Parks_RecreationSpaceAddition -RFP.pdf

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Attached to
Parks & Recreation Space Addition
Solicitation number
RFP-SN-2025-25
Issued by
Pueblo County, Colorado

About this file

The City of Steamboat Springs has issued a Request for Qualifications/Proposal (RFP) for a Parks & Recreation Space Addition project to be located at 245 Howelsen Hill Parkway. The project seeks a qualified Construction Manager/General Contractor to provide construction services for improving the existing Parks & Recreation Facility, with a goal of substantially completing the office space by April 3, 2026. Key dates include the RFP being issued on September 15, 2025, a voluntary site visit on September 22, 2025, proposal submission deadline on October 6, 2025, evaluation from October 7-9, 2025, and a notice of award on November 1, 2025. Work will primarily occur during normal business hours (Monday-Friday, 7:30-5:00 PM), with weekend work allowed and coordinated with the City's Project Manager.

The project involves expanding select office spaces, improving indoor air quality and thermal comfort by modifying the existing shop space, removing existing handrails, replacing them with full-height walls, and making electrical, mechanical, and security modifications throughout the facility. The City intends to enter into a Cost-Plus Fee arrangement with the successful contractor, with a 3% contractor contingency included in the proposal. Contractors must submit a comprehensive proposal including a cover letter, staffing plan, price form, project schedule, logistics plan, dust mitigation plan, communication plan, and two examples of similar projects completed within the last 5 years. A bid bond for 5% of the total project cost is required, and performance and payment bonds of 100% of the contract price will be necessary.

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City of Steamboat Springs

City of Steamboat Springs Request for Qualifications/ Proposal Parks & Recreation Space Addition Proposal Deadline October 6, 2025

I. Purpose:

The City of Steamboat Springs is seeking a qualified Construction Manager/ General Contractor to provide construction services at the existing Parks & Recreation Facility.

Location(s): 245 Howelsen Hill Parkway Steamboat Springs, CO 80487

Project Goal: The City of Steamboat Springs expects that the successful proponent has carefully examined the plans prepared by Wagner Design Studio and their consultants. The project shall be constructed per plans & specs and adhere to all local authorities having jurisdiction, Community Development Code, and applicable sections of the Building Code as referenced on the contract documents. The scope and goal of the project is to improve the current environment by expanding select office spaces and improving indoor air quality and thermal comfort for the occupants. This will be achieved with modifications to the existing shop space by removing existing handrails and replacing with full height wall to structure. Electrical, mechanical, and security modifications will also be required throughout the facility.

Proposal Timeline:

RFP TIMETABLE

This timetable is subject to change during RFP Process

RFP Issued on Bidnet September 15, 2025 Voluntary Site Visit September 22, 2025, 10:00 am –

11:00 am MST Deadline for Questions / RFI’s September 24, 2025, by 5:00 pm

MST

Deadline for issuing Addenda September 30, 2025, by 5:00 pm

MST

Proposal Submission Deadline October 6, 2025 , by 5:00 pm

Evaluation October 7, 2025 – October 9, 2025 Notice of Award November 1, 2025

*If your firm is planning on attending the site visit, please send an email to Doug Wilson dwilson@steamboatsprings.net

II. Project Schedule:

The City of Steamboat Springs has a goal to make the office space substantially complete and operational by April 3, 2026. Please include a project schedule with your proposal submission. Scheduled work shall take place within normal business hours, Monday - Friday from 7:30 – 5:00 PM. Weekend work will be allowed and shall be coordinated with the City of Steamboat Springs’ Project Manager. Please include any lead time challenges with meeting this date for the reviewers to consider. Please include 10 weeks in your submission/project schedule for contracting. No work shall be started prior to receiving a signed Notice-to-Proceed from the City of Steamboat Springs. All applicable bonds and insurance documents must be received by the procurement office before a Notice-to-Proceed can be issued to the successful contractor. Purchase Orders will not be distributed until all documents are received, reviewed and approved by the City of Steamboat Springs.

III. Proposal:

Proposals must be submitted via electronic submission on BidNet https://www.bidnetdirect.com/colorado/cityofsteamboatsprings) no later than 5:00 pm MST , October 6, 2025 as specified on the solicitation notice. Please note that the contractors must register on BidNet (https://www.bidnetdirect.com/) in order to submit their proposals electronically. Late proposals will not be accepted. If you need assistance, please contact BidNet’s Vendor Support Department at 800-835-4603. Proposals shall contain a Cover Sheet and a Cost Proposal.

Questions must be submitted in writing only, via the electronic submission on BidNet https://www.bidnetdirect.com/colorado/cityofsteamboatsprings) no later than 5:00 PM MST, September 24, 2025. Responses to all questions shall be issued in the form of an addendum no later than 5:00 PM MST, September 30, 2025. Proposers are cautioned not to contact other City staff during this RFP process. Failure to comply may result in disqualification.

The proponent shall include the following with their bid proposal:

- Cover Letter that includes name of the company, main contact person, email and phone number.

- Proposed Staffing Plan/ time commitment for each proposed person

- Price Form (see Exhibit D) each proponent must fill out this form and include it with their proposal. Please include all relevant back up to support the costs.

mailto:dwilson@steamboatsprings.net https://www.bidnetdirect.com/colorado/cityofsteamboatsprings https://www.bidnetdirect.com/ https://www.bidnetdirect.com/colorado/cityofsteamboatsprings o Please include a General Conditions proposal.

o Total Fee and Fee % o Complete work breakdown structure (WBS) for the “Cost of the Work.”

o Please include all costs required for permitting, bonding, etc.

o Please include a 3% contractor contingency as part of your proposal.

- Project Schedule to accommodate a April 3, 2026, substantial completion o Please include any long lead times for equipment and or material as part of your schedule.

- Logistics Plan and or narrative showing proposed dumpster, storage, laydown etc. during construction

- A dust mitigation/ Indoor Air Quality (IAQ) Plan or Narrative- Offices will be occupied by staff during the construction phase. It is expected that the contractor will be an active participant/ leader with coordinating any staff relocations and or communicating shutdowns to staff.

- Communication Plan to notify the Steamboat Springs Project Manager that construction activities that might have an impact to any city staff. 24 hours advance notice is preferred. Activities requiring staff relocation must be coordinated 72 hours in advance of the work taking place.

- Utility shutdowns or planned outages must be communicated with the city project manager and approved prior to scheduling. 48 hours advance notice is preferred when coordinating utility shutdowns

- Contractors and any subcontractors and vendors will be responsible for their own parking.

- Provide Two (2) examples of similar projects completed within the last 5 years and applicable references for both.

- Contractor will be responsible for providing temporary toilet facilities. This might be subject to change

- A summary of work the proponent is proposing to Self-Perform and fee percentage.

- Please include a list of all inclusions, exclusions, clarifications, and or proposed allowances so that the official bid can be properly evaluated.

- The city intends to enter into a Cost-Plus Fee arrangement with the successful proponent. However, this might be subject to change following negotiations.

- Bid Bond is due with your submission for 5% of the total cost of the project.

- We have attached a template for you to fill out for your Bid Bond.

- Performance bond and payment bond each in the amount of 100 percent

(100%) of the contract price, with a corporate surety approved by the City, will be required for the faithful performance of the contract for all construction projects in excess of $50,000.

Employment Discrimination by Employer Prohibited

During the performance of a contract awarded pursuant to this advertised “Request for Proposal”, the contractor agrees as follows

The vendor will not discriminate against any employee or applicant for employment because of race, religion, color, sex or national origin, except where religion, sex or national origin is a bona fide occupational qualification reasonably necessary to the normal operation of the contractor. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause.

In all solicitations or advertisements for employees, the contractor shall state that said contractor is an equal opportunity employer.

Notices, advertisements, and solicitations placed in accordance with federal law, rule or regulation shall be deemed sufficient for the purposes of meeting the requirements of this section.

Contractor shall be in compliance with the applicable provisions of the Americans with Disabilities Act of 1990 as enacted and from time to time amended and any other applicable federal, state, or local laws and regulations. A signed, written certificate stating compliance with the Americans with Disabilities Act may be requested at any time during the life of this Agreement or any renewal thereof.

IV. Insurance:

Vendor shall provide at his own expense the following insurance for himself and his employees in connection with their work under this project:

Worker’s Compensation: Statutory General Liability: $1,000,000 each occurrence and aggregate Auto Liability Insurance: $1,000,000 each occurrence and $1,000,000 aggregate

The vendor/contractor shall indemnify and hold harmless the City against and from all liability, claims, damages, demands and cost, including attorney fees of every kind and nature and attributable to bodily injury, sickness, disease, or death or to damage or destruction of property resulting from or in any manner arising out of or in connection with the project and the performance of the work under this contract.

V. Award:

Purchase orders, invitations for bid (IFB), requests for proposal (RFP), tally sheets and other purchasing information of a public nature are available for inspection at the Procurement Department. This information will only be made public after a bid opening or after a contract award in a proposal process. Some proposal and bid documents are confidential (i.e. financial statements, litigation records, internal selection criteria results, etc.) Records requests for information identified as confidential by bidders or proposers as approved by the City Attorney will not be considered a public record, unless the provisions of the Colorado Open Records Act or a court order require otherwise.

After receipt of proposals, the city will use the following factors in selecting the firm for the project.

Cost to oversee the work and proposed fee

Quality of Proposal and Logistics Plan including Indoor Air Quality.

Cost to complete the work.

A list of inclusions, exclusions and or clarifications to help support proponents bid.

Ability to meet the schedule as noted earlier in the RFP.

Quality of workmanship and warranties guarantees or other assurance of quality, service customers satisfaction, etc. One-Year Warranty: Contractor shall, at its sole cost and expense, make all reasonably necessary repairs, replacements, and corrections of any nature or description, interior or exterior, structural or nonstructural, as may be necessary by reason of faulty workmanship or defective materials or workmanship, the parties specifically adopt the criteria set forth in the ASTM Standards of Construction. Unless the defect exceeds the criteria set forth in the Standards of Correction, then it shall not be deemed a defect by the parties and shall not require correction by the contractor.

The City will evaluate responsive proposals and may select two or more vendors to be fully qualified and best suited among those submitting proposals, on the basis of the factors listed above. Further information may be requested from all the vendors so selected.

After the evaluation, information gathering, and further negotiation is completed, the City may select the vendor who, in its opinion, best meets the need of the City, and may award the contract to that vendor. Should the City determine, in its sole discretion, that only one vendor is fully qualified, or is clearly more qualified than the others under consideration, a contract may be negotiated and awarded to that vendor.

The City of Steamboat Springs reserves the right to reject any or all bids and proposals, to waive informalities or irregularities, in the proposals received, and to reject non-conforming, non-responsive, conditional, or qualified proposals, and to accept the bid/proposal which, in the City’s judgment, best serves the interest of the City of Steamboat Springs and its citizens.

VI. General:

Proposals must be submitted via the electronic submission on BidNet (https://www.bidnetdirect.com/colorado/cityofsteamboatsprings) no later than 5:00 pm MST on October 6, 2025 as specified on the solicitation notice. Please note that supplier / contractors must register on BidNet (https://www.bidnetdirect.com/) in order to submit their proposals electronically. Late proposals will not be accepted. If you need assistance, please contact BidNet’s Vendor Support Department at 800-835-4603.

Proposals shall be firm for a period of 60 days

Any person or agency on the US Attorney General’s list of ineligible contractors will not be considered.

The offeror certifies by signing this proposal that this proposal is made without prior understanding, agreement or accord with any other person submitting a proposal for the same product or service and that this proposal is in all respects bona fide, https://www.bidnetdirect.com/colorado/cityofsteamboatsprings https://www.bidnetdirect.com/ fair and not the result of any act of fraud or collusion with another person engaged in the same line of business or commerce. Any false statement hereunder constitutes a felony and can result in a fine and imprisonment as well as civil damages.

The company and equipment awarded this contract or purchase order shall be required to comply with all State and Federal requirements related to the contract.

Proposals shall be considered public information unless advised otherwise by the proposer. Proposer shall include a separate letter stating which parts of the Proposal are deemed confidential and/or proprietary information not to be released.

The submitted proposal will become a part of any contract or Purchase Order issued for this project.

VII. Exhibit(s):

Exhibit A- Architectural Drawings (Wagner Design Studio) Exhibit B- Mechanical Drawings (Big Horn Consulting Engineers) Exhibit C- Electrical Drawings (Wilder Engineering)

An updated electrical design will be issued as an addendum to coordinate with mechanical requirements. Power and lighting plan shall remain as is and priced accordingly.

Exhibit D- Price Form Exhibit E-Contract template for City contract, you will be required to sign this contract and fill out this Bid Bond for 5%

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PARKS AND RECREATION OFFICE SPACE ADDITION

AutoCAD SHX Text ARCHITECTURAL A-0 COVER SHEET COVER SHEET AE-1 EXISTING MAIN FLOOR PLAN EXISTING MAIN FLOOR PLAN AE-2 EXISTING UPPER FLOOR PLAN EXISTING UPPER FLOOR PLAN A-1 EXITING PLAN EXITING PLAN A-2 DIMENSIONED MAIN FLOOR REMODEL DIMENSIONED MAIN FLOOR REMODEL A-3 DIMENSIONED UPPER FLOOR REMODEL DIMENSIONED UPPER FLOOR REMODEL A-4 BUILDING SECTIONS BUILDING SECTIONS A-5 UPPER FLOOR REFLECTIVE CEILING PLAN UPPER FLOOR REFLECTIVE CEILING PLAN A-5 WINDOW & DOOR SCHEDULEWINDOW & DOOR SCHEDULE

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SHEET INDEX

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CITY OF STEAMBOAT SRPINGS

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ISSUE DATES:

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DESIGN DEVELOPMENT 11-6-24 11-15-24 12-12-24 1-2-25 1-22-25 4-8-25

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2021 IBC CODE STUDY

AutoCAD SHX Text Re: 2021 INTERNATIONAL BUILDING CODE & 2021 INTERNATIONAL EXISTING BUILDING CODE

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USE & OCCUPANCY CLASSIFICATION (CH.3)

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TYPE OF CONSTRUCTION / ALLOWABLE AREAS & HEIGHTS (CH. 5 & 6)

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ACCESSIBILITY (IBC CH. 11, & IEBC)

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FIRE RESISTANCE REQUIREMENTS (CH.4,5,7,10)

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NO SEPARATION REQUIRED BETWEEN USE CLASSIFICATIONS PER IBC TBL. 508.4

AutoCAD SHX Text B (BUSINESS) S-1 (MODERATE-HAZARD STORAGE) F-1 (MODERATE-HAZARD FACTORY INDUSTRIAL)

AutoCAD SHX Text CONSTRUCTION TYPE: V-B, SPRINKLERED SYSTEM (IBC 903.2.9) FOR S-1 OCCUPANCY SEPARATED OCCUPANCIES (IBC 508.4) ALLOWABLE BUILDING HEIGHTS PER IBC TABLE 504.3 B (NS): 40'-0" MAX. S-1 (S): 60'-0" MAX. (27' +/- EXISTING) ALLOWABLE NUMBER OF STORIES PER IBC TABLE 504.4 B (NS): 2 STORIES MAX. - (2 EXISTING) S-1 (S): 2 STORIES MAX. - (2 EXISTING) ALLOWABLE BUILDING AREA PER IBC TABLE 506.2: B (NS): 9,000 MAX. S-1 (SM): 27,000 MAX. LOWER LEVEL: + = .44 + .32 = .76 (1.0 MAX.) 40029000 + = .44 + .32 = .76 (1.0 MAX.) 861727000 = .44 + .32 = .76 (1.0 MAX.) UPPER LEVEL: + = .36 + .03 = .39 (1.0 MAX.) 32259000 + = .36 + .03 = .39 (1.0 MAX.) 86927000 = .36 + .03 = .39 (1.0 MAX.) (1.0 MAX.)

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IEBC

AutoCAD SHX Text ALTERATION - LEVEL 2 CLASSIFICATION ALL NEW CONSTRUCTION AND ANY AFFECTS ON EXISTING CONSTRUCTION MUST MEET CURRENT IBC STANDARDS

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FIRE PROTECTION (CH.9)

AutoCAD SHX Text SPRINKLERS NOT REQUIRED FOR B OCCUPANCY SPRINKLERED (NFPA 13 THROUGHOUT) 508.4 SEPARATED OCCUPANCIES BETWEEN S-1 & B SPACES AN AUTOMATIC SPRINKLER SYSTEM REQUIRED FOR S-1 FIRE AREA FOR STORAGE OF COMMERCIAL MOTOR VEHICLES WHERE GREATER THAN 5,000 S.F. (IBC, 903.2.9) (IBC, 903.2.9)

AutoCAD SHX Text IEBC PER IEBC, SECTION 306.7.1, ALTERATIONS THAT CONTAIN AN AREA OF PRIMARY FUNCTION, THE ROUTE TO THE PRIMARY FUNCTION AREA SHALL BE ACCESSIBLE. "EXCEPTION 1: THE COST OF PROVIDING THE ACCESSIBLE ROUTE ARE NOT REQUIRED TO EXCEED 20% OF THE COSTS OF THE ALTERATIONS AFFECTING THE AREA OF PRIMARY FUNCTION" ACCESSIBLE ROUTE

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ARCHITECTURAL NOTES

AutoCAD SHX Text ACCESSIBLE MEANS OF EGRESS REQUIRED FROM ANY ACCESSIBLE SPACE PER IBC SECTION 1009 ALL FACILITIES AVAILABLE ON OTHER FLOORS ARE DUPLICATED ON THE ACCESSIBLE FLOOR, ENSURING EQUAL ACCESS FOR ALL INDIVIDUALS

AutoCAD SHX Text FIRE PROTECTION Provide smoke detection per IBC 907 & carbon monoxide detection per IBC 915. Provide 2x Fireblocking in concealed walls at 10' max. o.c., and at dropped ceiling transitions, and at the top and bottom of concealed stair stringers per IRC section Provide min. " drywall on the underside of all TJI joists to protect the engineered webs in the 12" drywall on the underside of all TJI joists to protect the engineered webs in the event of a fire. If the floor is located over a crawl space not used for storage or fuel-fired or electric powered heating appliances, the drywall is not required. Roof eaves and soffits shall be protected on the exposed underside w/ min [" solid wood, non-combustible, or ignition resistant materials, per IWUIC Section 405.3 Gutters and Downspouts shall be noncombustible material

AutoCAD SHX Text GENERAL All work must comply with state and local codes, based on the local Zoning Regulations, 2021 International Building Code, 2021 International Plumbing Code, 2021 the International Mechanical Code, International Fuel Gas Code, 2021 Energy Conservation Code, International Existing Building Code (if applicable), 2021 IWUICC, 2023 Colorado Model Electric & Solar Ready Code, and the 2023 National Electric code. The contractor shall comply with all laws, ordinances, rules and regulations of any public authority bearing on the performance of the work, including O.S.H.A. Location of the utilities (electrical, telephone, cable TV, gas, water, sewer) shall be verified before construction begins. All on site construction safety and construction means and methods are the responsibility of the contractor. There is no implication of the construction safety requirements or building methods contained in these drawings. Actual site conditions may require that some of the components of the work should be done differently than shown on these drawings. All dimensions and conditions to be verified by the contractor prior to construction. Verify changes with the designer and engineer. These drawings represent a simplified builder's set of plans. Additional detailing may be required of the engineer during construction upon request. Any variation which requires a physical change from these plans must be brought to the attention of the designer and engineer in order to maintain the design intent of the project. All work connected with this project by any trade involved shall be of the highest quality attainable in accordance with the professional practice of the trade and code standards. DIMENSIONS All interior and exterior dimensions are to face of stud or face of concrete, U.N.O. Do not scale drawings. Attic access shall be provided w/ a min. clear opening of 22"x30" and min. 30" head height. Minimum clear ceiling height is 7-6"ft for habitable space & hallways & 6'-8" for bathrooms, laundry rooms & stairs. Exceptions apply for sloped ceilings and basements per IBC 1003.2 If any discrepancies are found in these drawings notify engineer and/or designer immediately.

AutoCAD SHX Text GLAZING 1. All glazing shall comply with the requirements of the 2021 International Building Code (IBC) and International Energy Conservation Code (IECC) for safety, energy performance, and fire resistance. 2. Safety glazing (tempered or laminated) shall be installed in all hazardous locations as defined in IBC Section 2406, including but not limited to: - Glazing in doors. - Glazing adjacent to doors and walking surfaces within the specified impact areas. 3. All exterior glazing shall comply with thermal performance and solar heat gain coefficient (SHGC) requirements for Climate Zone [Insert Zone Number] per the IECC. 4. Fire-rated glazing assemblies shall be used in all rated walls and enclosures per IBC Section 716. 5. Window sizes and locations shall provide adequate natural light and ventilation in compliance with IBC Section 1202 unless mechanical ventilation is provided. VENTILATION Every occupied space shall be ventilated by natural means in accordance with Section 402 or by mechanical means in accordance with Section 403.

AutoCAD SHX Text STAIRWAYS: Stairs shall have a minimum 36" clear width at all points above the handrail. The surface of stairs shall be slip resistant. Minimum vertical headroom is 6'-8" from the nosing. Max. riser height is 7[", and min. tread depth is 10". Max. vertical rise shall be 12'-7" between landings. Landings shall be provided at the top and bottom of each stairway with a depth no less than 36" and a width no less than the width of the stairway served. Landings are not required at the top of interior stairs provided that a door does not swing over the stairs. Max. 1 step down to landing allowed at outside of exterior doors. The greatest riser height or nosing within a flight of stairs shall not exceed the smallest by more than ". At open risers higher than 30" above the floor or grade, openings shall not 38". At open risers higher than 30" above the floor or grade, openings shall not be greater than 4" Handrails shall be provided on at least of each continuous stair flight with not more than 2 risers unless within dwelling unit, (a handrail is not required on staircases that have 4 risers if they are less than 30" above surrounding surfaces w/in 36" horizontal distance from the stairs). Handrails shall be 34"-38" tall, measured vertically from the sloped plane of the tread nosings. Handrails shall comply with IBC 1014 Open sides of stairways, landings, ramps, balconies and porches which are more than 30" above grade shall be protected by a guardrail. All guardrails must be 36" above finished floor and shall allow no more than a 4" diameter sphere to pass through any portion of the railing per IBC 1014 Walls and ceilings of enclosed usable space under stairs requires 1/2" gypsum wallboard. The door to access such spaces need not be rated.

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EXISTING MAIN FLOOR PLAN

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AE-1

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ISSUE DATES:

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DESIGN DEVELOPMENT 11-6-24 11-15-24 12-12-24 1-2-25 1-22-25 4-8-25

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

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WOOD WORKING

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SMALL MOTORS

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STORAGE

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DESIGN DEVELOPMENT 11-6-24 11-15-24 12-12-24 1-2-25 1-22-25 4-8-25

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EXITING PLAN

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DESIGN DEVELOPMENT 11-6-24 11-15-24 12-12-24 1-2-25 1-22-25 4-8-25

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STORAGE

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NEW CONFERENCE ROOM

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TRAVEL DISTANCE

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MAXIMUM TRAVEL DISTANCE

AutoCAD SHX Text GROUP B (BUSINESS): MAXIMUM TRAVEL DISTANCE: 300 FEET GROUP S-1 (MODERATE HAZARD STORAGE): MAXIMUM TRAVEL DISTANCE: 250 FEET

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OFFICE

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215'

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DIMENSIONED MAIN FLOOR REMODEL

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DESIGN DEVELOPMENT 11-6-24 11-15-24 12-12-24 1-2-25 1-22-25 4-8-25

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AutoCAD SHX Text PRIVATE OFFICE SPACE - 263 SQ/FT 263 SQ/FT WORK STATIONS - 2,393 SQ/FT 2,393 SQ/FT MECHANICAL - 317 SQ/FT 317 SQ/FT COMMON SPACE (i.e. HALLS, CONFERENCE ROOM, CLOSETS) - 943 SQ/FT 943 SQ/FT STORAGE SPACE - 67 SQ/FT 67 SQ/FT

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BUILT-IN CABINET

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BEAM

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BEAM

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*PROVIDE VENTILATION FROM EXISTING DUCKING*

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*PROVIDE VENTILATION FROM EXISTING DUCKING*

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NEW OFFICE

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BUILDING SECTION OF SOUTH STAIRS AND CONFERENCE ROOM

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DESIGN DEVELOPMENT 11-6-24 11-15-24 12-12-24 1-2-25 1-22-25 4-8-25

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ELEV: 100' - 0" T.O. SLAB

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ELEV: 109' - 4 5/8" T.O. PLATE

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ELEV: 116' - 2 5/8" B.O. HEADER

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ELEV: 116' - 2 5/8" B.O. HEADER

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REFLECTIVE CEILING PLAN UPPER LEVEL

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SYMBOLS KEY

M0-1

A. SUBSTITUTIONS: SUBSTITUTION OF SPECIFIED EQUIPMENT WILL BE ALLOWED

THROUGH A PRIOR APPROVAL PROCESS INITIATED BY THE CONTRACTOR.

CONTRACTOR SHALL SUBMIT INTENDED SUBSTITUTION AT LEAST FIVE DAYS

PRIOR TO BID FOR APPROVAL FROM ENGINEER. SUBMITTAL SHALL INCLUDE

CAPACITIES, DIMENSIONS AND OPERATING INSTRUCTIONS FOR EACH PIECE OF

EQUIPMENT. SUBSTITUTION SHALL OCCUR AT NO COST TO THE OWNER.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF APPROVED SUBSTITUTION

AND SHALL INCUR ALL COSTS ASSOCIATED WITH THE SUBSTITUTION INCLUDING

STRUCTURAL MODIFICATIONS, SPACE LAYOUT AND REDESIGN COSTS. SEE ALSO

DIVISION I GENERAL REQUIREMENTS.

EXAMINATION OF SITE, DRAWINGS, SPECIFICATIONS:

A. EXAMINE CAREFULLY THE SITE AND CONDITIONS OF THE SITE. PROVIDE ALL

NECESSARY EQUIPMENT AND LABOR TO INSTALL A COMPLETE WORKING SYSTEM

WITHIN THE SITE CONDITIONS.

B. EXAMINE THE DRAWINGS AND SPECIFICATIONS AND 5 DAYS PRIOR TO

BIDDING REPORT ANY ERRORS, OMISSIONS, INCONSISTENCIES, AND CONFLICTS

TO THE ENGINEER TO BE REMEDIED IN AN ADDENDUM TO THE PROJECT PRIOR TO

BID TIME.

C. DRAWINGS ARE DIAGRAMMATIC AND CATALOG NUMBERS GIVEN ARE FOR

REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

THE CAPACITY OF THE EQUIPMENT MEETS THE DRAWING REQUIREMENTS AND

SHALL NOT DIMENSION FROM THE MECHANICAL, PLUMBING, OR PIPING

DRAWINGS.

D. THE LATEST ADOPTED VERSIONS OF THE INTERNATIONAL BUILDING CODES

SHALL BE USED AS REQUIRED. THIS WILL ALSO INCLUDE THE LATEST ADOPTED

VERSIONS OF THE MECHANICAL, PLUMBING, AND ENERGY CONSERVATION

CODES. ALL METHODS AND MATERIALS REQUIRED BY THESE CODES SHALL BE

REQUIRED BY THESE SPECIFICATIONS UNLESS INDICATED OTHERWISE. OTHER

APPLICABLE LOCAL CODES AND ORDINANCES SHALL BE AS REQUIRED AND IT

SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO BE KNOWLEDGEABLE OF

THESE REQUIREMENTS.

E. WHERE INSTALLATION PROCEDURES OR ANY PART THEREOF ARE REQUIRED

TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER

OF THE MATERIAL BEING INSTALLED, PRINTED COPIES OF THESE

RECOMMENDATIONS SHALL BE FURNISHED TO THE ENGINEER PRIOR TO

INSTALLATION. INSTALLATION OF THE ITEM WILL NOT BE ALLOWED TO PROCEED

UNTIL THE RECOMMENDATIONS ARE RECEIVED. FAILURE TO FURNISH THESE

RECOMMENDATIONS CAN BE CAUSE FOR REJECTION OF THE MATERIAL.

44” MOUNTING HEIGHT ABOVE

FINISHED FLOOR TO CENTER OF DEVICE

A AMPS

A.D. ACCESS DOOR

AAV AIR ADMITTANCE VALVE

ABV ABOVE

AC AIR CONDITIONING UNIT

AC ABOVE COUNTER

AD AREA DRAIN (SEE SYMBOLS)

A.F.C. ABOVE FINISHED CEILING

A.F.G. ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING

CAPACITY

AFCI ARC FAULT CIRCUIT

INTERRUPTERS

A.F.F. ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALUM ALUMINUM

AP ACCESS PANEL OR DOOR

ATS AUTOMATIC TRANSFER SWITCH

AV AUDIO / VIDEO

AVG AVERAGE

AWG AMERICAN WIRE GAGE

BAS BUILDING AUTOMATION SYSTEM

BB BASEBOARD

BD BACK DRAFT DAMPER

BFP BACK FLOW PREVENTOR

BL BOILER

BLDG BUILDING

BLW BELOW

BOB BOTTOM OF BEAM

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

C CHILLER

CAFCI COMBINATION ARC FAULT

CIRCUIT INTERRUPTERS

CAP CAPACITY

CB CIRCUIT BREAKER

CBV CIRCUIT BALANCING VALVE

CCT CORRELATED COLOR

TEMPERATURE

CKT CIRCUIT

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CI CAST IRON

CL CENTER LINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMP COMPRESSOR

CONC CONCRETE

COND CONDENSATE

CONN CONNECTION

CONT CONTINUATION

CONTR CONTRACTOR

CRI COLOR RENDERING INDEX

CT COOLING TOWER

CT CURRENT TRANSFORMER

CU CONDENSING UNIT

CU COPPER

CUH CABINET UNIT HEATER

CVB CONSTANT VOLUME BOX

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

DB DRY BULB

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGRAM

DIFF DIFFERENTIAL

DISCH DISCHARGE

DIV DIVISION

DN DOWN

DS DUCT SILENCER

DWG DRAWING

DX DIRECT EXPANSION

(E) EXISTING

EA EXHAUST AIR GRILLE/REGISTER

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

ECC ECCENTRIC

EF EXHAUST FAN

EFF EFFICIENCY

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EM EMERGENCY FUNCTION

ENT ENTERING

EMT ELECTRIC METALLIC TUBE

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES END SWITCH

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER

TEMPERATURE

EX EXHAUST

EXPAN EXPANSION

EXT EXTERNAL

F DEGREES FAHRENHEIT

FA FREE AREA

FC FAN COIL UNIT

FC FOOTCANDLE

FCV FLOW CONTROL VALVE

FD FIRE DAMPER

FD FLOOR DRAIN

FIN FINISHED

FLA FULL LOAD AMPS

FLEX FLEXIBLE

FLR FLOOR

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FP FIRE PROTECTION

FP FIRE PUMP

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOW SWITCH

FSD FIRE/SMOKE DAMPER

FT FEET

FXC FLEXIBLE CONNECTION

GND GROUND

GA GAUGE

GAL GALLON

GALV GALVANIZED

GEC GROUND ELECTRODE

CONDUCTOR

GFCI / GFI GROUND FAULT CIRCUIT

INTERRUPTER

GC GENERAL CONTRACTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRS/LB GRAINS PER POUND

H 2O WATER

HB HOSE BIBB

HD HEAD (SEE SCHEDULES)

HP HEAT PUMP

HP HORSEPOWER

HR HOUR

HT HEIGHT

HTR HEATER

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

HX HEAT EXCHANGER

HZ HERTZ

ID INSIDE DIAMETER

IG ISOLATED GROUND

IN INCHES

INV INVERT

JBOX JUNCTION BOX

K KELVIN

KW KILOWATT

KVA KILO VOLT - AMPS

L LENGTH

LAT LEAVING AIR TEMPERATURE

LV LAVATORY

LB POUND

LD LINEAR DIFFUSER

LF LINEAR FEET

LIN LINEAR

LIQ LIQUID

LM LUMEN

LRA LOCKED ROTOR AMPS

LV LOUVER

LVG LEAVING

LWT LEAVING WATER TEMPERATURE

MBH THOUSANDS OF BTU PER HOUR

MC MECHANICAL CONTRACTOR

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MD MOTORIZED DAMPER

MDP MAIN DISTRIBUTION PANEL

MED MEDIUM

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUG ONLY

MOCP MAXIMUM OVERCURRENT

PROTECTION

MTD MOUNTED

MUA MAKE-UP AIR UNIT

N NEUTRAL

NC NORMALLY CLOSED

NEG NEGATIVE

NIC NOT IN CONTRACT

NL NIGHT / SECURITY LIGHT - DO

NOT SWITCH

NO NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OCC OCCUPIED

OCP OVER CURRENT PROTECTION

OD OUTSIDE DIAMETER

OL OVERLOAD

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

PBD PARALLEL BLADE DAMPER

PD PRESSURE DROP

PH PHASE

POS POSITIVE PRESSURE

POS POINT OF SALES

PRV PRESSURE REDUCING VALVE

PS PRESSURE SWITCH

PSI POUNDS PER SQUARE INCH

PT PRESSURE TRANSMITTER

PTAC PACKAGED TERMINAL AIR

CONDITIONER

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RA RETURN AIR GRILLE / REGISTER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REL RELIEF

REQD REQUIRED

RF RETURN FAN

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RLA RATED LOAD AMPS

RM ROOM

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR GRILLE / REGISTER

SC SHORT CIRCUIT

SCA SHORT CIRCUIT AVAILABLE

SCCR SHORT CIRCUIT CURRENT

RATING

SCH SCHEDULE

SD SMOKE DAMPER

SEF SMOKE EXHAUST FAN

SF SUPPLY FAN

SH SENSIBLE HEAT

SH SHOWER

SP STATIC PRESSURE

SPD SURGE PROTECTION DEVICE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SS SAFETY SHOWER

STD STANDARD

STL STEEL

SYS SYSTEM

TEMP TEMPERATURE

TR TRANSFER GRILLE / REGISTER

TR TAMPER RESISTANT

TT TEMPERATURE TRANSMITTER

TTB TELECOMMUNICATIONS

TERMINAL BACKBOARD

TYP TYPICAL

TX TRANSFORMER

UC UNDERCUT DOOR

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UNOCC UNOCCUPIED

UR URINAL

V VOLTS

VA VOLT AMPERE

VA VALVE

VAV VARIABLE AIR VOLUME UNIT

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

VOLT VOLTAGE

VTR VENT THROUGH ROOF

W WIDTH

W WATTS

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER COLUMN

WC WATER CLOSET

WG WATER GAUGE

WP WEATHERPROOF

WPIU WEATHERPROOF IN-USE

WSR WITHSTAND RATING

XFMR TRANSFORMER

SUBSTITUTIONS:RESPONSIBLE DIVISION:

UNLESS OTHERWISE INDICATED ALL HEATING, VENTILATING, AIR CONDITIONING, PLUMBING,

AND OTHER MECHANICAL EQUIPMENT, MOTORS, AND CONTROLS SHALL BE FURNISHED, SET

IN PLACE AND WIRED AS FOLLOWS:

ITEM FURNISHED SET POWER CONTROL

WIRED WIRED

EQUIPMENT 23 23 26 --

COMBINATION MAGNETIC

MOTOR STARTERS, MAGNETIC

MOTOR STARTERS, VFD'S AND

CONTACTORS 23(1) 26 26(2) 23

FUSED AND UNFUSED

DISCONNECT SWITCHES,

THERMAL OVERLOAD SWITCHES

AND HEATERS, MANUAL MOTOR

STARTERS 26 26 26 --

MANUAL-OPERATING AND

MULTI-SPEED SWITCHES 23 26 26 26

CONTROLS, RELAYS,

TRANSFORMERS 23 23 26 23

THERMOSTATS (LOW VOLTAGE)

AND TIME SWITCHES 23 23 26 23

THERMOSTATS (LINE VOLTAGE) 23 23 26 26

TEMPERATURE CONTROL PANELS 23 23 26 23

MOTOR AND SOLENOID VALVES,

DAMPER MOTORS, PE & EP

SWITCHES 23 23(2) -- 23(2)

PUSH-BUTTON STATIONS

AND PILOT LIGHTS 23 23(2) -- 23(2)

HEATING, COOLING,

VENTILATION AND AIR

CONDITIONING CONTROLS 23 23 26 23

EXHAUST FAN SWITCHES 23 26 26 23(2)

SUBSCRIPT FOOTNOTES:

1. MOTOR STARTER TO INCLUDE CONTROL TRANSFORMER, HOA SWITCH, (1) NO AND (1)NC

AUXILIARY CONTACT, AND “ON” AND “OFF” PILOT LIGHTS.

2. IF ITEM IS FOR LINE VOLTAGE, SET IN PLACE AND CONNECT UNDER DIVISION 26. WHERE

FACTORY MOUNTED ON EQUIPMENT OR ATTACHED TO PIPING OR DUCTS AND USING LINE

VOLTAGE FURNISH AND SET UNDER DIVISION 23, CONNECT UNDER DIVISION 26.

ABBREVIATIONS:

SECTION THROUGH RETURN DUCT

SECTION THROUGH SUPPLY OR OUTSIDE AIR DUCT

SUPPLY OR OUTSIDE AIR DUCT

ACCESS DOOR (BOTTOM OR SIDE)

ACOUSTICALLY LINED DUCT

FIRE DAMPER, SMOKE DAMPER, FIRE/SMOKE DAMPER

MANUAL VOLUME DAMPER

INCLINED DROP IN DIRECTION OF ARROW

INCLINED RISE IN DIRECTION OF ARROW

TRANSITION, RECTANGULAR TO ROUND

FLEXIBLE DUCT

IN-LINE FAN

TRANSITION, RECTANGULAR

SPIN-IN COLLAR INTO ADAPTER ON TOP OF DUCT

CEILING SUPPLY AIR REGISTER/GRILLE

SIDEWALL SUPPLY AIR REGISTER (SR)

ELBOW TURNED DOWN

ELBOW TURNED UP

ELBOW, RADIUS TYPE

ELBOW, SQUARE OR RECTANGULAR TYPE

WITH AIRFOIL TURNING VANES

CEILING RETURN AIR REGISTER (RR)

OPEN END DUCT

FLEXIBLE CONNECTION

SIDEWALL RETURN AIR REGISTER (RR)

VD

FXC

RR

DD

PIPE DROPPING DOWN

PIPE RISING UP

DIRECTION OF FLOW

RELIEF/SAFETY VALVE

FLOW METER-VENTURI

FLOW METER-ORIFICE

AUTOMATIC AIR VENT (EXTEND

AUTOMATIC FILL VALVE

DISCHARGE TO DRAIN)

MANUAL AIR VENT

CONCENTRIC REDUCER

ECCENTRIC REDUCER

STEAM LEAK DETECTOR

TPV

S

CBV

R D

STRAINER

MV

AV

GAS COCK

AQUASTAT

VB VACUUM BREAKER

EXPANSION LOOP

GAS PRESSURE

STEAM TRAP

ANCHOR

EJ

TT

FS

TH

PT/PS

G

PRESSURE SWITCH

& SYPHON (STEAM)

GAUGE COCK

TRANSMITTER OR

THERMOMETER

EXPANSION JOINT

TEMPERATURE

FLOW SWITCH

GUIDE

A

DIRECTION OF PITCH-RISE OR

DROP

STRAINER WITH BLOW

OFF VALVE

UNION - SCREWED OR FLANGED

FLOAT OPERATED

CO

CD

T

CARBON MONOXIDE

CARBON DIOXIDE

THERMOSTAT

CONTROL VALVE

REGULATOR

TRANSMITTER

PRESSURE

GAUGE WITH

FSD FIRE SMOKE DAMPER

RELIEF VALVE

SOLENOID VALVE

TEMPERATURE/PRESSURE

DIAPHRAGM VALVE

BALANCING VALVE

BALL VALVE

GLOBE VALVE, ANGLE

GATE VALVE, ANGLE

LIFT CHECK VALVE

SWING CHECK VALVE

GATE VALVE

BUTTERFLY VALVE

PLUG VALVE

GLOBE VALVE

CIRCUIT SETTING

BALANCING VALVE

THREE WAY CONTROL VALVE

TWO WAY CONTROL VALVE

PRESSURE REDUCING

VALVE (PRV)

EXISTING EQUIPMENT OR

PIPE TO BE REMOVED.

CS CONDENSER WATER SUPPLY

CR CONDENSER WATER RETURN

R REFRIGERANT LIQUID AND VAPOR LINE

RS REFRIGERANT SUCTION / VAPOR

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

HPS HEAT PUMP SUPPLY

HPR HEAT PUMP RETURN

V VENT PIPING

D DRAIN

G NATURAL GAS

SMS SNOWMELT SUPPLY

SMR SNOWMELT RETURN

CHWS CHILLED WATER SUPPLY

CHWR CHILLED WATER RETURN

LINE DESIGNATION SYMBOLS

MECHANICAL ELEMENTS / VALVING

SMOKE DAMPER

FIRE / SMOKE DAMPERFSD

SD

RH REFRIGERANT HIGH PRESSURE VAPOR

CA COMPRESSED AIR

FD - SD

- FSD

SECTION THROUGH EXHAUST AIR DUCT

HX

S

AIR VENT

HYDRAULIC SEPARATOR

AIR SEPARATOR

HEAT EXCHANGER

DIGITAL SENSOR

OR PUMP

HVAC & DUCTWORK SYMBOLS

POINT OF CONNECTION OF NEW TO EXISTING

M

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DATE: ISSUED FOR:

SHEET NUMBER:

August 15, 2025 - 2:09:13pm

DO NOT REPRODUCE THESE DRAWINGS AND

SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN

PERMISSION OF THE DESIGNER. THE DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND

SHALL REMAIN THE PROPERTY OF THE DESIGNER

WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS

EXECUTED OR NOT. THESE DRAWINGS AND

SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON

ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT

BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN

PERMISSION OF THE DESIGNER.

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-8

DATE:

CHECKED BY:

JOB NO:

DRAWN BY:

SCALE:

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04/10/2025 CD

AutoCAD SHX Text

PRV

AutoCAD SHX Text

AutoCAD SHX Text

PSI

dwilson

Exhibit B

F

F

F

UH

CU

CU

CU

CU

CU

F

F

F

F

F

12" Ø12" Ø

FLAG NOTES

1. REMOVE EXISTING GAS FIRED REZNOR UNIT HEATER. CAP AND SEAL FLUE PENETRATIONS THROUGH ROOF WEATHER TIGHT.

CAP GAS LINE AFTER EXISTING ISOLATION VALVE.

2. EXISTING 10" Ø SUPPLY DOWN TO DIFFUSER IN LOCKER ROOM BELOW. ESTIMATED 250-300 CFM EACH.

3. FRAME AROUND EXISTING TO REMAIN DUCTWORK. PROVIDE ACCESS PANEL FOR EXHAUST FAN SERVING LOCKER ROOMS

BELOW.

4. EXISTING 10" Ø EXHAUST DUCT UP FROM BELOW. EXHAUST FAN LIVES IN WHAT IS NOW A STORAGE SPACE. FAN AND DUCT

WORK TO REMAIN. REF PHOTO AND FLAG NOTE 3.

5. EXISTING SUPPLY PLENUM TO REMAIN.

6. EXISTING ZONE DAMPERS TO BE REMOVED OR LOCKED IN FULLY OPEN POSITION.

7. EXISTING BYPASS DAMPER AND ASSOCIATED DUCTWORK AND CONTROLS TO BE REMOVED. CAP AND SEAL REMAINING DUCT

OPENINGS.

8. EXISTING WATER HEATER AND ASSOCIATED PIPING TO REMAIN.

9. EXISTING 10" SUPPLY DUCT DOWN TO BREAK ROOM TO REMAIN. ESTIMATED 400 CFM OF SUPPLY.

10. EXISTING OUTSIDE AIR DUCT TO REMAIN.

11. EXISTING 12" Ø RETURN DUCT SERVING CONFERENCE ROOM ON FIRST LEVEL TO BE REMOVED. ALSO REMOVE BYPASS

DAMPER AND ASSOCIATED DUCTING AND CONTROLS.

12. EXISTING 12" Ø SUPPLY DOWN IN SHOP AREA TO BE REMOVED. (1) OF (2) GRILLES IN CONFERENCE ROOMS TO BE REUSED.

13. RETURN FROM LOWER LEVEL.

14. EXISTING RETURN/OUTSIDE AIR DUCT ON GROUND TO REMAIN.

15. EXISTING SUPPLY DUCTWORK THROUGH WALL SERVES NORTHWEST OFFICES ON FIRST LEVEL.

16. RETURN GRILLE MOUNTED ON "F-1". NEW UNIT WILL BE INSTALLED VERTICALLY IN THIS SPOT AND RETURN GRILLE MAY BE

SALVAGEABLE.

17. ALL EXISTING DUCTWORK IS RUN TIGHT TO STRUCTURE ABOVE STAIRWELL.

18. EXISTING 8" EXHAUST DUCT UP FROM BELOW. EXHAUST FAN LIVES IN MECHANICAL ROOM. FAN AND DUCTWORK TO REMAIN.

19. EXISTING SUPPLY AND RETURN DUCTWORK THROUGH WALL SERVES NORTHEAST OFFICES ON FIRST LEVEL.

20. APPROXIMATE LOCATION OF CONDENSING UNITS OUTSIDE AT GROUND LEVEL. ALL (4) CONDENSING UNITS WILL BE REMOVED

AND THEIR LINESETS ABANDONED.

21. EXISTING (RECENTLY REPLACED) IT ROOM CONDENSING UNIT TO REMAIN.

GENERAL DEMOLITION NOTES

1. COORDINATE WITH OWNER AND ARCHITECT TO SEE IF ANY

GAS PIPING SHOULD BE REMOVED. THIS WILL LIKELY

REQUIRE SHUTTING GAS SERVICE OFF TO THE BUILDING AND

HAVING EXISTING PIPING REMOVED BY A LICENSED PLUMBER

2. ALL (4) EXISTING GAS FURNACES TO BE REPLACED. REMOVE

EACH EXISTING GAS FURNACE AND DX COIL. REMOVE INTAKE

AND EXHAUST FLUES. CAP AND SEAL PENETRATIONS TO

EXTERIOR WEATHERTIGHT. REPLACEMENT UNITS PER

CONSTRUCTION PLAN. EACH NEW AIR HANDLER TO HAVE AN

ELECTRIC DUCT HEATER WITH SEPARATE POWER CIRCUIT.

3. DUCT WORK SHOW IS ALL APPROXIMATE SIZES AND SHOULD

BE FIELD VERIFIED.

4. AIRFLOWS SHOWN ON DRAWINGS ARE APPROXIMATIONS.

SCHEDULED AIRFLOWS APPEAR ON CONSTRUCTION

DOCUMENTS.

UH

66 7

EXISTING GAS FURNACE

ORIG SCHED AS "F-2"

LABELED "#3"

100 MBH INPUT - 95% EFF

4 TON COOLING

1,600 CFM

350 CFM OA

10" Ø8

10" Ø

" Ø

" Ø

" Ø

6" Ø

100 CFM

300 CFM

300 CFM

-700 CFM 20" Ø

" Ø

" Ø

" Ø

18" Ø

EXISTING GAS FURNACE

ORIG SCHED AS "F-4"

LABELED "#2"

66 MBH INPUT - 95% EFF

3 TON COOLING

1,200 CFM

150 CFM OA

EXISTING GAS FURNACE

ORIG SCHED AS "F-3"

LABELED "#1"

130 MBH INPUT - 95% EFF

5 TON COOLING

2,000 CFM

250 CFM OA

EXISTING GAS FURNACE

ORIG SCHED AS "F-1"

LABELED "#4"

100 MBH INPUT - 95% EFF

4 TON COOLING

1,600 CFM

250 CFM OA

F

F

-1,600

CFM

CFM

CFM

-800 CFM

14" Ø

CFM

-200 CFM

14" Ø 10" Ø

CFM

CFM

-700 CFM

10" Ø

20" Ø 12" Ø 12" Ø

" Ø

" Ø

" Ø

8" Ø

8" Ø

16" Ø 8" Ø

16" Ø

8" Ø

8" Ø

2120202020

DATE: ISSUED FOR:

SHEET NUMBER:

August 15, 2025 - 2:09:17pm

DO NOT REPRODUCE THESE DRAWINGS AND

SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN

PERMISSION OF THE DESIGNER. THE DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND

SHALL REMAIN THE PROPERTY OF THE DESIGNER

WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS

EXECUTED OR NOT. THESE DRAWINGS AND

SPECIFICATIONS SHALL NOT BE USED BY ANYONE ON

ANY OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT

BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN

PERMISSION OF THE DESIGNER.

Bi gh or n

C on su lti ng E ng in ee rs

, I nc

M ec ha ni ca l & E le ct ric al

E ng in ee rs

In di an

R oa d G ra nd

J un ct io n, C

O

Ph on e:

(9

) 2

-8

DATE:

CHECKED BY:

JOB NO:

DRAWN BY:

SCALE:

8/15/2025 VE

M1-1

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EXISTING MECHANICAL - UPPER LEVEL FLOOR PLAN

SCALE:

NORTH

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

04/10/2025 CD

04/10/2025

23-315

AS SHOWN

HP

3A

HP

HP

2B

HP

HP

HP

HP

HP

HP

HP

3B

12" Ø12" Ø

10" Ø9

" Ø

" Ø

6" Ø

105 CFM

315 CFM

315 CFM

-700 CFM 20" Ø

" Ø

" Ø

" Ø

18" Ø

CFM

CFM

-625 CFM

14" Ø

CFM

-250 CFM

14" Ø 10" Ø

CFM

CFM

-625 CFM

10" Ø

20" Ø 12" Ø 12" Ø

" Ø

" Ø

" Ø

8" Ø

8" Ø

16" Ø16" Ø

FLAG NOTES

1. INSTALL "EF-1" ON SIDEWALL OF GABLE END ADJACENT PORTION OF BUILDING WITH FLAT ROOF. ENSURE LOWEST POINT OF FAN IS AT LEAST 18" ABOVE ADJACENT ROOF LINE.

2. 24" Ø EXHAUST AIR DUCT TO BE ROUTED ABOVE STRUCTURE AND EXISTING TO REMAIN GAS-FIRED RADIANT TUBE HEATER.

3. 36" Ø (THROAT CONNECTION) GREENHECK GSRI INTAKE RELIEF HOOD ON ROOF. PROVIDE WITH LINE VOLTAGE MOTORIZED DAMPER INTERLOCKED WITH EF-1 OPERATION. RELIEF HOOD TO BE SET ON

MINIMUM 18" TALL ROOF CURB NEAR PEAK OF ROOF. RELIEF HOOD TO HAVE ALUMINUM HOUSING AND BIRDSCREEN AS WELL AS TIE DOWN POINTS FOR IMC/IBC REQUIREMENTS.

4. FRESH AIR INTAKE UP TO ROOF. PROVIDE WITH 36" TALL GOOSENECK TERMINATION WITH BIRD SCREEN.

5. 6" Ø FRESH AIR DUCT FROM ERV DOWN TO LOWER…

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