HomeMy WebLinkAboutTruss Placement Planx to
tf IN POINTS
ALL BEARING
I A P LAN
B
E FINAL
.K CHARGES WILL NOT BE ACCEPTED UNLESS OUR
.. _.
COMPONENTS A5 DEFINED BY WTCA 1 - 1
CO 995.
1 FOR THE ERECTION BRACING FOLLOW
STRUCTURAL DATA NUMBER OF GIRDER AND TRUSS
DE5 IGN DEPARTMENT APPROVES THEM IN ADVANCE
UST BE INSTALLED PRIOR TO
DIAPHRAMS HAVE NOT BEEN ANALYZED BY
NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS
PLIES AND THE CONNECTION INFORMATION.
ALL HANGERS ARE SIMPSON STRONG -TIE OR USP
INSTALLING ANY TRUSSES! FAILURE To
EAST COAST TRUSS.
2) PERMANENT BRACING FOR THE STRUCTURE IS HE
OUR DESIGN DEPARTMENT MUST APPROVE
NI FSS OTHERWISE NOTED. INSTALL HANGERS
FOR ERECTION AND INSTALLATION OF TRUSSES
RESPONSIBILITY OF OTHERS.
ALTERATIONS AND/OR REPAIRS TO TRUSSES IN
ACCORDING TO THE CURRENT SIMPSON STRONG -TIE
O SO MAY RESULT IN DAMAGED TRUSSES AND WILL
FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY
3) INSTALL WEB BRACING AS STATED ON SEALED
ADVANCE.
DR USP CATALOG
VOID ALL WARRANTIES.
SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS
NGINEERING TRUSS DRAWINGS.
ou u
l
ti
N
N
M u� r rn rn m rn m rn m m m � rn �
a LU W W W W > W W 0 0
U U N w W w w w w w w w U U U
N N N N N N N N N
i N
0
U
ZCJ1
1
1211
ZCJ3
ZCJ510'-0'
qn�
Ceil
ZCJ7
A08G
0
A07
A06
o
2
13 9
0
10'-0" Ceiling
A05
N.,
I A05
p o
0
A04
of
A03
--
A02
A01
r
r
ZCJ7
ZCJ5
D
10'-0"
Ceilin
-
ZCJ3
ZCJtTzr
I
0
ti N N N
rn
N N
i
N
m m mw
N N NN
m rn rn rn -ri
N N N N N N N N
10'�-0"Top of Br
:CJ1
12" Coffer
:CJ3 r - _. _-
:CJ5
'CJ7
:CJ7
:CJ5
:CJ3
CJ1
9
ME
CMU
Wall
Typical End Detail
Design to Resist
Horizontal Forces
Are the
Responsibility of
EOR.
V-1-13/16"
l£MS
sF 3ls a.
E/. I CO AST TRUSS
52&5 Y7. LUCU BLVA j 1. WL'RCB. 11 31916
01110v(119)466 `1W) FNY-M114hf-N416
TOMER:Telese Builders
NAME: Reed Guest House
RESS:Mrvtle Lane
JOB # J43061
JOB #
MODEL:Model
SQ FT 890
DATE 11/09/21
NOTE:
By approving this placement plan(s), signatured
anywhere on this sheet, tile customer or his
representitive acknowledges that this placement plan
complies with the stmctu(yl intent of the project.
The customer also acknowledges that this approval
authorizes EAST COAST TRUSS to manufacture these
trusses and deliver them to the project indicated on this
drawing.
The customer also acknowledges that helshe accepts
financial responsibility for any repair, engineering, and
labor required due to errors other than those of EAST
COAST TRUSS.
Signed: __. Dale:
CODE =FBC 2020/TP12014 ASCE 7-16
DESIGN CRITERIA=rv1WFRS
OCCUPANCY CATEGORY= II
EXPOSURE = B
MWF SPEED =160
BUILDING TYPE =ENCLOSED
MEAN HEIGHT: 15
FLOOR: DUR FACTOR- 1.0
PSF=TCLL-TCDL-BCLL-BCDL
40:0,1fl-0,0.0,5.0
ROOF: OUR FACTOR= 1 .25
PSF=TCLL-TCDL-BC L.L-BCDL
20.0,15,0,0.0,10.0
*NON -CONCURRENT BC LL 10psf
CONCURRENT BC STORAGE LL 20 psf
MWF = MAIN WIND IORCE
C&C = COMPONENTS AND CLADDING
TOB = TOP OF BEARING
TC = TOP CHORD
BC = BOTTOM CHORD
LL = LIVE LOAD
DL = DEAD LOAD
psf = POUNDS PER SQUARE FOOT
# = POUNDS
UNLESS SHOWN ON ENGINEERED TRUSS
DRAWING.
ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
ON ENGINEERED TRUSS DRAWING.
RECOMMENDED ON FLOOR TRU;
SPANNING 20'-0" OR MORE
BE SET WITH A SPREADER BAR. THE
1DER BAR SHOULD BE AT LEAST 1/2
IN LENGTH AS THE SPAN OF THE TRUSS
NG SET.
TO BCI-B1 FOR COMPLETE
ON AND SAFETY PROCEDURES.
SUPPORT ANY PLANT SHELVES
1) 417/21: Revised r0r)f pitch to 5/12
2-
3-
4-
5-
6-
A
t
i
t
1
r
r
i
r
r
I
J
Q
Z
LL-
IL
We
G
Q
U)
W
J
W
X
W
0
W
Z)
I-
0
Z
O
0
•t 4
MIA,