HomeMy WebLinkAboutBldg plans page 6A=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
SPACING NOTE
ALL TRUSSES ARE TO BE 5ET
AT 2'-0: ON CENTER
EXCEPT A5 NOTED
ASTENED TOGETHER PER ENGINEERIN
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
30' Span or less A 30' to 60' Span Ali
0 degrees Sprea er Bar
or less
112
T g Line spanapprox.
REFER TO BCSI
Truss must be set this way if crane used.
Truss le an example, your truss may not match.
Insist crone operator sets truss this way.
Approx 2/3 to
Lira 1/2 of Span
REFER TO BCSI
uss must be set this way if crone used.
This is an 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
are installed.
AIFZ HA"[=>LEF2 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.
Carrying Girder
_For_Truss-to_Truss____ _
Connections see
hanger/connectorT;shmn.
be as
de tabs oschedule inengineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
12
4.00 r—
00 8—
12
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
TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL._
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH P
Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers V L
9 I
15'-3"
19'-9" " C L G l
L I l 1
--
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF 8'-0"
ABOVE FINISHED FLOOR
PORCH RIGHT
I
_ .- .-- __
j* CLOUZSED AREAS ARE 0� V
�/ SPECIAL CONCERN & MUST BE t
CHECKED CAREFULLY & MAY
t INDICATE DEVIATION FROM ^ -��
^PLANS., ..�- Ave Ae'
The Architect's or Architect's representative's
shap drawing approval is NOT a
"daub"' chec4" of the contractor.
The cantractar shall remain responsible
far ch'c4inq field measurements and
other canstructien criteria. Architect's a0pro"I covers general roof shape,
review or truss strapping, and loading on
vity and uplift loads and �+ their ♦e p f- a ".cat,. s
h n'LP
FABRICATION A
;�a��ofyN �RTEDUNnLtwls,wrs E,rylsawNEDa property when the busses will be Installed Is: RE TURNED
..eM aN I m acmottgedgea and agrees:
> -:4. TNaeea wa ba merle In ahlc arcorderwe aAlll this boas placemem die
whlfiathewlsaulho0tyfordetermlcng =ful wifabdoatruer�(Die from Dram layout,
3., Neda wrD n notice b PlpvIn Weo" e p by the undersigned. '
Of de0very Ms 0 y rtlfled mail to Chambers Trrss within
such wdran none b furnished Chemroberrs Three shaOW no p �eryea. IM be spewed. In the event
W In is tnness'Cha'hmrobers
lb°0 Data rogWrod, or fo subatlNte other d°Y+ h wNdh
°Islaudsb� it edgers receipt orespor -BCSI
T-09'summary sshheeall by TPI a WrCq,
D Chambers Truss has the $ole authority to'� determine � sultehe job a
of alel8 bl o ar .
odyai of thelob elte for dearary, Chambers Terse wig ba The.Gryer b responsible for addldonal delivery reapoelbte for dump deaveryarty.
pe ry al(peneea D Che
Ma lea sire N not prepared for delivery or buyer Is nor miters Triple has fo retlellver
au)iish n°p"Ible to Chamber Trtws for tow" W"wW for de1Nary of busses
9:;pda o shown In nil saw due fo sea conditions
' Mragnph 7 bebw u y be oh fo change a arty changes an. made In
s• A ia0 per hooded for revisions to may be rgfarged by Chambers Truss '
Is b a PURCHASE ORDER foChambers -7russ of the sum .• a reasonable pica, Invoke wig be made on degvery and peldawl remw of n
elHery. Irnole may be made at scheduled date bf del very D buyer ennot step
I �bdca�buesas. The undesigned agrees to pay Chalribers.'rruon roasonablb
Y trans N everd of payment not rmely made. "-1R %per momh servos
rye Iva M added for are wms not paid within terns.
Slpneturo or Wtlsbanywhere on this sheet °orh°aartes •ersmnem ro as termahsreb,
In edsldarallan of Chambers hose extending cnCh for this material tthha undersigned
DuennGee payment when due of arty and are Indabtadnaas owed to
btednsa Mc rib nY amity reeelviny material and the undersigned agrees to pay such
>ferd. D eRomeys '8e D dsiauit In Payrrwm Tor meledel be made by the
I: In the event Of any Milanb referred t ho sinr the
concerning D tlib agreement, the Items Nmiahed ha
ound
MW leads County, Flodda. ' Fettled agree Nat tie dole venue (or any such action or
' irogn resporwibgesy are Pet -National Standard And Ra.:ararhendad Ouldellnes On
ill
onalbilldes For Construction Using Metal plate
/TPVWTCA 4-2002- _ ,. ConwcTed Wood erodes
en
TITLE '
r—•-..."�ugwurirpBB•
Iple ply trusses must be fastened together per Onglneering
re they are set; fallure to do so can result•In roof collapse.'
Drery and permanent bracing are required and can save life
d Property end Is the responsibility of the truss erector. -
the contents of the Informntlon Packet Included on delivery
before setting trusses.
'serviletit..etandbra�edperto win,t�y&
Trusses (must be sat pidmb and aquare
offset bunko orafack of plywood, roofing material or any
cobCentrated toads on as, this can cause collapse.
NOT SET TRUSSES USING THIS LAYOUT
LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSFS
q ' -.CHAMBERS TRUSS-INC
OKA
3105 Oleander Avenue
Fort Plerce• F IoHda 34982-6423 '
800-5514932
-�r ._ fdFkPlerea 772465-2012 Fax 772-465.8711
r, fl10 Beach 772-560-2012 Stuart 772.2883302
web slue CHAMBERSTRUSS.COM
92.0/93.2 MITEK 4.2
DESIGN CRITERIA
1
as
- County SAINT LUCIE
Building Department ST LUCIE COUNTY
Wind Design Criteria ASCE 7-2014
Wind Design Method Main Wind Force Resisting
3 Roofing Material Shingle or Shake
T� S I Loading in PSF Roof R.D.L.
R , Top Chord Live 20
I0 I Top Chord Dead 7 4.2
'Z Bottom Chord Live 10 Non -Concurrent
c c — Bottom Chord Dead 10
`ill to I TOTAL Load 37 7.2
Duration Factor 1.25
Wind Speed 165mph
r Top Chord C.B. Sheeting by builder.
w Z cA Bottom Chord C.B. Sheeting by builder.
Highest Mean Height 15'-0"
Building Type ENCLOSED
Building Category II:Non Restrictive
Exposure Category c
Barrier Island No
Conforms to FBC 2014
A5
-- — —
_ _ _
T CENTER
LFORASS IR A/H/U
"
ra
TA
TA
TA
N
T SETBACK BOSTON HIP
R.D.L =Restrainin Dead Load C.B.=Continuous Bracing
Verify DESIGN CRITERIA shown above with the
building department and your engineer.
Design Criteria is the responsibility of the
Buildinq Designer and/or Engineer of Record.
Chambers Trdss Inc. Drawing Name: M11392
WScale: 1 /4 = Al'
82 total trusses, 15 different trusses.
MI 4: RLC ACAD: RLC Reviewed By:_y_&_ A00s/is"
Date:10/07/15 Revised:10/15/15
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FOR
6-4" 14' A. I
WYNN
c o�i�umv t,VKY.
PORCH
LEFT
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D1E' CARILTON
TIO
3RFIl REAR onoru
PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE
15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 -73 p�7
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