A.02 17.1058.02 - RTA CD DRAWINGS Revised 21R4003 4.1.21.pdf

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE

ADD ALT AREA 'A'

ADD ALT AREA 'B'

ADD ALT AREA 'C'

SOLID WHITE AREA INDICATES BASE BID GARAGE

GENERAL NOTES

1. REFERENCE SPECIFICATION SECTION 01 35 26 FOR ICRA REQUIRED TO BE

PERFORMED ON THIS PROJECT

2. REFERENCE SPECIFICATION SECTION 01 91 00 FOR COMMISSIONING

REQUIREMENTS FOR THIS PROJECT.

3. SOILS REPORT IS PROVIDED FOR INFORMATION ONLY. ANY

RECOMMENDATIONS IN REPORT ARE NOT CONTRACTUAL.

ADD ALTERNATE A: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 12-13 AND A-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY. SEE ALT. AS SHOWN ON SHEETS (SF104A, AE150, FX103A, PP105A, EA104A) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 7 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE B: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 13-19 AND A-B ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, RAILINGS, DOORS, CURTAIN WALL, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY.

SEE ALT. AS SHOWN ON SHEETS (SF105, AE151, FX103B, PP105B, EA104B) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 14 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE C: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 13-19 AND B-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A AND B GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY. SEE ALT. AS SHOWN ON SHEETS (SF105A, AE152, PP105CD, EA104CD) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 14 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE D: ADD 4 STOP ELEVATOR IN STAIR TOWER 1 WHICH IS LOCATED BETWEEN GRID LINES 6 AND 8. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS, SIGNAGE AND WAYFINDING, HAND AND GUARDS RAILS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A, B AND C GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY.

SEE ALT. AS SHOWN ON SHEETS (SF301, AE152, MM104, PP105CD, EA104CD) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 28 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE E: ADDITIONAL LANDSCAPE DESIGN AS SHOWN ON SHEET LP102 AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 7 CALENDAR DAYS FOR THIS ALTERNATE.

TOTAL CONSTRUCTION TIME SHALL BE EXTENDED TO A TOTAL OF 460 CALENDAR DAYS IF ALL ADD ALTERNATES ARE AWARDED.

STATEMENT OF BID ITEMS LEGEND

A

X

B

C

D

E

SEE GI105 FOR ADDITIONAL INFORMATION

ADD ALTERNATES

BASE BID WORK INCLUDES NECESSARY REMOVAL OF EXISTING STRUCTURE AND APPURTENANCES FOR GENERAL CONSTRUCTION, ALTERATIONS, ROADS, WALKS, GRADING, DRAINAGE, LABOR, MATERIAL, AND EQUIPMENT TO CONSTRUCT THE GARAGE STRUCTURE, ELECTRICAL AND IT EXTENSIONS, ELEVATORS, STAIRS, SIGNAGE AND CERTAIN OTHER ITEMS AS SHOWN IN THE CONSTRUCTION DOCUMENTS.

CONTRACTOR SHALL HAVE 90 CALENDAR DAYS FROM THE CONSTRUCTION NOTICE TO PROCEED TO SUBMIT AND RECEIVE APPROVALS OF ALL SUBMITTALS. ONCE APPROVALS ARE OBTAINED, THE CONTRACTOR WILL HAVE 120 CALENDAR DAYS TO CONSTRUCT THE VERTICAL EXPANSION. ONCE THE VERTICAL EXPANSION IS COMPLETED, THE CONTRACTOR WILL HAVE 180 CALENDAR DAYS TO COMPLETE THE HORIZONTAL EXPANSION AND ALL REMAINING WORK. SEE GI106, CC002, AND CC003 FOR FURTHER PHASING REQUIREMENTS FOR THIS PROJECT. THE TOTAL CONTRACT TIME FOR THE BASE BID IS 390

CALENDAR DAYS.

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:

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GI000

COVER SHEET

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 AO TS

CONSTRUCTION

DOCUMENTS

Sheet List

Sheet Number Sheet Name

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS

GI102 LIFE SAFETY PLANS

GI103 LIFE SAFETY PLANS

GI104 LIFE SAFETY PLANS - ADD ALTERNATES

GI105 ADD ALTERNATES

GI106 PHASING NOTES AND DIAGRAMS

CIVIL

CC001 GENERAL NOTES

CC002 PHASING PLAN - PHASE 1,2.3 AND 4

CC003 PHASING PLAN - PHASE 5

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CG101 GRADING PLAN

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UNDERGROUND STORMWATER BASIN DETAILS

CU503 UNDERGROUND STORMWATER BASIN DETAILS

CJ101 EROSION CONTROL PLAN

CJ102 SWPPP

CJ501 EROSION CONTROL DETAILS

LP101 LANDSCAPE PLAN - BASE BID

LP102 LANDSCAPE PLAN - ALT. E

LP501 LANDSCAPE DETAILS

STRUCTURE

SI001 STRUCTURAL ABBREVIATIONS AND SYMBOLS

SI002 GENERAL STRUCTURAL NOTES

SI003 LOAD MAPS

SB101 FOUNDATION PLAN

SB102 SLAB ON GRADE PLAN

SB501 FOUNDATION SECTIONS AND DETAILS

SF101 SECOND FLOOR FRAMING PLAN

SF102 LEVEL 3 WEST FRAMING PLAN

SF103 LEVEL 3 EAST FRAMING PLAN

SF104 LEVEL 4 WEST FRAMING PLAN

SF104A LEVEL 4 WEST FRAMING PLAN - ADD ALTERNATE A

SF105 LEVEL 4 EAST FRAMING PLAN-ADD ALTERNATE B

SF105A LEVEL 4 EAST FRAMING PLAN - ADD ALTERNATE C

SF301 BUILDING ELEVATIONS

SF301A BUILDING ELEVATIONS WITH ADD ALTERNATES

SF302 SHEAR WALL ELEVATIONS

SF303 PRECAST WALL ELEVATIONS

SF401 ENLARGED PLAN VIEWS

SF501 FRAMING SECTIONS AND DETAILS

SF502 FRAMING SECTIONS AND DETAILS

SF503 FRAMING SECTIONS AND DETAILS

SF901 ISOMETRIC VIEWS

ARCHITECTURAL

AE001 ARCHITECTURAL ABBREVIATIONS

AE002 ARCHITECTURAL SYMBOLS AND GENERAL CONSTRUCTION NOTES

AD101 LEVEL 1 - DEMO PLAN

AD102 LEVEL 2 - DEMO PLAN

AD103 LEVEL 3 AND ROOF- DEMO PLAN

AE101 LEVEL 1 - HORIZONTAL EXPANSION FLOOR PLAN

AE102 LEVEL 2 - HORIZONTAL EXPANSION FLOOR PLAN

AE103 LEVEL 3 - VERTICAL EXPANSION FLOOR PLAN

AE104 LEVEL 3 - HORIZONTAL EXPANSION FLOOR PLAN

AE105 LEVEL 4 -VERTICAL EXPANSION FLOOR PLAN

AE150 LEVEL 4 - ADD ALTERNATE 'A'

AE151 LEVEL 4 - ADD ALTERNATE 'B'

AE152 LEVEL 4 - ADD ALTERNATE 'C' AND 'D'

AE201 ROOF PLAN AND DETAILS

AE301 EXTERIOR ELEVATIONS

AE401 WALL SECTION & DETAILS

AE402 STAIR 3 - ENLARGED PLANS AND SECTIONS

AE403 STAIR 1- ENLARGED PLANS AND SECTIONS

AE404 STAIR 2 - ENLARGED PLANS AND SECTIONS & STAIR DETAILS

AE405 STAIR 4 & 5 - ENLARGED PLANS AND SECTIONS

AE501 STOREFRONT ELEVATIONS & DOOR SCHEDULE

AE601 SIGNAGE SCHEDULE, STRIPING & DETAILS

AE602 STRIPING, WAYFINDING & INTERIOR ELEVATION

AP601 SIGN SCHEDULE & DETAILS - ARCHITECTURAL PARKING

AW501 WATERPROOFING DETAILS - STRUCTURAL

FIRE SUPPRESSION

FX001 FIRE NOTES AND LEGENDS

FX101 FIRE SUPPRESSION PLANS

FX102 FIRE SUPPRESSION PLANS

FX103A FIRE - ADD ALTERNATE - ADD ALTERNATE 'A'

FX103B FIRE - ADD ALTERNATE - ADD ALTERNATE 'B'

FX901 FIRE SUPPRESSION RISERS

PLUMBING

PI001 PLUMBING NOTES AND LEGEND

PP101 LEVEL 1 PLUMBING PLAN

PP102 LEVEL 2 PLUMBING PLAN

PP103 LEVEL 3 PLUMBING PLAN

PP104 LEVEL 3 PLUMBING PLAN

PP105 LEVEL 4 PLUMBING PLAN

PP105A PLUMBING - ADD ALTERNATE 'A'

PP105B PLUMBING - ADD ALTERNATE 'B'

PP105CD PLUMBING - ADD ALTERNATE 'C' AND 'D'

PP501 PLUMBING DETAILS

PP901 PLUMBING RISERS

PP902 PLUMBING RISERS

MECHANICAL

MM001 HVAC NOTES AND LEGEND

MM002 HVAC SCHEDULES AND DETAILS

MM101 LEVEL 1 HORIZONTAL EXPANSION - FLOOR PLAN

MM104 LEVEL 4 HORIZONTAL EXPANSION - FLOOR PLAN

ELECTRICAL

E001 ELECTRICAL NOTES AND LEGENDS

ED101 ELECTRICAL DEMOLITION SITE PLAN

ES101 ELECTRICAL NEW SITE PLAN

EL101 LEVEL 1 HORIZONTAL EXPANSION - FLOOR PLAN - LIGHTING

EL102 LEVEL 2 HORIZONTAL EXPANSION - FLOOR PLAN - LIGHTING

EL103A LEVEL 3 VERTICAL EXPANSION - FLOOR PLAN - LIGHTING

EL103B LEVEL 3 HORIZONTAL EXPANSION - FLOOR PLAN - LIGHTING

EL104 LEVEL 4 VERTICAL EXPANSION - FLOOR PLAN - LIGHTING

ELP104 LIGHTNING PROTECTION SYSTEM

EP101 LEVEL 1 - FLOOR PLAN - POWER & SPECIAL SYSTEMS

EP102 LEVEL 2 - FLOOR PLAN - POWER & SPECIAL SYSTEMS

EP103A LEVEL 3 - VERTICAL EXPANSION - POWER & SPECIAL SYSTEMS

EP103B LEVEL 3 - HORIZONTAL EXPANSION - POWER & SPECIAL SYSTEMS

EP104 LEVEL 4 - FLOOR PLAN VERTICAL EXPANSION POWER & SPECIAL

SYSTEMS

EE401 ELECTRICAL ENLARGEMENTS

EE402 ELECTRICAL ENLARGEMENTS

EA104A LEVEL 4 - ADD ALTERNATE 'A'

EA104B ADD ALTERNATE 'B'

EA104CD ADD ALTERNATE 'C' AND 'D'

E501 DETAILS

E502 DETAILS

E503 DETAILS

E601 RISER DIAGRAM, FIRE ALARM MATRIX AND LIGHTING FIXTURE

SCHEDULE

E701 PANEL SCHEDULES

LOCATION MAP

VICINITY MAP PROJECT SITE

WILLIAM JENNINGS BRYAN DORN VA MEDICAL CENTER

COLUMBIA, SOUTH CAROLINA

CORRECT PARKING SITE DEFICIENCIES

CONSTRUCTION DOCUMENTS

Contact:Contact: Contact: Contact:

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Adam Ogrzewalla

Architect, AIA NCARB p: 317.800.6388 x 103 e: aogrzewalla@guidondesign.com

ARCHITECT

WJB DORN VAMC

Robert Price

General Engineer/COR

Engineering Service (138A)

WJB DORN VAMC

6439 Garners Ferry Road Columbia, SC 29209 p: 803.776.4000 x 7261 e: robert.price5@va.gov

OWNER

GUIDON DESIGN INC.

Stacey Paul

Project Manager, P.E.

1221 N. Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 104 e: spaul@guidondesign.com

CIVIL ENGINEER

PROJECT MANAGER

MEP DESIGN TEAM

Phillip Moody

Operations Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

550 North Reo Street Suite 203 Tampa, FL 33609 p: 813.331.5085 e: philip.moody@mesgroupinc.com

Contact:

GUIDON DESIGN INC.

Lauren Lai

Structural Engineer, P.E.

p: 317.800.6388 x 117 e: llai@guidondesign.com

1221 N. Pennsylvania Street Suite 200 Indianapolis, IN 46202

1221 N. Pennsylvania Street Suite 200 Indianapolis, IN 46202

David L. Omura Director/Chief Executive Officer

Jeffery A. Soots Associate Medical Center Director

Angela Scott Assistant Medical Center Director

Christopher Zell Chief of Engineering

Steve Crosby Project Section Chief

Assistant Chief of Engineering

David Bagley Maintenance Control Manager

Billie Thompson Patient Safety Manager

Lucy Austin Infection Control Manager

Michael Schausten Chief of Police and Security

Jeff Brown Director of Safety

Bob Price Jr.

COR

Revisions: Date:

GOVERNING CODES:

ICC, International Building Code, 2018 edition (IBC) NFPA 101, Life Safety Code, 2015 edition (LSC) NFPA 10, Standard for Portable Fire Extinguishers, 2013 edition.

NFPA 13, Standard for the Installation of Sprinkler Systems, 2013 edition.

NFPA 14, Standard for the Installation of Standpipe and Hose System, 2013 edition.

NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2013 edition.

NFPA 72, National Fire Alarm Code, 2013 edition.

NFPA 70, National Electric Code, 2014 edition.

NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2013 edition.

NFPA 88A, Standard for Parking Structures, 2015 edition.

NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating

Systems, 2015 edition.

NFPA 220, Standard Types of Building Construction, 2015 edition.

NFPA 291, Recommended Practice for Fire Flow Testing and Marking of

Hydrants, 2013 edition.

ASTM E2072-04, Specification for Photoluminescent (Phosphorescent) Safety

Markings, 2004 edition.

International Plumbing Code

ASHRAE 90.1-2012

ASHRAE 62.1 – 2012

ANSI A117.1-2009 Standard on Accessible & Usable Buildings and Facilities 2010 ADA Standards for Accessible Design

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, Design Handbook

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, Sixth Edition Revised September 2011 Facilities Physical Security Design Manual: Life-Safety Protected

VA DESIGN MANUALS:

2. The electrical, security and IT rooms do not have a total area exceedign 3,000 SF therefore shall be separated by partitions built to resist the passage of smoke. NFPA 88A 5.2.4.

3. 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 (NFPA 101 42.8.3.1.2) 0 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.

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 required in open parking garages 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 Reference specifications for additional fire extinguisher requirements at this location, including a monitoring system.

L. Fire alarm system

Per VA guidelines, a fire alarm system is provided in this project.

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 42.8.15

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 four 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

CODE ANALYSIS

C. FIRE RESISTANCE RATED SEPARATIONS

The Garages 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 7.14.7.1

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.

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.

FIRE EXTINGUISHER IN CABINET WITH EN GAUGE MONITORING TETHER. EXISTING

TETHER WAS LOCATED IN CENTER OF CABINET. OFFSET THIS LOCATION IN NEW

CONSTRUCTION SUCH THAT FIRE EXTINGUISHER MAY BE MOUNTED IN CENTER OF

CABINET.

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:

C U s e rs

\t s a n d e rs \D o c u m e n ts

\1

.1

.0

A

V

A C o lu m b ia v ts a n d e rs g u id o n d e s ig n .c o m

.r v t

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/2

:5

:5

A

M

GI101

CODE ANALYSIS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

09/25/2020 AO TS

100% CONSTRUCTION

DOCUMENTS

Revisions: Date:

Phase

CONSTRUCTION

DOCUMENTS

UP

DN

UP

MAX TRAVEL DISTANCE = 251-6"

MAX TRAVEL DISTANCE = 258'-0"

DIAGONAL DISTANCE = 521'-4"

DISTANCE BETWEEN EXITS = 375'-9"

MAX TRAVEL DISTANCE = 202'-0"

MAX TRAVEL DISTANCE = 188'-3"

M

A T

C H

L

IN

E M

A T

C H

L

IN

E

FEC

FEC

FEC

FECFEC

FEC

FEC

FEC

MAX TRAVEL DISTANCE = 251-6"

MAX TRAVEL DISTANCE = 256'-0"

MAX TRAVEL DISTANCE = 202'-0"

MAX TRAVEL DISTANCE = 188'-3"

M A

T C

H L

IN

E

M A

T C

H L

IN

E

DIAGONAL DISTANCE = 521'-4"

DISTANCE BETWEEN EXITS = 375'-9"

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

NOTE: MATCHLINE IS PROVIDED FOR

CLARITY ON OTHER SHEETS.

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

EXISTING CONSTRUCTION

NEW CONSTRUCTION WALL

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE

ADD ALT AREA 'A'

ADD ALT AREA 'B'

ADD ALT AREA 'C'

SOLID WHITE AREA INDICATES BASE BID GARAGE

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:

C U s e rs \d v a lla n d in g h a m

\D o c u m e n ts \1

.1

.0

A

V

A C o lu m b ia v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7 /2

:1

:1

P

M

GI102

LIFE SAFETY PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 AO TS

CONSTRUCTION

DOCUMENTS

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

1 LIFE SAFETY - FIRST FLOOR PLAN

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

2 LIFE SAFETY - SECOND FLOOR PLAN

UP

DN

UP

DN

DN

MAX TRAVEL DISTANCE = 251-6"

MAX TRAVEL DISTANCE = 256'-0"

MAX TRAVEL DISTANCE = 202'-0"

MAX TRAVEL DISTANCE = 188'-3"

M A

T C

H L

IN

E

M A

T C

H L

IN

E

DIAGONAL DISTANCE = 521'-4"

DISTANCE BETWEEN EXITS = 375'-9"

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

MAX TRAVEL DISTANCE = 168'

DIAGONAL DISTANCE = 306'

DIS

TANCE B

ETW

EEN E

XIT

S = 16

1'

FEC

FEC

FEC

FEC

NOTE: MATCHLINE IS PROVIDED FOR

CLARITY ON OTHER SHEETS.

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

EXISTING CONSTRUCTION

NEW CONSTRUCTION WALL

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE

ADD ALT AREA 'A'

ADD ALT AREA 'B'

ADD ALT AREA 'C'

SOLID WHITE AREA INDICATES BASE BID GARAGE

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:

C U s e rs \d v a lla n d in g h a m

\D o c u m e n ts \1

.1

.0

A

V

A C o lu m b ia v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7 /2

:1

:1

P

M

GI103

LIFE SAFETY PLANS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1/16" = 1'-0"GI103

1 LIFE SAFETY - THIRD FLOOR PLAN

SCALE: 1/16" = 1'-0"GI103

2 LIFE SAFETY - FOURTH FLOOR PLAN

DN

DN

DN

DN

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

EXISTING CONSTRUCTION

NEW CONSTRUCTION WALL

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE

ADD ALT AREA 'A'

ADD ALT AREA 'B'

ADD ALT AREA 'C'

SOLID WHITE AREA INDICATES BASE BID GARAGE

MAX TRAVEL DISTANCE = 198'

DIAGONAL DISTANCE = 347'

DIS

TANCE B

ETW

EEN E

XIT

S = 16

1'

FEC

FEC

FEC

FEC

NOTE: MATCHLINE IS PROVIDED FOR

CLARITY ON OTHER SHEETS.

NOTE: WITH ADD ALTERNATE 'A',

STRIPING AT BASE OF STAIR WILL NEED

TO BE MODIFEID

MAX TRAVEL DISTANCE = 198'

DIAGONAL DISTANCE = 522'

DISTANCE BETWEEN EXITS = 374'

FEC

FEC

FEC

FEC

NOTE: MATCHLINE IS PROVIDED FOR

CLARITY ON OTHER SHEETS.

FEC FEC

M

AX T

RAVEL

DIS

TANCE =

NOTE: WITH ADD ALTERNATE 'B',

STRIPING AT BASE OF STAIR WILL NEED

TO BE MODIFEID

MAX TRAVEL DISTANCE = 198'

DIAGONAL DISTANCE = 522'

DISTANCE BETWEEN EXITS = 374'

FEC

FEC

FEC

FEC

NOTE: MATCHLINE IS PROVIDED FOR

CLARITY ON OTHER SHEETS.

FEC

FEC

MAX TRAVEL DISTANCE = 111'

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:

C U s e rs \d v a lla n d in g h a m

\D o c u m e n ts \1

.1

.0

A

V

A C o lu m b ia v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7 /2

:1

:1

P

M

GI104

LIFE SAFETY PLANS - ADD

ALTERNATESGUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1" = 20'-0"GI104

2 LIFE SAFETY - FOURTH FLOOR PLAN ADD ALT A

SCALE: 1" = 20'-0"GI104

3 LIFE SAFETY - FOURTH FLOOR PLAN ADD ALT B

SCALE: 1" = 20'-0"GI104

4 LIFE SAFETY - FOURTH FLOOR PLAN ADD ALT C

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

A

B

C

15.5

B.6

D A B

C

ADD ALTERNATE A: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 12-13 AND A-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY. SEE ALT. AS SHOWN ON SHEETS (SF104A, AE150, FX103A, PP105A, EA104A) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 7 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE B: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 13-19 AND A-B ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, RAILINGS, DOORS, CURTAIN WALL, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY.

SEE ALT. AS SHOWN ON SHEETS (SF105, AE151, FX103B, PP105B, EA104B) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 14 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE C: ADD THE PORTION OF THE GARAGE STRUCTURE BETWEEN GRID LINES 13-19 AND B-C ON LEVEL 4. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A AND B GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY. SEE ALT. AS SHOWN ON SHEETS (SF105A, AE152, PP105CD, EA104CD) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 14 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE D: ADD 4 STOP ELEVATOR IN STAIR TOWER 1 WHICH IS LOCATED BETWEEN GRID LINES 6 AND 8. THIS INCLUDES ALL NECESSARY APPURTENANCES (INCLUDING BUT NOT LIMITED TO: LIGHTING, DRAINAGE, SECURITY CAMERAS, FALL DETERRENT, EMERGENCY SYSTEMS, SIGNAGE AND WAYFINDING, HAND AND GUARDS RAILS) TO MAKE THE GARAGE COMPLETE WITHIN THIS AREA. THE BASE BID PLUS ADD ALTERNATE A, B AND C GARAGE AREA IS SHOWN ON THE SHEET FOR CONTINUITY AND CONNECTION UNDERSTANDING ONLY.

SEE ALT. AS SHOWN ON SHEETS (SF301, AE152, MM104, PP105CD, EA104CD) AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 28 CALENDAR DAYS FOR THIS ALTERNATE.

ADD ALTERNATE E: ADDITIONAL LANDSCAPE DESIGN AS SHOWN ON SHEET LP102 AND ALL ASSOCIATED DETAILS. CONTRACT TIME SHALL BE 7 CALENDAR DAYS FOR THIS ALTERNATE.

TOTAL CONSTRUCTION TIME SHALL BE EXTENDED TO A TOTAL OF 460 CALENDAR DAYS IF ALL ADD ALTERNATES ARE AWARDED.

STATEMENT OF BID ITEMS LEGEND

A

X

B

C

D

E

SEE GI105 FOR ADDITIONAL INFORMATION

ADD ALTERNATES

BASE BID WORK INCLUDES NECESSARY REMOVAL OF EXISTING STRUCTURE AND APPURTENANCES FOR GENERAL CONSTRUCTION, ALTERATIONS, ROADS, WALKS, GRADING, DRAINAGE, LABOR, MATERIAL, AND EQUIPMENT TO CONSTRUCT THE GARAGE STRUCTURE, ELECTRICAL AND IT EXTENSIONS, ELEVATORS, STAIRS, SIGNAGE AND CERTAIN OTHER ITEMS AS SHOWN IN THE CONSTRUCTION DOCUMENTS.

CONTRACTOR SHALL HAVE 90 CALENDAR DAYS FROM THE CONSTRUCTION NOTICE TO PROCEED TO SUBMIT AND RECEIVE APPROVALS OF ALL SUBMITTALS. ONCE APPROVALS ARE OBTAINED, THE CONTRACTOR WILL HAVE 120 CALENDAR DAYS TO CONSTRUCT THE VERTICAL EXPANSION. ONCE THE VERTICAL EXPANSION IS COMPLETED, THE CONTRACTOR WILL HAVE 180 CALENDAR DAYS TO COMPLETE THE HORIZONTAL EXPANSION AND ALL REMAINING WORK. SEE GI106, CC002, AND CC003 FOR FURTHER PHASING REQUIREMENTS FOR THIS PROJECT. THE TOTAL CONTRACT TIME FOR THE BASE BID IS 390

CALENDAR DAYS.

LEVEL 4

EL 134'-0"

LEVEL 3

EL 122'-8"

LEVEL 2

EL 111'-4"

LEVEL 1

EL 100'-0"

ISOMETRIC KEY PLAN

SHADE INDICATES EXISTING GARAGE

ADD ALT AREA 'A'

ADD ALT AREA 'B'

ADD ALT AREA 'C'

SOLID WHITE AREA INDICATES BASE BID GARAGE

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:

C U s e rs \d v a lla n d in g h a m

\D o c u m e n ts \1

.1

.0

A

V

A C o lu m b ia v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/7 /2

:1

:1

P

M

GI105

ADD ALTERNATES

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1/16" = 1'-0"GI105

1 ADD ALTERNATES - LEVEL 4

PROJECT PHASES

PHASE 1 (NOT SHOWN ON THIS SHEET.)

• REFER TO CIVIL SHEET CC002 FOR THE EXTENT OF WORK TO BE

COMPLETED. EXISTING GARAGE TO REMAIN OPEN FOR PUBLIC ACCESS.

• ALL SUBMITTALS, REVIEWS, AND APPROVALS SHALL BE COMPLETED

DURING PHASE 1 AND PRIOR TO BEGINNING OF PHASE 2, INCLUDING

ELEVATOR AND PRECAST SUBMITTALS.

PHASE 2

• CONTRACTOR SHALL BEGIN THIS PHASE BY SECURING THE SITE WITH A

CONSTRUCTION FENCE AND SCREENING AS INDICATED ON SHEET CC002

FOR EXTERIOR FENCING AND INSTALLING THE SITE CONSTRUCTION SIGN.

• CONTRACTOR SHALL MOBILIZE AND RESEARCH / INVESTIGATE EXISTING

CONDITIONS AND ALL UTILITIES (NEW AND ONES TO BE RELOCATED) AT THE

SITE.

• PROTECT FALL DETERRENT, REMOVE AND REINSTALL LIGHT POLES, CALL

BOXES, AND ANY OTHER APPURTENANCES AS NECESSARY TO READY THE

GARAGE FOR VERTICAL EXPANSION. THE CONTRACTOR IS RESPONSIBLE

FOR THE PROTECTION OF ALL REMOVED ITEMS UNTIL IT IS TO BE

REINSTALLED. CONTRACTOR HAS THE OPTION TO REMOVE, STORE, AND

REINSTALL THESE ITEMS DURING PHASE 4, BEFORE MOVING TO PHASE 5.

• INCLUDE SIGNAGE AT ENTRANCES AND ELEVATOR TO INDICATE LEVEL 2 IS

NOT ADA ACCESSIBLE DUE TO NON-FUNCTIONING ELEVATOR.

• DURING THIS PHASE, THE CONTRACTOR SHALL REMOVE THE EXISTING ROOF

AS REQUIRED FOR THE VERTICAL EXPANSION. THE CONTRACTOR SHALL

PROVIDE A TEMPORARY ROOF TO PROTECT ALL ELEMENTS OF STAIR

TOWER, ELEVATOR SHAFT AND MACHINE ROOM AS INDICATED IN DETAIL 11

THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES TO ALL

ITEMS COVERED UNDER THE DURATION OF THE TEMPORARY ROOF.

• THE END RESULT OF PHASE 2 IS FOR THE ROOF TO BE REMOVED AND

PREPPED FOR PHASE 4 VERTICAL EXPANSION. THE CONTRACTOR TO

ENSURE AREAS INDICATED ON PLAN FOR PARKING ON LEVEL 2 IS

ACCESSIBLE TO THE PUBLIC IN A SAFE MANNER.

• COR SHALL VISUALLY INSPECT PRECAST PIECES AT THE PLANT FOR

COMPLIANCE BEFORE CONTRACTOR CAN MOVE TO PHASE 3. CONTRACTOR

SHALL SUBMIT DOCUMENTATION THAT ALL PRECAST FOR THE VERTICAL

EXPANSION IS READY FOR SHIPMENT TO THE PROJECT BEFORE THE COR

PERFORMS THE PLANT INSPECTION.

PHASE 3 (NOT SHOWN ON THIS SHEET.)

• CONTRACTOR TO SHUT DOWN PUBLIC ACCESS TO GARAGE FOR THIS

PHASE. COR SHALL INSPECT PANELS PRIOR TO ROAD CLOSURE PERMIT AND

GARAGE CLOSURE.

• DURING THIS PHASE, THE CONTRACTOR SHALL CONSTRUCT AND ERECT

PRECAST PANELS FOR THE VERTICAL EXPANSION ON LEVEL 4.

• THE CONTRACTOR SHALL REINSTALL THE SALVAGED LIGHT POLES AND ANY

OTHER APPERTANCES AT THE NEW TOP LEVEL OF THE GARAGE.

• INTERIOR FINISH WORK (I.E. - ELECTRICAL, IT, ELEVATORS, STRIPING,

SIGNAGE, ETC.) TO BE COMPLETED IN PHASE 4.

• CONSTRUCTION DURATION SHALL BE ACCORDING TO GENERAL

REQUIREMENTS SPECIFICATION.

• E. WOODLANDS TO REMAIN OPEN, EXCEPT FOR 14 DAY PRECAST INSTALL

PHASE 4

• GARAGE TO BE OPENED FOR PUBLIC PARKING UP TO LEVEL 2 AS INDICATED

ON THIS SHEET.

• CONTRACTOR TO FINISH INTERIOR OF GARAGE IN ORDER TO COMPLETE

THIS PHASE.

• THE END STATE OF THIS PHASE IS A FULLY FUNCTIONING 4-STORY PARKING

GARAGE; INCLUSIVE OF SIGNAGE, STRIPING, LIGHTING, FALL DETERRENT,

ELECTRICAL, IT AND ALL FINISH ITEMS. ELEVATOR WILL BE FULLY

FUNCTIONAL AT THE COMPLETION OF THIS PHASE.

• CONSTRUCTION DURATION SHALL BE ACCORDING TO GENERAL

REQUIREMENTS SPECIFICATION.

• COMPLETE ELEVATORS.

• ONLY THE VERTICAL EXPANSION PORTION OF THE GARAGE IS TO BE

OPENED FOR PUBLIC USE AT THE END OF THIS PHASE.

• COR SHALL VISUALLY INSPECT PRECAST PIECES AT THE PLANT FOR

COMPLIANCE BEFORE CONTRACTOR CAN MOVE TO PHASE 5. CONTRACTOR

SHALL SUBMIT DOCUMENTATION THAT ALL REMAINING PRECAST IS READY

FOR SHIPMENT TO THE PROJECT BEFORE THE COR PERFORMS THE PLANT

INSPECTION.

PHASE 5

• SEE SHEET CC003 FOR NEW CONSTRUCTION FENCING LIMITS.

• THE CONTRACTOR TO ENSURE THAT THE PARKING AREAS ON ALL LEVELS

NEXT TO THE PHASE 5 HORIZONTAL EXPANSION TO BE INACCESSIBLE TO

THE PUBLIC. ALL OTHER PARKING AS NOTED ON ALL LEVEL SHALL BE

ACCESSIBLE TO THE PUBLIC IN A SAFE MANNER.

• CONTRACTOR SHALL PROVIDE VEHICULAR AND PEDESTRIAN BARRICADES

FOR DURATION OF THIS PHASE BETWEEN THE BUILT GARAGE AND

HORIZONTAL EXPANSION

• THE CONTRACTOR SHALL CONTINUE CIVIL WORK AS NOTED ON CIVIL

SHEETS.

• DURING THIS PHASE, THE CONTRACTOR WILL COMPLETE ALL WORK TO

CONSTRUCT ALL LEVELS OF THE HORIZONTAL EXPANSION AS NOTED.

• CONTRACTOR TO FINISH ALL INTERIOR WORK FOR THE HORIZONTAL

EXPANSION.

• COMPLETE EXTERIOR SITE WORK.

• END STATE OF THIS PHASE IS A FULLY FUNCTIONING PARKING GARAGE.

PHASING LEGEND

PROJECT GENERAL NOTES

1. WHEN PUBLIC ACCESS IS ADJACENT, ABOVE OR BELOW CONSTRUCTION

ACTIVITIES, PROVIDE TEMPORARY SEPARATION; I.E. FENCING AND

SCREENING WITHIN LEVELS AND AT STAIRWELLS TO ISOLATE CONSTRUCTION

ACTIVITES.

2. WHEN SPACES ARE OPEN FOR PUBLIC ACCESS AND PARKING, AREAS TO BE

LIT WITH PERMANENT LIGHTING AND ALL CONSTRUCTION MATERIALS, TOOLS,

ETC. SHALL BE CLEAR OF ALL PUBLIC ACCESS.

3. TEMPORARY ROOF ENCLOSURES SHALL BE PROVIDED OF TREATED 2X AND

PLYWOOD MEMBERS, AND 60 MIL. THICK MEMBRANES MIN. RE: 11/GI106

CONSTRUCTION ZONE. NO PUBLIC ACCESS

NO PUBLIC ACCESS

OPEN FOR PUBLIC ACCESS AND PARKING

BARRICADE (RE: 9/GI106)

TEMPORARY PEDESTRIAN GATE (RE: 10/GI106)

2 12

A

C

2 12

A

C

2 12 13 14 19

A

C

JERSEY BARRIER

2 12 13 14 19

A

C

JERSEY BARRIER

2 12 13 14 19

A

C

JERSEY BARRIER

2 12 13 14

A

C

JERSEY BARRIER AT LEVEL 3 BELOW - BASE BID

JERSEY BARRIER AT LEVEL 4 - ADD ALT B AND C

** NOTE: DOWEL, LINK AND PIN AS REQUIRED

CHAINLINK GATE AND LATCH

CHAINLINK FENCE

2 12

A

C

2 12

A

C

TEMPORARY MEMBRANE.

SECURE OVER ALL

EXPOSED PORTIONS OF

OPEN ROOF PER

SPECIFICATIONS

3/4" PLYWOOD

2X TREATED ROOF

STRUCTURE

EXISTING STRUCTURE

MIN. SLOPE 1/4" PER FT

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:

C U s e rs \d v a lla n d in g h a m

\D o c u m e n ts \1

.1

.0

A

V

A C o lu m b ia v d v a lla n d in g h a m g u id o n d e s ig n .c o m

.r v t

/1 /2

:4

:0

P

M

GI106

PHASING NOTES AND DIAGRAMS

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. SUITE 200

INDIANAPOLIS, IN 46202

317-800-6388

STACEY PAUL

MES GROUP

550 NORTH REO STREET STE. 203

TAMPA, FLORIDA 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

COLUMBIA, SC

544-330

12/09/2020 AO TS

CONSTRUCTION

DOCUMENTS

SCALE: 1" = 50'-0"GI106

1 LEVEL 1 PHASE 2 AND 4

SCALE: 1" = 50'-0"GI106

2 LEVEL 2 PHASE 2 AND 4

SCALE: 1" = 50'-0"GI106

5 LEVEL 1 PHASE 5

SCALE: 1" = 50'-0"GI106

6 LEVEL 2 PHASE 5

SCALE: 1" = 50'-0"GI106

7 LEVEL 3 PHASE 5

SCALE: 1" = 50'-0"GI106

8 LEVEL 4 PHASE 5

NOT TO SCALEGI106

9 JERSEY BARRIER

NOT TO SCALEGI106

10 PEDESTRIAN GATE

NOTE PHASE 1 IS NOT PICURED THIS SHEET

PHASE 2 AND 4 DIAGRAMS

PHASE 5 DIAGRAMS

PHASE 3 DIAGRAM

SCALE: 1" = 50'-0"GI106

3 LEVEL 3 PHASE 2 AND 4

SCALE: 1" = 50'-0"GI106

4 LEVEL 1 PHASE 3

SCALE: 1/2" = 1'-0"GI106

11 TEMPORARY ROOF STRUCTURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

N ot es a nd

D et ai ls

.d w g 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

CC001

GENERAL NOTES

FUTURE CLINIC

BUILDING

THIS AREA WILL BE UNDER CONSTRUCTION

CONCURRENTLY WITH THE GARAGE

CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

P ha si ng P la n.

dw g

6/

/2

:3 9:

P

M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

0 6030

N

CC002

PHASING PLAN - PHASES 1, 2, 3,

AND 4

DETOUR DETOUR

CONSTRUCTION

ROAD

AHEAD

CONSTRUCTION

END

FLAGGER

BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

P ha si ng P la n.

dw g

6/

/2

:3 9:

P

M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

N

0 4020

CC003

PHASING PLAN - PHASE 5

M

M

M

THIS AREA WILL BE UNDER CONSTRUCTION

CONCURRENTLY WITH THE GARAGE

CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

D em ol iti on

P la n.

dw g 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

0 4020

N

CD101

DEMOLITION PLAN

THIS AREA WILL BE UNDER CONSTRUCTION

CONCURRENTLY WITH THE GARAGE

CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

S ite P la n.

dw g

6/

/2

:3 9:

P

M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

0 4020

N

CS101

SITE PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

N ot es a nd

D et ai ls

.d w g 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

CS501

SITE DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

G ra di ng P la n.

dw g

6/

/2

:3 9:

P

M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

0 4020

N

CG101

GRADING PLAN

M

M

M

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

U til ity

P la n.

dw g 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

0 4020

N

CU101

UTILITY PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

P:

\1

7.

VA

C ol um bi a

- A E

ID

IQ

\1 7.

.0

- G ar ag e

Ex pa ns io n\ 2.

D ra w in gs \2

-2 _C iv il\

.1

8.

N ot es a nd

D et ai ls

.d w g 6/

/2

:3

9:

P M

CONSTRUCTION

DOCUMENTS

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

GUIDON DESIGN

1221 N. PENNSYLVANIA ST. STE. 200

INDIANAPOLIS, INDIANA 46202

317-800-6388

STACEY PAUL

Consultant:

MES GROUP

550 N. REO STREET STE.203

TAMPA, FLORIDA, 33609

813-289-4700

LEE HILL

CORRECT PARKING SITE

DEFICIENCIES

Columbia, SC

544-330

Project Director

09/25/2019 SLP DWCRevisions: Date:

CU501

UTILITY DETAILS

Phone (888) 344-9044 Fax (423) 826-2112 2705 Kanasita Drive, Chattanooga, TN 37343

STORMWATER TREATMENT SOLUTIONS

www.aquashieldinc.com Aqua-Swirl Concentrator Model AS-4 CFD PCS Standard Detail

AS-4 PCS STD

01/20/11 Scale:

Drawn By:

Document:

Date:

JCW

1:20

U.S. Patent No. 6524473 and other Patent Pending

* Please see accompanied Aqua-Swirl specification notes.

* See Site Plan for actual system orientation.

A

Outlet

Pipe coupling by Contractor.

12" [305 mm] long Stub-out by…