423
800.561-5932
FortPlerce 712.4ti6-2012 Fax 772-48C.8711
77Z�86 3s02 '
Vero Beach 12 Stuart
The Architect's or Architect's representative's
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 on
92-0/93-2 MITD( 4.2 structure from gravity and uplift loads and
DESIGN CRITERIA their respsictive locations.
County SAINT LOCI) 6--7-117
Building Department ST LUCIE001i1*1fden A.I.A. P.A. --
Wind Design Criteria ASCE 7-2010
Wind Design Method Main Wind Force Resisting
Roofing Material Shingle or Shake
Loading in PSF Roof R.D.L,
Top Chord Live 20
Top Chord Dead 7 42
Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 10 3
TOTAL Load 37 7.2
Duration Factor 125
Wind Speed 165rmph
Top Chord C.B. Sheeting by bulkier.
Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 1z-W
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L=ReSIraWWW Dead toad C.B.=Contirafous Brilicing
Verify DESIGN CRITERIA shown above with -the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Enclineer of Record.
Chambers Truss Inc. Drawing Name: M11412
W Scale: 1/4 =1'
73 total busses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By: 1C _d.,I
U) Date:11/14/16 Revised:05110117
.FOR
WYNNE DEVELOPMENT CORP.
GARAGE R I G H KIP TI CON:
T CARLTON 299 -74go�
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 ,a