36C25219B0038-005.pdf

PARKING SUMMARY

DESCRIPTION STANDARD COMPACT ADA ADA VAN TOTAL

LEVEL 3 34 0 0 0 34

STANDARD SPACE = 9'-0" X 18'-0" @ 90°

ADA = 8'-0" X 18'-0" W/5'-0" ACCESSIBLE AISLE @ 90°

ADA VAN = 11'-0" X 18'-0" W/5'-0" ACCESSIBLE AISLE @ 90°

LEVEL 2 96 1 0 0 97

LEVEL 1 81 1 0 0 82

TOTAL 211 2 0 0 213

PROJECT SITE

AREA MAP

VICINITY MAP

DEDUCTIVE BID ALTERNATES

ALL WORK IN THE BASE BID MINUS ELECTRIC VEHICLE CHARGING STATIONS; SLEEVES

FOR FUTURE INSTALLATION SHALL REMAIN IN SCOPE. REFER TO ELECTRICAL

DRAWINGS.

ALL WORK IN ALTERNATE BID ITEM A MINUS FALL DETERRENT. REDUCE THE HEIGHT

OF ASSOCIATED COLUMNS TO MATCH ADJACENT STRUCTURAL ELEMENTS.

ALL WORK IN ALTERNATE BID ITEM B MINUS ELEVATOR, ALL ASSOCIATED EQUIPMENT,

AND DOORS TO ACCESS ELEVATOR. REFER TO ELECTRICAL DRAWINGS. OPENINGS IN

CMU WALL SHALL BE CONSTRUCTED AS INDICATED TO ACCOMMODATE THE FUTURE

PROVISION OF ELEVATOR AND SHALL BE FULLY INFILLED. WALL FINISH SHALL BE

INSTALLED WHERE ELEVATOR DOOR WAS TO BE INSTALLED.

ALL WORK IN ALTERNATE BID ITEM C EXECPT PROVIDE PRE-TOPPED SLAB IN LIEU OF

FIELD-TOPPED. REFER TO STRUCTURAL DRAWINGS.

ALL WORK IN ALTERNATE BID ITEM D MINUS CONSTRUCTION PAST COLUMN LINE '2' ON

THE 2ND TIER, BY APPROXIMATELY 20 PARKING SPACES. THIS INCLUDES THE

REMOVAL OF ALL ASSOCIATED ELEMENTS INCLUDING THE 3RD LEVEL OF ELEVATOR

AND STAIR TOWER, DOORS, STAIRS, WINDOWS, ETC. CONTRACTOR SHALL ENSURE

THAT CERTAIN ELEMENTS REQUIRED AT THE TOP LEVEL OF THE GARAGE SHALL BE

MOVED TO THE 2ND TIER, INCLUDING LIGHTS, SNOW REMOVAL GATE, ROOFS, ROOF

DRAINS, AND SIMILAR ITEMS. TO ACCOMMDATE THIS CHANGE, A ROOF SHALL BE

REQUIRED ABOVE THE ELEVATOR CONTROL ROOM ON THE 2ND TIER, INCLUDING A

SCUPPER, AND AN EGRESS STAIR SHALL BE REQUIRED AT THE TOP OF THE 2ND TIER.

PRICING SHALL INCLUDE ALL NECESSARY ELEMENTS.

A.

B.

C.

D.

E.

REFER TO DRAWINGS FOR ADDITIONAL 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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\K n ie h a u s \D o c u m e n ts

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GI100

COVER SHEET

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

SHEET LIST

SHEET

NUMBER SHEET NAME

GENERAL

GI100 COVER SHEET

GI101 CODE ANALYSIS

GI102 LIFE SAFETY PLANS

CIVIL

CI001 GENERAL NOTES

VF101 TOPOGRAPHIC MAP

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 ROUNDABOUT MODIFICATIONS PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CG101 GRADING PLAN

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CJ101 EROSION CONTROL PLAN

CJ501 EROSION CONTROL DETAILS

CW101 SITE WAYFINDING PLAN

CW501 SITE WAYFINDING DETAILS

STRUCTURAL

SI001 GENERAL NOTES

SI002 GENERAL NOTES

SI003 LOAD INFORMATION

SI004 FUTURE EXPANSION INFORMATION

SB100 FOUNDATION PLAN - STRUCTUURAL

SB501 FOUNDATION & SLAB ON GRADE DETAILS - STRUCTURAL

SB502 FOUNDATION DETAILS - STRUCTURAL

SB601 FOUNDATION SCHEDULE & TYPICAL DETAILS - STRUCTURAL

SF101 LEVEL 1 PLAN - STRUCTURAL

SF102 LEVEL 2 PLAN - STRUCTURAL

SF103 LEVEL 3 PLAN - STRUCTURAL

SF201 STRUCTURAL ELEVATIONS

SF301 BUILDING SECTIONS - STRUCTURAL

SF401 NORTHWEST STAIR-ELEVATOR ENLARGED PLANS - STRUCTURAL

SF411 SOUTHEAST STAIR-ELEVATOR ENLARGED PLANS - STRUCTURAL

SF511 PCC COLUMN DETAILS - STRUCTURAL

SF521 PCC FRAMING DETAILS - STRUCTURAL

SF522 PCC FRAMING DETAILS - STRUCTURAL

SF531 TYPICAL PCC BEAM DETAILS - STRUCTURAL

SF532 PCC WALL & CONNECTION DETAILS - STRUCTURAL

SF541 WATERPROOFING DETAILS - STRUCTURAL

SF551 STANDARD & MISCELLANEOUS DETAILS - STRUCTURAL

SF561 ENLARGED PLAN DETAILS - STRUCTURAL

SF562 ENLARGED PLAN DETAILS - STRUCTURAL

SF563 ENLARGED PLAN DETAILS - STRUCTURAL

SF611 LOADING DIAGRAMS - STRUCTURAL

ARCHITECTURE

AS001 ARCHITECTURE SYMBOLS AND ABBREVIATIONS

AS101 LEVEL 1 FLOOR PLAN

AS102 LEVEL 2 FLOOR PLAN

AS103 LEVEL 3 FLOOR PLAN

AS121 ROOF PLAN

AS201 BUILDING ELEVATIONS

AS202 BUILDING ELEVATIONS

AS203 ENLARGED BUILDING ELEVATIONS - ST#1

AS204 ENLARGED BUILDING ELEVATIONS - ST#2

AS311 WALL SECTIONS AND DETAILS

AS312 STAIR SECTIONS, RAILING ELEVATIONS, AND DETAILS

AS401 ENLARGED PLANS AND STAIR SECTIONS - ST#1

AS402 ENLARGED PLANS AND STAIR SECTIONS - ST#2

AS601 OPENINGS SCHEDULES AND DETAILS

FUNCTIONAL

AP101 LEVEL 1 PLAN - ARCHITECTURAL PARKING

AP102 LEVEL 2 PLAN - ARCHITECTURAL PARKING

AP103 LEVEL 3 PLAN - ARCHITECTURAL PARKING

AP501 STRIPING & PAINTED GRAPHICS - ARCHITECTURAL PARKING

AP511 SIGN MOUNTING DETAILS - ARCHITECTURAL PARKING

PLUMBING

PP001 PLUMBING LEGEND, ABBRV'S, AND GENERAL NOTES

PP100 FOUNDATION PLUMBING PLAN

PP101 LEVEL 1 PLUMBING PLAN

PP102 LEVEL 2 PLUMBING PLAN

PP103 LEVEL 3 PLUMBING PLAN

PP901 PLUMBING RISER

MECHANICAL

MH001 MECHANICAL NOTES, DETAILS, AND LEGEND

MH401 MECHANICAL PLAN, DETAILS, AND SCHEDULES

ELECTRICAL

EE001 ELECTRICAL NOTES, LEGENDS AND LIGHT FIXTURE SCHEDULE

ES101 ELECTRICAL SITE PLAN

EE101 LEVEL 1 ELECTRICAL PLAN

EE102 LEVEL 2 ELECTRICAL PLAN

ES103 LEVEL 3 ELECTRICAL PLAN

EE401 ELECTRICAL ENLARGEMENTS

EE501 ELECTRICAL DETAILS

EE502 ELECTRICAL DETAILS AND LAN RISERS

EE601 ELECTRICAL SINGLE-LINE AND SCHEDULES

THE CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, ILLINOIS

CONSTRUCT NEW PARKING GARAGE

Contact:Contact:

APOGEE CONSULTING GROUP, PA

Alex Kramer

Engineer

MECHANICAL,

ELECTRICAL &

PLUMBING

CARL WALKER, A DIVISION OF WGI

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

CIVIL

ENGINEER

FEDERAL HEALTH CARE SYSTEM

Gregory Fowler

Project COR

3001 Green Bay Rd.

North Chicago, IL 60068 p: 224 610 3572 e: Gregory.Fowler@va.gov

OWNER

GUIDON DESIGN INC.

ARCHITECT

1511 Kildaire Farm Road, Suite 120 Cary, NC 27511 p:919-535-3958 e: akramer@acg-pa.com

Contact:Contact:Contact:

Doug Gannon

Structural Engineer

Kyle Cyr

Project Manager

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 110 e: kcyr@guidondesign.com

Tyler Sanders

Architect

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 126 e: tsanders@guidondesign.com

8910 Purdue Road Suite 400 Indianapolis, IN 46268 p: 317-860-5133 e: dgannon@wginc.com

BID DOCUMENT

Revisions: Date:

GOVERNING CODES:

ICC, International Building Code, 2015 edition (IBC) NFPA 101, Life Safety Code, 18th edition, 2018 (LSC) NFPA 10, Standard for Portable Fire Extinguishers, 18th edition, 2017 NFPA 14, Standard for the Installation of Standpipe and Hose System, 2016 edition NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2016 edition NFPA 72, National Fire Alarm Code, 2016 edition NFPA 70, National Electric Code, 17th edition, 2017 NFPA 80, Standard for Fire Doors and Other Opening Protectives, 16th edition, 2016 NFPA 88A, Standard for Parking Structures, 2015 edition NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating Systems, 2018 ediition NFPA 220, Standard Types of Building Construction, 2018 edition NFPA 291, Recommended Practice for Fire Flow Testing and Marking of Hydrants, 2016 edition ASTM E2072-04, Specification for Photoluminescent (Phosphorescent) Safety Markings, 2014 edition

International Plumbing Code 2015 edition ASHRAE 90.1 IP -2016 edition

ASHRAE 62.1 – 2016

ICC A117.1 Standard on Accessible & Usable Buildings and Facilities 2017 2010 ADA Standards for Accessible Design

ASCE-07-10

ACI 318-14

ACI 530-13

AISC 341-10

AISC 360 2016 edition PCI MNL 120, Design Handbook 7th edition, 2012

VA Parking Design Manual & Demand Model, April 2013 VA Barrier Free Design Guide Architectural Electrical

HVAC

Plumbing Site and Landscape Auto Transport Interior Design Structural Sanitary Fire Protection, Seventh Edition December 2015 Facilities Physical Security Design Manual: Life-Safety Protected Sustainability Guidelines

VA DESIGN MANUALS:

A. OCCUPANCY CLASSIFICATION

1. The parking garage is classified as low-hazard storage facilities, a Group S-2 Occupancy, and as an ordinary hazard by NFPA 101 42.8.1.5

2. The parking garage is considered an OPEN PARKING STRUCTURE openings shall comply with the following:

a. Open Parking Structure: A parking structure that meets the requirements of NFPA 88A Section 5.5

i. Each parking level shall have wall openings to the atmosphere for an area of not less than 1.4 square feet for each linear foot of the exterior perimeter.

ii. Opening shall be distributed over a minimum of 40% of the building perimeter or uniformly over two opposing sides.

iii. Interior wall lines and columns shall be at least 20% open, with openings distributed to provide ventilation.

3. This parking garage is classified as a Ramp Type Parking Structure: A parking Structure that utilizes sloped ramps for vertical vehicle circulation per NFPA 88A 4.1.3

B. CONSTRUCTION CLASSIFICATION

1. The parking garage is to be constructed in accordance with the provisions of NFPA 88A as defined in NFPA 220.

Construction type 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. In addition, per NFPA 88 5.1.4, Type II(000) is permitted to be of unlimited area where both the height does not exceed 75 feet and the horizontal distance from any point on any parking level to an exterior wall opening on a street, an alley, a courtyard or other similar permanent open space does not exceed 200 feet.

2. The Parking Garage has two levels above grade and is classified as an open parking structure. The construction classification is Type II(000) based upon the occupancy and area of the building.

3. Primary structural elements of Type II(000) buildings are not required to be rated. Primary structural elements supporting a roof are not required to be rated, and all floor construction are not required to be rated.

NFPA 220 Table 4.1.1

4. Primary structural members are considered to be bearing walls, columns, and the girders, beams, trusses and spandrels having direct connections to columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns and do not carry a gravity load are considered secondary members and are not part of the structural frame of a building

C. FIRE RESISTANCE RATED SEPARATIONS

The Garage will be designed as nonseparated mixed uses. Incidental uses are not anticipated, so no fire rated separation is required between occupancies. Interior building elements that require fire resistance ratings are listed below:

BUILDING ELEMENT FIRE RESISTANCE RATING CODE REFERENCE

Non-enclosed Exit Stairs (Provided) 0 NFPA 88A, 4.1.5 Enclosed Exit Stairs (NOT PROVIDED) 1,2 NFPA 101 7.1.3.2.1

Ramps 0 NFPA 101 42.8.3.1.2

Other shafts which connect 2 or more stories 2 NFPA 101 42.8.3.1.2

Elevator machine rooms 2 NFPA 101 7.15.7.1

Emergency generator (if provided) 2 NFPA 70

(1) Supporting structural members (located within one structural bay) must have the same fire resistance rating. The fire resistance rating must be carried through all structural members; extending to the foundation. In addition, the shaft construction must maintain the same fire rating as the floor construction (1 Hr rated).

(2) 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.

1. Mechanical equipment rooms incidental to the use of the building are not required to be separated by an occupancy separation. Special hazard rooms such as general storage and furnace/boiler rooms and electrical switchgear rooms shall be separated per NFPA 70 and potentially IBC Table 508.2.

2. Cashier and attendant booths are not required to be separated. NFPA 88A 5.2.4.

3. 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.

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 Machine Rooms 2 (NFPA 7.14.7.1) 1.5(90)

Vertical Shafts (including enclosed exit stairways)0 (NFPA 101 42.8.3.1.2) 0

Fire Barriers 1 .75(45) 2 1.5(90) 3 3(180)

Piping, conduit, and wire penetrations of fire rated construction will be protected by materials or systems of the same hourly rating listed by Underwriters Laboratories (UL), Factory Mutual (FM), or a National Recognized Testing Laboratory (NRTL). Duct, air transfer openings, and other penetrations through floors, shaft enclosures and other fire rated construction will be protected in accordance with the LSC and the IBC.

CODE ANALYSIS

D. BUILDING PLACEMENT

The code requires the exterior walls of buildings to be protected from one another based on the fire separation distance between buildings, or to a lot line. Fire separation distance is defined as the distance measured from the face of a building to one of the following three points:

1. The closest interior lot line;

2. To the centerline of a street, an alley or public way, or;

3. To an imaginary line between two buildings on the property.

No fire rated separation is required where the parking structure is separated by 10 feet. NFPA 88A 5.2.2

E. INTERIOR FINISH

Interior wall and ceiling finish to be designed in accordance with the NFPA 101, 42.8.3.3.3.

1. Class A, B and C finish is permitted for interior walls and ceilings in rooms, and corridors. Class A or B finish is permitted for exits.

2. Per the IBC Section 406.2.6 all floor surfaces shall be of concrete or other similar non-combustible and non-absorbent materials. Floor Finish shall not be less than Class II.

F. EGRESS LIGHTING AND EXIT SIGNAGE

Emergency egress lighting will be provided throughout the common portions of the means of egress in accordance with The Life Safety Code Code section 42.8.2.8, 42.8.2.9 and 42.8.2.10.

1. These areas include drive lanes, corridors, exit access spaces within areas requiring two (2) or more means of egress, the lobby/entrance areas, exit stairs, and the exit discharge areas (including exterior locations until the public way).

2. Each required exit will be identified with an exit sign, including exit access, and within areas requiring multiple exits. Directional exit signs will also be provided to direct occupants toward the closest exit so that no occupant is more than 100 feet from an exit sign.

3. The egress lighting and exit signs will be provided with a secondary source of power in the event that the primary power source is disrupted. The secondary power source will consist of either internal batteries or a connection to an emergency power system.

G. MEANS OF EGRESS

Means of egress shall be in compliance with NFPA 101 and as modified by NFPA 88A. Egress requirements are based upon a non-sprinklered building. Exits must be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an exterior exit ramp, may not exceed the distances allowed by the Code.

Egress requirements are outlined below.

1. Maximum travel distance: open parking garage – 300 feet ( NFPA 101 Table 42.8.2.6.1 )

2. Common path of travel: 50 feet ( NFPA 101 Table 42.8.2.5.1 )

3. Dead ends: 50 feet ( NFPA 101 Table 42.8.2.5.2 )

4. Number of exits: At least two exits shall be provided from every floor/tier. In certain conditions ramps may be substituted for an egress stair. ( NFPA 101 Table 42.8.2.4 )

5. Egress Width Factor: NFPA 101 Table 7.3.3.1 requires a minimum egress width of 0.2 in per occupant for doors, ramps, and corridors and a minimum egress width of 0.3 in per occupant for stairs.

6. Occupant Load factor: NFPA 101 Table 7.3.1.2 requires an Occupant load factor of 500 s.f. per person be applied to storage use type facilities other than storage and mercantile occupancies. Parking garages are classified by chapter 42 of the NFPA 101 as storage type occupancies. IBC Table 1004.1.2 requires an occupant load factor of 200 for parking garages

7. Remoteness of exits: Where two or more exits or exit access doorways are required from any portion of the exit access, at least two of the exit doors or exit access doorways must be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways.

8. Stairs Design ( per theNFPA 101 7.2.2):

9. Maximum Riser Height: 7 inches (NFPA 101 Table 7.2.2.2.1.1(a))

Minimum Tread Length: 11 inches (NFPA 101 Table 7.2.2.2.1.1(a)) Minimum Stair Width: 44 inches (NFPA 101 Table 7.2.2.2.1.2(B)) Guard: 42 inches( Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.) (NFPA 101 7.2.2.4.6.2) Handrail: 34-38 inches (NFPA 101 7.2.2.4.5.1) Minimum Clearance: 6 feet 8 inches (Measured vertically from nose of tread.)

Signage: Required at each floor level (NFPA 101 7.2.2.5.4)

10. Ramp Design: per the NFPA 101 7.2.5):

Maximum Slope: 1/12 (NFPA 101 Table 7.2.5.3(a)) Guard: 42 inches(Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.) (NFPA 101 7.2.2.4.6.2) 4 inch curbs required for drop off edge of ramp

Handrail: 34-38 inches (required for ramps with more than a 6 inch rise) (NFPA 101 7.2.2.4.5.1)

11. Areas Of Refuge: Not required in open parking garages (NFPA 101 42.8.2.2.9.2)

H. EMERGENCY ELEVATOR OPERATION

Elevator will have a Smoke detector, located in its respective lobby, on each floor level where the lobby is enclosed. A heat detector is permitted where the lobby is open to the environment. Upon activation of a lobby heat detector or machine room smoke detector, the elevators served by that lobby or machine room will be recalled to the main level of the building, one at a time. In the event that the alarm is on this designated level, the elevators will be recalled one at a time to an alternate level. It is proposed to recall only the elevator or group of elevators served by the affected lobby or elevator machine room.

After returning to the appropriate level, the elevators will stop, the doors will open, and the elevators will be rendered inoperable without the use of the fireman's key or until such time that they are manually reset to the normal operating mode. This mode of operation is provided for fire department use to allow for access to all levels served by the elevators.

I. Automatic Sprinkler System Not required in open parking garages (NFPA 101 42.8.3.5 and NFPA 88A 6.4.4)

J. Standpipes Class I Standpipes are not required in open parking garages not exceeding 50 feet in height PER NFPA 88A 6.5.1

K. PORTABLE FIRE EXTINGUISHERS

1. Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance with NFPA 10, 2013 edition. 75' Spacing

L. Fire alarm system Not required per NFPA 101 42.8.3.4.1.2. and IBC 907.2

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

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V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

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P

M

GI101

CODE ANALYSIS

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

2 OF 80Revisions: Date:

STAMP

UP

L F

OF

FD

N

DR

AI

N

.5

DN

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FE

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

SMOKE PARTITION

B

1500 SF

2 HR. - FIRE SEPARATION

208 SF

S

153 SF

S

94 SF

S

277 SF

S

DIAGONAL DISTANCE = 289'-2"

TRAVEL DISTANCE = 152'-6"

EXIT SEPARATION = 242'-0"

EXIT

EXIT

EXIT

139 SF

S

27355 SF

200137

S

EXIT

DISCHARGE AT

GRADE

DIAGONAL DISTANCE = 289'-2" EXIT SEPARATION = 242'-0"

TRAVEL DISTANCE = 149'-4"

EXIT

EXIT

30439 SF

200153

S

164 SF

S

79 SF

S

DIAGONAL DISTANCE = 289'-2"

2ND TIER LEVEL BELOW

EXIT SEPARATION = 242'-0"

TRAVEL DISTANCE = 162'-0"

EXIT BELOW

EXIT BELOW

11239 SF

20059

S

196 SF

S

ISOMETRIC KEYPLAN

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

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

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

M/E/P Engineers: Structural Engineer:

C U s e rs

\t s a n d e rs

\D o c u m e n ts

\1 .1

V A

N o rt h C h ic a g o ts a n d e rs g u id o n d e s ig n .c o m

.r v t

/7

/2

:3

:3

A

M

GI102

LIFE SAFETY PLANS

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100

Indianapolis, IN 46204

(317) 800-6388

Apogee Consulting Group, PA

1511 Kildaire Farm Road, Suite 120

Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 TS KN

BID DOCUMENT

NOT SPRINKLERED

Carl Walker, a Division ofWGI

8910 Purdue Road, Suite 400

Indianapolis, IN 46828

(317) 735-3349

LIFE SAFETY OCCUPANCY

AREA SF OCC OCC FACTOR # OF OCC

Not Placed

ELEV MACHINE Not Placed S 200 1

0 SF 1

LEVEL 1

ELECTRICAL 208 SF S 200 1

OIT 153 SF S 200 1

SECURITY 94 SF S 200 1

STORAGE 277 SF S 200 2

LOBBY 139 SF S 200 1

PARKING 27355 SF S 200 137

28226 SF 143

LEVEL 2

PARKING 30439 SF S 200 153

LOBBY 164 SF S 200 1

Area 79 SF S 200 1

30682 SF 155

LEVEL 3

PARKING 11239 SF S 200 59

LOBBY 196 SF S 200 1

11435 SF 60

70343 SF 359

GROSS BUILDING AREA

FLOOR SF

LEVEL 1

GROSS FLOOR AREA 30111 SF

LEVEL 2

GROSS FLOOR AREA 32064 SF

LEVEL 3

GROSS FLOOR AREA 12325 SF

74499 SF

SCALE: 3/64" = 1'-0"GI102

1 LEVEL 1 LIFE SAFETY PLAN

SCALE: 3/64" = 1'-0"GI102

2 LEVEL 2 LIFE SAFETY PLAN

SCALE: 3/64" = 1'-0"GI102

3 LEVEL 3 LIFE SAFETY PLAN

NN

N

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

804 OF

CI001

CAVIN DRIVE

NOTES

Elevations refer to NAVD 1988 Datum.

Starting benchmark is HARN monument LAK137 1B with an elevation of 700.76 feet.

Horizontal coordinates refer to the North American Datum of 1983 (NAD83) State Plane Coordinate System.

( IN FEET )

GRAPHIC SCALE

0 40201010

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

VF101

TOPOGRAPHIC MAP

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

Project Director

1/9/2019 ERS CRWRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

TOPOGRAPHIC MAP

CAPTAIN JAMES A LOVELL FEDERAL HEALTH CARE CENTER BEING PART OF THE SOUTHEAST

1/4 OF SECTION 8, TOWN 44 NORTH, RANGE 12 EAST, LAKE COUNTY, ILLINOIS.

AUGUST 4, 2017 GUIDON DESIGN DRAWING NO.167135 - CRW

C A

V

IN

D R

IV

E

0 4020

N

DEMOLITION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

806 OF

CD101

V

IN

D R

IV

E

0 4020

N

SITE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

807 OF

CS101

0 4020

N

ROUNDABOUT MODIFICATIONS

PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

808 OF

CS102

SITE DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

CS501

9 OF

SITE DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

10 OF

CS502

V

IN

D R

IV

E

0 4020

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

GRADING PLAN

11 OF

CG101

V

IN

D R

IV

E

0 4020

N

UTILITY PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

CU101

12 OF

UTILITY DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

MODEL 3620WQA12 SHOWN AS BASIS OF DESIGN. CONTRACTOR MAY SUBMIT ALTERNATE

PRODUCT FOR APPROVAL PROVIDED THAT PRODUCT MEETS THE MINIMUM PERFORMANCE

OF 80% TSS PARTICLE REMOVAL AT A TREATMENT FLOW OF 1.5 CFS.

CONTRACTOR MUST SUBMIT SHOP DRAWINGS PER SPECIFICATION 01 33 23 REGARDLESS

OF CHOSEN UNIT. SHEETS CS501 AND CS502 DO NOT CONSTITUTE SHOP DRAWINGS.

CU501

13 OF

UTILITY DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

CU502

14 OF

V

IN

D R

IV

E

0 4020

N

EROSION CONTROL PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

CJ101

15 OF

EROSION CONTROL DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

CJ501

16 OF

V

IN

D R

IV

E

0 4020

N

SITE WAYFINDING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

8017 OF

CW101

SITE WAYFINDING DETAILS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENT

NOT SPRINKLERED

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 Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Guidon Design, Inc.

905 North Capitol Avenue, Suite 100 Indianapolis, IN 46204

(317) 800-6388

M/E/P Engineers:

Apogee Consulting Group, PA 1511 Kildaire Farm Road, Suite 120 Cary, NC 27511

(919) 858-7420

NEW PARKING GARAGE AT THE

CAPTAIN JAMES A. LOVELL

FEDERAL HEALTH CARE CENTER

NORTH CHICAGO, IL

556-305

1/9/2019 CMB DSMRevisions: Date:

Structural Engineer:

Carl Walker, Inc.

8910 Purdue Road, Suite 400 Indianapolis, IN 46268

(317) 735-3349

CW501

EMERGENCY

Main Hospital & Clinics

Building 123

Parking Garage/Valet Parking

Bourke Hall/Edu. Ctr.-Bldg. 4

Freedom Square-Bldg. 134

Building 131

Domiciliary-Bldgs. 7, 11, 66

Warehouse-Building 138

Buildings 1, 3, 5, 6, 9

Buildings 46, 48, 132

Buckley Rd. Exit

Parking Garage

Patient / Staff Lot

H Serves:

Buildings 133, 134, 135

Violators cited and towed at owner's expense

Patient / Staff Lot

H Serves:

Buildings 133, 134, 135

Violators cited and towed at owner's expense

Green Bay Rd. Exit

Green Bay Rd. Exit

Building 135

Bourke Hall/Edu. Ctr.-Bldg. 4

Building 131

Domiciliary-Bldgs. 7, 11, 66

Warehouse-Building 138

Buildings 1, 3, 5, 6, 9

Buildings 46, 48, 132

Buildings 46, 48, 132

Heroes Harbor

Kennedy Day Care Center

Building 135

Parking Garage

Green Bay Rd. Exit

18 OF

DIVISION 01 - GENERAL REQUIREMENTS

1.1 ALL DESIGN SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

A. 2015 INTERNATIONAL BUILDING CODE

1.2 SPECIAL INSPECTIONS

A. THE CONTRACTOR, ON BEHALF OF THE VA, SHALL EMPLOY ONE OR MORE SPECIAL

INSPECTORS WHO SHALL PROVIDE INSPECTIONS AND MATERIALS TESTING DURING

CONSTRUCTION. ALL SPECIAL INSPECTIONS AND TESTING SHALL CONFORM TO THE

REQUIREMENTS OF SPEC 01 45 29, AND IBC 2015.

B. SPECIAL INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING

OFFICIAL. SPECIAL INSPECTIONS SHALL NOT RELIEVE THE VA AND CONTRACTOR FROM

REQUESTING THE BUILDING OFFICIAL'S INSPECTIONS REQUIRED BY IBC SECTION 110.

C. SPECIAL INSPECTORS SHALL BE GIVEN PROPER NOTICE AND ACCESS TO THE SITE TO

PERFORM TESTING AND INSPECTION AS NECESSARY.

D. REQUIRED CATEGORIES OF SPECIAL INSPECTIONS:

1. STEEL CONSTRUCTION (IBC SECTION 1705.2)

HIGH STRENGTH BOLTING

COLD-FORMED STEEL DECK

2. CONCRETE CONSTRUCTION (IBC SECTION 1705.3)

CAST-IN-PLACE CONCRETE

REINFORCING STEEL

CAST-IN FABRICATED HARDWARE

POST-INSTALLED ANCHORS

PRECAST CONCRETE ERECTION

3. MASONRY CONSTRUCTION (IBC SECTION 1705.4)

4. SOILS (IBC SECTION 1705.6)

5. BARRIER CABLE INSTALLATION AND STRESSING

E. FAILURE TO PERFORM SPECIAL INSPECTIONS AND MATERIALS TESTING FOR THE INDICATED

CONSTRUCTION OR FAILURE TO CORRECT NON-CONFORMING WORK SHALL CONSTITUTE A

BASIS FOR REJECTION OF THE WORK AND ITS REMOVAL AND REPLACEMENT BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE VA, INCLUDING BUT NOT LIMITED TO:

1. COST OF REMOVAL AND REPLACEMENT OF ALL WORK FOR WHICH SPECIAL

INSPECTION/TESTING WAS REQUIRED BUT NOT PERFORMED, INCLUDING THE COST OF

SPECIAL INSPECTION/TESTING FOR THE REPLACEMENT WORK.

2. THE COST OF ALL RELATED WORK MADE NECESSARY BY THE REMOVAL AND

REPLACEMENT OF THE DEFICIENT WORK DESCRIBED IN ITEM 1 ABOVE.

3. THE COST FOR DESIGN PROFESSIONAL SERVICES RELATED TO ALL WORK IDENTIFIED IN

ITEMS 1 AND 2 ABOVE.

F. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:

1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO VERIFY THAT IT

CONFORMS TO THE CONTRACT DOCUMENTS.

2. THE SPECIAL INSPECTOR SHALL NOT AUTHORIZE OR APPROVE DEVIATIONS FROM THE

CONTRACT DOCUMENTS. ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS MUST BE

INITIATED BY THE CONTRACTOR VIA A WRITTEN REQUEST FOR INFORMATION (RFI) AND

APPROVED BY THE ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK.

3. THE SPECIAL INSPECTOR SHALL FURNISH WRITTEN INSPECTION REPORTS TO THE

ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF CORRECTIONS ARE NOT MADE,

THE BUILDING OFFICIAL AND ENGINEER AND/OR ARCHITECT SHALL BE NOTIFIED.

4. UPON COMPLETION OF THE WORK, THE ENGINEER AND/OR ARCHITECT SHALL

COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT, TO THE BEST OF

THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE CONTRACT

DOCUMENTS, AND THE APPLICABLE PROVISIONS OF THE BUILDING CODE.

1.3 BUILDING CLASSIFICATION

A. IBC USE AND OCCUPANCY CLASSIFICATION:

LOW-HAZARD STORAGE, GROUP S-2

OPEN PARKING GARAGE

B. TYPE OF CONSTRUCTION IIB

C. UNPROTECTED, WITHOUT SPRINKLERS

D. AREA PER TIER 32,000 SQ. FT.

E. RAMP ACCESSIBLE TIERS 3

1.4 FIRE RESISTANCE

A. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (IBC TABLE 601)

1. STRUCTURAL FRAME 0 HRS

2. BEARING WALLS:

i. EXTERIOR 0 HRS

ii. INTERIOR 0 HRS

3. NONBEARING WALLS AND PARTITIONS:

i. EXTERIOR 0 HRS

ii. INTERIOR 0 HRS

1.5 SERVICE LOADING AND DESIGN PARAMETERS - ASCE7-10 OR AS SPECIFIED HEREIN

A. RISK CATEGORY II

B. LIVE LOADING:

1. SUPPORTED PARKING AND DRIVE AREAS:

i. UNIFORM LOAD 40 PSF

ii. CONCENTRATED LOAD ACTING ON 20 SQ. IN. AREA 3,000 LBS

2. SLAB ON GRADE:

i. UNIFORM LOAD 100 PSF

ii. CONCENTRATED LOAD ACTING ON 20 SQ. IN. AREA 3,000 LBS

3. STAIRS AND EXITS:

i. UNIFORM LOAD 100 PSF

ii. CONCENTRATED LOAD ACTING ON 4 SQ. IN. AREA 300 LBS

4. HANDRAILS AND GUARDS:

i. UNIFORM LOAD 50 PLF

ii. CONCENTRATED LOAD 200 LBS

5. INTERMEDIATE RAILS, BALUSTERS, AND PANEL FILLERS:

i. CONCENTRATED LOAD ACTING ON 1 SQ. FT. AREA 50 LBS

6. VEHICLE BARRIER SYSTEMS

i. CONCENTRATED LOAD ACTING ON 1 SQ. FT. AREA

AT 18 OR 27 INCHES ABOVE FINISHED FLOOR 6,000 LBS

7. LIVE LOAD REDUCTION:

i. MAXIMUM LOAD REDUCTION FOR MEMBERS

SUPPORTING TWO OR MORE LEVELS 20 %

C. SNOW LOADING:

1. GROUND SNOW LOAD (Pg) 25.0 PSF

2. FLAT ROOF SNOW LOAD (Pf) 21.0 PSF

3. EXPOSURE FACTOR (Ce) 1.0

4. THERMAL FACTOR (Ct) 1.2

5. IMPORTANCE FACTOR (Is) 1.0

D. WIND LOADING:

1. BASIC WIND SPEED (V) 115 MPH

2. EXPOSURE CATEGORY B

4. INTERNAL PRESSURE COEFFICIENT (GCpi) +/- 0.18

5. COMPONENTS AND CLADDING DESIGN PRESSURES

i. ROOF - ZONE 1 NA -39.7 PSF

ii. ROOF - ZONE 2 NA -62.2 PSF

iii. ROOF - ZONE 3 NA -84.8 PSF

iv. WALL - ZONE 4 +27.1 -27.1 PSF

v. WALL - ZONE 5 +27.1 -49.7 PSF

E. SEISMIC LOADING:

1. IMPORTANCE FACTOR (Ie) 1.0

2. SPECTRAL RESPONSE ACCELERATIONS

i. SHORT PERIODS (SS) 0.115 %g

ii. 1 SEC PERIOD (S1) 0.056 %g

3. SITE CLASS C

4. DESIGN SPECTRAL RESPONSE ACCELERATIONS

i. SHORT PERIODS (SDS) 0.092 %g

ii. 1 SEC PERIOD (SD1) 0.063 %g

5. DESIGN CATEGORY A

6. SEISMIC BEHAVIOR:

i. NORTH/SOUTH DIRECTION:

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE

SEISMIC FORCE RESISTING SYSTEM:

ORDINARY PRECAST SHEAR WALLS

BASE SHEAR (V) 365 KIPS

RESPONSE COEFFICIENT (Cs) 0.010

RESPONSE MODIFICATION FACTOR (R) 4

ii. EAST/WEST DIRECTION:

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE

SEISMIC FORCE RESISTING SYSTEM:

ORDINARY PRECAST SHEAR WALLS

BASE SHEAR (V) 365 KIPS

RESPONSE COEFFICIENT (Cs) 0.010

RESPONSE MODIFICATION FACTOR (R) 4

F. VOLUMETRIC CHANGE LOADING - PCI MNL-120-10 (CHAPTER 4)

1. MAXIMUM SEASONAL CLIMATIC TEMPERATURE CHANGE 65 °F

2. ANNUAL AVERAGE AMBIENT RELATIVE HUMIDITY 74 %

1.6 FUTURE EXPANSION

A. THIS STRUCTURE IS DESIGNED FOR BOTH HORIZONTAL AND VERTICAL EXPANSION. THE

STRUCTURE IS DESIGNED FOR VERTICAL EXPANSION TO 6 FULL PARKING LEVELS AND A

PARTIAL 7TH LEVEL. ALSO, THE CURRENT 2-BAY GARAGE IS DESIGNED TO BE A 3-BAY GARAGE

BY ADDING AN ADDITIONAL PARKING BAY ON THE SOUTH.

1.7 MINIMUM HEADROOM CLEARANCE

A. SIGNED CLEARANCE:

1. ALL LEVELS 8'-2"

B. MINIMUM STRUCTURAL CLEARANCE:

2. ALL LEVELS 8'-4"

1.8 DRAINAGE

A. PROVIDE AS INDICATED BY PLAN ELEVATIONS WITH 1 1/2% MINIMUM SLOPE ON

PARKING SURFACES WHERE ELEVATIONS NOT INDICATED

1.9 DATUM

A. ALL STRUCTURAL ELEVATIONS ARE REFERENCED FROM MEAN SEA LEVEL (MSL) UNLESS

NOTED OTHERWISE

1.10 CORROSION PROTECTION SYSTEM

A. CORROSION PROTECTION SYSTEM IS BASED ON CRITERIA PRESENTED IN ACI 362.1R "GUIDE

FOR THE DESIGN AND CONSTRUCTION OF DURABLE CONCRETE PARKING STRUCTURES" FOR

ZONE III EXPOSURE

1. PRECAST, FIELD-TOPPED STRUCTURE WITH CONCRETE SEALER, CORROSION INHIBITOR,

EPOXY COATED REINFORCEMENT, LOW PERMEABILITY, AND SPECIAL COVER

REQUIREMENTS AS SPECIFIED HEREIN

2. CONCRETE ACCESSORIES TO BE HOT-DIP GALVANIZED AND/OR STAINLESS STEEL AS

SPECIFIED HEREIN

1.11 CONSTRUCTION NOTES

A. GENERAL

1. WHERE DIMENSIONS ARE INDICATED FOR EXISTING STRUCTURES, THEY ARE

APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY IN FIELD (VIF)

ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. ANY VARIATIONS

BETWEEN EXISTING DIMENSIONS AND/OR ELEVATIONS ON DRAWINGS SHALL BE

REPORTED TO ENGINEER.

2. ALL OMISSIONS OR CONFLICTS AMONG VARIOUS ELEMENTS OF DRAWINGS AND/OR

SPECIFICATIONS SHALL BE REPORTED TO ENGINEER BEFORE PROCEEDING WITH ANY

WORK.

3. VERIFY AND COORDINATE LOCATION AND SIZE OF ALL OPENINGS AND SLEEVES

THROUGH FLOORS, WALLS, AND ROOFS WITH RESPECTIVE SUBCONTRACTOR

(MECHANICAL, ELECTRICAL, HVAC, ETC.)

4. VERIFY STRUCTURAL ELEVATIONS AND DIMENSIONS WITH RESPECTIVE OTHER TRADES

AND DRAWINGS.

5. VERIFY LOCATION OF SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS, AND OTHER

RELATED ITEMS.

6. NO STRUCTURAL MEMBERS SHALL BE CUT OR PENETRATED FOR PIPES, DUCTS,

CONDUITS, ETC., UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY

ENGINEER.

7. FIELD VERIFY THE LOCATIONS OF EXISTING STRUCTURES, UTILITIES, ETC., AND NOTIFY

ENGINEER OF INTERFERENCES NOT NOTED ON DRAWINGS.

8. FLOOR SLAB ELEVATIONS INDICATED ON DRAWINGS ARE ESTABLISHED TO PROVIDE

POSITIVE DRAINAGE AND PROVIDE REQUIRED HEADROOM CLEARANCE, REFER TO

SECTIONS 1.7 AND 1.8. NOTIFY ENGINEER OF GRADES INDICATED WHICH DO NOT ALLOW

FOR MINIMUM HEADROOM CLEARANCE.

DIVISION 02 - EXISTING CONDITIONS

DIVISION 03 - CONCRETE

3.1 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING:

A. ACI 318-14

B. ACI 362.1R-12

C. REFER TO SPECIFICATION SECTION 033000 FOR INFORMATION NOT LISTED HEREIN

3.2 CONCRETE

DESCRIPTION F'C (PSI)

MAXIMUM

CHLORIDE ION

MAX W/C

RATIO

AVERAGE

ENTRAINED AIR

FOOTINGS 4000 STD 0.30 0.50 N/A

WALLS 5000 CNA/SPA 0.15 0.40 6-1/2%

SLAB-ON-GRADE 4500 STD/SF 0.15 0.40 6-1/2%

TOPPING SLAB 5000 CNA/SPA 0.15 0.40 6-1/2%

ISLANDS & PADS 4000 STD/F 0.15 0.40 6-1/2%

ALL OTHERS 4000 STD 0.30 0.40 6-1/2%

NOTES:

(1) STD: DESIGNATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION SECTION

033000 WHICH DOES NOT REQUIRE SILICA FUME, GGBS/FLY ASH, OR CALCIUM NITRITE

ADMIXTURE

(2) CNA: DESIGNATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION SECTION

033000 WHICH CONTAINS 3 GAL/CY OF CALCIUM NITRITE CORROSION-INHIBITOR ADMIXTURE

(3) SPA: DESIGNATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION SECTION

033000 WHICH CONTAINS 20% MINIMUM FLY ASH BY WEIGHT OF CEMENT.

(4) SF: DESIGNATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION SECTION

033000 WHICH CONTAINS 4-1/2 LBS/CY OF STRUCTURAL MACRO FIBERS

(5) F: DESIGNATES A CONCRETE MIX DESIGN IN ACCORDANCE WITH SPECIFICATION SECTION

033000 WHICH CONTAINS 1-1/2 LBS/CY OF FIBRILLATED FIBER REINFORCEMENT OR 1 LBS/CY

MICROFILAMENT REINFORCEMENT

(6) ALL NORMALWEIGHT CONCRETE SHALL HAVE A DENSITY OF APPROXIMATELY 145 PCF UNLESS

NOTED OTHERWISE

(7) AVERAGE AIR-ENTRAINED VALUES ARE FOR IN-PLACE CONCRETE. TOLERANCE ON TOTAL AIR

CONTENT IS 1-1/2% PER ACI 318.

(8) ALL AIR-ENTRAINED CONCRETE SHALL INCLUDE 564 LBS/CY MINIMUM OF CEMENT. THE

WEIGHT OF SILICA FUME, GGBS, AND FLY ASH MAY BE INCLUDED WITH THE WEIGHT OF

CEMENT.

3.3 CEMENT

A. ASTM C 150 TYPE I OR III

3.4 AGGREGATES

A. ASTM C 33

3.5 MILD REINFORCEMENT

A. MILD REINFORCEMENT, ASTM A 615 GRADE 60

B. MILD REINFORCEMENT (LOW ALLOY WELDABLE), ASTM A 706 GRADE 60

C. MECHANICAL TENSION AND COMPRESSION SPLICES AS INDICATED ON DRAWINGS

D. MECHANICAL TERMINATION SIZES AS INDICATED ON DRAWINGS

E. EPOXY COATING FOR PLAIN AND DEFORMED MILD REINFORCEMENT, ASTM A 775

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

G. EPOXY COATING FOR PLAIN WELDED WIRE FABRIC, ASTM A 884

H. EPOXY COATING FOR DOWEL BARS SHALL BE THE SAME AS SPECIFIED FOR REINFORCEMENT

TO BE SPLICED

I. WELDING FOR REINFORCING STEEL, AWS D1.4

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

SPECIFIED HEREIN. SPECIFIC DRAWINGS AND DETAILS MAY OR MAY NOT INDICATE EPOXY

COATING OR UNCOATED REINFORCING. IN AREAS OF DISPUTE, THIS SCHEDULE SHALL

GOVERN IN ALL CASES.

DESCRIPTION COVER PROTECTION

FOOTINGS 3" UNCOATED

WALLS IN CONTACT WITH EARTH 2" UNCOATED

WALLS NOT IN CONTACT WITH EARTH 1-1/2" UNCOATED

FLOOR TOPPING 1-1/2" EPOXY COATED

SLAB-ON GRADE REINFORCING 2" FROM TOP UNCOATED

ISLANDS, HK PADS, CURBS, MISC. 1-1/2" EPOXY COATED

BACK-UP BARS, SUPPORT BARS, ETC. N/A EPOXY COATED

3.6 POST-INSTALLED MILD REINFORCEMENT

A. POST-INSTALLED REINFORCING BAR CONNECTIONS SHALL BE DESIGNED PER THE ACI 318

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. POST-INSTALLED

REINFORCING BAR CONNECTIONS SHALL CONSIST OF THE FOLLOWING ADHESIVE SYSTEMS AS

PROVIDED BY HILTI, INC. (OR APPROVED EQUAL). CONTACT HILTI AT (800) 879-8000 FOR

PRODUCT RELATED QUESTIONS.

B. POST-INSTALLED REINFORCING BAR CONNECTIONS IN CONCRETE

1. EPOXY SYSTEMS WITH SAFESET TECHNOLOGY:

i. HILTI HIT-RE 500 V3 SAFESET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE-CD OR

TE-YD), AND HILTI VC 20/40 VACUUM (VC 20-U OR VC 40-U) WITH POST-INSTALLED

STEEL REINFORCING BARS INSTALLED PER ICC ESR-3814

ii. HILTI HIT-HY 200 SAFESET SYSTEM WITH HILTI HOLLOW DRILL BIT (TE-CD OR

TE-YD), AND HILTI VC 20/40 VACUUM (VC 20-U OR VC 40-U) WITH POST-INSTALLED

STEEL REINFORCING BARS INSTALLED PER ICC ESR-3817

C. THE DESIGN OF STRAIGHT POST-INSTALLED REINFORCING BARS SHALL BE PERFORMED PER

THE DEVELOPMENT AND SPLICE LENGTH REQUIREMENTS OF THE ACI 318 BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE. THE POST-INSTALLED REINFORCING BAR

SYSTEM IS AN ALTERNATIVE TO CAST-IN-PLACE REINFORCING BARS GOVERENED BY ACI 318

AND IBC CHAPTER 19.

D. THE EPOXY SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE ICC-ES ACCEPTANCE

CRITERIA FOR POST-INSTALLED EPOXY ANCHORS IN CONCRETE ELEMENTS (AC308), TABLE 3.8.

TECHNICAL DATA SHALL BE PUBLISHED IN AN ICC-ES EVALUATION SERVICE REPORT SHOWING

COMPLIANCE WITH IBC.

1. ICC-ES ESR-3814 FOR HILTI HIT-RE 500 V3 EPOXY ANCHORS AND POST-INSTALLED

REINFORCING BAR CONNECTIONS IN CRACKED AND UNCRACKED CONCRETE.

2. ICC-ES ESR-3187 FOR HILTI HIT-HY 200 EPOXY ANCHORS AND POST-INSTALLED

REINFORCING BAR CONNECTIONS IN CRACKED AND UNCRACKED CONCRETE.

E. POST-INSTALLED REINFORCING BAR INSTALLATION…