HomeMy WebLinkAboutTruss Drawing=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
30' Span or less & 30' to 60' Span
0 degrees Sprea er Bar
or less
1 2
F— _0 ag 4 Approx 2/3 to ..j.
T g Line span approx. tine 1/2 of Span
REFER TO BCSI REFER TO BCSI
Truss must be set this way If crane used.
Truss must be set this way if crane used. y
Trap ode an example, your truss may not match. This is an example, truss may not match.
Insist crane operator sets truss this way. Insist crane operator sets truss this way.
MULTIPLE PLY TRUSSES MUST BE
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
IF MULTIPLE PLY.
For Truss to Truss Carrying Girder
Connections see
hanger/connectorTDOZe
be as
de tabs o
schedule in engineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
12
4.00 I—
2 2.00
BYco
upset=1/4" heel=315/16"
- PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'
END DETAIL: TYPICAL VAULT
upset=1/4" heel=315/16"
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 8'-W
ABOVE FINISHED FLOOR
TRUSSES FOR T-IE FRST MODEL SHOULD BE SHIPPED Ai\\JD SUCCESSFUL�_Y SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL.
A ARRANGE 'NITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' 24' IN LENGTH
A Do not stanJ on trusses until they are braced per BCSI & properly nailed to straps & hangers
I
SPACING NDTE
ALL TRUSSES ARE TO BE 57
AT 2'-O: ON GEr TER
EXGEFT AS NOTED
AIFR HANE=0111 IE=F2 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 mu9t be in place
at indicated height before trusses
A are instated. AL
DONT LIFT TRUSSES
WITH
YSPANS LONGER
CONSULT3(BY THE PEAK.
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71
GARAGE LEFT
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INVERTED Y WEBS AT CENTER
W/9' B.C. PANNEL LOAD W/ (2)
509 POINT LOADS PER TRUSS FOR All
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FABRICATION AGREEMENT
:.. RuasES CANNOT 9E8rART LWM TM AOFMtM r hs B MW & RETUMM
Tot. bardan»t■aPabrwMathetwe. waataWsd OK:
ad aPssK ~
Tht:TtwMt wilt be � •ocadrta tom Qi 6wa placement dot kYpR
vAhlsaosaMadtodYlbrrbtarraotirq.stiocesebibbrlcW m«ttuVU M,
MAA dntemabm deja women n a+a bYWIA haw been vedlbd bytM aad«dPrtd. �,
oatlged attd to qumben Tnus wain ten
yye ddesty V0 tndwelPad apnea o Th ro delool etgw vti he6tYorW de In a e i
ntdo vwWo noaoe N orto� tttweae.In(�wtba�s�aVtfdn' � b w1Ydt
�67 "he u' denlptt' 'sd�edoaMed7ee led dbusem TsamwYW MTP1a WfOA.
'Q pefrely is to Job site. b k the buyda rMWnsbft b mdre are lab olio oasts br
' do=. Chambers Ttua toes fu role aulhaayb efeterretto aos saftabab «atelob olio ol• W
podowt lob sae yy IrCharrieas Thies has fed•Iker i
b�sestu�e'Jab ere raod�P "Wed for delivery or buyer le net prePmvd for dsavery «twse . .
Qeyer 4 teePaabM to Chwdm* Tmau br towiq eer4 due lo oft cmdaarM.
4 Pike M shown at PaaRWWo T below Is •ubJeol to olurtpW • soy changessre made ti
1* youl.A$50 Per hwurfee brreaMbrw may be draped by drmbas Tnps. .
T 1Ns-is ■ PURCKW ORDER 10Chanbas,Tntw Of On slim served to a it.
' jpsement a reasonable Pia• nvobe we be made on eeaaanr and Wild within tames or -
un doleay. invoke may. be made at sdtefibd date M dervey a buyer oetnat 60=9 ,
deavaY «fabrlwled twos. The aadadPled egress to WY tXlmlbeaa-TRua moonaW
altmt'sy+W tee for eoaadbau In event of pryment notfmaly made.,-,2 %PWr manor aaltdoe
we be added for d rune not WldvaltMtemn.
nt.
L ortdaek anywhere on th sheet asruOpiM apeanerf b ell a mu Melt.
19,11111 t ora.tdadbn «Chambers Torus aderdnD aedl Tar acts mt taw undersigned
0"•a by.s" enter �lal uto : d 00 arederdptaand 14 nd b P a+dbi
tatirtdtaW ThiM by.my amlq' log fa hop - -
,p�btadrusa trAtdrq agorfays tem a damn In psyrtoaa far nuledd to male by tars - -`
y1° the Wert «an, migatiolon romcerfoloo aft ogmmwo, the bar" taNehed lva*u dar
or pWOu t rafemsd ID Wall ate DWAM WPM food to sple vow 6tr any such agora will be tiara {•ads Colui Fkdda
,,. Design msPm$MM am t>a' standard Arid Ileticmmatded crfaratea on -
y;po,ubatles ForCadAmdort tlettp MeW Plods coraecled.NbodTnKMs
ANSVfPUWrCA4.2001-
IhONED _
TRt F
p>�pt�derbarnWb®por"BCS1 wb pteffnca juybdsnfea�
= JlAultlpla ply trusses must be fastened be per engineering
before they are set, failure to do so can Tei,dtln roof tmllapie.
Temporary and p•nnanent bracing are reW and an tin gfe
and property and b the tasptmslb1111Y of the tnhss erects: -.
Sfndy tar• conterifs of the thenpagiort Included on degvery 1
'ryueeeamustbeaotmdhraeadp�deaTpnbpefeldHuYLdaiupe. "
Tnnses must be set pkmlb and s4uare
Do riot`get burlb or amok of plyafoodio
roofing trl111110 l or all
'othei cdncontrabd loads on trtwses, farts can ease coUaptMr.
DO- NOT Sj...SES TRUSUSING THIS LAYOUT _
USE IAIYOUT 11VITH TRUSSES TO SET TRUSSES l
CHAMBERS TRUSS INC
3105 oleander Avenue
Fort -Pierce; Fiorida 34982-6423
800-01-5932 -ass sr11
Fort Pierce Trkti; i=12 Fax 2 ,
' `Fore - T/Z"668�012 The ArchJ3� p --�reprebentative'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
structure Frain gravity and uplift loads and
their re active locations.
92.0/93.2 MIIEK 4.2 Approved By
�D�,ESIGN CRITERIA Dle,----
Cou SAINT LUCIE den Braden A.LA. P.A.
Building Department ST LUCIE COUNTY
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 4.2
Bottom Chord Live 10 Non -Concurrent
Bottom Chord Dead 10 3
TOTAL Load 37 72
Duration Factor 1.25
Wind Speed 165(nph
Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by bulkier.
Highest Mean Height 17-W
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
:e eAaC:( 71 Y.I'. tt-tblW: �TelrrirlM:��pTt.'7 :'T"
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Building Designer and/or Engineer of Record.
Chambers Tntss Inc. Drawing Name: M11412
W Scale: 1 /4 = 1'
73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By-_&jqo»
r �1 Date:11/14/16 Revised: 05/10/17
�,/ ) FOR
11• ' mot• ' tee• ' 15'-,0•-,0� WYNNE DEVELOPMENT CORP.
DESCRIPTION:
GARAGE RIGHT CARLTON 299 -7 WO 5
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 r�
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