HomeMy WebLinkAboutTRUSS DRAWING=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY.
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorT�shown.be as
de tabs o
schedule in engineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
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=3 15/16"
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'-0"
ABOVE FINISHED FLOOR
TRUSSI=r—CR
THE FIRST MODEL_ SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORL
TRUSSES
ARE BUILT FOR THAT MODEL.
A
ARANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF
18'- 24'
IN LENGTH
--
E not stand on trusses until they are braced per BCSI & properly nailed to straps &
hangers
°�a ,
5f,GING
NOTE
ALLJ55ES ARE
TO BE SET
2'-D: ON
CENTER
XCEPT AS
N07ED
UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES
ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR
ANY OTHER A/C REQUIREMENTS, T14IS 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. A
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101,40
10
"
oil
5'_
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.
INVEIRTED'V` WE13S AT CENTER
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50it POINT LOADS PER TRUSS FOR AHU
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GARAGE LEFT
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DONT LIFT TRUSSES
WITH SPANS LONGER THAN
XY BY THE PEAK.
CONSULT BCSj
BIMI==III�III�I�III�I�I�I®
Is Mom
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loll
INVERTED Y WEBS AT CENT CIR
Wl9' B.C. PANNEL LOAD W/ (2)
50e POINT LOADS PER TRUSS FOR A/FW
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FABRICATION AGREEMENT'
TRtOMCANNOT BESTARTQIUMRTHIS ApREllialeirrisnow &
RETURNED
The WWdewMbndp„g
al.powh. 210ft" swCMkoftil t:
The
L'. Tnwes wll.p�jq .,„b, wet INs bUN
wlichUOlswNwpgdlybrdelemiiq.gq � dplicattent S. -
. ZAIdMnaelataYrnbMtyoulhsrebaan lot wAbn rhib Y provHsd by MOW and b Chi r b�i Tnat `"I OW Z . days"of ddrry tM aderslprW epees flat no bmictwpN wa be dowel.-b the everw -
sube lin rldbe p h or to CAembas Tiup slsr Mre -see W deye In dedr - .. bbe h rapabs raptteQ or to an Ktnatee,a,CMmbesomit. -
4. The ardaslpred adatowYdpu redspt d'SC& t-0T
'0. Wlvwy Is to job tee, it N ere buyarY'ntpor , b nWw IM 1 �W wAO�bb�br . sentry. Chanbws Tom hs tla sots auehAyb deb m w era ■atbelydea job sb of ■ poreon sale job aft brdearery. Bole Tom wm b. nrpawdo fa danP ddvey any. .
The
ieibW Is tempo Mlenotpprffsopprrsor�edddMand ddmy �Ws IP Chanbn Tnao hs b rWaW.t
Suer fi reepaaEb b prrrr6.rs T �y or buyer M not preprwl for deevay of i n"L
0. Wloe p shwa h preegph 7 bebW b due b oli mndlltm, .
4ilaf�Ycul•A$'tieperthurfeobrterltbrle Gibe,a nbrNaptoon.made Ill
. 7: TNrb • Pl1RCW1AE ORDER ID CMnbom, hrChrnbsraTnna '
• rseeorieble Pie• Invoke VA be mode Tnas d the tun spread ML a ir
bn'ddvay. bwdos rMr-be made s adiW�ed tla4-bL dM 1W0 � d .
delrary a tatekated bate. The udregad -pace to pay Ownbem.Tloa mmumbb
- d, �beab'maalordttensnet �In ofO�tvAft WMIL mede.f•1!d76pertraid ler4m '
• 111... re or Bolt anywhere on Oft slwt eproenrrtbd to .
6� in aaraNsratlon a Chembeo Thin "Inav craft br nb msadtl the
urdeypad
rnoadli pwmdtes p"Meni when aw mob « rry and d baaWednsse awed b
Ind 4iChonlion; TAM ip eao�may. bye,, r detMd Yrrd ttr. m,eerelpred .psae b pi'.udr
PaYaari tar net0atr he male by the
'110. In go Brad a any eo"Ion acnMft Ws epwnsd, foal lYru UnI&W hraerder -
a ptryrrants Mrred b hwW% tka Paden spas 1M ne epla vaha ltrany ach aep- we
6 ;8f�t�� C�aanrb�. F�kdpdN WmMadaW S read And RegmmwWgd Gddekas On -
�' F4 "Cawudlm WMp MsaI Ph" Caracbd.Wood TnKm
q���bemq d;;;' �'t•OS'bptrmwdkiii 3tanulpa,.
Mu1tlp10 PIY fnuses must be fasbnsd together per englnee ft
befoes they are set; failure to do eo can refiTtldn roof edbpge.
Tanpora T turd p.nrurtent bracing are MWIMI and can save We
and Property and b fM rsPaF.g►mey of the true elector,
,St* the contents of the hdormaffon rltet Ind 4-
before muing tnn is ttttsd on tfe9very
..in.seam,etbesptant6weodPortiedp,fopre„s,ItY�,.yadp;,epa .
T� !nest be set phmb end equere
0o notset bunts oretsdc of Pk%"0 , roo8rq maarlel er WW
Outer colnuentrated loads on trusses, fhb Can cause
I?O NOT SET TRUSSES US/NQ THIS LAYOUT
•USE LAYOUT DELNERHD WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
�A-Nalh-
3105 Oleander Avenue
Fort Plerde; Florida 34982.6425
800-551-5932
Fort Pbrce 7r2•461162012
.Vero9each
Fax 772-465.8711
772-669-2012
gpT�
—
- ur-� ew.. nuaeeoW0Cfforutf r1n . .
:-,,ehitect's v: ;.;, r>reaentative'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
AI
SCANNED
structure from gravity and uplift loads and
iBYA�..•Lrw{,.
their re p ctive local on .
fq
1, f_{49!t3133'5 ." fa57r41
pprcved B
I
92.0/93.2 MITEK 4.2 ire
Braden 8 Braden A.I.A..A.
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
-�
Wind Design Criteria
ASCE 7-2010
Wind Design Method
MWFRS/C-C hybrid Wind ASCE 7-10
Roofing Material
Shingle or Shake
Loading in PSF
Roof R.D.L.
I Top Chord Live
20
®
w
Top Chord Dead
7 4.2
0
Bottom Chord Live
10 Non -Concurrent
w1
; I Bottom Chord Dead
10 3
S TOTAL Load
37 7.2
Duration Factor
1.25
Wind Speed
165mph
coo
o
Top Chord C.B.
Sheeting by builder.
a Bottom Chord C.B.
Sheeting by builder.
T,
Highest Mean Height
17-0"
-
L
Building Type
ENCLOSED
0
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2017
.A eA a1E�a::Y�ialrlh:f ee f:"rani :;.leA �}Ce!t; ri �Ifr'�`r�
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildin Des' ner and/or En loser of Record.
Chambers Truss Inc. Drawing Name: M11412
W Scale: 1 /4 =1'
73 total trusses, 18 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:
Date:11/14/16 Revised:04106118
U) FOR
I i
I 11'�"�_� 5'�• .' 15'-100 „ WYNNE DEVELOPMENT CORP.
C DESCRIPTION:
GARAGE RIGHT G STERLING 77!a9?
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11412 yl 1511 NMIHo i2eal
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