HomeMy WebLinkAboutTRUSS DRAWINGS=LIFE SAFETY WARNING
This symbol identifies Life Safety Warnings that should be read
given special attention by all persons installing trusses.
tv,w. . .. r- . r . .
ASTENED TOGETHER PER ENGINEERING
BEFORE SETTING. REFER TO
ENGINEERING DRAWING TO DETERMINE
® IF MULTIPLE PLY.
Carrying Girder
For Truss to Truss
Connections see
hanger/connectorTNailsbe as
de tabs o
schedule in engineeringe nails.
package.
Carried Truss
SEAT PLATES BY CHAMBERS
12
4.00 F___
to
s
z z.00
$—
upset=1/4" hee1=315116"
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
INDICATES LOAD BEARING
REQUIRED BY TRUSSES
SUPPLIED BY BUILDER
AT A HEIGHT OF V-0"
ABOVE FINISHED FLOOR
TF'USSES FOR THE FIRST MODEL SHOL LID BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE
ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF
Do not stand on trusses until they are braced per BCSI & properly nailed to straps &
5PAGING NOTE
ALL TRUSSES ARE TO BE SET
AT 2'-D: ON CENTER
EXCEPT AS NOTED
AI F2 HAIV K=>1—IF=R 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.
All load bearing walls, headers,
beams & lintels must be in place
at indicated heightbef®re trusses
A are installed.
I I I I I
15'-10" 5' 4"1 11' 6' ^
GARAGE LEFT
v
N
DONT LIFT TRUSSES
WITH SPANS LONGER THAN
30' BY THE PEAK.
CONSULT BCSI
\i 0=0i1\\\\
TRUSSES ARE BUILT FOR THAT MODI-L
18' 24' IN LENGTH
hangers--
� I�d1 A
I
' L
I /
I � �Z
MI®
00%iMIN
ATA
ATA
ATA
a•> >EL FOR
■
■
■1
--------------------
■_��_� .III'%■�■\■
ri
i I�I�; ll'I'%I■■II� ■III■11■I■�■I\
®I�I�I�I�I�I�I�If�I■I�I�I�IB�I�I�I�I�
�I
AI
AS
J
"■
- I - - '-._. - '-
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 g ity and uplift loads and
their re pe five location
Approved 6y: Z
Date:_
.de -- .—
FABRICA m AGREEMENT'
.-inllt$60c+vaWWXrARMMMT ROM* eWaafMW&R TURNED
Me Nod daatptlm dor ptopagrehen b weaned be haNNd km -
ad _
t.7101 n wa be made In ddd =Were me WM fts bun pleran I dapwn NyotR
idtdristbnbamo*fofdMerrttbgKmonu" I a, dbwoo.
.2.JildaerrtomhMaieyouthsebequi dbyfer
At -WK11 New node. le podded by owrbd mq b p�s Trues Mhh In (10)
i do delivery b undereFe saves fat no bn*deee me be 9111004 ..In b wort
much w0wttt-11 Is I Qb pushers Thies der Iwo hN:6u� des In vdYrL
whdb/e d0d[buoee, d Cho dbenapfa.'�"
4.1bertdetslPr•dedootd•d0eelsodAd708I1-W@u mrydtntM7P13WrM
'4 Deeiery is Io lob de, It b to beiyaA•oapora6lq b NOW b Job the wdabb for
ddm.q' I TmahrfusobwAmdlyb'--athesubblikyrdQnJMcobdre
pantooftwjobebforddwy.OmnbrsT wwabe reepor -- rordmpddeayshy.
The buyer IS rasperwlb lbradllrerrd ddt'oY ergwwl rCh.rhers Than lea b nddur
brow job eb b der pupated bt 6My or hqr le not ptyered for ddwy at www,
' ¢tyvb-, IDOWMreTnoforbwblymebdnbsft Mir;
0. Plke n slaws kl prapylt 7 bebw leenged to grloe raw drwroes me,ttwde hi
itibyai. ASS) per bourM yormNNta may be rhoW M CtrThde Tate. .
- . 7: 71drb a PURCH SE ORDER b Chernben.Thsa d to sun apead b, or fr •.
ig nitart a r*mwfmbN ptloa, Invoke era be made anddwy and paid WM -of
bti ddwy. kwalm rpy. be media d Scheduled dde-bt deMry f buyer to
deMtjr of I I' I Rana The ultd•r 19 open to ply Chtabn.Tpwe n wlibla
oberrriy's be forcoledbils In seat ofpapmd not am* rrnds.11-1a %prepret eeJyos
. do-rpt•abeadded fordeunernot paldwabrWsm
• & mprrn rbttela rgwlee daft ahadoerreubs apewretbaf Wee Iterate
• W-in setrtletdiwr dCtenben Tom erdwrd� tsedt tor fi oWwY b tnddYpnd
onn/erray pasaol ee p10 than do d erry and d hdtewhese woad b
Cuindan Thin by.•a7 aft Flo eralerY and in wuiwapnad span b pry wtdt
hieMahwn Inckm tf Wrap bee• a debut b peyv art fornedarht be mad• !iy b
1e 0.. 1h On ewt Or any NpdWrt oermarhq Oi gewnert, b Mans fuNdled hereunder
Or psytreb teWnd b herebt,"press qee feat b epka eau blr any wrh acon w.
be 8iR bode Cwnb. RerIOa.
11. DNW r..poraI N ws W-HsdwW sWdwd And Rramnaadsd Odddiw on
RaipOnd F r4-OotldntcowtUAVuablPNInCdrnacbdWoodThre e
ANSVIPYWICl120ir' •-1 :.
rori TrrlF .
..Aspafdrbrnogrh9y*"edpx'2C9 s4rbplwl"k*y3dntapa .
piy t,ru.w must be tastened Wp cow p®: �4wwUly
WM tMy are set, bBM tD do e0 Can re"In roar �bOtie.
Temporary Mild Pamnr wd bracing are required and an ears We
Mild PrCP ty and b rile roapWalibm y of 9le tune i cl a ,
e
.Study the awlents of Ole blfornatlOn packet hwlldW on dr8very
belme adty fter6s.
Tmori ymkutbeadardbraosdprdnlpybPlwlwtlt�kSYafiraps
TrUMM trust be ad plumb and equ re
Do 6dsd bonito a stout of Pbwoodr rootlq material a wry ..
'btlls- c 90rdir led loads on trusses, this cm came willepte
DO NOT SET TRUSSES USING THIS L4y0UT
'IM LAY WIT DELIVERED WITH TRUSSES TO 9ET TRUSM
CHAMBERS TRUSS INC
3105 Oleander Avenue
Fort Pierce; Florlda 3498249n
800-551-5932
Fart PIN 772-465,M2 Fax 772-4868711
.Vero Bach - M-51119 2012 Stuart IT2-286-M '
..._a. eau-"d-UMMMUCr lMgr(YW
92-0/93.2 UlUX 4.2
DESIGN CRITERIA
County
SAINT LUCIE
Building Department
ST LUCIE COUNTY
�—
Wind Design Criteria
ASCE 7-2010
Wind Design Method
Main Wind Force Rusting
Roofing Material
Shingle or Shake
�
H2
Loading in PSF
Roof R.D.L
00
w
Top Chord Live
20
�
-
m
Top Chord Dead
7 42
s f�
o,
Bottom Chord Live
10 Non-Conpufferit
w'
w I
Bottom Chord Dead
10 3
e —
—
TOTAL Load
37 72
1` 10
I
Duration Factor
125
w
3
Wind Speed
165mph
m
Top Chord C.B.
Sheeting by builder.
0
Bottom Chord C.B.
Sheeting by builder.
05
:E
Highest Mean Height
17-W
~�!
Building Type
ENCLOSED
Building Category
II:Non Restrictive
Exposure Category
C
Barrier Island
No
Conforms to FBC 2014
ri',
:�..err;:c:;�it:,a,�i-.i..:::,rr-.[yl:�r. ;��• ;-r.�-�
L
DESIGN CRITERIA shown above with the
ng department and your engineer.
n Criteria is the responsibility of the
nDesigner and/or Engineer 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:_ Pit s'y
U) Date:11/14/16 Revised:05/10117
FOR
5'-4' ,� ,5-,0• _ WYNNE DEVELOPMENT CORP.
DESCRIPTION:
SCANNED GARAGE RIGHT CARLTON 299 ^�
St _ 'ty PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE -7 " 3v
18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 1<a Ott lno\