EXHIBIT A-3

DESIGN NARRATIVE

DRAFT

CITY OF ATLANTA

CHASTAIN PARK PARKING DECK

ATLANTA, GA

DESIGN NARRATIVE

TVS PROJECT NO. P-24128

OCTOBER 25, 2024

REVISED: JUNE 26, 2026

TABLE OF CONTENTS:

I. Architectural Narrative

1. General Information

1.1 Project Team

1.2 Building Code Analysis

2. Project Requirements

2.1 Division 01 – General Requirements

2.2 Division 02 – Existing Conditions.

2.3 Division 03 – Concrete

2.4 Division 04 – Masonry

2.5 Division 05 – Metals

2.6 Division 06 – Wood, Plastics and Composites

2.7 Division 07 – Thermal and Moisture Protection

2.8 Division 08 – Openings

2.9 Division 09 – Finishes

2.10 Division 10 – Specialties

2.11 Division 11 – Equipment

2.12 Division 12 – Furnishings

2.13 Division 13 – Special Construction

2.14 Division 14 – Conveying Equipment

2.15 Division 22 – Plumbing

2.16 Division 23 – Mechanical

2.17 Division 26 – Electrical

2.18 Division 32 - Exterior Improvements

II. Structural Narrative

III. Parking Access and Revenue Control System Narrative

I. ARCHITECTURAL NARRATIVE

PART 1 - GENERAL INFORMATION

1.1 BRIDGING DOCUMENT PROJECT TEAM

A. Owner: City of Atlanta, Department of Parks and Recreation

a. Address: 160 Trinity Avenue, SW, Suite 2200, Atlanta, GA 30303

b. Contact: Keith Hicks, Director, Park Design

B. Owners Representative: Kissberg / Parker Fry Jv, LLC

a. Address: 1100 Second Street, Stone Mountain, GA 30083

b. Contact: Quan Smith

C. Architect: TVS Design

a. Address: 1200 Peachtree Street NE, Suite 200, Atlanta, GA 30309

b. Contact: Tom Ingram, AIA, NCARB, LEED AP

D. Civil Engineer: Atlas Technical Consultants

a. Address: 2550 Heritage Ct. SE., Suite 250

b. Contact: Tuan Duong

E. Structural Engineer: Uzun+Case

a. Address: 1230 Peachtree Street NE, Suite 2500, Atlanta, GA 30309

b. Contact: Adrian Persaud, PE, SE

F. Parking Consultant: Walker Consultants

a. Address: 6600 Peachtree Dunwoody RD, Suite 305, Atlanta, GA 30328

b. Contact: Marion Parker, PE

1.2 BUILDING CODE ANALYSIS

A. APPLICABLE BUILDING CODES AND STANDARDS:

The current minimum standard codes for construction for the State of Georgia as adopted by the Board of Community Affairs are as follows (Note that referenced codes are subject to change during the anticipate design and construction period of this project. Unforeseen code changes may impact the design criteria noted herein):

1. Current Mandatory Codes as Adopted by DCA:

a. International Building Code, 2024 Edition, with Georgia Amendments

b. International Fire Code, 2024 Edition

c. International Plumbing Code, 2024 Edition, with Georgia Amendments

d. International Mechanical Code, 2024 Edition, with Georgia Amendments

e. International Fuel Gas Code, 2024 Edition, with Georgia Amendments

f. National Electrical Code, 2023 Edition, with Georgia Amendments (2021)

g. International Energy Conservation Code, 2015 Edition, with Georgia Supplements and Amendments (2020) (2022) (2023)

h. Life Safety Code, NFPA 101, 2024 Edition, with Georgia Amendments

i. Georgia Accessibility Code (2015).

2. Other Applicable Standards:

a. Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards (effective 01-01-2018)

b. 2010 ADA Standards for Accessible Design

c. American Concrete Institute Standard

Architectural Narrative Chastain Park Parking Deck, Atlanta, Georgia USA

Thompson, Ventulett, Stainback & Associates, Inc., Architects Design-Build Bridging Documents Base Project Number: P-24128 October 25, 2024 (Updated June 26, 2026)

1) ACI 301 - Specifications for Structural Concrete in Buildings.

2) ACI 318 - Building Code Requirements for Reinforced Concrete.

3) ACI 347 - Recommended Practice for Concrete Formwork.

4) ACI 362.1R – Guide for the Design and Construction of Durable Concrete

Parking Structures.

d. American Institute of Steel Construction:

1) Code of Standard Practice for Steel Buildings and Bridges

2) Specifications for the Design, Fabrication and Erection of Structural Steel for

Buildings.

e. Post-Tensioning Institute (PTI):

1) Guide Specifications for Post-Tensioning Materials.

2) Performance Specification for Corrosion Preventive Coating.

3) Specification for Unbonded Single Strand Tendons.

4) Field Procedures Manual for Unbonded Single Strand Tendons.

f. American Society for Testing Material Standards (ASTM).

g. American Welding Society Structural Welding Code D1.1.

h. Structural Steel Painting Council Standards.

i. Illuminating Engineering Society (IES).

j. ASME A17.1 – Handbook on Safety Code for Elevators and Escalators.

B. OCCUPANCY CLASSIFICATION

1. Per NFPA 101:

a. Storage occupancy (NFPA 101-6.1.13).

2. Per IBC:

a. Storage (S2) occupancy (IBC 311.3).

b. Ordinary Hazard per IBC 42.8.1.5

c. IBC Chapter 3 is superseded by Chapter 6 of NFPA 101 Life Safety Code per Chapter 120- 3-3 Rules and Regulations for the State Minimum Fire Safety Standards

C. CONSTRUCTION TYPE

1. Type II-B, Non-Sprinklered

D. HEIGHT AND AREA LIMITATIONS

1. For Type II-B Construction (IBC Table 504.3) Allowable height/stories (limitations indicated are above grade plane):

Group Allowable Height and Stories

(above grade plane) per IBC Table 504.3

Allowable Height and Stories

(above grade plane) per IBC 504.4

Storage (S2) 55 feet 3 stories

2. Allowable Building Area (square feet) above grade plane:

Group Allowable Area of the Building

Non-Sprinklered (NS) per IBC Table 406.5.4

Storage (S2) 50,000 sq. ft

3. Per IBC Table 406.5.4, maximum tiers allowed: 8

E. REQUIRED FIRE RESISTANCE RATINGS

1. Per IBC Table 601, unless noted otherwise for Type II-B, Non-Sprinklered Buildings:

BUILDING ELEMENT FIRE-RESISTANCE RATING

PRIMARY STRUCTURAL FRAME 0 hours

BEARING WALLS

EXTERIOR

INTERIOR

0 hours

0 hours

NONBEARING WALLS AND PARTITIONS (EXTERIOR)

(per IBC Table 602)

X < 5

5 ≤ X ≤ 10

10≤ X < 30

X ≥ 30

1 hour

1 hour

1 hour

0 hours

NONBEARING WALLS AND PARTITIONS (INTERIOR) 0 hours

FLOOR CONSTRUCTION (and associated secondary members) 0 hours

ROOF CONSTRUCTION (and associated secondary members) 0 hours

SHAFT ENCLOSURES (including exit stairs)

(per NFPA 101-8.6.5)

Enclosures connecting four or more stories

Other Enclosures

2 hours fire barrier

1 hour fire barrier

2. Exterior wall of the parking deck adjacent with future building shall have minimum fire rating of 1 hour (IBC Table 602, Fire separation distance less than 5 feet) with zero openings (IBC Table 705.8).

F. MEANS OF EGRESS

1. MAXIMUM TRAVEL DISTANCE

Storage (S), fully sprinklered 400 feet NFPA 101-42.2.5

2. MAXIMUM COMMON PATH OF TRAVEL

Storage (S), fully sprinklered 100 feet NFPA 101-42.2.5

3. MAXIMUM DEAD END CORRIDOR LENGTH

Storage (SE), fully sprinklered 100 feet NFPA 101-42.2.5

G. OCCUPANT LOAD FACTOR

1. Per NFPA 101 Table 7.3.1.2:

USE LOAD FACTOR (SQ FT/PERSON)

STORAGE USE (in storage occupancies) NA

2. Per IBC Table 1004.5:

USE LOAD FACTOR (SQ FT/PERSON)

STORAGE (S2) Parking Garages 200

H. BUILDING SEPARATION

1. Separate Buildings on Same lot: For the purpose of defining exterior wall requirements, an imaginary lot line is assumed, as illustrated in documents.

2. Chastain Park Gymnasium (Proposed Expansion of Existing Building):

a. Construction Type: IIB, Non-Sprinklered.

b. Northwest Wall Construction:

1) Rating: 1-Hr.

2) Percentage of Unprotected openings: 0%

3) Minimum distance to imaginary property line (Unprotected, Non-Sprinklered Per IBC

705.8): 0’-0”.

3. Proposed Building:

a. Construction Type: IIB, sprinklered.

b. Southeast Wall Construction:

1) Rating: 1-Hr.

2) Allowed percentage of unprotected openings: Not Permitted.

3) Distance from imaginary property line: (Unprotected, Non-Sprinklered per IBC 705.8):

0’-0”

1.3 SEISMIC REQUIREMENTS

A. Refer to Structural Narrative

1.4 WIND LOADING

A. Refer to Structural Narrative

PART 2 - PROJECT REQUIREMENTS

2.1 DIVISION 01 – GENERAL REQUIREMENTS

A. 01 1100 – Summary of Work

1. Demolition: Project includes minor demolition of existing site features including gravel parking lot, landscaping ties, post and chain fencing and wood rail fencing.

2. New Construction: Project includes the construction of a new parking structure totaling approximately 95,500 square feet on four tiers and providing 290 parking spaces. Primary structure is cast-in-place concrete frame, with steel framing at stair enclosures. Primary exterior finish materials are brick veneer, adhered granite rubble veneer, and metal screen panels. Low slope roofs are to be a mixture of TPO membrane and standing seam metal panel. Bottom tier of deck (Level 0) is to be mechanically ventilated, Levels 1 and 2 are designed to be Open.

3. Future Expansion: The parking deck is not designed to accommodate any future vertical or horizontal expansion.

B. Functional Description

1. The parking deck design consists of a two-bay wide, three and a half level parking deck to provide a minimum of 290 parking spaces. The footprint of the parking deck is approximately 230 feet by 121 feet or 28,300 square feet.

2. Vehicular circulation for this two-bay structure consists of a single threaded ramping system, allowing vehicles to circulate up or down one level with each 360-degree turn. Each parking bay within the deck is ramped to accommodate floor-to-floor heights. The maximum allowable ramp slope, with parking on the ramp, is 6.67% per the applicable building code. Speed ramps that exceed 6.67% shall not have parking spaces on the ramp.

3. Vehicular access is accommodated at two locations:

a. Level 0.5 has one entry lane and one exit lane at the south side, accessed via Chastain Park Avenue.

b. Level 1 has one entry lane and one exit lane at the north side, accessed via the existing driveway and surface lot off Chastain Park Avenue.

c. An access and revenue control system shall be provided for this deck. Design of the system is defined herein. System will accommodate pay-per-use (transient) and frequent (monthly) parkers.

4. Pedestrian access is accommodated at two locations:

a. Level 0.5 has one pedestrian access on the southwest corner via Chastain Park Avenue.

b. Level 1 has one pedestrian access on the northwest corner via Chastain Park Avenue.

c. The parking structure is provided with two vertical pedestrian circulation cores. The first core is located at the northwest corner of the parking deck footprint, with one stair and one elevator. This location serves as the user’s primary destination to adjacent occupancies.

The second core is located at the southwest corner of the parking deck footprint, with one stair. This location serves as the user’s destination to the golf course.

d. Sidewalks will be provided for a path of egress connecting the pedestrian access to the existing sidewalk at Chastain Park Avenue.

e. The parking garage layout and configuration intends to meet the definition of an ‘open’ parking structure on the upper levels in accordance with the applicable building code.

However, existing grading precludes the ability to meet openness on the lowest level. An enclosed level warrants mechanical ventilation.

5. Spaces: Minimum of 290 parking spaces.

6. Parking Geometrics:

a. 90-degree parking stalls at 8’-6” width for two-way traffic per the City of Atlanta requirements.

b. Parking module shall be minimum of 60 feet to account for 18’ parking stall depth and 24’ drive aisle. Parking module is the clear dimension of the parking bay to the vehicular barrier on each side. Column projections into the parking stalls that subsequently reduce the module are allowed in certain situations and shall not exceed 2 feet total, the combined projection from each side of the parking bay.

c. End turning bays shall have minimum of 27’-0” clear measured from the face of column to end of parking stall, or other obstruction.

7. Ramp slopes shall not exceed a maximum of 1:15 (6.67%) for parking on ramp per IBC 2018 section 406.4.3.

8. Pavement Marking: All parking stalls shall be striped with double lines. Non-parking areas and accessible aisles will be infilled with 45-degree angle striping at 1’-0” on center. Other pavement markings shall include accessible symbols, electric vehicle symbols, directional arrows, and other miscellaneous text and graphics.

9. Clearances:

a. Minimum 7’-0” clearance throughout the deck.

b. Minimum 8’-2” clearance at all levels of Van accessible parking, including the path between the vehicular access and parking space.

c. Minimum clearance requirements must account for all overhead features, including but not limited to structural framing, signage, lighting, MEP/FP systems, and any other apparatus.

d. The parking deck shall be designed to accommodate the standard passenger vehicle; No other over-height or over-sized vehicles are planned to enter the garage.

10. Accessible Parking:

a. Accessible parking stalls shall comply with 2010 ADA Standards for Accessible Design (Georgia Accessibility Code, Chapter 120-3-20 Per the Georgia Safety Fire Commissioner) based on the total number of parking space in the deck.

b. Required number of van accessible spaces shall be one in every six accessible spaces.

c. Distribute accessible spaces on each level, located adjacent to the stair/elevator tower on the shortest route to the accessible entrance.

d. Accessible standard parking stalls shall be 8’-0” width minimum with 5’-0” access aisle.

e. Accessible van parking stalls shall be 11’-0” width minimum with 5’-0” access aisle.

Alternatively, accessible van parking stalls can be 8’-0” width with 8’-0” access aisle.

f. Each accessible space will have the appropriate signage, accessible aisle, and pavement markings.

g. Where electric vehicle charging spaces (EVCS) are provided, accessible parking spaces shall be provided based on the total number of EVCS, independent of the accessible parking requirements for standard parking space throughout the remainder of the deck. And the requirement for van accessible parking for EVCS applies at the same ratio, one in six of the accessible spaces.

11. Bicycle parking: Bicycle parking is not anticipated to be considered.

12. Electric Vehicle Charing Spaces (EVCS):

a. Minimum EV Ready spaces per City of ATL requirements: 20% of the total number of parking spaces.

b. Provide a minimum of 62 EV Ready spaces in the parking garage, exceeding the City of Atlanta’s requirements, to achieve LEED certification for the adjacent building.

c. Parking spaces dedicated to electric vehicle charging, using 2 dual-head Level 2 chargers can be provided.

d. In the event that all 62 EVCS are installed, the result is the need for three accessible EV parking stalls, with one of the three designated for VAN parking. The design shall accommodate the accessible EV parking stalls, assuming future modification of the pavement markings is warranted.

e. EV Ready is defined by the City of Atlanta as follows: EV ready does not require the physical charging station. The electrical panel load capacity and raceway/conduit must be sized for the load capacity of the charging station.

13. Floor Profile/Slope:

a. All parking area floors will be positively sloped to floor drain bodies.

b. Preferred slope: 3/16” to 1/4” per foot toward drains; Minimum slope: 1/8” per foot to drains.

c. Slope at all accessible spaces shall be 1:48 or less.

d. Drainage slope will be achieved by sloping the framing members and deck members, not by thickening of the slab which would impact headroom.

e. The floor profiling will result in changes in the top of slab elevations throughout the structure.

f. Drains will be located in close proximity to vertical risers to limit the use of horizontal runs.

g. Floor surfaces shall slope away from stairs, elevators, electrical rooms, etc.

h. Additional miscellaneous drains will be provided at support rooms where necessary.

i. All floor drain bodies shall be rated for vehicular loads.

14. Building Classification, occupancy, and fire separation:

a. Storage (S2) Occupancy.

b. Deck is assumed to be an ENCLOSED parking garage on the lower level.

c. Deck is assumed to be an OPEN parking garage on the upper levels in accordance with Section 406 of the IBC 2018.

d. Mechanical ventilation will be required on the lower level (Level 0).

e. Mechanical ventilation is not anticipated for the upper levels of the parking garage, provided that the minimum area and length of openings is achieved in accordance with the applicable building code. This will have impact on façade architecture and area way.

f. An automatic sprinkler system is not required for the parking garage per the current applicable building code. However, the Georgia State Fire Marshal anticipates the adoption of IBC 2024 in January 2026. Based on the timing of permit, the parking deck may warrant an automatic sprinkler system be installed under IBC 2024.

g. Base design shall include a manual dry Class 1 standpipe with FDC and 2.5” hose valves on the ground level.

h. Fire Extinguishers: required per NFPA 10

15. Egress travel distance, number and location of egress stairs:

a. Number of means of egress: Two (2) required per applicable building code.

b. Egress travel distance: Travel distance shall comply with the applicable building code.

Where two exits are required, they shall be located a distance from one another not less than one-half the length of the maximum overall diagonal dimension of the building or area to be served, measured in a straight line between the nearest edge of exits.

C. 01 4529 – Testing Laboratory Services

1. Special Inspections, as required by code, to be provided by testing company under direct contract with Owner.

D. 01 5000 – Temporary Facilities and Controls:

1. Adjacent Chastain Park Gymnasium facility is to undergo renovation and expansion, and subsequently partially return to operation during proposed construction of the new parking deck. Design-Builder to submit logistics plan for Owner review and approval.

E. 01 7700 – Closeout Procedures:

1. Design-Builder to maintain a clean markup set of all contract documents indicated field changes and other as-built conditions that deviate from the Contract Documents. Markups will be used by the Design Team to complete a record document set at project closeout.

2.2 DIVISION 02 – EXISTING CONDITIONS

A. Section 02 3000 – Subsurface Investigations

1. To be issued by owner.

B. Section 02 4119 – Selective Demolition

1. Project includes the demolition and/or removal of site features including, but not limited to, wood rail fencing, chain and wood post fencing, landscape ties, and various trees and landscaping materials.

2.3 DIVISION 3 – CONCRETE

A. Refer to structural narrative for requirements of structural concrete assemblies.

B. Exterior concrete pads, walks, etc. exposed to pedestrian traffic to be 4” thick, minimum.

C. Exterior concrete pads, walks, drives, etc. exposed to vehicular traffic (including plaza areas adjacent to Chastain Park Avenue) to be 6” thick, minimum.

2.4 DIVISION 4 – MASONRY

A. 04 2000 – Unit Masonry

1. Brick Color: to match brick at Chastain Park Gymnasium Renovation and Expansion project.

a. Basis of Design: Cherokee Brick, Velour Light Gray

2. Size: Utility Size, 3-5/8 inches wide by 3-5/8inches high by 11-5/8” long.

3. Pattern: Running Bond.

B. 04 2200 – Concrete Unit Masonry

1. Ratings by location:

a. Elevator shafts – 2 Hour rated.

b. Southeast wall adjacent to Chastain Park Gymnasium – 1 Hour rated.

c. Stair Enclosures – 1 Hour rated.

d. All other locations – No rating required.

2. Finish – Standard Gray (Paint where exposed).

3. Size: 7-5/8” inches wide by 7-5/8” high by 15-5/8 inches long.

C. 04 7200 – Cast Stone Masonry

1. Provide parapet caps and water tables is indicated.

2. Fine Sandblast finish.

3. Color: To match material specified for adjacent Chastain Park Gymnasium Renovation and Expansion project.

4. Provide penetrating sealer.

2.5 DIVISION 5 – METALS

A. 05 1200 – Structural Steel

1. Refer to structural narrative for requirements of structural steel assemblies, which include canopy support framing and stair tower framing.

2. Finish:

a. Steel exposed to exterior conditions to be galvanized and receive 3-coat high performance epoxy coating system.

b. Steel not exposed to exterior conditions to be shop primed and prepared for field painting.

B. 05 1500 – Barrier Cables

1. Provide engineered cable barrier system in accordance with AASHTO requirements for vehicle restraint and with IBC requirements (1607.9) at locations indicated, including edges of drive aisles and ramps, heads of parking bays and other exposed edge conditions.

a. Cable: 1/2” Galvanized.

b. Sleeves: 1” PVC.

c. All post-tensioning hardware to be galvanized.

d. Grout all anchorage recesses flush with adjacent surfaces.

2. Vehicular barrier systems shall be designed with openings that do not exceed 4 inches in accordance with the applicable code.

C. 05 5000 – Miscellaneous Steel

1. Loose Lintels for Masonry: Size as required by structural engineer. Galvanized and prepared for field painting.

2. Provide painted steel access ladder at elevator pit.

D. 05 5010 – Steel Pipe Bollards

1. Bollards will be installed throughout the parking structure where necessary to protect pedestrians and other installed systems. Bollards shall be minimum 6 inch steel, galvanized and painted, with a cap plate. At a minimum, the following bollard locations are anticipated:

a. Around each stair tower, each level.

b. Around the elevator lobby, each level.

c. At miscellaneous interior rooms subject to vehicular impact (i.e. electrical, storage, etc.).

d. At each entry and exit location to segregate the lane from pedestrian and parking areas.

E. 05 5213 – Pipe and Tube Railings

1. Handrail and guards shall comply with the loading requirements of the building code. (IBC section 1607.8.)

2. Pedestrian barriers shall be designed with openings that do not exceed 4 inches in accordance with applicable codes.

3. All steel railings to be galvanized with high performance coating.

F. 05 7000 – Decorative Metal

1. Artisan Panels

a. Locations (as noted on drawings):

1) Screen Panels in openings at Northwest façade, facing Chastain Park Ave

2) Screen Panels in openings at Northeast façade, facing existing parking lot

3) Trellis panels on steel outriggers along Northwest façade, facing Chastain Park

Ave

b. Basis of Design

1) Manufacturer: Artisan Panels

2) Material: 1/4” Aluminum

3) Color: To match fascia and standing seam roof of adjacent Chastain Park

Gymnasium Renovation and Expansion project.

4) Mounting:

a) Horizontal Panels: Screw-attached to steel girts of outrigger system.

b) Vertical Panels: Welded square tube frame with pedestal / outrigger mounts to concrete structure.

G. 05 7700 – Wire Mesh

1. Location: Screen panels in openings at Southwest façade, Levels 1 and 2 (facing golf course)

2. Basis of Design

a. Manufacturer: GKD

b. Fabric Style: Potomac (Stainless Steel)

c. Attachment System: U-Binding Frame

2.6 DIVISION 6 – WOODS, PLASTICS, AND COMPOSITES

Not Applicable

2.7 DIVISION 7 – THERMAL AND MOISTURE PROTECTION

A. 07 1100 – Damp Proofing

1. Provide mastic dampproofing at foundation walls from footing up to finished floor at locations where waterproofing is not otherwise provided.

B. 07 1616 – Crystalline Waterproofing (Elevator Pit)

1. At elevator pits, provide crystalline waterproofing, installed at the interior side of the grade formed pit walls and floor.

C. 07 1326 – Membrane Waterproofing

1. At below grade basement walls, provide self-adhering membrane waterproofing from top of wall to first finished floor above grade.

a. Provide combination drainage mat / protection board.

b. Provide continuous foundation drain at bottom of wall / top of footing, integral with membrane waterproofing / drainage mat assembly.

D. 07 1800 – Traffic Coatings

1. Provide traffic coating system at locations shown in documents, including above all rooms within the deck, extending a minimum of one foot beyond the footprint of the room and turn up 4” on all vertical surfaces..

a. Type: Heavy Duty Elastomeric Coating System

b. Basis of Design: Neoard; Auto-gard

c. Color: As selected by Architect from manufacturer’s full line.

2. Apply traffic coating according to ASTM C 1127 and in accordance with manufacturer's written instructions and specifications including, but not limited to, moisture content of substrate, atmospheric conditions (including relative humidity and temperature), coverages, mil thicknesses and texture.

E. 07 2600 – Under-Slab Vapor Retarder

1. 15-mil thick, Class A co-extruded polyolefin membrane. Basis of design: Stego Wrap 15 mil, installed per manufacturer requirements.

a. Location: Below all concrete slabs-on-grade.

F. 07 2726 – Fluid-Applied Vapor-Permeable Air Barriers

1. Provide at exterior face of substrate for all exterior cavity walls (above grade locations only)

G. 07 4113.16 – Standing-Seam Metal Roof Panels

1. Provide vertical-rib, seamed-joint, standing seam metal roof panels at low slope roofs of stair towers as shown in documents.

2. Provide vertical-rib, snap-joint, standing seam metal wall panels at stair towers as shown in documents.

3. Provide self-adhering, high-temp bituminous underlayment under full extent of standing-seam panel assemblies.

4. Match product used for Chastain Park Gymnasium Renovation and Expansion project.

a. Basis of Design:

1) Seamed-Joint: ATAS International, Inc.; PC System Standing Seam

2) Snap Joint: PAC-CLAD, Petersen Aluminum Corporation; Snap-on Standing

Seam

H. 07 4293 – Soffit Panels

1. Provide metal channel soffit system with simulated wood finish at locations shown in the documents (entrance canopy, stair towers).

2. Match product used for Chastain Park Gymnasium Renovation and Expansion project.

a. Basis of Design : Knot Wood; 6036 T5 Extruded Aluminum

1) Surface: Smooth, Flat Finish

2) Color: To match product used for Chastain Park Gymnasium Renovation and

Expansion project.

I. 07 5423 – Thermoplastic-Polyolefin (TPO) Roofing

1. 60-mil white membrane.

2. Insulation: R-25 Polyisocyanurate insulation, installed in two layers with staggered joints.

3. Protection Board: ½” glass-mat gypsum, DensDeck or equal

4. Locations: Elevator roof, entrance canopy roof.

J. 07 6200 – Sheet Metal Flashing and Trim

1. For exposed flashing and formed metal fascia panels, match standing seam metal roofing material and finish.

2. For roof to wall counter-flashings and receivers, provide stainless steel.

3. For metal drip portion of stone veneer through-wall flashings, provide stainless steel.

K. 07 8400 – Firestopping

1. Provide firestopping at penetrations of all rated assemblies.

L. 07 9200 – Joint Sealants

1. At horizontal traffic bearing joints: Urethane.

2. At non-traffic bearing horizontal joints: Medium modulus silicone.

3. At vertical joints: Medium modulus silicone.

2.8 DIVISION 8 – OPENINGS

A. 08 1113 – Hollow Metal Doors and Frames

1. Doors

a. Extra Heavy Duty edge seam

2. Frames

a. Fully Welded

3. Provide fire-rated doors and frames where assemblies are located in fire-rated construction.

B. 08 3326 – Overhead Coiling Grilles

1. Provide motorized, between-jamb installed units at vehicular entrances.

a. Curtain Material: Stainless Steel

b. Housing Material: Powder-Coated Steel

C. 08 4413 – Glazed Aluminum Curtain Walls

1. Match product used for Chastain Park Gymnasium Renovation and Expansion project.

a. Basis of Design: Kawneer Company, Inc.; 1600 Wall System 1

2. Frame Section: 2 1/2” x 10 1/2”

3. Finish: Two-coat fluropolymer, color to match Chastain Park Gymnasium Renovation and Expansion project.

D. 08 7100 – Door Hardware

1. Basis-of-Design:

a. Locksets and Cylinders: Schlage

b. Closers: LCN

c. Exit Devices: Von Duprin

E. 08 8000 – Glazing

1. Clear, Insulating Low-E, fully tempered to match Chastain Park Gymnasium Renovation and Expansion project.

F. 08 9119 – Fixed Louvers

1. Exhaust louver: Horizontal, Drainable-Blade Louver with insect screen / bird screen.

a. Color: To Match aluminum curtain wall mullions.

2.9 DIVISION 9 – FINISHES

A. 09 9000 – Paints and Coatings

1. Basis of Design: Sherwin Williams

2. Walls

a. Exposed CMU

1) Latex Block Filler

2) 2 coats exterior latex, low sheen

3) 1 coat siloxane anti-graffiti coating

3. Ferrous Metals

a. Hollow Metal Doors and Frames

1) 2 coats semi-gloss acrylic on shop applied universal primer.

b. Handrails and Guardrails – See High Performance Coatings

c. Exposed Metal Deck and Steel Roof Structure (Stair Towers)

1) 2 coats semi-gloss water based acrylic dryfall on shop applied universal primer.

B. 09 9120 – Pavement Markings

1. Pavement marking materials shall meet Federal, State and Local environmental standards. All paints shall be manufactured, formulated and designed for use a pavement and/or traffic marking.

2. Solvent based paint may be employed for white and yellow pavement markings and shall meet the requirements of MPI #32 or Federal Specification TT-P-115F.

3. 100% acrylic waterborne - paint shall be used for white and yellow pavement markings and shall meet requirements of MPI #70 or Federal Standard TT-P-1952F Type I and II.

4. Use Glass Beads (Spheres) in all pavement markings except stall striping lines. Conform to Federal Specification TT-B-1325D, Type I. Broadcast beads into markings at rate not less than 6 lbs. per gallon of paint.

5. Install using a two-coat system providing a total thickness of 15 mils.

6. Floor arrows, stop bars, accessible and electric vehicle symbols shall be provided where indicated on plans.

7. Special spaces will be painted to meet applicable codes / standards.

C. 09 9600 – High-Performance Coatings

1. Locations: For exterior exposed steel, including galvanized metal.

a. Prime coat: Epoxy, anti-corrosive, for metal.

b. Intermediate: Epoxy, gloss.

c. First and second Topcoat: two-component, pigmented, gloss.

2.10 DIVISION 10 – SPECIALTIES

A. 10 1423 – Signage

1. Signage within the garage shall be provided in accordance with the applicable codes and references noted in this report.

2. Signage shall include:

a. Vehicular signage consisting of a system of signs and graphics that will provide the driver with essential directional information, safety/security, provide for proper traffic flow and use of parking spaces, and present a coordinated appearance. Aluminum with either reverse silk-screened graphics or pressure-applied retroreflective letters. Aluminum alloy, minimum sheet thickness 0.125 inches, complying with strength and durability properties specified in ASTM B-209 for 5005-H15.

b. Retroreflective regulatory signs (examples include stop signs, yield signs, etc). All regulatory and warning signs to fully comply with MUTCD standards. Base material:

Aluminum.

c. Non-reflective pedestrian directional and informational signs to guide pedestrian wayfinding such as level designation, stair location, elevator lobby location, stair level and level of egress, etc. Aluminum with either reverse silk-screened graphics or pressure-applied retroreflective letters.

d. PVC Pipe Clearance Signs at each entry and exit lanes, and at base / top of ramps at Level

1. Electronically cut letters: 3M Scotchlite with 3840 reflective sheeting. Ten-inch diameter, Schedule 40 PVC pipe.

e. Vandal-resistant Signs such as elevator signs. Base material shall be "Lexan" General Electric Co., or accepted equivalent. Permanently laminate face panels to backing sheets of material and thickness indicated using manufacturer’s standard process. Except where digital art is required, signs shall be silk screened on second surface or single sheet.

f. Braille ADA Compliant Identification Signs to include room name/number, egress designation, etc. All signs required to be brailled in compliance with ADA requirements for designating permanent rooms and spaces shall comply with ADA Accessibility Guidelines (ADAAG) as published by the Architectural and Transportation Barriers Compliance Board and ICC/ANSI A117.1. latest editions

g. Dimensional Characters – 12” height aluminum dimensional letters over each entry and exit lane; and to identify building name on minimum of two facades. Finish shall be color anodic finish, integrally colored or electrolytically deposited color coating, 0.018 mm or thicker in color specified on schedule, with a satin mechanical finish.

h. Mounting: Overhead signage shall utilize rigid hot dipped galvanized tube frame which is trapeze mount so that sign tends to swing out of the way of any over-height vehicles which may impact signage

2.11 DIVISION 11 – EQUIPMENT

A. 11 6500 – Sports Nets and Recreational Equipment

1. Provide pole-mounted golf barrier netting at Level 2.5 as shown in documents.

a. Material: UV Treated Polyethylene.

b. Color: Black.

c. Size: 7/8”

d. Provide finished border at all edges.

2. Nets to be suspended from cables attached to aluminum standards on top of cast-in-place concrete columns.

3. Height: Extend net to 30’-0” above Level 2.5.

2.12 DIVISION 12 – FURNISHINGS

Not Applicable

2.13 DIVISION 13 - SPECIAL CONSTRUCTION

Not Applicable

2.14 DIVISION 14 – CONVEYING EQUIPMENT

A. 14 2400 – Hydraulic Elevators

1. Type: Twin post, above ground 2-stage hydraulic.

2. Basis of Design: TK Elevator, Endura

3. Speed: 150 feet per minute.

4. Number of Stops: 4

5. Capacity: 2,500 lbs.

6. Door Type: Two-speed side opening

7. Cab Finishes: As selected by Architect from manufacturer’s standard options.

8. Emergency Operation: Provide battery lowering capability, emergency generator not planned.

2.15 DIVISION 22 – PLUMBING

A. Water Supply

1. The water supply will be provided from municipal sources with service separate from fire protection service.

B. Hose Bibbs

1. Hose bibs shall be provided in the deck to accommodate a hose reach of 100 feet. At a minimum, provide one hose bib at each end of the deck at each level. Hose bids allow for wash down of the deck for periodic cleaning and maintenance. All piping shall have heat trace and/or drainage valve to prevent freezing.

2.16 DIVISION 23 – MECHANICAL

A. The parking deck on the lower level is assumed to not meet the openness requirements per the code; as such, mechanical ventilation is required. The upper levels are assumed to meet openness requirements per the code for no ventilation to be provided. Design of ventilation system to be determined by Design / Builder.

B. HVAC system requirements for rooms and elevator shafts to be determined by Design / Builder.

Condensation from all HVAC units shall be routed for direct tie into existing drainage system. Do not daylight condensation on the parking floor slab.

2.17 DIVISION 26 – ELECTRICAL

A. Illumination Levels

1. Minimum illumination levels shall be based on IESNA lighting standards, with a recommendation of using an average of 6 footcandles throughout the parking areas of the deck.

2.18 DIVISION 32 – EXTERIOR IMPROVEMENTS

A. 32 3100 - Fences and Gates

1. Locations:

a. Level 1 pedestrian exits along northwest façade facing Chastain Park Ave.

b. Level 1 pedestrian exit and infill openings along northeast façade facing existing parking lot.

2. Basis of Design:

a. Manufacturer: Ameristar

b. Style: Echelon II

c. 1” x 1” pickets

d. 1 3/4” x 1 3/4" rails

e. Height: As shown on drawings

f. Gates: Manufacturer’s standard to match fence system, with automatic closer and ability to lock when deck is closed.

END OF NARRATIVE

II. STRUCTURAL NARRATIVE

Structural Narrative 1

Thompson, Ventulett, Stainback & Associates, Inc., Architects Concept Design

Base Project Number: P-24128 Uzun+Case Project Number: 24.200

October 25, 2024

GENERAL DESIGN CRITERIA:

Applicable Codes:

2024 IBC with Georgia amendments

ASCE 7-22: Minimum Design Loads for Buildings and Other Structures.

AISC 360-22 – Specification for Structural Steel Buildings.

ACI 318-25 – Building Code Requirements for Structural Concrete.

Risk Category: II

Project Location: Atlanta, GA

Wind Loading Criteria (ASCE 7-16):

Basic Wind Speed (3 sec. gust): 105 mph

Exposure: C

Internal Pressure Coefficient: +/- 0.18

Directionality factor (kd) 0.85

Seismic Loading Criteria:

0.2 Sec. Spectral Response Acceleration, SS: 0.26g*

1.0 Sec. Spectral Response Acceleration, S1: 0.092g*

Site Class: C*

0.2 Sec. Spectral Response Design Acceleration, SDS: 0.18*

1.0 Sec. Spectral Response Design Acceleration, SD1: 0.083*

Importance Factor: 1.00

Seismic Design Category: B*

Basic Structural Lateral Resisting Systems:

Ordinary reinforced concrete moment frame

Response Magnification Factor, R: 3.0

Overstrength Factor, Ωο: 3.0

Deflection Amplification Factor, Cd: 2.5

Analysis per Equivalent Lateral Force Procedure

Foundation Design Criteria:

Shallow spread footings on soil improved with aggregate piers

Allowable bearing pressure (after improvement with aggregate piers): 4000 PSF**

*Based on site specific study performed by United Consulting dated June 5th 2023

**Per Geotechnical Report by United Consulting dated May 1st 2023

MATERIAL DEFINITIONS:

Structural Steel:

WF beams (ASTM A992, Grade 50): Fy = 50 KSI

Square & Rectangular Tubes (ASTM A500, Grade B): Fy = 46 KSI

Round Tubes (ASTM A500, Grade B): Fy = 42 KSI

Round Pipes (ASTM A53, Grade B): Fy = 35 KSI

Other steel, unless noted otherwise (ASTM A36): Fy = 36 KSI

All steel exposed to weather shall be hot dip galvanized.

Structural Narrative 2

Concrete:

Slab-on-ground: 3500 PSI

Foundations and basement walls: 4000 PSI

Structured slabs and beams: 5000 PSI

Columns: 5000 PSI

Concrete Reinforcement:

Rebar: Fy = 60 KSI

SUPERIMPOSED GRAVITY LOADS:

Roof:

Live Load: 20 PSF

Roofing: 15 PSF

Misc. 5 PSF

Equipment: Actual Loading

Garage:

Passenger vehicles: 40 PSF/3000 LBS

Misc. 5 PSF

Stairs:

Live Load 100 PSF

Misc. 10 PSF

Elevator Machine Room:

Live Load 150 PSF

CMU Partitions and Exterior Walls: Actual Weight

Live Load Reductions taken per code.

STRUCTURAL SYSTEM DESCRIPTION

Elevated Floor Framing:

Slabs: One way 8” thick post-tensioned slab spanning between beams. Slabs span up to 30’-0” feet.

Beams: They are typically 36” wide by 36” deep spanning up to 60 feet. Beams are post-tensioned.

All post-tensioning shall be fully encapsulated.

Columns are typically 24”x24” or equivalent area.

Stairs are assumed to be cast-in-place mild reinforced concrete.

Concrete barrier crash wall will be required at the interior along the ramps. Barrier cables will be utilized at the perimeter with steel tube intermediate posts to limit cable deflection adjacent to façade.

The perimeter of the floor adjacent to the existing building will have a full height CMU wall rated for car impact.

The top level will have a CIP car impact wall.

Allow 6.0 PSF for rebar and 1.25 PSF for post-tensionsing.

Structural Narrative 3

Stair and Elevator Roof Framing:

1 ½”, 20-gauge wide rib metal galvanized roof deck

Steel wide flange beams and HSS columns Allow 5 PSF for structural steel

Slab-on-grade:

5" thick, reinforced with 6x6-W2.9xW2.9 WWR

6” thick, reinforced with #4@12” each way at mechanical rooms

Foundation walls:

Basement and cantilevered retaining walls: reinforced concrete Allow 250 PCY (pounds per cubic yard) for rebar.

Perimeter Walls:

Brick veneer backed-up with CMU block.

Stair and Elevator Walls:

Enclosed with CMU block.

Foundations:

Spread footings

Continuous wall footings at CMU perimeter

Allow 150 PCY (pounds per cubic yard) for rebar.

Lateral Load System:

Ordinary reinforced moment frames

Additional Allowances:

Misc. structural steel (including edge angles, façade support and equipment supports, but not stairs, railings, or other architectural items). Allow 1 PSF over floor and roof areas.

Canopies. Allow 20 PSF AESS structural steel

Existing Building:

There will be an approximately 4” expansion joint structurally separating the new building from the existing building DRAFT

III. PARKING ACCESS AND REVENUE

CONTROLS NARRATIVE

Parking Access and Revenue Control System

Base Project Number: P-24128 October 25, 2024

PART 1 - GENERAL 1

1.1 Summary 2

A. Furnish and install an on-line, real-time Parking Access and Revenue Control System (PARCS) for the parking deck to 3 function in the manner described herein. 4

B. Accommodate access for the following user types: 5

1. Transient parkers: Any user who does not have a pre-authorized access card. To enter the parking deck, they 6 must obtain a ticket upon entry and pay for the time they spend in the parking deck upon exiting based on the 7 hourly rate set in the PARCs system. Payment transaction shall be completed in the exit lane at the Exit 8

Station, via credit card transaction. 9

2. Frequent parkers: Any user who has a pre-authorized form of access. They must present a valid credential in a 10 specific media format upon entry and exit. Credentials shall consist of proximity card or valid bar code/QR 11 code. 12

C. Summary of Parking Lanes and Supplementary Equipment: 13

1. Lane Equipment: 14

a. One entry lane at Level 0.5 and one entry lane at Level 1, each containing: 15

1) ENS equipped with ticket dispenser, barcode reader, proximity card reader, and intercom with 16 pinhole camera. 17

2) Auto gate with inductive loops. 18

3) Lane Controller. 19

4) Lot Full sign. 20

5) Protective bollards. 21

6) Uninterruptible Power Supply (UPS) for each lane. 22

b. One exit lane at Level 0.5 and one exit lane at Level 1, each containing: 23

1) EXS equipped with ticket reader, payment card reader accepting credit card payments only, 24 barcode reader, proximity card reader and intercom. 25

2) Auto gates with inductive loops. 26

3) Lane controller. 27

4) Protective bollards. 28

5) Uninterruptible Power Supply (UPS) for each lane. 29

c. Staff Intercom Station – location to be determined. 30

d. Validation System 31

e. Other equipment as necessary to provide a fully functioning system. 32

2. Overhead Door Interface: 33

a. PARCS system shall be coordinated to integrate with the overhead door for a seamless operation. 34

Provide dry-contact closure and wiring to open overhead door on exit. 35

D. Comply with all laws, ordinances, codes, rules, and regulations of public authorities. Meet these and all other current 1 technical, performance, and safety standards that are applicable to all components and to the entire system, even when 2 not specifically referenced. 3

E. Equipment housings, conduits, and junction boxes exposed to weather (any location not in a conditioned environment) 4 shall meet or exceed IP65 standards. Components that do not meet IP65 standards or better may be considered if 5 implemented with supplemental environmental controls such as air conditioners and dehumidifiers. 6

1.2 Definitions 7

A. List of abbreviations: 8

1. ADA Americans with Disabilities Act 9

2. ANSI American National Standards Institute 10

3. BG Barrier Gate 11

4. ENS Entry Station 12

5. EXS Exit Station 13

6. FACTA Fair and Accurate Credit Transactions Act 14

7. GUI Graphical User Interface 15

8. ODBC Open Database Connectivity 16

9. PARCS Parking Access and Revenue Control System 17

10. PCI Payment Card Industry 18

11. UL Underwriters Laboratories, Inc. 19

12. UPS Uninterruptible Power Supply 20

PART 2 - Products 21

2.1 Payment Cards 22

A. All aspects of the PARCS, including but not limited to, hardware, software, configuration settings, processes (both manual 23 and automated), policies, procedures, reports, network architecture, data storage schemes and other products for the 24

PARCS must be compliant with all applicable Payment Card Industry (PCI) Security Standards Council standards, 25

Information Supplements and Guidelines (www.pcisecuritystandards.org) published or in force at the time of installation, 26 so that the Owner can certify the system as PCI Compliant. As part of demonstrating compliance with the PCI security 27 standards, the requirement or use of a compensating control (as defined by the PCI Security Standards Council) shall 28 only be permitted with written approval of the Owner. 29

B. Provide authorization for the following brands/types of payment cards: 30

1. Visa 31

2. MasterCard 32

3. American Express 33

4. Discover 34

C. Provide a PCI-P2PE validated system for handling card-present transactions. 35

D. Support EMV Chip reading of payment cards for card-present transactions, with tap-and-go payment and Apple Pay 36 mobile device-based payments. 37

2.2 Software 38

A. Provide all software and software licensing required by the system to achieve total system performance. Unless specified 1 elsewhere, provide the latest available software version at the time of system implementation for all third-party software, 2 including operating systems and database software. All software licenses shall be registered to the Owner. 3

B. Provide cloud-based software on a Software as a Service (SaaS) basis, with a backup system. Document the SaaS 4 licensing terms and conditions, and the options and costs for a multi-year license for terms ranging from 2 (two) up to 10 5

(ten) years in length. 6

C. PARCS application software to provide the following: 7

1. Manage, display, and report all PARCS-related activity. 8

2. GUI that is intuitive and user friendly. 9

3. Real-time monitoring of all PARCS field devices 10

4. Central access and control of field devices for users with the appropriate authorization to issue remote commands 11 from system workstations to the field devices such as raising and lowering the BG; rebooting field devices; 12 putting field devices in or out of service; remote transaction processing; etc. 13

5. Audit logging for the use of central controls within the PARCS database by user ID, time, device controlled, and 14 action taken. 15

6. Configurable parking rates, grace periods, and time increment changes from system workstations. 16

7. Remote communication with all devices in real-time for a general broadcast of information (e.g. rate changes or 17 time increment changes) or software update and an ability to communicate to a single device to upload 18 information or software. 19

8. Programmable rate structure to establish variable rates based upon the time of day, day of week, and special 20 events. 21

9. Programmable rate structure to establish daily/weekly/monthly maximum fees, grace times, and complimentary 22 periods. 23

10. Ability to export all query results and reports to multiple formats including Portable Document Format (PDF), 24 comma-separated-value, and Microsoft Excel©. 25

2.3 Reporting 26

1. Available online and on demand for Owner personnel who have proper password access. 27

2. Viewable, printable, and exportable from the GUI. 28

3. Provide standard reports including report descriptions, selectable data fields, and report layouts for all standard 29 reports. 30

4. At a minimum, reports provided shall include: 31

a. Detailed Revenue and Non-Revenue Transactions Reports 32

b. Detailed and Summary Revenue Reports 33

c. Payment Card Reports 34

d. Outstanding Ticket Reports 35

e. Validation Report 36

f. System Event Reports 37

g. Occupancy Reports 38

h. ACS reports 39

2.4 Access control system (ACS) 40

A. Provide an on-line, computer-based access control system for those authorized by Owner to have access to parking 41 facility without being processed through ticket system, for example; a “monthly/frequent parker”. 42

B. Provide anti-pass back control. 43

C. Ability to group ACS credentials and limit access to a preset maximum number of vehicles in facility at any given time, 1 and/or allow and track overages to be invoiced separately. 2

2.5 Equipment 3

A. Entry Station (ENS) 4

1. Provide and install ENS at each entry lanes equipped with the following components and capabilities: 5

a. Push button ticket dispenser 6

b. NFC reader 7

c. Proximity Card Reader with a minimum read range of four inches integrated into the face of the ENS 8

d. Barcode reader integrated into the face of the ENS capable of reading 1D and 2D barcodes including pre-9 printed coupons/validations and electronic barcodes displayed on mobile devices. 10

e. Intercom integrated into the face of the ENS 11

f. Issues one time and date stamped barcode or parking ticket for each ticketed entry transaction; uniquely 12 encoded ticket. 13

g. Color display with minimum 5” display 14

h. Provide selectable directional language, with a minimum of English and Spanish being selectable. 15

i. Use visual instructions for customers to understand the sequence of events to complete a transaction, 16 including directional signage (subject to approval) informing user to take ticket and pay at pay-on-foot 17 prior to exiting 18

j. Stand-alone functionality that allows the ENS to operate independently when there is a temporary network 19 communication failure, regardless of where the communication interruption occurs. Alarm for ENS offline 20 condition to be displayed on the PARCS GUI. 21

k. Ticket stock low and stock out alarm generated on the PARCS GUI 22

l. Integrates with barrier gate and vehicle detectors in the respective lanes 23

B. Exit Station (EXS) 24

1. Provide and install EXS at each exit lane equipped with the following components and capabilities: 25

a. Payment card capabilities as defined in the Payment Card section 26

b. Ticket verifier. 27

c. Barcode reader integrated into the face of the EXS capable of reading 1D and 2D barcodes including 28 reading pre-printed coupons/validations and electronic barcodes displayed on mobile devices. 29

d. Integrated NFC reader. 30

e. Proximity Card Reader with a minimum read range of four inches integrated into the face of the EXS. 31

f. Push button intercom integrated into the face of the EXS 32

g. Unique EXS identifier encoded and printed on each ticket after processing 33

h. Machine readable ticket encoding that is compatible with all other PARCS components 34

i. Reads and verifies validated tickets. 35

j. Color display with minimum 5” display. 36

k. Provide selectable directional language, for a minimum of English and Spanish. 37

l. Use visual instructions for customers to understand the sequence of events to complete a transaction. 38

m. Stand-alone functionality that allows the EXS to operate independently when there is a temporary network 39 communication failure, regardless of where the communication interruption occurs. Alarm for EXS offline 40 condition to be displayed on the PARCS GUI. 41

n. Receipt printer that is capable of producing receipts for all transactions. 42

o. Receipts to be FACTA-compliant. 43

p. Receipt stock low and stock out alarm generated on the PARCS GUI 44

q. Interfaces with barrier gates and vehicle detectors in the respective lanes. 45

2. Electronic journal record of transactional information for each transaction processed at device. Journal record to 1 be printable from any system workstation. Transactional information on the electronic journal includes: 2

a. Date and time of transaction 3

b. PARCS device number 4

c. Sequential transaction number 5

d. Ticket number 6

e. Entry date/time and exit date/time 7

f. Transaction fee 8

g. Tax amount 9

h. Total fee 10

i.