2026-10-23 - LC Fitness Center - Addendum 2.pdf

Received By:

Addendum #2 Date: 10/23/2026

To All Bidders

Reference: 260-B5260-015 / L24NV640

Title: NVCC LC Fitness Center - Addendum 2

IFB Dated: 09/24/2026

Bid Due: 11/03/2026 – Revised Bid Due Date

Bid Opening: 11/04/2026

The attached items are included in this memo:

• Bid Due Date Revision

• Pre-bid RFIs and Responses

• Updated drawings and specifications in response to the Pre-bid RFIs.

Bidders are reminded that all questions should be submitted no less than 6 days prior to the bid due date.

Note: A signed acknowledgement of this Addendum #1 must be received at the location indicated on the IFB either prior to the bid due date and hour or attached to your bid. Signature on this addendum does not substitute for your signature on the original bid document. The original bid document must be signed.

Sincerely, Brandon Hughes, NCARB, LEED GREEN ASSOCIATE Associate Principal, Project Manager Phone: 571-858-5210 Email: bhughes@rrmm.com

10/23/2026

10/23/2026

Pre-Bid RFIs #2

DATE: 10/23/2026

REFERENCE: Northern Virginia Community College, LC Fitness Center – Pre-Bid RFIs #2

RFIs & Responses:

1. Drawing E-002 (Plan Note 3); M-301; E-601 (Panel ML1) – HP-1 Disconnect Voltage

E-002 Note 3 specifies the HP-1 disconnect as “2P-60A, 240V, F.S.S., NEMA Type ‘3R’, fused at

40A.” Panel ML1 is 208Y/120V, 3Ø, 4W, and the M-301 schedule lists HP-1 (Mitsubishi PUZ-

AH30NL) as 208 V / 1Ø, MCA 22.0 A, MOCP 37.0 A. Drawing excerpt attached. Given that M-301 lists HP-01 at 208 V, 1Ø, MCA 22.0 A and MOCP 37.0 A, while E-002 Note 3 calls for a 240 V, 60 A fusible disconnected fused at 40 A, please confirm the required supply voltage, disconnect rating, fuse rating and type, and breaker rating at ML1-26/28 for HP-1, consistent with the equipment nameplate and the manufacturer’s installation instructions.

Response: The voltage system at the building for low voltage loads is 120/208V, 3-phase, 4-wire.

The standard voltage rating for disconnects and breakers used on either 208V or 240V systems is

240V. Similarly, the standard voltage rating for disconnects and breakers used on 277/480V, 3-phase, 4-wire system is 600V.

The fuses for HP-1 unit can be rated 40A as shown on electrical drawings because there is no standard fuse size of 37A as listed by the mechanical unit manufacturer. The 35A fuses can be used as well as an acceptable alternative for the OCP serving the heat pump unit.

2. Drawing E-002 (Plan Note 2); E-601 (Panel GL1) – Source Circuit for GFCI Receptacle at HP-1

E-002 Note 2 connects the new GFCI WP service receptacle at HP-1 to existing branch circuit GL1-24.

The GL1 panel schedule lists GL1-24 as “(E) RECEPT.,FLOOR BOX LIBRARY,” an interior library circuit. Existing circuits GL1-57 and GL1-59 are listed as “(E) GFCI RECEPT. OUTSIDE.” Drawing excerpt attached. Please confirm which branch circuit shall serve the new GFCI weatherproof service receptacle at HP-1: existing circuit GL1-24 as shown on E-002 (listed in panel GL1 as an interior library floor-box circuit), one of the existing exterior GFCI circuits GL-57/GL1-59, or a new dedicated 20 A circuit from Panel GL1.

Response: The existing circuit GL1-24 serves also a wall mounted receptacle near the floor box(es) in question in the Library. The existing exterior circuit GL1-59 may be considered as well to power the GFCI near the HP-1 but that will be a more expensive option. Other existing receptacle circuits in the Library may be also considered to power the GFCI near the HP-1 if more accessible and more economical.

3. Drawing A-601 (Door Schedule); E-301 (Plan Notes 4,5) & Specification Section 087100, page 16-17, paragraph 3.8 – Door Hardware Section Project ID and Operator Power

Pages of Section 087100 carry the header “State Project Code 260-B5260-049 – Loudoun Campus – LC

Medical Education Lab, RRMM Project No. 24187-12, “a different project. Hardware Set 2 (Door 001) lists an LCN 9553 automatic operator “AS REQ (120/240 VAC), “while E-301 provides a single J-box above the ceiling on 120 V circuit GL1-31 for door hardware power. Please confirm that Section 087100

(Hardware Sets 1 and 2), whose page headers reference Project 260-B5260-049, applies to this project;

that the LCN 9553 automatic operator shall be powered at 120 V from circuit GL1-31: and, since the

HID 40KNKS card readers are Owner-furnished and Owner-installed, which party furnishes, installs, programs and tests the access-control panels, the low-voltage cabling and terminations, and the interface of the electrified hardware, REX, door position switches and MP4502/AQD4 power supplies with the

Owner’s access-control system.

Response: Confirmed, incorrect header has been revised via Addendum 2.

4. Drawing A-601 (Finish Legend, AF1) & Specification Section 096566, page 3, paragraph 2.2.C – AF1

Seaming Method

Section 096566 §2.2 specifies Tarkett Dropzone Speckle, “8 mm recycled non-laminated rubber flooring

– roll application,” with “Seaming Method: Heat welded” (§2.2.C). The same section lists “Sheet vinyl flooring: as the product included (§1.1.A.1) and requires heat-welded vinyl seams per ASTM F1516

(§3.4.D). Heat welding is a sheet-vinyl procedure that recycled rubber roll flooring does not normally use. Drawing excerpt attached. Please confirm that the AF1 rubber roll flooring (Tarkett Dropzone) shall be seamed with adhesive per the flooring manufacturer’s recommendations rather than heat-welded, and that the sheet vinyl provisions of Section 096566 (§1.1.A.1 and §3.4.D) do not apply.

Response: Contractor shall provide manufacturer’s standard recommendation / installation instructions for seams in lieu of heat-welding.

5. Drawing A-601 (Door Schedule, Types G / SF-1) & Specification Section 081116.13, page 3, paragraph

2.5 – Door and Frame Material, Doors 001 & 002

The A-601 Door Schedule lists the door material for Doors 001 (pair) and 002 as “SCWD” (solid core wood), and the SF-1 frame type legend reads “Hollow Metal Single Door or Pair of Doors.” The same schedule lists frame material as “Aluminum”. Door Type G shows a glazed stile-and-rail door. Details

A4/A5 are “Head/Jamb Detail @ SF Door.” And section 081116.13 specifies Special-Lite SL-15 wide-stile aluminum doors in Kawneer Trifab VersaGlaze 450 framing. Drawing excerpt attached. Please confirm that Doors 001 and 002 and their frames are aluminum, per Section 081116.13 (Special-Lite

SL-15 doors in Kawneer Trifab VersaGlaze 450 frames).

Response: A-601 has been revised for clarity. Door type G for this project shall be (Basis of

Design) Special-Lite SL-15 per 081116.13 in aluminum storefront framing system

6. Drawing M-201 (near grid K/3) – Ductwork “Up to Existing Rooftop AHU”

M-201 shows 20x34, 48x18 and 34x34 ducts with fire dampers, labeled “Up to existing rooftop air handling unit,” outside the Fitness Center work area. No demolition, new-work keynote or rooftop scope is associated with these ducts. Drawing excerpt attached.

Question: Please confirm that these ducts, fire dampers and the rooftop air handling units (L-AHU-1 and

L-AHU-2) are existing to remain and are shown for reference only, with no work required in the shaft or on the roof.

Response: Air devices will need to be rebalanced, which may require work on associated VAV’s and/or Roof Mounted AHU’s/RTU’s.

7. Specification Section 015000, page 3, paragraph 2.2.B – Field Office Requirements

Section 015000 §2.2.B calls for two common-use field offices plus an Owner field office, with prefabricated/mobile accommodations, a 10-person conference room, furniture and telephone service.

This is a 1,362 SF interior renovation in an occupied building with a 120-day duration.

Please confirm whether the field offices, toilet facilities, fencing, utility connections and telephone described in Section 015000 §2.2 are required for this interior renovation, or whether an Owner-designated meeting office and staging area within the existing building will be acceptable in lieu of them.

Response: The Contractor’s work space will be adequate for temporary office space. Separate common use field offices will not be provided as part of this project. If a conference room space is required at points throughout construction a conference room within the building will be coordinated.

8. Specification Section 013200, page 4, paragraph 1.7.C.6 – Commissioning Time and Commissioning

Authority

Section 013200 requires the schedule to “include no fewer than 35 days for commissioning,” and

Section 013100 lists an “Owner’s Commissioning Authority” as a meeting attendee. The Project Manual contains no commissioning section (e.g., 019113 or 230800), and the contract time is 120 calendar days to Substantial Completion. Please confirm whether formal commissioning, including the minimum 35-day commissioning period required by Section 013200 within the 120-day contract time, is part of this contract and, if so, identify the Commissioning Authority and the commissioning scope.

Response: Commissioning will be provided by NVCC.

9. Specification Section 013233, page 2, paragraph 1.4 – Photographic Documentation Extent

Section 013233 requires a qualified photographer (§1.4.A), 20 preconstruction photographs (§1.4.C), 20 photographs weekly (§1.4.E), 20 monthly time-lapse photographs that include subgrade, structural framing and building enclosure phases (§1.4.F), and 100 final photographs (§1.4.G). The work has no sitework, structure or envelope scope. Please confirm whether the Contractor may provide the photographic documentation required by Section 013233 as dated digital photographs in lieu of a professional photographer, with the time-lapse sequence and photograph quantities reduced to suit and interior renovation of this size.

Response: Contractor photos will be acceptable for this project, but must be dated and of good quality.

10. Drawing M-001 (Gen. Note 12); E-101 / E-301 & Specification Section 017300, page 7, paragraph

3.5.G.3 – Core Drilling Through Concrete Floor Slab

M-001 General Note 12 prohibits penetrations in any building structure without authorization from a structural engineer and the Owner’s representative, requires dimensioned sketches of all proposed penetrations, and requires structural components to be X-rayed before cutting or drilling. Section

017300 §3.5.G.3 calls for concrete to be cut with an abrasive saw or diamond-core drill. However, the

Mechanical, Fire Protection and Electrical plans show no new penetrations through the concrete floor slab; the only floor work indicated on E-101 and E-301 is extension collars at the existing floor boxes.

Please confirm whether any core drilling through the concrete floor slab is anticipated for this project and if so, identify the location, size and quantity of each penetration, the trade it serves, and whether X-ray/GPR scanning and structural engineer review per M-001 General Note 12 are required to be provided by the Contractor.

Response: No work through floors is expected. Wall penetrations are expected for refrigerant piping.

11. Drawing M-001 (BBH); M-201; A-601 (Finish Legend) – Existing Baseboard Heaters

Existing baseboard heaters are located within the area of work. The Mechanical drawings do not address them: M-201 shows no existing baseboard heaters and no demolition, relocation, or protection work for them, and the BBH abbreviation listed on M-0001 is not used on any plan. The new AF1 flooring and

RB1 base on A-601 will abut these units. Please confirm whether the existing baseboard heaters within the area of work are to remain in place and in service and, if any are to be removed or relocated, identify the extent of that work, including disconnection and capping of the associated piping or power, and the required wall and floor patching.

Response: Units are existing to remain.

12. Drawing A-101 (Notes 1,2); A-201 (Notes 1-4) & Specification Section 011000, page 2-3, paragraph 1.6

– Owner-Furnished (OFCI) Items – Delivery and Responsibilities

Section 011000 §1.6.A requires the Owner to provide for delivery of Owner-furnished products to the

Project site and to inform the Contractor of the earliest available delivery date; §1.6.B.3 requires the

Contractor to receive, unload, store, protect, and install them. A-201 identifies the OFCI items as salvaged mirrors (V.I.F), yoga mat storage hooks and a wall-mounted TV monitor, and A-101 Note 1 states that all furniture and fitness equipment is Owner-provided. The documents do not state where the salvaged mirrors are currently located, who removes and transports them, or whether the TV wall mount is furnished with the monitor. Please confirm that all OFCI items shown on A-101 and A-201 (salvaged mirrors, yoga mat storage hooks, and TV monitor with its wall mount) will be delivered by the Owner to the project site and available for installation when required by the construction schedule, and whether removal and transport of the salvaged mirrors from their current location, and placement of the Owner-provided fitness equipment and furniture, are by the Owner or by the Contractor.

Response: Owner furnished / relocated equipment are stored at the Loudoun campus. Contractor will be responsible for moving equipment from the Loudoun campus storage warehouse to the work site, to be coordinated with NVCC.

13. Drawing A-101 (First Floor Plan – area of work) & Specification Section 011000, page 4, paragraph 1.9

– Noise and Dust Control in the Occupied Building

The area of work is a portion of the existing library in the LC Building, which NVCC will occupy throughout construction (011000 §1.8.A). Section 011000 limits work to 7:00 a.m. – 5:00 p.m., Monday through Friday (§1.9.B), restricts noisy activity during final exams (§1.9.C), and requires 14 days’ notice and the Owner’s written permission for operations that generate noise, vibration, or dust (§1.9.E).

Section 015000 §3.5.G requires floor-to-ceiling dustproof partitions, but the drawings do not show their location or extent, and the ceiling plenum is used for return air (M-201 Note 1). Please confirm the location and construction of the temporary dust and noise partitions required between the area of work and the occupied library, including whether they shall extend through the ceiling plenum to the structure above, and identify the hours during which noise and dust-generating work (demolition, cutting, and drilling) will be permitted, including whether such work must be performed after hours or on weekends while the library is in use.

Response: Construction hours are flexible, and can begin as early as 6am each day. Restrictions for work that generates noise, vibration, or dust will be addressed on a case-by-case basis during construction. Regarding the barrier, the intent for the temporary barrier is for the adjacent egress pathway to be maintained and protected from dust, debris, etc. within the area of work. Adjacent spaces will remain partially occupied through construction, so the barrier should also ensure that students, faculty and staff cannot unintentionally enter the work area.

14. Drawing G-001 & Bid Form - Bid form and bid bond refer to ‘Additive Bid Items taken in sequence, ‘but no additive items are described or listed on the bid form. Are there any additive bid items? If so, please give the scope and sequence of each. If not, please confirm the bid is base bid only. (Also applies to Sections Bid Form, CO-10.2.)

Response: There are no additive bid items for this project.

15. Drawing A-601 & Specification Section 087100 - Spec 087100 (Rev 2) headers read ‘State Project Code

260-B5260-049, LC Medical Education Lab, RRMM 24187-12.’ Please confirm this section applies to this project, and issue a corrected section and hardware sets for the Fitness Center doors.

Response: Confirmed, and revised via Addendum 2.

16. Drawings A-601 & A-101 & Specification Section 087100 paragraph 3.8 -The hardware sets are described as ‘a guideline only’ and discrepancies are to be resolved ‘prior to bidding.’ Please provide a door-by-door hardware schedule for the doors on A-601, including the door operator noted on A-101.

Response: The Basis of Design schedule is included in section 087100, including all doors that are within the scope of work.

17. Drawings E-001 & E-301 – E-301 shows a J-box for power to electrified door hardware, and the legend includes tele/data/door access control. No Division 28 access control spec or device layout is included.

Is card access required at the Fitness Center entry? If so, who furnishes and installs readers, panels and programming, and which campus standard (manufacturer) applies.

Response: Card reader access is required. Contractor is responsible for rough-in, conduit, cabling and boxes. Readers, panels and programming are provided by NVCC.

18. Drawing E-001 & E-301& Division 27 - Data outlets appear in the electrical legend, but there is no

Division 27 structured cabling spec. Please confirm the data outlet locations and quantities, cable category, termination point (IDF), and whether cabling is by the Contractor or by NVCC IT.

Response: Provide device box and conduit up to accessible ceiling where indicated on drawings.

Coordinate with Owner for quantities, device type, cabling and terminations.

19. Drawings AD101 & A-001 – AD101 says ‘refer to plumbing drawings for additional demolition,’ but the set has no plumbing drawings. Please confirm there is no plumbing scope (for example a drinking fountain or bottle filler, which the A-001 abbreviations include as ‘DF”), or provide plumbing drawings.

Response: There is no plumbing scope within this project, refer to drawing updates issued via

Addendum 2 with references removed.

20. Drawings M-201, M-202, & M-301 – The mechanical set has M-201/M-202 new work and schedules but no mechanical demolition plan. Please confirm the extent of existing ductwork, diffusers, and grilles to be removed or relocated, and any work to existing L-AHU-1/2 shown on M-301.

Response: Air devices are shown being relocated on M201.

21. Drawings M-201, M-401, & E-301 & Specification Section 238126 – Please provide the outdoor heat pump (HP-1) location, mounting (pad or roof), refrigerant line route and length, and building/roof penetration details. Please also give the condensate drain termination for the new 3’x3’ ceiling cassette(s), and say whether a condensate pump is required.

Response: See M201 for unit location, on ground level – pad or pedestal mounted. Final location shall be coordinated in the field with NVCC.

See M202 for general refrigerant routing. Final routing shall be coordinated in the field.

Ceiling cassette unit has an integral condensate lift; condensate pump will only be provided as needed. Condensate drain shall be as indicated in General Note #6 M201. Coordinate in the field.

22. Drawings G-001 & M-001 & Specification Section 013100 – Specs refer to a Commissioning Authority and to Section 019100 ‘General Commissioning Requirements,’ but 019100 is not in the Table of

Contents. Is commissioning required? If so, please issue 019100 and define the Contractor’s responsibilities. (Also applies to Sections 013100, 014000, 017823.)

Response: Commissioning will be provided by NVCC.

23. Drawings FA-001 & FA-201 – The Contractor is to field-survey the existing fire alarm system and include all modifications needed. Please provide the existing FACP manufacturer/model, the campus fire alarm vendor or record, and remaining panel/NAC capacity, so all bidders price on the same basis.

Response: The existing FACP is a Notifier panel and is in Electrical Room 119 on the first floor.

The existing fire alarm system’s capacity, equipment and devices shall be field verified by contractor. The new fire alarm devices shall be compatible with existing fire alarm system.

Additional information on existing fire alarm system, including existing drawings and submittals can be obtained from the Owner.

24. Drawings A-101, FP-101, FP-201 & Specification Section 211313 – Sprinkler heads are ‘not indicated,’ and 211313 requires delegated design. Please confirm the expected scope (relocating existing heads or adding new ones), and whether hydraulic calculations or a flow test are required. If so, please provide existing flow test data.

Response: The fire protection scope of work is limited to relocating one sprinkler head and addition of two new sprinkler heads. Provide hydraulic calculations as necessary. Additional information on existing fire protection system, including existing as-built sprinkler drawings and submittals can be obtained from the Owner.

25. Drawings A-101 & A-201 – OFCI salvaged mirrors (4’-0” and 4’-4” x 6’-10”, V.I.F.): please confirm the quantity, current location, who removes and stores them, and the required mounting hardware/backing. If a salvaged mirror is damaged or unusable, is replacement in the Contractor’s scope?

Response: Owner furnished / relocated equipment are stored at the Loudoun campus. Contractor will be responsible for moving equipment from the Loudoun campus storage warehouse to the work site, to be coordinated with NVCC.

26. Drawings A-101 & E-301 – All fitness equipment is Owner-provided. Please give the equipment layout and electrical requirements (for example treadmills on dedicated 20A circuits), so that receptacles and floor boxes can be confirmed against E-301.

Response: The fitness equipment layout is shown in drawings. The power plan and the panel schedules indicate the load associated with each fitness equipment that requires a power connection.

27. Drawings AD101 & A-601 & Specification Section 096566 – Please confirm the existing slab substrate under the carpet tile. Who performs moisture/RH testing before the 8mm rubber athletic flooring goes in? Should bidders carry an allowance for moisture mitigation and floor leveling? If so, how much?

Response: Contractor is responsible for pre-installation moisture testing to determine whether specialized adhesives are required for installation.

28. Drawing G-001 & Specification Section 024119 – G-001 says no lead inspection was done (building post – 1985), and 024119 says hazardous materials are not expected. Please confirm whether an asbestos survey exists for the affected area (flooring mastic, ceiling tiles), and provide it if available.

Response: Refer to hazardous material statements included on G-001. Due to the age of the building, hazardous material surveys have not been conducted for the area of work.

29. Drawings AD101 & A-101 & Specification Section 011000 – Specs refer to ‘phasing’ and ‘phased construction barrier locations,’ but no phasing plan is in the drawings. Is the work single-phase? Please also confirm the barrier/dust-partition locations for the adjacent occupied Library and computer areas.

(Also applies to Sections 011000, 024119, 013100.)

Response: This statement refers to the general phasing, or sequencing of the work. Separate phases of construction are not anticipated or required as part of this project. Regarding the barrier, the intent for the temporary barrier is for the adjacent egress pathway to be maintained and protected from dust, debris, etc. within the area of work. Adjacent spaces will remain partially occupied through construction, so the barrier should also ensure that students, faculty and staff cannot unintentionally enter the work area.

30. Drawing G-001 & Specification Section 011000 – Work hours are 7:00 am to 5:00 pm, Mon to Fri, and noisy work needs coordination. Please say whether noisy work (demo, coring) must be done after hours or on weekends, so premium time can be priced.

Response: Refer to response to #13 above

31. Drawing G-001 & Bid Form CO-7:a § 3 – Substantial Completion is 120 calendar days from NTP.

Please give the anticipated NTP date, and any blackout periods (semester start, exams) or required completion date, given long-lead items (heat pump, door operator, rubber flooring).

Response: NTP is anticipated to be issued as soon as feasible following the bid period. Major holidays are considered non work days. Otherwise access will be coordinated with NVCC.

32. Drawings A-101 & A-201 & Specification Section 101419 – Please provide the location, mounting height, wording/logo, size, and illumination (if any) for the dimensional letter signage in Section

101419.

Response: Refer to detail A1/A-201 for information regarding dimensional letter signage location, mounting height, wording/logo, & size. Arial font is acceptable unless directed otherwise by

NVCC.

33. Drawings AD101, A-101, & A-601 – AD101 says existing ceiling tiles are replaced ‘throughout the area of work.’ Please confirm the exact limits and the replacement tile/grid basis of design, and say whether the existing grid stays or is replaced.

Response: Existing ceiling tiles are to be replaced throughout the scope of work area as indicated on drawing 2/AD101. Per Demolition Keynote 5 on AD101 “Existing Grid to Remain”. At the

Contractor’s option, full replacement of the grid to match existing may be considered if it is more economical / efficient.

34. Drawings LS101 (Life Safety Plan) & E-001 (General Note 20) & Specification Section 078413 –

Section 078413 “Penetration Firestopping” is referenced in Sections 211313, 260519, 260529, and

260533, and E-001 General Note 20 requires through-penetration assemblies tested per ASTM E-814 or

UL 1479 at all piping and conduit penetrations of fire-rated floors, walls and components. However, the

Project Manual Table of Contents lists only Section 079200 under Division 27, and Section 078413 is not included in the bid documents. LS101 includes an “Existing One Hour Fire Partition” legend symbol, but the rated assemblies within the work area are not clearly identified. Drawing excerpts attached. Please issue Section 078413 “Penetration Firestopping” by addendum, or confirm that penetration firestopping shall be UL-listed through-penetration firestop systems tested per ASTM E-814

/ UL 1479 and installed per the manufacturer’s listing. Please also identify which existing walls and floors within the work area are fire-rated, and their ratings, so that bidders can price the required firestopping.

Response: The Existing One Hour Fire Rated Partition symbol included in the legend identifies existing One Hour Rated construction beyond the area of work, as shown in the overall plan on

LS101. If new penetrations to existing Fire Rated construction is required, this may be addressed during Construction via RFI, however, this is not anticipated at this time.

35. Drawings A-201 (Elev. D1, Keynote 5); A-601 (SF-1) & Specification Section 081116.13, page 2, paragraph 2.1.A – Section 081116.13, Article 2.1.A.2 lists the basis the Basis of Design as “Kawneer

Trifab VersaGlaze 450 2”. Trifab VersaGlaze 450 has a 1-3/4” sightline x 4-1/2” depth: the 2” sightline corresponds to Trifab VersaGlaze 451. Elevation D1/A-201 (Keynote 5, storefront clerestory windows) dimensions the head, sill and intermediate mullions at 2-1/2”, which does not match any standard

Kawneer profile, and the A-601 Typical Door Frame Type SF-1 shows 2” faces (and is labeled “Hollow

Metal” while the Door Schedule list the SF-1 frame material as Aluminum – see RFI-05). Drawing excerpts attached. Please confirm the required framing system and sightline for the interior clerestory

(Elev. D1/A-201) and the SF-1 aluminum door frames at Doors 001 and 0002: (a) Kawneer Trifab

VersaGlaze 450 (1-*3/4” sightline x 4-1/2” depth), or (b) Trifab VersaGlaze 451 (2” sightline x 4-1/2” depth). Please also confirm that the 2-1/2” head, sill and mullion dimensions on Elevation D1/A-201 are nominal and that the clerestory overall frame size (approx. 20’-8” W x 2’-3” H) governs, with glass sizes per the selected system, to be field verified.

Response: The intended framing system and sightline for the interior clerestory Trifab

VersaGlaze 451 (2” sightline x 4-1/2” depth). Drawing A-201 has been revised to reflect 2” dimension.

36. Drawing A-601 – Door Schedule shows door type G as solid core wood door with aluminum frames, but door elevation shows aluminum and glass door. Please clarify.

Response: Refer to response to Question #5 above.

37. Drawing M-001- Who is the controls vendor?

Response:

Siemens Contact:

Shervin Kashani | Sales Executive

Mobile: (240) 584-5175 Email: Shervin.Kashani@Siemens.com

14400 Sweitzer Lane, Suite 300, Laurel, MD 20707, USA

38. Drawing A-601 (Door Schedule) & Specification Section 081116.13 Part 2 - The Door Schedule on A-

601 lists Doors 001 and 002 as ‘SCWD’ (solid core wood). Please confirm the door leaf material for

Doors 001 and 002. Section 081116.13 specifies aluminum doors (Basis of Design : Special-Lite SL-15

Wide Stile), and no wood door section is included in the Project Manual. Please confirm whether the door leaf for Doors 001 and 002 is aluminum (081116.13) or solid core wood (A-601).

Response: Refer to response to #5 above.

39. Drawing E-301 (Note 4) & Specification Section 087100 Hardware Sets 1,2 – E-301 Note 4 provides a junction box for door hardware power at Doors 001 and 002. Please confirm that the low-voltage cabling from Doors 001 and 002 to the campus access control panel, and the system programming, will be provided by the Owner’s security vendor. Hardware Sets 1 and 2 (Section 087100) include electrified hardware and card readers purchased and installed by the Owner. Section 087100 references a Division

28 access control section that is not included in the bid documents. Please confirm that cabling and programming described are by the Owner’s security vendor.

Response: Refer to response to question #17 above.

40. Drawings G-001 & A-201 (Detail C3) & Specification Section 092216 Part 2 – G-001 lists section

054000 Cold-Formed Metal Framing as a delegated design item, and Detail C3/A-201 identifies the interior partitions as “non-structural CFMF interior partition by delegated designer.” The S43B partitions extend to deck at approximately 14’-2”. (a) Does the delegated design apply to all S43B partitions, or only to the storefront box header and opening framing? Section 0922163 specifies non-structural steel studs with a minimum base-metal thickness of 0.029 inch. (b) Which section governs stud thickness for the remaining S43B partitions, Section 092216 or the delegated design under Section

054000?

Response: CFMF delegated design is required for support of the storefront openings. Extent of design shall be as required to provide adequate support for the storefront systems. Standard partitions beyond what is required to support the storefront openings shall be CFMF but delegated design is not required for these sections.

41. Drawings AD101, A-101, & A-601 (Detail C2) & Specification Section 095113 Part 2 – The reflected ceiling plans (AD101 and A-101) appear to show a 2’ x 2’ grid in the Fitness Center, and Detail C2/A-

601 calls for “New 2’ x 2’ ACT.” Please confirm the required tile size, and whether any grid replacement beyond modification is required. Section 095113 specifies 24” x 48” acoustical panels installed in the existing grid to remain. Please confirm which tile size governs (24” x 48” per the specification or 2’ x 2’ per the drawings).

Response: New 2’ x 2’ ACT is required as indicated on drawing sheet A-101. Specification section

095113 has been revised via Addendum 2. Refer to response #33 above regarding existing grid modifications.

42. Drawing AD101 (Demolition Keynote 1) & Specification Section 096566 paragraph 3.2.B & 3.2.E. –

Please establish an allowance or unit price for the slab patching required by AD101 Demolition Keynote

1. Art. 3.2.B.1 requires the substrate to be dry but does not specify a moisture test method or limit; Art.

3.2.E.2 requires moisture mitigation if results exceed the flooring manufacturer’s limits; Art. 3.2.B.2 allows installation only if pH is between 7.0 and 11 but does not address remediation outside that range.

(a) Confirm the required test method (e.g., ASTM F2170). (b) Establish an allowance or unit price for moisture mitigation and for pH remediation.

Response: The condition of the slab is not known to the A/E. Contractor shall include standard surface prep and minor slab patching. Any significant, unforeseen slab repairs will be addressed on a condition-specific basis via change order if required. Contractor is responsible for pre-installation moisture testing to determine whether specialized adhesives are required for installation.

43. Drawings M-201 (Note 5), M-401 (Detail 3), M-202, & E-002 & Specification Section 238126 – The documents show different mounting conditions for outdoor unit HP-1; M-201 Referenced Plan Note 5 shows pad or pedestal-mounted at grade, and Detail 3/M-401 shows a roof-mounted equipment support stand. Please confirm the mounting type and location. We assume HP-1 is mounted at grade on a new concrete pad at the location shown on M-202 and E-002. Please confirm the concrete pad is in the

Contractor’s scope. Section 238126 describes a wall-mounted equipment support bracket for HP-1, which is a third mounting condition. Please confirm which condition governs.

Response: The mounting type shall be coordinated with the Owner in field. It can be pad mounted, pedestal mounted, or wall bracket mounted, to be determined.

44. Drawing M-301 (Split System Note 9) & Specification Section 238126 – M-301 Split System Note 9 requires one remote system/master controller “located in the office” with BACnet interface. (a) Please confirm the location of the master controller (which office or room). Section 238126 does not include a requirement for integration with the campus Building Automation System. (b) Please confirm whether integration with the existing campus BAS is required. If so, identify the BAS vendor and the scope of integration. If not, we assume the Contractor will provide the controller with a BACnet interface for future connection by the Owner.

Response: The new thermostat location shall be within the space, coordinated with the Owner, while the master controller location will be located as directed by the Owner. Also, the new HVAC system controls shall be integrated into the existing BAS system. Refer to response #37 above for controls contractor contact information.

45. Instr. To Bidders page 4, paragraph 5(a) – The Notice of Invitation for Bids (DGS-30-256) states that a

Commonwealth of Virginia Standard Bid Bond (Form CO-10.2) is required, while Paragraph 5(a) of the

Instructions to Bidders (CO-7A) requires a bid bond only for bids exceeding $500,000. Please confirm whether a Bid Bond is required if the Total Base Bid is $500,000 or less.

Response: The Notice of Invitation for Bids (IFB) states that a Commonwealth of Virginia

Standard Bid Bond (Form CO-10.2) is required. Section 5(a) of the Instructions to Bidders also states that a Bid Bond may be required for Contracts having bids of up to five hundred thousand dollars ($500,000) if such requirement is stated in the IFB.

46. Drawing M-201 (Note 5) – During the installation of the new Heat Pump (HP-1), we might need to make a penetration through the exterior wall. Can you provide or describe the material assembly of the exterior wall, or provide a wall section of the existing condition?

Response: Based on the documentation available to the A/E, the Exterior Wall construction consists of fluid applied membrane air barrier, rigid insulation, air cavity and brick. Contractor shall modify existing assembly and provide new transition membrane(s) as required for continuity of the building envelope.

47. Drawing FA-002 – Can the GC use the exterior back door facing outside of the building and exterior sidewalk / and lawn as part of the access to the building and work area?

Response: Contractor will have access to exterior doors, sidewalks, & lawn spaces adjacent to the area of work. Site specific accommodations will be determined at time of pre-construction meeting.

48. Drawing FA-002 (Overall First Floor Plan) – Is the GC allowed to install a waste container outside of the building where the existing yard green area is?

Response: Contractor will be permitted to install waste containers outside of the building. Site specific accommodations will be determined at time of pre-construction meeting.

49. Drawing FA-002 (Overall First Floor Plan) – Are the construction workers allowed to use the existing restrooms of the Corridor, or the GC needs to provide a temporary portable toilet outside of the building?

Response: Contractors are permitted to use the existing restrooms in the corridor adjacent to the work area.

50. Drawing AD-101 – Can you confirm if the owner will be responsible to remove and reinstall all the furniture in the work area?

Response: Owner will be responsible for removing and reinstalling existing furniture within the work area prior to Contractor arrival on site.

51. Drawing A-101 – Will the owner provide the building permit and all the MEP inspections will be done through the Loudoun County Permitting Department?

Response: NVCC / VCCS will provide all permits.

52. Drawing E-301 (Detail 01) – Can installation of the new wall outlets at the columns be surface mounted including the conduits? The existing columns have a metal cover finish enclosure all around. Please advise.

Response: New wall outlets at existing columns must be flush mounted as indicated on drawing sheets E-301 & AD101. Surface mounted outlets are not acceptable.

53. Drawing AD-101 – Can you provide the time schedule allowed to work at the NVCC campus or building? Considering we might have noise during some phases of construction?

Response: Refer to response to #13 above.

54. Will the parking for the GC and his subcontractors be free or no fees, during the construction?

Response: The winning Contractor will be provided a free campus parking registration link at the pre-construction meeting to be renewed every 2 weeks during construction.

RRMM Architects BY: B.Hughes

2900 S. QUINCY ST SUITE 710 ARLINGTON, VA 22206 T: 703.998.0101 F: 703.998.7798

P

O N M L K IJ

3.1

STAIR

LIBRARY

AREA

3 3

2 2

10' - 4"

29' - 10 1/2"

NOTE: DIMENSIONS PROVIDED ARE

APPROXIMATE BASED ON AS-BUILT

DOCUMENTATION. CONTRACTOR SHALL

COORDINATE NEW WORK DIMENSIONS PRIOR TO

FLOORING REMOVAL

1/

2" 7'

/4

27' - 2"

MATCH EX. OPP.

4' - 4 1/2" 8' - 8"

E.T.R. V.I.F.

4' - 4 1/2"

FB

FB

FB

FB

FB

FB

FB

FB FB

FB FB

FB

FB

8 8 os

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3.1

10' - 0"

10' - 0"

10' - 0"

9' - 8 1/2"

10' - 0"

9' - 0"

9' - 8 1/2"

STAIR

COMPUTER

WORK

STATIONS

LIBRARY

AREA

7 7

EXISTING ALL-GLASS

STAIR ENCLOSURE

TO REMAIN (N.I.C)

REMOVAL AS NOTED

EXISTING TO REMAIN U.O.N.

DEMOLITION LEGEND

EXISTING WALL AND/OR DOOR

TO BE DEMOLISHED OR

REMOVED

EXISTING WINDOW TO BE

REMOVED

EXISTING WALL, WINDOW,

AND/OR DOOR TO REMAIN

REMOVE EXISTING CARPET TILE FLOORING COMPLETE FOR

EXTENT INDICATED. PREPARE EXISTING SUBSTRATE TO

RECEIVE NEW FLOOR FINISH. PATCH EXISTING SLAB PRIOR TO

SLAB PREP TO ENSURE UNIFORM FINISH.

EXISTING FLOORING TO REMAIN THIS AREA. CONTRACTOR TO

PROVIDE FLOOR PROTECTION TO ENSURE E.T.R. FLOORING IS

NOT DAMAGED DURING CONSTRUCTION.

FACE OF EXISTING COLUMN WRAP TO BE MODIFIED AS

REQUIRED TO ACCOMMODATE ELECTRICAL SCOPE. PROTECT

COLUMN FINISH FOR DURATION OF CONSTRUCTION.

PORTION OF EXISTING CEILING SYSTEM TO BE MODIFIED AS

REQUIRED TO FACILITATE NEW CONSTRUCTION. INCLUDES

MODIFICATION OF EXISTING CEILING GRID.

EXISTING CEILING TILES TO BE REPLACED THROUGHOUT THE

AREA OF WORK. EXISTING GRID TO REMAIN.

EXISTING LIGHT FIXTURES TO BE REMOVED. SEE ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

EXISTING GYPSUM BOARD BULKHEAD TO BE REMOVED TO

FACILITATE CONSTRUCTION OF NEW, FULL-HEIGHT

PARTITIONS. PORTION OF BULKHEAD TO BE RECONSTRUCTED

FOLLOWING ERECTION OF NEW PARTITION.

PROVIDE FLOOR BOX EXTENSION FITTING AS REQUIRED TO

ACCOMMODATE SCHEDULED FLOORING THICKNESS.

EXISTING SOFFIT AT STAIR ENCLOSURE TO REMAIN UNLESS

SPECIFICALLY INDICATED.

DEMOLITION KEYNOTES X

REFLECTED CEILING PLAN LEGEND

2'-0" x 2'-0" LAY-IN ACOUSTICAL TILE

CEILING IN SUSPENDED GRID

GYPSUM BOARD CEILING

OR BULKHEAD

CEILING SPEAKER

EXIT LIGHT

LIGHT FIXTURES

RETURN AIR GRILLE (SEE GENERAL NOTE F)

SUPPLY DIFFUSER (SEE GENERAL NOTE F)

CEILING HEIGHT

GRILLE, REGISTER, OR DIFFUSER

(SEE GENERAL NOTE F)

OCCUPANCY SENSOROS

WIRELESS ACCCESS POINTW

+X'-X"

PARTITION WHICH PENETRATES THE CLG & TERMINATES 4" ABV FINISHED CLG (UNLESS INDICATED

OTHERWISE)

SOUND PARTITION WHICH CONTINUES THROUGH CEILING TO BOTTOM OF MTL DECK OR STRUCTURE ABOVE (UNLESS NOTED OTHERWISE). AT GYP BD PARTITION PROVIDE BATT INSUL IN VOIDS IN DECK FOR SOUND TRANSMISSION BLOCKING OR CONT SEALANT AT CMU PTN INSTALL CONC OR BATT INSUL IN VOIDS.

NOTE: EXTERIOR WALLS OR WALLS IN WHICH THE UPPER PORTIONS ARE EXTERIOR ARE TYPICALLY NOT

RENDERED, REFER TO WALL SECTIONS FOR EXTERIOR WALL TERMINATION.

PARTITION TERMINATION LEGEND

DS DAYLIGHT SENSOR

GENERAL DEMOLITION AND REPAIR NOTES

1. EXISTING FINISH FLOOR REFERENCE (0'-0") UNLESS NOTED OTHERWISE.

2. PLAN DIMENSIONS FOR EXISTING CONDITIONS ARE TO FINISHED FACE OF STUD PARTITION, UNLESS OTHERWISE NOTED.

THICKNESS OF MASONRY BASED ON NOMINAL SIZES. ALL DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION ARE

APPROXIMATE: FIELD VERIFY ALL DIMENSIONS.

3. ALL DEMOLITION WORK NOTED ON THESE DRAWINGS INVOLVES THE REMOVAL OF EXISTING CONSTRUCTION UNDER THE CONTRACT, AND SHALL BE COORDINATED WITH CORRESPONDING NEW WORK FLOOR PLANS AND DETAILS. REMOVE EXISTING CONSTRUCTION AS INDICATED FOR FINISH CONSTRUCTION AND NEW WORK TO CONFORM TO THE DETAILS.

4. DETAILS OF EXISTING CONDITIONS: ACTUAL FIELD CONDITIONS WHICH ARE CONCEALED BY EXISTING CONSTRUCTION MAY VARY SOMEWHAT FROM THOSE INDICATED IN DRAWINGS. ALL WORK THAT RELATES TO, OR IS IN ANY WAY AFFECTED BY, EXISTING CONDITIONS WHICH VARY FROM THOSE INDICATED SHALL BE MODIFIED AS REQUIRED BY FIELD CONDITIONS AND MEASUREMENTS. REPORT DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING W/ AFFECTED

ASPECTS OF CONSTRUCTION OR DEMOLITION.

5. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.

6. LOOSE FURNITURE, EQUIPMENT, SUPPLIES AND PERSONAL BELONGINGS LOCATED IN SPACES TO BE RENOVATED SHALL

BE REMOVED AND RELOCATED BY OWNER (NIC) PRIOR TO THE START OF WORK.

7. ITEMS IDENTIFIED TO BE SALVAGED ("REMOVE AND DELIVER TO OWNER") SHALL BE CAREFULLY REMOVED AND DELIVERED TO A STORAGE AREA DESIGNATED BY THE OWNER FOR THIS PURPOSE. ITEMS OWNER CHOOSES TO RETAIN

SHALL BE RELOCATED FROM THE STORAGE AREA BY OWNER (NIC).

8. PREPARE FLOOR FOR NEW FINISHES SCHEDULED IN ACCORDANCE WITH MFR'S RECOMMENDATIONS FOR FINISH SUBSTRATE. FILL VOIDS AND CRACKS IN CONCRETE W/ SECTION 030130 REQUIREMENTS FOR CONCRETE REPAIR AS

WELL AS SPEC SECTIONS FOR APPLIED FINISHES. REFER TO VCC 703.3.

9. THE DEMOLITION DWGS INDICATE MAJOR ITEMS TO BE DEMOLISHED. MISCELLANEOUS ABANDONED CONDUIT, WALL PENETRATIONS (IE, SCREWS, NAILS MASONRY ANCHORS), WOOD BLKG AND OTHER VARIOUS ITEM'S FASTENED TO EXISTING WALLS MAY NOT BE INDICATED ON THE DWGS, REMOVE SUCH ITEMS THAT ARE NOT USED IN, OR CONCEALED

BY, NEW WORK, PATCH AND REPAIR DAMAGE TO THE WALLS WHERE SUCH ITEMS ARE REMOVED.

10. THE CONTRACTOR SHALL PROTECT ALL DATA EQUIPMENT AND PATCH PANELS FROM DAMAGE, CONSTRUCTION DUST, DEBRIS, AND WATER. PORTIONS OF EXISTING DATA EQUIPMENT AND PATCH PANELS ARE STORED ABOVE EXISTING

LOCKERS.

11. PREPARE WALLS FOR NEW FINISHES SCHEDULED IN ACCORDANCE WITH MFR'S RECOMMENDATIONS FOR FINISH

SUBSTRATE. FILL VOIDS AND CRACKS AS REQUIRED.

12. REFER TO GENERAL ARCHITECTURAL NOTES ON SHEET A-101.

13. PREPARE EXISTING WALLS FOR INSTALLATION OF WALL MOUNTED ELECTRICAL AND DATA RACEWAYS WHERE

SCHEDULED. COORDINATE W/ NEW WORK REQUIREMENTS AND ELECTRICAL PLANS.

Lic. No. 011302

KEITH DOUGLAS LEONARD

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2900 South Quincy Street, Suite 710 Arlington, Virginia 22206

(703)998-0101

MARK

REVISIONS

DATE BY DES

0' 4' 8' 16'

3/32 = 1'-0" 0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

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1 2 3 4 5

C

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1 2 3 4 5

C

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:2

:2

P M

A u to d e s k D o c s

/2

-1

N

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C L e a rn in g F it n e s s /2

-1

V

N

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C L e a rn in g F it n e s s

A R

C H

.r v t

F

IR

S T

F L O

O R

D

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AD101

N O

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IR

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IN

IA

C

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M U

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IT

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O L L

E G

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C L

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D O

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C A

M P

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R

E L O

C A

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F

IT

N E

S S

C E

N T

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A M

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-1

B H

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D H

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-0

SCALE: 1/8" = 1'-0"AD101

1 FIRST FLOOR - DEMOLITION PLAN

SCALE: 1/8" = 1'-0"AD101A-201

2 FIRST FLOOR - DEMOLITION REFLECTED CEILING PLAN

1 10/23/2026 RRMM ADDENDUM 2

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

P O N M L K

A1 A-201 A-201

2"

4' - 1"

2"

3' - 10"

2"

3' - 10"

2"

3' - 10"

2"

4' - 1"

2"

20' - 8"

2" 1'

1"

2"

2'

7'

3'

4" 3'

4" 2'

0"

20' - 6 1/2" 1 1/2" 5' - 11 1/2"

26' - 7 1/2"

ALIGNED ALIGNED

ACCENT COLOR TO BE PROVIDED AT

ENTRANCE. REFERENCE FINISH SCHEDULE.

A2 A-601A-201

A3 A-601A-201

B2 A-601A-201

A4 A-601A-201

A5 A-601A-201

3'

0"

LINE OF DECK ABOVE (FOR REFERENCE)

4'

/4

V

.I.

F

C3 A-201A-201

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

ONM

112 1 26

4" 6'

0"

7'

2'

A2 A-601A-201

A3 A-601A-201

B2 A-601A-201

6'

C

LR

C3

A-201A-201

EL +0' - 0"

FIRST FLOOR

EL +0' - 0"

M

E Q

E Q

M A

T C

H E

X

IS

T

IN

G

8" DIMENSIONAL LETTER

SIGNAGE CENTERED

OVER OPENING

FACE OF NEW

PARTITIONS TO BE

ALIGNED WITH FACE OF

E.T.R. PARTITIONS

E.T.R. PARTITIONS - SEE

PLAN AND EXISTING

PHOTO FOR REFERENCE

REVEAL TO MATCH

EXISTING, REFERENCE

DETAIL C4 / A-201

EXISTING STAIRWELL

ENTRY WALL BEYOND

EXISTING STAIRWELL

ENTRY CAP CEILING?

EXISTING REVEAL

BEYONDFLUSH

OFCI SALVAGED MIRROR (4' - 0" W X 6' - 10" H - V.I.F)

OFCI SALVAGED MIRROR (4' - 4" W X 6' - 10" H - V.I.F)

OFCI YOGA MAT STORAGE HOOKS

OFCI TV MONITOR - WALL-MOUNT TO BE PROVIDED SUCH

THAT MONITOR WILL NOT PROTRUDE MORE THAN 4" FROM

FACE OF WALL

STOREFRONT CLERESTORY WINDOWS - OPENING

REQUIRES CFMF DELEGATED DESIGN - SEE SPEC.

FIRE EXTINGUISHER/CABIINET

FUTURE LAPTOP BAR - NOT IN CONTRACT

ELEVATION KEYNOTES X

M

C4 A-201 A-201

V .I.

F

M A

T C

H E

X

IS

T

IN

G A

D

JA

C E

N T

S43B

SUSPENDED CEILING AS

SCHEDULED - PROVIDE ACCESS

PANEL(S) AS REQUIRED TO

ACCESS MECHANICAL

EQUIPMENT ABOVE CEILING

WALLS FULL-HEIGHT TO DECK

BEYOND PER PLAN

SUSPENDED CEILING SYSTEM

FROM CEILING MANUFACTURER

NEW GYPSUM

BOARD SOFFIT

4'

/4

V

.I.

F

CLIP ANGLE - BY DELEGATED

DESIGNER

BRACING AS REQUIRED BY DELEGATED

DESIGNER

NON-STRUCUTRAL CFMF INTERIOR

PARTITION BY DELEGATED

DESIGNER - REFER TO PARTITION

TYPES FOR ADDITIONAL

REQUIREMENTS

CFMF BOX HEADER BY DELEGATED

DESIGNER

CEILING SYSTEM(S) AS

SCHEDULED.

INTERIOR STOREFRONT GLAZING

SYSTEM - SEE ELEVATIONS

Lic. No. 011302

KEITH DOUGLAS LEONARD

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2900 South Quincy Street, Suite 710 Arlington, Virginia 22206

(703)998-0101

MARK

REVISIONS

DATE BY DES

0' 4' 8' 16'

3/32 = 1'-0" 0' 1" 2" 3"

6" = 1'-0"

0' 2" 4" 6"

3" = 1'-0"

5"3"1"0' 3" 6" 1'

1 1/2" = 1'-0"

9"0' 6" 1' 1.5'

1" = 1'-0"

3" 9"0' 1' 2'

3/4" = 1'-0"

6"0' 1' 2' 3'

1/2" = 1'-0"

6"0' 1' 2' 4'

3/8" = 1'-0"

3'0' 2' 4' 6'

1/4" = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4'0' 16' 32' 48'

1/32" = 1'-0"

SHEET

P R

O J E

C T

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IN

G

1 2 3 4 5

C

B

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1 2 3 4 5

C

B

A

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-0

SCALE: 1/4" = 1'-0"A-201A-101

D1 ELEVATION- NEW WORK - FITNESS CENTER ENTRY

SCALE: 1/4" = 1'-0"A-201A-101

C1 INTERIOR ELEVATION - SOUTH WALL

SCALE: 1/2" = 1'-0"A-201A-201

A1 INTERIOR ELEVATION - ENTRY REVEAL DETAIL

SCALE: 3" = 1'-0"A-201A-201

C4 REVEAL SECTION DETAIL

SCALE: 1/2" = 1'-0"A-201A-101

A3 SECTION @ NEW ENTRY VESTIBULE EXISTING STAIR ENCLOSURE

1 10/23/2026 RRMM ADDENDUM 2

SCALE: 1" = 1'-0"A-201A-201

C3 SECTION AT STOREFRONT GLAZING

FEC

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GROUP

STUDY

GROUP

STUDY

STUDENT

VETERANS

SERVICES

STAIR

LIBRARY

AREA

NOTE:

EXISTING

LOCKERS

S43B

S43B

S43B

A-201

D1

A-201

C1

C1 A-101 A-601

B1 A-101 A-601

FITNESS

CENTER

A3 A-201A-101

VESTIBULE

002A1 A-101 A-601

D1 A-101 A-601+/- 27' - 2" V.I.F.

MATCH OPP.

4' - 4 1/2" 8' - 8"

E.T.R. - V.I.F.

4' - 4 1/2"

ALIGN

ALIGN

D2 A-101 A-101

P

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3.1 3.1

10' - 0"

8' - 2"

LIBRARY

STAIR

FITNESS

CENTER

6 6 67

10' - 0"

NEW 3' X 3' CEILING

CASETTE PER MECHANICAL

W os

DS os

DS

os

DS

DS9' - 8 1/2"

10' - 0"

C2 A-601A-101

NEW WORK KEYNOTES

ALL FURNITURE/FITNESS EQUIPMENT IS OWNER PROVIDED EXCEPT AS

SPECIFICALLY INDICATED.

OFCI SALVAGED MIRRORS TO BE INSTALLED BY THE CONTRACTOR. SEE

INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.

FUTURE LAPTOP STATION - NOT IN CONTRACT.

NOTE: ELECTRICAL SCOPE IN THIS AREA IS INCLUDED IN THE CONTRACTOR'S

SCOPE.

INSTALL NEW GYPSUM BOARD CEILING TO EXTENTS INDICATED. HEIGHT TO

MATCH EXISTING ADJACENT.

EXISTING CEILING GRID TO RECEIVE NEW CEILING TILES THIS AREA.

EXISTING CEILING TO REMAIN THIS AREA. PROTECT EXISTING FINISHES TO

GREATEST EXTENT POSSIBLE.

WALL-MOUNTED DIMENSIONAL LETTER SIGNAGE. SEE INTERIOR ELEVATIONS

FOR ADDITIONAL INFORMATION.

CLERESTORY WINDOW ABOVE - SEE INTERIOR ELEVATIONS FOR ADDITIONAL

INFORMATION

APPROXIMATE LOCATION OF EXISTING MECHANICAL EQUIPMENT ABOVE

CEILING TO REMAIN. CONTRACTOR TO PROVIDE FRAMED OPENING IN WALL

ABOVE CEILING AROUND EACH PIECE OF EQUIPMENT TO ENSURE EXISTING

EQUIPMENT AND SERVICE CLEARANCES ARE MAINTAINED IN THE FINAL

CONDITION. FRAMED OPENINGS WILL ALSO SERVE AS AIR TRANSFER

OPENINGS IN THE PLENUM RETURN AND SHALL BE CONSTRUCTED

ACCORDINGLY. LOCATIONS & SIZES TO BE VERIFIED IN FIELD.

X

REF CLG PLAN GENERAL NOTES

1. REFER TO NEW WORK FLOOR PLANS AND DETAILS FOR ADDITIONAL

INFORMATION.

2. SPRINKLER HEADS (NOT INDICATED) TO BE CENTERED IN ACP OR W/ IN

SPACE IN GYP. BD CLG.

3. REFER TO MECH. AND ELEC DRAWINGS FOR CEILING-MOUNTED FIXTURE

TYPES & DIFFUSER LOCATIONS. NOTIFY ARCHITECT (PRIOR TO

INSTALLATION) OF CONFLICTS WITH LOCATIONS INDICATED ON DRAWINGS.

ADDITIONAL FIXTURES OR OTHER CEILING MATERIALS SHOWN ON

ELECTRICAL OR MECHANICAL DRAWINGS BUT NOT SHOWN ON RCP'S ARE

INCLUDED IN THE BASE BID.

4. SUPPLY AND DIFFUSER GRILLES ARE INDICATED DIAGRAMATICALLY IN RCP

FOR LOCATION ONLY. REFER TO MECHANICAL DWG'S FOR ACTUAL SIZE AND

TYPE TO BE PROVIDED.

5. REFER TO ELECTRICAL DWGS FOR LIGHTING LAYOUTS.

6. REFER TO DETAIL AXXX FOR TYPICAL PARTITION TERMINATIONS AT

STRUCTURAL ELEMENTS…