Attachment 1 - Drawings - 2020_0826.pdf

PDF 14 MB Posted Nov 19, 2020

Attached to: Y1LZ--Project # 539-21-209 Parking Garage Restoration
Solicitation number: 36C25021B0002
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal solicitation seeking construction services for a parking garage restoration project. The solicitation seeks a contractor to perform work including limited demolition, concrete, steel, and plumbing activities at the approximately 210,000 square foot parking garage at the Department of Veterans Affairs Medical Center in Cincinnati, Ohio. The estimated value of the construction project is between $250,000 and $500,000. Interested offerors may submit requests for the solicitation documents by November 19, 2020 at 12:00 PM EST. The solicitation is designated as a total small business set-aside issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10. Upon award, the selected contractor must complete all work within 210 calendar days from notice to proceed.

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Other files

File	Type	Posted
RFI - Replys.pdf	PDF	Dec 17, 2020
36C25021B0002 0001.docx	DOCX document	Dec 17, 2020
Attachment 5 - DBA - OH20200082.pdf	PDF	Nov 19, 2020
36C25021B0002_1.docx	DOCX document	Nov 19, 2020
Attachment 4 - Request for Information Form.pdf	PDF	Nov 19, 2020
Attachment 3 - Safety and Environmental Record Evaluation Form.pdf	PDF	Nov 19, 2020
Attachment 2 - Specifications - 2020_0826.pdf	PDF	Nov 19, 2020

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T A T

E OF O

R E G

IST ERED A RC

E C T

MARK

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2021

P ro je ct

N o

Department of Veterans Affairs Medical Center

LEVIN PORTER ASSOCIATES

ARCHITECTURE PLANNING INTERIOR DESIGN

3011 NEWMARK DRIVE

MIAMISBURG, OH 45342

937.224.1931 P

937.224.3091 F

THP LIMITED, INC

STRUCTURAL ENGINEERS

100 EAST EIGHTH ST. CINCINNATI, OHIO 45202

513.241.3222 P

513.241.2981 F

1 2 3 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

SCHEMATIC DESIGN 05/25/20201

Chief Engineer

JASON REEVES

DESIGN DEVELOPMENT (DD1) 06/15/20202

DESIGN DEVELOPMENT (DD2) 07/06/20203

CONSTRUCTION DOCUMENTS 08/26/20204

3200 VINE STREET CINCINNATI, OH 45220

TITLE SHEET

08/26/2020 VP SS

PARKING GARAGE RESTORATION

G001

539-21-209

Cincinnati, Ohio

BLDG 16

BLDG 1

BLDG 2

CINCINNATI CAMPUS KEYPLAN

Scale: N.T.S.

GARAGE

VICINITY MAP

N.T.S.

NORTH

PARKING GARAGE RESTORATION

Sheet Number Sheet Name

01. GENERAL

G001 TITLE SHEET

G002 LIFE SAFETY PLAN

G003 PHASING PLANS

04. STRUCTURAL

101 LEVEL 1 PLAN

102 LEVEL 2 PLAN

103 LEVEL 3 PLAN

104 LEVEL 4 PLAN

105 LEVEL 5 PLAN

106 LEVEL 6 PLAN

201 REPAIR DETAILS

202 REPAIR DETAILS

203 REPAIR DETAILS

05. ARCHITECTURE

A301 STAIR 1 PLANS AND SECTIONS

A302 STAIR 2 PLANS AND SECTION

PARKING

GARAGE (P1)

SHEET INDEX

A. THE COR IS THE VA CONTRACTING OFFICER TECHNICAL REPRESENTATIVE.

B. ALL WORK WILL COMPLY WITH ALL APPLICABLE NATIONAL, STATE OR LOCAL CODES, ORDINANCES AND

REGULATIONS INCLUDING THE AMERICAN DISABILITIES ACT (ADA) AND THE AMERICAN NATIONAL STANDARDS

INSTITUTE (ANSI) GUIDELINES.

C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE COR OF ANY WORK THAT MIGHT REQUIRE INTERRUPTION OF UTILITY SERVICES, CAUSE NOISE, OR CREATE VIBRATION PRIOR TO COMMENCEMENT OF THIS

WORK.

D. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF THE SPECIFICATIONS INCLUDING ALL GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, MATERIAL AND CONSTRUCTION PROVISIONS

WHICH APPLY TO MATERIALS OR CONSTRUCTION METHODS REQUIRED.

E. DO NOT PAINT ANY SEALANTS OR CAULKING WHICH ARE SUBJECT TO MOVEMENT. CONTROL JOINTS SHALL BE CAULKED AFTER PAINTING AND SPECIAL COATING APPLICATIONS. PROVIDE CAULKING OR SEALANTS WHICH

MATCH ADJACENT FINISHED COLORS UNLESS NOTED OTHERWISE.

F. ALL EXISTING CONSTRUCTION TO REMAIN THAT ARE DAMAGED OR DISTURBED DURING CONSTRUCTION SHALL BE

PATCHED OR REPAIRED TO MATCH EXISTING ADJACENT CONSTRUCTION.

G. ALL SUSPENDED ITEMS SHALL BE ATTACHED DIRECTLY TO STRUCTURE AND NOT ANCHORED TO ANY NON-

STRUCTURAL ITEM, COMPONENT OR SYSTEM.

H. NEW CORE DRILLING THROUGH EXISTING STRUCTURAL ELEMENTS REQUIRED BY CONSTRUCTION SHALL BE COORDINATED BY THE CONTRACTOR TO AVOID DRILLING THROUGH OR INTO ANY STRUCTURAL ELEMENTS.

I. NEW CONSTRUCTION INSTALLED SHALL BE COORDINATED BY THE CONTRACTOR FOR PROPER FIT, DIMENSIONS AND ACCESS TO THE BUILDING PRIOR TO BEGINNING CONSTRUCTION AND DELIVERY OF COMPONENTS TO THE

SITE.

J. INTERIOR DIMENSIONS ARE TO FINISH FACE UNLESS NOTED OTHERWISE

K. CONTRACTOR'S BID SHALL INCLUDE THE GREATEST QUANTITY AND QUALITY OF ALL ITEMS AND ASSEMBLIES FOR

A COMPLETE AND FULLY OPERATIONAL PROJECT IN ACCORDANCE WITH THE VETERAN ADMINISTRATION'S

REQUIREMENTS

L. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS, CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, REMOVAL AND REPLACEMENT WORK SPECIFIED AND REQUIRED TO ACCOMMODATE THE REQUIRED IMPROVEMENTS, AND SHALL ALSO BE RESPONSIBLE FOR ANY AND ALL NECESSARY REPLACEMENT, REPAIRING, AND PATCHING. WORK TO BE DONE BY WORKMAN SKILLED AND REGULARLY EMPLOYED IN THE TRADES

INVOLVED.

M. CONTRACTOR SHALL PROPERLY PLAN AND EXECUTE ALL WORK. NO EXTRA COSTS FOR LACK OF PROPER

PLANNING AND EXECUTION SHALL BE CONSIDERED.

N. CONTRACTOR SHALL VERIFY AS-BUILT CONDITIONS FOR MATERIAL DIFFERENCES PRIOR TO PERFORMING ANY

WORK AND SHALL NOTIFY THE COR OF ANY DISCREPANCIES.

GENERAL PROJECT NOTES

# DESCRIPTION DATE

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

MIN 1 ELEVATOR AS

ACCESSIBLE MEANS OF

EGRESS (NFPA 7.5.4.7)

ELEVATOR SHAFT TO

HAVE 2 HOUR FIRE RATING

EXIT TO GRADE STAIR #

1/ELEVATOR 32" MIN

CLEAR (NFPA 7.2.1.2.3.2)

DISTANCE TO ADJACENT

STRUCTURE >10'-0"

(NFPA 5.2.2) TYP.

MEANS OF EGRESS

STAIR #1 MIN. WIDTH

44" (NFPA TABLE

7.2.2.2.1.2(B))

FIRE EXTINGUISHER

CABINET

STORAGE USE

(149 OCCUPANTS)

(NFPA TABLE 7.3.1.2 W/IBC

2009-200 SQ. FT. PER PERSON)

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

CABINET

FIRE

EXTINGUISHER

CABINET

MEANS OF EGRESS

STAIR #2 MIN. WIDTH

44" (NFPA TABLE

7.2.2.2.1.2(B))

EXIT TO GRADE STAIR #

1/ELEVATOR 32" MIN

CLEAR (NFPA 7.2.1.2.3.2)

OPENINGS ARE GREATER THAN 20% OF INTERIOR WALL

(NFPA48.8.13.3)

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

STAIR 2

STAIR 1

11.1 1.92 3 4 5 66.1 6.97'

A.3

STAIR #1 STAIR #2

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

CABINET

STORAGE USE

(149 OCCUPANTS)

(NFPA TABLE 7.3.1.2 W/IBC

2009-200 SQ. FT. PER PERSON)

T A T

E OF O

R E G

IST ERED A RC

E C T

MARK

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2021

P ro je ct

N o

1 2 3 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

SCHEMATIC DESIGN 05/25/20201

Chief Engineer

JASON REEVES

DESIGN DEVELOPMENT (DD1) 06/15/20202

DESIGN DEVELOPMENT (DD2) 07/06/20203

CONSTRUCTION DOCUMENTS 08/26/20204

LIFE SAFETY PLAN

08/26/2020 VP SS

PARKING GARAGE RESTORATION

G002

539-21-209

Cincinnati, Ohio

SCOPE OF WORK FOR THIS PROJECT WILL NOT CHANGE CODE

NFPA 101 2018 LIFE SAFETY CODE REVIEW:

CLASS I STANDPIPE REQUIRED IN ACCORDANCE WITH NFPA 88A 6.5.1

PARKING GARAGE IS AN OPEN STRUCTURE AND MEETS THE CRITERIA PER NFPA 42.8.1.3.1 & 42.8.1.3.2 AND

NFPA 88A - SECTION 5.5

BASEMENT = 823 S.F.

AREA PER FOOR = 35, 525 S.F.

6 FLOOR MAX. HEIGHT WITH PARTIAL BASEMENT AND ELEVATOR MACHINE ROOM.

BUILDING CLASSIFIED AS MIXED USE

- OPEN PARKING GARAGE/STORAGE

CHAPTER 8 - FIRE RATINGS:

8.3.4.2 ELEVATOR HOISTWAY - 2 HOURS

ELEVATOR MACHINE ROOM - 2 HOURS

CHAPTER 11 - SPECIAL STRUCTURES

11.2 OPEN STRUCTURES

11.2.2.3 OPEN STRUCTURES ARE EXEMPT FROM MINIMUM STAIR REQUIREMENTS. 44" MIN.

PROVIDED

11.2.2.4.1 OPEN STRUCTURES ARE EXEMPT FROM REQUIRING 2 EXITS. 2 EXITS ARE PROVIDED

11.2.2.6 OPEN STRUCTURES ARE EXEMPT FROM TRAVEL DISTANCES.

11.2.3.1 OPEN STRUCTURES ARE EXEMPT FROM PROTECTION OF VERTICAL OPENINGS

REQUIREMENTS.

11.2.3.2 OPEN STRUCTURES SHALL AUTOMATIC, MANUAL OR OTHER PROTECTION THAT IS

APPROPRIATE FOR HAZARD.

11.2.3.4 OPEN STRUCTURES SHALL BE EXEMPT FROM REQUIREMENTS FOR DETECTION,

ALARMS AND COMMUNICATION SYSTEMS.

CHAPTER 12 - STORAGE OCCUPANCIES (PARKING GARAGE)

(ORDINARY HAZARD FOR 6.2.2.3, 42.13.1.5)

42.4.1 TWO REMOTE MEANS OF EGRESS ARE REQUIRED.

EXCEPTION: BASEMENT ACCESS WILL BE LIMITED TO ONLY ELEVATOR ELECTRIC

MAINTENANCE UNTIL THE CONSTRUCTION OF THE FUTURE CONNECTOR CORRIDOR.

IBC (INTERNATIONAL BUILDING CODE)

311.3 LOW HAZARD STORAGE GROUP (S-2)

406.5 OPEN PARKING STRUCTURE PER DEFINITION

TABLE 406.5.4 2B CONSTRUCTION, 50,000 S.F. ALLOWABLE/8 TIER

TABLE 601 CONSTRUCTION TYPE 2B REQUIRES 0-HOUR RATINGS/NO SPRINKLER ON ALL

STRUCTURE, WALL & ROOF.

IBC CONSTRUCTION TYPE 2B = NFPA CONSTRUCTION TYPE 2 (000)

TABLE A.8.2.1.2 (NFPA 101) - TYPE 2 (000) = NO RATED STRUCTURE, WALL OR ROOF.

CODE ANALYSIS

NORTH

SCALE | 1/32" = 1'-0"

EXISTING LEVEL 1 - LIFE SAFETY PLAN1

SCALE | 1/32" = 1'-0"

EXISTING LEVEL 6 LIFE SAFETY PLAN3

NORTHNORTH

CAR COUNT

LEVEL

LEVEL 1

LEVEL 2

LEVEL 3

LEVEL 4

LEVEL 5

LEVEL 6

TOTAL

PARKING SPACES

HANDICAPP PARKING

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

1 1.1 1.9 2 3 4 5 6 6.1 6.97'

A.3

11.1 1.92 3 4 5 66.1 6.97'

A.3

ENTIRE LEVEL TO BE CLOSE DURING PHASE A WORK

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

T A T

E OF O

R E G

IST ERED A RC

E C T

MARK

WISEMAN

13215

Mark C. Wiseman, License #13215 Expiration Date 12/31/2021

P ro je ct

N o

1 2 3 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

FULLY SPRINKLERED

Cincinnati V.A.

Medical Center

U.S. Department of Veterans Affairs

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

CONSTRUCTION

DOCUMENTS

SCHEMATIC DESIGN 05/25/20201

Chief Engineer

JASON REEVES

DESIGN DEVELOPMENT (DD1) 06/15/20202

DESIGN DEVELOPMENT (DD2) 07/06/20203

CONSTRUCTION DOCUMENTS 08/26/20204

PHASING PLANS

08/26/2020 VP SS

PARKING GARAGE RESTORATION

G003

539-21-209

Cincinnati, Ohio

SCALE | 1/32" = 1'-0"

LEVEL 1 - PHASING PLAN6

SCALE | 1/32" = 1'-0"

LEVEL 3 - PHASING PLAN10SCALE | 1/32" = 1'-0"

LEVEL 6 - PHASING PLAN25

NORTH

SCALE | 1/32" = 1'-0"

LEVEL 2 - PHASING PLAN8

SCALE | 1/32" = 1'-0"

LEVEL 4 - PHASING PLAN21

SCALE | 1/32" = 1'-0"

LEVEL 5 - PHASING PLAN23

NORTH

EXISTING ELEVATORS

PHASING PLAN - GENERAL NOTES

A. THE PLANS ON THIS SHEET ARE SHOWN FOR DIAGRAMMATIC AND PHASING PURPOSE ONLY. IT

SHOULD NOT BE SCALED OR OTHERWISE USE FOR TAKE OFFS. THE SCOPE OF WORK IS MOST

ACCURATELY DETAILED IN THE ACCOMPANYING BID DOCUMENTS. IN THE EVENT THAT THERE

IS ANY AMBIGUITY OR CONFLICT BETWEEN THE SCOPE DESCRIBED IN THIS SHEET AND THE

SCOPE DETAILED IN THE ACCOMPANYING BID SET, THE BID SET SHALL GOVERN.

B. EXISTING PUBLIC MEANS OF EGRESS TO BE MAINTAINED THROUGHOUT PROJECT AT ALL TIMES.

C. MAINTAIN CONTINUOUS UNOBSTRUCTED ACCESS TO ALL GARAGE ENTRANCES/EXITS, STAIRS, ELEVATORS, AND OCCUPIED SPACES. WORK REQUIRING PARTIAL CLOSURE SHALL BE

COORDINATED IN ADVANCE WITH THE VA. PROVIDE PROFESSIONALLY PREPARED SIGNAGE

DIRECTING GARAGE PATRONS SAFELY THROUGH OR AROUND WORK AREAS.

D. PHASE WORK TO ACCOMMODATE CONTINUOUS TRAFFIC CIRCULATION. ERECT BARRICADES

AND PROVIDE PROFESSIONALLY PREPARED SIGNAGE DIRECTING TRAFFIC SAFELY THROUGH

OR AROUND WORK AREAS. AS REQUIRED TO PROTECT PERSONS AND PROPERTY, BLOCK OR

RESTRICT ACCESS AS NECESSARY TO AREAS DIRECTLY BELOW WORK AREAS. ALL PHASING

AND PROPOSED WORK AREAS SHALL BE REVIEWED AND APPROVED IN ADVANCE BY THE VA

CONTRACTING OFFICER TECHNICAL REPRESENTATIVE (COR). CONTRACTORS SHALL FOLLOW

THE CRITERIA BELOW WHEN DEVELOPING PHASING PLAN:

• MINIMUM DRIVE AISLE WIDTH = 12'-0"

• MINIMUM PEDESTRIAN WALKING AISLE = 6'-0"

• CLEAN, NEAT, LEGIBLE PROFESSIONALLY PREPARED SIGNAGE POSTED AND MAINTAINED AT

ALL TIMES.

• 4'-0" HIGH ORANGE CONSTRUCTION FENCE, SUPPORT AT DISTANCE TO SUFFICIENTLY

SUPPORT FENCES WITHOUT SAGGING OR 6'-0" HIGH SEGMENTED GALVANIZED STEEL

CONSTRUCTION FENCE WITH WEIGHTED SUPPORTS, STRUNG WITH DOUBLE ROW OF

CONSTRUCTION TAPE.

• MAXIMUM OF 100 PARKING SPACES CAN BE CLAIMED DURING DAYTIME WORKING HOURS,

200 SPACES CAN BE CLAIMED DURING NIGHT TIME HOURS.

E. CONTRACTOR SHALL PROTECT, AS NECESSARY, EXISTING SPRINKLER HEADS, DUCT WORK,

VIDEO AND SURVEILLANCE EQUIPMENT, MONITORY SYSTEMS, AND ALL EXISTING BUILDING

FEATURES TO REMAIN. DO NOT DAMAGE. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED

FEATURES (AS A RESULT OF INADEQUATE OR IMPROPER PROTECTION) TO THE SATISFACTION

OF THE PARKING GARAGE MANAGER.

F. PROTECT FLOOR DRAINS FORM DAMAGE AND DEBRIS DURING THE WORK. RESTORE EACH

DRAIN IN OR ADJACENT TO WORK AREAS TO FULLY FUNCTIONING CONDITION AFTER EACH

WORK DAY.

PHASE

EXISTING PEDESTRIAN EXIT

PHASE F2

STAIR #1

STAIR #2

STAIR

#1 STAIR

PHASE E

PHASE F

STAIR

#1 STAIR

PHASE D

STAIR

#1 STAIR

PHASE A

STAIR

#1 STAIR

PHASE B

STAIR

#1 STAIR

PHASE C

PLAN

101 3/32" = 1'-0"

FIRST LEVEL

NORTH

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

48'-0" 48'-0" 48'-0"48'-0" 48'-0" 48'-0"

'-0

RAMP UP

TO LEVEL 2

PLAN NOTES:

1. DRIVE LANES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. PHASE WORK AND PROVIDE BARRICADES AND SIGNAGE TO DIRECT TRAFFIC THROUGH OR AROUND WORK AREAS. COORDINATE ALL EFFORTS WITH OWNER IN

ADVANCE. REFER TO SPECIFICATION SECTIONS 011000.

2. STAIR TOWER. MAINTAIN CONTINUOUS UNOBSTRUCTED ACCESS TO STAIRWAYS. ALL WORK IN OR AROUND THE STAIRS SHALL BE PHASED OR CONTAINED TO ONE STAIR TOWER AT A TIME TO ALLOW CONTINUOUS USE OF STAIRWAYS AND MINIMIZE INCONVENIENCE WITHOUT COMPROMISING PATRON SAFETY. COORDINATE WITH

OWNER IN ADVANCE. REFER TO SPECIFICATION SECTION 011000.

3. PRIOR TO STARTING WORK, CONTRACTOR TO PERFORM VISUAL SURVEY OF THE SOFFITS AND OVERHEAD STRUCTURE OF ALL LEVELS TO IDENTIFY ANY LOOSE OVERHEAD CONCRETE. KNOCKDOWN ANY LOOSE MATERIAL ON A UNIT PRICE BASIS. REFER TO DETAIL 4 ON DRAWING 201. WALK WITH ENGINEER TO CONFIRM WHICH LOCATIONS SHOULD BE REPAIRED AS PART OF THE PROJECT. REPAIR ON A UNIT PRICE BASIS. REFER TO

DETAIL 3 ON DRAWING 201.

4. CONTRACTOR TO PERFORM VISUAL SURVEY OF PRECAST FLOOR SURFACES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

5. CONTRACTOR TO PERFORM CHAIN DRAG SURVEY OF CAST IN PLACE WASHES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

6. CONTRACTOR TO PERFORM VISUAL SURVEY OF VERTICAL SURFACES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASES. SIMILAR TO DETAIL 1 ON

DRAWING 201.

7. CONTRACTOR TO PERFORM A VISUAL SURVEY OF STAIR TOWER, TREADS, AND RISERS FOR SPALLED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE. CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER TO DETAIL 5 ON DRAWING 201.

8. CONTRACTOR TO VISUALLY REVIEW DRAINS FOR CORROSION. WHERE IDENTIFIED, CONFIRM LOCATIONS WITH ENGINEER AND REPLACE ON A UNIT PRICE BASIS. REFER TO DETAILS 5 & 6 ON DRAWING 202.

9. REMOVE EXISTING SEALANTS IN THEIR ENTIRETY IN ALL CAST-IN-PLACE AREAS (WASHES AND CROSS OVER POURSTRIPS) . PREPARE SURFACES AND INSTALL NEW URETHANE SEALANTS. REFER TO DETAILS 2, 3 & 4 ON

DRAWING 202.

10. CONTRACTOR TO PERFORM A COMPLETE VISUAL SURVEY OF ALL FLOOR SURFACES TO LOCATE, MARK AND QUANTIFY CRACKING. CONFIRM LOCATIONS AND QUANTITIES WITH OWNER, ROUTE AND SEAL JOINT CRACKS

WITH NEW URETHANE SEALANT ON A UNIT PRICE BASIS PER DETAIL 1 ON DRAWING 202.

11. WHERE IDENTIFIED ON DRAWINGS, REMOVE EXISTING TEE-TO-TEE SEALANTS IN THEIR ENTIRETY AND PROVIDE

NEW URETHANE SEALANTS. REFER TO DETAILS 2 & 3 ON DRAWING 202.

12. ON INTERIOR LEVELS 2, 3 AND 4, CONTRACTOR TO PERFORM A LEAK SURVEY DURING A RAIN EVENT. LOCATE AND MARK LEAKING TEE-TO-TEE JOINTS. CONFIRM LOCATION AND QUANTITY WITH ENGINEER AND REPAIR ON A UNIT PRICE BASIS (12 FULL JOINT REPLACEMENTS). REFER TO DETAILS 2 & 3 ON DRAWING 202.

13. IN CONJUNCTION WITH THE TEE-TO-TEE JOINT SEALANT REPLACEMENT, CONTRACTOR TO INSPECT EXISTING TEE JOINT SHEAR CONNECTORS FOR BROKEN CONNECTIONS. CONFIRM REPAIR NEEDS WITH ENGINEER BEFORE FABRICATING THE LOAD TRANSFER ANGLES. PROVIDE NEW ANGLES ON A UNIT PRICE BASIS AS DIRECTED BY

THE OWNER. REFER TO DETAIL 5 ON DRAWING 201.

14. AT THE PENTHOUSE METAL PAN STAIRS, PROVIDE COVE SEALANT AT ALL TREAD TO RISER VERTICAL

PROJECTIONS. REFER TO DETAIL 2 ON DRAWING 202.

15. EXISTING HEAVILY WORN MEMBRANE SYSTEM OVER OCCUPIED SPACE. REMOVE ANY LOOSE OR DEBONDED MEMBRANE, PREPARE SURFACE AND PROVIDE NEW TYPE C HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE

RECOAT SYSTEM. REFER TO DETAILS ON DRAWING 202.

16. WHERE IDENTIFIED, PREPARE SURFACES AND INSTALL NEW HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE SYSTEM. INSTALL TRAFFIC MEMBRANE 6" PAST EDGE OF WASH ONTO ADJACENT TOPPING SLAB. REFER TO

DETAIL 4 ON DRAWING 203 AND SPECIFICATION SECTION 071800.

17. KNOWN LOCATION OF RUTTS IN CONCRETE FINISH. IN CONJUNCTION WITH THE HEAVY DUTY MEMBRANE INSTALLATION, LEVEL DEPRESSION WITH EPOXY AND SAND PRIOR TO MEMBRANE INSTALLATION. REFER TO

SPECIFICATION SECTION 071800.

18. APPROXIMATE LOCATION OF TEE FLANGE CORNER CRACK. CONTRACTOR TO WALK GARAGE WITH ENGINEER TO CONFIRM INSTALLATION LOCATIONS PRIOR TO ORDERING ANGLES. REFER TO DETAILS 6 & 7 ON DRAWING 201.

19. KNOWN LOCATION OF EXISTING FAILED EXPANSION JOINT. REMOVE EXISTING JOINT AND INSTALL NEW COMPRESSIBLE EXPANSION JOINT. SAW CUT AND ESTABLISH NEW BLOCKOUT ON THE SLAB ON GRADE SIDE, AND FORM THE BLOCKOUT DURING THE TOPPING SLAB REPAIRS ON THE STRUCTURED SIDE. REFER TO DETAIL 6

ON DRAWING 202.

20. KNOWN LOCATION OF EXISTING FAILED VERTICAL EXPANSION JOINT. REMOVE ALL COMPONENTS OF EXISTING EXPANSION JOINT AND REPLACE WITH NEW VERTICAL COMPRESSION SEAL. REFER TO DETAIL 7 ON DRAWING 202.

21. REMOVE EXISTING FACADE SEALANTS IN THEIR ENTIRETY. PREPARE SURFACES AND INSTALL NEW SILICONE

SEALANT. SIMILAR TO DETAIL 3A ON DRAWING 202.

22. AT ALL STAIR TOWER RAILINGS, PREPARE SURFACES TO SSPC-SP6 CONDITION AND INSTALL NEW HIGH

PERFORMANCE PAINT SYSTEM. REFER TO SPECIFICATION SECTION 099100.

23. AFTER SUFFICIENT CURE TIME, PREPARE SURFACES AND INSTALL NEW SILICONE COVE SEALANT AT ALL

BOLLARD AND RAILING BASE PLATES. REFER TO DETAIL 2 ON DRAWING 202.

24. KNOWN LOCATION OF CRACK IN TOPPING SLAB. ROUT CRACK, PREPARE SURFACES, AND INSTALL NEW

URETHANE SEALANT. REFER TO DETAIL 1 ON DRAWING 202.

25. KNOWN LOCATION OF DISPLACED BEARING PAD. RESET BEARING PAD. SHORE TEE STEMS DIRECTLY ADJACENT TO THE REPAIR LOCATION AND THE CORRESPONDING STEMS ONE LEVEL BELOW. PROVIDE (6) 25K POST SHORES, (3) PER LEVEL. CONFIRM SHORING LOCATION AND LAYOUT WITH ENGINEER PRIOR TO BEGINNING

REPAIR.

26. AFTER ALL WORK IS COMPLETE, PROVIDE NEW LINE STRIPING ON LEVELS 5 & 6 AS WELL AS DRIVELANE

DIRECTIONAL ARROWS ON ALL LEVELS. REFER TO SPECIFICATION SECTION 321723.

97. DEDUCT ALTERNATE NO. 1: ON INTERIOR LEVELS 2, 3 AND 4, CONTRACTOR TO PERFORM A LEAK SURVEY DURING A RAIN EVENT. LOCATE AND MARK LEAKING TEE-TO-TEE JOINTS. CONFIRM LOCATION AND QUANTITY WITH ENGINEER AND REPAIR ON A UNIT PRICE BASIS (36 FULL JOINT REPLACEMENTS). REFER TO DETAILS 2 & 3

ON DRAWING 202.

98. DEDUCT ALTERNATE NO. 2: WHERE IDENTIFIED ON LEVEL 5, REMOVE ALL LEVEL 5 MEMBRANE INSTALLATIONS

ON CAST IN PLACE WASHES.

99. DEDUCT ALTERNATE NO. 3: WHERE IDENTIFIED ON LEVEL 5, DELETE THE LUMP SUM TEE-TO-TEE JOINT SEALANT

REPLACEMENTS IDENTIFIED AS PART OF NOTE 11.

LEGEND

EXISTING FLOOR DRAIN.

EXISTING BOLLARD TO BE REPLACED.

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT TO BE REPLACED

EXISTING TEE-TO-TEE JOINT

EXISTING FAILED TEE-TO-TEE JOINT SEALANT

EXISTING CAST-IN-PLACE WASH/POUR STRIP.

NEW HEAVY DUTY MEMBRANE SYSTEM.

NEW HEAVY DUTY MEMBRANE RECOAT SYSTEM

DEDUCT ALTERNATE NO. 2: LEVEL 5 MEMBRANE TO BE REMOVED. 98

72TYP.

7 22 23 TYP.

22 23

23TYP.23 TYP.

21TYP.

P r o j e c t

N o

1 2 3 4 5 6 7 8 9 10

VA FORM 08 - 6231 321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Cincinnati V.A.

Medical Center U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

Chief Engineer

JASON REEVES

539-21-209

08/26/2020 BW/VP JH/SP

Cincinnati, Ohio

FULLY SPRINKLERED

CONSTRUCTION

DOCUMENTS

PARKING GARAGE

RESTORATION

SCHEMATIC DESIGN 05/25/2020

# DESCRIPTION DATE

DESIGN DEVELOPMENT (DD1) 06/15/2020

DESIGN DEVELOPMENT (DD2)

07/06/2020

CONSTRUCTION DOCUMENTS4 08/26/2020

LEVEL 1 PLAN

102 3/32" = 1'-0"

SECOND LEVEL

NORTH

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

48'-0" 48'-0" 48'-0"48'-0" 48'-0" 48'-0"

'-0

RAMP UP

TO LEVEL 3

RAMP DOWN

TO LEVEL 1

11 15

5 KNOWN DETERIORATION

'-0

15'-0"3'-0"

7 KNOWN LOCATION

(~5 SF)

PLAN NOTES:

1. DRIVE LANES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. PHASE WORK AND PROVIDE BARRICADES AND SIGNAGE TO DIRECT TRAFFIC THROUGH OR AROUND WORK AREAS. COORDINATE ALL EFFORTS WITH OWNER IN

ADVANCE. REFER TO SPECIFICATION SECTIONS 011000.

OWNER IN ADVANCE. REFER TO SPECIFICATION SECTION 011000.

DETAIL 3 ON DRAWING 201.

4. CONTRACTOR TO PERFORM VISUAL SURVEY OF PRECAST FLOOR SURFACES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

5. CONTRACTOR TO PERFORM CHAIN DRAG SURVEY OF CAST IN PLACE WASHES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

DRAWING 201.

8. CONTRACTOR TO VISUALLY REVIEW DRAINS FOR CORROSION. WHERE IDENTIFIED, CONFIRM LOCATIONS WITH ENGINEER AND REPLACE ON A UNIT PRICE BASIS. REFER TO DETAILS 5 & 6 ON DRAWING 202.

9. REMOVE EXISTING SEALANTS IN THEIR ENTIRETY IN ALL CAST-IN-PLACE AREAS (WASHES AND CROSS OVER POURSTRIPS) . PREPARE SURFACES AND INSTALL NEW URETHANE SEALANTS. REFER TO DETAILS 2, 3 & 4 ON

DRAWING 202.

10. CONTRACTOR TO PERFORM A COMPLETE VISUAL SURVEY OF ALL FLOOR SURFACES TO LOCATE, MARK AND QUANTIFY CRACKING. CONFIRM LOCATIONS AND QUANTITIES WITH OWNER, ROUTE AND SEAL JOINT CRACKS

WITH NEW URETHANE SEALANT ON A UNIT PRICE BASIS PER DETAIL 1 ON DRAWING 202.

11. WHERE IDENTIFIED ON DRAWINGS, REMOVE EXISTING TEE-TO-TEE SEALANTS IN THEIR ENTIRETY AND PROVIDE

NEW URETHANE SEALANTS. REFER TO DETAILS 2 & 3 ON DRAWING 202.

THE OWNER. REFER TO DETAIL 5 ON DRAWING 201.

14. AT THE PENTHOUSE METAL PAN STAIRS, PROVIDE COVE SEALANT AT ALL TREAD TO RISER VERTICAL

PROJECTIONS. REFER TO DETAIL 2 ON DRAWING 202.

15. EXISTING HEAVILY WORN MEMBRANE SYSTEM OVER OCCUPIED SPACE. REMOVE ANY LOOSE OR DEBONDED MEMBRANE, PREPARE SURFACE AND PROVIDE NEW TYPE C HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE

RECOAT SYSTEM. REFER TO DETAILS ON DRAWING 202.

16. WHERE IDENTIFIED, PREPARE SURFACES AND INSTALL NEW HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE SYSTEM. INSTALL TRAFFIC MEMBRANE 6" PAST EDGE OF WASH ONTO ADJACENT TOPPING SLAB. REFER TO

DETAIL 4 ON DRAWING 203 AND SPECIFICATION SECTION 071800.

17. KNOWN LOCATION OF RUTTS IN CONCRETE FINISH. IN CONJUNCTION WITH THE HEAVY DUTY MEMBRANE INSTALLATION, LEVEL DEPRESSION WITH EPOXY AND SAND PRIOR TO MEMBRANE INSTALLATION. REFER TO

SPECIFICATION SECTION 071800.

18. APPROXIMATE LOCATION OF TEE FLANGE CORNER CRACK. CONTRACTOR TO WALK GARAGE WITH ENGINEER TO CONFIRM INSTALLATION LOCATIONS PRIOR TO ORDERING ANGLES. REFER TO DETAILS 6 & 7 ON DRAWING 201.

ON DRAWING 202.

20. KNOWN LOCATION OF EXISTING FAILED VERTICAL EXPANSION JOINT. REMOVE ALL COMPONENTS OF EXISTING EXPANSION JOINT AND REPLACE WITH NEW VERTICAL COMPRESSION SEAL. REFER TO DETAIL 7 ON DRAWING 202.

21. REMOVE EXISTING FACADE SEALANTS IN THEIR ENTIRETY. PREPARE SURFACES AND INSTALL NEW SILICONE

SEALANT. SIMILAR TO DETAIL 3A ON DRAWING 202.

22. AT ALL STAIR TOWER RAILINGS, PREPARE SURFACES TO SSPC-SP6 CONDITION AND INSTALL NEW HIGH

PERFORMANCE PAINT SYSTEM. REFER TO SPECIFICATION SECTION 099100.

23. AFTER SUFFICIENT CURE TIME, PREPARE SURFACES AND INSTALL NEW SILICONE COVE SEALANT AT ALL

BOLLARD AND RAILING BASE PLATES. REFER TO DETAIL 2 ON DRAWING 202.

24. KNOWN LOCATION OF CRACK IN TOPPING SLAB. ROUT CRACK, PREPARE SURFACES, AND INSTALL NEW

URETHANE SEALANT. REFER TO DETAIL 1 ON DRAWING 202.

REPAIR.

26. AFTER ALL WORK IS COMPLETE, PROVIDE NEW LINE STRIPING ON LEVELS 5 & 6 AS WELL AS DRIVELANE

DIRECTIONAL ARROWS ON ALL LEVELS. REFER TO SPECIFICATION SECTION 321723.

ON DRAWING 202.

98. DEDUCT ALTERNATE NO. 2: WHERE IDENTIFIED ON LEVEL 5, REMOVE ALL LEVEL 5 MEMBRANE INSTALLATIONS

ON CAST IN PLACE WASHES.

99. DEDUCT ALTERNATE NO. 3: WHERE IDENTIFIED ON LEVEL 5, DELETE THE LUMP SUM TEE-TO-TEE JOINT SEALANT

REPLACEMENTS IDENTIFIED AS PART OF NOTE 11.

LEGEND

EXISTING FLOOR DRAIN.

EXISTING BOLLARD TO BE REPLACED.

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT TO BE REPLACED

EXISTING TEE-TO-TEE JOINT

EXISTING FAILED TEE-TO-TEE JOINT SEALANT

EXISTING CAST-IN-PLACE WASH/POUR STRIP.

NEW HEAVY DUTY MEMBRANE SYSTEM.

NEW HEAVY DUTY MEMBRANE RECOAT SYSTEM

DEDUCT ALTERNATE NO. 2: LEVEL 5 MEMBRANE TO BE REMOVED. 98

BELOW

9'- 1"

PLAN NOTES:

1. DRIVE LANES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. PHASE WORK AND PROVIDE BARRICADES AND SIGNAGE TO DIRECT TRAFFIC THROUGH OR AROUND WORK AREAS. COORDINATE ALL EFFORTS WITH OWNER IN

ADVANCE. REFER TO SPECIFICATION SECTIONS 011000.

OWNER IN ADVANCE. REFER TO SPECIFICATION SECTION 011000.

DETAIL 3 ON DRAWING 201.

4. CONTRACTOR TO PERFORM VISUAL SURVEY OF PRECAST FLOOR SURFACES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

5. CONTRACTOR TO PERFORM CHAIN DRAG SURVEY OF CAST IN PLACE WASHES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

DRAWING 201.

8. CONTRACTOR TO VISUALLY REVIEW DRAINS FOR CORROSION. WHERE IDENTIFIED, CONFIRM LOCATIONS WITH ENGINEER AND REPLACE ON A UNIT PRICE BASIS. REFER TO DETAILS 5 & 6 ON DRAWING 202.

9. REMOVE EXISTING SEALANTS IN THEIR ENTIRETY IN ALL CAST-IN-PLACE AREAS (WASHES AND CROSS OVER POURSTRIPS) . PREPARE SURFACES AND INSTALL NEW URETHANE SEALANTS. REFER TO DETAILS 2, 3 & 4 ON

DRAWING 202.

10. CONTRACTOR TO PERFORM A COMPLETE VISUAL SURVEY OF ALL FLOOR SURFACES TO LOCATE, MARK AND QUANTIFY CRACKING. CONFIRM LOCATIONS AND QUANTITIES WITH OWNER, ROUTE AND SEAL JOINT CRACKS

WITH NEW URETHANE SEALANT ON A UNIT PRICE BASIS PER DETAIL 1 ON DRAWING 202.

11. WHERE IDENTIFIED ON DRAWINGS, REMOVE EXISTING TEE-TO-TEE SEALANTS IN THEIR ENTIRETY AND PROVIDE

NEW URETHANE SEALANTS. REFER TO DETAILS 2 & 3 ON DRAWING 202.

THE OWNER. REFER TO DETAIL 5 ON DRAWING 201.

14. AT THE PENTHOUSE METAL PAN STAIRS, PROVIDE COVE SEALANT AT ALL TREAD TO RISER VERTICAL

PROJECTIONS. REFER TO DETAIL 2 ON DRAWING 202.

15. EXISTING HEAVILY WORN MEMBRANE SYSTEM OVER OCCUPIED SPACE. REMOVE ANY LOOSE OR DEBONDED MEMBRANE, PREPARE SURFACE AND PROVIDE NEW TYPE C HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE

RECOAT SYSTEM. REFER TO DETAILS ON DRAWING 202.

16. WHERE IDENTIFIED, PREPARE SURFACES AND INSTALL NEW HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE SYSTEM. INSTALL TRAFFIC MEMBRANE 6" PAST EDGE OF WASH ONTO ADJACENT TOPPING SLAB. REFER TO

DETAIL 4 ON DRAWING 203 AND SPECIFICATION SECTION 071800.

17. KNOWN LOCATION OF RUTTS IN CONCRETE FINISH. IN CONJUNCTION WITH THE HEAVY DUTY MEMBRANE INSTALLATION, LEVEL DEPRESSION WITH EPOXY AND SAND PRIOR TO MEMBRANE INSTALLATION. REFER TO

SPECIFICATION SECTION 071800.

18. APPROXIMATE LOCATION OF TEE FLANGE CORNER CRACK. CONTRACTOR TO WALK GARAGE WITH ENGINEER TO CONFIRM INSTALLATION LOCATIONS PRIOR TO ORDERING ANGLES. REFER TO DETAILS 6 & 7 ON DRAWING 201.

ON DRAWING 202.

20. KNOWN LOCATION OF EXISTING FAILED VERTICAL EXPANSION JOINT. REMOVE ALL COMPONENTS OF EXISTING EXPANSION JOINT AND REPLACE WITH NEW VERTICAL COMPRESSION SEAL. REFER TO DETAIL 7 ON DRAWING 202.

21. REMOVE EXISTING FACADE SEALANTS IN THEIR ENTIRETY. PREPARE SURFACES AND INSTALL NEW SILICONE

SEALANT. SIMILAR TO DETAIL 3A ON DRAWING 202.

22. AT ALL STAIR TOWER RAILINGS, PREPARE SURFACES TO SSPC-SP6 CONDITION AND INSTALL NEW HIGH

PERFORMANCE PAINT SYSTEM. REFER TO SPECIFICATION SECTION 099100.

23. AFTER SUFFICIENT CURE TIME, PREPARE SURFACES AND INSTALL NEW SILICONE COVE SEALANT AT ALL

BOLLARD AND RAILING BASE PLATES. REFER TO DETAIL 2 ON DRAWING 202.

24. KNOWN LOCATION OF CRACK IN TOPPING SLAB. ROUT CRACK, PREPARE SURFACES, AND INSTALL NEW

URETHANE SEALANT. REFER TO DETAIL 1 ON DRAWING 202.

REPAIR.

26. AFTER ALL WORK IS COMPLETE, PROVIDE NEW LINE STRIPING ON LEVELS 5 & 6 AS WELL AS DRIVELANE

DIRECTIONAL ARROWS ON ALL LEVELS. REFER TO SPECIFICATION SECTION 321723.

ON DRAWING 202.

98. DEDUCT ALTERNATE NO. 2: WHERE IDENTIFIED ON LEVEL 5, REMOVE ALL LEVEL 5 MEMBRANE INSTALLATIONS

ON CAST IN PLACE WASHES.

99. DEDUCT ALTERNATE NO. 3: WHERE IDENTIFIED ON LEVEL 5, DELETE THE LUMP SUM TEE-TO-TEE JOINT SEALANT

REPLACEMENTS IDENTIFIED AS PART OF NOTE 11.

LEGEND

EXISTING FLOOR DRAIN.

EXISTING BOLLARD TO BE REPLACED.

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT TO BE REPLACED

EXISTING TEE-TO-TEE JOINT

EXISTING FAILED TEE-TO-TEE JOINT SEALANT

EXISTING CAST-IN-PLACE WASH/POUR STRIP.

NEW HEAVY DUTY MEMBRANE SYSTEM.

NEW HEAVY DUTY MEMBRANE RECOAT SYSTEM

DEDUCT ALTERNATE NO. 2: LEVEL 5 MEMBRANE TO BE REMOVED. 98

SLAB ON GRADE STRUCTURED SLAB

72TYP.

9 TYP.

9 TYP.9 TYP.

9 TYP.

16 TYP.16 TYP.

21TYP.

22 23 TYP.

22 23

23TYP.23 TYP.

TYP.

12 13 97

TYP.

12 13 97 43

TYP.

12 13 97

P r o j e c t

N o

1 2 3 4 5 6 7 8 9 10

VA FORM 08 - 6231 321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Cincinnati V.A.

Medical Center U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

Chief Engineer

JASON REEVES

539-21-209

08/26/2020 BW/VP JH/SP

Cincinnati, Ohio

FULLY SPRINKLERED

CONSTRUCTION

DOCUMENTS

PARKING GARAGE

RESTORATION

SCHEMATIC DESIGN 05/25/2020

# DESCRIPTION DATE

DESIGN DEVELOPMENT (DD1) 06/15/2020

DESIGN DEVELOPMENT (DD2)

07/06/2020

CONSTRUCTION DOCUMENTS4 08/26/2020

LEVEL 2 PLAN

103 3/32" = 1'-0"

THIRD LEVEL

NORTH

1 1.1 1.9 2 3 4 5 6 6.1 6.9 7'

A.3

48'-0" 48'-0" 48'-0"48'-0" 48'-0" 48'-0"

'-0

RAMP UP

TO LEVEL 4

RAMP DOWN

TO LEVEL 2

5 KNOWN LOCATION

(~2 SF)

5 KNOWN LOCATION

(~4 SF TOTAL)

PLAN NOTES:

1. DRIVE LANES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. PHASE WORK AND PROVIDE BARRICADES AND SIGNAGE TO DIRECT TRAFFIC THROUGH OR AROUND WORK AREAS. COORDINATE ALL EFFORTS WITH OWNER IN

ADVANCE. REFER TO SPECIFICATION SECTIONS 011000.

OWNER IN ADVANCE. REFER TO SPECIFICATION SECTION 011000.

DETAIL 3 ON DRAWING 201.

4. CONTRACTOR TO PERFORM VISUAL SURVEY OF PRECAST FLOOR SURFACES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

5. CONTRACTOR TO PERFORM CHAIN DRAG SURVEY OF CAST IN PLACE WASHES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

DRAWING 201.

8. CONTRACTOR TO VISUALLY REVIEW DRAINS FOR CORROSION. WHERE IDENTIFIED, CONFIRM LOCATIONS WITH ENGINEER AND REPLACE ON A UNIT PRICE BASIS. REFER TO DETAILS 5 & 6 ON DRAWING 202.

9. REMOVE EXISTING SEALANTS IN THEIR ENTIRETY IN ALL CAST-IN-PLACE AREAS (WASHES AND CROSS OVER POURSTRIPS) . PREPARE SURFACES AND INSTALL NEW URETHANE SEALANTS. REFER TO DETAILS 2, 3 & 4 ON

DRAWING 202.

10. CONTRACTOR TO PERFORM A COMPLETE VISUAL SURVEY OF ALL FLOOR SURFACES TO LOCATE, MARK AND QUANTIFY CRACKING. CONFIRM LOCATIONS AND QUANTITIES WITH OWNER, ROUTE AND SEAL JOINT CRACKS

WITH NEW URETHANE SEALANT ON A UNIT PRICE BASIS PER DETAIL 1 ON DRAWING 202.

11. WHERE IDENTIFIED ON DRAWINGS, REMOVE EXISTING TEE-TO-TEE SEALANTS IN THEIR ENTIRETY AND PROVIDE

NEW URETHANE SEALANTS. REFER TO DETAILS 2 & 3 ON DRAWING 202.

THE OWNER. REFER TO DETAIL 5 ON DRAWING 201.

14. AT THE PENTHOUSE METAL PAN STAIRS, PROVIDE COVE SEALANT AT ALL TREAD TO RISER VERTICAL

PROJECTIONS. REFER TO DETAIL 2 ON DRAWING 202.

15. EXISTING HEAVILY WORN MEMBRANE SYSTEM OVER OCCUPIED SPACE. REMOVE ANY LOOSE OR DEBONDED MEMBRANE, PREPARE SURFACE AND PROVIDE NEW TYPE C HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE

RECOAT SYSTEM. REFER TO DETAILS ON DRAWING 202.

16. WHERE IDENTIFIED, PREPARE SURFACES AND INSTALL NEW HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE SYSTEM. INSTALL TRAFFIC MEMBRANE 6" PAST EDGE OF WASH ONTO ADJACENT TOPPING SLAB. REFER TO

DETAIL 4 ON DRAWING 203 AND SPECIFICATION SECTION 071800.

17. KNOWN LOCATION OF RUTTS IN CONCRETE FINISH. IN CONJUNCTION WITH THE HEAVY DUTY MEMBRANE INSTALLATION, LEVEL DEPRESSION WITH EPOXY AND SAND PRIOR TO MEMBRANE INSTALLATION. REFER TO

SPECIFICATION SECTION 071800.

18. APPROXIMATE LOCATION OF TEE FLANGE CORNER CRACK. CONTRACTOR TO WALK GARAGE WITH ENGINEER TO CONFIRM INSTALLATION LOCATIONS PRIOR TO ORDERING ANGLES. REFER TO DETAILS 6 & 7 ON DRAWING 201.

ON DRAWING 202.

20. KNOWN LOCATION OF EXISTING FAILED VERTICAL EXPANSION JOINT. REMOVE ALL COMPONENTS OF EXISTING EXPANSION JOINT AND REPLACE WITH NEW VERTICAL COMPRESSION SEAL. REFER TO DETAIL 7 ON DRAWING 202.

21. REMOVE EXISTING FACADE SEALANTS IN THEIR ENTIRETY. PREPARE SURFACES AND INSTALL NEW SILICONE

SEALANT. SIMILAR TO DETAIL 3A ON DRAWING 202.

22. AT ALL STAIR TOWER RAILINGS, PREPARE SURFACES TO SSPC-SP6 CONDITION AND INSTALL NEW HIGH

PERFORMANCE PAINT SYSTEM. REFER TO SPECIFICATION SECTION 099100.

23. AFTER SUFFICIENT CURE TIME, PREPARE SURFACES AND INSTALL NEW SILICONE COVE SEALANT AT ALL

BOLLARD AND RAILING BASE PLATES. REFER TO DETAIL 2 ON DRAWING 202.

24. KNOWN LOCATION OF CRACK IN TOPPING SLAB. ROUT CRACK, PREPARE SURFACES, AND INSTALL NEW

URETHANE SEALANT. REFER TO DETAIL 1 ON DRAWING 202.

REPAIR.

26. AFTER ALL WORK IS COMPLETE, PROVIDE NEW LINE STRIPING ON LEVELS 5 & 6 AS WELL AS DRIVELANE

DIRECTIONAL ARROWS ON ALL LEVELS. REFER TO SPECIFICATION SECTION 321723.

ON DRAWING 202.

98. DEDUCT ALTERNATE NO. 2: WHERE IDENTIFIED ON LEVEL 5, REMOVE ALL LEVEL 5 MEMBRANE INSTALLATIONS

ON CAST IN PLACE WASHES.

99. DEDUCT ALTERNATE NO. 3: WHERE IDENTIFIED ON LEVEL 5, DELETE THE LUMP SUM TEE-TO-TEE JOINT SEALANT

REPLACEMENTS IDENTIFIED AS PART OF NOTE 11.

LEGEND

EXISTING FLOOR DRAIN.

EXISTING BOLLARD TO BE REPLACED.

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT TO BE REPLACED

EXISTING TEE-TO-TEE JOINT

EXISTING FAILED TEE-TO-TEE JOINT SEALANT

EXISTING CAST-IN-PLACE WASH/POUR STRIP.

NEW HEAVY DUTY MEMBRANE SYSTEM.

NEW HEAVY DUTY MEMBRANE RECOAT SYSTEM

DEDUCT ALTERNATE NO. 2: LEVEL 5 MEMBRANE TO BE REMOVED. 98

9'- 1"

6" BEYOND JOINT TYP.

9 TYP.

9 TYP.9 TYP.

9 TYP.

16 TYP.16 TYP.

72TYP.

7 22 23 TYP.

22 23

23TYP.23 TYP.

21TYP.

TYP.

12 13 97

TYP.

12 13 97 43

TYP.

12 13 97

P r o j e c t

N o

1 2 3 4 5 6 7 8 9 10

VA FORM 08 - 6231 321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Cincinnati V.A.

Medical Center U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

32 4 5 6 7 8 9 10

100 E. Eighth Street, Ste. 300

Cincinnati, Ohio 45202-2129

Ph 513-241-3222

Fax 513-241-2981 www.thpltd.com

Chief Engineer

JASON REEVES

539-21-209

08/26/2020 BW/VP JH/SP

Cincinnati, Ohio

FULLY SPRINKLERED

CONSTRUCTION

DOCUMENTS

PARKING GARAGE

RESTORATION

SCHEMATIC DESIGN 05/25/2020

# DESCRIPTION DATE

DESIGN DEVELOPMENT (DD1) 06/15/2020

DESIGN DEVELOPMENT (DD2)

07/06/2020

CONSTRUCTION DOCUMENTS4 08/26/2020

LEVEL 3 PLAN

104 3/32" = 1'-0"

FOURTH LEVEL

NORTH

PLAN NOTES:

1. DRIVE LANES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES. PHASE WORK AND PROVIDE BARRICADES AND SIGNAGE TO DIRECT TRAFFIC THROUGH OR AROUND WORK AREAS. COORDINATE ALL EFFORTS WITH OWNER IN

ADVANCE. REFER TO SPECIFICATION SECTIONS 011000.

OWNER IN ADVANCE. REFER TO SPECIFICATION SECTION 011000.

DETAIL 3 ON DRAWING 201.

4. CONTRACTOR TO PERFORM VISUAL SURVEY OF PRECAST FLOOR SURFACES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

5. CONTRACTOR TO PERFORM CHAIN DRAG SURVEY OF CAST IN PLACE WASHES TO LOCATE, MARK, AND QUANTIFY SPALLED, HEAVED, DELAMINATED, DEBONDED, OR OTHERWISE DETERIORATED CONCRETE TOPPING SLAB.

CONFIRM LOCATIONS AND QUANTITIES WITH ENGINEER AND PERFORM REPAIRS ON A UNIT PRICE BASIS. REFER

TO DETAILS 1 & 2 ON DRAWING 201.

DRAWING 201.

8. CONTRACTOR TO VISUALLY REVIEW DRAINS FOR CORROSION. WHERE IDENTIFIED, CONFIRM LOCATIONS WITH ENGINEER AND REPLACE ON A UNIT PRICE BASIS. REFER TO DETAILS 5 & 6 ON DRAWING 202.

9. REMOVE EXISTING SEALANTS IN THEIR ENTIRETY IN ALL CAST-IN-PLACE AREAS (WASHES AND CROSS OVER POURSTRIPS) . PREPARE SURFACES AND INSTALL NEW URETHANE SEALANTS. REFER TO DETAILS 2, 3 & 4 ON

DRAWING 202.

10. CONTRACTOR TO PERFORM A COMPLETE VISUAL SURVEY OF ALL FLOOR SURFACES TO LOCATE, MARK AND QUANTIFY CRACKING. CONFIRM LOCATIONS AND QUANTITIES WITH OWNER, ROUTE AND SEAL JOINT CRACKS

WITH NEW URETHANE SEALANT ON A UNIT PRICE BASIS PER DETAIL 1 ON DRAWING 202.

11. WHERE IDENTIFIED ON DRAWINGS, REMOVE EXISTING TEE-TO-TEE SEALANTS IN THEIR ENTIRETY AND PROVIDE

NEW URETHANE SEALANTS. REFER TO DETAILS 2 & 3 ON DRAWING 202.

THE OWNER. REFER TO DETAIL 5 ON DRAWING 201.

14. AT THE PENTHOUSE METAL PAN STAIRS, PROVIDE COVE SEALANT AT ALL TREAD TO RISER VERTICAL

PROJECTIONS. REFER TO DETAIL 2 ON DRAWING 202.

15. EXISTING HEAVILY WORN MEMBRANE SYSTEM OVER OCCUPIED SPACE. REMOVE ANY LOOSE OR DEBONDED MEMBRANE, PREPARE SURFACE AND PROVIDE NEW TYPE C HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE

RECOAT SYSTEM. REFER TO DETAILS ON DRAWING 202.

16. WHERE IDENTIFIED, PREPARE SURFACES AND INSTALL NEW HEAVY DUTY VEHICULAR TRAFFIC MEMBRANE SYSTEM. INSTALL TRAFFIC MEMBRANE 6" PAST EDGE OF WASH ONTO ADJACENT TOPPING SLAB. REFER TO

DETAIL 4 ON DRAWING 203 AND SPECIFICATION SECTION 071800.

17. KNOWN LOCATION OF RUTTS IN CONCRETE FINISH. IN CONJUNCTION WITH THE HEAVY DUTY MEMBRANE INSTALLATION, LEVEL DEPRESSION WITH EPOXY AND SAND PRIOR TO MEMBRANE INSTALLATION. REFER TO

SPECIFICATION SECTION 071800.

18. APPROXIMATE LOCATION OF TEE FLANGE CORNER CRACK. CONTRACTOR TO WALK GARAGE WITH ENGINEER TO CONFIRM INSTALLATION LOCATIONS PRIOR TO ORDERING ANGLES. REFER TO DETAILS 6 & 7 ON DRAWING 201.

ON DRAWING 202.

20. KNOWN LOCATION OF EXISTING FAILED VERTICAL EXPANSION JOINT. REMOVE ALL COMPONENTS OF EXISTING EXPANSION JOINT AND REPLACE WITH NEW VERTICAL COMPRESSION SEAL. REFER TO DETAIL 7 ON DRAWING 202.

21. REMOVE EXISTING FACADE SEALANTS IN THEIR ENTIRETY. PREPARE SURFACES AND INSTALL NEW SILICONE

SEALANT. SIMILAR TO DETAIL 3A ON DRAWING 202.

22. AT ALL STAIR TOWER RAILINGS, PREPARE SURFACES TO SSPC-SP6 CONDITION AND INSTALL NEW HIGH

PERFORMANCE PAINT SYSTEM. REFER TO SPECIFICATION SECTION 099100.

23. AFTER SUFFICIENT CURE TIME, PREPARE SURFACES AND INSTALL NEW SILICONE COVE SEALANT AT ALL

BOLLARD AND RAILING BASE PLATES. REFER TO DETAIL 2 ON DRAWING 202.

24. KNOWN LOCATION OF CRACK IN TOPPING SLAB. ROUT CRACK, PREPARE SURFACES, AND INSTALL NEW

URETHANE SEALANT. REFER TO DETAIL 1 ON DRAWING 202.

REPAIR.

26. AFTER ALL WORK IS COMPLETE, PROVIDE NEW LINE STRIPING ON LEVELS 5 & 6 AS WELL AS DRIVELANE

DIRECTIONAL ARROWS ON ALL LEVELS. REFER TO SPECIFICATION SECTION 321723.

ON DRAWING 202.

98. DEDUCT ALTERNATE NO. 2: WHERE IDENTIFIED ON LEVEL 5, REMOVE ALL LEVEL 5 MEMBRANE INSTALLATIONS

ON CAST IN PLACE WASHES.

99. DEDUCT ALTERNATE NO. 3: WHERE IDENTIFIED ON LEVEL 5, DELETE THE LUMP SUM TEE-TO-TEE JOINT SEALANT

REPLACEMENTS IDENTIFIED AS PART OF NOTE 11.

LEGEND

EXISTING FLOOR DRAIN.

EXISTING BOLLARD TO BE REPLACED.

EXISTING EXPANSION JOINT

EXISTING EXPANSION JOINT TO BE REPLACED

EXISTING TEE-TO-TEE JOINT

EXISTING FAILED TEE-TO-TEE JOINT SEALANT

EXISTING CAST-IN-PLACE WASH/POUR STRIP.

NEW HEAVY…

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File details come from the government source that posted it. Updated Nov 19, 2020.