506-19-103 BD Drawings .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:

BID DOCUMENTS SUBMITTAL

95% DESIGN SUBMITTAL

65% DESIGN SUBMITTAL

03/13/2020

08/16/2019

03/06/2019

C U s e rs

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P

M

GI000

COVER SHEET

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

317-800-6388

REPAIR PARKING STRUCTURES

ANN ARBOR MICHIGAN

506-19-103

N/A

03/13/2020 JG KN

BID DOCUMENTS

VAMC

ANN ARBOR MICHIGAN

BID DOCUMENTS

REPAIR PARKING STRUCTURES

506-19-103

SHEET LIST

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 LIFE SAFETY

GI102 INFECTION CONTROL PLAN AND SAFETY NOTES

GI103 CONTRACTOR PARKING, TRAILER, AND STAGING AREA

STRUCTURE

SI100 GENERAL NOTES

SR101 EAST GARAGE REPAIR PLAN LEVEL AA

SR102 EAST GARAGE REPAIR PLAN LEVEL A

SR103 EAST GARAGE REPAIR PLAN LEVEL B

SR104 EAST GARAGE REPAIR PLAN LEVEL C

SR105 EAST GARAGE REPAIR PLAN LEVEL D

SR106 WEST GARAGE REPAIR PLAN LEVEL A

SR107 WEST GARAGE REPAIR PLAN LEVEL B

SR108 WEST GARAGE REPAIR PLAN LEVEL C

SR109 WEST GARAGE REPAIR PLAN LEVEL D

SR110 WEST GARAGE REPAIR PLAN LEVEL E

SR111 FALL DETERENT PLANS

SR201 FALL DETERENT ELEVATIONS

SR501 REPAIR DETAILS

SR502 FALL DETERENT DETAILS

ARCHITECTURE

AS001 KEYNOTE ITEM SCHEDULE

AS003 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AS101 EAST GARAGE - LEVEL AA

AS102 EAST GARAGE - LEVEL A

AS103 EAST GARAGE - LEVEL B

AS104 EAST GARAGE - LEVEL C

AS105 EAST GARAGE - LEVEL D

AS106 EAST GARAGE - ROOF LEVEL

AS107 WEST GARAGE - LEVEL A

AS108 WEST GARAGE - LEVEL B

AS109 WEST GARAGE - LEVEL C

AS110 WEST GARAGE - LEVEL D

AS111 WEST GARAGE - LEVEL E

AS112 WEST GARAGE - ROOF LEVEL

AS113 EAST GARAGE REFLECTED CEILING PLANS

AS114 EAST GARAGE REFLECTED CEILING PLANS

AS115 WEST GARAGE REFLECTED CEILING PLANS

AS120 ENLARGED PLANS - E. GARAGE LEVEL C ELEVATOR LOBBY

AS121 EAST GARAGE - ENLARGED PLANS

AS122 EAST GARAGE - ENLARGED STAIR PLANS

AS123 WEST GARAGE - ENLARGED STAIR PLANS

AS124 WEST GARAGE - ENLARGED STAIR PLANS

AS201 EAST GARAGE - SOUTH AND EAST ELEVATIONS

AS202 EAST GARAGE - NORTH AND WEST ELEVATIONS

AS203 WEST GARAGE - NORTH AND EAST ELEVATIONS

AS204 WEST GARAGE - SOUTH AND WEST ELEVATIONS

AS500 REPAIR DETAILS

AS601 STRIPING AND SIGNAGE SCHEDULE AND DETAILS

AS602 SIGNAGE TYPE

AS605 DOOR SCHEDULE

AF601 FINISH SCHEDULE

PLUMBING

PP101 PLUMBING PIPING PLANS

P2.0E UNDERGROUND/ LEVEL AA AND A FLOOR PLANS PLUMBING AND FIRE PROTECTION EAST PARKING STRUCTURE

P2.1E LEVEL B AND C FLOOR PLANS PLUMBING AND FIRE PROTECTION EAST PARKING STRUCTURE

P2.2E LEVEL D FLOOR PLANS - PLUMBING AND FIRE PROTECTION EAST PARKING STRUCTURE

P3.1E PLUMBING AND FIRE PROTECTION RISER DIAGRAMS EAST PARKING STRUCTURE

P2.0W UNDERGROUND & LEVEL A PLUMBING & FIRE PROTECTION PLANS WEST PARKING STRUCTURE

P2.1W LEVELS B & C PLUMBING AND FIRE PROTECTION PLANS WEST PARKING STRUCTURE

P2.2W LEVELS D & E PLUMBING AND FIRE PROTECTION PLANS WEST PARKING STRUCTURE

P3.1W PLUMBING & FIRE PROTECTIO RISER DIAGRAMS WEST PARKING STRUCTURE

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION

MH101 MECHANICAL HVAC PLAN - EAST GARAGE - LEVEL C

MH102 MECHANICAL HVAC PLAN - EAST GARAGE - ROOF LEVEL

MH103 MECHANICAL HVAC PLAN - WEST GARAGE - ROOF LEVEL

MH601 MECHANICAL HVAC SCHEDULES, DETAILS AND DIAGRAMS

ELECTRICAL

E-001 ELECTRICAL GENERAL INFORMATION

ED101 ELECTRICAL DEMOLITION PLAN EAST GARAGE - LEVEL AA

ED102 ELECTRICAL DEMOLITION PLAN EAST GARAGE - LEVEL A

ED103 ELECTRICAL DEMOLITION PLAN EAST GARAGE - LEVEL B

ED104 ELECTRICAL DEMOLITION PLAN EAST GARAGE - LEVEL C

ED105 ELECTRICAL DEMOLITION PLAN EAST GARAGE - LEVEL D

ED106 ELECTRICAL DEMOLITION PLAN WEST GARAGE - LEVEL A & B

ED107 ELECTRICAL DEMOLITION PLAN WEST GARAGE - LEVEL C & D

ED108 ELECTRICAL DEMOLITION PLAN WEST GARAGE - LEVEL E

EL101 ELECTRICAL LIGHTING PLAN - EAST GARAGE - LEVEL AA

EL102 ELECTRICAL LIGHTING PLAN - EAST GARAGE - LEVEL A

EL103 ELECTRICAL LIGHTING PLAN - EAST GARAGE - LEVEL B

EL104 ELECTRICAL LIGHTING PLAN - EAST GARAGE - LEVEL C

EL105 ELECTRICAL LIGHTING PLAN - EAST GARAGE - LEVEL D

EL106 ELECTRICAL LIGHTING PLAN - WEST GARAGE - LEVEL A & B

EL107 ELECTRICAL LIGHTING PLAN - WEST GARAGE - LEVEL C & D

EL108 ELECTRICAL LIGHTING PLAN - WEST GARAGE - LEVEL E

EL501 ELECTREICAL LIGHTING DETAILS

EL502 ELECTREICAL LIGHTNG CALCULATION

EL503 ELECTRICAL LIGHTING CALCULATION

EL701 LUMINAIRE SCHEDULES

EL702 LIGHTING PANEL SCHEDULES

AREA MAP

VICINITY MAP

Contact:Contact: Contact:

GHAFARI ASSOCIATES, LLC

CRAIG WESTRICK

ENGINEER

MECHANICAL,

ELECTRICAL & PLUMBING

VA ANN ARBOR

HEALTHCARE SYSTEM

KURT BEZEAU

CONTRACTING OFFICER'S

REPRESENTATIVE

2215 FULLER RD

ANN ARBOR, MI 48105

p: 734.845.5647

OWNER

GUIDON DESIGN INC.

KYLE CYR

PROJECT MANAGER

1221 N. PENNSYLVANIA ST, STE 200

INDIANAPOLIS, IN 46202

p: 317.800.6388 x 110

ARCHITECT

& ENGINEER

17101 MICHIGAN AVE,

DEARBORN, MICHIGAN 48126

p: 313.441.3000 x 8225

WEST GARAGE

EAST GARAGE

PROJECT SITE

EAST GARAGE

PROJECT SITE

FULLER ROAD

FULLER COURT

WEST GARAGE

PROJECT SITE

HURON PKWY

BID DEDUCT DESCRIPTION

ELIMINATE EAST GARAGE LEVEL C ENTRANCE & LOBBY RENOVATIONS.

REFER TO SHEETS AS120, AS121, AND REFERENCE DETAILS

DO NOT PAINT THE CEILING ON LEVEL C IN THE EAST GARAGE.

ALL SIGNAGE IN THE WEST GARAGE SHALL REMAIN AS EXISTING. DO NOT

INSTALL NEW SIGNS. REFER TO SHEETS AS601 AND AS602

ALL EXISTING LIGHTING IN THE WEST GARAGE TO REMAIN. DO NOT INSTALL

NEW LIGHTING IN THE WEST GARAGE

ALL SIGNAGE IN THE EAST GARAGE SHALL REMAIN AS EXISTING. DO NOT

INSTALL NEW SIGNS. REFER TO AS601 AND AS602

CONTRACTOR

STAGING AND

STORAGE

STAGING AND STORAGE

89/256"

Revisions: Date:

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

Location VA Ann Arbor Healthcare System, MIDAVE MARCHIONNA, CHIEF, ENGINEERING, DESIGN, AND CONSTRUCTION65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

REFER TO VA MANUAL PG-18-3 FOR ADDITIONAL CODES, STANDARDS, GUIDELINES AND

REGULATIONS, BELOW LISTING IS NOT COMPREHENSIVE.

ICC, INTERNATIONAL BUILDING CODES, 2018 EDITION (IBC)

ACI 318-19

ACI 530-13

AISC 360-16

PCI MNL 120-17, DESIGN HANDBOOK

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION

NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION

NFPA 88A STANDARD FOR PARKING STRUCTURES, 2019 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING

SYSTEMS, 2018 EDITION.

NFPA 101, LIFE SAFETY CODE, 2018 EDITION

NFPA 220, STANDARD TYPES OF BUILDING CONSTRUCTION, 2018 EDITION.

MOST RECENT EDITION OF NFPA NATIONAL FIRE CODES WITH THE EXCEPTION OF NFPA

5000 AND NFPA 900

ICC A117.1-2017 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

ENERGY POLICY ACT OF 2005 (EPACT)

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).

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

ARCHITECTURAL, AUGUST 1, 2014

ELECTRICAL, DECEMBER 2019

ESTIMATING, MARCH 8, 2011

HVAC DESIGN, MAY 2019

INTERIOR DESIGN, MAY 2008

LIGHTING DESIGN, DECEMBER 2015

PHYSICAL SECURITY, JANUARY 2015

VA DESIGN MANUALS PG-18-10:

GOVERNING CODES:

CODE CRITERIA

GENERAL: THIS SUMMARY OF CODE REQUIREMENTS IS BASED PRIMARILY ON NFPA 101 (LSC). 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 IDENTIFIED. 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). IN ADDITION TO NFPA 101, NFPA 88A STANDARD FOR PARKING STRUCTURES IS REFERENCED.

LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES.

NOTES:

CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – 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 FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.

CODE REVIEW

THE 2018 EDITION OF THE LIFE SAFETY CODE, NFPA 101, HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. THE 2018 EDITION OF THE STANDARD FOR PARKING STRUCTURES, NFPA 88A, HAS BEEN USED TO REVIEW THIS PROJECT FOR COMPLIANCE WITH THE FIRE AND LIFE SAFETY REQUIREMENTS. FOR FEATURES NOT ADDRESSED BY NFPA 101, NFPA 88A AND THE REFERENCED NATIONAL FIRE CODES, THE 2018

EDITION OF THE INTERNATIONAL BUILDING CODE HAS BEEN USED.

PROJECT SCOPE

THE PROJECT SCOPE INCLUDES REPAIRS TO THE EAST AND WEST PARKING GARAGE AT THE ANN ARBOR VA MEDICAL CENTER.

THE REPAIRS INCLUDE STRUCTURAL REPAIRS TO THE PRECAST PARKING DECK, TUCK POINTING BRICK, AND REPLACING EXPANSION JOINTS.

AMBIENT UPGRADES INCLUDE NEW PARKING STRIPING, NEW SIGNAGE THROUGH-OUT. THESE REPAIRS DO NOT CHANGE THE OCCUPANCY, CONSTRUCTION TYPE, FIRE RATEINGS OF ANY EXISTING ASSEMBLIES OR OTHER CODE COMPLIANT CRITERIA.

CODE ANALYSIS

1. OCCUPANCY TYPE:

• GROUP S-2 OCCUPANCY, LOW HAZARD STORAGE FACILITIES PER NFPA 101 42.8.15.

• THE PARKING GARAGE IS CONSIDERED AN OPEN PARKING STRUCTURE AND SHALL MEET THE REQUIREMENTS OF NFPA 88A SECTION 5.5. THE PARKING GARAGE IS CLASSIFIED AS A RAMP TYPE PARKING STRUCTURE AND SHALL MEET THE REQUIREMENTS OF NFPA 88A 4.1.3

2. CONSTRUCTION TYPE:

• THE PARKING GARAGE IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF NFPA 88A AS DEFINED IN NFPA 220. CONSTRUCTION TYPE 1B

FOR A BUILDING EXCEEDING 25 FEET IN HEIGHT SHALL BE TYPE I, TYPE II(222) OR TYPE II(111). AN OPEN PARKING GARAGE OF THESE CONSTRUCTION

TYPES MAY BE UNLIMITED IN HEIGHT AND AREA.

3. FIRE RESISTANCE RATED SEPARATION:

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 PROTECTIVES 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 PROTECTIVES. 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

4. EXTINGUISHMENTS REQUIREMENTS:

• PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED THROUGHOUT AS REQUIRED BY IFC SECTION 906.1 AND SPACED IN ACCORDANCE WITH NFPA 10,

5. FIRE SUPPRESSION:

• SPRINKLER SYSTEM: NOT REQUIRED IN OPEN PARKING GARAGE (NFPA 101, 42.8.3.5 AND NFPA 88A 6.4.4)

• STANDPIPES: CLASS I STANDPIPES ARE REQUIRED IN OPEN PARKING GARAGES EXCEEDING 50 FEET IN HEIGHT PER NFPA 88A 6.5.1

CODE ANALYSIS - NFPA 101, PARKING STRUCTURES CHAPTER 42

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:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

DAVE MARCHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

C U s e rs \a o g rz e w a lla

\D o c u m e n ts

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R e n o v

A ro g rz e w a lla

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/1

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:4

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P

M

GI101

LIFE SAFETY

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

VA ANN ARBOR HEALTHCARE SYSTEM, MI

506-19-103

N/A

03/13/2020 JG ARO

BID DOCUMENTS

Revisions: Date:

STRUCTURAL DESIGN MANUAL FOR PARKING STRUCTURE PROJECTS, OCTOBER 2013

SIGNAGE AND WAYFINDING, DECEMBER 2012

VA Ann Arbor Healthcare System, MI

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

DAVE MARCHIONNA, CHIEF, ENGINEERING,

DESIGN, AND CONSTRUCTION

FEBRUARY 1, 2019

UP

DN

INFECTION CONTROL PLAN KEYNOTES #

PROVIDE TEMPORARY INFECTION CONTROL CONSTRUCTION DOOR WITH CARD

READER ACCESS. REFER TO ELEVATION 2/GI102.

PROVIDE TEMPORARY INFECTION CONTROL BARRIER WALL CONSTRUCTION.

REFER TO DETAIL 1/GI102.

PROVIDE TEMPORARY INFECTION CONTROL PLASTIC BARRIER WALL

CONSTRUCTION. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

REFER TO LIST OF REQUIRED INFECTION CONTROL PRECAUTIONS OUTLINED

BY CLASS IN SPECIFICATION 010110 AND 013526 FOR ADDITIONAL

INFORMATION.

REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

COORDINATE FULL SCOPE OF WORK WITH ENGINEERING DRAWINGS AND

FIELD VERIFICATION. CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE

CEILING WORK REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE

PROJECT BOUNDARY.

COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

BEFORE CONSTRUCTION MAY BEGIN.

EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

PROVIDE THE FOLLOWING INFECTION CONTROL MEASURES, A 24"X36" STICKY

WALK OFF MAT AND HAND SANITIZER AT EACH TEMPORARY DOOR LOCATION.

MAT SHALL BE REPLACED OR CLEANED AS NECESSARY

PROVIDE THE VA AND OSHA REQUIRED TEMPORARY SIGNAGE AT EACH

TEMPORARY DOOR LOCATION.

CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED WITH

4 MIL. POLY SHEET.

ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSED

WITH A LID.

ALL MATERIAL, DEBRIS AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

DAILY CHECKS WILL BE PERFORMED ON THE HEPA MACHINES AND A LOG

WILL BE KEPT SHOWING DAILY AIR FILTER CHECKS HAVE BEEN COMPLETED.

SURROUNDING AREAS NEED TO BE CORDONED OFF AT ANY TIME THERE IS

THE POTENTIAL FOR A FALLING HAZARD. THIS INCLUDES THE EXTERIOR

GROUND LEVEL WHEN THE JUMP PROTECTION IS BEING INSTALLED.

NOTIFY VA POLICE (VIA COR) ON ANY ISSUES CONCERNING PHYSICAL

SECURITY (E.G. BLOCKING CAMERAS) OR DISRUPTIONS TO TRAFFIC FLOW.

CONTRACTOR SHALL PROVIDE WAYFINDING, BARRICADES, AND SIGNAGE

WHENEVER PATIENTS NEED TO BE REROUTED.

AT LEAST ONE BLUE PHONE SHALL BE ACCESSIBLE ON EACH LEVEL AT ALL

TIMES DURING CONSTRUCTION.

CONTRACTORS ARE TO MINIMIZE ACCESS DISRUPTION TO AUTOMATED

EXTERNAL DEFIBRILLATOR AS MUCH AS POSSIBLE. TEMPOARILY RELOCATE

DEFIBRILLATOR OUTSIDE OF WORK AREA

REFER TO SPECIFICATION 01 00 00 FOR INFORMATION ON WORK DURATION

FOR EACH PHASE AND AREA OF WORK.REFER TO SPECIFICATION 01 00 00

FOR INFORMATION ON WORK DURATION FOR EACH PHASE AND AREA OF

WORK.

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

INFECTION CONTROL AND SECURITY GENERAL NOTES

PHASING KEYNOTES X

A

B

C

PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

PROJECT SHALL BE COMPLETED DURING NIGHT SHIFTS, 5:00 PM TO 5:00 AM.

AND WEEKENDS COORDINATE WITH COR. ALL WORK TO BE COMPLETED AND

OPEN FOR PUBLIC USE AT THE END OF EACH NIGHT'S WORK.

CONSTRUCTION WORK BEHIND TEMPORARY CONSTRUCTION PARTITIONS.

IC/PHASING LEGEND

TEMPORARY WALLS. SEE PLAN AND

PLAN NOTES

TEMPORARY CONSTRUCTION ACCESS

DOORS

REFERENCE AREA FOR ABOVE

CEILING WORK ON FLOOR BELOW.

REFER TO ENGINEERING DRAWINGS

FOR FULL SCOPE OF WORK

BEYOND PROJECT BOUNDARY

PROJECT BOUNDARY

PLASTIC BARRIER

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

5/8" TYPE X GYP BD

3 5/8" STEEL STUDS @ 16" O.C.

BEAD OF CONT. SEALANT

6-MIL FIRE RETARDENT POLY

INTERIOR SIDE

CEILING

2" DEEP LEG 3 5/8" STEEL SLIP TRACK

3 5/8" STEEL STUD TRACK

6" M

IN

CONTINUOUSLY ADHERE 6-MIL. FIRE

RETARDANT POLY TO DECK WITH TAPE

CONTINUOUSLY ADHERE FIRE RETARDENT

POLY TO FLOOR WITH TAPE

EXISTING DECK

CONSTRUCTION

SIDE

OCCUPIED

SIDE

PUBLIC

SIDE

1 HOUR FIRE RATED METAL DOOR ASSEMBLY

AND FRAME WITH SEALS, CARD READER,

HARDWARE AND CLOSER

TRIATEK MONITOR

HAND SANITIZER

SEAL ALL EDGES WITH TAPE

SEAL ALL EDGES WITH TAPE

REFER TO TEMPORARY BARRIER TYPE

FOR REQUIRED CONDITION TO

STRUCTURE ABOVE

VA / OSHA TEMPORARY SIGNAGE

123456789101112131416 151718

A

B

B.1

C

D

E

F

11.212.1

GI102

A

BB.1

A

C B

B

B

2 3

43' - 0 5/8"

1' - 2" 36' - 0" 5' - 10 5/8"

1'

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:

65% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

BID DOCUMENTS SUBMITTAL

03/06/2019

08/16/2019

03/13/2020

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

C U s e rs

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GI102

INFECTION CONTROL PLAN AND

SAFETY NOTESGUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

ANN ARBOR MICHIGAN

506-19-103

N/A

03/13/2020 JG KN

BID DOCUMENTS

SCALE: 1 1/2" = 1'-0"GI102

8 TEMPORARY INFECTION CONTROL BARRIER WALL DETAIL

SCALE: 1/4" = 1'-0"GI102

2 TEMPORARY WALL CONSTRUCTION ELE.

SCALE: 1/16" = 1'-0"GI102

4 EAST GARAGE - LEVEL C

SCALE: 1/8" = 1'-0"GI102

3 ARCH. EAST GARAGE - LEVEL C ICRA PLAN

N

N

Revisions: Date:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

Location VA Ann Arbor Healthcare System, MIDAVE MARCHIONNA, CHIEF, ENGINEERING, 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

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

GI103

CONTRACTOR PARKING, TRAILER,

AND STAGING AREAGUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

1701 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

VA Ann Arbor Healthcare System, MI

506-19-103

N/A

03/13/2020 ADK WJT

BID DOCUMENTS

Revisions: Date:

N

0 4020

65% DESIGN SUBMITTAL 03/06/2019

95% DESIGN SUBMITTAL 08/16/2019

BID DOCUMENTS SUBMITTAL 03/13/2020

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

DAVE MARCHIONNA, CHIEF, ENGINEERING,

GENERAL NOTES

GENERAL

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

A. INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION.

B. FOR ADDITIONAL INFORMATION ON EXISTING STRUCTURE, REFER TO ORIGINAL DESIGN DRAWINGS.

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 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 INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

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

5. 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.

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

WITHOUT THE APPROVAL OF THE COR.

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

STRUCTURE BEFORE FABRICATION BEGINS.

CAST-IN-PLACE CONCRETE

1. ALL DESIGN AND REPAIRS SHALL BE IN ACCORDANCE WITH ACI 318-11, 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

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. PRIOR TO BEGINNING WORK, EACH WORK AREA IS TO BE COMPLETELY ENCLOSED WITH BARRICADES. CONTRACTOR TO BE

RESPONSIBLE FOR ADEQUATE VENTILATION, FUME AND DUST CONTROL. REFER TO SECTION 01 53 00 "BARRIERS AND

ENCLOSURES."

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

OPERATIONS.

H. ALL BIDS SHALL REFLECT THE TIME AND WORK HOURS NOTED IN PARAGRAPH 2 CONSTRUCTION PHASING.

I. 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.

J. ENGINEER IS NOT RESPONSIBLE FOR COORDINATION, SUPERVISION, OR JOBSITE SAFETY.

K. 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.

L. 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.

M. 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.

N. DO NOT SCALE DRAWINGS.

O. 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.

P. 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.

Q. IF THE CONTRACTOR HAS POL (PETROLEUM, OILS, LUBRICANTS), IN QUANTITIES OF 55 GALLONS OR GREATER, THE CONTRACTOR MUST COMPLY WITH THE SPCC 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 CONTRACTOR AND COR IMMEDIATELY

PRIOR TO BEGINNING WORK.

F. DURING THE MEDICAL CENTER'S BUSINESS HOURS, THE CONTRACTOR MAY CLOSE UP TO A MAXIMUM OF 40 PARKING SPOTS AT A

TIME IN ONE GARAGE ALONG WITH HALF OF A TRAVEL LANE. THE CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC AS NECESSARY. THE REMAINING PORTIONS OF THE GARAGE MUST REMAIN FUNCTIONAL, INCLUDING RAMPS ON THE WEST GARAGE.

THE CONTRACTOR MAY CLOSE AN ENTIRE GARAGE DURING NON-BUSINESS HOURS BUT MUST BE REOPENED AND FUNCTIONAL (LESS THE ALLOTTED CLOSURES INDICATE ABOVE) DURING REGULAR BUSINESS HOURS. FOR THE EAST GARAGE LEVEL C ENTRANCE/LOBBY RENOVATIONS, NO WORK SHALL OCCUR THAT IMPEDES PEDESTRIAN ACCESS DURING BUSINESS HOURS. FOR THE STAIRWELL REPAIRS, NO MORE THAN ONE STAIRWELL MAY BE CLOSED AT A TIME IN EACH GARAGE.

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 SHALL BE MAINTAINED UNTIL CONCRETE REPAIR AREAS HAVE ACHIEVED A MINIMUM STRENGTH OF 4,000 PSI.

4. CONCRETE DELAMINATION REPAIR

A. MECHANICALLY SOUND ALL AREAS AS INDICATED ON DRAWINGS AND MARK PERIMETER OF DELAMINATED AREAS.

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. WHEEL STOP REMOVAL

A. REMOVE WHEEL STOPS TO INCLUDE DOWELS AND ANY REMAINING ADHESIVES ON THE FLOOR SURFACE.

B. RESTORE THE FLOOR SURFACE WITH CONCRETE REPAIR MATERIAL IN DOWEL HOLES. REPAIRS FOR OTHER CONDITIONS TO BE

APPROVED PRIOR TO INITIATING WORK.

6. SPRAY WASH

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

B. USING 3 DIFFERENT METHODS OR NOZZLE/WATER PRESSURE STRENGTHS, WITHOUT DAMAGING THE CONCRETE FINISH SPRAY

WASH THE FLOOR SURFACE. THE AREAS ARE TO BE SEPARATED AND EACH ONE IS TO BE THE SIZE OF A CAR STALL. THE COR

SHALL REVIEW THE AREAS WHEN DRY AND SELECT THE PREFERRED METHOD.

7. 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.

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

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

COLUMN PATCH 5000 SPA 0.40 6.5%

BEAM PATCH 5000 SPA 0.40 6.5%

SLAB PATCH 4500 SPA 0.40 6.5%

REPAIR MATERIAL TABLE

3. CEMENT

A. ASTM C 150 TYPE I OR III

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.

GENERAL CAST-IN-PLACE CONCRETE

1. REINFORCEMENT

A. PROVIDE EXTRA REINFORCING AROUND ALL NEW OPENINGS, TWO #4 BARS ON ALL FOUR SIDES OF EACH

OPENING. EXTEND 2 FEET BEYOND CORNERS OF OPENING.

B. 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.

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

INDICATED ON DRAWINGS.

D. FIELD CUTTING OF EXISTING REINFORCEMENT IS PROHIBITED UNLESS APPROVED BY ENGINEER.

E. WELDING OF REINFORCEMENT IS PROHIBITED UNLESS SPECIFICALLY CALLED FOR ON DRAWINGS OR APPROVED

BY ENGINEER.

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 APPROVED BY ENGINEER

AND PROVIDED WATER IS PROMPTLY VACUUMED/COLLECTED BELOW.

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

AS APPROVED BY THE ENGINEER.

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. CONCRETE SEALER

A. CONCRETE SEALER SHALL BE APPLIED TO ALL SUPPORTED SLAB SURFACES AND EXTENDED UP VERTICAL

SURFACES TWENTY-FOUR (24) INCHES PER SPEC SECTION 07 18 16.

2. 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.

SHOP DRAWING SUBMITTALS

1. THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE THEM 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.

2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE COR. DRAWINGS SUBMITTED

WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

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

4. SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

A. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE

DRAWINGS)

B. WIRE METAL MESH SYSTEM (INCLUDING DESIGN CALCULATIONS AND CONNECTION DETAILS SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED)

PRODUCT DATA SUBMITTALS

1. 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 COR.

2. 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.

3. SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE COR FOR REVIEW.

A. EXPANSION ANCHORS

B. ADHESIVE ANCHORS

C. CHAIN LINK FENCING

EXPANSION ANCHORS

EXPANSION ANCHORS SHALL BE CARBON STEEL ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE COR 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 HY70" FOR HOLLOW SUBSTRATE OR AN EQUIVALENT SUBSTITUTE APPROVED BY THE COR, 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.

STRUCTURAL STEEL

STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ANSI/AISC 360 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITION WITH AMENDMENTS, AND THE AISC 303 CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, LATEST EDITION WITH AMENDMENTS.

STRUCTURAL STEEL PLATES AND ROLLED SHAPES OTHER THAN WIDE-FLANGE SHAPES SHALL CONFORM TO ASTM A36, UNLESS NOTED

OTHERWISE.

STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500, GRADE B.

STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B.

ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION. BOLTED CONNECTIONS FOR STRUCTURAL STEEL MEMBERS SHALL BE MADE WITH 3/4" DIAMETER A325 BOLTS, UNLESS NOTED OTHERWISE.

BOLTED CONNECTIONS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION, EXCEPT BOLTED CONNECTIONS IN BRACE ELEMENTS

ARE TO BE FULLY PRETENSIONED WITH CLASS A FAYING SURFACES.

WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING

CODE FOR STEEL ANSI/AWS D1.1.

WELDED CONNECTIONS USING ASTM A992 STEEL AS A BASE METAL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES.

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, OTHER WELDED CONNECTIONS MAY BE MADE WITH STANDARD E70XX

ELECTRODES.

STRUCTURAL STEEL THAT RECEIVES FINISH PAINT SHALL BE SHOP-PRIMED WITH A RUST-INHIBITING PRIMER, UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRIMER IS COMPATIBLE WITH FINISH COAT SYSTEM SPECIFIED BY THE

COR. COORDINATE FINISH PAINTING REQUIREMENTS WITH THE COR.

STRUCTURAL STEEL THAT IS NOT EXPOSED IN THE FINISHED CONSTRUCTION AND DOES NOT RECEIVE FINISH PAINT SHALL NOT BE

SHOP-PRIMED, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED IN CONFORMANCE WITH ASTM A123.

DO NOT PAINT OR GALVANIZE THE FOLLOWING SURFACES:

1. SURFACES TO BE WELDED.

2. SURFACES TO RECEIVE BOLTED SLIP-CRITICAL CONNECTIONS.

3. SURFACES TO RECEIVE SHEAR STUD CONNECTIONS.

4. SURFACES TO RECEIVE SPRAYED-ON FIREPROOFING.

ALL ABRASIONS TO GALVANIZED SURFACES OR SURFACES TO RECEIVE AN ARCHITECTURAL FINISH COAT SHALL BE TOUCHED-UP AFTER ERECTION IS COMPLETE. FOR PAINTED STEEL, USE A PRIMER EQUIVALENT TO THE SHOP PAINT. FOR GALVANIZED STEEL, USE

A ZINC-RICH COLD-GALVANIZING PAINT.

DESIGN CONNECTIONS NOT SHOWN IN ACCORDANCE WITH THE ASD SPECIFICATION AND MANUAL OF STEEL CONSTRUCTION. PROVIDE NO LESS THAN 2 BOLTS IN ANY SINGLE LINE OF BOLTS, UNLESS SPECIFICALLY INDICATED ON THE DRAWINGS.

GALVANIZE ALL EXPOSED STEEL.

RENOVATION (EXISTING CONDITIONS)

INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM DRAWINGS THAT WERE PREPARED FOR

THE VETERANS AFFAIRS DEPARMENT.

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 PRIOR 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 PREFORMED WITHOUT DAMAGE TO ADJACENT RETAINED WORK. ADJACENT EXISTING CONSTRUCTION SHALL BE

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

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:

65% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

BID DOCUMENTS SUBMITTAL

03/06/2019

08/16/2019

03/13/2020

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

C U s e rs

\a k e n n e d y \D o c u m e n ts \1

.1

.0

R e n o v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1

/2

:0

:2

P

M

SI100

GENERAL NOTES

GUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

ANN ARBOR MICHIGAN

506-19-103

N/A

03/13/2020 ADK WJT

BID DOCUMENTS

Revisions: Date:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

Location

123456

D

E

F

REPLACE EXPANSION

JOINT ALONG GRIDLINE

REPAIR LEGEND

PARTIAL DEPTH

REPAIR (SF)

R# - 25

SQUARE FOOTAGEREPAIR MARK NUMBER

LEVEL A

ISOMETRIC KEYPLAN

LEVEL B

LEVEL C

LEVEL D

LEVEL AA

LEVEL E

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:

65% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

BID DOCUMENTS SUBMITTAL

03/06/2019

08/16/2019

03/13/2020

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

C U s e rs

\a k e n n e d y \D o c u m e n ts \1

.1

.0

R e n o v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1

/2

:4

:1

P

M

SR101

EAST GARAGE REPAIR PLAN

LEVEL AAGUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

ANN ARBOR MICHIGAN

506-19-103

N/A

03/13/2020 ADK WJT

BID DOCUMENTS

SCALE: 1/16" = 1'-0"SR101

1 LEVEL AA (EAST)

TYPICAL SHEET NOTES

1. REFER TO REPAIR PLANS FOR DELAMINATED CONCRETE REPAIR AREAS. AREAS SHOWN ARE A GENERAL REPRESENTATION OF THE QUANTITY DETERMINED AT THE TIME OF DESIGN.

2. CONTRACTOR TO VERIFY LOCATION OF REPAIRS BY CHAIN DRAGGING OR OTHER METHODS. MARK LOACTIONS OF REPAIRS AND REVIEW WITH COR PRIOR TO DEMO

3. CONTRACTOR TO PROTECT ALL GARAGE MEP/FP/CCTV/SECURITY AND ANY OTHER INFRASTRUCTURE IN WORK AREAS THAT ARE NOT PART OF THE REPAIRS.

4. ANY ITEMS NEEDING TO BE REMOVED SHALL BE REMOVED AND RE-INSTALLED IN A SIMILAR OR BETTER MANNER.

5. RESTRIPE ALL PAVEMENT MARKINGS TO MATCH EXISTING. SEE QUANTITIES ON SHEET AS601

6. REMOVE ALL WHEEL STOPS FROM PARKING STRUCTURE.

7. REPLACE EXISTING EXPANSION JOINTS ALONG GRIDLINE 6 AND 12. SEE DETAIL 6/SR501

REPAIR QUANTITY TOTALS EAST

LEVEL REPAIR AREA

A 372 SF

B 520 SF

C 735 SF

D 1464 SF

Grand total 3090 SF

NOTE:

1) LEVEL AA DOES NOT HAVE ANY REPAIR AREAS

N

Revisions: Date:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

Location

UP

123456789101112131416 151718

A

B

C

D

E

F

11.212.1

PARKING GARAGE ADDITIONS NOT IN SCOPE FOR

RECAULKING, NEW SIGNAGE, RESTRIPING, CONCRETE

REPAIRS, AND ARCHITECTURAL REPAIRS.

17' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 17' - 0"

322' - 0"

2'

SR501

SR501

WALL REPAIR

SR501 11

SR501

SR501

SR501

R7 - 5

R8 - 5

R19 - 5

R16 - 144

R18 - 5

R17 - 5

R20 - 69

R21 - 39

R2 - 5

R5 - 5 R3 - 5 R4 - 5

R1 - 5

R6 - 10

R11 - 10

R9 - 5 R10 - 5

R12 - 5

R13 - 10

R14 - 5

R15 - 5

R22 - 10

192021

REPLACE EXPANSION

JOINT ALONG GRIDLINE

REPLACE EXPANSION

JOINT ALONG GRIDLINE

SR501

SR501

REPAIR LEGEND

PARTIAL DEPTH

REPAIR (SF)

R# - 25

SQUARE FOOTAGEREPAIR MARK NUMBER

LEVEL A

ISOMETRIC KEYPLAN

LEVEL B

LEVEL C

LEVEL D

LEVEL AA

LEVEL E

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:

65% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

BID DOCUMENTS SUBMITTAL

03/06/2019

08/16/2019

03/13/2020

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

C U s e rs

\a k e n n e d y \D o c u m e n ts \1

.1

.0

R e n o v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1

/2

:4

:1

P

M

SR102

EAST GARAGE REPAIR PLAN

LEVEL AGUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

ANN ARBOR MICHIGAN

506-19-103

N/A

03/13/2020 ADK WJT

BID DOCUMENTS

SCALE: 1/16" = 1'-0"SR102

1 LEVEL A (EAST)

REPAIR QUANTITY TOTALS EAST

LEVEL REPAIR AREA

A 372 SF

B 520 SF

C 735 SF

D 1464 SF

Grand total 3090 SF

N

TYPICAL SHEET NOTES

1. REFER TO REPAIR PLANS FOR DELAMINATED CONCRETE REPAIR AREAS. AREAS SHOWN ARE A GENERAL REPRESENTATION OF THE QUANTITY DETERMINED AT THE TIME OF DESIGN.

2. CONTRACTOR TO VERIFY LOCATION OF REPAIRS BY CHAIN DRAGGING OR OTHER METHODS. MARK LOACTIONS OF REPAIRS AND REVIEW WITH COR PRIOR TO DEMO

3. CONTRACTOR TO PROTECT ALL GARAGE MEP/FP/CCTV/SECURITY AND ANY OTHER INFRASTRUCTURE IN WORK AREAS THAT ARE NOT PART OF THE REPAIRS.

4. ANY ITEMS NEEDING TO BE REMOVED SHALL BE REMOVED AND RE-INSTALLED IN A SIMILAR OR BETTER MANNER.

5. RESTRIPE ALL PAVEMENT MARKINGS TO MATCH EXISTING. SEE QUANTITIES ON SHEET AS601

6. REMOVE ALL WHEEL STOPS FROM PARKING STRUCTURE.

7. REPLACE EXISTING EXPANSION JOINTS ALONG GRIDLINE 6 AND 12. SEE DETAIL 6/SR501

Revisions: Date:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

Location

DN

UP

123456789101112131416 151718

A

B

C

D

E

F

11.212.1

17' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 17' - 0"

322' - 0"

2'

SR501

SR501

SR501

SR501

SR501

SR501

SR501

SIM

SIM

SR501

SIM

R23 - 5

R34 - 5

R35 - 5 R36 - 15

R39 - 10

R33 - 10

R28 - 5

R38 - 5

R55 - 10

R53 - 5

R59 - 5

R65 - 5

R66 - 5 R67 - 10

R62 - 5

R69 - 10

R76 - 5

R93 - 20

R68 - 5

R86 - 5 R87 - 5 R88 - 5 R89 - 5

R85 - 5

R92 - 30

R26 - 5

R29 - 10 R30 - 10

R31 - 5

R24 - 5

R32 - 5

R25 - 5

R27 - 5

R37 - 5

R43 - 10

R47 - 5

R49 - 5

R42 - 5 R44 - 5

R52 - 5

R50 - 10

R46 - 10 R41 - 5

R45 - 5

R51 - 5

R48 - 5

R40 - 5

R57 - 5

R60 - 5

R56 - 10

R61 - 20 R63 - 5

R54 - 5

R58 - 5

R64 - 5

R73 - 5

R75 - 5

R97 - 5 R96 - 5

R98 - 5

R83 - 15

R77 - 5

R81 - 5 R79 - 5 R78 - 5

R94 - 5

R100 - 5

R70 - 5 R71 - 5 R72 - 5

R74 - 5

R99 - 5

R82 - 5

R80 - 5 R84 - 5

R95 - 5

R90 - 5 R91 - 5

AS60214

REPLACE EXPANSION

JOINT ALONG GRIDLINE

REPLACE EXPANSION

JOINT ALONG GRIDLINE

PARKING GARAGE ADDITIONS NOT IN SCOPE FOR

RECAULKING, NEW SIGNAGE, RESTRIPING, CONCRETE

REPAIRS, AND ARCHITECTURAL REPAIRS.

REPAIR LEGEND

PARTIAL DEPTH

REPAIR (SF)

R# - 25

SQUARE FOOTAGEREPAIR MARK NUMBER

LEVEL A

ISOMETRIC KEYPLAN

LEVEL B

LEVEL C

LEVEL D

LEVEL E

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:

65% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

BID DOCUMENTS SUBMITTAL

03/06/2019

08/16/2019

03/13/2020

DAVE MARHIONNA, CHIEF ENGINEERING, DESIGN AND

CONSTRUCTION

C U s e rs

\a k e n n e d y \D o c u m e n ts \1

.1

.0

R e n o v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/1

/2

:4

:1

P

M

SR103

EAST GARAGE REPAIR PLAN

LEVEL BGUIDON DESIGN, INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46204

317-800-6388

GHAFARI ASSOCIATES, LLC

17101 MICHIGAN AVENUE

DEARBORN, MI 48126

313-441-3000

REPAIR PARKING STRUCTURES

ANN ARBOR MICHIGAN

506-19-103

N/A

03/13/2020 ADK WJT

BID DOCUMENTS

SCALE: 1/16" = 1'-0"SR103

1 LEVEL B (EAST)

REPAIR QUANTITY TOTALS EAST

LEVEL REPAIR AREA

A 372 SF

B 520 SF

C 735 SF

D 1464 SF

Grand total 3090 SF

N

TYPICAL SHEET NOTES

1. REFER TO REPAIR PLANS FOR DELAMINATED CONCRETE REPAIR AREAS. AREAS SHOWN ARE A GENERAL REPRESENTATION OF THE QUANTITY DETERMINED AT THE TIME OF DESIGN.

2. CONTRACTOR TO VERIFY LOCATION OF REPAIRS BY CHAIN DRAGGING OR OTHER METHODS. MARK LOACTIONS OF REPAIRS AND REVIEW WITH COR PRIOR TO DEMO

3. CONTRACTOR TO PROTECT ALL GARAGE MEP/FP/CCTV/SECURITY AND ANY OTHER INFRASTRUCTURE IN WORK AREAS THAT ARE NOT PART OF THE REPAIRS.

4. ANY ITEMS NEEDING TO BE REMOVED SHALL BE REMOVED AND RE-INSTALLED IN A SIMILAR OR BETTER MANNER.

5. RESTRIPE ALL PAVEMENT MARKINGS TO MATCH EXISTING. SEE QUANTITIES ON SHEET AS601

6. REMOVE ALL WHEEL STOPS FROM PARKING STRUCTURE.

7. REPLACE EXISTING EXPANSION JOINTS ALONG GRIDLINE 6 AND 12. SEE DETAIL 6/SR501

Revisions: Date:

65% DESIGN

95% DESIGN

BID DOCUMENTS

03/06/2019

08/16/2019

03/13/2020

Revisions: Date:

DAVE MARHCIONNA, CHIEF

ENGINEERING, DESIGN, AND CONSTRUCTION

Location

DN

UP

123456789101112131416 151718

A

B

C

D

E

F

11.212.1

COLUMN REPAIR

WALL REPAIR

17' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 36' - 0" 17' - 0"

322' - 0"

2'

SR501

SR501

SR501

SR501

SIM

SR501

SR501

SR501

SR501

SIM

SIM

SIM

SIM

R192 - 5

R184 - 5

R191 - 20 R193 - 5

R200 - 5

R205 - 5

R188 - 5 R189 - 5

R202 - 5

R190 - 5

R185 - 5 R186 - 5

R195 - 5

R201 - 5

R196 - 10

R177 - 5

R198 - 5

R194 - 5

R197 - 5

R203 - 5

R199 - 5

R182 - 5

R172 - 5 R173 - 5

R156 - 5

R141 - 5

R129 - 5

R126 - 5R127 - 15

R120 - 10

R112 - 5

R157 - 5

R137 - 5

R158 - 5

R134 - 5 R136 - 5

R138 - 5

R155 - 10

R135 - 5

R159 - 5

R139 - 10

R148 - 5 R149 - 5R150 - 5

R144 - 5

R164 - 5

R142 - 10 R145 - 15

R151 - 5 R152 - 20

R143 - 5

R153 - 60

R154 - 5

R140 - 10

R146 - 15

R110 - 10

R113 - 10

R116 - 15

R102 - 5

R117 - 5

R106 - 5

R119 - 5

R122 - 5

R111 - 5

R114 - 5

R123 - 5

R104 - 5

R103 - 5

R108 - 5

R105 - 5

R107 - 5 R109 - 10

R101 - 5

R115 - 5

R124 - 5

R121 - 5 R118 - 5

R131 - 5 R133 - 5 R132 - 5

R128 - 5

R125 - 5

R130 - 5

R147 - 5

R166 - 5

R163 - 5

R170 - 5

R167 - 5

R171 - 5

R161 - 5

R165 - 5

R169 - 5

R160 - 5

R168 - 5

R162 - 5

R175 - 5 R176 - 5

R178 - 5

R187 - 5

R174 - 5

R179 - 5 R180 - 5 R183 - 5 R181 - 5

R208 - 5

R204 - 5

R206 - 5

R207 - 5

R210 - 5 R209 - 5

REPLACE EXPANSION

JOINT ALONG GRIDLINE

REPLACE EXPANSION

JOINT ALONG GRIDLINE

PARKING GARAGE ADDITIONS NOT IN SCOPE FOR

RECAULKING, NEW SIGNAGE, RESTRIPING, CONCRETE

REPAIRS, AND ARCHITECTURAL REPAIRS.

REPAIR…