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 BE 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
1.9
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
30' Span or less & 30' to 60' Span A
0 degrees Sprea er Bar
or less
1 /2 0
Tag Line span cpprox.
REFER TO BCSI
Truss must be set this way if crane used.
Truss is on example. your truss may not match.
nsist crane operator sets truss this way.
49g ♦_ Approx 2/3 to--*
Line 1/2 of Span
REFER TO BCSI
puss must be set this way if crone used.
This is an example, truss may not match.
Insist crone operator sets truss this way.
All load bearing walls, headers,
beams & lintels must be in place
at indicated height before trusses
AL are installed. A►
A I F� I----i A" 1L7 I— F= R N O T E
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 REPRESENTS A HANGER
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
INDICATES LOAD BEARING WALL
r-.'EQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F-
8'-1"
7 upset=1/4" heel=315/16"
PLUMB CUT END
1'
2 x 4 Top Chord
. WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 F--/
2 2.00 8
upset=1/4" heel =315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
Ll ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17'- 23'IN LENGTH
ii Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
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
structure from gravity and uplift loads and
their res ti a locations.
Approveal By:
Data:
FABRtCAT10N AGREEMENT-
and agraet
TI - T be aooadno� wdt e1N bws D�oan�lt daprstl taya�,
whfchb tfte sob atlQotb br detmtktkp.tploossslll tabk',Mf' of the trusses.
2 N Qmensil" In thk IrsIMA have bean verfbed by tat undara191 *
3. Weis "rum rot , is prwlded W owned atd Jo Cfwsbsrs Tnas allftfn tore n�
day; cf dertrery fM urxkn4 -d .volt MW no bedacfmu" w* to aRowa0.•In Fitt aMeaR
wdi ,Mn ndfca k Mi od amlibem Trequhned, or In =60111i" � h�sa ft"" obp"'r titlS ' � In w ch
to��
4. M. undersiprtsd ad..,WdW rtloNpt of -5=1.o r wm wy d" by TPI 3 WTOk
-ff. oalN«r Is to lob alt& It k fit buy- resporal6/Ib to retake ft lob ab «,talus for
6aiiii y. 0 nob. Truce has to soil atrlho* b ddwn* t On srrR9 ft of 1 * lob sits of a
't The �buytr b resporebw for addlItIlond dMmy ° piarmm It Clwnbsm Teas hu lo iedO '
bec.trst job tf k not p vpwW for dWkwy or btww Is not pttpo I for da9my or bus"ic .
jkW in mpon*b to Ctwabm Tnas for uw to costs due b offs ccnd IOM
d. pilot as shown h para{K•Ph 7 below k sttbjsd fo donge M any cimawn are. mtads k!
lkildebt,dilwa
ftEs. isyolrt A $ti0 Per hour fee for ravkfons may be dwged by Cfwabom Tnam '
-iiia teo otable pcfos. ktvoke wl1bt atadt deWtry and WW wlM1kt WIM of
bn dety - Imvoke MW. be made at schedubd dab bf dWM R buyer crtratot so p
�erjr of bbe,.Ud ktases. Mw wdersigrted sgreea b pay Ciwnbers-Titus moon" ,
aitomsys tbs for eoledkrls in wertt of payment not tkrtefy =do. I -In % per month ser4oe
dtaipe vrO be added for d slant not peldw" farms. 4
L Slprtsbaa or k"Ib W MAtere on elk dod oora hill" .�swne<i to d termu hereK
9• b cortsida vdm of Chambers Truss ubndkq c e& for auk trtsierbf the underslpntd
rutoortdpfortalY puarldW" payM t when due of wW and d Ittdebtdness awed b
Chan ore Truss by.say �y 19 nvWw of and the ratdorslprad agrees b p!y mch
ktdu*V &*m p ices. If defti t In payinwtt for ntaterfd be made by the
1 tlts evertt of arty liftsopn oor+joilini tD ffik alysarr>erti, the Remo Ilumtlshed hww der
or PaYmertta rtfernd to here%, the pw*0 @9" MA not :pb versa W sty ouch adlon wlR
be 1.fnt ►bd. Cotatbr, Fliwlda.
per Staatd.rd And Rebomme Aed Culdsh"s On
1. o••b!t resporul!>I�a -
Raiporlsb�fes For Cartabudfat L%ft Moat plat Coremcied Wood Trtasas
ANSVTp1ANT CA 4 - 2002 `•
1
Fnfi - TM ; -
..A$PvaierbarnWbe regtrt w per"BCS1 urb pmm tk jt+ybdltt>ape�
= MAuMple ply trusses must be fastened toget w per englueering
before they are wit fanurisiu do so can rteimain roof couspow
Tl�porary and permarfent bracing are required and can sage Qfe -
and properly and Is the r�esesponslbiptal of the trues etch r. w
Study the contents of the information pacW included on dell1wry
before setting trusses.
•..TKresesmttstbesetandbraoadp�deslgnbprerenti�uy8d�nr6'a , •.
Trusses must be a" plumb and square
Do notset bunks or stack of plywood. roofing Inaberia{ or any
ogler cdtibentrated loads on trusses, this can cause collapse -
DO NOT SET TRUSSES USING THIS LA-YOUT
-USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES
'CHAMMBERS TRUSS INC
10
3105 Oleander Avenue
Fort Pierce; Florlda 34982-6423
800- 551-5932
- Fort Plems M-M-W12 Fax M-465.8711
Vero Beach - 7 724MM-2012 Stuart ' M-286-= .
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
3
Roofing Material
Shingle or Shake
o —
Loading in PSF
Roof R.D.L.
Top Chord Live
20
o
Top Chord Dead
7 4.2
6
o
Bottom Chord Live
10 Non -Concurrent
c
_ —
Bottom Chord Dead
10 3
o
TOTAL Load
37 7.2
—
I
Duration Factor
1.25
i
>
Wind Speed
165mph
Top Chord C.B.
Sheeting by builder.
z
Bottom Chord C.B.
Sheeting by builder.
~ S
Highest Mean Height
14'-0"
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
L.L
v)
Q
GARAGE RIGHT �
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
" l/ 5'-4' L- 15'-
K.U.L.=KeSlralning Uead Load G.E3.=(Antinuous Brad
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildina Desiciner and/or Engineer of Record.
Chambers Truss Inc. Drawing Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:—Je-1—Clu/yrjr
Date: 04/24/12 Revised: 10/07/15
FOR CONCEALED FASTENERS OR ATTACNMENTs
°r I HE RESPONSIBILITY OF THE
DESCRIPTION: NT
VVYN N E BUILDING CO RP,,�MCTflR OF RECORD
62' G RAND CARLTO N I I I
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