ST0301A-SP100726Page 1 of 1
Keith Marvin - Bethel Rd - Bridge Deck Panel Drawing Approved
From: "Dean Dumke" <deand(�JRJPaving.com>
To: "Caleb Thornhill" <bct(� free se. com >, "Keith Marvin" <KMARVIN(�'.&oppelltx.gov>
Date: 7/26/2010 2:54 PM
Subject: Bethel Rd - Bridge Deck Panel Drawing Approved
Attachments: 063 010 Deck Panel N TX Bridge PCP FLX- l .pdf
Caleb,
Attached are the Deck Panel Drawing submittals that were sent for approval on 063010. We still have not
received an approval back. Can you research and get this back to me so that we can get these ordered?
Thank you,
Dean Dumke
Sr Project Manager
#469- 223 -7879
JRJ PAVING, L. P.
file: HC: \Documents and Settings \radloo \Local Settings\Temp\XPgrpwise A3 City... 8/19/2010
f lexicore P.O. Box 450049
Houston, TX 77245
CONCRETE SOLUTIONS SINCE 1953 www.flexicoreoftexas.com
To: North Texas Bridge Co., Inc.
9425 CR 423
Anna, TX 75409
(281) 437 -5700
(888) FLXICOR
(281) 437 -8913 Fax
(281) 889 -1709 Cell
jzapata @flexicoretx.com
LETTER OF TRANSMITTAL
June 29, 2010
Job No. 10 -096
Attn: Steve Goodman
RE: Project: Bethel & Coppell Road Reconstruction
❑ Resubmit Copies for Approval
Location: City of Coppell, Texas
Engineer: Freese and Nichols
File: 2010 -096 T1
We are sending you ® Attached ® Shop Drawings ❑ Concrete Mix Design ❑
Copies Date No. Pages I Description
1 6/29/10 5 1 Flexicore of Texas Prestressed Concrete Deck Panel ShOD Drawinas.
These are Transmitted as checked below
®
For Approval
❑
Approved As Submitted
❑ Resubmit Copies for Approval
❑
For Your Use
❑
Approval As Noted
❑ Submit Copies for Distribution
❑
As Requested
❑
Returned For Corrections
❑ Return Corrected Prints
❑
For Review and Comment
❑
Prints Returned After Loan To
❑
Us
Notes: A. After your review and approval, please return one copy of our submittal set for our fabrication and project
record keeping.
Quality Assurance Certification: Flexicore of Texas has been in continuous production of TxDOT precast and
prestressed concrete products since 1986. We have a TxDOT certified manufacturing plant and maintain TxDOT
approved in -house concrete testing laboratory facilities. Our Quality Assurance Department is staffed by PCI and ACI
trained and certified quality assurance personnel. They continuously test all raw materials used, monitor the
manufacturing as well as maintaining and certifying that all the products we manufacture and approve meet and exceed
the project requirements. Typically, we do concrete test breaks for the next day "release of strand" and 7-day concrete
test breaks" for the 28 -day design breaks. Be assured, we will not ship any concrete products to the job site until all the
project specifications and requirements have been met and the concrete design strength has been reached.
Respectfully transmitted by,
Joe Zapata Copy: File
Prestressed Projects Coordinator
SUMMARY
SPAN 1
3.5A6.5 10
856.5 13
NS -1 2
SPAN 2
6A6.5 10
856.5 15
SPAN 3
3.5A6.5 10
856.5 13
NS -1 2
3.5A6.5 20
6A6.5 10
856.5 41
NS -1 4
FACE OF
ABUT. BKWL
BENT
BS-
NS -1
8S-
3.5A'
6.5
5
6.5
6.5
8S-
8S-
8S-
3.5A'
6.5
5
6.5
6.5
A
8S-
NS -1
8S-
3.5A'
5
6.5
6.5
6.5
6.5
3.5A
8S-
NS -1
8S-
3.5A"
6.5
6.5
6.5
6.5
6.5
3.5A
8S-
NS -1
8S-
3.5A"
6.5
6.5
6.5
6.5
6.5
5' -2 1/2" 5' -9 1/2"
SPAN 1
CENTERLINE
OF BENT
CENTERLINE
OF BENT
BENT
CENTERLINE
OF BENT
BS-
8S-
8S-
6A
6.5
5
6.5
6.5
8S-
8S-
8S-
6A a
6.5
5
6.5
6.5
4
8S-
8S-
8S-
6A "
5
6.5
6.5
6.5
6.5
6A
8S-
8S-
8S-
6A "
6.5
6.5
6.5
6.5
6.5
6A
8S-
8S-
8S-
6A "
6.5
6.5
6.5
6.5
6.5
4 2'-1 1/2"
5' -10 1/2 ""
A A I !'1
2'1
CENTERLINE
OF BENT
3 " -TY. C C.I. P ri
C
P/C PANEL
OF BEAMS
4" C.I.P.
4" P/C PANEL
BEDDING STRIPS
FLUSH WITH OUTSIDE
EDGE OF TOP FLANGE
OF BEAM. SEE CONTRACT
PLANS FOR BEDDING
STRIP DETAILS.
TYPICAL CROSS SECTION
NOTE
1. ALL DIMENSIONS SHOWN ARE ON A
HORIZONTAL PLANE.
2. ALL DIMENSIONS SHOWN ARE MEASURED FROM
CENTERLINE OF BENT OR FACE OF ABUTMENT
BACKWALL OR FACE OF I.T. BENT CAP
BACKWALL, ALONG CENTERLINE OF BEAM.
3. IF BARS U ARE REQUIRED IN C.I.P. SLAB,
BARS U MAY NEED TO BE REVISED BY OTHERS.
® DENOTES ERECTION MARK
FACE OF
ABUT. BKWL
P-
NS -1
8S-
3.5A
5
5
6.5
6.5
8S-
8S-
8S-
3.5A'
6.5
5
6.5
6.5
8S-
8S-
8S-
3.5A'
6.5
5
6.5
6.5
iA
8S-
NS -1 "
8S-
3.5A'
5
6.5
6.5
6.5
3.5A
8S-
NS -1 "
8S-
3.5A'
6.5
6.5
6.5
6.5
2' -0 1/2" 8' -1 1 1/2"
! r A A I
BETHEL ROAD BRIDGE
TOTAL LENGTH OF BEDDING STRIP FOR
THIS BRIDGE : 980'
TOTAL PANEL AREA OF THIS PROJECT : 3,185.00 Sq. Ft.
PANEL MARK
S C
TOTAL AREA THIS TABLE
H E D U L
Sq.Ft.
E O F
PANEL MARK
P A N E L D
TOTAL AREA THIS TABLE
I M E N S
Sq.Ft.
1 0 N
PANEL MARK
S
TOTAL AREA THIS TABLE Sq.Ft.
NO. REQ'D
8
9
BAR A
9
9
9
9
10
10
10
N0. REQ'D
10
11
BAR A
11
11
11
11
12
12
12
NO. REQ'D
12
13
AREA /PANEL
10.50
10.85
11.20
11.55
11.90
12.25*
12.60
'W"
3.0
3.1
AREA /PANEL
3.3
3.4
3.5
3.6
3.7
3.8
3.9
"W"
4.0
4.1
AREA /PANEL
4.3
4.4
4.5
4.6
4.7
4.8
4.9
W.
5.0
5.1
Sq.Ft.)
PANEL MARK
5.3
5.4
5.5
5.6
5.7
5.8
5.9
MIN. WWF WIDTH
2.67
2.77
2.87
3.
3.17
3.27
3.37
3.47
3.57
MIN. WWF WIDTH
3.67
3.77
3.87
4.
4.17
4.27
4.37
4.47
4.57
MIN. WWF WIDTH
4.67
4.77
4.87
❑ NO LAP SPLICE
5.
5.17
5.27
5.37
5.47
5.57
BAR A
7
7
7
7
8
8
8
8
8
9
BAR A
9
9
9
9
10
10
10
10
10
11
BAR A
11
11
11
11
12
12
12
12
12
13
AREA /PANEL
10.50
10.85
11.20
11.55
11.90
12.25*
12.60
12.95
.30
13.65*
AREA /PANEL
4.00
14.35
14.70
15.05
15.40
15.75
16.10
16.45
.80*
17.15*
AREA /PANEL
17.50
17.85
18.20
18.55*
18.90*
19.25*
19.60*
19.95
.30
20.65
Sq.Ft.)
PANEL MARK
TOTAL
AREA
3, -6»
THIS
TABLE
3.5A6.5
455.00
Sq.Ft.
Sq.Ft.)
PANEL MARK
TOTAL
AREA
THIS
TABLE
S q.Ft.
Sq.Ft.)
PANEL MARK
TOTAL
AREA
SECTION D
THIS
TABLE
SECTION E
Sq.Ft.
N0, REQ'D
❑ NO LAP SPLICE
20
3" PROJECT
"
3" 3"
38;
;_I
NO. REQ'D
/
MAX. 2 1 2" CLR.
MIN. 1" CLR.
w
b
MAX. 2 1 2" CLR.
MIN. 1" CLR.
N
N
t
NO. REQ'D
W"
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
"W"
7.0
7.1
7.3
7.4
7.5
7.6
7.7
7.8
7.9
"W"
8.0
8.1
8.3
8.4
8.5
8.6
8.7
8.8
8.9
MIN. WWF WIDTH
5.67
5.77
5.87
5.97
6.07
6.17
6.27
6.37
6.47
6.57
MIN. WWF WIDTH
6.67
6.77
6.87
7.
7.17
7.27
7.37
7.47
7.57
MIN. WWF WIDTH
7.67
7.77
7.87
M
8.
8.17
8.27
8.37
8.47
8.57
BAR A 13 13 13 13 14 14 14 14 14 15 BAR A 15 5 15 15 16 16 16 16 16 17 BAR A 17 7 17 17 18 18 18 18 18 19
AREA /PANEL 21.00* 21.35 21.70* 22.05 22.40 22.75* 23.10 23.45 23.80* 24.15* AREA /PANEL 4.50 24.85 25.20 25.55 25.90 26.25* 26.60 26.95 .30 27.65 AREA /PANEL 8.00 28.35 28.70 29.05 29.40 29.75 30.10 30.45 .80 31.15
AREA(Sq.Ft.) 455.00 Sq.Ft.) Sq.Ft.)
TOTAL AREA THIS TABLE Sq.Ft. _ -- - --' TOTAL AREA THIS TABLE # #. ## Sq.F.
PANEL MARK PAN MARK 3.5A -LI
NO. REQ'D NO. RE Q ##
W" 9.0 9.1 9.3 9.4 9.5 9.6 9.7 9.8 9.9 W
MIN. WWF WIDTH 8.67 8.77 8.87 9. 9.17 9.27 9.37 9.47 9.57 MIN. WWF WIDTH
BAR A 19 19 19 19 20 20 20 20 20 21 BAR ##
AREA /PANEL 31.50 31.85 32.20 32.55 32.90 33.25 33.60 33.95 .30 34.65 ARE /PANEL # #. ##
Sq.Ft.) AREA(Sq.Ft.) # #. ##
#3 BAR OR
1/2 "0 STRANDS
TYPICAL "A" BAR
"U" BARS . 8 » 8 » 2 »
» 8 »
BAR A iv " MIN. MIN. MIN. MIN. R =1 1/2"
a _______ _ (T
1 1/2 "± YP.) F -- �.
2 1/2 "± < 3 L -- -- p --- - - - - -J
2 "(TY.) #3 BAR
3" 6 SPACES AT 6 3' -0" 3" a ME TYPICAL "U" BAR
3/8 "0 270K STRAND SPACING °
w u! 4 REQUIRED PER PANEL
SECTION A Q.
(SHOWING STRANDS)
to
15" 15" 15" 15" 2"
" MIN.. MIN. MIN.. MIN. I I a
a L r --
L- -
3" 3/8" 0 STRANDS o
(MIN.) n w
OPTIONAL STRAND FOR "U" BAR N
(4 REQUIRED PER PANEL) w
a
L 3/8 "0 270K STRANDS
STRESS TO 16.1 KIPS EACH.
CONCRETE CLASS: H
RELEASE STRENGTH: 4000 p.s.i.
28 DAY STRENGTH: 5000 p.s.i.
TOP KNISH: BROOM
• ERECTION MARK
TOTAL PANEL AREA THIS SHEET 1 455.00 Sq.Ft.
1 SIZE AND SPACING OF CARRIAGE WIRES MAY VARY.
MAX. 1' -6"
MAX. 1' -6"
PROVIDE ADEQUATE SIZE AND SPACING OF CARRIAGE
MIN. 6"
BAR U
MIN. 6"
318 270K
WIRES NEEDED TO ENSURE PROPER HANDLING OF THE
WWF MATS.
WWF MAT TIED ABOVE
0 270K STRANDS
STRANDS
o
r
♦CARRIAGE WIRES
3/8" 0 27 ED RANDS
ABOVE0K5D
T IED
N
Z
1/2"
CHAMFER OPTIONAL
3"
"W" 3"
w o
D7.5 ®4"
3 .._ 8 »
3 ._ 8 »
y w
3, -6»
SECTION B
SECTION C
SECTION D
SECTION E
3 0
❑ NO LAP SPLICE
3" PROJECT
"
3" 3"
38;
;_I
REQUIRED FOR WWF
MAX. 2 1 2" CLR. IN THIS DIRECTION
MIN. 1" CLR.
/
MAX. 2 1 2" CLR.
MIN. 1" CLR.
w
b
MAX. 2 1 2" CLR.
MIN. 1" CLR.
N
N
t
w wa
- _
wa
d
- -_ w J
Z m
-.-
w
m
_-
-- D7.5 all
3/8 "0 270K
3
C 4" SPA w Z w
w 4
- 3/8 "0 270K
io
ut w
3/8 "0 270K
.o u!
e
STRANDS A
3
zi
1 STRANDS
a
i
- STRANDS
For Longitudinal
3
1CARRIAGE m
M
Ln
r
N o z
4
Reinf. use
Option 1,2 or 3
z
WIRES w g
-- w
N z
o:
N z
N
w
M�
O
--
�
O
\
--
N
--
M
N
PROJECT 3"
a
(+1/2 1 1/2-)
1 -0"
TYPICAL PLAN
OPTION 1 (LONGITUDINAL REINF.)
OPTION 2 (LONGITUDINAL REINF.)
OPTION 3 (LONGITUDINAL REINF.)
TOTAL PANEL AREA THIS SHEET 1 455.00 Sq.Ft.
PANEL MARK
S C
TOTAL AREA THIS TABLE
H E D U L
q. Ft.
E O F
PANEL MARK
P A N E L D
TOTAL AREA THIS TABLE
I M E N S
Sq.Ft.
1 0 N
PANEL MARK
S
TOTAL AREA THIS TABLE Sq.Ft.
NO. REQ'D
8
9
BAR A
9
9
9
9
10
10
10
N0. REQ'D
10
11
BAR A
11
11
11
11
12
12
12
NO. REQ'D
12
13
AREA /PANEL
18.00
18.60
19.20
19.80
20.40
21.00
21.60
'W"
3.0
3.1
AREA /PANEL
3.3
3.4
3.5
3.6
3.7
3.8
3.9
"W"
4.0
4.1
AREA /PANEL
4.3
4.4
4.5
4.6
4.7
4.8
4.9
"W"
5.0
5.1
Sq.Ft.)
PANEL MARK
5.3
5:4
5.5
5.6
5.7
5.8
5.9
MIN. WWF WIDTH
2.67
2.77
2.87
3.
3.17
3.27
3.37
3.47
3.57
MIN. WWF WIDTH
3.67
3.77
3.87
4.
4.17
4.27
4.37
4.47
4.57
MIN. WWF WIDTH
4.67
4.77
4.87
5.
5.17
5.27
5.37
5.47
5.57
BAR A
7
7
7
7
8
8
8
8
8
9
BAR A
9
9
9
9
10
10
10
10
10
11
BAR A
11
11
11
11
12
12
12
12
12
13
AREA /PANEL
18.00
18.60
19.20
19.80
20.40
21.00
21.60
22.20
.80
23.40
AREA /PANEL
4.00
24.60
25.20
25.80
26.40
27.00
27.60
28.20
.80
29.40
AREA /PANEL
0.00
30.600
31.20
31.80
32:40
33.00
33.60
34.20
.80
35.40
Sq.Ft.)
PANEL MARK
TOTAL
AREA
THIS
TABLE
6A6.5
�
390.00
Sq.Ft.
j SjqjFt.)
PANEL MARK
TOTAL
AREA
THIS
TABLE
NO
Z
S q.Ft.
U) Z
Sq.Ft.)
PANEL MARK
TOTAL
AREA
N Z
THIS
TABLE
Sq.Ft.
3 v
N0, REQ'D
10
NO. REQ'D
N0. REQ'D
W"
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
"W"
7.0
7.1
7.3
7.4
7.5
7.6
7.7
7:8
7.9
W"
8.0
8.1
8.3
8.4
8.5
8.6
8.7
MIN. WWF WIDTH
5.67
5.77
5.87
5.97
6.07
6.17
6.27
6.37
6.47
6.57
MIN. WWF WIDTH
6.67
6.77
6.87
7.
7.17
7.27
7.37
7.47
7.57
MIN. WWF WIDTH
7.67
7.77
7.87
8.
8.17
8.27
8.37
8.47
8.57
BAR A 13 13 13 13 14 14 14 14 14 15 BAR A 15 15 15 16 16 16 16 16 17 BAR A 17 7 17 17 18 18 18 18 18 19
AREA /PANEL 36.00* 36.60 37.20* 37.80 38.40 39.00* 39.60 40.20* 40.80 41.40 AREA /PANEL 42.00 42.60* 43.20* 43.80 44.40 45.00 45.60 46.20 .80 47.40 AREA /PANEL 48.00 48.60 49.20 49.80 50.40 51.00 51.60 52.20 .80� 53.40
AREA(Sq.Ft.) 390.00 Sq.Ft.) Sq.Ft.)
BAR A 19 19 19 19 20 20 20 20 20 21 BAR ##
AREA /PANEL 4.00 54.60 55.20 55.80 56.40 57.00 57.60 58.20 .80 59.40 AR /PANEL # #. ##
Sq.Ft.) AREA(Sq.Ft.) ##.##
#3 BAR OR
1/2 "0 STRANDS
TYPICAL "A" BAR
"U" BARS 8" 8 » 8 » 2 »
8 »
BAR A iv " MIN. MIN. MIN. MIN. R =1 1/2"
1 1/2 "±
N _______ _ (TYP.)
F -- 1.
#3 BAR
3" 11 SPACES AT 6 '= 5' -6" 3" N mz TYPICAL "U" BAR
3/8 "6 270K STRAND SPACING ° w
4 REQUIRED PER PANEL
5
SECTION A
(SHOWING STRANDS)
15" 15" 15" 15" 2"
" MIN.. MIN. MIN. MIN.
to
N
TOTAL
AREA
MAX. 1' -6" MAX, 1' -6"
THIS
TABLE
<LL
Sq.Ft.
TOTAL AREA THIS TABLE
i[#.il#
PANEL MARK
(MIN.)
n
w
OPTIONAL STRAND FOR "U" BAR
N
- -
(4 REQUIRED PER PANEL)
w
w
a
PAN MARK
w o D7.5 0 4"
6A -U
NO. REQ'D
y w 6' -0"
X
Q
ra
SECTION B
SECTION C
N0. REQ
SECTION E
##
W"
9.0
9.1
3" PROJECT 3" 3"
66;"
N
9.3
9.4
9.5
9.6
9.7
9.8
9.9
A
3/8 "d 270K
STRANDS
MIN. WWF WIDTH
8.67
8.77
8.87
3/8 "0 270K
STRANDS
9.
9.17
9.27
9.37
9.47
9.57
MIN. WWF WIDTH
BAR A 19 19 19 19 20 20 20 20 20 21 BAR ##
AREA /PANEL 4.00 54.60 55.20 55.80 56.40 57.00 57.60 58.20 .80 59.40 AR /PANEL # #. ##
Sq.Ft.) AREA(Sq.Ft.) ##.##
#3 BAR OR
1/2 "0 STRANDS
TYPICAL "A" BAR
"U" BARS 8" 8 » 8 » 2 »
8 »
BAR A iv " MIN. MIN. MIN. MIN. R =1 1/2"
1 1/2 "±
N _______ _ (TYP.)
F -- 1.
#3 BAR
3" 11 SPACES AT 6 '= 5' -6" 3" N mz TYPICAL "U" BAR
3/8 "6 270K STRAND SPACING ° w
4 REQUIRED PER PANEL
5
SECTION A
(SHOWING STRANDS)
15" 15" 15" 15" 2"
" MIN.. MIN. MIN. MIN.
to
N
MAX. 1' -6" MAX, 1' -6"
PROVIDE ADEQUATE SIZE AND SPACING OF CARRIAGE
<LL
WIRES NEEDED TO ENSURE PROPER HANDLING OF THE
WWF MATS.
WWF MAT TIED ABOVE
3/8" 0 270K STRANDS
L- -
3" 3/8" 0 STRANDS
STRANDS
o
(MIN.)
n
w
OPTIONAL STRAND FOR "U" BAR
N
- -
(4 REQUIRED PER PANEL)
w
w
a
-12 3/8 "6 270K STRANDS
STRESS TO 16.1 KIPS EACH.
CONCRETE CLASS: H
RELEASE STRENGTH: 4000 p.s.i.
28 DAY STRENGTH: 5000 p.s.i.
TOP FINISH: BROOM
• ERECTION MARK
I
a
3/8 "0 270K
STRANDS A
a For Longitudinal
Reinf. use
N Option 1,2 or 3
♦ SIZE AND SPACING OF CARRIAGE WIRES MAY VARY.
MAX. 1' -6" MAX, 1' -6"
PROVIDE ADEQUATE SIZE AND SPACING OF CARRIAGE
MIN. 6" MIN. 6"
BAR U 3 18 " 270K
WIRES NEEDED TO ENSURE PROPER HANDLING OF THE
WWF MATS.
WWF MAT TIED ABOVE
3/8" 0 270K STRANDS
STRANDS
♦CARRIAGE WIRES -
3/8 "�0 2 O K
ABOV�31�� p KSRANDS UNSTRESSED TIED
N
Z
--
- -
N 1/2" CHAMFER OPTIONAL
w
3" "W" 3"
w o D7.5 0 4"
6 ._ D »
6 , -0 »
y w 6' -0"
X
Q
ra
SECTION B
SECTION C
SECTION D
SECTION E
3 0 ❑ NO LAP SPUCE
3" PROJECT 3" 3"
66;"
N
_
� REQUIRED FOR WWF
MAX. 2 1/2" CLR. IN THIS DIRECTION
MIN. 1" CLR.
N I L
MAX • 2 1/2" CLR.
MIN. 1" CLR.
A
MAX. 2 1/2" CLR.
w MIN. 1" CLR.
n
I
a
3/8 "0 270K
STRANDS A
a For Longitudinal
Reinf. use
N Option 1,2 or 3
N PROJECT 3"
(+1/2 1 1/2
TYPICAL PLAN OPTION 1 (LONGITUDINAL REINF.) OPTION 2 (LONGITUDINAL REINF.) OPTION 3 (LONGITUDINAL REINF.)
TOTAL PANEL AREA THIS SHEET 1 390.00 Sq.Ft.
-.-
m¢i
-^
UZJ
Z
QZ
wao
Wm
_
X
Q
ra
Sa
Y
o
o
A
3/8 "d 270K
STRANDS
u! w
0
A
3/8 "0 270K
STRANDS
io
s<
N
13
r
Z
r
�
m U
J
N
I
� J
NO
Z
03
U) Z
m
N Z
3 v
o
--
N PROJECT 3"
(+1/2 1 1/2
TYPICAL PLAN OPTION 1 (LONGITUDINAL REINF.) OPTION 2 (LONGITUDINAL REINF.) OPTION 3 (LONGITUDINAL REINF.)
TOTAL PANEL AREA THIS SHEET 1 390.00 Sq.Ft.
PANEL MARK
S C
TOTAL AREA THIS TABLE
H E D U L
Sq.Ft.
E O F
PANEL MARK
P A N E L D
TOTAL AREA THIS TABLE
I M E N S
Sq.Ft.
1 0 N
PANEL MARK
S
TOTAL AREA THIS TABLE Sq.Ft.
NO. REQ'D
54.40"
31.20"
AREA /PANEL
2.00"
32.80"
33.60"
34.40"
35.20"
36.00"
36.80"
N0. REQ'D
.40"
39.20"
AREA /PANEL
40.00"
40.80"
41.60"
42.40"
43.20"
44.00"
44.80"
NO. REQ'D
.40"
47.20
Sq.Ft.)
PANEL MARK
z
TOTAL
AREA
THIS
TABLE
8S6.5
'W"
3.0
3.1
Sq.Ft.)
PANEL MARK
3.3
3.4
3.5
3.6
3.7
3.8
3.9
"W"
4.0
4.1
jSq.Ft.)
PANEL MARK
4.3
4.4
4.5
4.6
4.7
4.8
4.9
W.
5.0
5.1
NO. REQ'D
5.3
5:4
5.5
5.6
5.7
5.8
5.9
MIN. WWF WIDTH
2.67
2.77
2.87
9.47
3.
3.17
3.27
3.37
3.47
3.57
MIN. WWF WIDTH
3.67
3.77
3.87
REQUIRED FOR WWF
MAX. 2 1 R CLR. IN THIS DIRECTION
MIN. 1" CLR.
4.
4.17
4.27
4.37
4.47
4.57
MIN. WWF WIDTH
4.67
4.77
4.87
6.0
5.
5.17
5.27
5.37
5.47
5.57
AREA /PANEL
24.00"
24.87
25.60"
26.40"
27.20"
28.00"
28.80"
29.60'T
54.40"
31.20"
AREA /PANEL
2.00"
32.80"
33.60"
34.40"
35.20"
36.00"
36.80"
37.60
.40"
39.20"
AREA /PANEL
40.00"
40.80"
41.60"
42.40"
43.20"
44.00"
44.80"
45.60
.40"
47.20
Sq.Ft.)
PANEL MARK
z
TOTAL
AREA
THIS
TABLE
8S6.5
2,132.00
Sq.Ft.
NO. REQ'D
Sq.Ft.)
PANEL MARK
TOTAL
AREA
THIS
TABLE
3" "W" 3"
w o
S q.Ft.
NO. RE Q
jSq.Ft.)
PANEL MARK
W"
TOTAL
AREA
THIS
TABLE
9.5
9.6
Sq.Ft.
L---
NO. REQ'D
"W"
5'
MIN. WWF WIDTH
8.67
8.77
41
SECTION D
9.
9.17
9.27
NO. REQ'D
9.47
9.57
MIN. WWF WIDTH
5.63
8--0-
3" PROJECT 3 3
NO. REQ'D
REQUIRED FOR WWF
MAX. 2 1 R CLR. IN THIS DIRECTION
MIN. 1" CLR.
MAX. 2 1 2" CLR.
MIN. 1" CLR.
m
W
MAX. 2 1/2" CLR.
MIN. 1" CLR.
a
W"
6.0
6.1
6.2
6.3
6.4
6.5
6.6
6.7
6.8
6.9
"W"
7.0
7.1
7.3
7.4
7:5
7.6
7.7
7.8
7.9
"W"
8.0
8.1
o
8.3
8.4
8.5
8.6
8.7
8.8
8.9
MIN. WWF WIDTH
5.67
5.77
5.87
5.97
6.07
6.17
6.27
6.37
6.47
6.57
MIN. WWF WIDTH
6.67
6.77
6.87
7.
7.17
7.27
7.37
7.47
7.57
MIN. WWF WIDTH
7.67
7.77
7.87
N w Z
B.
8.17
8.27
8.37
8.47
8.57
AREA /PANEL
48.00-
48.80-
49.60"
50.40"
51.20"
52.00"
52.80"
53.60"
54.40"
55.20-
AREA /PANEL
6.00"
56.80-
57
AREA(Sq.Ft.)
(MIN.)
n
m z
OPTIONAL STRAND FOR „U„ BAR
N
2,132.00
(4 REQUIRED PER PANEL)
5
Sq.Ft.)
a
3 ABOVE /B "0 2 OK STRANDS
PANEL MARK
ABOVE /8 K 0 270K _ STRANDS ESSED
TOTAL
AREA
z
THIS
TABLE
Sq.Ft.
T AL AREA THIS
PAN MARK
TABLE 13,823.33 Sq
8S -LI
NO. REQ'D
3" "W" 3"
w o
D7.5 ®4"
NO. RE Q
290
W"
9.0
9.1
9.3
9.4
9.5
9.6
9.7
9.8
9.9
"W"
5'
MIN. WWF WIDTH
8.67
8.77
8.87
SECTION D
9.
9.17
9.27
9.37
9.47
9.57
MIN. WWF WIDTH
5.63
AREA /PANEL 72.00 72.80 73.60 74.40 75.20 76.00 76.80 77.60 40 79.20 AR /PANEL 47.67 T
Sq.Ft.) AREA(Sq.Ft.) 13,823.33
"U" BARS 8" 8" 8" 8" 2"
a " MIN. N. MIN. MIN. R =1 1/2"
Typ
3 - - - - -- -
a n wN L 2 "(TYP.) - -- #3 BAR a
3" 15 SPACES AT 6 "= 7' -6" 3" n mZ TYPICAL "U" BAR
316 "0 270K STRAND SPACING W (4 REQUIRED PER PANEL
5
SECTION A
(SHOWING STRANDS)
2" 15" 15" 15" 15" 2"
eo
MIN.. MIN.
MIN.. MIN.
a
PROVIDE ADEQUATE SIZE AND SPACING OF CARRIAGE
a�r
L-- --
3" 3 /8" 0 STRANDS
(MIN.)
n
m z
OPTIONAL STRAND FOR „U„ BAR
N
z
(4 REQUIRED PER PANEL)
5
F
♦CARRIAGE WIRES
a
16 3/8 "0 270K STRANDS
STRESS TO 16.1 KIPS EACH.
CONCRETE CLASS: H
RELEASE STRENGTH: 4000 p.s.i.
28 DAY STRENGTH: 5000 p.s.i.
TOP FINISH: BROOM
• ERECTION MARK
61.60
65.60"1 66.40"1 67.20" I 68.00" I 68.80" I 69.60 "1 - 70.40" I 71.20
TOTAL PANEL AREA THIS SHEET 1 2,132.00 Sq.Ft.
♦ SIZE AND SPACING OF CARRIAGE WIRES MAY VARY.
MAX. 1' -6" MAX, 1' -6"
PROVIDE ADEQUATE SIZE AND SPACING OF CARRIAGE
MIN. 6" MIN. 6"
BAR U
STRAND 270
WIRES NEEDED TO ENSURE PROPER HANDLING OF THE
WWF MATS.
WWF MAT TIED ABOVE
0 270K STRANDS
\
F
♦CARRIAGE WIRES
3 ABOVE /B "0 2 OK STRANDS
ABOVE /8 K 0 270K _ STRANDS ESSED
TIED
v
z
r ��
1/2" CHAMFER OPTIONAL
w
3" "W" 3"
w o
D7.5 ®4"
8 ._ 0 »
8 ._ 0 »
} w
g'_p^
SECTION B
LL:
SECTION C
SECTION D
SECTION E
0 NO LAP .SPLICE
8--0-
3" PROJECT 3 3
3.I
REQUIRED FOR WWF
MAX. 2 1 R CLR. IN THIS DIRECTION
MIN. 1" CLR.
MAX. 2 1 2" CLR.
MIN. 1" CLR.
m
W
MAX. 2 1/2" CLR.
MIN. 1" CLR.
a
z
N
U Q Z
Z(8
X
Q
m m
o
wao
<
>`
<
o. ° w
3/8 "0 270K
3
D7.5 0 Z30N
4" SPA. o
w w
- 3/8 "0 270K
io
ut o
o
3/8 "0 27OK
N u!
w
STRANDS A
w
4
} 3
}
STRANDS
<
A STRANDS
@ < 0
For Longitudinal A
AL CARRIAGE m
N
r J
N w Z
Reinf. usa
Option 1,2 or 3
z
WIRES w g
w z
N z
-
m0
iV o
®
17v
PROJECT 3" 1
i4
( +1/2 ",- 1 1/2 ")
TYPICAL PLAN
OPTION 1 (LONGITUDINAL REINF.)
OPTION 2 (LONGITUDINAL REINF.)
OPTION 3 (LONGITUDINAL REINF.)
TOTAL PANEL AREA THIS SHEET 1 2,132.00 Sq.Ft.
16 3/8 "0 270K STRANDS
"U" BARS 2" 8" 8" 8" 8" 2" STRESS TO 16.1 KIPS EACH.
N MIN. MIN. MIN. MIN. R =1 1/2" CONCRETE CLASS: H
a F -- -� (') RELEASE STRENGTH: 4000 p.s.i.
v L -- ----- - - - -U 28 DAY STRENGTH: 5000 p.s.i.
3
# BAR TOP FINISH: BROOM
3" 15 SPACES AT 6 "u 7' -6" 3" N m TYPICAL "U" BAR • ERECTION MARK
3/8 "0 270K STRAND SPACING EI 4 REQUIRED PER PANEL
5
SECTION A o
(SHOWING STRANDS)
15" 15" 15° 15" 2"
MIN.. MIN. MIN. MIN. a
a�r -_ -�
3" 3/8" 0 STRANDS to o
(MIN.) n mN°
OPTIONAL STRAND FOR "U" BAR N Wim
(4 REQUIRED PER PANEL) gN
a
VO STRAND (STRAND WILL HAVE
ZERO CONCRETE COVER IN DRAIN
OPENING)
I I I I I I
0 i ID a I ID a 1 1 4"
I I I I I I
� "�
S
C H E D
U L E O F
P A
N E L D
I M E N S 1 0 N S
MAX. V -6" MAX, 1' -g"
TOTAL AREA THIS TABLE
208.00 Sq.Ft.
TOTAL AREA
THIS TABLE
Sq.Ft. TOTAL AREA
THIS TABLE Sq.Ft.
PANEL MARK
NS -1
TO ENSURE PROPER HANDLING OF THE
WWF MAT TIED ABOVE
318" 0 270K STRANDS
PAN MARK
PAN MARK
NO. REQ'D
4
°w
♦CARRIAGE WIRES
3/8 "� I 0 2 OK STRANDS
ABOVE03 /8 K ST RAN D S ST U TIED
RAND
N
om
Z
NO. RED'
iv 1/2" CHAMFER OPTIONAL
Wo
NO. REV
3° U. 3"
W
07.5 ®4"
8 ,_ 0 »
"W"
6.5
y W
g•_p"
W .
SECTION B
z
SECTION C
W .
SECTION D
SECTION E
3 0
0 NO LAP SPLICE
MIN. WWF WIDTH
6.17
3" PROJECT 3" 3"
8g;"
;
REQUIRED FOR WWF
MAX. 2 1/2 CLR. IN THIS DIRECTION
MIN. 1" CLR.
MAX. 2 1/2" CLR.
MIN. 1" CLR.
o
MIN. WWF WIDTH
t
Z
MIN. WWF WIDTH
�
W
LZu
UQZ
QKQ
Wm
x
<
a K a
mm
0
W d 0
07.5
W a
> a
Y O
3/8 "0 270K
STRANDS
3
W
C 4" SPA. a z LL
3
W W
3/8 "0 270K
STRANDS
u!
m�
3/8 "0 270K
STRANDS
v
a 13
A
<
s
For Longitudinal
ACARRIAGE m
r
N o z
Reinf. use
Option 1,2 or 3
z
WIRES W
V, z
N z
"
o
0
Inn
®
M"
Li
�P
PROJECT 3"
a
N
N
(+1/2*,- 1 1/2")
TYPICAL PLAN
OPTION 1 (LONGITUDINAL REINF.)
OPTION 2 (LONGITUDINAL REINF.)
AREA /PANEL
52.00
AREA/PANEL
0
0
AREA /PANEL
AREA(Sq.Ft.)
208.00
AREA(Sq.Ft.)
AREA(Sq.Ft.)
�8 -0 "�
8' -0"
8' -0"
3'-11"
t % X 3y "O.D. DRAIN OPENING
(OPENING TO AT BETWEEN STRAND)
--
PLAN VIEW F
P
N VIEW
P N VIEW
(SHO G
FLARED CUTS)
(SHO G FLARED CUTS)
•
•
3' -0" 3' -0"
1' -0"
C.
• C.
16 3/8 "0 270K STRANDS
"U" BARS 2" 8" 8" 8" 8" 2" STRESS TO 16.1 KIPS EACH.
N MIN. MIN. MIN. MIN. R =1 1/2" CONCRETE CLASS: H
a F -- -� (') RELEASE STRENGTH: 4000 p.s.i.
v L -- ----- - - - -U 28 DAY STRENGTH: 5000 p.s.i.
3
# BAR TOP FINISH: BROOM
3" 15 SPACES AT 6 "u 7' -6" 3" N m TYPICAL "U" BAR • ERECTION MARK
3/8 "0 270K STRAND SPACING EI 4 REQUIRED PER PANEL
5
SECTION A o
(SHOWING STRANDS)
15" 15" 15° 15" 2"
MIN.. MIN. MIN. MIN. a
a�r -_ -�
3" 3/8" 0 STRANDS to o
(MIN.) n mN°
OPTIONAL STRAND FOR "U" BAR N Wim
(4 REQUIRED PER PANEL) gN
a
VO STRAND (STRAND WILL HAVE
ZERO CONCRETE COVER IN DRAIN
OPENING)
I I I I I I
0 i ID a I ID a 1 1 4"
I I I I I I
� "�
TOTAL PANEL AREA THIS SHEET 1 208.00 Sq.Ft.
SECTION F
DRAIN DETAIL
1 SIZE AND SPACING OF CARRIAGE WIRES MAY VARY.
MAX. V -6" MAX, 1' -g"
PROVIDE ADEQUATE SIZE AND SPACING OF CARRIAGE
MIN. 6" MIN. 6"
BAR U 3
WIRES NEEDED
WWF MATS.
TO ENSURE PROPER HANDLING OF THE
WWF MAT TIED ABOVE
318" 0 270K STRANDS
\. NDS70K
N
°w
♦CARRIAGE WIRES
3/8 "� I 0 2 OK STRANDS
ABOVE03 /8 K ST RAN D S ST U TIED
RAND
N
om
Z
iv 1/2" CHAMFER OPTIONAL
Wo
3° U. 3"
W
07.5 ®4"
8 ,_ 0 »
8 ,_ D »
y W
g•_p"
SECTION B
z
SECTION C
SECTION D
SECTION E
3 0
0 NO LAP SPLICE
3" PROJECT 3" 3"
8g;"
;
REQUIRED FOR WWF
MAX. 2 1/2 CLR. IN THIS DIRECTION
MIN. 1" CLR.
MAX. 2 1/2" CLR.
MIN. 1" CLR.
o
MAX. 2 1/2' CLR.
MIN. 1" CLR.
t
Z
a
�
W
LZu
UQZ
QKQ
Wm
x
<
a K a
mm
0
W d 0
07.5
W a
> a
Y O
3/8 "0 270K
STRANDS
3
W
C 4" SPA. a z LL
3
W W
3/8 "0 270K
STRANDS
u!
m�
3/8 "0 270K
STRANDS
v
a 13
A
<
s
For Longitudinal
ACARRIAGE m
r
N o z
Reinf. use
Option 1,2 or 3
z
WIRES W
V, z
N z
"
o
0
Inn
®
M"
Li
�P
PROJECT 3"
a
N
N
(+1/2*,- 1 1/2")
TYPICAL PLAN
OPTION 1 (LONGITUDINAL REINF.)
OPTION 2 (LONGITUDINAL REINF.)
OPTION 3 (LONGITUDINAL REINF.)
TOTAL PANEL AREA THIS SHEET 1 208.00 Sq.Ft.
SECTION F
DRAIN DETAIL