506-25-104 Ann Arbor Emergent Garage Repair Revised Drawings R3.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t

P a rk in g R e p a ir s /2

.1

A v

.r v t

/2

/2

:4

:4

P

M

GI000

COVER SHEET

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD. ANN ARBOR, MI 48105

506-25-104

03/25/2026 DB CS

506-25-104

EMERGENT PARKING STRUCTURE REPAIRS

VETERANS AFFAIRS ANN ARBOR HEALTHCARE SYSTEM

2215 FULLER RD. ANN ARBOR, MI 48105

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLER

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 INFECTION CONTROL

GI002 PRELIMINARY PHASING PLAN

GI003 PRELIMINARY PHASING PLAN

GI101 LIFE SAFETY CODE DATA

CG101 EAST GARAGE ARCHITECTURAL SITE PLAN

STRUCTURAL

SI001 ABBREVIATIONS, SCHEDULES, & SYMBOLS

SI002 STRUCTURAL GENERAL NOTES

SF101 EAST LEVEL AA FRAMING PLAN

SF102 EAST LEVEL A FRAMING PLAN

SF103 EAST LEVEL B FRAMING PLAN

SF104 EAST LEVEL C FRAMING PLAN

SF105 EAST LEVEL D FRAMING PLAN

SF201 WEST LEVEL A FRAMING PLAN

SF202 WEST LEVEL B FRAMING PLAN

SF203 WEST LEVEL C FRAMING PLAN

SF204 WEST LEVEL D FRAMING PLAN

SF501 REPAIR DETAILS

ARCHITECTURAL

AE001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD101 EAST GARAGE - DEMO PLANS

AE101 EAST GARAGE - LEVEL AA

AE102 EAST GARAGE - LEVEL A

AE103 EAST GARAGE - LEVEL B

AE104 EAST GARAGE - LEVEL C

AE105 EAST GARAGE - LEVEL D

AE106 WEST GARAGE ENLARGED PLANS

AE107 WEST GARAGE - LEVEL E

AE501 ARCHITECTURAL AND PARKING STRIPING DETAILS

PLUMBING

P000 PLUMBING SYMBOLS, ABBREVIATIONS, AND NOTES

P101 PLUMBING PLAN - EAST GARAGE LEVEL AA

P102 PLUMBING PLAN - EAST GARAGE LEVEL A

P103 PLUMBING PLAN - EAST GARAGE LEVEL B

P104 PLUMBING PLAN - EAST GARAGE LEVEL C

P105 PLUMBING PLAN - EAST GARAGE LEVEL D

P106 PLUMBING PLAN - WEST GARAGE LEVEL A

Contact:Contact:Contact: Contact:

GUIDON DESIGN INC.

Daniel Willeman

Plumbing Designer

MECHANICAL,

ELECTRICAL &

PLUMBING

GUIDON DESIGN INC.

Mukesh Poddar

Structural EIT

STRUCTURAL

ENGINEER

VA ANN ARBOR HEALTHCARE

SYSTEM

Terry Clark

Contracting Officer Representative

2215 Fuller Rd.

Ann Arbor, MI 48105 p: 734-972-2345 e: terry.clack@va.gov

OWNER

GUIDON DESIGN INC.

Christian Schmoll

Architectural Designer

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.627.0450 e: cschmoll@guidon.com

ARCHITECT

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 419.245.4418 e: mpoddar@guidon.com

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 144 e: dwilleman@guidon.com

Contact:

GUIDON DESIGN INC.

Andrew Kennedy

Project Manager

1221 North Pennsylvania Street Indianapolis, IN 46202 p: 317.800.6388 x 121 e: akennedy@guidon.com

PROJECT MANAGER

AREA MAP

CAMPUS MAP

N

N

EAST PARKING

GARAGE

WEST PARKING

GARAGE

FULLER RD

FULLER CT

VA MEDICAL CIR

HURON RIVER

FULLER CT

FULLER RD

PROJECT LOCATION:

EAST PARKING

GARAGE

HURON RIVER

FULLER RD

H U

R O

N P

K W

Y

PROJECT SITE

PROJECT LOCATION:

WEST PARKING

GARAGE

REVISION SCHEDULE

NUMBER DATE DESCRIPTION

I (green)

I (green)

I (green)

II (yellow)

II (yellow)

II (yellow)

II (yellow)

II (yellow)

III/IV (pink)

III/IV (pink)

III/IV (pink)

III/IV (pink)

III/IV (pink)

IV (red)

IV (red)

IV (red)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t

P a rk in g R e p a ir s /2

.1

A v

.r v t

/2

/2

:4

:5

P

M

GI001

INFECTION CONTROL

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD. ANN ARBOR, MI 48105

506-25-104

03/25/2026 DB CS

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLER

SCALE: 6" = 1'-0"GI001

1 INFECTION CONTROL RISK ASSESSMENT MATRIX

UP

DN

UP

DN

UP

DN

DN

PHASING GENERAL NOTES

A. PHASING PLANS SHOW A PROPOSED CONCEPT, FINAL PHASING PLAN IS THE

RESPONSIBILITY OF THE CONTRACTOR. PLANS SHOWN ARE CONCEPTUAL.

B. EACH PHASE SHOULD ONLY SHUT DOWN A MAXIMUM OF 30 SPACES AND

SHOULD ALLOW DRIVE AISLES AND PEDESTRIAN PATHWAYS TO REMAIN

OPEN AS MUCH AS POSSIBLE. ACCESS TO THE ELEVATOR LOBBY AND

STAIRS MUST ALSO REMAIN OPEN DURING ALL PHASES OF CONSTRUCTION.

C. IF MORE THAN 30 SPACES WILL BE SHUT DOWN WORK MUST BE NIGHT /

WEEKEND WORK. WEEKEND WORK IS EXPECTED TO BEGIN ON FRIDAY'S AT

NOON. WEEKEND AND NIGHT WORK WILL NEED TO BE COORDINATED WITH

COR AND WORK MUST BE CLEARED SO THAT NO MORE THAN 30 SPACES ARE

SHUT DOWN BY 7 AM DURING WEEKDAYS.

D. ONCE ALL REPAIRS ARE FINISHED ON LEVEL D OF THE EAST GARAGE, TOP

DECK SHOULD BE CLOSED FOR THE WEEKEND TO APPLY POLYURETHANE

TRAFFIC COATING PER MANUFACTURER REQUIREMENTS. COORDINATE

SHUT DOWN WITH VA / COR

E. PHASING IS BROKEN OUT FOR EACH FLOOR. WORK SHALL ONLY BE DONE

ON ONE FLOOR IN EACH BUILDING AT A TIME. STARTING ON TOP DECK

PHASING AND WORK DOWN TO THE LOWER LEVELS IS PROPOSED.

F. CONTRACTOR TO PROVIDE PHASING SCHEDULE TO VA / COR WITH A

MINIMUM 2 WEEK NOTICE FOR ADJUSTMENTS IN SCHEDULE TO COORDINATE

PARKING OUTAGE.

G. PHASING SHALL OCCUR IN EAST AND WEST GARAGE CONCURRENTLY TO

MINIMIZE CONSTRUCTION TIME.

H. WORK AREA SHALL BE CLEARLY IDENTIFIED AND FENCED IN BY 7' CHAIN LINK

FENCE TO ENSURE AREA IS SAFE AND SECURE WHILE UNDER

CONSTRUCTION. SIGNAGE SHALL BE PROVIDED CALLING OUT NO ENTRY /

CONSTRUCTION AREA REFERENCE SIGNAGE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

I. LEVEL E OF THE WEST GARAGE SHALL BE COMPLETED AS WEEKEND WORK

ONLY. CONCRETE REPAIR AND PREP SHOULD BE DONE PRIOR TO TRAFFIC

COATING BEING APPLIED. WORK SHOULD BEGIN AT NOON ON FRIDAY AND

SHOULD BE OPEN FOR TRAFFIC BY 7 AM ON MONDAY.

FLOOR PHASING LEGEND

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

123456789101112131416 151718

C

D

E

F

STAIR 3

EAA107

MECHANICAL RM

III

2122232425

123456789101112

A

BB.1

C

D

E

F

11.212.1

RAMP UP

STAIR 3

EA107

ELEVATOR LOBBY

EA102

STAIR 1

EA101

ELEVATOR

EQUIPMENT RM

EA104

ELEVATORS

EA

STAIR

EA106

STORAGE

EA

N.I.C.

123456789101112

A

B

B.1

C

D

E

F

11.212.1

RAMP UP

STAIR 3

EB107

ELEVATOR LOBBY

EB102

ELECTRICAL RM

EB103

ELEVATORS

EB

STAIR 1

EB101

STAIR 2

EB106

N.I.C.

123456789101112

A

BB.1

C

D

E

F

11.212.1

RAMP UP

STAIR 3

EC107

ELEVATOR LOBBY

EC102

ELEVATORS

EC

STAIR 1

EC101

STAIR 2

EC106

N.I.C.

123456789101112

A

BB.1

C

D

E

F

11.212.1

RAMP DOWN

STAIR 3

EC107

ELEVATOR LOBBY

ED102

ELECTRICAL ROOM

ED103

ELEVATORS

ED

STAIR 1

ED101

STAIR 2

ED106

N.I.C.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t

P a rk in g R e p a ir s /2

.1

A v

.r v t

/2

/2

:4

:5

P

M

GI002

PRELIMINARY PHASING PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD. ANN ARBOR, MI 48105

506-25-104

EAST 29

03/25/2026 DB CS

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLER

EAST 29

SCALE: 1/32" = 1'-0"GI002

1 EAST GARAGE - LEVEL AA - PHASING PLAN

SCALE: 1/32" = 1'-0"GI002

2 EAST GARAGE - LEVEL A - PHASING PLAN

SCALE: 1/32" = 1'-0"GI002

3 EAST GARAGE - LEVEL B - PHASING PLAN

SCALE: 1/32" = 1'-0"GI002

4 EAST GARAGE - LEVEL C - PHASING PLAN

SCALE: 1/32" = 1'-0"GI002

5 EAST GARAGE - LEVEL D - PHASING PLAN

PHASING GENERAL NOTES

A. PHASING PLANS SHOW A PROPOSED CONCEPT, FINAL PHASING PLAN IS THE

RESPONSIBILITY OF THE CONTRACTOR. PLANS SHOWN ARE CONCEPTUAL.

B. EACH PHASE SHOULD ONLY SHUT DOWN A MAXIMUM OF 30 SPACES AND

SHOULD ALLOW DRIVE AISLES AND PEDESTRIAN PATHWAYS TO REMAIN

OPEN AS MUCH AS POSSIBLE. ACCESS TO THE ELEVATOR LOBBY AND

STAIRS MUST ALSO REMAIN OPEN DURING ALL PHASES OF CONSTRUCTION.

C. IF MORE THAN 30 SPACES WILL BE SHUT DOWN WORK MUST BE NIGHT /

WEEKEND WORK. WEEKEND WORK IS EXPECTED TO BEGIN ON FRIDAY'S AT

NOON. WEEKEND AND NIGHT WORK WILL NEED TO BE COORDINATED WITH

COR AND WORK MUST BE CLEARED SO THAT NO MORE THAN 30 SPACES ARE

SHUT DOWN BY 7 AM DURING WEEKDAYS.

D. ONCE ALL REPAIRS ARE FINISHED ON LEVEL D OF THE EAST GARAGE, TOP

DECK SHOULD BE CLOSED FOR THE WEEKEND TO APPLY POLYURETHANE

TRAFFIC COATING PER MANUFACTURER REQUIREMENTS. COORDINATE

SHUT DOWN WITH VA / COR

E. PHASING IS BROKEN OUT FOR EACH FLOOR. WORK SHALL ONLY BE DONE

ON ONE FLOOR IN EACH BUILDING AT A TIME. STARTING ON TOP DECK

PHASING AND WORK DOWN TO THE LOWER LEVELS IS PROPOSED.

F. CONTRACTOR TO PROVIDE PHASING SCHEDULE TO VA / COR WITH A

MINIMUM 2 WEEK NOTICE FOR ADJUSTMENTS IN SCHEDULE TO COORDINATE

PARKING OUTAGE.

G. PHASING SHALL OCCUR IN EAST AND WEST GARAGE CONCURRENTLY TO

MINIMIZE CONSTRUCTION TIME.

H. WORK AREA SHALL BE CLEARLY IDENTIFIED AND FENCED IN BY 7' CHAIN LINK

FENCE TO ENSURE AREA IS SAFE AND SECURE WHILE UNDER

CONSTRUCTION. SIGNAGE SHALL BE PROVIDED CALLING OUT NO ENTRY /

CONSTRUCTION AREA REFERENCE SIGNAGE SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

I. LEVEL E OF THE WEST GARAGE SHALL BE COMPLETED AS WEEKEND WORK

ONLY. CONCRETE REPAIR AND PREP SHOULD BE DONE PRIOR TO TRAFFIC

COATING BEING APPLIED. WORK SHOULD BEGIN AT NOON ON FRIDAY AND

SHOULD BE OPEN FOR TRAFFIC BY 7 AM ON MONDAY.

FLOOR PHASING LEGEND

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

G

G

F

F

E

E

D

D

C

C

B

B

7 7

6 6

5 5

4 4

3 3

2 2

1 1

A

A

D O

W N

U P

U P U

P

G

G

F

F

E

E

D

D

C

C

B

B

7 7

6 6

5 5

4 4

3 3

2 2

1 1

A

A

ONLY

D O

W N

U P

D O

W N

U P

U P

D O

W N

G

G

F

F

E

E

D

D

C

C

B

B

7 7

6 6

5 5

4 4

3 3

2 2

1 1

A

A

ONLY

D O

W N

U P

D O

W N

U P

U P

D O

W N

G

G

F

F

E

E

D

D

C

C

B

B

7 7

6 6

5 5

4 4

3 3

2 2

1 1

A

A

D O

W N

U P

D O

W N

U P

U P

D O

W N

ONLY

G

G

F

F

E

E

D

D

C

C

B

B

7 7

6 6

5 5

4 4

3 3

2 2

1 1

A

A

D O

W N

U P

D O

W N

D O

W N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t

P a rk in g R e p a ir s /2

.1

A v

.r v t

/2

/2

:4

:5

P

M

GI003

PRELIMINARY PHASING PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD. ANN ARBOR, MI 48105

506-25-104

03/25/2026 DB CS

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLER

WEST

SCALE: 1/32" = 1'-0"GI003

1 WEST GARAGE - LEVEL A - PHASING PLAN

SCALE: 1/32" = 1'-0"GI003

2 WEST GARAGE - LEVEL B - PHASING PLAN

SCALE: 1/32" = 1'-0"GI003

3 WEST GARAGE - LEVEL C - PHASING PLAN

SCALE: 1/32" = 1'-0"GI003

4 WEST GARAGE - LEVEL D - PHASING PLAN

SCALE: 1/32" = 1'-0"GI003

5 WEST GARAGE - LEVEL E - PHASING

NPFA, NATIONAL FIRE PROTECTION ASSOCIATION FULL LISTING OF CURRENT CODES,

INCLUDING BUT NOT LIMITED TO:

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHER 2022 ED.

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022 ED.

NFPA 54, ANSI Z223.1 NATIONAL FUEL GAS CODE 2021 ED.

NFPA 70, NEC NATIONAL ELECTRICAL CODE 2023 ED.

NFPA 72 FIRE ALARM CODE 2022 ED.

NFPA 80 STANDARD FOR FIRE DOORS AND FIRE WINDOWS 2022 ED.

NFPA 90A STANDARD FOR INSTALLTION FOR THE INSTALLATION OF AIR-

CONDITIONING AND VENTILATING SYSTEMS 2021 ED.

NFPA 99 HEALTHCARE FACILITIES CODE 2024 ED.

NPFA 101 LIFE SAFETY CODE 2024 ED.

NFPA 220 STANDARD ON TYPES OF BUILDING CONSTRUCTION 2024 ED.

NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND

DEMOLITION OPERATIONS 2022 ED.

ICC CODES, INTERNATIONAL CODE COUNCIL FULL LISTING OF CURRENT

CODES, INCLUDING BUT NOT LIMITED TO:

INTERNATIONAL BUILDING CODE 2024 ED.

INTERNATIONAL PLUMBING CODE 2024 ED.

INTERNATIONAL MECHANICAL CODE 2024 ED.

INTERNATIONAL FUEL GAS CODE 2024 ED.

INTERNATIONAL ENERGY AND CONSERVATION CODE 2024 ED.

ASHRAE STANDARDS, AS REFERENCED WITHIN OTHER CODES INCLUDING,

BUT NOT LIMITED TO:

STANDARD 170-2024, VENTILATION OF HEALTHCARE FACILITIES

STANDARD 188-2018, LEGIONELLOSIS: RISK MANAGEMENT FOR BUILDING WATER

SYSTEMS

ACCESSIBILITY CODES

VA BARRIER FREE DESIGN GUIDE PG-18-13, ABAAS

FGI, THE FACILITY GUIDELINES INSTITUTE

GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS 2022 ED.

GUIDELINES FOR DESIGN AND CONSTRUCTION OF OUTPATIENT

FACILITIES 2022 ED.

BEHAVIORAL HEALTH DESIGN GUIDE 2019 ED.

SYSTEMS RELATING TO MAINTENANCE OF FACILITIES

OSHA, OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION STANDARDS.

CODES AND GUIDELINES REFERENCED WITHIN NFPA AND ICC CODES ARE TO

ALSO BE FOLLOWED AND APPLIED TO ALL DESIGN AND CONSTRUCTION.

REFER TO VA MANUAL PG-18-3, SPECIFICATIONS FOR ADDITIONAL CODES,

STANDARDS, GUIDELINES AND REGULATIONS. CONTRACTOR IS RESPONSIBLE

FOR CONSTRUCTING WORK COMPLIANT WITH OSHA, OCCUPATIONAL, SAFETY

AND HEALTH ADMINISTRATION STANDARDS.

ARCHITECTURAL AUG-14

ASBESTOS ABATEMENT JULY-11

AUTOMATED TRANSPORT SYSTEMS NOV-20

COMMISSIONING AND RETRO COMMISSIONING NOV-13

ELECTRICAL DEC-19

ESTIMATING CES MAR-11

FIRE PROTECTION NOV-23

HVAC MAR-24

INTERIOR DESIGN NOV-20

LIGHTING DESIGN JAN-22

PHYSICAL SECURITY MAY-24

PLUMBING FEB-24

SIGNAGE MAR-23

SITE PARKING, SITE DEVELOPMENT, SITE APPENDIX NOV-16

STEAM, HEATING, HOT WATER, AND OUTSIDE DISTRIBUTION SYSTEMS MAY-24

STRUCTURAL JUL-24

SUSTAINABILITY

TELECOMMUNICATIONS

GOVERNING CODES

VA DESIGN MANUAL PG-18-10:

2215 FULLER RD. ANN ARBOR, MI 48105

NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES, WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN. DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED IN VA DESIGN MANUALS. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT). SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA-ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION (AHJ) FOR VA TO ENSURE CONSISTENCY SYSTEM WIDE. IN

ADDITION TO NFPA 101, NFPA 88A STANDARD FOR PARKING STRUCTURES IS REFERENCED.

BUILDING INFORMATION

BUILDING USE AND OCCUPANCY CLASSIFICATION: S-2 LOW HAZARD STORAGE FACILITIES PER NFPA 101 42.8.15

CONSTRUCTION TYPE: TYPE I-B

SPRINKLER SYSTEM: NON-SPRINKLERED

OCCUPANCY SEPARATION: NONE

SMOKE COMPARTMENT: NONE

ACTUAL ALLOWABLE

BUILDING HEIGHT ABOVE GRADE: 55' - 0" 160' - 0" (IBC 504.3)

BUILDING STORIES: 6 STORIES 11 STORIES (IBC 504.4)

BUILDING AREA: 57,633 SF 79,000 SF (IBC 506.2)

CONSTRUCTION RATING OF BUILDING ELEMENTS

THE GARAGE WAS DESIGNED AS STORAGE OCCUPANCY. INCIDENTAL USES ARE NOT USED, NO FIRE RATED SEPARATION IS REQUIRED BETWEEN FUNCTION FOR SPACES. INTERIOR BUILDING ELEMENTS THAT REQUIRE FIRE RESISTANCE RATINGS ARE LISTED BELOW:

BUILDING ELEMENT FIRE RESISTANCE RATING CODE REFERENCE

NON-ENCLOSED EXIT STAIRS 0 NFPA 88A 4.1.5

ENCLOSED EXIT STAIRS 1,2 NFPA 101 7.1.3.2.1

RAMPS 0 NFPA 101 42.8.3.1.2

SHAFTS WHICH CONNECT TWO (2) OR MORE STORIES

IN OPEN PARKING GARAGES 0 NFPA 101 42.8.3.1.2

NFPA 88A 5.4.8

ELEVATOR MACHINE ROOMS 2 NFPA 101 7.14.7.1

EMERGENCY GENERATOR 2 NFPA 70

WHERE NONRATED WALLS OR UNPROTECTED OPENINGS ENCLOSE THE EXTERIOR OF THE STAIRWAY AND THE WALLS OR OPENINGS ARE EXPOSED BY OTHER PARTS OF THE BUILDING AT AN ANGLE OF LESS THAN 180 DEGREES, THE BUILDING EXTERIOR WALLS WITHIN 3.048 M (10 FT) HORIZONTALLY OF A NONRATED WALL OR UNPROTECTED OPENING MUST HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 1-HOUR. OPENINGS WITHIN SUCH EXTERIOR WALLS MUST BE PROTECTED BY OPENING PROTECTIVE'S HAVING A FIRE PROTECTION RATING OF NOT LESS THAN ¾-HOUR. THIS CONSTRUCTION MUST EXTEND VERTICALLY FROM THE GROUND TO A POINT 3.048 M (10 FT) ABOVE THE TOP MOST LANDING OF THE STAIRWAY OR TO THE ROOF LINE, WHICHEVER IS LOWER.

THE ELECTRICAL, SECURITY AND IT ROOMS DO NOT HAVE A TOTAL AREA EXCEEDING 3,000 SF THEREFORE SHALL BE SEPARATED BY PARTITIONS BUILT TO

RESIST THE PASSAGE OF SMOKE. NFPA 88A 5.2.4.

FIRE BARRIERS WILL EXTEND FROM THE TOP OF THE FLOOR BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK ABOVE. THE OPENINGS AND PENETRATIONS IN REQUIRED EXIT ENCLOSURES WILL BE PROTECTED WITH SELF-CLOSING OR AUTOMATIC-CLOSING OPENING PROTECTIVE'S. OPENINGS IN FIRE RESISTANCE RATED WALLS WILL BE PROTECTED IN ACCORDANCE WITH THE FOLLOWING:

COMPONENT WALLS AND PARTITIONS FIRE DOOR ASSEMBLIES

(HR) NFPA 101 8.3.4.2 (HR/MIN) NFPA 101 8.3.4.2

ELEVATOR HOISTWAYS 0 (OPEN) 0 MIN

2 (NON-OPEN) 90 MIN

ELEVATOR MACHINE ROOMS 2 90 MIN

VERTICAL SHAFTS 0 (OPEN) 0

EXTINGUISHER REQUIREMENTS

PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT AS REQUIRED BY IFC SECTION 906.1 AND SPACED IN ACCORDANCE WITH NFPA 10, CODE ANALYSIS - NFPA 101, PARKING STRUCTURERS CHAPTER 42

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t

P a rk in g R e p a ir s /2

.1

A v

.r v t

/2

/2

:4

:5

P

M

GI101

LIFE SAFETY CODE DATA

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD. ANN ARBOR, MI 48105

506-25-104

03/25/2026 DB CS

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLER

SITE KEYNOTES

1. EXISTING SUMP PUMP WORK TO OCCUR IN THIS AREA. WORK TO INCLUDE

CUTTING AND CAPPING THE EXISTING DRAIN LINE AND GRADING / SOIL

REMEDIATION WHERE MINOR EROSION HAS OCCURRED. RE: PLUMBING

DRAWINGS FOR MORE INFORMATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t

P a rk in g R e p a ir s /2

.1

A v

.r v t

/2

/2

:4

:5

P

M

CG101

EAST GARAGE ARCHITECTURAL

SITE PLANGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD. ANN ARBOR, MI 48105

506-25-104

EAST 29

03/25/2026 AK CS

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLER

EAST 29

SCALE: 1" = 40'-0"CG101

1 EXTERIOR SITE REPAIRS

N

40 40 80 120 160 200 240

1" = 40'-0"

FEETSCALE

MISCELLANEOUS SYMBOLS

NORTH ARROW

SECTION NUMBER

SHEET NUMBER

S101

S101

CALLOUT NUMBER

SHEET NUMBER

F ## COLUMN FOOTING NOTATION

WF ## WALL FOOTING NOTATION

ROOF DRAIN

XS

T/SLAB ELEV.

X" THICK SLAB ON GRADE ON

15-MIL VAPOR BARRIER ON

6" COMPACTED AGGREGATE

5" THICK: USE MICROFIBER REINFORCEMENT

6" THICK: USE #4 @ 12" OC TOP W/

MICROFIBER REINFORCEMENT

12" THICK: USE MACROFIBER REINFORCEMENT

REF. TYP. HEAVY EQUIPMENT SLAB

SUPPORT DETAIL ON SHEET S50.02

18" THICK: USE #6 @ 9" OC TOP & BOTTOM

INDICATES SPAN DIRECTION OF:

4 ½" N.W. CONC. SLAB W/ 6x6 - W2.1 x W2.1

WWF ON 2", 20 GA. GALV. COMPOSITE STEEL

FLOOR DECK

TOTAL SLAB THICKNESS = 6 ½"

INDICATES SPAN DIRECTION OF:

1 1/2", 20 GA. GALVANIZED, WIDE-RIB STEEL

ROOF DECK

GRIDLINES

EARTH

A

ELEVATION REFERENCE

LIMIT OF EXTENT

CONTINUOUS EXTENT

GRAVEL

Name

Elevation

SNOW DRIFT LOAD

PEAK SNOW DRIFT LOAD

MINIMUM BALANCED UNIFORM SNOW

LOAD PER FLOOR LOAD SCHEDULE

INDICATES SPAN DIRECTION OF

4" N.W. CONC. SLAB W/ 6x6 - W2.1 x W2.1 WWF

ON 2", 20 GA. GALV. COMPOSITE STEEL

FLOOR DECK

TOTAL SLAB THICKNESS = 6"

EXISTING TO REMAIN

N

XX.X K ELEVATOR REACTIONS

PER FLOOR LOAD MAPS

PIPE PENETRATION THROUGH

FOUNDATION. COORDINATE EXACT

LOCATION & INVERT ELEVATION W/

APPROPRIATE TRADE. PROVIDE SLEEVE.

A

B

C

FD

OVERFLOW DRAIN

RD

FLOOR DRAIN

OD

SCHEDULE OF SPECIAL INSPECTIONS

MATERIAL / ACTIVITY SERVICE Y/N FREQUENCY

CONCRETE CONSTRUCTION

Y CONTINUOUSVERIFICATION OF REQUIRED CONCRETE MIX DESIGN REVIEW SUBMITTALS

Y

PERIODIC

FRESH CONCRETE SAMPLING FIELD TESTING

ONE TEST / 75 CYD. MINIMUM ONE TEST/DAY

TWO TEST FOR BEAM/ COLUMN REPAIRS

CONCRETE PLACEMENT

Y CONTINUOUSCONCRETE CURING OPERATIONS

YFIELD REVIEW

Y CONTINUOUSEVALUATION OF CONCRETE STRENGTH

FIELD TESTING AND REVIEW OF

LABORATORY REPORTS

REINFORCING AND PRESTRESSING STEEL

YREVIEW CERTIFIED MILL TEST REPORTS FIELD REVIEW CONTINUOUS

1. THE CONTRACTOR SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR(S) TO PROVIDE INSPECTIONS DURING CONSTRUCTION LISTED IN THIS SECTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE IN THE INSPECTIONS BEING PERFORMED TO THE SATISFACTION AND APPROVAL OF THE CONTRACTING OFFICER. THE SPECIAL INSPECTOR SHALL HAVE EXPERIENCE WITH AT LEAST FIVE OTHER PROJECTS SIMILAR IN NATURE. SEE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO

SPECIAL INSPECTORS

2. THE PURPOSE OF THE INSPECTIONS SHALL BE TO ENFORCE COMPLIANCE WITH THE CONSTRUCTION DRAWINGS, SPECIFICATIONS, AND STATE AND LOCAL BUILDING CODES IN EFFECT.

3. SPECIAL INSPECTORS SHALL KEEP RECORD OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE COR AND TO THE ENGINEER OF RECORD.

REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS PERFORMED IN CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE COR. THE COR SHALL THEN COMMUNICATE DISCREPANCIES TO THE CONTRACTOR. ANY CORRECTIONS THAT WERE NOT COMPLETED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE COR AND THE ENGINEER OF RECORD. IF DISCREPANCIES ARE NOT CORRECTED BY THE CONTRACTOR, SPECIAL INSPECTOR SHALL ISSUE A NOTIFICATION OF NON-COMPLIANCE (NNC) TO THE ENGINEER OR RECORD.

4. THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR / MANUFACTER SUBMITTED QAQC PLAN AND PROCEDURES ARE FOLLOWED BY THE FABRICATOR / MANUFACTURER IF FABRICATOR IS ENROLLED IN A NATIONALLY ACCEPTED INSPECTIONS PROGRAM (SATISFACTORY TO THE CONTRACTING OFFICER), THIS IS NOT REQUIRED. ANY CORRECTIONS THAT WERE NOT COMPLETED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

5. THE SPECIAL INSPECTOR SHALL INSPECT THE CONCRETE FRAME INCLUDING BEARING WALLS, SHEAR WALLS, CONNECTION OF STRUCTURAL SLABS TO SHEAR WALLS, ELEVATED SLABS, BEAMS, COLUMNS, MAT FOUNDATIONS AND PIER CAPS.

NOTES:

FIELD REVIEW

MISCELLANEOUS

Y

SURFACE PREPARATION FOR DECK SEALANTS / MEMBRANES

FIELD REVIEW BY MANUFACTURERS

REPRESENTATIVE

PRIOR TO PRODUCT INSTALLATION

SURFACE WATER FLOW TEST FIELD REVIEW Y ONCE NEW TOPPING SLAB IS INSTALLED

AND CURED, SPRAY CONCRETE SURFACE

WITH WATER TO ENSURE SLOPES ARE

SUFFICIENT TO SHED WATER TO FIELD

DRAINS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t P a rk in g R e p a ir s /2

.1

S

V

V

A A n n

A rb o r

G a ra g e

G u id o n S tr u c t.

rv t

/2

/2

:5

:5

P

M

SI001

ABBREVIATIONS, SCHEDULES, &

SYMBOLSGUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD, ANN ARBOR MI 48105

506-25-104

03/25/2026 AJK DSE

100% BID DOCUMENTS

NON-SPRINKLERED

STRUCTURAL ABBREVIATIONS

A/E ARCHITECT/ENGINEER

ACI AMERICAN CONCRETE INSTITUTE

ACP AUGER CAST PILE

ADDL ADDITIONAL

ADJ ADJACENT

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

BAL BALANCE

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOTT BOTTOM

BRG BEARING

BRKT BRACKET

BTWN BETWEEN

C STANDARD CHANNEL

CANT CANTILEVER

CC CENTER TO CENTER

CF COLD FORMED

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEARANCE, CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

CTRD CENTERED

CU FT CUBIC FEET

CU IN CUBIC INCH

CYD CUBIC YARD

CW CONCRETE WALL

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DN DOWN

DO DITTO

DP DRILLED PIER OR DEEP

DWG DRAWING

DWL DOWELS

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRICAL

ENCL ENCLOSURE

ENGR ENGINEER

EOD EDGE OF DECK

EOJ EDGE OF JOIST

EOS EDGE OF SLAB

EQ EQUAL

EQPT EQUIPMENT

ES EACH SIDE

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FROM ADJACENT BEAM

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH

FLG FLANGE

FLR FLOOR

FS FOOTING STEP

FT FEET

FTG FOOTING

FTGD FOOTING DRAIN

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GRND GROUND

GT GIRDER TRUSS

HAS, HS HEADED ANCHOR STUD

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J/BRG JOIST BEARING

JST JOIST

STRUCTURAL ABBREVIATIONS

JT JOINT

KB KNEE BRACE

KIP, K 1,000 POUNDS

KO KNOCK-OUT

KSI KIPS PER SQUARE INCH

L ANGLE OR LENGTH

LAB LABRATORY

LB POUND

LF LINEAL FOOT

LIN LINEAL, LINEAR

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONGIT LONGITUDINAL

LP LOW POINT

LSLT LONG SLOTTED HOLE

LTWT LIGHT WEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL/ ELECTRICAL/ PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MULT MULTIPLE

N/A NOT APPLICABLE

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

ORIG ORIGINAL

OVS OVERSIZED HOLE

P PIER

PC PIER CAP OR PRECAST

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PREL PRELIMINARY

PREP PREPARATION, PREPARE

PROJ PROJECTION

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST-TENSIONED

PW PRECAST WALL (REF. ARCH DWGS.)

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCEMENT, REINFORCE

REQD REQUIRED

RO ROUGH OPENING

SCH SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SL-DN SLOPE DOWN

SL-UP SLOPE UP

SOG SLAB-ON-GRADE

SP SHEET PILING

SPA SPACES, SPACE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

SSLT SHORT SLOTTED HOLE

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

T/ TOP OF

T/GB TOP OF GRADE BEAM

TBS MECHANICAL TENSION BUTT SPLICE

TEMP TEMPERATURE

TF TRENCH FOOTING

THRU THROUGH

TRANS TRANSVERSE

TYP TYPICAL

UL UNDERWRITERS' LABORATORY INC.

UNO UNLESS NOTED OTHERWISE

UT ULTRA-SONIC TEST

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WD WOOD

WF WALL FOOTING

WP WORK POINT

WWF WELDED WIRE FABRIC

STRUCTURAL SHEET LIST

SHEET NUMBER SHEET NAME

SI001 ABBREVIATIONS, SCHEDULES, & SYMBOLS

SI002 STRUCTURAL GENERAL NOTES

SF101 EAST LEVEL AA FRAMING PLAN

SF102 EAST LEVEL A FRAMING PLAN

SF103 EAST LEVEL B FRAMING PLAN

SF104 EAST LEVEL C FRAMING PLAN

SF105 EAST LEVEL D FRAMING PLAN

SF201 WEST LEVEL A FRAMING PLAN

SF202 WEST LEVEL B FRAMING PLAN

SF203 WEST LEVEL C FRAMING PLAN

SF204 WEST LEVEL D FRAMING PLAN

SF501 REPAIR DETAILS

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

A u to d e s k D o c s /2

.1

V A

A n n A rb o r

E m e rg e n t P a rk in g R e p a ir s /2

.1

S

V

V

A A n n

A rb o r

G a ra g e

G u id o n S tr u c t.

rv t

/2

/2

:5

:5

P

M

SI002

STRUCTURAL GENERAL NOTES

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

EMERGENT PARKING

STRUCTURE REPAIRS

2215 FULLER RD, ANN ARBOR MI 48105

506-25-104

03/25/2026 AJK DSE

100% BID DOCUMENTS

NON-SPRINKLERED

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION ALL OTHER DISCIPLINE DRAWINGS AS APPLICABLE TO THE PROJECT

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT

THE REVIEW OF THE STRUCTURAL ENGINEER AND APPROVAL OF THE COR.

CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE STRUCTURE BEFORE

FABRICATION BEGINS.

CONTRACTOR SHALL PRINT ALL DISCIPLINE DRAWINGS IN COLOR

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS

SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. SHORING DRAWINGS AND CALCULATIONS AS NEEDED SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN

THE STATE THE PROJECT IS LOCATED IN

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL

SAMPLES, AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. WELDED WIRE FABRIC MESH

2. CONCRETE REINFORCEMENT

3. CONCRETE CURING COMPOUND

4. CONCRETE JOINT SEALANT

5. EXPANSION ANCHORS

6. ADHESIVE ANCHORS

7. NON-SHRINK GROUT

8. CONCRETE REPAIR MORTARS

SHORING/RE-SHORING

ANY SHORING AND/OR RE-SHORING DESIGN FOR EXISTING STRUCTURAL SYSTEMS AS NEEDED FOR ANY STRUCTURAL REPAIR WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY SHORING FOR SLABS, BEAMS, AND GIRDERS SHALL BE ADEQUATE TO CARRY THE TOTAL WEIGHT OF THE SLAB-BEAM-GIRDER SYSTEM AND ANY TEMPORARY CONSTRUCTION LOADS TO BE IMPOSED ON THE STRUCTURAL SYSTEM. SHORING SHALL NOT BE REMOVED UNTIL ANY REPAIRS OR WORK PERFORMED IS ADEQUATELY IN PLACE TO SUPPORT EXISTING LOADS. REMOVAL OF SHORING AND/OR RESHORING SHALL NOT CAUSE OVERSTRESSING OF ANY STRUCTURAL

ELEMENTS.

THE FOLLOWING DESIGN LOADS FOR THE EXISTING GARAGE ARE TAKEN FROM THE DRAWING SET TITLED "CLINICAL ADDTION AND RENOVATION" AND DATED 01/18/94. REFRENCE DRAWINGS FOR ADDTIONAL EXISTING ASSUMED LOADING FOR THE THE STRUCTURE.

LIVE LOAD: LEVEL D - 80 PSF INCLUDING SNOW (NO LL REDUCTION PERMITEED)

LEVELS B & C - 50 PSF

CONCENTRATED WHEEL LOAD OVER 20 SQ IN - 2,000 LBS

REINFORCING STEEL

REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000

PSI.

REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING STANDARDS:

ACI 301, ACI 315, ACI 318 AND ACI DETAILING MANUAL (SP66).

UNLESS A GREATER AMOUNT OF COVER IS INDICATED ON THE DRAWINGS, PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER

OVER REINFORCEMENT AS FOLLOWS:

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES

#6 BARS AND LARGER EXPOSED TO EARTH OR WEATHER: 2 INCHES

#5 BARS AND SMALLER EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES

BEAM AND COLUMN TIES, STIRRUPS AND SPIRALS: 1-1/2 INCHES

ELEVATED SLAB BARS NOT EXPOSED TO EARTH OR WEATHER: 3/4 INCH

REINFORCING STEEL SHALL NOT BE TACK WELDED, WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR

APPROVED BY THE STRUCTURAL ENGINEER.

WHERE LAP SPLICE LENGTHS ARE NOT SHOWN OR NOTED, PROVIDE A CLASS "B" LAP.

ALL 90 DEGREE AND 180 DEGREE BENDS SHOWN ON THE DRAWINGS SHALL BE STANDARD HOOKS, UNLESS NOTED OTHERWISE.

PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL BARS AT CORNERS OF ALL WALLS AND GRADE BEAMS. LAP

SPLICE CORNER BARS WITH STRAIGHT BARS.

UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2-#5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE BEAMS. PLACE BARS PARALLEL TO THE SIDES OF THE OPENING AND EXTEND 24" BEYOND CORNERS.

WELDABLE REINFORCING STEEL

REINFORCING STEEL WHICH IS TO BE WELDED SHALL CONFORM TO ASTM A706. WELDING OF REINFORCING STEEL, WHEN APPROVED BY THE STRUCTURAL ENGINEER, SHALL CONFORM TO THE LATEST EDITION OF AMERICAN WELDING SOCIETY STANDARD D1.4.

ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCING STEEL SHALL CONFORM TO ASTM A233, CLASS E90XX.

EPOXY-COATED REINFORCING STEEL

EPOXY COATED REINFORCING STEEL SHALL CONFORM TO ASTM A775 AND SHALL BE USED ONLY WHERE SHOWN OR NOTED ON THE

DRAWINGS.

WELDED WIRE FABRIC

WELDED WIRE FABRIC SHALL BE SMOOTH WIRE FABRIC CONFORMING TO ASTM A185. FABRIC SHALL BE SUPPLIED IN FLAT SHEETS AND

LAPPED A MINIMUM OF ONE SPACE PLUS 2 INCHES.

WELDED WIRE FABRIC SHALL BE PLACED CENTERED WITHIN THE TOPPING SLAB

CONCRETE TESTING

MAKE ONE SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM C31 FOR EACH DAY'S POUR AND FOR EACH 100 CUBIC YARDS. EACH SET SHALL INCLUDE ONE SPECIMEN TESTED AT 7 DAYS, 2 SPECIMENS TESTED AT 28 DAYS AND ONE SPECIMEN RETAINED IN RESERVE TO BE TESTED AT THE DIRECTION OF THE STRUCTURAL ENGINEER. SPARE CYLINDER MAY BE DISCARDED 90 DAYS AFTER CASTING

UNLESS

DIRECTED OTHERWISE BY THE STRUCTURAL ENGINEER. THIS SET OF TEST CYLINDERS SHALL BE PROTECTED AGAINST FREEZING.

WHEN THE AMBIENT TEMPERATURE IS EXPECTED TO FALL BELOW 40 DEGREES DURING THE COURSE OF A CONCRETE POUR OR SUBSEQUENT CURING PROCESS, AN ADDITIONAL SET OF CONCRETE TEST CYLINDERS SHALL BE MADE AND TESTED. THESE CYLINDERS SHALL BE STORED IMMEDIATELY ADJACENT TO, AND CURED UNDER THE SAME CONDITIONS AS THE BUILDING CONCRETE. SPECIAL

CURING BOXES ARE NOT PERMITTED FOR THESE TEST CYLINDERS.

FORWARD COPIES OF TEST RESULTS TO THE ARCHITECT, STRUCTURAL ENGINEER, READY-MIX SUPPLIER AND CONTRACTOR WITHIN 24

HOURS AFTER TESTING.

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER AND SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

EXPANSION ANCHORS SHALL NOT BE INSTALLED IN CONCRETE UNTIL IT HAS ATTAINED ITS SPECIFIED MINIMUM 28 DAY COMPRESSIVE

STRENGTH.

ADHESIVE ANCHORS

ADHESIVE ANCHORS SHALL BE HILTI "HIT HY200" FOR SOLID SUBSTRATE AND HILTI "HIT HY270" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE ON PLANS. ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS BY INSTALLERS TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

MINIMUM EMBEDMENT DEPTH SHALL BE 8 BOLT DIAMETERS UNLESS NOTED OTHERWISE.

NON-SHRINK GROUT

GROUT SHALL BE A NON-METALLIC, SHRINKAGE RESISTANT (WHEN TESTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM C827 OR CRD-C621), PREMIXED, NON-CORROSIVE, NON-STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILICA SANDS, SHRINKAGE COMPENSATING AGENTS AND FLUIDITY IMPROVING COMPOUNDS. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) OF

5,000 PSI IN 28 DAYS.

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR VAMC ANN ARBOR, MICHIGAN, ENTITLED CLINICAL ADDITION AND RENOVATION, AND DATED 1/18/1994 AND RECORD DRAWINGS

ENTITLED REPAIR PARKING STRUCTURES DATED 08/05/2025.

WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

WHERE NEW WORK IS TO BE FITTED TO OLD WORK, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND REPORT ANY ERRORS OR DISCREPANCIES TO THE COR TO THE FABRICATION AND ERECTION OF ANY NEW MEMBERS.

EXISTING MATERIALS TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, THAT BECOME DAMAGED, SHALL BE REPLACED

WITH NEW MATERIAL OF EQUAL QUALITY AND APPEARANCE, AT THE CONTRACTORS EXPENSE.

ALL WORK SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

PROTECTED FROM DUST, DIRT, AND DEBRIS ACCUMULATION AT ALL TIMES.

SPECIAL CONSIDERATION SHALL BE MADE TO LIMIT MATERIAL STORAGE ON THE STRUCTURE. ASSUMED LIVE LOAD ON THE EXISTING

DECK SURFACE IS 40 PSF

GENERAL NOTES

GENERAL

1. ALL REPAIRS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

A. INTERNATIONAL BUILDING CODE (IBC), 2024 EDITION, OR MOST CURRENT

B. ACI 318-22, OR MOST CURRENT

2. EXISTING BUILDING CLASSIFICATION

A. IBC USE AND OCCUPANCY CLASSIFICATION: LOW - HAZARD STORAGE, GROUP S-2 PARKING GARAGES, ENCLOSED.

B. TYPE OF CONSTRUCTION: TYPE 1B

3. THE DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS.

4. THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL

SPECIFICATIONS (IF ANY) FOR THE PROJECT.

5. NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE

WITHOUT THE APPROVAL OF THE COR.

6. CONTRACTOR TO COORDINATE ALL EQUIPMENT, ROOF DRAINS, CHASES, AND OTHER ITEMS CONNECTED TO THE

STRUCTURE BEFORE FABRICATION BEGINS.

CONSTRUCTION NOTES

1. GENERAL

A. WHERE DIMENSIONS ARE INDICATED FOR EXISTING COMPONENTS, THEY ARE APPROXIMATE AND FOR REFERENCE ONLY.

CONTRACTOR SHALL VERIFY IN FIELD (VIF) ALL DIMENSIONS/ELEVATIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS BETWEEN EXISTING DIMENSIONS/ELEVATIONS ON DRAWINGS AND EXISTING CONDITIONS SHALL BE REPORTED TO COR.

B. ALL OMISSIONS OR CONFLICTS AMONG VARIOUS ELEMENTS OF DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO

ENGINEER BEFORE PROCEEDING WITH ANY WORK.

C. VERIFY LOCATION OF SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS AND OTHER RELATED ITEMS AS THEY AFFECT REPAIR

AREAS.

D. NO STRUCTURAL MEMBERS SHALL BE CUT UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY COR AND ENGINEER.

E. FIELD VERIFY THE LOCATIONS OF EXISTING STRUCTURES, UTILITIES, ETC., AND NOTIFY ENGINEER OF INTERFERENCES NOT

NOTED ON DRAWINGS.

F. RESTRICTIONS MAY BE REQUIRED BY VA AS TO NOT IMPACT CERTAIN EFFORTS. LOCAL NOISE ORDINANCE MAY GOVERN

OPERATIONS.

G. DURING JOB SITE VISITS BY THE ENGINEER OF RECORD, ENGINEER SHALL IDENTIFY ANY NON-CONFORMANCE NOTED AND

INCLUDE SAME IN THE FIELD INSPECTION REPORT FOR THAT DAY/DATE.

H. FIRE SUPPRESSION SYSTEM MUST BE MAINTAINED IN THE STRUCTURE AT ALL TIMES EXCEPT IN WORK AREAS. IF FIRE

SUPPRESSION SYSTEM IS TO BE TAKEN OFFLINE IN THE WORK AREA, FIRE HOSES MUST BE INSTALLED WITHIN THE WORK AREA

PRIOR TO BEGINNING CONSTRUCTION.

I. TAKE EXTREME CAUTION NOT TO DAMAGE IN ANY WAY THE EXISTING ELECTRICAL SERVICE, TELECOMMUNICATION LINES, COMPUTER LINES, ETC. LOCATE AND MARK ALL SERVICE LINES. CONCRETE SLAB HAS EMBEDDED CONDUIT. TAKE PRECAUTIONS SO AS NOT TO INTERRUPT ELECTRICAL SERVICE WITHOUT NOTICE. IT IS THE CONTRACTORS RESPONSIBILITY TO RESTORE ANY

DAMAGE TO ORIGINAL CONDITION.

J. ALL TEMPORARY SIGNS TO BE 24" x 24" MINIMUM. CONSTRUCTED OF RIGID MATERIAL (1/2" PLYWOOD OR SIMILAR). TEXT TO BE 10" HIGH STENCILED BLACK HELVETICA LETTERS. NO HANDWRITTEN TEXT WILL BE PERMITTED. SIGN BACKGROUND TO BE ORANGE

WITH 1/2" BLACK BORDER.

K. DO NOT SCALE DRAWINGS.

L. REMOVE AND REINSTALL ANY ITEMS/COMPONENTS THAT INTERFERE WITH THE CONCRETE REPAIR WORK REQUIRED. IF ANY

DAMAGE OCCURS TO THESE MATERIALS, CONTRACTOR TO REPLACE AT NO ADDITIONAL COST WITH EQUAL OR BETTER

MATERIALS ACCEPTABLE TO THE COR.

M. CLEANING OF UTENSILS, EQUIPMENT, CHUTES, ETC. SHALL BE CONTAINED IN A BAG OR CONTAINER SO AS TO NOT CONTAMINATE

THE STORM DRAINS WITH CONCRETE. CONCRETE TRUCKS MUST BE CLEANED OFFSITE.

N. IF THE CONTRACTOR HAS POL (PETROLEUM, OILS, LUBRICANTS), IN QUANTITIES OF 55 GALLONS OR GREATER, THE CONTRACTOR MUST COMPLY WITH THE SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN. THIS WILL INCLUDE A MONTHLY

INSPECTION AND A SECONDARY CONTAINMENT WHILE IN STORAGE.

2. CONSTRUCTION PHASING

A. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION ACTIVITY AND SHALL COOPERATE FULLY

WITH OWNER FOR ALL CONSTRUCTION PHASING.

B. COORDINATE WITH THE COR MOVING MATERIALS IN STORAGE OR OTHER OCCUPIED ROOMS AS REQUIRED TO PERFORM

REPAIRS.

C. IT WILL BE NECESSARY TO SCHEDULE CONTRACTOR DELIVERIES AND WASTE HAULING TO MINIMIZE INTERFERENCE WITH EXISTING BUILDING OPERATIONS. CONTRACTOR SHALL COORDINATE DELIVERIES AND WASTE REMOVAL WITH OWNER.

D. PARKING WILL NOT BE ALLOWED IN AREAS WITH SHORING.

E. A PRE-EXISTING CONDITIONS WALK-THROUGH MUST BE DONE IN THE PRESENCE OF THE COR IMMEDIATELY PRIOR TO BEGINNING

WORK.

F. SEE SPEC SECTION 01 00 00 1.6-G FOR DETAILS REGARDING HOSPITAL BUSINESS HOURS AND THE AMOUNT OF PARKING SPACES

ALLOWED TO BE SHUT DOWN AT A TIME.

G. IF MORE THAN THIRTY (30) PARKING SPACES ARE REQUIRED TO BE TAKEN OUT OF SERVICE AT ANY ONE TIME, THE CONTRACTOR

SHALL COORDINATE WITH THE OWNER AND THE DEPARTMENT OF VETERANS AFFAIRS (VA) TO SCHEDULE SUCH WORK DURING NIGHTTIME HOURS AND/OR WEEKENDS, AS DIRECTED. WORK IMPACTING MORE THAN THIRTY (30) SPACES SHALL NOT PROCEED

WITHOUT PRIOR WRITTEN APPROVAL. SEE ARCH FOR ADDITIONAL INFORMATION ON PHASING.

H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ARRANGEMENTS NECESSARY TO PERFORM WORK DURING SEASONAL CONDITIONS. NO SCHEDULE DELAYS WILL BE GRANTED DUE TO LACK OF PLANNING FOR WORK DURING COLD OR HOT WEATHER

CONDITIONS. SEE DIVISION 1 SPECIFICATIONS FOR FURTHER REQUIREMENTS.

3. FORMWORK AND SHORING

A. DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR SAFETY OF BUILDING OR EQUIPMENT DURING CONSTRUCTION.

CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO CONSTRUCTION, ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM WORK INDICATED.

B. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE STRUCTURAL SHORING ADJACENT TO REPAIR AREAS.

C. CONTRACTOR TO PROVIDE PROFESSIONAL ENGINEERED SEALED CALCULATIONS (PER STATE OF MICHIGAN REQUIREMENTS).

D. SHORING AND FORMWORK FOR OVERHEAD REPAIRS SHALL BE MAINTAINED UNTIL CONCRETE REPAIR AREAS HAVE ACHIEVED A

MINIMUM STRENGTH OF 4,000 PSI.

4. CONCRETE DELAMINATION REPAIR

A. MARK PERIMETER OF ALL VISIBLE CONCRETE DELAMINATION AS INDICATED ON THE DRAWINGS.

B. SAWCUT AND CHIP AT PERIMETER OF DELAMINATED AREAS AS INDICATED IN DETAILS

C. REMOVE EXISTING CONCRETE BEYOND DELAMINATION TO SOUND CONCRETE, EXPOSING EXISTING REINFORCEMENT STEEL

PERIMETER AS INDICATED IN DETAILS

D. PROVIDE UNIFORM HORIZONTAL SURFACE BETWEEN ADJACENT BARS OR WIRES WHEN PARTIAL DEPTH CAVITY ENCOMPASSES

MORE THAN ONE BAR OR WIRE.

E. MECHANICALLY CLEAN ALL EXPOSED REINFORCEMENT STEEL AND OTHER EMBEDDED STEEL AND APPLY EPOXY MODIFIED

COATING TO STEEL AND OTHER METALS.

F. PROVIDE SPRAY OR BRUSH APPLIED BONDING AGENT TO EXCAVATED CAVITY SURFACE.

G. PROVIDE PATCH MATERIAL AS INDICATED IN REPAIR MATERIAL TABLE THIS SHEET.

H. FINISH OF UNFORMED CONCRETE PATCH SURFACES TO MATCH ADJACENT AREAS.

I. WHERE APPLICABLE, CHAMFER CORNERS TO MATCH ADJACENT AREAS.

J. CONCRETE PATCHES IN PAINTED SURFACES SHALL BE PAINTED TO MATCH ADJACENT AREAS. COST OF PAINTING TO BE

INCLUDED IN REPAIR COST.

K. NOMINAL SIZES OF MEMBERS ARE INDICATED ON DETAILS, ACTUAL SIZES MAY VARY.

L. NOMINAL PATCH DEPTHS ARE INDICATED ON DETAILS, ACTUAL DEPTH MAY VARY.

M. IF ANY OTHER PRE-EXISTING ITEMS ARE DAMAGED, THEY SHALL BE REPAIRED TO AN EQUAL OR BETTER CONDITION AS

ACCEPTABLE TO THE COR.

5. SPRAY WASH

A. SPRAY WASH THE FLOOR SURFACE TO REMOVE DUST, GRIME, DEBRIS, OIL, AND OTHER STAINS PRIOR TO PAINTING.

6. PAINTING TRAFFIC MARKINGS

A. PREPARATION OF SUBSTRATE SURFACES FOR PAINTING, BOTH EXISTING AND NEW SURFACES, ARE TO MEET THE

REQUIREMENTS OF THE SPECIFICATION AND THE MATERIAL MANUFACTURER.

B. SEE SPECIFICATIONS FOR SUBSTRATE REQUIREMENTS.

C. CONTRACTOR SHALL TAKE NECESSARY CARE TO PREVENT OVERSPRAY AND SPILLAGE.

CAST-IN-PLACE CONCRETE

1. ALL DESIGN AND REPAIRS SHALL BE IN ACCORDANCE WITH ACI 318-19, AND ACI GUIDE 362.1R-12. REFER TO SPECIFICATION

SECTION (03 30 00), CAST-IN-PLACE CONCRETE, FOR INFORMATION NOT LISTED HEREIN.

2. CONCRETE-ACI 362.1R TABLE 3.2 (ZONE 2)

A. READY MIXED/SITE BATCHED CONCRETE REPAIR MATERIAL

NOTES:

1. AVERAGE AIR-ENTRAINED VALUES ARE FOR IN-PLACE CONCRETE. TOLERANCE ON TOTAL AIR CONTENT IS 2% PER ACI.

ALL NORMAL WEIGHT CONCRETE TO HAVE A DENSITY OF APPROXIMATELY 145 PCF UNLESS NOTED.

2. SPA: DESIGNATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION SECTION 033000 WHICH CONTAINS

GGBS BY WEIGHT OF CEMENT AND/OR FLY ASH BY WEIGHT OF CEMENT

3. CEMENT

A. ASTM C 150 TYPE I OR II

4. AGGREGATES

A. ASTM C 33

5. MILD REINFORCEMENT (ZONE 3/CC-2)

A. MILD REINFORCEMENT, ASTM A 615 GRADE 60

B. WELDED PLAIN WIRE FABRIC SHEETS, ASTM A 185, GRADE 65

C. CONCRETE PROTECTION SHALL BE PER ACI 362.1R, EXCEPT AS NOTED ON DRAWINGS AND SPECIFIED HEREIN.

6. GROUT / BONDING AGENT

A. PREMIXED, PACKAGED, NON-SHRINK, CHLORIDE-FREE, NON- STAINING, F'C = 6000 PSI MINIMUM, ASTM C 1107.

DESCRIPTION F'C PSI, MIX MAX W/C RATIO AVERAGE ENTRAINED AIR

VERTICAL REPAIRS 5000 SPA 0.45 6.5%

BEAM PATCH 5000 SPA 0.45 6.5%

SLAB PATCH 4500 SPA 0.50 6.5%

REPAIR MATERIAL TABLE

GENERAL CAST-IN-PLACE CONCRETE

1. REINFORCEMENT

A. MINIMUM LENGTH OF LAP SPLICES SHALL BE BASED ON ACI 318. CHAPTER 12 CLASS B OR A MINIMUM 36 X BAR

DIAMETER FOR UNCOATED BARS AND 54 X BAR DIAMETER FOR COATED BARS UNLESS NOTED OTHERWISE ON

DRAWINGS.

B. EXISTING REINFORCING STEEL SHALL NOT BE BENT OR STRAIGHTENED UNLESS APPROVED BY ENGINEER OR AS

INDICATED ON DRAWINGS.

C. FIELD CUTTING OF EXISTING REINFORCEMENT NOT CALLED OUT ON THE DRAWINGS IS PROHIBITED UNLESS

REVIEWED BY ENGINEER AND APPROVED BY COR.

D. WELDING OF REINFORCEMENT IS PROHIBITED UNLESS SPECIFICALLY CALLED FOR ON DRAWINGS OR REVIEWED

BY ENGINEER AND APPROVED BY COR.

2. ACCESSORIES

A. INSTALL INSERTS AND ANCHORS IN CONCRETE FOR SUSPENDING MECHANICAL AND ARCHITECTURAL ITEMS

WHERE FEASIBLE. IF ADDITIONAL FASTENERS ARE NEEDED IN CONVENTIONALLY REINFORCED CONCRETE, USE

DRILLED-IN TYPE ANCHORS LOCATED TO AVOID CONFLICT WITH REINFORCEMENT.

B. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE

CONCRETE SHALL BE EMBEDDED IN CONCRETE.

3. JOINTS

A. PROVIDE A 3/4 INCH CHAMFER ON EXPOSED CORNERS OF CONCRETE UNLESS OTHERWISE INDICATED ON

DRAWINGS.

B. TOOL SLAB JOINTS AT TIME OF FINISHING. WET SAW CUTTING IS NOT ALLOWED UNLESS REVIWED BY ENGINEER

AND APPROVED BY COR AND PROVIDED WATER IS PROMPTLY VACUUMED/COLLECTED BELOW.

C. CONSTRUCTION JOINTS FOR REPAIR WORK ON SUPPORTED SLABS SHALL MATCH EXISTING JOINT LOCATIONS OR

AS REVIEWED BY THE ENGINEER AND APPROVED BY COR.

4. USE OF CHLORIDES SUCH AS DEICING SALTS ARE PROHIBITED FOR USE OF MELTING ICE PRIOR TO PLACEMENT OF

CONCRETE.

THERMAL AND MOISTURE PROTECTION

1. JOINT SEALANTS

A. ALL JOINTS BETWEEN DISSIMILAR STRUCTURAL MEMBERS SHALL BE PROPERLY PREPARED AND FILLED WITH

JOINT SEALANT UNLESS NOTED OTHERWISE. ALL JOINT EDGES, INCLUDING TOP AND BOTTOM SURFACES AND VERTICAL AND HORIZONTAL SURFACES, SHALL BE FORMED OR TOOLED AS REQUIRED. JOINT SEALANT SHALL BE APPLIED ONLY TO TOP, VERTICAL, AND HORIZONTAL SURFACES UNLESS NOTED OTHERWISE ON DRAWINGS.

B. JOINTS TO BE PREPARED AND FILLED WITH JOINT SEALANT SHALL INCLUDE, BUT ARE NOT LIMITED TO, EXISTING CONSTRUCTION JOINTS, NEW FULL DEPTH PATCH PERIMETERS, AND NEW CONSTRUCTION JOINTS. SPECIFIC LOCATIONS MAY BE INDICATED ON DRAWINGS OR MAY OCCUR DUE TO CONSTRUCTION SEQUENCE SELECTED BY

CONTRACTOR.

SPECIALTY STRUCTURAL ENGINEERING (SSE)

A SPECIALTY STRUCTURAL ENGINEER IS DEFINED AS A PROFESSIONAL ENGINEER LICENSED IN THE STATE THAT THE PROJECT IS LOCATED, NOT THE STRUCTURAL ENGINEER OF RECORD, WHO PERFORMS STRUCTURAL ENGINEERING FUNCTIONS NECESSARY FOR THE STRUCTURE TO BE COMPLETED AND WHO HAS SHOWN EXPERIENCE AND/OR TRAINING IN THE SPECIFIC SPECIALITY.

IT IS THE SPECIALTY STRUCTURAL ENGINEER'S RESPONSIBILITY TO REVIEW THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS TO

DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING.

IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO PROVIDE SUFFICIENT INFORMATION FOR THE SPECIALTY STRUCTURAL ENGINEER (SSE) TO PERFORM THEIR DESIGN AND ANALYSIS. IF THE SSE DETERMINES THERE ARE DETAILS, FEATURES, OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE ENGINEERING REQUIREMENTS AS DESCRIBED IN THE PROJECT DOCUMENTS, THE SSE SHALL IN A TIMELY MANNER, CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR RESOLUTION OF

CONFLICTS.

THE SPECIALTY STRUCTURAL ENGINEER (SSE) SHALL FORWARD DOCUMENTS TO THE STRUCTURAL ENGINEER OF RECORD FOR

REVIEW. SUCH DOCUMENTS SHALL BEAR THE STAMP OF THE SSE AND INCLUDE:

1. DRAWINGS INTRODUCING ENGINEERING INPUT, SUCH AS DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY

OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL…