2024 Parking Garage Repairs_Plan Drawings.pdf
PDF 21 MB Posted
- Attached to
- ITB NO. 24-01-83 _ 2024 Parking Garage Repairs
- Solicitation number
- 57269
- Issued by
- Roanoke City, Virginia
About this file
This document appears to be a set of Plan Drawings associated with an Invitation to Bid (ITB) for the 2024 Parking Garage Repairs in Roanoke City, Virginia. The ITB, identified as ITB NO. 24-01-83, is seeking contractors to perform repair work on the Roanoke City parking garages. The project overview and scope of work details are not provided in this specific document, but it can be assumed the Plan Drawings contain technical specifications and illustrations related to the required repairs.
The jurisdictions involved in this contract opportunity are Roanoke City, with the FIPS codes 51770 and 5177068000. No additional details are provided regarding pricing terms, set asides, incumbents, funding requirements, or other salient contract information.
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Text version
Prepared by:
RE
VI
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ON
S
IS
SU
ES
PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
1/2
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BI
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IN
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
CODES
1. ALL WORK SHALL CONFORM TO THE VIRGINIA BUILDING CODE, ALL LOCAL AND ALL OSHA REQUIREMENTS. CONTRACTOR
SHALL OBTAIN ALL NECESSARY PERMITS.
2. 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.
TRAFFIC CONTROL, DUST AND DEBRIS CONTROL AND REMOVAL
1. FURNISH ALL SIGNAGE REQUIRED TO CLEARLY ESTABLISH THE WORK AREAS AS RESTRICTED AND OFF LIMITS TO THE PUBLIC. ALL SIGNS SHALL BE PROFESSIONALLY PREPARED AND REVIEWED IN ADVANCE BY THE OWNER'S
REPRESENTATIVE.
2. FURNISH ALL SIGNAGE (AND ALL OTHER NECESSARY MEASURES) TO SAFELY REROUTE PEDESTRIAN AND VEHICULAR
TRAFFIC AROUND WORK AREAS. IF NECESSARY PROVIDE TRAFFIC CONTROL PERSONNEL.
3. PROVIDE DUST AND DEBRIS CONTROL MEASURES TO ENSURE ALL DUST AND DEBRIS ETC. GENERATED BY THE WORK REMAINS WITHIN THE WORK AREA AND DOES NOT POSE HAZARDOUS OR OBJECTIONABLE CONDITIONS FOR THE MALL
PATRONS AND THE GENERAL PUBLIC.
4. DISPOSE OF ALL DEBRIS OFF SITE IN A LAWFUL MANNER.
GENERAL
1. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR SUCCESSFUL COMPLETION OF THIS
PROJECT WHETHER SUCH ARE DETAILED ON THE DRAWINGS OR NOT.
2. CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS AT THE SITE BEFORE SUBMITTAL OF SHOP DRAWINGS AND
FABRICATING ANY WORK. IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ENGINEER.
3. ALL DETAILS, SECTIONS AND NOTES ON THE DRAWINGS ARE INTENDED TO BE TYPICAL FOR SIMILAR
SITUATIONSELSEWHERE, UNLESS OTHERWISE NOTED.
PROJECT MANUAL
1. A SEPARATELY BOUND PROJECT MANUAL DATED DECEMBER, 2023 EXISTS AND IS PART OF THE CONTRACT DOCUMENTS.
GENERAL CONDITIONS AND TECHNICAL INFORMATION AND REQUIREMENTS ARE INCLUDED IN THE PROJECT MANUAL, CLEARLY ORGANIZED AND DESCRIBED IN SECTIONS CONSISTENT WITH NORMALLY ACCEPTED CONSTRUCTION SPECIFICATION INSTITUTE FORMATS. CONTRACTOR IS TOTALLY RESPONSIBLE FOR ALL REQUIREMENTS OF THIS
PROJECT LISTED IN THE PROJECT MANUAL, BUT NOT NECESSARILY INCLUDED ON DRAWINGS.
CONSTRUCTION AND SAFETY
1. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND MALL PATRONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES, ETC.
2. CONTRACTOR, AT HIS OWN EXPENSE, SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT THE SAME IN THE FIELD. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVE OF ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
3. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AS PART OF HIS RESPONSIBILITY, THE CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE CONSTRUCTION OF ALL
SCAFFOLDING FOR WORKMEN.
4. 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.
5. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
GENERAL NOTES
001 TITLE SHEET, DRAWING INDEX AND GENERAL NOTES
101 ELMWOOD GARAGE LEVEL 5 PLAN
102 ELMWOOD GARAGE LEVEL 4 PLAN
103 ELMWOOD GARAGE LEVEL 3 PLAN
104 ELMWOOD GARAGE LEVEL 2 PLAN
201 CHURCH AVENUE GARAGE TYPICAL SUPPORTED LEVEL PLAN
202A CHURCH AVENUE GARAGE SOUTH ELEVATION
202B CHURCH AVENUE GARAGE EAST & WEST ELEVATIONS
202C CHURCH AVENUE GARAGE NORTH ELEVATION
301 TOWER GARAGE LEVEL 2 PLAN
401 CENTER IN THE SQUARE GARAGE TYPICAL LEVEL PLAN
501 GAINSBORO GARAGE LEVEL 3 PLAN
601 CAMPBELL GARAGE TYPICAL SUPPORTED LEVEL PLAN
701 MARKET GARAGE TYPICAL LEVEL PLAN
801 CONCRETE REPAIR DETAILS
802 STEEL REPAIR DETAILS
901 SEALANT DETAILS
902 EXPANSION JOINT AND DRAIN DETAILS
903 MEMBRANE DETAILS
DRAWING INDEX
Title Sheet, Drawing Index and
General Notes
TOWER GARAGE
CHURCH AVENUE GARAGE ELMWOOD GARAGE
(REFER TO 300 DRAWING SERIES)
(REFER TO 200 DRAWING SERIES) (REFER TO 100 DRAWING SERIES)
VICINITY MAP
MARKET GARAGE
(REFER TO 700 DRAWING SERIES)
CAMPBELL GARAGE
(REFER TO 600 DRAWING SERIES)
GAINSBORO GARAGE
(REFER TO 500 DRAWING SERIES)
CENTER IN THE SQUARE GARAGE
(REFER TO 400 DRAWING SERIES)
City of Roanoke 2024 Parking Garages Repairs
Roanoke, VA - ITB NO. 24-01-83
513.241.3222 THPLTD.com
THP Limited 100 East Eighth Street Cincinnati, Ohio 45202
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
AutoCAD SHX Text the written consent of THP Limited.
AutoCAD SHX Text
NORTH
1 2 3 4 5 6 7 8 9 10 11 12 13 14
A
C
D
E
F
G
H
B
±15'-0" ±30'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0" ±18'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0"
±300'-0"
±30'-0" ±15'-0"
PLAN1
101 1/16" = 1'-0"
ELMWOOD GARAGE - LEVEL 5
NORTH
±1 5'-
1" ±1
8'- 0"
±2 1'-
0" ±2
1'- 0"
±2 1'-
0" ±2
1'- 0"
±1
'-0
±8 '-1
1"
RAMP DOWN
FRANKLIN
ROAD
WILLIAMSON ROAD
5 5 5 55 5
WF FRAMING BELOW
METAL FORM DECKING BELOW REMOVAL
TRENCH DRAIN
EXISTING MEMBRANE
EXISTING EPOXY OVERLAY INSTALLATION
EXISTING CONSTRUCTION JOINT
EXISTING FLOOR DRAIN
LEGEND
TYP.
1. WORK IN THIS GARAGE MAY OCCUR SIMULTANEOUSLY WITH ANY OTHER
GARAGE.
2. GARAGE CONCRETE AND SEALANT WORK TO OCCUR ON WEEKDAYS
BETWEEN 7AM AND 7PM.
3. COORDINATE WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS THROUGH LEVEL 3.
4. LEVELS 4 AND 5 CAN BE CLOSED TO ACCOMMODATE THE WORK, BUT
REOPENED FOR WEEKEND EVENTS.
5. STAIR TOWERS WORK MUST BE COORDINATED A WEEK IN ADVANCE AND
ONLY CLOSE OR PARTIALLY CLOSE ONE STAIR TOWER AT A TIME.
SCHEDULING AND PHASING NOTES:
TYP.
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
OWNER, THEN REMOVE. REFER TO SPECIFICATION SECTION 055000.
17. EXISTING EPOXY OVERLAY INSTALLATION INSTALLED IN 2018 OR 2019.
AT ANY RAMP CONCRETE REPAIRS, REPLICATE DEEP GROOVED TEXTURE, INCIDENTAL TO
CLOSED, AT LEAST TWO WEEKS IN ADVANCE.
3. EXISTING MEMBRANE NO WORK IN THIS AREA.
5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
6. REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
REMOVALS AND PROCEDURES IN ADVANCE WITH OWNER AND ENGINEER. REFER TO
SPECIFICATION SECTION 055000.
7. CONTRACTOR TO VISUALLY SURVEY EXPOSED SOFFIT AFTER METAL DECK REMOVALS FOR
CONCRETE DETERIORATION. COORDINATE LOCATIONS AND QUANTITY WITH ENGINEER
PRIOR TO PERFORMING REPAIR WORK. REFER TO DETAILS ON DRAWING 801.
8. EXISTING WINGED COMPRESSION SEAL. NO WORK. REPORT ANY PROBLEMS TO OWNER.
9. SURVEY STAIR TOWER FOR DETERIORATED STAIR AND LANDING TO CONFIRM LOCATIONS IN
ADVANCE WITH OWNER AND ENGINEER AND REMOVE AND REPLACE. REFER TO DETAILS ON
DRAWING 802. ONLY WORK IN ONE STAIR TOWER AT A TIME, KEEPING OTHER STAIR TOWER
COMPLETELY OPEN. POST SIGNAGE DIRECTING PATRONS TO OPEN STAIR.
EXISTING HEAVY DUTY TRAFFIC MEMBRANE. NO WORK. REPORT ANY PROBLEMS TO
51. SURVEY FOR POSSIBLE HEAVED EPOXY COATING FROM EXPECTED CONCRETE FLOOR
DELAMINATIONS. PERFORM CONCRETE FLOOR REPAIRS AND PATCH REPAIR EPOXY
COATING. REFER TO DETAILS 1/801 OR 2/801 AND SPECIFICATION SECTION 030100.
KNOWN POND LOCATION. WATER TEST FLOOR TO CONFIRM LOW POINT AND INSTALL NEW
CONFIRM WITH ENGINEER IN ADVANCE. REFER TO DETAIL 3/802.
91. AS ADD ALTERNATE NO. 1 WORK, AFTER COMPLETION OF REPAIRS, CLEAN ALL EXISTING AND
NEW WORK INSTALLED STEEL SURFACES AND INSTALL NEW COATING SYSTEM. REFER TO
SPECIFICATION SECTIONS 099100.
AS ADD ALTERNATE NO. 2 WORK, EXTEND NEW PUMA MEMBRANE INSTALLATION IN AREA
RE
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ES
PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
1/2
FO
R
BI
DD
IN
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Elmwood Garage Level 5 Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without the written consent of THP Limited.
C
D
E
F
G
H
B
±15'-0" ±30'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0" ±18'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0"
±300'-0"
±30'-0" ±15'-0"
PLAN1
102 1/16" = 1'-0"
ELMWOOD GARAGE - LEVEL 4 PLAN
NORTH
±1 5'-
1" ±1
8'- 0"
±2 1'-
0" ±2
1'- 0"
±2 1'-
0" ±2
1'- 0"
±1
'-0
±8 '-1
1"
RAMP DOWN
FRANKLIN
ROAD
WILLIAMSON ROAD
RAMP UP
5 5 5
5 5
1. WORK IN THIS GARAGE MAY OCCUR SIMULTANEOUSLY WITH ANY OTHER
GARAGE.
2. GARAGE CONCRETE AND SEALANT WORK TO OCCUR ON WEEKDAYS
BETWEEN 7AM AND 7PM.
3. COORDINATE WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS THROUGH LEVEL 3.
4. LEVELS 4 AND 5 CAN BE CLOSED TO ACCOMMODATE THE WORK, BUT
REOPENED FOR WEEKEND EVENTS.
5. STAIR TOWERS WORK MUST BE COORDINATED A WEEK IN ADVANCE AND
ONLY CLOSE OR PARTIALLY CLOSE ONE STAIR TOWER AT A TIME.
SCHEDULING AND PHASING NOTES:
WF FRAMING BELOW
TRENCH DRAIN
EXISTING EPOXY OVERLAY INSTALLATION
EXISTING CONSTRUCTION JOINT
EXISTING FLOOR DRAIN
LEGEND
8 11
TYP.
TYP.
TYP.
2'- 0"
1 9 91
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
OWNER, THEN REMOVE. REFER TO SPECIFICATION SECTION 055000.
17. EXISTING EPOXY OVERLAY INSTALLATION INSTALLED IN 2018 OR 2019.
AT ANY RAMP CONCRETE REPAIRS, REPLICATE DEEP GROOVED TEXTURE, INCIDENTAL TO
PRIOR TO PERFORMING REPAIR WORK. REFER TO DETAILS ON DRAWING 801.
8. EXISTING WINGED COMPRESSION SEAL. NO WORK. REPORT ANY PROBLEMS TO OWNER.
9. SURVEY STAIR TOWER FOR DETERIORATED STAIR AND LANDING TO CONFIRM LOCATIONS IN
ADVANCE WITH OWNER AND ENGINEER AND REMOVE AND REPLACE. REFER TO DETAILS ON
DRAWING 802. ONLY WORK IN ONE STAIR TOWER AT A TIME, KEEPING OTHER STAIR TOWER
COMPLETELY OPEN. POST SIGNAGE DIRECTING PATRONS TO OPEN STAIR.
EXISTING HEAVY DUTY TRAFFIC MEMBRANE. NO WORK. REPORT ANY PROBLEMS TO11. CONTRACTOR TO VISUALLY SURVEY GARAGE FLOOR TO LOCATE AND DISCREETLY MARK
SPALLED, DELAMINATED, OR OTHERWISE DETERIORATED CONCRETE. COORDINATE
LOCATIONS AND QUANTITY WITH ENGINEER PRIOR TO PERFORMING REPAIRS. WORK TO BE
PERFORMED ON A UNIT PRICE BASIS. REFER TO DRAWING 801 FOR UNIT PRICE REPAIR
DETAILS.
EXISTING OLD AND WORN MEMBRANE. COORDINATE AT LEAST TWO WEEKS IN ADVANCE,
19. CONTRACTOR TO VISUALLY SURVEY SLAB SURFACES TO LOCATE AND DISCREETLY MARK
RANDOM SLAB CRACKS. AS A UNIT COST WORK ITEM, COORDINATE LOCATION AND
QUANTITY WITH ENGINEER AND PERFORM RANDOM CRACK SEALANT REPAIR PER DETAIL
4/901.
VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL51. SURVEY FOR POSSIBLE HEAVED EPOXY COATING FROM EXPECTED CONCRETE FLOOR
DELAMINATIONS. PERFORM CONCRETE FLOOR REPAIRS AND PATCH REPAIR EPOXY
COATING. REFER TO DETAILS 1/801 OR 2/801 AND SPECIFICATION SECTION 030100.
KNOWN POND LOCATION. WATER TEST FLOOR TO CONFIRM LOW POINT AND INSTALL NEW
CONFIRM WITH ENGINEER IN ADVANCE. REFER TO DETAIL 3/802.
91. AS ADD ALTERNATE NO. 1 WORK, AFTER COMPLETION OF REPAIRS, CLEAN ALL EXISTING AND
NEW WORK INSTALLED STEEL SURFACES AND INSTALL NEW COATING SYSTEM. REFER TO
SPECIFICATION SECTIONS 099100.
AS ADD ALTERNATE NO. 2 WORK, EXTEND NEW PUMA MEMBRANE INSTALLATION IN AREA
RE
VI
SI
ON
S
IS
SU
ES
PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
1/2
FO
R
BI
DD
IN
G
DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Elmwood Garage Level 4 Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
C
D
E
F
G
H
B
±15'-0" ±30'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0" ±18'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0"
±300'-0"
±30'-0" ±15'-0"
PLAN1
103 1/16" = 1'-0"
ELMWOOD GARAGE - LEVEL 3 PLAN
NORTH
±1 5'-
1" ±1
8'- 0"
±2 1'-
0" ±2
1'- 0"
±2 1'-
0" ±2
1'- 0"
±1
'-0
±8 '-1
1"
RAMP DOWN
FRANKLIN
ROAD
WILLIAMSON ROAD
RAMP UP
5 5 5
5 5
1. WORK IN THIS GARAGE MAY OCCUR SIMULTANEOUSLY WITH ANY OTHER
GARAGE.
2. GARAGE CONCRETE AND SEALANT WORK TO OCCUR ON WEEKDAYS
BETWEEN 7AM AND 7PM.
3. COORDINATE WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS THROUGH LEVEL 3.
4. LEVELS 4 AND 5 CAN BE CLOSED TO ACCOMMODATE THE WORK, BUT
REOPENED FOR WEEKEND EVENTS.
5. STAIR TOWERS WORK MUST BE COORDINATED A WEEK IN ADVANCE AND
ONLY CLOSE OR PARTIALLY CLOSE ONE STAIR TOWER AT A TIME.
SCHEDULING AND PHASING NOTES:
1'-0"
WF FRAMING BELOW
TRENCH DRAIN
SILANE/CORROSION INHIBITOR TREATMENT
EXISTING CONSTRUCTION JOINT
EXISTING FLOOR DRAIN
LEGEND
TYP.
TYP.
TYP
TYP.
1 9 91
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
PRIOR TO PERFORMING REPAIR WORK. REFER TO DETAILS ON DRAWING 801.
8. EXISTING WINGED COMPRESSION SEAL. NO WORK. REPORT ANY PROBLEMS TO OWNER.
9. SURVEY STAIR TOWER FOR DETERIORATED STAIR AND LANDING TO CONFIRM LOCATIONS IN
ADVANCE WITH OWNER AND ENGINEER AND REMOVE AND REPLACE. REFER TO DETAILS ON
DRAWING 802. ONLY WORK IN ONE STAIR TOWER AT A TIME, KEEPING OTHER STAIR TOWER
COMPLETELY OPEN. POST SIGNAGE DIRECTING PATRONS TO OPEN STAIR.
EXISTING HEAVY DUTY TRAFFIC MEMBRANE. NO WORK. REPORT ANY PROBLEMS TO11. CONTRACTOR TO VISUALLY SURVEY GARAGE FLOOR TO LOCATE AND DISCREETLY MARK
SPALLED, DELAMINATED, OR OTHERWISE DETERIORATED CONCRETE. COORDINATE
LOCATIONS AND QUANTITY WITH ENGINEER PRIOR TO PERFORMING REPAIRS. WORK TO BE
PERFORMED ON A UNIT PRICE BASIS. REFER TO DRAWING 801 FOR UNIT PRICE REPAIR
DETAILS.
EXISTING OLD AND WORN MEMBRANE. COORDINATE AT LEAST TWO WEEKS IN ADVANCE,19. CONTRACTOR TO VISUALLY SURVEY SLAB SURFACES TO LOCATE AND DISCREETLY MARK
RANDOM SLAB CRACKS. AS A UNIT COST WORK ITEM, COORDINATE LOCATION AND
QUANTITY WITH ENGINEER AND PERFORM RANDOM CRACK SEALANT REPAIR PER DETAIL
4/901.
VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
CONFIRM WITH ENGINEER IN ADVANCE. REFER TO DETAIL 3/802.
91. AS ADD ALTERNATE NO. 1 WORK, AFTER COMPLETION OF REPAIRS, CLEAN ALL EXISTING AND
NEW WORK INSTALLED STEEL SURFACES AND INSTALL NEW COATING SYSTEM. REFER TO
SPECIFICATION SECTIONS 099100.
AS ADD ALTERNATE NO. 2 WORK, EXTEND NEW PUMA MEMBRANE INSTALLATION IN AREA
RE
VI
SI
ON
S
IS
SU
ES
PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
1/2
FO
R
BI
DD
IN
G
DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Elmwood Garage Level 3 Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
C
D
E
F
G
H
B
±15'-0" ±30'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0" ±18'-0" ±24'-0" ±24'-0" ±24'-0" ±24'-0"
±300'-0"
±30'-0" ±15'-0"
PLAN1
104 1/16" = 1'-0"
ELMWOOD GARAGE - LEVEL 2 PLAN
NORTH
±1 5'-
1" ±1
8'- 0"
±2 1'-
0" ±2
1'- 0"
±2 1'-
0" ±2
1'- 0"
±1
'-0
±8 '-1
1"
RAMP DOWN
FRANKLIN
ROAD
WILLIAMSON ROAD
RAMP UP
5 5
5 5
1. WORK IN THIS GARAGE MAY OCCUR SIMULTANEOUSLY WITH ANY OTHER
GARAGE.
2. GARAGE CONCRETE AND SEALANT WORK TO OCCUR ON WEEKDAYS
BETWEEN 7AM AND 7PM.
3. COORDINATE WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS THROUGH LEVEL 3.
4. LEVELS 4 AND 5 CAN BE CLOSED TO ACCOMMODATE THE WORK, BUT
REOPENED FOR WEEKEND EVENTS.
5. STAIR TOWERS WORK MUST BE COORDINATED A WEEK IN ADVANCE AND
ONLY CLOSE OR PARTIALLY CLOSE ONE STAIR TOWER AT A TIME.
SCHEDULING AND PHASING NOTES:
WF FRAMING BELOW
METAL FORM DECKING BELOW
TRENCH DRAIN
EXISTING CONSTRUCTION JOINT
EXISTING FLOOR DRAIN
LEGEND
22TYP. LEVEL 2
22 TYP. LEVEL 2
TYP.
TO S.O.G.
TYP.
START OF STRUCTURAL
FLOOR LEVEL 1 TO 2 RAMP
11 KNOWN LOCATION
1 9 91
76 76
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
6. REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
REMOVALS AND PROCEDURES IN ADVANCE WITH OWNER AND ENGINEER. REFER TO
SPECIFICATION SECTION 055000.
7. CONTRACTOR TO VISUALLY SURVEY EXPOSED SOFFIT AFTER METAL DECK REMOVALS FOR
CONCRETE DETERIORATION. COORDINATE LOCATIONS AND QUANTITY WITH ENGINEER
PRIOR TO PERFORMING REPAIR WORK. REFER TO DETAILS ON DRAWING 801.
8. EXISTING WINGED COMPRESSION SEAL. NO WORK. REPORT ANY PROBLEMS TO OWNER.
9. SURVEY STAIR TOWER FOR DETERIORATED STAIR AND LANDING TO CONFIRM LOCATIONS IN
ADVANCE WITH OWNER AND ENGINEER AND REMOVE AND REPLACE. REFER TO DETAILS ON
DRAWING 802. ONLY WORK IN ONE STAIR TOWER AT A TIME, KEEPING OTHER STAIR TOWER
COMPLETELY OPEN. POST SIGNAGE DIRECTING PATRONS TO OPEN STAIR.
EXISTING HEAVY DUTY TRAFFIC MEMBRANE. NO WORK. REPORT ANY PROBLEMS TO11. CONTRACTOR TO VISUALLY SURVEY GARAGE FLOOR TO LOCATE AND DISCREETLY MARK
SPALLED, DELAMINATED, OR OTHERWISE DETERIORATED CONCRETE. COORDINATE
LOCATIONS AND QUANTITY WITH ENGINEER PRIOR TO PERFORMING REPAIRS. WORK TO BE
PERFORMED ON A UNIT PRICE BASIS. REFER TO DRAWING 801 FOR UNIT PRICE REPAIR
DETAILS.
EXISTING OLD AND WORN MEMBRANE. COORDINATE AT LEAST TWO WEEKS IN ADVANCE,
SUPPLEMENTAL DRAIN AND PIPING. REFER TO DETAILS 6/902 OR 7/902.
53. KNOWN DETERIORATED PRECAST CURB. CONFIRM LOCATIONS WITH OWNER AND REPLACE.
REFER TO SPECIFICATION SECTION 030100.
SURVEY STAIR TOWER FOR DETERIORATED CMU UNITS AND MORTAR JOINTS. CONFIRM
CONFIRM WITH ENGINEER IN ADVANCE. REFER TO DETAIL 3/802.
91. AS ADD ALTERNATE NO. 1 WORK, AFTER COMPLETION OF REPAIRS, CLEAN ALL EXISTING AND
NEW WORK INSTALLED STEEL SURFACES AND INSTALL NEW COATING SYSTEM. REFER TO
SPECIFICATION SECTIONS 099100.
AS ADD ALTERNATE NO. 2 WORK, EXTEND NEW PUMA MEMBRANE INSTALLATION IN AREA
22. POLYURETHANE SEALANTS INSTALLED IN BEAM LINE JOINTS IN 2020. DO NOT DAMAGE.
CROSSOVER STRIPS ON TWO LEVELS WITH KNOWN DETERIORATION. CONFIRM WORK
19. CONTRACTOR TO VISUALLY SURVEY SLAB SURFACES TO LOCATE AND DISCREETLY MARK
RANDOM SLAB CRACKS. AS A UNIT COST WORK ITEM, COORDINATE LOCATION AND
QUANTITY WITH ENGINEER AND PERFORM RANDOM CRACK SEALANT REPAIR PER DETAIL
4/901.
VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
43. SLAB ON GRADE. NO WORK.
ASSUME ONE WEEK NEED FOR MAN LIFT RENTAL WITH STREET PERMIT FOR ALL WORK.
RAMP BETWEEN LEVELS. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
14. KNOWN LOCATION OF FAILED WINGED COMPRESSION SEAL. ASSUME 5 FT LENGTH
REPLACEMENT WITH NEW HEAT WELDED SPLICES AT ENDS. REFER TO DETAIL 2 ON
DRAWING 902.
SPIRAL EXIT RAMP. MAINTAIN ACCESS TO VEHICULAR TRAFFIC AT ALL TIMES. COORDINATE
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DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Elmwood Garage Level 2 Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
PLAN1
201 1/16" = 1'-0"
CHURCH AVENUE GARAGE - TYPICAL SUPPORTED LEVEL
±34'-9" ±14'-1" ±21'-2" ±1'-6"
±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±21'-2" ±19'-8" ±1'-6"
±15'-10"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
A
C
D
E
RAMP DOWNRAMP UP
RAMP UP RAMP DOWN
±4 9'-
±4 9'-
±2 5'-
8"
±1 0'-
5"
NORTH
±292'-6"
±9 9'-
8"
CHURCH AVENUE
FIRST STREET
28 LEVELS 2 TO 8 (1A TO 4A)
28LEVELS 3 TO 7 (2B TO 4B)
EX
IT
R
AM
P
DO
W N
LEGEND
EXISTING FLOOR DRAIN
EXISTING DRAIN RISER
EXISTING CONTROL JOINT
EXISTING EXPANSION JOINT
1. WORK IN THIS GARAGE MAY OCCUR SIMULTANEOUSLY WITH ANY OTHER
GARAGE.
2. ALL WORK TO OCCUR ON WEEKDAYS BETWEEN 7AM AND 7PM.
3. STAIR TOWERS MUST REMAIN ACCESSIBLE DURING WORK. PROVIDE FOR
COVER PLATES OVER TOP CURING NEW SEAL INSTALLATION.
SCHEDULING AND PHASING NOTES:
20TYP
20TYP
20TYP
20 TYP
TYP. ALL LEVELS
TYP. ALL LEVELS
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
15. SPIRAL EXIT RAMP. MAINTAIN ACCESS TO VEHICULAR TRAFFIC AT ALL TIMES. COORDINATE
TEMPORARY FLOOR-BY-FLOOR CLOSURES WITH OWNER TO ACCOMMODATE WORK AT LEAST
7 DAYS IN ADVANCE.
POTENTIAL METAL DECK REMOVAL AREA BELOW. CONFIRM LOCATION AND EXTEND WITH
MATCH EXISTING. REFER TO DETAIL 5 ON DRAWING 902.
28. EXISTING PREMOLD EXPANSION JOINT. DO NOT DAMAGE. REPORT ANY SPLITS IN SEAL OR
DEBONDING TO OWNER.
CONTRACTOR TO VISUALLY SURVEY FLOOR LEVELS FOR FAILED TEE JOINTS, BROKEN
11. CONTRACTOR TO VISUALLY SURVEY GARAGE FLOOR TO LOCATE AND DISCREETLY MARK
SPALLED, DELAMINATED, OR OTHERWISE DETERIORATED CONCRETE. COORDINATE
LOCATIONS AND QUANTITY WITH ENGINEER PRIOR TO PERFORMING REPAIRS. WORK TO BE
PERFORMED ON A UNIT PRICE BASIS. REFER TO DRAWING 801 FOR UNIT PRICE REPAIR
DETAILS.
EXISTING OLD AND WORN MEMBRANE. COORDINATE AT LEAST TWO WEEKS IN ADVANCE,
20. VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
SURFACE REPAIRS. CONFIRM REPAIR QUANTITES ENCOUNTERED ON DAILY BASIS WITH
ENGINEER. REFER TO DETAILS 5 AND 6 ON DRAWING 801. COORDINATE SIDEWALK AND
STREET LANE CLOSURE AT LEAST TWO WEEKS IN ADVANCE WITH OWNER. REFER TO
MARKED ELEVATIONS ON DRAWINGS 202A, 202B, AND 202C FOR KNOWN LOCATIONS OF
DETERIORATION.
AS BASE BID WORK, SHOTBLAST PREPARE FLOOR AND APPLY SILANE/CORROSION INHIBITOR.
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Church Avenue Garage Typical Supported
Level Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
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AutoCAD SHX Text project for which it was prepared without
SOUTH ELEVATION1
202A NO SCALE
CHURCH AVENUE GARAGE
62 62
TYP.
20 20
20 20
PLAN NOTES:
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
2. EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
ENTRANCES FOR OFF HOURS OR WEEKENDS WHEN ENTRANCE CAN BE TEMPORARILY
CLOSED, AT LEAST TWO WEEKS IN ADVANCE.
EXISTING MEMBRANE NO WORK IN THIS AREA.20. VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
SURFACE REPAIRS. CONFIRM REPAIR QUANTITES ENCOUNTERED ON DAILY BASIS WITH
ENGINEER. REFER TO DETAILS 5 AND 6 ON DRAWING 801. COORDINATE SIDEWALK AND
STREET LANE CLOSURE AT LEAST TWO WEEKS IN ADVANCE WITH OWNER. REFER TO
MARKED ELEVATIONS ON DRAWINGS 202A, 202B, AND 202C FOR KNOWN LOCATIONS OF
DETERIORATION.
AS BASE BID WORK, SHOTBLAST PREPARE FLOOR AND APPLY SILANE/CORROSION INHIBITOR.
CONFIRM LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAIL 1/902.
62. ENTRANCE/EXIT LANE OR PRIMARY VEHICULAR TRAFFIC CIRCULATION LANE. MAINTAIN
CONTINUOUS ACCESS AT ALL TIMES UNLESS NOTED OTHERWISE. COORDINATE TEMPORARY
CLOSURES WITH OWNER TO ACCOMMODATE WORK AT LEAST SEVEN (7) DAYS IN ADVANCE.
TICKET BOOTH. NO WORK. MAINTAIN ACCESS AT ALL TIMES UNLESS NOTED OTHERWISE.
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Church Avenue Garage South Elevation
202A
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
EAST ELEVATION1
202B NO SCALE
CHURCH AVENUE GARAGE
WEST ELEVATION1
202B NO SCALE
CHURCH AVENUE GARAGE
PLAN NOTES:
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
2. EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
ENTRANCES FOR OFF HOURS OR WEEKENDS WHEN ENTRANCE CAN BE TEMPORARILY
CLOSED, AT LEAST TWO WEEKS IN ADVANCE.
EXISTING MEMBRANE NO WORK IN THIS AREA.20. VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
SURFACE REPAIRS. CONFIRM REPAIR QUANTITES ENCOUNTERED ON DAILY BASIS WITH
ENGINEER. REFER TO DETAILS 5 AND 6 ON DRAWING 801. COORDINATE SIDEWALK AND
STREET LANE CLOSURE AT LEAST TWO WEEKS IN ADVANCE WITH OWNER. REFER TO
MARKED ELEVATIONS ON DRAWINGS 202A, 202B, AND 202C FOR KNOWN LOCATIONS OF
DETERIORATION.
AS BASE BID WORK, SHOTBLAST PREPARE FLOOR AND APPLY SILANE/CORROSION INHIBITOR.
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Church Avenue Garage East and West
Elevations
202B
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
NORTH ELEVATION1
202C NO SCALE
CHURCH AVENUE GARAGE
2 2 2 2
PLAN NOTES:
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
2. EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
ENTRANCES FOR OFF HOURS OR WEEKENDS WHEN ENTRANCE CAN BE TEMPORARILY
CLOSED, AT LEAST TWO WEEKS IN ADVANCE.
EXISTING MEMBRANE NO WORK IN THIS AREA.20. VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
SURFACE REPAIRS. CONFIRM REPAIR QUANTITES ENCOUNTERED ON DAILY BASIS WITH
ENGINEER. REFER TO DETAILS 5 AND 6 ON DRAWING 801. COORDINATE SIDEWALK AND
STREET LANE CLOSURE AT LEAST TWO WEEKS IN ADVANCE WITH OWNER. REFER TO
MARKED ELEVATIONS ON DRAWINGS 202A, 202B, AND 202C FOR KNOWN LOCATIONS OF
DETERIORATION.
AS BASE BID WORK, SHOTBLAST PREPARE FLOOR AND APPLY SILANE/CORROSION INHIBITOR.
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Church Avenue Garage North Elevation
202C
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
301 1/16" = 1'-0"
TOWER GARAGE - LEVEL 2
1 2 3 4 5 5.8 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 20.6 21 22
±2'-2 1/2" ±12'-6" ±15'-6 1/2" ±15'-2" ±14'-6" ±17'-10 1/4" ±2'-9 3/4"
±14'-6" ±15'-2" ±15'-6 1/2" ±12'-6" ±2'-1 1/2"
±9'-3 1/2" ±15'-6 1/2" ±15'-0" ±15'-0" ±15'-0" ±15'-0" ±15'-0" ±15'-0" ±15'-0" ±8'-11 1/2" ±6'-7" ±12'-6"
A
B
C
C.9
D
D.9
E
F
F.1
G
G.1
H
I
J
±296'-1"
16.914.8
±1 2'-
6" ±1
5'- 6 1
/2" ±1
5'- 2"
±1 2'-
4" ±2
'-2
±2 0'-
8" ±2
'-2
±1 2'-
4" ±1
'-8
±1 3'-
6" ±1
5'- 6 1
/2" ±1
2'- 6"
±1
'-1
NORTH
±2'-2 1/2"
±2 '-2
1/ 2"
±2 '-2
1/ 2"
MARKET
STREET
SALEM AVENUE
GARAGE AND TOWER GARAGE ONLY
NORFOLK AVENUE
EXISTING EXPANSION JOINT
NEW PUMA MEMBRANE
ADD ALTERNATE PUMA MEMBRANE
EXISTING MEMBRANE
LEGEND
26 TYP ALONG GRIDELINE 10.5 ALL LEVELS
1. WORK IN GARAGE MAY OCCUR SIMULTANEOUSLY WITH WORK IN ANY OTHER
GARAGES.
2. COORDINATE ALL WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS.
3. COORDINATE NOTE 12 PUMA MEMBRANE WORK FOR ONE WEEKNIGHT 7:00PM TO
7:00AM SHUT DOWN AT LEAST TWO WEEKS IN ADVANCE.
SCHEDULING AND PHASING NOTES:
3 10
12 92
TYP
TYP
5 5
11 KNOWN LOCATION
62 62 62
12 92
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
2. EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
ENTRANCES FOR OFF HOURS OR WEEKENDS WHEN ENTRANCE CAN BE TEMPORARILY
CLOSED, AT LEAST TWO WEEKS IN ADVANCE.
3. EXISTING MEMBRANE NO WORK IN THIS AREA.
26. CONTRACTOR TO VISUALLY SURVEY WINGED COMPRESSION SEAL TO LOCATE AND
DISCREETLY MARK DAMAGED WINGED COMPRESSION SEAL HEADER MATERIAL. AS A UNIT
COST WORK ITEM, COORDINATE LOCATION AND QUANTITY WITH ENGINEER AND PERFORM
WINGED COMPRESSION SEAL REPAIRS PER DETAIL 1/902. ASSUME LENGTH OF REPAIR TO BE
A MINIMUM OF 1'-6”.
27. VISUALLY SURVEY STAIR TOWER FOR POSSIBLE DETERIORATED STEP INFILLS. CONFIRM
LOCATIONS WITH OWNER AND REMOVE AND REPLACE INFILLS, AND PAINT SURFACE TO
MATCH EXISTING. REFER TO DETAIL 5 ON DRAWING 902.
EXISTING PREMOLD EXPANSION JOINT. DO NOT DAMAGE. REPORT ANY SPLITS IN SEAL OR
5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
COMPLETELY OPEN. POST SIGNAGE DIRECTING PATRONS TO OPEN STAIR.
10. EXISTING HEAVY DUTY TRAFFIC MEMBRANE. NO WORK. REPORT ANY PROBLEMS TO
OWNER.
11. CONTRACTOR TO VISUALLY SURVEY GARAGE FLOOR TO LOCATE AND DISCREETLY MARK
SPALLED, DELAMINATED, OR OTHERWISE DETERIORATED CONCRETE. COORDINATE
LOCATIONS AND QUANTITY WITH ENGINEER PRIOR TO PERFORMING REPAIRS. WORK TO BE
PERFORMED ON A UNIT PRICE BASIS. REFER TO DRAWING 801 FOR UNIT PRICE REPAIR
DETAILS.
12. EXISTING OLD AND WORN MEMBRANE. COORDINATE AT LEAST TWO WEEKS IN ADVANCE,
PREPARE SURFACES AND INSTALL NEW PUMA HEAVY DUTY MEMBRANE SYSTEM IN ONE
WEEKNIGHT 7:00PM TO 7:00AM CLOSURE. REFER TO SPECIFICATION SECTION 071850.
RAMP BETWEEN LEVELS. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
CONFIRM LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAIL 1/902.
62. ENTRANCE/EXIT LANE OR PRIMARY VEHICULAR TRAFFIC CIRCULATION LANE. MAINTAIN
CONTINUOUS ACCESS AT ALL TIMES UNLESS NOTED OTHERWISE. COORDINATE TEMPORARY
CLOSURES WITH OWNER TO ACCOMMODATE WORK AT LEAST SEVEN (7) DAYS IN ADVANCE.
TICKET BOOTH. NO WORK. MAINTAIN ACCESS AT ALL TIMES UNLESS NOTED OTHERWISE.92. AS ADD ALTERNATE NO. 2 WORK, EXTEND NEW PUMA MEMBRANE INSTALLATION IN AREA
SHADED.
LEVEL TO DIRECT PATRONS TO OTHER OPEN STAIRS.
40. KNOWN LOCATION OF DAMAGED GUARDRAIL. CONFIRM LOCATION AND DIMENSIONS WITH
OWNER AND REPLACE WITH NEW GALVANIZED STEEL GUARDRAIL. REFER TO DETAIL 7 ON
DRAWING 802 AND SPECIFICATION SECTION 055000.
41. IN CONJUNCTION WITH WORK PER KEY NOTE 40, CAREFULLY CHIP POST-TENSIONED FLOOR
AT THE TWO KNOWN DISPLACED RAIL POSTS TO RESET THE POSTS TO ORIGINAL POSITIONS
AND REPAIR FLOOR. REFER TO SPECIFICATION SECTION 030100.
LOCATIONS OF STAIR PAN CONCRETE INFILL DETERIORATION. REMOVE CONCRETE,
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Tower Garage Level 2 Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
401 1/16" = 1'-0"
CENTER IN THE SQUARE GARAGE - TYPICAL LEVEL
NORTH
KIRK AVE SW
RAMP UP
A B C D E F G
20'-3" 30'-0" 23'-9" 2'-3"
26'-0" 26'-0"
'-6
7.5
'-3
'-7
6.3
'-9
7'- 7"
'-4
'-0
'-0
'-0
'-2
Cx Cy
CAMPBELL AVE
5 TYP.
5 TYP.
5 TYP.
1. WORK IN THIS GARAGE TO OCCUR WHEN WORK AND PARKING DISRUPTION
IN BOTH ELMWOOD AND TOWER GARAGES ARE NOT IN PROGRESS.
2. ALL WORK TO OCCUR ON WEEKDAYS BETWEEN 7AM AND 7PM.
SCHEDULING AND PHASING NOTES:
18 BETWEEN LEVELS
EXISTING CONSTRUCTION JOINT
EXISTING FLOOR DRAIN
KNOWN LOOSE SOFFIT LOCATION AND LEVEL
LEGEND
11 19
TYP
LEVEL 4
X (3) 67
X (1)X (2)
X (3)
X (4)
X (3)
X (4)
X (2)X (2)X (2)
X (3)
X (3)
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
2. EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
ENTRANCES FOR OFF HOURS OR WEEKENDS WHEN ENTRANCE CAN BE TEMPORARILY
CLOSED, AT LEAST TWO WEEKS IN ADVANCE.
EXISTING MEMBRANE NO WORK IN THIS AREA.5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF11. CONTRACTOR TO VISUALLY SURVEY GARAGE FLOOR TO LOCATE AND DISCREETLY MARK
SPALLED, DELAMINATED, OR OTHERWISE DETERIORATED CONCRETE. COORDINATE
LOCATIONS AND QUANTITY WITH ENGINEER PRIOR TO PERFORMING REPAIRS. WORK TO BE
PERFORMED ON A UNIT PRICE BASIS. REFER TO DRAWING 801 FOR UNIT PRICE REPAIR
DETAILS.
EXISTING OLD AND WORN MEMBRANE. COORDINATE AT LEAST TWO WEEKS IN ADVANCE,
EXISTING EPOXY OVERLAY INSTALLATION INSTALLED IN 2018 OR 2019.
18. AT ANY RAMP CONCRETE REPAIRS, REPLICATE DEEP GROOVED TEXTURE, INCIDENTAL TO
REPAIRS.
19. CONTRACTOR TO VISUALLY SURVEY SLAB SURFACES TO LOCATE AND DISCREETLY MARK
RANDOM SLAB CRACKS. AS A UNIT COST WORK ITEM, COORDINATE LOCATION AND
QUANTITY WITH ENGINEER AND PERFORM RANDOM CRACK SEALANT REPAIR PER DETAIL
4/901.
VISUALLY SURVEY FACADE CONCRETE SURFACES VIA MAN LIFT AND PERFORM VERTICAL
REMOVE AND REPLACE EXISTING PREMOLD SEAL. REFER TO DETAIL 8/902.
67. VISUALLY SURVEY SOFFITS ON ALL LEVELS WITH ENGINEER TO CONFIRM LOCATIONS OF
LOOSE OVERHEAD CONCRETE REQUIRING REMOVAL, THEN PERFORM WORK USING MAN LIFT
OR ROLLING SCAFFOLD. ASSUME (10) SEPARATE LOCATIONS SPREAD OVER GARAGE FOR
BIDDING PURPOSES.
SURVEY STAIR PANS AFTER NOSING REMOVALS FOR POSSIBLE REPLACEMENT LOCATIONS.
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DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
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DRAWN BY:
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J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Center in the Square Garage Level 2 Plan
/14 /20
AD
DE
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UM
N
O.
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
LEVEL 3 PLAN1
501 1/16" = 1'-0"
GAINSBORO GARAGE
CENTRE AVENUE
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
G
±2 1'-
8" ±2
1'- 8"
±1 8'-
4" ±2
1'- 8"
±2 0'-
0" ±2
0'- 0"
±26'-0" ±30'-0" ±30'-0" ±30'-0" ±30'-0" ±30'-0" ±30'-0" ±26'-0" ±14'-0" ±14'-0" ±1'-6"
±260'-0"
±1
'-4
EXISTING BOLLARD
EXISTING DRAIN RISER
EXISTING TRENCH DRAIN
EXISTING TEE TO TEE JOINT
EXISTING EXPANSION JOINT SYSTEM
CAST-IN-PLACE CONCRETE
LEGEND
5 TYP.
4 TYP.
NORTH
1. WORK IN THIS GARAGE TO OCCUR SIMULTANEOUSLY WITH WORK IN CHURCH
AVENUE AND CAMPBELL GARAGES.
2. ALL WORK TO OCCUR ON WEEKDAYS BETWEEN 8AM AND 8PM.
SCHEDULING AND PHASING NOTES:
SHENANDOAH AVENUE
2'- 6"
3'-0"± 3'-0"±
3'- 0"
TYP. ALL LEVELS
TYP. ALL LEVELS
PLAN NOTES:
STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
CONFIRM LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAIL 1/902.
62. ENTRANCE/EXIT LANE OR PRIMARY VEHICULAR TRAFFIC CIRCULATION LANE. MAINTAIN
CONTINUOUS ACCESS AT ALL TIMES UNLESS NOTED OTHERWISE. COORDINATE TEMPORARY
CLOSURES WITH OWNER TO ACCOMMODATE WORK AT LEAST SEVEN (7) DAYS IN ADVANCE.
TICKET BOOTH. NO WORK. MAINTAIN ACCESS AT ALL TIMES UNLESS NOTED OTHERWISE.
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
29. CONTRACTOR TO VISUALLY SURVEY FLOOR LEVELS FOR FAILED TEE JOINTS, BROKEN
WELDS AT TEE-TO-TEE CONNECTIONS AND DETERIORATED JOINT EDGES. CONFIRM
LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAILS 3/901 AND 7/901.
SURVEY INTERIOR SLOPED BAY FLOORS FOR POSSIBLE WIDE CRACKS AND DETERIORATED
EXISTING MEMBRANE NO WORK IN THIS AREA.
4. PLANTERS. NO WORK.
5. EXISTING FLOOR DRAINS. PROTECT FROM DEBRIS DURING ALL WORK.
REMOVE EXISTING METAL FORM DECK ON SOFFIT BELOW. CONFIRM LOCATED EXTENT OF
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Gainsboro Garage Level 3 Plan
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
601 1/16" = 1'-0"
CAMPBELL GARAGE - TYP. SUPPORTED LEVEL
NORTH
LIGHT POLE AND BASE
PIER MOUNTED LIGHT
EXISTING JOINT SEALANTS
CAST-IN-PLACE CONCRETE
LEGEND
A
±6 0'-
5"
B
C
±6 0'-
5"
±1
'-1 0"
±45'-0"
23456
36'-0"±36'-0"±36'-0"±45'-0"±
±198'-0"
RAMP DOWN
RAMP DOWN
CAMPBELL
AVENUE
TYP. LOWER LEVELS
TYP. LOWER LEVELS
1. WORK IN THIS GARAGE TO OCCUR SIMULTANEOUSLY WITH WORK IN ANY OTHER
GARAGE.
2. COORDINATE ALL WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS.
SCHEDULING AND PHASING NOTES:
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS29. CONTRACTOR TO VISUALLY SURVEY FLOOR LEVELS FOR FAILED TEE JOINTS, BROKEN
WELDS AT TEE-TO-TEE CONNECTIONS AND DETERIORATED JOINT EDGES. CONFIRM
LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAILS 3/901 AND 7/901.
SURVEY INTERIOR SLOPED BAY FLOORS FOR POSSIBLE WIDE CRACKS AND DETERIORATED
Campbell Garage Typ. Supported
Level Plan
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
1 2 3 4 4.5 5 6 7 8
B
C
D
25'-0" 17'-0" 27'-0" 12'-0" 15'-0" 27'-0" 18'-0" 25'-0"
166'-0"
'-0
'-0
'-0
7'-
0"
ELEVATOR
ELEVATOR
PLAN1
701 NO SCALE
MARKET GARAGE - TYPICAL LEVEL
1. WORK IN GARAGE MAY OCCUR SIMULTANEOUSLY WITH WORK IN ANY OTHER
GARAGE.
2. COORDINATE ALL WORK TO ALLOW FOR CONTINUOUS VEHICULAR TRAFFIC
ACCESS IN DRIVE LANE WORK AREAS.
3. COORDINATE WORK IN SOUTH WEST STAIR TOWER A WEEK IN ADVANCE.
SCHEDULING AND PHASING NOTES:
TYP. ALL LEVELS
31 32 33
PLAN NOTES:
1. STAIR/ELEVATOR TOWER. MAINTAIN CONTINUOUS ACCESS FOR PEDESTRIANS AT ALL TIMES.
EXISTING BUILDING ENTRANCES. COORDINATE ALL WORK THAT POTENTIALLY DISRUPTS
WEEKNIGHT 7:00PM TO 7:00AM CLOSURE. REFER TO SPECIFICATION SECTION 071850.
13. RAMP BETWEEN LEVELS. MAINTAIN VEHICULAR ACCESS AT ALL TIMES.
KNOWN LOCATION OF FAILED WINGED COMPRESSION SEAL. ASSUME 5 FT LENGTH
LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAILS 3/901 AND 7/901.
30. SURVEY INTERIOR SLOPED BAY FLOORS FOR POSSIBLE WIDE CRACKS AND DETERIORATED
JOINT SEALANTS. CONFIRM LOCATIONS WITH OWNER AND REPAIR. REFER TO DETAILS 4
AND 6/901.
31. TEMPORARILY REMOVE EXISTING THRESHOLDS AND REINSTALL AFTER SEALANT
REPLACEMENT (3 LEVELS).
32. REPLACE EXPOSED SEALANTS AND INSTALL NEW THRESHOLDS (3 LEVELS).
33. REMOVE SOFFIT METAL FORM PAN TO NEAT LINE 6" FROM EDGE, CLEAN EXPOSED
CONCRETE SURFACE AND APPLY NEW COATING. REFER TO SPECIFICATION SECTIONS 055000
AND 099100 (3 LEVELS).
34. COORDINATE TEMPORARY CLOSURE OF ONLY LEVELS WITH WORK. REOPEN AS SOON AS
FEASIBLE AFTERWARDS. PROVIDE OWNER APPROVED SIGNAGE AT STAIR AND AT IMPACTED
LEVEL TO DIRECT PATRONS TO OTHER OPEN STAIRS.
KNOWN LOCATION OF DAMAGED GUARDRAIL. CONFIRM LOCATION AND DIMENSIONS WITH
Market Garage Typical Level Plan
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
AutoCAD SHX Text or reused for other than the specific
AutoCAD SHX Text project for which it was prepared without
3/4
UP
T
O 2"
34TYP.
DETAIL2
801 NO SCALE
SHALLOW SLAB REPAIR
EXISTING CONCRETE SLAB.
EXISTING DELAMINATION PLANE.
3/4" SAWCUT AROUND PERIMETER OF REPAIR AREA.
PREPARE AND EPOXY COAT EXPOSED STEEL. REFER TO
SPECIFICATION SECTION 030100.
REMOVE ALL SOUND AND UNSOUND CONCRETE IN SHADED
AREA. REFER TO SPECIFICATION SECTION 030100.
PREPARE CAVITY AND PROVIDE NEW CONCRETE PATCH
MATERIAL. REFER TO SPECIFICATION SECTION 030100.
3 4"
MI
N.4 5 6
3 TYP.
2"
DETAIL1
801 NO SCALE
SCALED SLAB REPAIR
EXISTING CONCRETE SLAB.
EXISTING SHALLOW SCALED SURFACE.
PROVIDE SAWCUT 3/4" DEEP, 2" BEYOND PERIMETER OF SCALED SURFACE
AREA.
REMOVE ALL SOUND AND UNSOUND CONCRETE TO MINIMUM 3/4" DEPTH.
PREPARE CAVITY AND PROVIDE NEW CONCRETE PATCH MATERIAL. REFER TO
SPECIFICATION SECTION 030100.
TOOL AND SEAL NEW JOINT. SIMILAR TO DETAIL 5/901.
PAY UNITS SQUARE FOOTPAY UNIT PER SQUARE FOOT
EXISTING 5" CONCRETE SLAB.
EXISTING DELAMINATION PLANE.
PROVIDE 3/4" DEEP SAWCUT AROUND PERIMETER OF REPAIR AREA. DO NOT CUT
EXISTING REBAR.
REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN AREA SHOWN SHADED.
PREPARE CONCRETE SURFACES AND EXPOSED STEEL. APPLY EPOXY TO ALL
PREPARED STEEL. REFER TO SPECIFICATION SECTION 030100.
PROVIDE 4X4 MESH REINFORCEMENT WITHIN 3/4" OF BOTTOM SURFACE. REFER TO
SPECIFICATION SECTION 030100.
PROVIDE CONCRETE PATCH MATERIAL. REFER TO SPECIFICATION SECTION 030100.
AT CONTRACTORS OPTION, FORM AND PUMP REPAIR MATERIAL. PROVIDE VENT
HOLE TO FLOOR SURFACE ABOVE AND REPAIR. ADD 4x4 WIRE MESH IF REPAIR
EXTENDS TO PAN FLUTES. REMOVE ALL FORM WORK AT COMPLETION OF REPAIR.
REFER TO SPECIFICATION SECTION 030100.
DETAIL4
801 NO SCALE
SOFFIT REPAIR
5"
1 3 /8"
3/8
MA
X.
3/4
74 3 TYP.
PAY UNIT PER SQUARE FOOT
DETAIL3
801 NO SCALE
FULL DEPTH REPAIR
VA
RI
ES
3/4
" M
IN
EXISTING 5" CONCRETE SLAB.
EXISTING DELAMINATION PLANE.
PROVIDE 1/2" DEEP SAWCUT AROUND PERIMETER OF REPAIR AREA. DO NOT CUT
EXISTING REBAR.
REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN AREA SHOWN SHADED.
PREPARE CONCRETE SURFACES AND EXPOSED STEEL. APPLY EPOXY TO ALL
PREPARED STEEL. REFER TO SPECIFICATION SECTION 030100.
PROVIDE 4X4 MESH REINFORCEMENT WITHIN 3/4" OF BOTTOM SURFACE. REFER TO
SPECIFICATION SECTION 030100.
PROVIDE CONCRETE PATCH MATERIAL. REFER TO SPECIFICATION SECTION 030100.
5"
1 3 /8"
3/8
MA
X.
74 3 TYP.
25 1
PAY UNIT PER SQUARE FOOT
6 6
VARIES
3/4" MIN.
UP TO 4 1/2"
DETAIL5
801 NO SCALE
COLUMN/VERTICAL SURFACE REPAIR
1 EXISTING CONCRETE COLUMN OR WALL.
EXISTING DELAMINATION PLANE.
PROVIDE 3/4" SAWCUT AROUND PERIMETER OF REPAIR AREA.
REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN SHADED AREA. REFER TO SPECIFICATION
SECTION 030100.
EXCAVATE 3/4" AROUND ALL REINFORCING. PREPARE AND EPOXY COAT. REFER TO SPECIFICATION
SECTION 030100.
PREPARE CAVITY SURFACES AND INSTALL PATCH MATERIAL. REFER TO SPECIFICATION SECTION 030100.
PAINT REPAIR AREA TO MATCH ADJACENT SURFACE. REFER TO SPECIFICATION SECTION 099100.
12 3
3/4" M
IN.
VARIES
VA
RI
ES
8"
8"
DETAIL6
801 NO SCALE
COLUMN CORNER REPAIR
1 EXISTING CONCRETE COLUMN.
EXISTING DELAMINATION PLANE.
PROVIDE 3/4" SAWCUT AROUND PERIMETER OF REPAIR AREA.
REMOVE ALL SOUND AND UNSOUND CONCRETE WITHIN SHADED AREA.
EXCAVATE 3/4" AROUND ALL REINFORCING. PREPARE AND EPOXY COAT. REFER TO SPECIFICATION
SECTION 030100.
PREPARE CAVITY SURFACES AND INSTALL PATCH MATERIAL. REFER TO SPECIFICATION SECTION 030100.
FORM CHAMFER AT CORNER OF COLUMN TO MATCH EXISTING.
PAINT REPAIR AREA TO MATCH ADJACENT SURFACE. REFER TO SPECIFICATION SECTION 099100.
PAY UNIT PER SQ. FT. PAY UNIT PER LIN. FT.
3 5
DETAIL7
801 NO SCALE
TYPICAL TUCKPOINT
3/8
NO
M.
1"
MIN.
1 EXISTING BRICK TO REMAIN.
EXISTING SOUND MORTAR TO REMAIN.
SAWCUT EXISTING MORTAR UNTIL SOUND MORTAR IS ENCOUNTERED, MINIMUM DEPTH OF 1". DO
NOT DAMAGE BRICKS OR WIDEN JOINTS.
CLEAN AND WET AREAS OF BRICK TO RECEIVE NEW MORTAR.
PROVIDE NEW MORTAR IN MAXIMUM LIFTS OF 3/8" DEEP. REFER TO SPECIFICATION SECTION
040100.
PAY UNIT PER LIN. FT.
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PROJECT ENGINEER:
DRAWING TITLE
PROJECT MANAGER:
CHECKED BY:
JOB NUMBER DATE
DRAWING NUMBER
GARAGE REPAIRS
2024 PARKING
THP Limited, Inc.
100 East Eighth Street Cincinnati, Ohio 45202 Phone: 513.241.3222
Fax: 513.241.2981 www.thpltd.com
ROANOKE, VA
ITB NO. 24-01-83
1/1
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DRAWN BY:
J.T. Breadon
J.A. Reis
S.J. D'Alessio
C.W. Przywara
23360.00 1/11/2024
Concrete Repair Details
AutoCAD SHX Text This document is the product and property
AutoCAD SHX Text of THP Limited. Neither the document nor
AutoCAD SHX Text the information it contains may be copied
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AutoCAD SHX Text project for which it was prepared without
6"
1'-4"
TYP.
2"
TYP.
4"
TYP.
7 7
3/4
TY
P.
DETAIL8
802 NO SCALE
TEE FLANGE CORNER SUPPORT ANGLE
ANGLE DETAIL
EXISTING CONCRETE TOPPING SLAB AND PRECAST TEE FLANGE.
EXISTING PRECAST INVERTED TEE OR CAST-IN-PLACE WALL.
GALVANIZED L4x8x5/8 (LLV) x 1'-4" LONG WITH (2) 3/4" x 4" HORIZONTAL SLOTS. INSTALL (1) ANGLE CENTERED ON TEE-TO-TEE JOINT, AS SHOWN ON PLAN TO SUPPORT (2) FLANGES. IF NECESSARY
TO ACCOMMODATE DIFFERENCE IN FLANGE SOFFIT ELEVATION, ADDITIONAL SHIM PACKS OR
EPOXY GROUT SHALL BE INSTALLED. PRIOR TO ANGLE INSTALLATION CLEAN VERTICAL CONCRETE WITH WIRE BRUSH, BUTTER VERTICAL LEG OF ANGLE WITH SIKA-DUR 31 HIGH MOD GEL. INSTALL ANGLE WHILE EPOXY GEL IS STILL WET AND NEATLY TRIM EXCESS. REFER TO SPECIFICATION
SECTION 055000.
(2) 5/8" DIA. GALVANIZED ADHESIVE ANCHORS WITH 6" EMBEDMENT INTO INVERTED TEE BEAM SIDE FACE. FASTENERS SNUG TIGHT WITH GALVANIZED WASHER AND NUT. REFER TO SPECIFICATION
SECTION 055000.
3 1/2" x 1'-2" x 1/2" MINIMUM TEFLON BEARING PAD ADHERED TO TOP SURFACE OF ANGLE WITH
EPOXY. INSTALL ADDITIONAL SHIMS (NOT TO EXCEED 1" THICK) IF NECESSARY. REFER TO
SPECIFICATION SECTION 055000.
WEDGE ANGLE TIGHT TO UNDERSIDE OF TEE FLANGE, THEN FURTHER TIGHTEN ADHESIVE
ANCHORS.
DISTANCE FROM CENTER OF BOLT TO TOP OF ANGLE SHALL BE 2 1/2" TO 3 1/2". VERIFY USING
PACHOMETER OR SIMILAR APPROVED METHOD THAT REBARS OR PRE-STRESS TENDONS WILL NOT
BE ENCOUNTERED DURING DRILLING. FIELD VERIFY PRIOR TO FABRICATING ANGLES.
FOR REFERENCE ONLY
PHOTO DETAIL7
802 NO SCALE
TOWER GARAGE GUARDRAIL REPAIR
1 7 /8"
M
IN
3"
1/8 2" EACH END
1/4
1/8 2" AT 12"
TYP.
SLOPE
1/2"
LIP
EACH VERTICAL LEG
1/2" RETURN TOP AND BOTTOM
AT REPLACEMENT ANGLES (TYP.)
1/4
1/8 2" EACH END
DETAIL4
802 NO SCALE
STAIR TREAD / RISER REPLACEMENT
STAIR TREAD AND RISER PLATE TO BE REMOVED AND REPLACED WITH MINIMUM 12 GAUGE
GALVANIZED BENT PLATE. REFER TO SPECIFICATION SECTION 055000.
PROVIDE NEW CLIP ANGLE. L11/2"x11/2"x1/4" x 8" LONG, GALVANIZED. TWO PER STAIR TREAD.
REFER TO SPECIFICATION SECTION 055000.
NEW CAST-IN-PLACE CONCRETE TREAD. SPRAY APPLY SUPPLEMENTAL EPOXY PRIMER TO INSIDE
PAN SURFACES IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. REFER TO SPECIFICATION
SECTION 030100.
RISER HEIGHT TO MATCH EXISTING. FIELD VERIFY DIMENSION. COORDINATE DEPTH OF
CAST-IN-PLACE CONCRETE TREAD AND BENT PLATE.
TREAD DEPTH TO MATCH EXISTING. FIELD VERIFY DIMENSION.
PROVIDE CAST-IN-PLACE SAFETY STAIR NOSING. SIMILAR TO DETAIL 5 ON THIS DRAWING. NEW
SAFETY STAIR NOSING TO BE PROVIDED AS PART OF STAIR TREAD/RISER REPLACEMENT UNIT
PRICE.
EXISTING STEEL STAIR STRINGER TO REMAIN. GRIND WELDS FROM REMOVAL OF EXISTING TREAD
AND RISER FLUSH WITH STRINGER.
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