Vehicle Processing Facility Philadelphia Regional Port ... systems for employees to “punch” into...

Vehicle Processing FacilityPhiladelphia Regional Port AuthorityNaval Business Center, Philadelphia, PAProgram of Requirements

STV Project No. 30-19039-0002STV IncorporatedProgram of Requirements23 February2018 Final Bridging Documents

PHILADELPHIA REGIONAL PORT AUTHORITY TABLE OF CONTENTS

PhilaPort STV Incorporated Philadelphia, PA. STV Project No. 30-19039-0002 PhilaPort Project #18-0002 Page i

TABLE OF CONTENTS Page 1.0 DESIGN OVERVIEW 1.0 – 1 thru 1.0 – 2 2.0 ARCHITECTURAL 2.0 – 1 thru 2.0 – 7 3.0 STRUCTURAL 3.0 – 1 thru 3.0 – 2 4.0 MECHANICAL 4.0 – 1 thru 4.0 – 4 5.0 PLUMBING 5.0 – 1 thru 5.0 – 3 6.0 FIRE PROTECTION 6.0 – 1 thru 6.0 – 2 7.0 ELECTRICAL 7.0 – 1 thru 7.0 – 6

APPENDIX A – DRAWINGS ARCHITECTURAL

PHILADELPHIA REGIONAL PORT AUTHORITY 1.0 DESIGN OVERVIEW

PhilaPort STV Incorporated Philadelphia, PA. STV Project No. 30-19039-0002 PhilaPort Project #18-0002 Page 1.0 - 1

1.0 DESIGN OVERVIEW The Philadelphia Regional Port Authority (PhilaPort) is contracted to create a new Vehicle Processing Facility at the Naval Business Center in Philadelphia, PA. The facility will be approximately 112,000 sf and will be located at the end of Kitty Hawk Ave close to the original naval runway. Due to the time constraints to get the facility constructed and operational, PhilaPort has contracted STV to generate bridging documents developed to a 35% level of completion that can be submitted to Design/Build teams for bidding purpose. The Design/Build team shall design the facilities such that readily available materials and construction techniques can be utilized to minimize construction time. STV has held meetings with PhilaPort and Glovis to gather the operational requirements of the facility. The facility shall include a two story office area with private and open office spaces. There shall be a Training rooms for up to 30 people. There shall be a Break Room for a minimum of 200 people at tables which can also serve as a meeting space arranged with just rows of chairs. There shall be men’s and women’s locker and toilet rooms. There also shall be a Vending/Coffee area with refrigerators, sinks and vending machines. The facility shall be served by an elevator and three sets of stairs, two of which are for emergency egress. The vehicle processing area shall consists of a double line Car Wash area, a Parts Throw In area, a PIO (Port Installed Options) area, and a heavy PIO area. A large Parts Storage Area will be adjacent to the Parts Throw in area. A body shop with two double paint booths shall provide body and paint repairs for damaged vehicles. A small battery maintenance area shall be provided for charging batteries. A tire change center will allow for replacement of tires if necessary. Architecturally, the building shall consist of ribbed metal panels for the roof and wall systems. The office area shall have punched thermally insulated window openings to give the office space natural daylight and views. The vehicle processing areas shall utilize a translucent wall panels such as Kalwall to bring indirect light to the spaces. Overhead doors shall be high-speed fabric doors to minimize infiltration during extreme weather conditions. Exterior man doors will be insulated metal doors with narrow view windows to be able to see to the other side. Interior door shall be uninsulated metal doors with narrow view windows and side lights at private offices. Exterior wall construction shall be vertical rib metal siding with fastened to the metal building framing. Insulation will be provided by vinyl faced batt insulation installed between the metal siding and building framing. Roof construction shall be ribbed metal panels installed and insulated in a similar manner to the exterior walls. Interior finishes shall be utilitarian but upbeat. Office areas shall consist of metal stud and drywall partitions. Ceilings shall be suspended acoustical tile. Office flooring shall be either vinyl tile or polished concrete in high traffic area and carpet tile in the normal wear areas. Vehicle Processing Areas shall be more durable with sealed concrete floors. In areas subject to high wear and tear such as the PIO and Parts area, select portions of the walls shall be finished with fire-retardant, painted plywood to 8’-0” above the finished floor. Interior walls shall be abuse resistant or moisture resistant drywall. The car wash area shall

utilize a fiberglass panel finish due to the moisture issues caused by the car washing. Wet areas of toilet room, shower and locker spaces shall utilize ceramic tile to protect walls from damage. Portions of the interior spaces such as the PIO where walls and/or structural elements shall be protected with a steel guard rail system or concrete filled pipe bollards to prevent vehicular damage to building elements. The HVAC systems will utilize several system types to accommodate the variety of space types within the facility. The office areas will be served by one direct expansion cooling air handling unit with a hot water preheat section. The air handling unit will be located in the second floor mechanical space. One unit will serve both floors of office space. The air system serving the office will be a variable air volume (VAV) system utilizing VAV boxes above the ceiling with hot water reheat. The hot water will be provided by a high efficiency gas fired boiler. Individual offices with have their own thermostatic control. Ductwork will be galvanized metal ducts. The PIO, Body Shop, Parts Throw In and Heavy PIO areas shall be served by gas fired 100 percent outside air units to provide heating and ventilation air to the spaces. As a bid alternate a hot water radiant floor heating system which will provide a comfort zone to about 7 feet above the floor. This will provide maximum comfort while minimizing energy usage. The parts storage area shall also be served with a gas fired 100 percent outside air unit to provide ventilation air to the space. Carbon Monoxide monitors will monitor CO levels in the spaces and ramp up ventilation air if they get above unacceptable levels. The garage doors for car entry and exit shall also have a hot air door curtain to counteract air infiltration. These doors often remain open and workers are located right at the entry point where they encounter cold air. The Car wash area shall utilize a hot air door curtains to minimize the infiltration from the exterior overhead door being opening and closing continuously. The area shall also be heated with gas fire radiant panels. The Parts Storage area shall utilize unit heaters mounted high in the space and directed along exterior walls. Small shop offices shall utilize stand-alone Package Terminal Air Conditioners (PTAC) units to provide heating and cooling. Controls shall be direct digital controls and tie into a central monitoring station. Electrical work required for the Vehicle Processing Facility shall entail various electrical systems suited to provide a power distribution system, lighting & control system, and various low-voltage communications systems. Power for the facility shall emanate from an existing 13.2kV, 3-Phase underground service. The main distribution equipment shall be located on the second floor to protect it in the event of a flooding situation. A stand-by generator shall be required to provide power for life safety loads and the building’s fire pump. Lighting for the facility shall utilize LED technology. Lighting levels shall conform to the recommendations laid out by the IES (Illuminating Engineering Society) lighting guidelines except for certain vehicle processing/maintenance areas where the lighting levels shall be 1500 lux (140 footcandles) at the floor level to conform to the end-user’s lighting level requirements. There shall be telecommunications equipment located at key locations of the building to serve the IT infrastructure for the building. There shall be systems for employees to “punch” into work ranging from time clocks to biometric palm readers which shall be provided by Glovis. Plumbing work shall include domestic water and sanitary to the facility. The water service and sanitary shall emanate from Kitty Hawk Avenue and enter the building underground. It will serve the car wash, toilet rooms and the service room sinks and vending machines. Natural gas shall enter the facility underground from Kitty Hawk Ave and shall serve the air conditioning units, hot water boiler, domestic

PHILADELPHIA REGIONAL PORT AUTHORITY 1.0 DESIGN OVERVIEW


water heater and heat and ventilation air handling units. Sanitary from the toilet rooms shall be discharged to the local sanitary system. Car wash effluent shall be stored and recycled. It is anticipated that the system shall re-use 95% of the water, 5% shall be discharged to sanitary thru an oil/sediment separator. Compressed air shall be provided for shop use by a duplex compressor equipped with a dryer. Fire protection work shall include tapping into a 12” underground service main at Kitty Hawk Ave and entering the building with a dedicated underground fire main. Due to lack of flow and pressure, a fire pump shall be required. The entire building shall be served by an automatic wet pipe sprinkler system. The Part Storage area shall utilize sprinklers with a higher K-factor which will provide greater flows at lower pressures. This method shall be used in lieu of in-rack sprinkler systems. The structural system shall be a reinforced concrete foundation consisting of isolated spread footings for the columns and a wall footing around the perimeter of the ground floor. The geotechnical subconsultant has determined that conventional shallow foundation system is adequate in combination with geogrid. The floor shall be reinforced concrete. The super-structure, including lateral system shall be a pre-engineered metal building (PEMB) to be designed by the PEMB manufacturer. Column spacing was determined to provide the maximum efficient span while keeping structural shapes to standard sizes. The mezzanine floor shall be concrete poured over metal decking.

PHILADELPHIA REGIONAL PORT AUTHORITY 2.0 ARCHITECTURAL


2.0 ARCHITECTURAL 2.1 Scope of Work

The scope of work requires the preparation of a Program of Requirements and Bridging Documents developed to 35% milestone completion level for a new Vehicle Processing Facility. The building will have a large first floor area where the vehicles will prepared for shipment to dealers. The first floor will also include employee amenity spaces such as a Break Room, Toilet/Shower/Locker Rooms and Training Room. There will also be a partial second floor area to provide administrative support for the activities occurring on the first floor. The second floor area is also where the major mechanical, electrical and fire pump equipment will be located to keep it above the plane and potential flood water. The overall building area inclusive of the two floors will be approximately 112,000 square feet.

2.2 Codes

The following codes are applicable: · The Designer of Record must verify that these codes have not been updated or changed by the

Authority having jurisdiction.

• Pennsylvania Uniform Construction Code (IBC 2009) with amendments. o Chapter 11 of the 2015 IBC o Appendix E of the 2015 IBC

• 2010 ADA Standards for Accessible Design, U.S. Department of Justice.

2.2.1 Building Code Data

• Use group (IBC Section 303, 304 and 306) Overall F-1 (Moderate Hazard Factory) o First floor to include F-1, (B) Business and (A-2) Assembly o Second floor to include B (Business) and S-1 (Storage)

• Unlimited area is permitted for a two story F occupancies per IBC 507.4. o Proposed first floor area = 100,087 gross square feet o Proposed second floor area = 11,102 gross square feet

• Occupancy Separations (IBC Table 508.4) o 1 hour fire separation required between A-2 and F-1 occupancies o No fire separation required between F-1 and B occupancies o No fire separation required between F-1 and S-1 occupancies

• Type of Construction (IBC Section 602) IIB • Fire Resistance ratings for IIB Construction (IBC Table 601)

o Primary Structural Frame 0 hr o Bearing Walls – Exterior 0 hr o Bearing Walls – Interior 0 hr o Non-bearing Walls and partitions – Exterior 0 hr o Non-bearing Walls and partitions – Interior 0 hr

o Floor Construction and Associated Secondary Members 0 hr o Roof Construction and Associated Secondary Members 0 hr o Exit Access Corridors (IBC Table 1018.1) 0 hr o Shaft and Vertical Exit Enclosure (Section IBC 713.4)

(Less than 4 stories connected) 1 hr o Exit Passageway (IBC Section 1023.3) 1 hr o Smoke Barriers (Section 709.3) 1 hr

• Corridor Fire Resistance Rating (IBC Table 1018.1) o B and F Occupancies (with sprinklers) 0 hr

• Interior Wall and Ceiling Finish Requirements (IBC Table 803.9) o Vertical Exits and Exit Passageways

F Occupancy Class C B Occupancy Class B

o Exit Access Corridors F Occupancy Class C B Occupancy Class C

o Rooms and Enclosed Spaces F Occupancy Class C B Occupancy Class C

• Interior Floor Finish (section 804.4.1 Exception for sprinklers) Class II • Automatic Sprinkler System Provided • Manual Fire Alarms

o B Occupancy (Section 907.2.2 Exception for sprinklers) Not Required o F Occupancy (Section 907.2.4 Exception for sprinklers) Not Required

• Means of Egress Travel Distances o Common Path of Travel (section 1014.3, with sprinkler system)

F, A, B and S Occupancies 100 feet o Exit Access Travel Distance (Table 1016.1, with sprinkler system)

F-1, A and S-1 Occupancies 250 feet B Occupancy 300 feet

o Dead End Corridor Length (IBC Section 1018.4, Exception 2) 50 feet Spaces with One Exit (IBC Table 1015.1) ˂50 Occupants

• Means of egress sizing o Stairways (IBC 1005.3.) .3”/occupant o Other egress components (doors, ramps, corridors) (IBC 1005.3.2) .2”/occupant

• Exits required per floor (IBC Table 1020.1) o Per floor (1-500 persons) 2 exits o Per floor (501-1000 persons) 3 exits

• Occupant Load (IBC Table 1104.1.1) o Assembly – concentrated (chairs only, not fixed) 7 net o Assembly – un-concentrated (tables and chairs) 15 net o Business – 100 gross o Industrial – 100 gross o Warehouse – 500 gross



2.2.2 Building Energy Code Data

• Building Envelope Requirements Opaque Assemblies (IECC Table 502.2 (1) o Climate Zone 4A o Roof (Metal buildings (with R-5 thermal blocks) R-13 + R-13 o Walls, Above Grade (Metal building) R-19 o Slab on Grade Floors (Unheated) NR (not required) o Slab on Grade Floors (Heated) R-15 for 24 in. below (at

perimeter foundation wall) o Opaque Doors (Swinging) U-0.70 o Opaque Doors (Roll-up or sliding) U-0.50

2.3 Program Verification STV began the project with a conceptual plan and section developed by another A/E firm. This

concept was adjusted and modified at the direction of the owner to optimize flow of vehicles through the building.

STV was also given a concept plan of the administrative spaces (including offices, training room,

break room, conference room, toilet/locker facilities, etc.) STV met with the facility users to review the programmatic and functional needs of each of the

administrative type spaces which then became the basis for developing the concept plan presented to PRPA on 12-12-17.

The STV/PRPA meeting on 12-12-17 provided feedback and comments which were then

incorporated into a revised concept plan that was included with the 12-15-17, 15% POR submission. After the 15% submission, the MEP disciplines began developing their respective information. As

that occurred, the Architectural drawings evolved to accommodate MEP requirements. The summation of the development effort is shown on the attached 35% Submission Architectural

drawings. 2.3.1 Existing Conditions

• The proposed vehicle processing facility is to be located on a nearly flat parcel on the south side

of Kitty Hawk Avenue in south Philadelphia. • The site is to be prepared such that the ground floor level is 1’-0” above the 100 year flood plan. • No existing structures exist on the site.

2.3.2 Proposed Design Main Vehicle Processing Facility

• The proposed design is essentially a large, pre-engineered structure with nearly all of the functional areas located on the ground floor with a second floor area to support the administrative and MEP spaces.

• Exterior colors of the building shall include a minimum of three, by varying metal siding color in large vertical bands on each elevation. Colors shall be coordinated with owner during detailed design.

• The proposed design includes a gable style roof at a 1:12 slope with the ridge running longitudinally down the center of the building.

• The “high bay” areas where the vehicle processing operations occur shall have natural lighting provided by translucent panels high on the exterior walls.

• Finished ceiling heights in the administrative areas will vary from 8’-0” to 10’-0”, while the vehicle processing areas will have the exposed structure and insulation of the pre-engineered building visible.

• The Car Wash area walls shall be constructed and finished with materials that shall withstand nearly constant exposure to water as well as periodic power washing. One possible material is Fiberglass Reinforced Plastic (FRP) panels.

• Furniture, Fixtures and Equipment (office furniture, break room furniture, appliances, rack shelving, work benches, etc.) not associated with vehicle processing will be provided by the facility users.

Fuel Facility • The fuel facility is to have a canopy to shelter the equipment and users. The design intent is for

the structural metal roof deck to act as the roof surface, channeling rain water to a center drain. The metal deck will be supported by sloped structural steel with the highpoint at the perimeter, sloping to the center over the vertical column supports. The center drain is to be connected to rain water conductors that will run adjacent to the structural columns.

• The underside of the canopy is to have a ventilated metal soffit supported by light gage metal framing attached to the canopy structural steel.

• The perimeter of the canopy is to have light gage metal framing that will support composite metal panels with a vertical dimension adequate to cover the perimeter structural steel as well as provide adequate space for the canopy lighting and support structures.

• All exposed material colors shall be selected in coordination with those used for the main vehicle facility.

The following spaces are to be provided in the proposed facility:



2.3.3 Car Wash

The car wash is the first stop for vehicles entering the building. In this area, cars will be automatically washed by two automatic wash machines moving cars on a double belt at a rate of up to 250 per hour total.

• Wall construction shall be of materials able to withstand constant exposure to water and periodic

wash down with a power washing machine. • The floor shall be sealed concrete, sloped to drains. • Personnel doors and frames shall be fiberglass to withstand the moist environment. • High-speed doors shall be used at the exterior where vehicles enter the wash area, controlled

with motion sensors. In addition to the high speed fabric doors, conventional rolling steel doors shall be provided to meet security and thermal requirements.

• The exterior walls are to have an interior metal liner panel to a minimum of 8’-0” above finished floor. Above 8’-0”, the interior vinyl face batt insulation and PEMB structure will be visible.

• Immediately outside the exterior high-speed doors shall be a canopy that extends approximately 20’-0” from the building face and 4’-0” beyond the edge of the furthest jamb of the high-speed doors.

• The car wash area shall have a dedicated storage space with shelving for supplies. • Stations with time clocks or biometrics punch-in will be provided by the users (FF&E).

2.3.4 Parts Throw-In

The parts throw-in area is where the vehicles proceed after the car wash. In this area, vehicles receive items such as owner’s manuals, floor mats, trunk liners, etc. The items are literally thrown-in for final installation/placement by the receiving dealer. The cars move through this space on a belt similar to that used in the Car Wash.

• Plywood shall be provided to 8’’-0” above finished floor for wall protection, attached directly to

the building horizontal structural framing. The plywood must be fire-retardant. • Parts bins on racks are to be provided on either side of the moving belts for workers to easily

access the items that are to be “thrown-in” to the cars as they move by. The outer racks are configured to allow loading from the back side. The racks are to be provided and shall be up to 14’-0” high with 3 shelves.

• Rolling security grilles shall be provided between the Parts Throw-In and the PIO Area. 2.3.5 Print/Supply This space is where the vehicle window stickers are printed. This space shall be heated and air

conditioned to properly support the printing equipment.

• Printing equipment is to be provided by the users (FF&E) • A 3’-0” x 7’-0” door is required for access.

2.3.6 Body Shop This space is where vehicles receive repairs to body work damaged anywhere in the shipping

process from the factory to this facility.

• A total of 22 repair bays shall be provided, one of which has a lift. Each bay is to have a work/tool bench furnished by the users (FF&E).

• Four, single paint booths shall be provided. These are envisioned to be purchased units, erected on site and include a paint storage and mixing room. The purchased units shall include the ventilation systems. Note that the paint systems used in this facility are all water based, greatly reducing potentially hazardous conditions.

• Four paint prep areas shall be provided with a down draft ventilation system. • The body shop shall also have a storage space and a management office. • Doors to the exterior of the space shall be high-speed, controlled with motion sensors. Sizes are

to be determined with the users. In addition to the high speed doors, conventional rolling steel doors shall be provided to meet security and thermal requirements. The rolling doors are intended to be opened in the morning, closed in the evening.

• Stations with time clocks or biometrics punch-in will be provided by the users (FF&E). • A rolling security grille is to be provided between the Body Shop and the PIO area.

2.3.7 PIO Vehicle Processing

This space is where the vehicles are cued in 11 lines, nine deep front to back, ready for exit to awaiting car carriers. In this space, the vehicles receive battery checks, fluids and a last look at all exterior surfaces for any flaws. • As indicated above, 11 vehicle cueing lines are to be provided. The lines shall be safety yellow

paint stripes on the sealed concrete floor, approximately 180 feet long, 10’-6” center to center. • Doors to the exterior of the space shall be high-speed fabric, controlled with motion sensors.

Sizes are to be determined with the users. In addition to the high speed fabric doors, conventional rolling steel doors shall be provided to meet security and thermal requirements. The rolling doors are intended to be opened in the morning, closed in the evening.

• Structural building columns and walls susceptible to vehicle impact shall be protected with steel guard rails or pipe bollards.

2.3.8 Heavy PIO

This space is where vehicle repairs of a more extensive nature such as engine replacements are performed. • A total of 12 repair bays shall be provided, each with a lift and work/tool bench furnished by the

users (FF&E). One of the bays is to have a four post lift, the others will be two post type.



• Two wheel balancing machines and three tire changing machines are to be provided with the project.

• Structural building columns and walls susceptible to vehicle impact shall be protected with steel guard rails or pipe bollards.

2.3.9 Battery Maintenance This space is where batteries that fail testing in the PIO will be brought for evaluation and charging.

• All batteries used for vehicles or equipment in this facility are sealed and present negligible hazards in terms of leakage or vapors.

2.3.10 Parts Storage

This space is where all of the parts are inventoried and drawn from for the processing operations performed elsewhere in the building. • Structural building columns and walls susceptible to vehicle impact shall be protected with steel

guard rails or pipe bollards. • Parts are stored on heavy duty racks, 14’-0” high with three shelves, accessed by fork truck.

Racks shall be provided with the building construction. • Dedicated spaces shall be provided for a Receiving Office and a Parts Manager. • A rolling security grille shall be provided between Parts Storage and the PIO area.

2.3.11 Lunch Room This space is to provide an area for workers to sit and take their break or eat lunch.

• Amenities to include 4 refrigerators, 6 microwave ovens, and 4 vending machines provided by user (FF&E).

• Counters are to be solid surface with under mount stainless steel sinks. • Base and wall cabinets shall be plastic laminate. • Seating at tables for 200 minimum shall be provided by the user (FF&E). • Exterior windows for view and natural light shall be provided. • Exterior doors shall be provided. • Stations with time clocks or biometrics punch-in will be provided by the users (FF&E).

2.3.12 Training Room This space is where employee training will be provided.

• Seating for 30 to be provide by the user (FF&E). • An overhead projector mount shall be provided with the building construction for use with a

projector provided by the user (FF&E).

• A wall mounted projection screen shall be provided by the users (FF&E). 2.3.13 Toilet/Locker/Rooms

• Toilet and locker facilities shall be provided for 200 workers minimum at a ratio of approximately 70/30 men to women.

• Note that per code, facilities may be required for up to 1,000 occupants. For this project, the owner direction of 200 users will be used and applied to the plumbing fixture calculations.

• Double tier, 12” x 12” lockers shall be provided. • ADA lockers and benches shall be provided as required. • Lavatories shall be integral to the solid surface counters.

2.3.14 OEM Office Spaces (2)

• These spaces shall be provided for equipment fit-out and furniture placement by the vehicle manufacturers. Sizing is to accommodate approximately 4 cubicles along with equipment such as printers, copiers, files, etc. Final arrangement to be developed during detailed design. Furniture and equipment to be provided by the user (FF&E).

2.3.15 Teamster Office This space shall provide office area for the local teamster representative(s) and shall be sized to

accommodate desks and cubicles as well as a table and chairs for meetings. Final arrangement of furniture and equipment such as printers, copiers and files to be determined during detailed design.

The teamster office requires STC 50 rated walls. Furniture and equipment to be provide by the user (FF&E).

2.3.16 Hoteling Offices (2)

These spaces shall provide areas for transient administrative workers who need a private space to perform work when temporarily located at this facility. A basic office layout of desk and chair(s) will be provided by the user (FF&E).

2.3.17 Administrative Offices/Cubicle Open Office

These spaces shall provide spaces for administrative workers supporting the overall operations of the facility. It is envisioned that these spaces will be on the second floor. • To the greatest extent possible, private offices shall have exterior windows. • To the greatest extent possible, open office/cubicle areas shall have a visual connection to the

exterior either directly or through interior borrowed light windows. • View windows to the vehicle processing area below shall be provided. • All furniture and equipment is to be provide by the user (FF&E)



• Stations with time clocks or biometrics punch-in will be provided by the user (FF&E) at the second floor Vestibule Area.

2.3.18 Conference Room This space is where meetings are to be held with projection capabilities.

• A large table is to be provided with seating count to be determined. Table and seating to be provided by the user (FF&E).

• An overhead projector mount shall be provided with the building construction for use with a projector provided by the user (FF&E).

• A recessed, ceiling mounted projection screen shall be provided. • Base cabinets and a counter for serving refreshments shall be provided. • An exterior window with room darkening blinds shall be provided.

2.3.19 IT Rooms (2) This space is where the owner’s data racks and equipment are to be accommodated.

• Sizing has been developed with owner’s IT department. Concept plan shows a spaces configured with intended racks.

• Fire retardant plywood shall be provided on the walls to mount panels, etc. 2.3.20 IT Manager Office

This space shall be located near the IT Room and will provide a space for the IT manager to perform administrative duties. Furniture and equipment to be provide by the user (FF&E). • Sizing has been developed with owner’s IT department.

2.3.21 Mechanical/Electrical/Plumbing and Fire Protection Spaces

These spaces shall accommodate all of the equipment related to the heating, cooling, power, water and fire protection equipment for the building. These spaces require exposure to an exterior wall for access to louvers related to air and ventilation. As mentioned earlier in the report, these spaces shall be located on the second floor to be above and out of potentially high flood waters that are possible on the first floor.

2.3.22 Break Room (Second Floor) This space shall provide an area for workers to sit and take their break or eat lunch.

• Amenities to include 1 refrigerator and 3 microwave ovens by the user (FF&E).

• Counters shall be solid surface with under mount stainless steel sinks. • Base and wall cabinets shall be plastic laminate. • Seating at tables for 12 minimum is to be provided by the users (FF&E). • A view window to the vehicle processing area below shall be provided.

2.4 Spatial Organization The layout of the space was based on notional layouts developed by a previous A/E and served as a

starting point for STV. As noted earlier, the Administrative space layouts were developed by STV to address programmatic and functional requirements of the users.

2.5 Interior Construction & Finishes

New interior partitions shall consist of cold formed metal framing (studs) with a painted gypsum

board finish. Vinyl cove base shall be installed at all locations where walls meet the finished floor. In lieu of gypsum board, plywood with a paint finish is to be provided at all areas where vehicles are to be processed to protect wall surfaces as well as providing a surface on which to easily mount small, lightweight items related to the functions provided in certain area. The floor finish for all vehicle production areas shall be sealed concrete. Steel doors and door frames shall be painted to coordinate with vinyl base color. Select doors on the second floor shall be wood as indicated on the door schedule. Office doors shall have sidelights as noted on the door schedule. Fiberglass personnel doors and frames shall be provided in the Car Wash area.

A neutral color finish palette aligning with the vehicle branding colors shall be used to develop the

building finishes. Ceilings throughout shall be white. Fire rated assemblies are to be of UL tested and approved metal stud and gypsum board type

construction.

Room Finish Schedule 2.5.1 Car Wash Floor – Sealed concrete Base – Integral with wall finish system.

Walls – Waterproof finish such as FRP panels over water resistant construction (metal studs and cement board)

Ceiling – Waterproof finish over water resistant construction similar to the walls.



2.5.2 Facility Manager Office

Floor – Luxury vinyl tile. Base – Vinyl base Walls – Painted Gypsum Board Ceiling – 2 x 2 Suspended acoustical tile Window Blinds – 1” Aluminum blinds 2.5.3 Parts Throw-In Floor – Sealed concrete Base – Vinyl base Walls – Painted gypsum board Ceiling – Exposed structure. 2.5.4 Print/Supply

Floor – Sealed concrete Base – Vinyl base Walls – Painted gypsum board Ceiling – 2 x 4 Suspended acoustical tile 2.5.5 Body Shop/PIO Vehicle Processing/Heavy PIO/Parts Storage Floor – Sealed concrete Base – Vinyl base Walls – Painted gypsum board/Painted plywood to 8’-0” above finished floor (fire retardant). Ceiling – Exposed structure. Window Blinds – 1” Aluminum blinds (at offices) 2.5.6 Battery Maintenance/Storage Floor – Sealed concrete Base – Vinyl base Walls – Painted gypsum board Ceiling – Exposed structure. 2.5.7 Lunch Room/Training Room Floor – Polished/sealed concrete Base – Vinyl base Walls – Painted gypsum board (STC 50 rated walls) Ceiling – 2 x 2 Suspended acoustical tile Counters – Solid surface with integral under mount lavatories

Cabinetry – Plastic laminate over white melamine Window Blinds – 1” Aluminum blinds 2.5.8 Toilet/Locker/Shower Rooms Floor – Polished/sealed concrete Base – Vinyl base/ceramic tile cove Walls – Painted water resistant gypsum board/ceramic tile wainscot to 4’-0” aff. Ceiling – 2 x 2 Suspended acoustical tile Toilet partitions – Solid plastic 2.5.9 OEM Office/Teamster Office/Hoteling Offices/Corridors (First Floor)

Floor – Polished concrete Base – Vinyl base

Walls – Painted gypsum board (STC 45 rated walls at all offices except Teamsters which is to have STC 50 rated walls).

Ceiling – 2 x 2 Suspended acoustical tile Window Blinds – 1” Aluminum blinds 2.5.10 Private Offices/Conference Room (Second floor)

Floor – Luxury vinyl tile Base – Vinyl base Walls – Painted gypsum board Ceiling – 2 x 4 Suspended acoustical tile Window Blinds – 1” Aluminum blinds 2.5.11 Open Offices Areas/IT Room/IT Manager

Floor – Luxury vinyl tile Base – Vinyl base Walls – Painted gypsum board Ceiling – 2 x 2 Suspended acoustical tile 2.5.12 Toilet Rooms (Second Floor)

Floor – Sealed concrete Base – Ceramic cove Walls – Painted gypsum board/ceramic tile to 4’-0” above finished floor. Ceiling – 2 x 2 Suspended acoustical tile Counters – Solid surface with integral under mount lavatories Toilet partitions/urinal screens – Solid plastic



2.5.13 MEP Spaces Throughout

Floor – Sealed concrete Base – None, any gap to be sealed with caulk

Walls – Painted gypsum board with painted plywood (fire retardant) where required to mount equipment such as electrical panels, etc.

Ceiling – Exposed structure 2.5.14 Break Room Floor – Luxury vinyl tile Base – Vinyl base Walls – Painted gypsum board Ceiling – 2 x 2 Suspended acoustical tile Counters – Solid surface with integral under mount sinks (ADA compliant as required). Cabinetry – Plastic laminate over white melamine (ADA compliant as required) Window Blinds – 1” Aluminum blinds 2.5.15 Stairs Floor – Sealed concrete Base – Vinyl Base Walls – Painted gypsum board Ceiling – Painted gypsum board Stair – Paint all exposed metal surfaces of stair and railings. 2.5.16 Elevator Floor – Luxury vinyl tile Base – Elevator manufacturer’s standard Walls – Plastic laminate Ceiling – Elevator manufacturer’s standard Bumper rails – flat stainless steel Doors – Stainless steel Provide full height protective pads

PHILADELPHIA REGIONAL PORT AUTHORITY 3.0 STRUCTURAL


3.0 STRUCTURAL 3.1 Scope of Work The structural work for this project includes the preparation of a Program of Requirements and

Bridging Documents developed to 35% design of the column foundations, ground floor slab and second floor for a PEMB building structure. This includes the design of any specialized foundations or pits such as those for car lifts and the car wash conveyor. The building’s superstructure, including lateral system, is to be a pre-engineered metal building (PEMB) to be designed by the PEMB manufacturer. There is an additional fuel facility which will be a steel framed canopy structure supporting a metal deck roof. There will be a concrete slab on ground and concrete foundations supporting the steel columns.

3.2 Codes, Standards and References The following codes, standards and references were determined to be in effect at the time of writing

the Program of Requirements. The Designer of Record must verify that these codes have not been updated or changed by the Authority having jurisdiction.

a. Pennsylvania Uniform Construction Code as adopted by the City of Philadelphia.

b. International Building Code, 2009.

c. American Concrete Institute (ACI) 301-05: “Specifications for Structural Concrete”. d. ACI 318-08: “Building Code Requirements for Structural Concrete & Commentary.” e. ACI 530-08: “Building Code Requirements for Masonry Structures & Commentary.” f. ACI-530.1-08: “Specification for Masonry Structures & Commentary.” g. American Institute of Steel Construction (AISC) 360-05: “Specification for Structural Steel

Buildings.” h. AISC 341-05: “Seismic Provisions for Structural Steel Buildings.” i. AISC Code of Standard Practice for Steel Buildings and Bridges, 2005.

j. American Society of Civil Engineers (ASCE) 7-05: “Minimum Design Loads for Buildings and Other Structures”, with Addenda.

k. American Welding Society (AWS) D1.1-04: “Structural Welding Code – Steel.” l. AWS D1.3-98: “Structural Welding Code – Sheet Steel.”

m. AWS D1.4-98: “Structural Welding Code – Reinforcing Steel.” n. Steel Deck Institute (SDI) DDM03: Diaphragm Design Manual, Third Edition. o. SDI No. 31: Design Manual for Composite Decks, Form Decks and Roof Decks. p. SDI No. MOC2: Manual of Construction with Steel Deck.

3.3 Materials 3.3.1 Concrete

a. Concrete 28 day compressive strength: i. Footings and foundation walls, normal weight concrete, air entrained:

f’c = 4,500 psi ii. Slab-on-grade, normal weight, non-air entrained: f’c = 4,000 psi iii. Building elevated slabs, normal weight, non-air entrained: f’c = 4,000 psi

b. Reinforcing Steel:

i. Bar Reinforcing: ASTM A 615, Grade 60 ii. Welded Rebar, Threaded Rebar and where noted: ASTM A 706, Grade 60 iii. Welded Wire Reinforcing (WWR): ASTM A 1064, flat sheet mesh

3.3.2 Structural Steel a. Structural Steel W-shapes: ASTM A 992, Grade 50 b. Miscellaneous Steel Shapes and Plates: ASTM A 36 c. Hollow Structural Shapes (HSS): ASTM A 500, Grade C d. Structural Steel Pipe: ASTM A 53, Grade B e. High Strength Bolts: ASTM A 325, ¾” Ø f. Welding: AWS D1.1 G. Welding Electrodes: AWS A5.2 (E70XX) H. Anchor Rods: ASTM F 1554, Grade 36 3.4 Design Loads 3.4.1 Dead Loads a. Unit weights will be in accordance with the commentary to ASCE 7-05, for various construction

materials and assemblies. b. Material Weights: i. Concrete: 150 pcf ii. Steel: 490 pcf

PHILADELPHIA REGIONAL PORT AUTHORITY 3.0 STRUCTURAL


3.4.2 Live Loads a. Uniform Roof Live Load: 20 psf b. Uniform Second Floor Live Loads: i. Offices + Partitions 65 psf ii. Corridors 80 psf iii. Stairs and Landings 100 psf

iv. Storage 125 psf v. Mechanical and Electrical Rooms 250 psf

c. Uniform Ground Floor Live Loads: i. Ground Floor 250 psf

d. Equipment: Applicable areas of floor and roof structures shall be designed for the weights, dynamic loads and effects of mechanical and electrical equipment.

3.4.3 Wind Loads: a. Basic Wind Speed: V = 90 mph b. Exposure Factors: i. Main Wind Resisting System: C ii. Components and Cladding: C c. Topographic Factor: Kzt = 1.0 d. Directionality Factor: Kd = 0.85 e. Risk Category: II f. Wind Importance Factor: Iw = 1.0 g. Enclosure Classification: Enclosed h. Internal Pressure Coefficient: GCpi = ± 0.18 3.4.4 Snow Loads a. Ground Snow Load: Pg = 20 psf b. Snow Importance Factor: Is = 1.0 c. Flat Roof Snow Load: Pf = 20 psf 3.4.5 Seismic Loads

a. Seismic loads are based on the methodology outline in IBC 2009 and ASCE 7-05. b. Site Location: Philadephia, PA c. Seismic Occupancy Category: II d. Seismic Design Category: C e. Seismic Importance Factor: I = 1.0 f. Maximum Considered Earthquake (MCE) Ground Motion:

i. 0.2 Second Spectral Response: Ss = 0.264 ii. 1.0 Second Spectral Response: S1 = 0.059

g. Seismic Site Classification: E h. Short Period Site Coefficient: Fa = 2.5

i. Long Period Site Coefficient: Fv = 3.5 j. Maximum Considered Earthquake:

i. Short Period, Fa * Ss: SMS = 0.648 ii. 1s Period, Fv * S1: SM1 = 0.206

j. Design Spectral Acceleration: i. Short Period: SDS = 0.432 ii. 1s Period: SD1 = 0.137

3.4.6 Allowable Deflections a. Roof (Live Loads): L/360 b. Roof (Total Load): L/240 c. Floor (Live Loads): L/360 d. Floor (Total Load): L/240 e. Vertical and Horizontal Members Supporting Unreinforced Masonry: L/600 3.4.7 Allowable Story Drifts a. Wind: H/100 3.5 Geotechnical

A site specific subsurface exploration and analysis has been performed by Advantage Engineers to determine the appropriate foundation system for the building and the applicable geotechnical design parameters for the foundations and ground floor slab of the building.

3.6 Foundation System Based on recommendations of Advantage Engineers, the vehicle processing facility shall have a

conventional shallow foundation system with isolated spread footings supporting the steel columns, wall footings supporting the exterior walls and a slab-on-grade for the ground floor. The footings shall have an allowable bearing pressure of 2,000 psf and a geogrid shall be required under the foundations.

PHILADELPHIA REGIONAL PORT AUTHORITY 4.0 MECHANICAL


4.0 MECHANICAL 4.1 Scope of Work

This section shall establish the Heating, Ventilation and Air Conditioning (HVAC) systems that shall be utilized to serve the proposed vehicle processing facility for Glovis. The mechanical scope of work includes service to all building interior spaces. The two-story office area shall be served by one (1) Direct Expansion (DX) packaged Air Handling Unit (AHU) with an outdoor air cooled condensing unit. Rooms shall be served via Variable Air Volume (VAV) units with hot water reheat coils with the exception of perimeter offices that will be served by Fan Powered Terminal Units (FPB). The locker rooms and toilet areas shall be served by a dedicated energy recovery unit (ERU) utilizing gas heat and a direct expansion cooling coil. The unit shall utilize a plate heat recovery section. It will also have an outdoor air cooled condensing unit. The remainder of the facility will require a heating only design with ventilation provisions enough to maintain the design Air Changes per Hour (ACH) requirement. The heating units unit shall utilize a plate heat recovery section. Critical exterior garage doors will have hot air door curtains installed to counteract infiltration.

4.2 Codes and Standards 4.2.1 The HVAC system for the Glovis Vehicle Processing Facility will be designed in accordance with

the latest edition of all applicable codes, standards and governing agencies, including the following: The Designer of Record must verify that these codes have not been updated or changed by the

Authority having jurisdiction. a. International Building Code, 2015.

b. International Mechanical Code, 2015.

c. International Energy Conservation Code, 2015.

d. ASHRAE Standard 90.1 2016.

e. ASHRAE Standard 62.1 2013

f. ASHRAE Handbook – Fundamentals 2013.

g. SMACNA – HVAC Duct Construction Standards: Metal and Flexible 2005.

h. NFPA 70, National Electric Code – 2014.

i. NFPA 90A, Standard for the Installation of Air Conditioning and Ventilation Systems – 2015.

j. NFPA 101, Life Safety Code – 2015. 4.3 Design Criteria 4.3.1 Outdoor Conditions Summer: 90.8°F DB/74.4°F WB (ASHRAE 2013) Winter: 18.0° F DB (ASHRAE 2013) 4.3.2 Indoor Conditions

a. Office Spaces: Occupied – Summer: 75°F DB ± 2°F/50% RH maximum Winter: 70°F DB ± 2°F/30% RH minimum Unoccupied – Summer: 85°F DB maximum Winter: 55°F DB minimum

b. Vehicle Processing Spaces: Occupied – Winter: 65°F DB Unoccupied – Winter: 55°F DB minimum

4.3.3 Infiltration

a. Office Spaces:

Offices spaces with windows do not require special infiltration provisions such as wall fin radiation. The FPB terminals will supply all space heating and air will be directed at the windows to counteract any infiltration due to the windows.



b. Vehicle Processing Spaces:

Hot air door curtains shall be installed at vehicle entry and exit points. Each entry and exit point to the Car Wash and PIO Vehicle Processing shall have a door curtain. This automatic door is critical because the garage doors will often remain open for long periods of time. Employees are processing tags and scanning items upon vehicle ingress where they encounter high points of cold air infiltration during heating season.

4.3.4 Internal Heat Gains

a. Office Spaces

o Lighting – 1.1 Watt/ft2 of floor space o People

First floor – up to 250 people Second floor – 80 people

o Equipment (ASHRAE Handbook - Fundamentals 18.8) 135 Watts / workstation 550 Watts / copier 110 Watts / personal printer 3194 Watts / microwave 1407 Watts / refrigerator

b. Vehicle Processing Spaces

o Lighting – 1 W/sf of floor space o People – 200 people (max employees per shift on floor) o Equipment – actual equipment loads to be determined by equipment schedule. 1Watt/ft2

assigned in preliminary load calculations. 4.3.5 Ventilation Minimum Outdoor Air (ASHRAE Standard 62.1):

a. Office Spaces – 5 cfm per person and 0.06 cfm/ft2 of floor office floor space b. Break Rooms – 5 cfm per person and 0.12 cfm/ft2 of break room floor space c. Vehicle Processing Spaces – 5 cfm per person and 0.75 cfm/ft2 of processing floor space d. Corridors – 0.12 cfm/ft2 of corridor floor space e. Toilet Rooms 70 cfm per fixture and 0.25 cfm/ft2 of floor space f. Locker Rooms 0.25 cfm/ft2 of floor space

4.3.6 Noise Criteria

The HVAC systems will be designed per ASHRAE Handbook 2015 Chapter 48 for noise criteria level (NC) not to exceed the following:

Office Spaces: 30-35 NC Vehicle Processing Spaces: N/A

Low velocity supply will be provided through duct runouts in conference rooms and private office spaces to maintain NC. Vehicle Processing Center does not need noise criteria limits as they are open to intrusion from outdoor noise sources as well as prone to noise within the facility.

4.4 Proposed System Description 4.4.1 Air Conditioning Systems 4.4.1.1 Office Spaces

The proposed two story office space shall be conditioned to provide heating during winter and cooling during summer. A single 65 ton packaged air handling unit (with DX cooling coils and hot water heating) will be located in the second floor mechanical space. Total supply air to first and second floor office spaces shall be approximately 20,000 CFM. A 65 ton condensing unit will be set on grade close to the mechanical room The main supply ductwork will lead from the air handler to VAV/FPB terminals with reheat coils served by hot water. Hot water supply shall be derived from high efficiency gas boiler located in mechanical space. The ductwork, VAV/FPB terminals and all associated dampers and fittings will be located above the ceilings. Supply and return ductwork will be galvanized steel and will be constructed in accordance with SMACNA standards. Supply ductwork shall be provided with 2” of insulation. Above ceiling space will serve as a return air (RA) plenum where main return duct branches with openings will collect RA. Spaces with walls that extend from floor to the underside of structure shall have transfer air ducts to ensure circulation of air to the RA plenum. Large spaces such as room 101 BREAK shall have multiple zones where separate VAV boxes will serve the interior and exterior zones of room. A single thermostat will control large spaces for uniform temperature throughout the space. First floor individual offices will have dedicated zones such that one VAV/FPB terminal will be assigned to each office with a thermostat for occupant controllability and comfort.



First floor men’s and women’s restrooms shall be served with a dedicated energy recovery unit. Since the toilet/locker areas have a large exhaust requirement an air to air energy recovery unit will be located in the mechanical room mezzanine to recover energy from the exhaust air stream prior to an exhaust fan relieving the exhaust air to the exterior of the building. Second floor restrooms will be served shall be served by the same dedicated energy recovery unit. The ERU shall have an integral gas heater and a direct expansion cooling coil to temper the 100 percent outside air. Second floor offices shall be grouped such that two offices of similar size and usage may be served from one FPB terminal with one (1) thermostat. Corner offices shall have a dedicated VAV/FPB terminal and one (1) thermostat.

4.4.1.2 Vehicle Processing Spaces

Small offices located outside of the main two floor office area will not be served by the air handling unit. These offices will be conditioned for cooling and heating with Package Terminal Air Conditioners (PTAC). Each office shall have its own thermostat to maintain controllability for the occupant. Ductwork will be galvanized steel and shall be constructed in accordance with SMACNA Standards for appropriate pressure class. Ductwork will be sealed to meet SMACNA Seal Class A as a minimum.

4.4.2 Heating Systems 4.4.2.1 Office Spaces Office space heating requirements shall be fulfilled through the air handling unit. VAV terminals

shall have integral hot water heating coils to meet temperature set point. VAV terminals serving exterior office shall be fan powered variable volume units.

4.4.2.2 Vehicle Processing Spaces The vehicle processing areas shall have a heating only design with ventilation requirements. The

heating loads and CFM required can be found in Appendix A-M.4. PIO Vehicle Processing, Heavy PIO, Parts Throw-In, and the Body Shop shall be heated through

Heat and ventilation units with energy recovery. The ventilation air will be provide 100% outside air capable indirect gas fired heaters. These will be horizontal units that have an outside air duct penetration in the exterior wall and the capability to recirculate return air during unoccupied modes. The heaters will provide 7 ACH to maintain design ventilation requirements.

As a bid add alternate, these areas shall also be heated through hydronic piped radiant floor heat. The

radiant heat shall provide a comfortable working environment for occupants during the winter season as the heated area will be between the floor and approximately 7 feet above the floor where employees will be working. The garage doors that serve the PIO Vehicle Processing area shall have a hot air door curtain to help mediate infiltration. This is also a critical point where employees are stationed at the ingress and egress points and encounter the cold air.

The car wash area shall also have hot air door curtains as this garage door will remain open during

working hours. The car wash area shall also have gas fired radiant panels to heat the space. The parts storage area shall require ventilation that will be achieved through a dedicated heat and

ventilation unit. The space shall be heated with gas fired unit heaters suspended high in the storage area and located near exterior walls.

Ductwork will be galvanized steel and shall be constructed in accordance with SMACNA Standards for appropriate pressure class. Ductwork will be sealed to meet SMACNA Seal Class A as a minimum.

4.4.3 Humidity Control The Print/Supply room in Parts Throw-in and the Storage room in the Car Wash shall need humidity

control that can be achieved with PTAC units. 4.4.4 Air Quality Control The constant flow of vehicles through the processing rooms shall require CO monitoring. Carbon

monoxide monitors can cover approximately 7500 ft2 of space. The height of the processing spaces will require mounting of high and low CO monitors. The square footage of this facility will require approximately twenty (20) CO monitors in the PIO, Parts Throw-in, and Body Shop. When CO readings are high the 100% OA units will ramp up to provide fresh air.

Large meeting areas such as the Break Room and conference rooms shall require CO2 monitors

which will increase the outside air to the office air handling unit if the CO2 levels rise above the code allowed maximum.

4.5 HVAC Controls The HVAC systems in the building shall all be interconnected through a BAS. The controls shall be

provided with direct digital controls. CO monitoring stations will be able to communicate with Heating and Ventilation units to provide additional outside air when necessary. Thermostats will communicate with heaters to maintain 65 deg. F heating set point.

Thermostats and CO2 monitors in the office areas will communicate with the air handling unit to

ramp up or down to maintain temperature set points and CO2 requirements. 4.6 PIO Equipment The equipment that is utilized in the PIO and Paint Shop areas will be provided with the building.

There will be four paint booths (two sets of two arranged back to back). The booths will utilize integral gas fired heating, a cooling coil, a supply fan and an exhaust fan. The booth shall have a laminar flow ceiling and the floor will utilize a trench with grating and filters to capture the air and



exhaust it to the outside. The booths shall have integral lighting. The booths shall be capable of driving through the first booth and exiting the second booth which is back to back.

The heavy PIO area shall utilize floor mounted lifts. The lifts shall consist of both two post and four

post lifts. The lifts shall be provided with the building and shall be electrically operated. The lifts shall be designed to safely lift and lower cars.

PHILADELPHIA REGIONAL PORT AUTHORITY 5.0 PLUMBING


5.0 PLUMBING 5.1 Codes, Standards and References 5.1.1 Codes The Designer of Record must verify that these codes have not been updated or changed by the

Authority having jurisdiction.

a. The 2004 Philadelphia Plumbing Code, second edition, fifth printing October 2017. b. The 2009 International Building Code. c. The 2012 International Building Code, Chapter 11, Accessibility Requirements. d. The 2015 International Building Code, Appendix E, Supplementary Accessibility Requirements. e. The 2009 International Code Council A117.1. f. The 2009 International Fuel Gas Code.

5.1.2 Standards a. ASTM – American Society for Testing and Materials. b. ASME – American Society of Mechanical Engineers. c. AWWA – American Water Works Association. d. ANSI – American National Standards Institute. e. UL – Underwriters Laboratory. f. PDI – Plumbing and Drainage Institute. g. AWS – American Welding Society. h. NSF – National Sanitation Foundation. i. ASCE – American Society of Civil Engineers.

5.1.3 References None 5.2 Design Criteria All materials and equipment, as well as the completed installation, shall comply with the latest laws,

regulations and ordinances of the City of Philadelphia, all local authorities having jurisdiction, and the codes and standards as listed in 4.1 above. Preliminary calculations for the sizing of plumbing system piping for domestic water, sanitary and natural gas are provided in Article 5.2.9.

5.2.1 Piping System Material a. Water Piping Aboveground: Type L copper ASTM B88 with lead free solder connections.

Compression fittings (Viega Propress or equivalent system) are allowed by the Philadelphia Plumbing Code and may be used with owner permission. All cold, hot and hot water return piping shall be insulated with 1-inch thick fiberglass insulation. An aluminum jacket shall also be provided to insulated piping exposed to shop conditions from finished floor to 8 feet above finished floor or install piping concealed in wall.

b. Water Piping Below Ground: Soft Type K Copper ASTM B88 tubing with lead free solder

connections. c. Sanitary Waste and Vent Piping (above ground): Service weight hubless cast iron soil pipe with

coupling for above ground piping. d. Sanitary Waste and Vent Piping (below ground): Service weight cast iron hub and spigot pipe

with caulked joints (lead and oakum). e. Floor drains for use in sanitary waste systems is to be of coated cast-iron material. Floor drains

shall be required for showers and emergency showers. Floor drains are recommended for maintenance in toilet rooms. Where drains are located in vehicle or equipment areas, the grate shall be rated for vehicle traffic loads (Class C, heavy duty). All other drains shall be rated for light duty, and provided with a heel proof grate.

f. Natural Gas Interior Aboveground: Schedule 40 steel or wrought iron (cast iron and ductile iron

are not permitted) with screwed and welded fittings. g. Natural Gas Below Ground: It is anticipated that all piping will be run above ground thru the

building for equipment requiring natural gas.



h. Compressed Air: Type L copper ASTM B88 with solder connections. i. Piping for Car Wash and Detergent shall be in accordance with equipment manufacturer. Note: Piping shall be in accordance with Philadelphia Plumbing standards. Plastic pipe is not

permitted for commercial applications for domestic water, sanitary or vent. 5.2.2 Plumbing Fixtures and Equipment Plumbing fixtures are described in this section. All plumbing fixtures selected shall conserve water.

Toilet room fixtures shall be ADA-compliant where required. The following types of fixtures will be used as required.

a. Water Closets and Urinals shall be wall-mounted, vitreous china and include chair carrier and

sensor operated flushometer. Water closets and urinals shall have low flow flushometers (1.28 GPF and .125 GPF, respectively) typical.

b. Toilet room lavatories shall be countertop or wall-mounted, vitreous china, with a sensor

operated faucet (.50 GPM) and grid drain. Fixture installation shall include traps, stops, and supplies, and ASSE 1070 tempering valve, or faucet shall have integral thermostatic mixing valve rated in accordance with ASSE 1070.

c. Bi-level water coolers shall be available per floor. d. Single bowl sinks shall be located in the break room. The sinks shall be 19” x 22” minimum.

Depth shall meet accessible (ADA) requirements. Sink shall be 18-gauge stainless steel units with lever faucet.

e. Cold water connections shall be available in the break room for coffee machine or ice machine

connections. Coordination to be determined for water connections at vending machines. f. Mop receptors for Janitors Closets shall be floor mounted one piece 36” x 36” x 12” deep precast

terrazzo fixture complete with integral 3-inch drain. Accessories shall include a wall mounted faucet with vacuum breaker, pail hook and threaded hose end, wall guards, mop hanger, and hose bracket.

g. Emergency face wash/showers shall be located in three (4) areas of the shop floor: near battery

storage, in the paint shop, fork lift service area and in the chemical (detergent) storage area of the car wash. The shower shall deliver tepid water at 20 GPM for 15 minutes.

h. Water heaters shall be installed in the following areas: i. General Office Space (lavatories, janitor sink and break room sinks). Water heater shall

be a gas-fired storage type heater 95% minimum efficiency with flue type as recommended by the manufacturer. Installation shall comply with the International Fuel Gas Code.

ii. Car Wash Bays. One water heater shall be designated for each car wash lane. Water heater shall be a gas-fired storage type heater 95% minimum efficiency with flue type as recommended by the manufacturer. Installation shall comply with the International Fuel Gas Code. Hot water shall be supplied to meet the car wash equipment requirements and car intake. The car wash operation may, at times, run 24/7.

iii. Emergency face wash/shower equipment. Provide a local tankless water heater for each emergency shower. A tankless heater will eliminate a large storage type water heater with constant hot water recirculation. Tankless units are energy efficient and will only operate when flow is detected.

The above requirements are the minimum requirements for plumbing systems. All fixtures,

materials and plumbing equipment discussed in this section shall be new and manufactured in the United States.

5.2.3 Storm Water Drainage Storm water drainage system shall be provided to convey rainwater from the roof. The roof drainage

method is to be architectural perimeter gutters and downspouts. Internal roof drains will not be used. 5.2.4 Building Sanitary Waste and Vent Building waste shall be collected from plumbing fixtures and equipment by gravity and will connect

to the sanitary sewer main on the site. Interior building drain sizing shall meet the sizing criteria of the Philadelphia Plumbing Code. Based on the preliminary plans and office plumbing fixtures, the drainage fixture units will be 227 DFUs. The minimum pipe size for the proposed fixtures is 6” at 1/8” per foot, leaving the building. Intermediate branch piping will be sized to accommodate fixture loads. Preliminary sizing is attached in Article 5.2.9.

Waste from the car wash operation shall be collected separately and recycled. All waste water shall

pass through a recycling system. It is anticipated that 95% of the car wash water will be recycled, and 5% of the waste water discharged to the sanitary sewer system. System sizing will depend on final selection of car wash equipment.



Trench drains shall be located at three (3) vehicle entrances to collect any storm water or ice melt. Six floor drains shall be located in the shop area to collect any moisture on the vehicles. Three (3) will be located in the body shop, three (3) in the POI. These drains will be piped separately to an oil water separator in accordance with Philadelphia Water Department Pretreatment Guidelines.

All fixtures shall be trapped and vented to atmosphere. Floor cleanouts for maintenance purposes

shall be provided in horizontal piping at intervals not exceeding 50 feet for pipe 4” or less and 100 feet for pipe larger than 4”. Clean outs shall be located at each change of direction including 45 degrees. Vents will be extended through the roof.

Separate sanitary piping systems shall be used for sanitary waste and waste water generated by the

car wash process. 5.2.5 Water Service Water will be supplied from Philadelphia Water Department piping located in Kitty Hawk Avenue

and enter the Water Service Room. A water meter and reduced pressure backflow preventer shall be provided in the second floor mechanical room. Minimum building domestic water service size shall be not less than 4 inches. Preliminary sizing is attached in Article 5.2.9.

A second back flow preventor will be provided at the car wash for separation of chemicals and

detergents from the domestic water service. A second meter shall be located here to monitor the water used at the car wash system.

Water heaters will be provided for three separate applications: a. Gas fired water heater for plumbing fixtures. b. Gas fired water heater for each car wash line. c. Electric tankless water heater at each emergency face wash/shower. Hot water shall be stored in the water heaters at 140°F to prevent the formation of Legionella

bacteria. A thermostatic mixing valve complying with ASSE 1017 shall be used to supply hot water to the facility at 120°F. Water shall be supplied to hand washing locations through an ASSE 1070 compliant mixing valve to provide a water temperature of 105°F at each faucet, or a faucet similar to Chicago Faucets Model 420 with an ASSE 1070 compliant integral thermostatic control.

The gas fired water heater shall be sized to accommodate lavatories, sinks and mop receptors used in the office area of the facility. Circulated hot water shall be provided to within 25 feet developed length of all fixtures requiring hot water. Preliminary sizing based on the proposed fixtures is a 50 gallon, high efficiency, 80 MBH water heater.

An additional pair of gas fired water heaters will be provided for the car wash operation. Final

sizing will depend on the equipment requirements. A preliminary water heater size is included in Article 5.2.9.

Tankless electric water heaters shall be sized to accommodate the requirements for tepid water for

the emergency fixtures. Three emergency face wash/showers shall be located in remote areas. Each emergency face wash/shower shall be supplied with 75°F to 80°F tepid water. A tankless water heater will eliminate the need for a storage type water heater and recirculation piping. The tankless unit will provide immediate tepid water upon flow activation. Floor drains at safety showers shall be provided for this project.

5.2.6 Natural Gas The new gas service shall enter the building in the water service room. A meter and pressure

regulator shall be installed in accordance with Philadelphia Gas Works (PGW) Piping Specifications and Equipment Installation Code Guideline. An accessible shut-off valve shall be installed on the line at the building entrance for manual emergency shut-down. The new system shall provide natural gas to the mechanical (HVAC) equipment and the gas water heaters (employee and car wash equipment). Pressure requirements shall be coordinated with specified equipment and the gas service pressure for the area. The site gas service pressure will need to be verified with PGW. Equipment may require higher operating pressure. The anticipated gas load based on preliminary sizing is 50,000 to 58,000 cubic feet per hour (CFH). Pipe sizing is based on Table 402.4(2) of the International Fuel Gas Code. Final design will depend on equipment locations and selection. Preliminary sizing is attached in Article 5.2.9.

5.2.7 Compressed Air Service Compressed air shall be supplied to the PIO area. Hose reels will be located along the wall for use.

Two (2) 20 HP compressors shall be located in the mechanical room. Piping will be routed to POI hose reels and tire mounting and balancing equipment located in the PIO area. Separate piping shall be routed to the body shop for use in the paint booths and repair stations. Compressed air to be supplied at 90-125 PSIG. Two (2) oiless, rotary screw compressors with dryer will be used. The pipe shall be interconnected to allow for occasional shut down or compressor repair without interruption to site operation.

5.2.8 Testing and Inspection All piping systems shall be leak tested in accordance with the Philadelphia Plumbing Code and

Philadelphia Water Department. System Start-Up Procedures. The Contractor shall be responsible for equipment startup with piping connections, pressure testing the system and cleaning/sterilization prior to final system acceptance.

5.2.9 Preliminary Calculations (Please see attached calculation sheets)

PHILADELPHIA REGIONAL PORT AUTHORITY 6.0 FIRE PROTECTION


6.0 FIRE PROTECTION 6.1 Codes, Standards and References

All materials and equipment, as well as the completed installation, shall comply with the latest laws, regulations, and ordinances of the City of Philadelphia, all local authorities having jurisdiction, and the codes and standards as listed below:

6.1.1 Codes a. International Fire Code, 2009, with City of Philadelphia Amendments. b. City of Philadelphia Fire Code, 2013. c. City of Philadelphia Electrical Code, 2009. d. City of Philadelphia Plumbing Code, 2004, 4th Addition. 6.1.2 Standards a. NFPA 13 – Standard for the Installation of Sprinkler Systems. b. NFPA 70 – National Electric Code. c. NFPA 72 – National Fire Alarm Code. d. NFPA 25 – Standard for the Inspection, Testing, and Maintenance of Water-Based Fire

Protection Systems. 6.1.3 References a. FM-Factory Mutual Global. b. Project Specifications. c. Manufacturers Installation Instructions. 6.2 Sprinkler System A hydraulically calculated automatic wet pipe fire sprinkler protection system shall be provided

within the Vehicle Processing Facility. Provide 100 percent wet type sprinkler protection coverage as required by the applicable codes. The fire protection water shall be supplied from the City of Philadelphia. Provide a dedicated 10” fire service line to the Philadelphia Auto Processing Building. Provide a double check backflow preventer complying with the requirements of the local water

authority. Locate the backflow preventer within the fire pump room. This wet type sprinkler system must be installed in conditioned areas.

6.3 Design Criteria All systems shall be hydraulically designed in accordance with NFPA 13. The design shall be by an

approved computer hydraulic calculation program using the Hazen-Williams method. The sprinkler system shall be hydraulically designed by a Sprinkler Contractor and shall bear the seal and signature of a Fire Protection Engineer. The system shall be tested and certified as required by NFPA 13.

Protection for all areas where storage considerations with plastics include the material that the

commodity is stored in, i.e. plastic wrappings, and the pallet on which it is stored shall be Extra Hazard Group 2 protected in conformance with NFPA 13. The utilization of CMSA (Control Mode Specific Application) sprinklers is the recommended sprinkler type for this space to avoid the need for ESFR (Early Suppression Fast Response) sprinklers and in-rack sprinklers.

The following criteria shall be used for the design of Wet sprinkler systems based on the

requirements of NFPA-13: 6.3.1 Occupancy Group F-1 a. Hazard Classification (Light):

i. Service/Break Room ii. Corridors iii. Office/Training iv. Locker

b. Hazard Classification (Ordinary Group I): i. Storage ii. Mechanical Room iii Fire Pump Room iv. Electrical/IT v. Janitor Closet c. Hazard Classification (Ordinary Group II): i. PIO (Port Authority Option Installed) ii. Throw-In iii. Carwash iv. Body Shop d. Hazard Classification (Extra Hazard Group I): i. Paint Booth

PHILADELPHIA REGIONAL PORT AUTHORITY 6.0 FIRE PROTECTION


e. Hazard Classification (Extra Hazard Group II): i. Parts Storage 6.3.2 Hose Streams to be added to Total Sprinkler Water Supply a. Light Hazard – 100 GPM total, with a 30-minute water supply duration. b. Ordinary Hazard – 250 GPM total, with a 60-90 minute water supply duration. c. Extra Hazard Group II – 500 GPM CMSA Sprinklers, with a 90 - 120 minute water supply

duration. 6.3.3 Minimum Required Water Supply for the most demanding hazard is estimated at: a. Total sprinkler and hose water required for parts storage room depending on sprinkler type

selected are estimated to be between: 1500 GPM and 1800 GPM. b. Total required pressure to serve the sprinkler/hose demand depending on sprinkler type selected

is estimated to be: 30 psi. The Engineer of Record shall determine that an adequate water supply is available to the site. The

Fire Protection Engineer of Record shall be required to obtain a new flow test during the design stages to verify the flow test data provided herein. The supplied flow test was conducted on March 25, 2017, from the 12” underground service main located at Kitty Hawk Avenue. The results are as follows: static hydrant pressure was 50 psi, residual hydrant pressure was 32 psi, and the residual flow was 1,550 GPM. It is anticipated that the most demanding sprinkler zone shall require a fire pump. The design shall provide for a minimum margin of safety factor of 10% beneath the flow test curve at the sprinkler system demand point including losses through water service piping, valves, and double check assemblies. For this preliminary design effort, a 2,000 GPM electric fire pump is anticipated. The fire pump and associated components and accessories shall be in a dedicated fire pump room estimated to be a 20’x12’ room within the overall mechanical room.

6.4 Design Requirements One-hundred-percent (100%) automatic sprinkler protection shall be provided for all areas of the

building (per NFPA 13) and the International Fire Code. Sprinkler systems shall include, but not be limited to the following items:

a. All piping, valves, fittings, and supports. b. Fire pump, jockey pump, and controller. c. Alarm check valve.

d. Double check backflow preventer. e. Tamper switches. f. Sprinklers. g. Flow sensing devices. h. Fire department connections. i. Test connections. j. Audible and visual alarms. Sprinkler systems shall be isolated and monitored utilizing electrically supervised control valves and

flow switches. All automatic sprinkler system alarms shall be wired to the fire alarm panel. Fire department connections shall be located within 100’ from any hydrant in compliance with

NFPA-14 and as coordinated with the fire department. Refer to Civil Sections of this POR for fire service requirements.

PHILADELPHIA REGIONAL PORT AUTHORITY 7.0 ELECTRICAL


7.0 ELECTRICAL 7.1 Scope of Work The program of requirements for the electrical design shall encompass a wide array of systems to be

installed at PRPA’s new vehicle processing facility. The design / build contractor shall be responsible for the design of 100% construction documents for these systems. The site shall require service from an existing site electrical system as well as a new telecommunications service from the local communications provider.

An effective and organized power distribution system is be required to separate the different types of

loads that are present within this facility. The facility contains various loads ranging from lighting, HVAC, tele/data equipment loads, convenience power, and special process equipment loads unique to this facility. Lighting throughout the facility shall utilize LED technology and shall provide the appropriate amount of light in each space. The lighting shall incorporate control strategies to increase energy savings where possible. A stand-by, outdoor generator shall be required to provide power for life safety loads and tele/data equipment and cooling equipment loads. An addressable fire alarm control panel shall be required based on the occupancy type of this facility and shall provide minimal alarm provisions such as sprinkler monitoring, building-wide annunciation, as well as other provisions noted below.

Telecommunications shall be provided throughout the office spaces and any other special locations

within the facility where a connection is required. The telecommunications system shall also include a wireless access system with full building coverage. A paging system shall be implemented to further enhance the communications capabilities of the facility. The site’s access shall be controlled through a secure perimeter and guard house located in close proximity to the facility. A standalone security system shall be required to further enhance the overall security of the facility. IP-based CCTV cameras shall be provided throughout the facility to provide additional security.

7.2 Codes and Standards Codes

o The 2009 International Building Code (with additions, deletions, and amendments per the 2009 Philadelphia Building Code)

o The 2009 International Fire Code (with additions, deletions, and amendments per the 2009 Philadelphia Fire Code)

o NFPA 70 National Electrical Code (NEC) o ASME A17.1 Safety Code for Elevators and Escalators

Standards

o American National Standards Institute (ANSI) o Illuminating Engineering Society of North America (IESNA) o National Electrical Manufacturers Association (NEMA) o Underwriters Laboratories, Incorporated (UL)

o ANSI/EIA/TIA – 569A Commercial Building Standard for Telecommunications Pathways and Spaces

o ANSI/EIA/TIA – 568B Commercial Building Telecommunications Cabling Standard o ANSI/IEEE 242 – Recommended Practices for Protection and Coordination of Industrial and

Commercial Power Systems o NFPA 70E (2009) – Standard for Electrical Safety in the Workplace

7.3 Electrical Capacity Sufficient electrical capacity, as well as, feeder ampacity is required to feed the new facility. The

local, electrical utility currently transmits power underground via a 13.2 kV, 3-phase system. STV has estimated that the total demand load for the facility shall be approximately 1200kVA. 20%

spare capacity and circuit breaker space is required throughout the electrical distribution system. Allowing 20% spare capacity for future additional load results in a total demand load of approximately 1500kVA. STV recommends the size of the service transformer to be 1500kVA to allow ample capacity for future expansion of the facility.

Coordination with the local utility company is required by the design / build contractor to determine

the available capacity of the utility service. With a service size of 1500kVA, it is recommended that the utility company provide a feeder sufficient enough to carry approximately 66A at 13.2kV, 3-phase.

7.4 Electrical Power Distribution Service to the building will be provided via an underground duct bank from the existing utility on-

site as stated above. A 15 kV feeder will be routed to the utility company-owned pad-mounted service transformer located outside adjacent to the electrical room on the second floor. Refer to the Civil drawings for the exact location of the transformer on plan. A 480V, 3-phase feeder shall be routed from the service transformer up the side of the building into a properly sized pull-box adjacent to the main electrical room and terminate at the building’s service entrance rated main distribution switchboard. A short circuit & arc flash study by the design / build contractor is required to determine the fault current ratings and minimum arc flash hazard of electrical equipment.

Specialty equipment loads, HVAC loads, lighting loads, convenience power, and tele/data equipment loads shall be fed from this switchboard. Each type of load shall be fed from its own dedicated distribution system and be designated as such. HVAC loads can share the same distribution as the specialty equipment since the loads are similar in type.

Power to the lighting loads shall originate from 480Y/277V lighting branch circuit panelboards. Separate feeders from the switchboard shall feed dry-type transformers to supply 208Y/120V power for the convenience power and any miscellaneous loads throughout the building that require 208Y/120V. Lighting for the paint booths and prep station shall come packaged with the pre-fabricated enclosures and shall require 120V circuits to power these loads.



Power to HVAC and special equipment loads shall originate either at the switchboard or from 480Y/277V distribution panels. The distribution panels shall feed 480Y/277V branch circuit panels and dry-type transformers to supply 208Y/120V panels to support loads that require this voltage.

208Y/120V power shall also be provided for the site’s guard house. A 480V feeder shall be routed underground to an outdoor pad-mounted dry-type transformer located adjacent to the guard house. A 208Y/120V panel rated for outdoor use shall be provided within 10 feet of the transformer and distribute power for the guard house.

7.5 Grounding & Bonding All distribution equipment shall be grounded in accordance with Article 250 of the National

Electrical Code. Separate equipment grounding conductors shall be sized and installed in all raceways in accordance with the NEC. A grounding system consisting of, but not limited to, grounding rods, test wells, bare copper wiring and exothermic welded connections to building steel and other metal parts of the building shall be required to provide an effective ground-fault current path to earth.

7.6 Stand-by Emergency Power

A stand-by, emergency generator is required and shall be sized appropriately to accommodate the building’s life safety loads and telecommunications loads including the security controller. These loads include the fire pump, egress lighting, data rack equipment loads and the cooling load required to cool the IT rooms. The generator shall be fueled with natural gas upon approval from the authority having jurisdiction (AHJ). The generator shall be located outside adjacent to where the electrical room shall be situated and be installed five feet above finished grade. Refer to the Civil drawings for the exact location of the generator on plan.

7.7 Lighting Lighting throughout the facility shall utilize LED-type light fixtures and lighting levels shall be in

accordance with IES recommendations. Manual dimming capabilities, as well as, occupancy sensing shall be provided where required in the office spaces.

Exterior building-mounted LED lighting shall be provided near exterior doors and openings. These lights shall be suitable for installation in wet locations and controlled via a photocell-controlled lighting contactor panel located in the electrical room. A photocell sensor shall be installed on the northern façade of the building close to the electrical room.

The minimum acceptable levels of maintained ambient illumination and control strategy shall be as followed below for the listed areas.

Parts Throw-In Illumination Level – 250 lux (23 fc) +/- 10% average at floor. Control Strategy – Occupancy sensing automatic on/off.

Body Shop Illumination Level – 1500 lux (139 fc) at floor. Control Strategy – Occupancy sensing automatic on/off. Car Wash Illumination Level – 250 lux (23 fc) +/- 10% average at floor. Control Strategy – Occupancy sensing automatic on/off. PIO Vehicle Processing Illumination Level – 1500 lux (139 fc) at floor.

Control Strategy – Occupancy sensing automatic on/off.

Parts Storage Illumination Level – 200 lux (18.5 fc) +/- 10% average at floor.

Control Strategy – Occupancy sensing automatic on/off. Main Electrical Room Illumination Level – 200 lux (18.5 fc) +/- 10% average at floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Mechanical Mezzanine Illumination Level – 200 lux (18.5 fc) +/- 10% average at the floor. Control Strategy –Manual wall switch on/off, occupancy sensing automatic on/off. I.T. Room Illumination Level – 300 lux (28 fc) +/- 10% average at the floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Conference Room / Training Room Illumination Level – 300 lux (28 fc) +/- 10% average at 2’-6” AFF. Control Strategy – Manual dimming wall switch on/off, occupancy sensing automatic on/off. Office Space (General, Individual) Illumination Level – 300 lux (28 fc) +/- 10% average at 2’-6” AFF. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Lunch Room Illumination Level – 200 lux (18.5 fc) +/- 10% average at 2’-6” AFF. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Bathroom (General Area) Illumination Level –50 lux (5 fc) +/- 10% average at the floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off.



Bathroom (at Vanity) Illumination Level –150 lux (14 fc) +/- 10% average at 3’ AFF. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Locker Rooms Illumination Level – 50 lux (5 fc) +/- 10% average at the floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Janitor Closet Illumination Level – 100 lux (10 fc) +/- 10% average at the floor. Control Strategy – Occupancy sensing wall switch on/off. Storage Illumination Level – 50 lux (5 fc) +/- 10% average at the floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Battery Maintenance Room Illumination Level – 200 lux (18.5 fc) +/- 10% average at the floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Corridors Illumination Level – 50 lux (5 fc) +/- 10% average at floor. Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. Stairwells Illumination Level – 50 lux (5 fc) +/- 10% average at floor. Control Strategy – Occupancy sensing automatic on/off. Kitchen Illumination Level – 100 lux (10fc) +/- 10% average at 2’-6” AFF Control Strategy – Manual wall switch on/off, occupancy sensing automatic on/off. 7.8 Equipment Power Power shall be provided for the specialty processing equipment located throughout the facility. The

bulk of the total building load shall be from this equipment and is essential for the facilities operations. See Appendix A-E.2 for the preliminary equipment list. The design / build contractor shall be responsible for verifying the exact quantity and ratings of each piece of equipment with Glovis (end-user).

Power shall be provided for all mechanical, plumbing, and fire protection equipment shown. Refer

to the respective discipline’s drawings for scheduled ratings of equipment. The alternate bid first floor power plan shows mechanical equipment based on a radiant floor heating design. The base bid first floor power plan shows the mechanical design without radiant floor heating.

7.9 Wiring Devices & Methods Duplex receptacles shall be provided throughout the project area and shall be of a sufficient quantity

to meet the spaces’ functional requirements. Typically, not more than six (6) convenience receptacles shall be connected to a 20 ampere branch circuit. Duplex receptacles with ground fault circuit interrupting capabilities shall be provided where required by the NEC. Special purpose receptacles shall be industrial specification grade, and include a specific outlet type (NEMA configuration) that shall be compatible with the anticipated piece of equipment it is feeding.

Multi-outlet, surface-mounted raceway shall be provided in both of the Tool Rooms. Where jump box carts are indicated on plan, a three-foot section of raceway will be stacked above one another to provide 28 single power outlets. A combination power / telecom floor box shall be provided under conference room tables. Within the floor box, one (1) quad outlet shall be provided.

Interior wiring in raceways shall be 600-volt, copper conductors with thermoplastic type

THHN/THWN insulation. Minimum size conductor shall be #12-AWG. Wiring sizes #10-AWG and smaller shall be solid conductor, wiring sizes #8-AWG and larger shall be stranded conductor. Exterior wiring in raceways shall be 600-volt, copper conductors with an abrasion, moisture, and heat-resistant cross-linked polyethylene (XLP) type insulation. A type USE-2 insulation shall be used for underground service entrance conductors.

All wiring shall be provided in raceways suitable for the listed location. Electrical metallic tubing

(EMT) shall be used for interior spaces where conduit runs shall not be exposed to physical damage such as office areas, ceiling plenums of processing areas, etc. Where conduits will be exposed to physical damage and/or exterior conditions, rigid galvanized steel (RGS) conduit shall be used. Connections to motors, transformers, and any piece of equipment subject to vibration shall require flexible metal conduit (FMC) connections no longer than six feet. Where these connections are located in a listed wet-location area, liquid-tight flexible metal conduit (LFMC) shall be used.

7.10 Fire Alarm System The type of occupancy throughout this building is designated as Group F-1, Group B, and Group A as

indicated in the Architectural program of requirements. An addressable fire alarm system shall be installed in the building. The fire alarm system shall consist of, but not be limited to, the following:

1. Fire Alarm Control Panel (FACP) located at the entrance of the facility. 2. A digital alarm communicator transmitter (DACT) integral to the FACP that provides monitoring

for the automatic sprinkler system that enables communications to a remote monitoring station. 3. Smoke detector located in the elevator machine room (if applicable), top of elevator shaft, and at

each elevator lobby. Smoke detector located above the fire alarm control panel. Duct-mounted smoke detectors where required.

4. Heat sensor located in the elevator machine room (if applicable), top of elevator shaft, and in elevator pit.

5. Addressable initiation modules for flow and tamper switches as required. 6. A manual pull station located at the entrance.



7. Fire alarm combination horn-strobes located throughout the facility. 7.11 Telecommunications System Telephone and data (internet) service shall be provided by the local utility company and be

terminated at the demarcation point allocated for the service provider in the main distribution frame (MDF). Service conduits to the demarcation point shall be provided to accommodate the service provider’s needs as well as one spare conduit with a pull-string for future cabling. All horizontal cabling shall be CAT6 type, plenum-rated cable and all backbone cabling within the facility shall be fiber optic multi-mode (OM4) plenum-rated cable.

In offices, the design for the telecommunications pathways shall require concealed conduit from

flush-mounted device boxes to above-ceiling open top cabling support system and then to the patch panels in their respective IT rooms. An open top cabling support system shall be provided in the corridors of the office spaces as well as in the processing areas, where required, for communications cabling.

Power circuits shall be provided to satisfy the requirements of each piece of equipment. Power

conditioning components shall be provided for systems and components that have stringent requirements to suppress surges and voltage fluctuations.

Special grounding and bonding for telecommunications shall be provided and connected to the

building’s main service grounding system. The telecommunications rooms shall meet applicable NFPA and TIA standards. Bonding and

grounding shall be in accordance with NFPA Standard 70, National Electrical Code, and other applicable NFPA standards and/or local code requirements.

The telecommunications rooms shall be designed to support all equipment required for data

communications and support for a VOIP telephone system. Typical equipment shall include, but not be limited to, patch panels, switching equipment, voice processing equipment, workstation for VOIP/data system administration, cable termination, and miscellaneous equipment including LAN/WAN servers, bridges, routers and termination of any switched or dedicated circuits.

The telecommunications distribution of the facility consists of the MDF on the first floor and an

intermediate distribution frame (IDF) on the second floor. The equipment in these rooms shall be connected via a multi-mode fiber optic, 6-strand, plenum-rated cable in inner duct and conduit. The MDF shall house the demarcation point for the service provider’s entrance cables as well as data rack equipment to distribute horizontal cabling for the first floor offices and nearby wireless access points. The IDF shall house data rack equipment to distribute horizontal cabling for the second floor offices as well as nearby wireless access points. Two lockable, wall-mounted “IDF” cabinets shall be located in conditioned areas equidistant from each other to provide horizontal copper cabling to tele/data drops out of range from the MDF and IDF. These cabinets shall be connected back to the MDF via a multi-mode (OM4) connection.

The requirements for the data rack equipment are as follows:

1. 1st Floor – MDF – one (1) 4-post rack with a 5 kVA rack-mounted UPS and two (2) vertically-mounted power distribution strips (PDU’s) located within each rack. Data racks shall be equipped with vertical cable managers. Power requirement – 5 kVA. The MDF shall be equipped with 3/4” plywood backboards as required to mount the main grounding bar and equipment for the security controller, paging system and CCTV system. Panel TRP-1 shall be backed up by the facility’s generator and provide 208Y/120V power to the data equipment located in the room. Panel TDP-1 shall provide 480Y/277V power to the cooling equipment located in the room.

2. 2nd Floor – IDF – two (2) 4-post racks each with a 5 kVA rack-mounted UPS, one (1) 2-post

rack, and two (2) vertically-mounted power distribution strips (PDU’s) located within each rack. Data racks shall be equipped with vertical cable managers. Power requirement – 18 kVA. The IDF shall be equipped with 3/4” plywood backboards as required to mount a local ground bar. Panel TRP-2 shall be backed up by the facility’s generator and provide 208Y/120V power to the data equipment located in the room. Panel TDP-1 shall provide 480Y/277V power to the cooling equipment located in the room.

3. IDF Wall-mounted Racks – Lockable rack mounted 36” AFF on a 36”W x 48”H x 3/4” thick

plywood backboard. The rack shall be equipped with a rack-mounted UPS, rack-mounted ground bus bar, and a rack-mounted power strip. Racks shall be equipped with horizontal cable managers and an integral filtered intake fan and exhaust vent.

Floor space shall also be allocated in the 1st floor MDF for conduit stub-ups for the site’s pole-mounted CCTV cameras and access points. An outside-plant, fiber optic trunk cable with the necessary amount of strands to support the number of cameras and access points plus one spare for each pole shall be provided to route to a distribution manhole. This manhole shall be responsible for splicing the fiber cable and dispersing it out to the individual poles. Where a group of poles are located away from this manhole, another single trunk cable sized with the necessary amount of strands required for each camera and access point plus one spare for each pole shall be provided to route to another distribution manhole. All outlets and associated wiring, (copper, data cable, optical fiber, or other transmission medium) used to transmit telecommunications (voice, data, video, Internet, or other emerging technologies) service to the workstation shall be safely concealed in, walls and ceilings where required.

Telecommunications outlets shall be provided as follows:

1. The standard telecommunications outlet shall consist of two (2) 8P8C, RJ-45 jacks with two (2) 4UTP CAT6 plenum-rated cables back to their respective patch panels via the required pathways. The telecommunications outlet box that houses these cables shall be a double-gang 4” square by 2 1/2” deep backbox with a single-gang plaster ring and single-gang, two-port faceplate. Mounting of outlet shall be 18” AFF unless a certain application requires a different height.



2. The standard wall phone outlet shall consist of one (1) 8P8C, RJ-45 jack with one (1) 4UTP CAT6 plenum-rated cable back to the respective patch panel via the required pathways. The telecommunications outlet box that houses these cables shall be a double-gang 4” square by 2 1/2” deep backbox with a single-gang plaster ring and single-gang, single-port faceplate. Mounting of outlet shall be 48” AFF.

3. For each telecommunications outlet location (user workstations, network printers, fax machine, and conference locations), provide a 1” conduit with two (2) CAT6 cables from the outlet to the nearest pathway back to the associated patch panel.

4. Combination floor boxes consisting of both power and tele/data outlets shall be provided for conference rooms.

5. For each desk and/or workstation location: (1) telecommunications outlet shall be provided. 6. For each LAN/host addressable printer and each fax machine: (1) telecommunications outlet

shall be provided. 7. For each private office provide a minimum of (2) telecommunications outlets. 8. For the cubicle areas, provide combination power / telecom poles as shown on drawings.

Provide one (1) CAT6 plenum-rated cable for each cubicle workstation and two 120V branch circuits per pole.

9. One (1) telecommunications outlet for each employee timecard station mounted 54” AFF. 10. One (1) telecommunications outlet for each BAS panel connection.

Telecommunications outlets for wireless access points shall be provided throughout the facility and

only require one (1) 8P8C, RJ-45 jack with one (1) 4UTP CAT6 plenum-rated cable back to their respective patch panels via the required pathways. One duplex receptacle shall be required for each wireless access point. The design/build contractor shall be required to design the proper spacing of access points to provide a strong, uniform signal throughout the facility.

Telecommunications provisions shall be provided for the guard house. Fiber optic backbone cabling

shall be routed underground via a direct-buried conduit and terminate at a wall-mounted equipment cabinet. Telecommunications outlets shall be located where required and shall be fed from the equipment cabinet via CAT6 cabling. Telecommunications outlets in the guard house shall follow the same constraints as stated above.

All telecommunications cabling shall be terminated and tested in accordance with ANSI/TIA/EIA

568B. Requirements on the procurement of equipment / devices still needs to be determined. It is

recommended that equipment subject to change / upgrade often (e.g. certain network hardware equipment, wireless access points, etc.) be procured by the end-user and installed by the contractor under a separate contract. The infrastructure for the telecommunications system (e.g. cabling, outlets, conduit, backboxes, pathways, racks, patch panels, UPS’s, etc.) shall be procured and installed by the contractor.

7.12 Access Control & CCTV Security System A standalone security system shall be provided to control access to select doors. Card readers shall

only be located at doors for IT rooms and the Tool Rooms. The doors shall also be equipped with request-to-exit devices and balanced magnetic door switches. The card access system shall restrict entry to employee and authorized personnel only.

The MDF shall have space for a security control panel and shall include, but not be limited to, the following utilities listed below:

1. A 20 amp, 120VAC dedicated electrical circuit from the telecommunications power panel feeding the space.

2. A telecommunication outlet mounted near the security system panel 54" AFF. An existing vehicle processing facility near the new facility employs a security system that uses KeriSystems card readers. The new facility shall be employed with comparable card readers that are compatible with the existing facilities badges as employees will be working between both buildings. For each card reader, a conduit path to the IT room housing the security controller shall be provided with wiring per the manufacturer’s requirements. A CCTV system shall also be implemented for this facility. The contractor shall be responsible for providing a fully operational, integrated CCTV system with all necessary equipment. The contractor shall be responsible for providing a 120V, 20A single receptacle at each camera location. Cameras located outside shall be provided with a 120V hardwired connection for environmental space heaters. At each camera location 20 feet of coiled cable slack shall be provided. The CCTV and access control monitoring workstations shall be located in the security manager’s office and shall be provided with a CAT6 connection back to the second floor IT Room. Provisions for monitoring done via a third-party monitoring company shall also be provided.

7.13 Paging System All equipment, including all electronics, and speakers required to extend the VoIP system to include

a functional one-way paging system shall be provided. System shall be a single-zone, all-page paging system. All additional cable required shall be installed, terminated and tested and shall be installed in accordance with the requirements of the VoIP telephone system, and shall be routed in conduit and/or telecommunications open top cable support system. Speakers for the paging system shall be installed throughout the entire facility as well as on the exterior of the building.

7.14 Elevator Requirements The design / build contractor shall be responsible for providing power and the appropriate

communications / alarm connections per the NEC and ASME A17.1. Lighting in the elevator pit and machine room (if applicable) shall conform to the requirements laid out in ASME A17.1



7.15 Fuel Facility Requirements The design / build contractor shall be responsible for providing all equipment necessary for a

complete and operational fuel facility. The fuel facility shall include but not be limited to power, canopy lighting, fuel monitoring, devices / equipment rated for hazardous classifications where required per code, and emergency fuel shutoff / alarm capabilities.

APPE

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Architectural

Architectural

CONSULTANTS

PROJECT IDENTIFICATION

ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

COPYRIGHT:

SHEET TITLE

SEALS

A

B

C

1 32 4 5 6

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STV

205 West Welsh DriveDouglassville, PA 19518

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K. BOMBOY

COVER SHEET

G-000

PRPA VMF

KITTY HAWK AVE.PHILADELPHIA, PA

3019039

GENERAL

G-000 COVER SHEET

G-001 FIRE SEPARATION PLANS

ARCHITECTURAL

A-001 STANDARD ABBREVIATIONS & GENERAL SYMBOLS

A-101 FIRST FLOOR PLAN

A-102 SECOND FLOOR PLAN

A-103 ENLARGED PLANS

A-201 EXTERIOR ELEVATIONS

A-202 3D VIEWS

A-301 BUILDING SECTION

A-401 ENLARGED PLANS / ELEVATIONS

A-402 ENLARGED PLANS

A-601 DOOR SCHEDULE AND NOTES

A-701 FINISH SCHEDULE AND NOTES

INDEX TO VEHICLE PROCESSING DRAWINGS

VEHICLE PROCESSING FACILITYfor

PHILADELPHIA REGIONAL PORT AUTHORITY

Kitty Hawk AvenuePhiladelphia, Pennsylvania

MARK DATE DESCRIPTION BY

0 02/23/18 FINAL BRIDGING DOCS KDB

STV ARCHITECTS, INC.

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-102 FIRST FLOOR SLAB-ON-GRADE PLAN

S-103 SECOND FLOOR FRAMING PLAN

S-104 ROOF PLAN HUNG EQUIPMENT LAYOUT

S-104A ALTERNATE ROOF PLAN HUNG EQUIPMENT LAYOUT

S-301 SECTIONS AND DETAILS

S-401 ENLARGED CONVEYOR PIT PLANS

S-402 ENLARGED TRENCH LAYOUT PLAN

S-501 TYPICAL CONCRETE DETAILS

PLUMBING

P-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

P-101 FIRST FLOOR PLAN - DOMESTIC WATER AND GAS

P-102 FIRST FLOOR PLAN - SANITARY AND VENT

P-103 SECOND FLOOR PLAN - DOMESTIC WATER AND GAS

P-104 SECOND FLOOR PLAN - SANITARY AND VENT

P-401 ENLARGED PLANS - FIRST FLOOR PLUMBING PLANS

P-402 ENLARGED PLANS - SECOND FLOOR PLUMBING PLANS

P-501 DETAILS

P-601 SCHEDULES

P-701 RISER DIAGRAMS

P-702 RISER DIAGRAMS

MECHANICAL

M-001 MECHANICAL COVER SHEET

M-201 FIRST FLOOR MECHANICAL PLAN

M-201A ALT. FIRST FLOOR MECHANICAL PLAN

M-202 ENLARGED OFFICE MECHANICAL PLANS

M-203A RADIANT FLOOR PLAN

M-401 ENLARGED MECHANICAL ROOM PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL SCHEDULES

M-504 MECHANICAL SCHEDULES

M-505 MECHANICAL AIRFLOW RISER DIAGRAM

M-505A ALT. MECHANICAL AIRFLOW DIAGRAM

M-506 HOT WATER DIAGRAMS

M-507 ERU CONTROL DIAGRAM

M-508 H & V UNIT CONTROL DIAGRAM

M-509 AHU CONTROL DIAGRAMS

M-510 HEATING HOT WATER CONTROL DIAGRAMS

M-511A RADIANT FLOOR CONTROL DIAGRAM

M-512 VAV CONTROL DIAGRAMS

M-513 MISCELLANEOUS MECHANICAL CONTROL DIAGRAMS

FIRE PROTECTION

FP-001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

FP-101 FIRST FLOOR OCCUPANCY HAZARD CLASSIFICATION PLANS

FP-102 SECOND FLOOR OCCUPANCY HAZARD CLASSIFICATION PLANS & DETAILS

ELECTRICAL

E-001 LEGEND AND SCHEDULES

E-101 FIRST FLOOR LIGHTING PLAN

E-102 FIRST FLOOR POWER PLAN (BASE BID)

E-102A FIRST FLOOR POWER PLAN (ALTERNATE BID)

E-103 FIRST FLOOR SIGNAL PLAN

E-104 SECOND FLOOR ELECTRICAL PLANS

E-401 ENLARGED POWER PLANS

E-601 SINGLE LINE DIAGRAM

E-1001 FUEL FACILITY LEGEND, NOTES & SCHEDULES

PROJECT SITESTV PROJECT NO: 3019039

PROJECT LOCATION

SITE MAPVICINITY MAP

FINAL BRIDGING DOCUMENTS - FEBRUARY 23, 2018

INDEX TO FUEL FACILITY DRAWINGS

ELECTRICAL (FUEL FACILITY)

E-1101 FUEL FACILITY ELECTRICAL SITE PLANS

E-1401 FUEL FACILITY ENLARGED POWER & SIGNAL PLAN

E-1402 FUEL FACILITY ENLARGED LIGHTING PLAN

E-1403 FUEL FACILITY LIGHTNING PROTECTION & GROUNDING

E-1501 FUEL FACILITY ELECTRICAL DETAILS

E-1601 FUEL FACILITY ELECTRICAL DIAGRAMS & SCHEDULES

STRUCTURAL (FUEL FACILITY)

S-1001 FUEL FACILITY FOUNDATION AND CANOPY PLAN

S-1002 FUEL FACILITY SECTIONS AND DETAILS

PLUMBING (FUEL FACILITY)

P-1001 GENERAL NOTES AND FUEL SCHEMATIC FLOWDIAGRAM

P-1401 FUEL FACILITY ENLARGED PLAN

P-1402 5,000 GALLON FUEL STORAGE TANK PLAN ANDSECTIONS

P-1501 FUEL FACILITY DETAILS

UP

UP UP

DN

DN

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

A

B

C

K

F.6

G

F

E

D

H

I

J

D.2

E.2

E.6

10 23

E.5

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

A

B

C

D

D.2

10 23

METAL ROOF BELOW

A-401

5

CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

COPYRIGHT:

SHEET TITLE

SEALS

A

B

C

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D. KURTZ

D. KURTZ

R. DARLINGTON

K. BOMBOY

FIRESEPARATION

PLANS

G-001

PRPA VMF


3019039

1/16" = 1'-0"

FIRE SEPARATION FIRST FLOORPLAN

1/16" = 1'-0"

FIRE SEPARATION SECONDFLOOR PLAN

8' 16' 32'0

8' 16' 32'0

1 HOUR FLOOR/CEILING ASSEMBLY



2 HOUR WALL ASSEMBLY AROUND FIRE PUMP ROOM

1 HOUR ASSEMBLY AROUND STAIR

1 HOUR ASSEMBLY AROUNDSTAIR, ELEVATOR AND VESTIBULE

1` HOUR ASSEMBLY AROUND STAIR



1 HOUR ASSEMBLY AROUND STAIR AND ELEVATOR




TR

UE

NO

RTH

ABBREVIATIONS - ARCHITECTURE

H HATCH (ROOF), HIGH

HAZ HAZARD

HB HOSE BIBB

HC HOLLOW CORE

HCMU HOLLOW CONCRETE MASONRY UNIT

HCP HANDICAPPED

HD HEAD

HDBD HARDBOARD

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HDWL HEADWALLHEX HEXAGONHGR HANGERHH HANDHOLEHM HOLLOW METAL

HNDRL HAND RAIL

HORIZ HORIZONTAL

HP HIGH POINT

HPS HIGH PRESSURE SODIUM

HQ HEADQUARTERS

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

HW HOT WATER

HWP HOT WATER PUMPHz HERTZ

ID INSIDE DIAMETER, INSIDE DIMENSION

ID NO IDENTIFICATION NUMBER

IF INSIDE FACEINCAND INCANDESCENTINCL INCLUDED

INFO INFORMATIONINSTR INSTRUMENT

INSUL INSULATION

INT INTERIOR

INTL INTERNATIONALIR INSIDE RADIUS

J-BOX JUNCTION BOX

JAN JANITOR

JAN CLO JANITOR'S CLOSET

KB KNEE BRACE

KIT KITCHEN

L ANGLE

LA LIGHTNING ARRESTER

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASSLAV LAVATORY

LB POUND

LF LINEAR FEET

LH LEFT HAND

LHS LEFT HAND SIDELIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNG LONGITUDE

LP LOW PRESSURE, LIGHT POLE

LPT LOW POINT

LRA LOCKED ROTOR AMPS

LS LUMP SUM

LT LIGHT

LTG LIGHTING

LT WT LIGHT WEIGHT

LVR LOUVER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCEMAN MANUAL

MAS MASONARY

MAX MAXIMUM

MB MAIL BOX, MIXING BOX

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESC ESCAPEETC AND SO FORTH

EVAP EVAPORATE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATEREX EXAMPLEEXH EXHAUST

EXHV EXHAUST VENT

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR, EXTERNAL, EXTINGUISHER

F FARENHEIT, FEMALE

FA FIRE ALARM, FRESH AIR

FAB FABRIC

FACP FIRE ALARM CONTROL PANEL

FAI FRESH AIR INLET

FC FILE CABINET, FOOT CANDLE

FCO FLOOR CLEANOUT

FCTY FACTORY

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATIONFE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER W/CABINET

FED FEDERAL

FF FINISH FACE

FF BATT FOIL BACKED BATT INSULATION

FF&E FURNITURE, FIXTURE & EQUIPMENT

F/F FACE TO FACE

FH FIRE HOSE

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACKFIG FIGURE

FIL FILLET

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISHED FLOOR

FIXT FIXTURE

FLEX FLEXIBLEFLMT FLUSH MOUNT

FLR FLOOR

FLR SK FLOOR SINK

FLUOR FLUORESCENT

FN FENCE

FP FIREPROOF, FLAGPOLE

FPM FOOT (FEET) PER MINUTE

FPS FOOT (FEET) PER SECOND

FR FRAME

FT FOOT, FEET

FTG FOOTING

FURN FURNISH, FURNITURE

FUT FUTURE

FWC FABRIC WALL COVERING

G GROUND

GA GAGE

GAL GALLON

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GC GENERAL CONTRACTOR

GD GUARD

GEN GENERAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GLZ GLAZING

GOVT GOVERNMENT

GP GROUP

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPS GALLONS PER SECOND

GR FL GROUND FLOOR

GR WT GROSS WEIGHT

GRAN GRANITE

GRTG GRATING

GSU GLAZED STRUCTURAL UNITGVL GRAVEL

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP GYPSUM

CJ CONTROL JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE, CLASS

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR CLEAR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNITCNTR COUNTER

CO CLEAN OUT, COMPANYCOL COLUMN

CONC CONCRETE

CONC FL CONCRETE FLOORCONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACT, CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPETCSK COUNTERSUNK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTD COATED

CTG COATING

CTR CENTER

CTRL CONTROLCU FT CUBIC FOOT (FEET)

CU IN CUBIC INCH

CUR CURRENT

CU YD CUBIC YARD

CW COLD WATER PIPING

CYL CYLINDER

D DEEP, DEPTH

DBL DOUBLEDEG DEGREE

DEL DELETE

DEPT DEPARTMENT

DET DETAIL

DEV DEVELOPMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGRAM

DIFF DIFFERENCE, DIFFUSER

DIM DIMENSIONDIR DIRECTION

DISC DISCONNECTDISP DISPENSER

DIST DISTANCE

DIV DIVISION

DMPR DAMPER

DOM DOMESTIC

DOZ DOZEN

DR DOOR, DRAIN, DRIVE

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACHEFF EFFICIENCYEJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOS EDGE OF SLAB

EPA ENVIRONMENTAL PROTECTION AGENCY

AB ANCHOR BOLT

ABAN ABANDON

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNITACS DR ACCESS DOOR

ACS PNL ACCESS PANELACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOORAGGR AGGREGATEAHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALM ALARM

ALT ALTERNATE

ALUM ALUMINUMANN ANNUNCIATOR

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECTASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING MATERIALSAUTO AUTOMATIC

AUX AUXILIARY

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

BC BOLT CIRCLE, BOOKCASE

BD BOARD

BF BOTH FACES

BFP BACKFLOW PREVENTERBITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLKT BLANKET

BLT BORROWED LIGHTBLW BELOW

BM BEAM, BENCHMARK

BOS BOTTOM OF STEEL

BOT BOTTOM

B PL BASE PLATE

BR BEDROOM

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENTBTWN BETWEEN

BUR BUILT-UP ROOF

C CHANNELCAB CABINETCB CERAMIC BASECCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CER CERAMIC

CF/CI CONTRACTOR FURNISHED / CONTR INSTALLED

CFE CONTRACTOR FURNISHED EQUIP

CFM CUBIC FOOT (FEET) PER MINUTE

CF/OI CONTRACTOR FURNISHED / OWNER INSTALLED

CFS CUBIC FOOT (FEET) PER SECOND

CG CORNER GUARDCHB CHALKBOARD

CHFR CHAMFERCHK CHECKCIR CIRCLE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MEZZ MEZZANINE

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATIONMGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUSMO MASONRY OPENING

MOD MODEL, MODIFY

MOD BIT MODIFIED BITUMEN

MON MONUMENTMPH MILE(S) PER HOURMR MOISTURE RESISTANT

MRT MARBLE THRESHOLD

MS MOP SINKMTD MOUNTED

MTG MOUNTING

MTL METAL

N NORTH

NA NOT APPLICABLE

NATL NATIONALNEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINALNON STD NONSTANDARD

NORM NORMALNTS NOT TO SCALE

NT WT NET WEIGHT

OA OVERALLOC ON CENTEROCC OCCUPY

OD OUTSIDE DIAMETER/ OVERFLOW DRAINOF/CI OWNER FURNISHED / CONTRACTOR INSTALLEDOFF OFFICE

OF/OI OWNER FURNISHED / OWNER INSTALLED

OH OVERHANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

OR OUTSIDE RADIUS

ORIG ORIGINALOVFL OVERFLOW

OZ OUNCE

PARA PARAGRAPH

PAT PATTERN

PB PULL BOX

PC PIECE, POINT OF CURVE, PORTLAND CEMENT

PCT PERCENT

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PH PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLC PLACE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PN PART NUMBER

PNEU PNEUMATIC

PNL PANEL

POB POINT OF BEGINNING

PORC PORCELAINPOS POSITION, POSITIVE

PP POLYPROPYLENE

PR PAIR

PREFAB PREFABRICATE

PRELIM PRELIMINARY

PRESS PRESSURE

PREV PREVIOUS

PRI PRIMARY

PRKG PARKING

PROJ PROJECTPSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCHPT PAINT, PRESSURE TREATEDPTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QT QUARRY TILE

QTB QUARRY TILE BASE

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

R RADIUS, RISER

RA RETURN AIR

RAD RADIAN, RADIATOR

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RCPTN RECEPTION

RCVR RECEIVER

RD ROOF DRAIN

RDC REDUCER

REC RECESSED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE, REFRIGERATION

REFL REFLECT

REINF REINFORCE

REM REMOVABLE

REPL REPLACE

REQD REQUIRED

RET RETAINING, RETURN

REV REVISION

RFI REQUEST FOR INFORMATION

RH RIGHT HANDRM ROOMRND ROUND

RO ROUGH OPENINGRT RIGHTRTF RUBBER TILE FLOOR

RWL RAIN WATER LEADER

S SOUTH

SAN SANITARY

SAFB SOUND ATTENUATION FIBERBOARD

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCHEM SCHEMATIC

SCMU SOLID CONCRETE MASONRY UNITS

SCP SCUPPER

SD STORM DRAINSDL SADDLESECT SECTION

SEP SEPARATOR, SEPARATESF SQUARE FOOT (FEET)

SHR SHOWER

SHT SHEET

SIM SIMILAR

SLNT SEALANT

SLV SLEEVE

SP STANDPIPESPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SPRT SUPPORT

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SSP STAINLESS STEEL PIPE

SST STAINLESS STEEL

STD STANDARD

STIF STIFFENERSTM STEAM

STOR STORAGESTRUCT STRUCTURALSUM SUMMARY

SUPT SUPPORT

SURF SURFACE

SUSP SUSPEND

SVCE SERVICE

SW SIDEWALK

SWDR SWING DOOR

SYM SYMBOL

SYMM SYMMETRICAL

SYS SYSTEM

T TREAD

TAN TANGENT

T&B TOP AND BOTTOM

TC TERRA COTTA

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TER TERRAZZO

T&G TONGUE AND GROOVE

THD THREAD

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

TO TOP OF ______

TOC TOP OF CONCRETE, TOP OF CURB

TOF TOP OF FOOTING

TOL TOLERANCE

TOM TOP OF MASONRY

TOPO TOPOGRAPHY

TOW TOP OF WALL

TOS TOP OF SLAB, TOP OF STEEL

TP TELEPHONE POLE

TS TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUNDUL UNDERWRITERS LABORATORIES

UN UNLESS NOTED

UNO UNLESS NOTED OTHERWISEUR URINAL

UTIL UTILITY

VAC VACUUM

VAN VANITY

VAR VARIATION, VARIESVB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VOL VOLUME

VR VAPOR RETARDER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WASTE, WEST, WIDE

W/ WITH

WC WATER CLOSET

WCO WALL CLEANOUT

WD WOOD, WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HYDRANT

WI WROUGHT IRON

WM WIRE MESH

W/O WITHOUT

WP WATER PROOFING, WEATHERPROOFWT WEIGHT

WTR WATER

XFMR TRANSFORMER

X SECT CROSS SECTION

YD YARD, YARD DRAIN

YH YARD HYDRANT

YR YEAR

SSUR SOLID SURFACE

GCV GAS VENT

MATL MATERIAL

SATC SUSPENDED ACOUSTICAL TILE CEILING

X

X-XXXX

X-XXX

X

X

X

X

X

XXX

X

X-XXX

DATUM ELEVATION

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

DEMOLITION NOTE

ROOM IDENTIFIER, NAME AND NUMBER

REVISION TAG

DETAIL BUBBLE ELEVATION SYMBOL

PROJECT NORTH ARROW(FOR SITE WORK)

MULTIPLE INTERIORELEVATION SYMBOL

SECTION SYMBOL

GENERAL SYMBOLS

DETAIL LETTER

DRAWING ON WHICHDETAIL IS REFERENCED

ELEVATION LETTER

DRAWING ON WHICHELEVATION ISREFERENCED

SECTION NUMBER

DRAWING ON WHICHSECTION IS REFERENCED

DIRECTION OF VIEWSECTION IS TAKEN

ELEVATION LETTER

DRAWING ON WHICHELEVATIONS AREREFERENCED

SECTION NUMBER ORDETAIL, ELEVATION ORENLARGED PLAN LETTER

DRAWING ON WHICH SECTION, DETAIL,ELEVATION OR ENLARGED PLAN ISREFERENCED

x-xxx

LISTS ADDITIONAL DRAWINGS FROM WHERESECTION, DETAIL, ELEVATION OR ENLARGEDPLAN IS REFERENCED

X

101

FE

X

X-XXX

SECTION NUMBER

WINDOW SECTION CUT

DOOR NUMBER

PARTITION TYPE

WINDOW NUMBER

INTERNATIONAL SYMBOLOF ACCESSIBILITY

FIRE EXTINGUISHER -SURFACE MOUNTED

DRAWING ON WHICH SECTIONIS SHOWN

X SIGN NUMBER

1t

1i

Room name

101

1/8" = 1'-0"

X1

R101

PLAN/SECTION/ELEVATION4' 8' 16'0

CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

COPYRIGHT:

SHEET TITLE

SEALS

A

B

C

1 32 4 5 6

D

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D. KURTZ

D. KURTZ

R. DARLINGTON

K. BOMBOY

STANDARDABBREVIATIONS

& GENERALSYMBOLS

A-001

PRPA VMF


3019039



UP

UP UP

A-2011

A-201

A-201

A-201

2

4

3

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

235' -

6"

FIN

ISH

ED

FA

CE

OF

WA

LL T

O F

INIS

HE

D F

AC

E O

F W

ALL

AA

BB

CC

KK

21' -

4 1

/2"

26' -

7 1

/2"

93' -

6"

F.6

G

93' -

4"

F

E

D18' -

6"

25' -

0"

25' -

0"

25' -

0"

HH

II

JJ

20' -

0"

24' -

0"

25' -

0"

24' -

4"

D.2

21' -

4 1

/2"

26' -

7 1

/2"

28' -

6"

E.2

E.6

22' -

0"

12' -

0"

22' -

0"

29' -

0"

24' -

0"

25' -

0"

24' -

4"

PARTS STOR

135

OFFICE

136

OFFICE

137

CAR WASH

132

MECH / STOR

133

PARTS THROW-IN

130

BODY SHOP

122

STOR

129

OFFICE

128

PAINT

124B

MECH

126 STOR

127

PAINT

125B

BATT MAINT

121HEAVY PIO

120

425' - 0" FINISHED FACE OF WALL TO FINISHED FACE OF WALL

24' - 8" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 24' - 8"

1025' - 0"

25' - 0"

OFFICE

134

23

E.5

4"

4"4"

4"

PIO

119

PAINT PREP

123A

PRINT / SUPPLY

131

COVERED AREA

20' - 0"

57' -

4"

OUTDOOR CONCRETE SLAB FOR USERFURNISHED PICNIC TABLES, ETC.

20' - 0"

43' -

5"

STORAGE

121A

14' -

0"

14' -

0"

12' -

5"

54' - 10"

PAINT

124A

27' - 0" 27' - 0"

8' - 0"

PAINT

125A

PAINT PREP

123B

12' -

3"

12' -

3"

6' -

0"

8' -

6"

6' -

10"

6' -

0"

11' -

0"

8' -

6"

6' -

10"

10' - 0"

6' -

8"

4' - 0"

10' -

0"

SEDIMENT TANKS BELOW

CAR WASH BELT AREA

4' -

0"

13' - 6"

PAINTED YELLOW LINES

TY

P

10' -

6"

33' - 6"

23' -

4"

19' -

1"

23' - 4" 167' - 6"

4'-0" HIGH CONCRETE ATBASE OF BUILDING COLUMN

MECHANICALDOCK LEVELERSW/ 16" LIP

12' -

0"

6' -

0"

10' -

6"

5' - 0" 12' - 6"75' - 10"6' - 0"

13' - 0"21' - 0"

14' -

0"

26' -

0"

26' - 0"

24' -

8"

38' - 8"

12' -

0"

12' -

0"

3' -

0"

3' - 0"20' - 0"

4' -

5"

8' -

6"

7' -

6"

8' -

0"

7' -

6"

8' -

6"

1' -

11"

13' -

8"

13' -

7"

23' - 9"

27' - 2"10' - 11"

WHEEL BALANCERS

TIRE CHANGERS

PAINT PREP

122A

PAINT PREP

122B

12' -

0"

12' -

0"

3' -

0"

20' - 0"

E001 E002 E003

E023

E026

E029

E022E020

128

129

137136 E005

133B E012

133A

E014

E010

131

101A

101B

C100

S1B1

111

115

107 104

114

105

E030

E024

E025

E027

E028

121

130G

130E

130H

135B

135A

122B

122A

130A E011

E021 E018 E016

E017

E019

118

E009

E008

C101

102

103B

103A

117

124

E031

112

113

109

E004

116

134

130F130C E013

101C

121A

E015

127

130D

106

130B

A-103

1

FIN. FLOOREL. 0'-0"

3

A-301

12' -

0"

12' -

9"

45' -

9"

12' - 0" 12' - 0" 12' - 0"8' - 0" 8' - 0" 8' - 0" 12' - 0" 8' - 0" 12' - 0" 8' - 0" 12' - 0" 8' - 0" 12' - 0" 8' - 0" 12' - 0" 8' - 0"

11' -

4"

21' - 0"12' - 9" 21' - 0" 16' - 9"

17' - 4"21' - 4"21' - 4"13' - 0"

CONVEYOR TRENCHES -SEE STRUCT SHEETS

4' -

5"

6' -

6"

20' - 0"

20' -

0"

25' -

9"

24' -

0"

8' - 0" 8' - 0"4' - 7" 3' - 7"4' - 3" 6"8' - 0" 8' - 0" 4' - 3" 8' - 0" 8' - 0"4' - 3" 2' - 0"8' - 0" 8' - 0"4' - 3" 8' - 0"4' - 3"

8' - 0"3' - 2" 8' - 0" 5' - 0"

8' -

0"

8' -

0"

6' -

6"

1' -

0"

DUCT TRENCHES -SEE STRUCT SHEETS

140

141

142

143

CONCRETE FILLEDPIPE BOLLARD-TYP

E032

6' - 0"

7' -

0"

6' -

0"

108

DOCKSEAL-TYP

CAR WASH

STORAGE

132A

132ASHELVING

WORK BENCH - TYP

E028A

E027A

E024A

E025A

E021A E018A E016A

E013A

E011A

COMPACTOR

BAILERS

CHARGING AREADUTCH DOORW/ SHELF

HS FABRIC DOOR AT INTERIOR - TYP UNOROLLLING STEEL DOORAT EXTERIOR - TYP UNO

COILING STEEL DOOR

ROLLING STEEL DOOR

CHUTE TO COMPACTOR

W1W1W1W1W1W1W1W1W1W1 W1

W1

W1

W1

W1

W1

W1

8' -

0"

4' - 0"TYP RACK SIZE (14'-0" HIGH, 3 SHELVES)

19' - 6"

145

Generic - 12"

146 148

147

GENERAL ARCHITECTURAL NOTESFOR LEGEND AND ABBREVIATIONS SEE DRAWING A-001.

ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISHED WALL. ALL EXTERIORDIMENSIONS ARE TO FACE OF METAL SIDING.

INTERIOR PARTITIONS ARE DIMENSIONED TO NOMINAL THICKNESS ON FLOOR PLANS.

1.

2.

3.

4. BUILDING FINISHED FLOOR REFERENCE ELEVATIONS ARE AS FOLLOWS:FIRST FLOOR: 0'-0" EQUALS ELEVATION 11.40'SECOND FLOOR: 14'-0" EQUALS ELEVATION 25.40'

5. ALL FURNISHINGS AND EQUIPMENT ARE NOT IN CONTRACT AND ARE SHOWN FORCOORDINATION AND LAYOUT PURPOSES ONLY.

6. FIRE RATED WALL ASSEMBLIES ARE TO BE METAL STUD AND GYP BOARD.

7. ELEVATOR SHAFT TO HAVE FIRE RATED HORIZONTAL METAL STUD AND GYP BOARD LID.

8. ELEVATOR TO BE MACHINE-ROOM LESS TYPE, HOLELESS HYDRAULIC, ADA COMPLIANT100 FPM, 2500 LB. WITH MFRS STANDARD INTERIOR FINISHES.

9. AREAS OF INTERIOR METAL ROOF OVER SINGLE STORY SPACES ARE TO BECONSTRUCTED OF LIGHT GAGE METAL FRAMING AND METAL DECK WITH FINISHEDCEILING AS INDICATED ON FINISH SCHEDULE. ROOF SLOPE TO BE 4:12 MINIMUM.

REFER TO A-402 FOR ENLARGED PLANS INDICATING CONCEPTUAL FURNITURE LAYOUTS.10.

CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

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D. KURTZ

D. KURTZ

R. DARLINGTON

K. BOMBOY

FIRST FLOORPLAN

A-101

PRPA VMF


3019039

STV INC. 1/16" = 1'-0"

FIRST FLOOR PLAN

4' 8' 16'0



DN

DN

A-2011

A-201

A-201

A-201

2

4

3

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

A

B

C

K

F.6

G

F

E

D

H

I

J

D.2

E.2

E.6

10 23

E.5

METAL ROOF OVER SPACES BELOW

METAL ROOF OVER SPACES BELOW

METAL ROOF OVER SPACE BELOW

METAL ROOF OVER SPACE BELOW

A-103

2

FIN. FLOOREL. 14'-0"

3

A-301

WALLS TO EXTEND TO 14'-0" AFFCEILING OF CAR WASH AREA-TYP FOR MECH SPACE AND OFFICE

CANOPY BELOW

8' - 0" 8' - 0"3' - 11"

4' - 3"

4' - 3"

6"

8' - 0" 8' - 0"

4' - 3"

8' - 0" 8' - 0"

4' - 3"6" 4' - 3" 4' - 3"

8' - 0" 8' - 0"

6" 4' - 3" 4' - 3"

8' - 0"

6"

8' - 0" 4' - 3" 12' - 3 5/8"

6' - 6"

6' - 2 3/8" 1' - 6" 22' - 0" 1' - 6"

TYPICALTRANSLUCENT PANEL

SIZE / LOCATION

12' -

6"

8' -

0"

10 1

/2"

7' -

0"

8' -

0"

11' -

7 1

/2"

9"

8' - 0"

9"

8' - 0"

TYPICAL INTERIORVIEW WINDOW DIMENSIONS

(3'-4" AFF, 3'-6" HIGH)

A-401

5

Generic - 12"

W1

W1

W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2

W1 W1 W1 W1 W1 W1 W1 W1




1.

2.

3.








CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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SHEET TITLE

SEALS

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D. KURTZ

D. KURTZ

R. DARLINGTON

K. BOMBOY

SECOND FLOORPLAN

A-102

PRPA VMF


3019039

STV INC.

1/16" = 1'-0"

SECOND FLOOR PLAN4' 8' 16'0



UP

UP UP

DN

DN

UP

1 2 3 4 5

6 7 8 9

A

B

C

CORR

C100

BREAK

101

WOMENS

102

MEN'S

103

TRAINING ROOM

111

VEST

105WATER

104

HOTELING OFFICE

107

HOTELING OFFICE

108

VENDING /

COFFEE

100

TEAMSTER'S

OFFICE

109

TOOL A

114

TOOL B

115

TRAININGKIOSKS

ELEV

12 X 12 DOUBLETIER LOCKER - TYP(78 FOR WOMEN)

SEATING SHOWNFOR 216 PEOPLE

10

OEM OFFICE

113

OEM OFFICE

112

12 X 12 DOUBLETIER LOCKER - TYP(148 FOR MEN)

BENCH

BENCH

EMERGENCY EXIT

PMP

116

STOR

118

TRASH

TRASH

6' -

0"

5' -

0"

5' - 0"13' - 3"

15' -

5"

15' -

5"

16' - 4 1/2"16' - 4 1/2"

JC / STOR

117

7' - 0"

MICROWAVES(3 ABOVE COUNTER,3 BELOW COUNTER)

VEND (2)

REFR (2)

REFR (2)

VEND (2)

SINK

SINK

SEATING / COUNTER ALONG WINDOW

H2OFOUNTAINBOTTLEFILLER

H2O FOUNTAINBOTTLE FILLER

H2OFOUNTAIN

BOTTLEFILLER

ADA BENCH

ADA BENCH

MICROWAVES(3 ABOVE COUNTER,3 BELOW COUNTER)

6' -

4 2

3/2

56"

12' -

0"

7' -

8"

5' -

0"

12' -

2"

9' -

0"

9' -

0"

IT

106

8' -

4"

15' - 4"

E029

E001

101A

101BC100

S1B1

E002

111

115

107 104

114

105

E030

118

C101

102

103B

103A

117

124

E031

112 113

109

E004

116

101C

E003

106

STAIR

S1B

STAIR

S1A

STAIR

S1C

A-401 6

OUTDOORCONCRETEPATIO AREA

FIN. FLOOREL. 0'-0"

A-401

3 A-401

1

E032

ELEV

E1

108

1 2 3 4 5 6 7 8 9

A

B

C

IT

202

MECH

220

ELEC

221

STORAGE

224

VESTIBULE

200

PENN B

OFFICE

205

PENN A

OFFICE

206

OFFICE

207

OFFICE

208

SECURITY MGRS

OFFICE

209OFFICE

210

OFFICE

211

OFFICE

212

OFFICE

213

GEN. MGR.

OFFICE

214

CONFERENCE

215

STORAGE

216

MEN'S

217

WOMEN'S

218

OPEN OFFICE

204

JC

201

10T

YP

9' -

9"

TYP

12' - 0"

6' -

0"

8' - 0" 4' - 0"4' - 0" 4' - 0" 4' - 0" 4' - 0"

VIEW WINDOWS TO PIO VEHICLE PROCESSINGCLEAR ANODIZED ALUMINUM FRAMES WITH CLEAR TEMPERED GLAZING

IT MGR

219

STAIR

S2B

FIRE PUMP

222

BREAK ROOM

223

15' -

6"

4' - 6"5' - 0"

6' - 0" 16' - 8" 7' - 0" 9' - 7"

12' -

6"

10' -

0"

18' -

7"

16' -

1"

23' - 2" 17' - 1"

7' -

3"

9' -

0"

10' - 0"

24' - 0"

20' -

11"

5' -

1"

5' - 6"

10' -

0"

2' -

1 1

05/1

28"

10' -

0"

4' -

6"

4' -

6"

WATER FOUNTAINW/ BOTTLE FILLER

MICROWAVES (3)

REFRIGERATOR

11' -

0"

23' - 2"

3' - 1" 3' - 0"

5' -

3"

215A

213 212 211 210 209 208 207 206214

216

218

217

200B200A

205

S2A1

219

223

215B

S2C2

221

202

S2B1

201

S2C1224

STAIR

S2A

STAIR

S2C

FIN. FLOOREL. 14'-0"

WORK STATIONS NIC

A-401

4A-401

2

DN

A-401

5

1 2 3

A

B

C

BREAK

101

SEATING SHOWN FOR234 PEOPLE




1.

2.

3.








CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

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SHEET TITLE

SEALS

A

B

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D. KURTZ

R. DARLINGTON

K. BOMBOY

ENLARGEDPLANS

A-103

PRPA VMF


3019039

STV INC.

1/8" = 1'-0"A-101

ENLARGED FIRST FLOORPLAN

1

1/8" = 1'-0"A-102

ENLARGED SECOND FLOORPLAN

2

4' 8' 16'0

4' 8' 16'0

1/8" = 1'-0"

PARTIAL PLAN - ALL SEATING4' 8' 16'0



ABCK F.6HIJ D.2E.2E.6 E.5

CANOPY AT CAR WASH ENTRANCE BY PEMBALL EXPOSED METAL TO BE PAINTED

26' -

0"

112

112

DOCK LEVELER

DOCK BUMPER

PIPE BOLLARD-TYP

OVERHEAD ROLLINGDOORS AT DOCKS

DOCK SEAL CHUTE FOR COMPACTOR -COORD SIZE/HEIGHT WITHCOMPACTOR MFR.

1234567891112131415161718 10

LOUVERS AT MECH AND ELEC ROOMS -FINAL SIZES AND LOCATIONS TO BE COORDINATEDWITH FINAL DETAILED DESIGN

VERTICAL RIB METAL SIDING - TYP

SLOPED METAL ROOF - TYP

23

CANOPY AT CAR WASH ENTRANCE- TO BE PART OF PEMB ALLEXPOSED METAL TO BE PAINTED

4'-2"

+/-

17'-7"

+/-

21' - 8"

TRANSLUCENT PANELS AT WORK BAYS - TYP.

112

10'-0"

CLE

AR

INSULATED GLAZING IN THERMALLYBROKEN ALUMINUM FRAMES - TYP

8' - 0"

3' -

6"

4' -

6"

INSULATED GLAZING AT EXTERIOR DOORS - TYP

3

A-301

EXHAUST FAN

6' - 6"

EQEQ

1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 1810 23

INTAKE AND EXHAUST LOUVERSFINAL SIZES AND LOCATIONS TO BE COORDINATEDWITH FINAL DETAILED DESIGN

3

A-301

REFER TO ELEVATIONS 1 AND 2 FOR TYPICAL NOTES

OVERHEAD ROLLING DOOR

CAR WASH CANOPY BEYOND

FIRST FLOOR0"

SECOND FLOOR14' - 0"

A B C KGFED H I JE.5

EXTERIOR ROLLING STEEL DOORWITH HIGH-SPEED FABRIC DOOR AT INTERIOR- TYP UNO

4' -

6"

3' -

6"

4' -

6"

3' -

6"

TYP UNO

8' - 0"

TYPICAL WINDOW DIMENSIONS

GENERAL ELEVATION NOTESFOR LEGEND AND ABBREVIATIONS SEE DRAWING A-001.

EXTERIOR WINDOWS TO BE THERMALLY BROKEN WITH INSULATING GLASS TO MEETTHE REQUIREMENTS OF THE APPLICABLE ENERGY CODE.

EXTERIOR WINDOWS TO HAVE FACTORY APPLIED CLEAR ANODIC FINISH.

1.

2.

3.

4. WINDOW TYPES INDICATED ON PLAN VIEW DRAWINGS.CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

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SEALS

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D. KURTZ

D. KURTZ

R. DARLINGTON

K. BOMBOY

EXTERIORELEVATIONS

A-201

PRPA VMF


3019039

STV INC.

1/16" = 1'-0"A-101

EAST ELEVATION1

1/16" = 1'-0"A-101

NORTH ELEVATION2

1/16" = 1'-0"A-101

SOUTH ELEVATION3

1/16" = 1'-0"A-101

WEST ELEVATION4



8' 16' 32'0

8' 16' 32'0

8' 16' 32'0

8' 16' 32'0

CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

COPYRIGHT:

SHEET TITLE

SEALS

A

B

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1 32 4 5 6

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D. KURTZ

R. DARLINGTON

K. BOMBOY

3D VIEWS

A-202

PRPA VMF


3019039

STV INC.

VIEW TOWARD NORTH EAST

VIEW TOWARD SOUTH WEST



A B C KF.6 GFED H I JD.2

TEAMSTER'S

OFFICE

109

CORR

C100

TOOL A

114

TOOL B

115

ELEC

221

FIRE PUMP

222

PIO

119

1

12

1

12

14' -

0"

26' -

0"

PEMB FRAME

PEMB ROOF PURLIN - TYP

SECOND FLOOREL. 14'-0"

FIRST FLOOREL. 0'-0"

12' -

0"

GUTTERS AND DOWNSPOUTS BY PEMB

ROLLING SECURITY GATEREFER TO DOOR SCHEDULE FOR SIZES

INTERIOR PERSONNEL DOORSREFER TO DOOR SCHEDULE FOR DETAILED INFORMATION

INSULATED PEMB ROOF SYSTEM

INSULATED PEMB WALL SYSTEM BY PEMB

FIN. CEILING

REFER TO STRUCTURAL FOR FOUNDATION DETAILS

CONCRETE SLAB ON GRADEREFER TO STRUCTURAL SHEETS

CONCRETE FILLED PIPE BOLLARD - TYP

PEMB WALL GIRT - TYP

CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

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R. DARLINGTON

K. BOMBOY

BUILDINGSECTION

A-301

PRPA VMF


3019039



1/8" = 1'-0"A-101

BUILDING SECTION3

4' 8' 16'0

A-102

A-201

5 6

AA

BB

CC

21' -

4 1

/2"

26' -

7 1

/2"

25' - 0"

MEN'S

103

JC / STOR

117

WOMENS

102

CLEAR

5' - 1" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 5' - 7" 18' - 1" +/-

2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 3' - 2"

12' -

0"

7' -

8"

5' -

0"

4' - 3"8' - 3"

6' -

0"

12' -

2"

CLE

AR

5' -

0"

4' -

8"

5' -

1"

9' -

6"

+/-

5' - 0"4' -

0"

10' -

6"

5' -

6"

CLEAR

5' - 1" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

CLE

AR

5' -

0"

16' - 8 1/2"

16' - 9"

5' - 0" 18' - 9" +/-

7' -

0"

12" x 12" DOUBLE TIER LOCKERS

PEDESTAL MOUNTED BENCHES

ADA BENCH

SEMI-RECESSED PAPER TOWELAND WASTE RECEPTACLES

12" x 12" DOUBLE TIER LOCKERS

PEDESTAL MOUNTED BENCHES

SEMI-RECESSED PAPERTOWEL AND WASTERECEPTACLES

ADA BENCH

MOP SINK

BOTTLE FILLER TYPE WATER FOUNTAIN

ADALOCKER

ADA LOCKER

5

B MEN'S

217

WOMEN'S

218

5' - 6"

10' -

0"

2' -

1 1

05/1

28"

10' -

0"

4' -

6"

4' -

6"

WATER FOUNTAINW/ BOTTLE FILLER

CLEAR

5' - 0" 2' - 10" 5' - 1"

CLE

AR

5' -

0"

CLEAR

5' - 0" 2' - 10" 5' - 1"

CLE

AR

5' -

0"

4

AA

BB

CC

21' -

4 1

/2"

26' -

7 1

/2"

A-401 6

VENDING /

COFFEE

100

A-4016OH

6 7

C

BREAK ROOM

223

18' -

7"

23' - 2"

MICROWAVES (3)

REFRIGERATOR

A-401

5

B

2' -

10"

1' -

10"

2' -

6"

MICROWAVES - TYP FOR 6

BASE CABINET TO ACCEPT MICROWAVE

PLASTIC LAMINATE WALL CABINETS

STAINLESS STEEL UNDERMOUNT SINK

SOLID SURFACE COUNTER TOP/EDGE/SPLASH

PLASTIC LAMINATE BASE CABINETSNOTE: THE OPPOSITE ELEVATION OF VENDING/COFFE TO BESIMILAR TO THAT SHOWN ABOVE

REFRIGERATORS - SHOWN AS PLACEHOLDERS ONLY

VENDING MACHINES - SHOWN ASPLACEHOLDERS ONLY

EQUIPMENT/APPLIANCES SHOWN FOR ILLUSTRATION ONLY, FINALSELECTIONS TO BE COORDINATED WITH OWNER'S FF&E SELECTIONS

CONSULTANTS


ISSUE BLOCK

PROJECT NO.:

DESIGNED BY:

DRAWN BY:

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D. KURTZ

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K. BOMBOY

ENLARGEDPLANS /

ELEVATIONS

A-401

PRPA VMF


3019039

1/4" = 1'-0"A-103

ENLARGED FIRST FLOORTOILET ROOM PLANS

1

2' 4' 8'0

1/4" = 1'-0"A-103

ENLARGED SECOND FLOORTOILET ROOM PLANS

2

1/4" = 1'-0"A-103

ENLARGED FIRST FLOORVENDING/COFFEE PLAN

3

1/4" = 1'-0"A-103

ENLARGED SECOND FLOORBREAK ROOM PLAN

4

2' 4' 8'0

A-401

A-401

2' 4' 8'0

2' 4' 8'0

2' 4' 8'0

2' 4' 8'0



1/4" = 1'-0"A-102

ELEVATION - BREAK ROOM5

1/4" = 1'-0"A-103

VENDING/COFFEE ELEVATION6

EQUIPMENT AND APPLIANCES SHOWN FOR ILLUSTRATION ONLY. FINAL SELECTIONS TOBE COORDINATED WITH OWNER'S FFE SELECTIONS.

REFER TO VENDING/COFFEE ELEVATION ABOVE FOR NOTES

8

A

HOTELING OFFICE

108

108

SIDE WORK SURFACE W/ STORAGE PEDESTAL BELOW

CENTER WORK SURFACE

SIDE WORK SURFACE W/ END SUPPORT PANEL

TASK CHAIR WITH ARMS

GUEST CHAIRS

2' - 0"

1' -

6"

6' - 0"

6' -

6"

MODESTY PANEL

4

A

OFFICE

208

TY

P

9' -

9"

208

SIDE WORK SURFACE W/ STORAGE PEDESTAL BELOW

CENTER WORK SURFACE

SIDE WORK SURFACE W/ END SUPPORT PANEL

TASK CHAIR WITH ARMS

MODESTY PANEL

GUEST CHAIRS

6' -

6"

OVERHEAD STORAGE

2' - 0"

1' -

6"

6' - 0"

CREDENZA

4' -

0"

4' -

6"

LOW WALL BELOW WINDOW WITHSOLID SURFACE SILL

6 7

BB

CC

5' -

0"

2' - 6"

4' - 0"

2' -

1"

22' -

6"

42' - 0"

3' -

4"

4' -

2"

3' -

2"

5' -

0"

5' -

0"

PLAM TABLE WITH FIXED LEGS AND LOCKABLE CASTORS-TYPNO POWER OR DATA

TASK CHAIRS WITH ADJUSTABLE ARMS, PLASTIC SEATNON-LOCKING SWIVEL CASTORS -TYP

PLAM COUNTER AT 30" AFF

PLAM PRIVACY SCREEN TO 54" AFF

CONSULTANTS


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DESIGNED BY:

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ENLARGEDPLANS

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1/4" = 1'-0"

TYPICAL HOTELING OFFICEPLAN

1/4" = 1'-0"

TYPICAL SECOND FLOOROFFICE PLAN

NOTE: TYPICAL LAYOUTS SHOWN FOR SCOPE / COORDINATION PURPOSESONLY.

1/4" = 1'-0"

TRAINING ROOM PLAN

2' 4' 8'0

2' 4' 8'0

2' 4' 8'0

A B C D F G

OVERHEAD ROLLING DOOR HIGH-SPEED FABRIC DOOR

H

ROLLING SECURITY GRILLE

E

12" WIDE SHELF

DUTCH DOOR

SIDELIGHT WHERE SCHEDULED

CONSULTANTS


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DOORSCHEDULE AND

NOTES

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DOOR SCHEDULE

DOORNUMBER TYPE

DOOR

FIRERATING REMARKSELEV MAT.

NOMINAL SIZE

WIDTH HEIGHT THICKNESS

206 Door - Single Flush - Solid - Sidelight A WD 3' - 0" 7' - 0" 1 3/4" FULL HEIGHT SIDELIGHT








214 Single-Flush A WD 3' - 0" 7' - 0" 1 3/4"

215A Double-Flush B WD 6' - 0" 7' - 0" 1 3/4"

215B Single-Flush A WD 3' - 0" 7' - 0" 1 3/4"

216 Single-Flush A WD 3' - 0" 7' - 0" 1 3/4"

217 Single-Flush A WD 3' - 0" 7' - 0" 1 3/4" UNDERCUT OR LOUVER



221 Double-Flush B STL 6' - 0" 7' - 0" 1 3/4"

223 Single-Flush Vision C WD 3' - 0" 7' - 0" 1 3/4"

224 Single-Flush A WD 3' - 0" 7' - 0" 1 3/4"

C100 Door-Exterior-Double-Two_Lite D STL 6' - 0" 7' - 0" 1 3/4"

C101 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"

E001 Door-Exterior-Double-Two_Lite D STL 6' - 0" 7' - 0" 1 3/4"

E002 Door-Exterior-Double-Two_Lite D STL 6' - 0" 7' - 0" 1 3/4"

E003 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"

E004 Single-Flush A STL 3' - 0" 7' - 0" 1 3/4"


E008 Door-Overhead-Rolling F STL 8' - 0" 10' - 0" 1/2"

E009 Door-Overhead-Rolling F STL 8' - 0" 10' - 0" 1/2"

E010 Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME

E011 Door-Overhead-High Speed G FAB 12' - 0" 10' - 0" 1/4"

E011A Door-Overhead-Rolling F STL 12' - 0" 10' - 0" 2"




E014 Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME





E018 Door-Overhead-High Speed G STL 12' - 0" 10' - 0" 1/4"





















S1B1 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

S2A1 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

S2B1 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

S2C1 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

S2C2 Single-Flush Vision A STL 4' - 0" 7' - 0" 1 3/4" 45 MIN

DOOR SCHEDULE

DOORNUMBER TYPE

DOOR

FIRERATING REMARKSELEV MAT.

NOMINAL SIZE

WIDTH HEIGHT THICKNESS

101A Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

101B Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

101C Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4" 45 MIN

102 Single-Flush A STL 3' - 0" 7' - 0" 1 3/4" UNDERCUT OR LOUVER

103A Single-Flush A STL 3' - 0" 7' - 0" 1 3/4" UNDERCUT OR LOUVER

103B Single-Flush A STL 3' - 0" 7' - 0" 1 3/4" UNDERCUT OR LOUVER

104 Single-Flush A STL 3' - 0" 7' - 0" 1 3/4"

105 Door-Exterior-Double-Two_Lite D STL 6' - 0" 7' - 0" 1 3/4"

106 Single-Flush A STL 3' - 0" 7' - 0" 1 3/4" CARD READER

107 Door - Single Flush - Solid - Sidelight A STL 3' - 0" 7' - 0" 1 3/4" FULL HEIGHT SIDELIGHT

108 Door - Single Flush - Solid - Sidelight A ST 3' - 0" 7' - 0" 1 3/4" FULL HEIGHT SIDELIGHT

109 Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"




114 Single-Flush A STL 3' - 0" 7' - 0" 1 3/4" CARD READER

115 Single-Flush-Dutch-Shelf E STL 2' - 6" 8' - 0" 2" CARD READER


117 Single-Flush A STL 3' - 0" 7' - 0" 1 3/4" UNDERCUT OR LOUVER



121A Single-Flush A STL 3' - 0" 7' - 0" 1 3/4"

122A Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"

122B Door-Overhead-High Speed G FAB 12' - 0" 10' - 0" 1/4"





130A Door-Overhead-High Speed G FAB 12' - 0" 10' - 0" 1/4"

130B Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME

130C Door-Overhead-High Speed G FAB 12' - 0" 10' - 0" 1/4"

130D Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"

130E Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"

130F Security Grille H AL 12' - 0" 10' - 0" 1/2" MANUAL OPERATION

130G Security Grille H AL 12' - 0" 10' - 0" 1/2" MANUAL OPERATION

130H Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"


132A Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME

133A Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME

133B Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME

134 Single-Flush Vision-Fiberglass C FBRGLS 3' - 0" 7' - 0" 1 3/4" FIBERGLASS DOOR AND FRAME

135A Security Grille H AL 12' - 0" 10' - 0" 1/2" MANUAL OPERATION

135B Single-Flush Vision C STL 3' - 0" 7' - 0" 1 3/4"



140 Door-Exterior-Double-Two_Lite - STL 10' - 0" 8' - 0" 1 3/4" FURNISHED WITH PAINT BOOTH




145 Single-Flush Vision - STL 3' - 0" 7' - 0" 1 3/4" FURNISHED WITH PAINT BOOTH




200A Double-Flush B WD 6' - 0" 7' - 0" 1 3/4"

200B Double-Flush B STL 6' - 0" 7' - 0" 1 3/4"


202 Single-Flush A WD 3' - 0" 7' - 0" 1 3/4" CARD READER


DOOR NOTES:1. ALL EXTERIOR SWINGING DOORS SHALL BE INSULATED, HAVE FULL WEATHER STRIPPING AND INSULATED GLASS WHERE LIGHTS ARE INDICATED.

2. ALL SWINGING PERSONNEL DOORS SHALL HAVE WELDED STEEL FRAMES EXCEPT FIBERGLASS DOORS WHICH SHALL HAVE FIBERGLASS FRAMES.

DOOR ELEVATIONS



LEGEND:WD WOODSTL STEELAL ALUMINUMFBRGLS FIBERGLASSFAB FABRIC

CONSULTANTS


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3019039



- FINISH SCHEDULE -

RoomNumber Room Name Floor Area

FloorFinish Base Wall Finish Ceiling Finish Ceiling Height Comments

100 VENDING / COFFEE 536 SF PC VB PT SATC 9' - 0" P.LAM. CASEWORK, SOLID SURFACE COUNTERS

101 BREAK 2793 SF PC VB PT SATC 10' - 0" P. LAM. BUILT IN SIT AT COUNTERS

102 WOMENS 499 SF PC CT PT / CT SATC 9' - 0" CT WAINSCOT TO 4'-0" ON ALL WALLS

103 MEN'S 907 SF PC CT PT / CT SATC 9' - 0" CT WAINSCOT TO 4'-0" ON ALL WALLS

104 WATER 118 SF SC - PT EXP 0"

105 VEST 73 SF PC VB PT SATC 9' - 0"

106 IT 128 SF SC VB PT SATC 8' - 0"

107 HOTELING OFFICE 111 SF PC VB PT SATC 9' - 0" STC 45 WALLS

108 HOTELING OFFICE 119 SF PC VB PT SATC 9' - 0" STC 45 WALLS

109 TEAMSTER'S OFFICE 220 SF PC VB PT SATC 9' - 0" STC 50 WALLS

111 TRAINING ROOM 1066 SF PC VB PT SATC 10' - 0" STC 50 WALLS

112 OEM OFFICE 510 SF PC VB PT SATC 9' - 0" STC 45 WALLS

113 OEM OFFICE 510 SF PC VB PT SATC 9' - 0" STC 45 WALLS

114 TOOL A 204 SF SC VB PT EXP 0"

115 TOOL B 204 SF SC VB PT EXP 0"

116 PMP 73 SF SC VB PT SATC 8' - 0"

117 JC / STOR 107 SF SC VB PT / FRP SATC 8' - 0" FRP TO BE ON WALLS ADJACENT MOP SINK

118 STOR 77 SF SC VB PT SATC 8' - 0"

119 PIO 35420 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF ALL WALLS

120 HEAVY PIO 5602 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF ALL WALLS

121 BATT MAINT 325 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF EXT WALLS

121A STORAGE 323 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF EXT WALLS

122 BODY SHOP 14304 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF EXT WALLS

122A PAINT PREP 240 SF SC VB PT / EXP EXP 0"

122B PAINT PREP 240 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF EXT WALLS

123A PAINT PREP 240 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF EXT WALLS

123B PAINT PREP 240 SF SC VB PT / EXP EXP 0" PTD 1/2" PLYWOOD TO 8'-0" AFF EXT WALLS

124A PAINT 367 SF - - - - 0" MFR'S STD WALL AND CEILING FINISHES

124B PAINT 367 SF - - - - 0" MFR'S STD WALL AND CEILING FINISHES

125A PAINT 367 SF - - - - 0" MFR'S STD WALL AND CEILING FINISHES

125B PAINT 367 SF - - - - 0" MFR'S STD WALL AND CEILING FINISHES

126 MECH 569 SF SC VB PT / EXP EXP 0"

127 STOR 91 SF SC VB PT / EXP EXP 0"

128 OFFICE 698 SF SC VB PT / EXP SATC 9' - 0"

129 STOR 954 SF SC VB PT / EXP EXP 0"

130 PARTS THROW-IN 6210 SF SC VB PT EXP 0"

131 PRINT / SUPPLY 99 SF SC VB PT SATC 8' - 0"

132 CAR WASH 4359 SF SC - FRP FRP 14' - 0" ALL FRP PANELS TO BE SEALED WATER TIGHT

132A CAR WASH STORAGE 446 SF SC - FRP EXP 0"

133 MECH / STOR 748 SF SC VB PT EXP 0"

134 OFFICE 120 SF SC VB PT SATC 9' - 0"

135 PARTS STOR 14699 SF SC VB PT / EXP EXP 0"



200 VESTIBULE 325 SF LVT VB PT SATC 9' - 0"

201 JC 83 SF SC VB PT / FRP SATC 8' - 0" FRP TO BE ON WALLS ADJACENT MOP SINK

202 IT 120 SF SC VB PT SATC 8' - 0"

204 OPEN OFFICE 3241 SF LVT VB PT SATC 9' - 0"

205 PENN B OFFICE 177 SF LVT VB PT SATC 9' - 0" STC 45 WALLS

206 PENN A OFFICE 124 SF LVT VB PT SATC 9' - 0" STC 45 WALLS

207 OFFICE 124 SF LVT VB PT SATC 9' - 0" STC 45 WALLS


209 SECURITY MGRS OFFICE 124 SF LVT VB PT SATC 9' - 0" STC 45 WALLS





214 GEN. MGR. OFFICE 232 SF LVT VB PT SATC 9' - 0" STC 45 WALLS

215 CONFERENCE 512 SF LVT VB PT SATC 9' - 0" STC 45 WALLS

216 STORAGE 154 SF SC VB PT SATC 9' - 0"

217 MEN'S 156 SF SC CT PT / CT SATC 8' - 0" CT WAINSCOT TO 4'-0" ON ALL WALLS

218 WOMEN'S 156 SF SC CT PT / CT SATC 8' - 0" CT WAINSCOT TO 4'-0" ON ALL WALLS

219 IT MGR 167 SF LVT VB PT SATC 8' - 0"

220 MECH 1712 SF SC - PT EXP 0" SEAL JOINT AT BOTTOM OF WALLS / FLOOR

221 ELEC 717 SF SC - PT EXP 0" SEAL JOINT AT BOTTOM OF WALLS / FLOOR

222 FIRE PUMP 255 SF SC - PT EXP 0" SEAL JOINT AT BOTTOM OF WALLS / FLOOR

223 BREAK ROOM 430 SF LVT VB PT SATC 9' - 0"

224 STORAGE 275 SF SC VB PT SATC 9' - 0"

C100 CORR 1405 SF LVT VB PT SATC 9' - 0"

E1 ELEV 50 SF LVT - - - 0" MFR'S STD WALL AND CEILING FINISHES

S1A STAIR 182 SF SC VB PT GWB 8' - 0" ALL METAL STAIR PARTS TO BE PAINTED

S1B STAIR 191 SF SC VB PT GWB 8' - 0" ALL METAL STAIR PARTS TO BE PAINTED

S1C STAIR 142 SF SC VB PT GWB 8' - 0" ALL METAL STAIR PARTS TO BE PAINTED

S2A STAIR 182 SF SC VB PT GWB 8' - 0" ALL METAL STAIR PARTS TO BE PAINTED

S2B STAIR 191 SF SC VB PT GWB 8' - 0" ALL METAL STAIR PARTS TO BE PAINTED

S2C STAIR 122 SF SC VB PT GWB 8' - 0" ALL METAL STAIR PARTS TO BE PAINTED

FINISHE SCHEDULE NOTES:SC = SEALED CONCRETEPC = POLISHED CONCRETEVB = VINYL RESILIENT BASEGWB = GYPSUM WALL BOARDLVT = LUXURY VINYL TILESATC = SUSPENDED ACOUSTIC TILE CEILING (2 x 2 WITH 15/16" ALUMINUM GRID)CT = CERAMIC TILEPT = PAINTEXP = EXPOSED STRUCTURESTC = SOUND TRANSMISSION COEFFICIENTFRP = FIBERGLASS REINFORCED PLASTIC (PANELS)PTD = PAINTEDP. LAM. = PLASTIC LAMINATE (CLAD)

0" AT ALL EXP CEILINGS INDICATES NO CEILING HEIGHT APPLICABLE

NOTE: ALL CODE REQUIRED SIGNAGE TO BE PROVIDED.

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