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Marshall UniversityJoan C. Edwards Stadium
Prepared by:
Huntington, West Virginia
LOCATION MAP
001 Title Sheet, Drawing Index and General Notes
101 East Grandstands Steel Framing Reference Plans
201 East and South Grandstands Typical Raker Sections
THP Limited, Inc.100 East Eighth StreetCincinnati, Ohio 45202513-241-3222
RE
VIS
ION
SIS
SU
ES
DRAWN BY:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
THP Limited, Inc.
100 East Eighth Street
Cincinnati, Ohio 45202Phone: 513.241.3222
Fax: 513.241.2981www.thpltd.com
PHASE III RESTORATION
G.J. Schmitz
S.E. Harden
C.W. Przywara
18136.00 4/2018
Marshall
University
Joan C. EdwardsStadium
Phase III Restoration
CODES AND DOCUMENTS
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ALL APPLICABLE CITY, COUNTY, STATE
AND FEDERAL LAWS INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) AND REGULATIONS
ADOPTED PURSUANT THERETO.
2. ALL WORK SHALL CONFORM TO THE CURRENT WEST VIRGINIA BUILDING CODE AND ALL LOCAL
REQUIREMENTS.
3. A SEPARATE BOUND PROJECT MANUAL DATED APRIL 2018 EXISTS AND IS PART OF THE CONTRACT
DOCUMENTS. GENERAL CONDITIONS, TECHNICAL INFORMATION, AND REQUIREMENTS ARE INCLUDED IN
THE PROJECT MANUAL, CLEARLY ORGANIZED AND DESCRIBED IN SECTIONS CONSISTENT WITH NORMALLY
ACCEPTED CONSTRUCTION SPECIFICATION INSTITUTE FORMATS. THE CONTRACTOR IS RESPONSIBLE FOR
ALL REQUIREMENTS LISTED IN THE PROJECT MANUAL, BUT NOT NECESSARILY SHOWN IN THE DRAWINGS.
4. ALL DETAILS, SECTIONS AND NOTES ON THE DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR
SITUATIONS ELSEWHERE, UNLESS OTHERWISE NOTED.
5. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED BY THE CONTRACTOR.
COORDINATION AND CONSTRUCTION
1. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR SUCCESSFUL COMPLETION
OF THIS PROJECT.
2. CONTRACTOR SHALL APPLY, SECURE, AND PAY FOR ALL REQUIRED LOCAL PERMITS, FEES, LICENSES, AND
APPROVAL FOR COMPLETION OF THE WORK.
3. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AT THE SITE PRIOR TO
SUBMITTING SHOP DRAWINGS AND FABRICATING ANY WORK. IMMEDIATELY REPORT ANY DISCREPANCIES
TO THE ENGINEER.
4. NEW CONSTRUCTION WORK SHALL ALIGN WITH AND MATCH EXISTING CONSTRUCTION EXCEPT WHERE
OTHERWISE DIMENSIONED OR DETAILED.
5. ANY ADJACENT, EXISTING FINISHES AND/OR EQUIPMENT DAMAGED DURING DEMOLITION OR
CONSTRUCTION WORK SHALL BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.
6. CONTRACTOR WILL COORDINATE ALL CONSTRUCTION ACTIVITIES, SCHEDULE, AND PHASING WITH THE
OWNER AND THE ENGINEER.
7. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS OFF SITE IN A LAWFUL MANNER. MATERIALS THAT CAN BE
RECYCLED SHALL BE AT A LOCAL RECYCLING PLANT.
SAFETY
1. PROJECT SAFETY IS CONTRACTOR'S RESPONSIBILITY. CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT THE EMPLOYEES, GENERAL PUBLIC, WORKMEN AND STRUCTURE DURING
CONSTRUCTION.
2. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY
AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING HOURS.
3. ENGINEER'S REVIEW OF CONSTRUCTION PROGRESS IS FOR CONTRACTOR'S PERFORMANCE TO ACHIEVE
THE COMPLETED DESIGN, AND IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S
SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
GENERAL NOTES:DRAWING INDEX:
TITLE SHEET,DRAWING INDEX AND
GENERAL NOTES
001
Joan C Edwards Stadium
102 South Grandstands Steel Framing Reference Plans
36
35
34
33
32
31
3029
28
W18x50
W18x50
W18x50
W18x50
W18x50W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50 W18x50
W18x50
W18x50
W18x50
W18x50W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W24x68
W24x68
W24x68
W24x68
W24x68
W24x68W24x68
W24x68 W24x68
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22
W12
x22W
12x2
2
W12
x22W
12x2
2
W12
x22
W18x50
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18
W8x18 W8x1
8
W8x18
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NTW33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W33
x130
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W24
x76
BE
NT
W18x50W18x50W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
19
20
21
22
23
24
2526
27
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50 W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W24x68
W24x68
W24x68
W24x68
W24x68
W24x68
W24x68W24x68
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W12x22
W18x50
W8x18
W8x
18
W8x
18
W8x18
W8x
18
W8x18
W8x
18
W8x18
W8x
18W8x18
W8x
18W8x18
W8x1
8W8x18
W8x1
8
W33x130 B
EN
TW
33x130 BE
NT
W33x130 B
EN
TW
33x130 BE
NT
W33x130 B
EN
TW
33x130 BE
NT
W33x130 B
EN
TW
33x130 BE
NT
W33x130 B
EN
TW
33x130 BE
NT
W33x130 B
EN
TW
33x130 BE
NT
W33x130 B
EN
T
W33x130 B
EN
T
W33x130 B
EN
T
W33x130 B
EN
T
W33x130 B
EN
T
W24x76 B
EN
T
W24x76 B
EN
T
W24x76 B
EN
T
W24x76 B
EN
T
W24x76 B
EN
T
W24x76 B
EN
TW
24x76 BE
NT
W24x76 B
EN
TW
24x76 BE
NT
W24x76 B
EN
TW
24x76 BE
NT
W24x76 B
EN
TW
24x76 BE
NT
W24x76 B
EN
TW
24x76 BE
NT
W24x76 B
EN
TW
24x76 BE
NT
W18x50W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W18x50
W33
x130
BE
NT
W24
x76
BE
NT
G
F
E
D
C
AT COLUMN LINE C
AT COLUMN LINE C
AT COLUMN LINE C
AT COLUMN LINE CAT COLUMN LINE C
AT COLUMN LINE CAT COLUMN LINE C AT COLUMN LINE C AT COLUMN LINE C AT COLUMN LINE C AT COLUMN LINE C
AT COLUMN LINE CAT COLUMN LINE C
AT COLUMN LINE C
AT COLUMN LINE C
AT COLUMN LINE C
AT COLUMN LINE C
W33
x130
BE
NT
W33
x130
BE
NT
W12
x22
W12
x22
CROSS-BRACING,
TYPICAL EACH BAY.
PARTIAL PLAN2
101 NO SCALE
EAST GRANDSTANDS
1010 2020 3030 4040 5050 4040 3030 2020 1010
KEY PLAN N
N
RE
VIS
ION
SIS
SU
ES
DRAWN BY:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
THP Limited, Inc.
100 East Eighth Street
Cincinnati, Ohio 45202Phone: 513.241.3222
Fax: 513.241.2981www.thpltd.com
PHASE III RESTORATION
G.J. Schmitz
S.E. Harden
C.W. Przywara
18136.00 4/2018
Marshall
University
Joan C. EdwardsStadium
EASTGRANDSTAND STEEL
FRAMING REFERENCE PLAN
101
RE
F
STADIUM
CLCC
9
1
2
3
4
5
6
7
8
10 11 12 13 14 15 16
A
B
C
C1
D
D1
B1
W30x99
W30
x99
W30x99
W30x9
9
W30
x99
W30
x99
W30
x99
W30
x99
W24
x76
W24
x76
W24
x76
W24
x76
W24
x76 W
24x7
6
W10
x22
W10x2
2
W10x22
W10x22
W24x76
W24x76W24x76W24x76
W24x7
6
W24
x76
W24
x76
W24
x76
W24
x76
W24
x76
W10x12
W10x12
W10x12
W10x12
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10
x12
W10
x12
W10
x12
W10x12W10x12
W10x12W10x12W10x12
W10x12W10x12W10x12
W10x12
W10x12
W10x12W10x12W10x12W10x12W10x12W10x12
W10x12W10x12W10x12
W10x12
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10x1
2
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10x22
W24X76
W30x90
W16
W14
W14
W12
W12
W12
W14W14W14W14W14
W14
W14
W14W14W14W14W14
W14
W14
W14
W14W14W14W14W14
W14
W14W14W14W14
W14W14
W14W14W14
W14
W14W14W14W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W10x12W10x12
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14W14W14
W14
W14W14
W14
W14
W14W14W14
W14
W14
W14
W14
W14
W14
W14
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14
W14 (REINFORCE)W14 (REINFORCE)W14 (REINFORCE)
W14W14
W14W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W24
x76
W10
x22
W10
x22
W10
x22
W10
x22
W10
x22
W10
x12
W14W14W14W14
W14W14W14W14
W14W14W14W14
W14W14W14
W30x90
W30
x99
W30
x99
W30
x99
W10x22
W10x12
W10x12
W10x12W10x12W10x12
W10x12
2
201
W10x12W10x12
W10x12W10x12
W10
x12
W10
x12
W10x12
3
201
STADIUM
CLCC
RE
F
15 16 17 18 19 20 2122
23
24
25
26
27
28
29
30
W10
x22
W10
x12
W30x99
W30x99
W30x99
W30x99
W30x99
W30x99
W30x99W
24x7
6
W24
x76
W24
x76
W24
x76
W24
x76W
24x7
6W
24x7
6W
24x7
6W
24x7
6W
24x7
6W
24x7
6W
10x2
2W
10x2
2W
10x2
2
W10
x22
W10x22
W10x22
W10x22
W24x76
W24x76W24x76W24x76
W24x76
W24x76
W24x76
W24x76
W24x76
W10x12
W10x12
W10x12
W10x12
W10x12W
10x12W
10x12
W10x12
W10x12W
10x12
W10x12
W10x12W
10x12
W10x12
W10x12
W10x12W10x12W10x12
W10x12W10x12W10x12
W10x12
W10x12
W10x12W10x12W10x12
W10x12W10x12W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12W
10x12
W10x12
W10x12
W10x12W
10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10
x12
W10x22
W24X76W24X76W24X76
W30x90
W16
W14
W14
W14
W12
W12
W12
W14W14
W14
W14
W14W14W14W14W14
W14W14W14
W14W14W14
W14
W14W14W14W14W14
W14
W14W14W14W14
W14
W14W14W14 W14 W14W14
W14
W14W14W14W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W14
W10x12W10x12
W14
W14
W14
W14
W14
W14
W14W14W14W14
W14
W14
W14
W14W14
W14
W14
W14
W14
W14
W14
W14
W14
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14 (REINFORCE)
W14
W14 (REINFORCE)W14 (REINFORCE)W14 (REINFORCE)W14 (REINFORCE)W14 (REINFORCE)W14 (REINFORCE)
W14W14
W14
W14
W14
W14
W14
W14
W14
W14W14W14W14
W14W14W14W14
W14
W14
W14
W14
W14
W14 (REINFORCE)W14 (REINFORCE)W14 (REINFORCE)
W30x99
W30x99
W30x99
W30x99W30x99W30x99
W30x90
A
B
C
C1
D
D1
B1
W10x22
W14
W14
W14
W14
2
201
SIM., OPP HAND
W10x12
W10x12
W10x12
W10x12W
10x12
W10x12
3
201
OPP. HAND
RE
VIS
ION
SIS
SU
ES
DRAWN BY:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
THP Limited, Inc.
100 East Eighth Street
Cincinnati, Ohio 45202Phone: 513.241.3222
Fax: 513.241.2981www.thpltd.com
PHASE III RESTORATION
G.J. Schmitz
S.E. Harden
C.W. Przywara
18136.00 4/2018
Marshall
University
Joan C. EdwardsStadium
PARTIAL PLAN1
102 NO SCALE
SOUTH GRANDSTANDS
SOUTHGRANDSTAND STEEL
FRAMING REFERENCE PLANS
102
N1010202030
KEY PLAN N
PARTIAL PLAN2
102 NO SCALE
SOUTH GRANDSTANDS
20 1010
101020203030404050504040303020201010
KEY PLAN N
MA
TC
HLI
NE
, SE
E 2
/201
MA
TC
HLI
NE
, SE
E 1
/102
N
C D E F G
SECTION1
201 3/16" = 1'-0"
TYPICAL RAKER
CONCESSION
RESTROOM
W33x130 RAKER BEAM
W24x76 RAKER BEAM
W24x76 RAKER BEAM
W33x130 RAKER BEAM
W27
12"
DIA
. SC
H. 8
0
W12
x87
W12
x65
3/8" END PLATE
VARIES
D C1 C B1 B AD1
SPLICE
SPLICE
1 2 3 4 5 6
CL STRUT
CL STRUT
T/PIER
CL NEW BRACE
SECTION2
201 NO SCALE
SOUTH GRANDSTANDS TYPICAL RAKER
SECTION3
201 NO SCALE
SOUTH GRANDSTANDS CROSS BRACING
7 (NEAR COLUMN LINE C.1)
VIEW AT COLUMN LINE D
AT COLUMN LINES 1-6 AND 25-30AT COLUMN LINES 1-6 AND 25-30
AT COLUMN LINES 6-7 AND 24-25AT COLUMN LINES 6-7 AND 24-25
AT COLUMN LINES 7-14 AND 17-24AT COLUMN LINES 7-14 AND 17-24
AT COLUMN LINES 14-17AT COLUMN LINES 14-17
W33x99 RADIAL BEAM
W24x76 RADIAL BEAM
13SIM. (END PLATE)
13SIM.
14
14
14
14
14
14
9
9
9
9
16
18
17
4
18
13
SIM.
7 TYP.
16
8 TYP.
4
18
18
14
7 TYP.
4
16
17
13 SIM. (END PLATE)SIM. (END PLATE)
7 TYP.
16
ALUMINUM STADIA SEATING NOT SHOWN
9 99 16TYP.
18 TYP.
7 TYP.14 TYP.
16 TYP. 19 TYP.
16 TYP.
18 TYP.
18 TYP.
14 TYP.7 TYP.
EXISTING STEEL PIPE COLUMN TO BE PREPARED AND OVERCOATED. REFER TO SPECIFICATION
SECTION 099100.
EXISTING PRECAST CONCRETE STADIA UNITS TO REMAIN. DO NOT DAMAGE.
EXISTING STEEL BEARING ASSEMBLY. PREPARE AND COAT. REFER TO SPECIFICATION SECTION
099100.
EXISTING BASE PLATE ASSEMBLY. PREPARE SURFACES TO BARE STEEL AND RECOAT BASE
PLATE ASSEMBLY. REFER TO SPECIFICATION SECTION 099100.
AT AREAS OF FAILED OR MISSING COATING, SPOT REPAIR AREAS PRIOR TO OVERCOATING
STEEL FRAMING MEMBRANE. REFER TO SPECIFICATION SECTION 099100.
EXISTING STEEL WIDE FLANGE COLUMN TO BE OVERCOATED. REFER TO SPECIFICATION
SECTION 099100.
EXISTING WIDE FLANGE STEEL RAKER BEAM. PREPARE SURFACES AND OVERCOAT. REFER TO
SHEET 101 FOR LOCATION INFORMATION. REFER TO SPECIFICATION SECTION 099100.
EXISTING CONNECTION BOLT. CONNECTION FOUND LOOSE SHALL BE TIGHTENED PRIOR TO
PREPARATION EFFORTS FOR OVERCOAT INSTALLATION.
EXISTING CAST-IN-PLACE CONCRETE FOOTING/PIER FOR COLUMN SUPPORT.
EXISTING CONCRETE FIELD WALL.
EXISTING PRECAST CONCRETE SPANDREL TO REMAIN. DO NOT DAMAGE.
EXISTING X-BRACING AND TURNBUCKLE ASSEMBLY (FIELD VERIFY LOCATIONS PRIOR TO
BIDDING). PREPARE SURFACES AND OVERCOAT. REFER TO SPECIFICATION SECTION 099100.
EXISTING STIFFENER PLATES. PREPARE SURFACES AND RECOAT /OVERCOAT IN CONJUNCTION
WITH ADJACENT PAINTING EFFORTS. REFER TO SPECIFICATION SECTION 099100.
EXISTING STEEL FRAMING MEMBER. PREPARE AND OVERCOAT. REFER TO SPECIFICATION
SECTION 099100.
PREPARE SURFACES AND INSTALL SILICONE COVE SEALANT. REFER TO SPECIFICATION
SECTION 099100.
HSS STEEL COLUMN. PREPARE AND OVERCOAT. REFER TO SPECIFICATION SECTION 099100.
HSS STEEL BRACE. PREPARE AND OVERCOAT. REFER TO SPECIFICATION SECTION 099100.
STEEL WIDE FLANGE BRACE/STRUT. PREPARE AND OVERCOAT. REFER TO SPECIFICATION
SECTION 099100.
STEEL ANGLE BRACING MEMBER. PREPARE AND OVERCOAT. REFER TO SPECIFICATION
SECTION 099100.
DRAWING NOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
9
4 8
13
7TYP.
2TYP.
8
4
6
14
13
3 TYP. STADIA BEARING ASSEMBLYTYP. STADIA BEARING ASSEMBLYTYP. STADIA BEARING ASSEMBLY
7 TYP.
6
13
14
13 SIM, (END PLATE)SIM, (END PLATE)SIM, (END PLATE)14
138
7
2 TYP.
14
13
8
1
9
15
7
14
2 TYP.
3 TYP. STADIA BEARING ASSEMBLY14
13
13SIM, (END PLATE)
6
9
84
11
13SIM, (END PLATE)
14
7 TYP.
RE
VIS
ION
SIS
SU
ES
DRAWN BY:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
THP Limited, Inc.
100 East Eighth Street
Cincinnati, Ohio 45202Phone: 513.241.3222
Fax: 513.241.2981www.thpltd.com
PHASE III RESTORATION
G.J. Schmitz
S.E. Harden
C.W. Przywara
18136.00 4/2018
Marshall
University
Joan C. EdwardsStadium
EAST AND SOUTHGRANDSTANDS TYPICAL
RAKER SECTIONS
201
