HomeMy WebLinkAboutTRUSS DRAWINGLIFE SAFETY WARNING
Th s symbol identifies Life Safety Warnings that should be read
giv I special attention by all persons installing trusses.
SPACING NOTE
TRUSSES ARE TO BE SET
AT 2'-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
A,ISTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
A IF MULTIPLE PLY.
A
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
Span,or less Al 30' to 60' Span
Spreader Bar
\\?/60 degrees
\ or less
12 i
- .� prox.
77F "' SCSI
w:y 0 crane used.
not match.
.eke truss this way.
Iraq .4_ Approx 2/3 to _p.
Line 1/2 of Span
REFER TO BCSI
ass must be set this way if crane used.
This is on 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
A are installed. A
A1lill 1--iAIll IllLIll Ill* tfVOTIll
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 PEPRESENTS A RANGER
Carrying Girder
For Truss to Truss
Connections see
hanger/connector Nails must be as
shown. Guide tabs
schedule in engineering I Dome angle nails.
package.
T PLATES BY CHAMBERS
'III
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-l"
ABOVE FINISHED FLOOR
�I
I
it
12 /
I i 4.00 I —
I
I
M
upset=l/4" hee1=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 IF—
LO
12 2.00 $ = 1
upset=1/4" heel=315/16"
PLUMB CUT END
i 1
2 x 4 Top Chord
WALL HEIGHT 8'-1"
END DETAIL: A
I
A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH
ik Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers
GARAGE LEFT
GARAGE RIGHT
FABRICATION AGREEMENT'
Tio dsatrlptlat �aoprty m*totun s Y t"b: BREiuRNED
the ud«:gttetd aoghoebdpss ad actress:
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ivhfdththesoleatrtoti9lbrdetem*ft-amosaMfa dtWOndlhebumm
: 2,A1 MhrWrts b ads byaefa d haw been ved bythe uderb
.1{gratis vwrterh notke b pnrdded by M&W friar b Crharnbem Trips %*W bn (10)
dayi of dervaY the trderdprhhd:= tthd ro bandmilIuM s tea be albiweed..ht so wat
rich is urkholdotltx6ts>a, g4pte�m6er�s oV113n•' dep In tNYdt
4. The faldaatQfted arlotoobdaes tehxlpt d'BC91.Os' wfmry and by TPI 6 N?Crl
'Q Der,sOY b b)� sae. a b to buysee'rcWnwlbw b make to lob ells atdabb for
ddlw (7m:; Tnsp has to gale adla W "Wiri ro ep adtabaty dthe Job aaa oya
poirorh d1M lab am fordellvety.
admtlorhd T sdtrror. Thm nn tedelM
baoattoE elts'a'bprspsfed for ddvay a buyer b not preprsd for dhhrary dtnpaw.
&fydb tssponsbb b O wnbxs Trips for Woke caste due b alb WndtlaM
& Peke w dawn h Wngraph 7 bebw b subject tO elm s ON dmV" sm. au 1 M
INi.VIA S60 per harles form ktap "may dpfped by Chambers Tn aL '
ip arlM d a reasortable pelts. kveloe WIS be made daraafY paid Mkt d
o. Ifwolw mry.be msde d ,loaded dole bf deMory II IaW mad 00NO
fill{abtlrabd Yrpaea The thhdarsiprad gaea W Pay Chtttfdafs.Tryp teas01`11"
altan'st/s fss for ---- -- k evert d payttwt nob tlftteh made. l-72 %per math sgtdoe
f3niesvdbe added ford:=notpafdN&bnro.
. L sp,h_d_r_b.� �o.r�kt�ltl..els wWwAas Wh thb thedeotra0des apsafhaifo d lama brelR
a k mtuldratbn d Gtanbera Tnfw Willi to sole nwtrbt fta elldaaiQpd
tahoorhdaahah to Psytmt when due of shy end d ldebbdrheIlDas owed W
Mole upill Kich
� to
prfees. deteu4 kpladwilal nprpwi W indarW�node by the
y 9a aura d any patli maMdnO ids apsanmtt, tla Ram irril haaAbder
or peymata teirred b beak, tlm press apse fll the sple vahus ♦ of eery such salon vNr
bs salt kite Couttll, Florida.
11. Desien M,;:pmlMas sm I'Ndbnd SGrabrd And Donna mid idGhideMs On
RalpapNYdes rwcorrartfctlah there Meld Pate Castled yyoodTW9m
ANSVWNrCA 4-200r
DATED ~�
S1pNEp
rOR �P '~• __
..Asp laderbarmsyborsg udpar" =I-W1opteWeftijury&tt:tm9L-
Auluple ply trusses must be fastened togilbor per enghliall
before they are sell failure to do so can re"aultln roof collapill
Temporary and poyma lent bmcing are mgtdmd and can save Ufa
and property and is the re4ponslbtitty of the true arsaw.
Study the contents of the hdoymitlon packet Included on dell
before setting trusses
Twom namtbeseuM braced p; dasigtubpeuettkW&dollops°
Trusses must be set plumb and squsrs
Do notitet bunks or stack of plywood, roofing material or any
other twh tlopil stsd loads on trusses, thla can cause anapse"
DO -NOT SET TRUSSES USING THIS IAYOUT
USE LAYOUT DEINERID WITH TRUSSES TO SET TRUSSES
CHAMBERS TRUSS INC
3106 Oleander Avenue
Fort Pierce; Fldill 34982.6423
800-551-5932
Fort Pleme 71?r465-2012 Fax 772.46b-8711
Vero6eaeh T'f2-SW2012 i,eA, Stuart T72r286 2
shop drawing approval is NOT a
"tloubt0 check" of the contractor.
The contractor shall remain responsible
roe checking field measurements and
other construction criteria. Architect's
approval covers general roof shape,
review Qf truss strapping, and loading on
structure from gravity and uplift loads and
their rective locations.
Approved `
Date:
Braden S 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
0,
Loading in PSF
Roof R.D.L.
w
Top Chord Live
20
t
o
Top Chord Dead
7 4.2
•' �)
w I
Bottom Chord Live
10 Non -Concurrent
o
c
Bottom Chord Dead
10 3
TOTAL Load
37 7.2
w —
M
Duration Factor
1.25
`
is
Wind Speed
165mph
V
Top Chord C.B.
Sheeting by builder.
A
r
Bottom Choral C.B.
Sheeting by builder.
~
Highest Mean Height
14*-W
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
W
F-
Q
13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT
>imi l ap r-1 IS
As
03NNVOS
K.U.l_. Kesaalntng Ueaa Loaa t;.ts: L"mnul Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Chambers Truss Inc. Drawing Name: Ml1323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:XIClc/y/,Jr
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
M 11323 '416r-�o
�, 154e1101
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