HomeMy WebLinkAboutTRUSS DRAWINGA -"LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
5PAGIN G NOTE
ALL TRUSSES ARE TO BE SET
AT 2"-0: ON CENTER
EXCEPT AS NOTED
MULTIPLE PLY TRUSSES MUST BE
A$TENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
�A IF MULTIPLE PLY.
II
DON'T LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
0'Spamor less 30' to 60' Span
Spreader Bar
60 degrees
or less
p
F—��-
�� ' LFz � v E3CS1
Tru � roue be set this way ;f crone used.
yr , t ass may not match.
n5, .. _. 'his way.
ITa9 ♦—Approx 2/3 to--i
Line 1/2 of Span
REFER TO BCSI
russ must be set this way if crane used.
This is on 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
A are installed.
1. I R H A IV I=1111- I_ I= rR N O T" IF—=
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.
(,ONSULT 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.
Carried Truss
SEAT PLATES BY CHAMBERS
P.
v
INDICATES LOAD BEARING WALL
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-1"
ABOVE FINISHED FLOOR
12
4.00 F--
-1"
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-1"
TYPICAL END DETAIL
12
4.00 I—
2 2.00 8-1
upset=1/4" heel=315/16"
PLUMB CUT END
2 x 4 Top Chord
WALL HEIGHT 8'-l"
END DETAIL: A
11 ARRANGE WITH CRANE OPERATOR IN ADVANCE
IL Do not stand on trusses until they are braced per BCS
GARAGE LEFT
-40
GA
13 TRU
SCANNED
BY
ST LUC►E. ICUs 04TY
GE RIGHT
FABRICATION AGREEMENT -
CAM= B>E sTARTED LWM TWS AGREbWWT iS all MW m RETtlRMW
Thin I"W descrt )Wn of ft property when the trusses Will bs istWW b: -
and apneas:
to TNssos wl9 bps modo In sW acoordonca wM ft bins pfacarttent dagram Il youli.
whidtu dhe sob autlw* for daterrrhlrtlrtg.vxo@ W fab*Mon d the trtuaes.
2 AN drnoulons it tlhts byout have bean vertl led by the urddlareed.
S Undoes wrllton rhatks Is presided by WNW anal to Chambers Tana wMh4h ton �101
awea'u�'—A�
cta T(3) aiowssddaays In h
be*
whit
to Derepel►equlre4 or to srtto f "olhectnuses, at Chambers obiM
4. The ur4wslprted odawwisdpss rsc@V of'BCSI I-W sh+mwy ahwd by TPI 3 VVrok
-& Dogmy is to Job silts. It Is the buysir responsbiq to make the job she Bubble for
ddvary. Charrhbera Tnns has ChB sob autltorlly to dobwnkw do y of the job site oY a
poi4on d the IoD sRe for deuvsry. Clrorthbars Truss Will be respornitls for dump deMry only.
delivery buyer le responsible for additional deery expenses 9 Chnrnbo s TYhub a has rsddvor
because job sits b not prepared for dslvery or buyer b not prepared far delvery of busses.
payer is responsible to ChWnbore Truss for tmkhp costs due to alto catdpfons.
e. Price as shown kt paragraph 7 bebw is rAod to dwhpe K any dwgm wo.aude ki
thislaycul A W per hour fee for revlsicns may be charged by C ornbers Trips. ' .
7. 7Ns- Is a PURCHASE ORDER to Charnbers. Thus of the sum agreed 11% or r rQ
oweernent a resaonabb pdcs. kwok a will be mods on delvery and paid nAddrt tame d
bn dellmy. Invoice May. be made at scheduled data bt delvery r buyer cen,ha except
delvery d lubricated tresses. The tsdarsigned agrees to pay Ctambers.Truss ressonable
allorri. fee for caladlbrn In avert of payment not finely msds.1-12 % per month solute
dharys wll be added for d sums not peldw" tarns.
. s. s or kagab wrywRhen on a,b sheet cmu agroomatt to d taan lookh
t} In oorhsidaratlon of Chambers Truss mWidii g credt for fhb matalal the haderslgrhed
tphcandlorwly guarantees payment when due of any and all Indebtedness owed to
Ch*nboa True by.ony entity rsodit mabert, and the u dersWed agrees b psj such
Indebtedness kx*m2 g a" fees. 9 detuutt In payuwk for material be roads bf' the
yr avant of any MWApn oonceming Oils agreanent, ohs Rama Un ished hareurder
a payrrherds relarred to herekh. the. parties agree that t o sple va us for any such action wll
be Sakht ktid. Ca+hb. Florida.
11. Damps responsibillilliss are per Rrdonal Standard And R100bamianded Ghrdebhos On
Ragwndales Far CaAsbudion LWW fv aW Place Comeriad Wood Trunn
MISYC MVrCA 4 - 2002-* ti
Stt3NED '
MR
-..Aspleaderbarmaybereyt Wper"BCSI'-Wbptem tir*W&d"ga.
multiple ply trusses must be fastened together per engineettng
before they are sec;, failure to do so can resultdn roof cogapq&
Temporary and permanent ta
bracing are required and n am Mb
and property and Is the nisponsibigly of the thugs erection.
gaudy the contents of the Infornwtlon packet Included on deflvery
before setting trusses. .
Tiruseesmustbesetacdbr— perdeslynbprv=tlr>jtsy8
Tmawn must be ad plumb and square
Do riot limt bunko or stack of pV*Dodr roofing material or any
Ether cdw' *ntrated loads on b =seer this can Muse coltap"
• - DO-IVOT SET TRUSSES USING THIS LA-YOUT
- USE LAYOUIr DEUVERED WrrH TRUSSES ro SET TRUSSES
CHAMBERS TRUSS ING
3105 Oleander Avenue
Fort' Plerce j Florlda 34982-6423
800-551-5932
Fort Memo M-4652012 Fax TrI.4115W11 ,
Vero Beach TT2469-2012 Stuart -"172 286-=2 ,
The Architect's or Architect's representative's
shop drawing approval is NOT a
"double check" of the contractor.
The contractor shall remain ►esponsible
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 a ve locati ns.
Approved By:
Dace:_
92.0/93.2 MITEK 4.2 Braden & Braden A.I.A. P.A.
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.
'v, Top Chord Live 20
1011 o Top Chord Dead 7 4.2
r o Bottom Chord Live 10 Non -Concurrent
® _ — Bottom Chord Dead 10 3
3 0 _ TOTAL Load 37 7.2
Duration Factor 1.25
i > Wind Speed 165mph
1, Top Chord C.B. Sheeting by builder.
Bottom Chord C.B. Sheeting by builder.
v ~ Highest Mean Height 14'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category C
Barrier Island No
Conforms to FBC 2014
R.D.L.=Restraining Dead Load C.B.=Continuous Bract
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
0
Chambers Truss Inc. Drawling Name: M11323
Scale: 1 /4 = 1'
72 total trusses, 13 different trusses.
MI 4: SAE ACAD: SAE Reviewed By:_.glC- lv/y/,�®
Date: 04/24/12 Revised: 10/07/15
FOR
WYNNE BUILDING CORP.
DESCRIPTION:
62' G RAND CARLTO N III
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
M11323
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