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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EXIT FLOOR
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NAME
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MIN. EXITS
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MI. WIDTH (IN)
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DOOR SWING
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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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SHOP
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WOOD WORKING
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SMALL MOTORS
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STORAGE
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EXISTING UPPER FLOOR 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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EXITING PLAN
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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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STORAGE
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NEW CONFERENCE ROOM
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SHARED OFFICE
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NEW SHARED OFFICE
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OFFICE
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OPEN TO BELOW
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OFFICE
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STEEL BENT
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STEEL BENT
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STEEL BENT
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STEEL BENT
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SHARED OFFICE
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SHARED OFFICE
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SHARED OFFICE
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STEEL BENT
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TRAVEL DISTANCE
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TRAVEL DISTANCE
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TRAVEL DISTANCE
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TRAVEL DISTANCE
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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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STEEL BENT
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TRAVEL DISTANCE
215'
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DIMENSIONED MAIN FLOOR REMODEL
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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: 1/4" = 1'-0"
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16' SIDE ROLLER GARAGE DOOR
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WALL AND HATCH KEY
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EXISTING WALL
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PROPOSED WALL
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DIMENSIONED UPPER FLOOR REMODEL
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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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WALL AND HATCH KEY
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EXISTING WALL
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PROPOSED WALL
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NEW ENTRY
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STORAGE
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NEW CONFERENCE ROOM
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SHARED OFFICE
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TRAILS OFFICE
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NEW HALLWAY
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SKI & RODEO OFFICE
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NEW OFFICE
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OPEN TO BELOW
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STEEL BENT
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STEEL BENT
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STEEL BENT
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STEEL BENT
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STEEL BENT
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PARKS OFFICE
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NEW OFFICE
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SHARED OFFICE
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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SQUARE FOOTAGE TOTALS
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STEEL BENT
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6' CEILING HEIGHT LINE
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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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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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STAIR SECTION WITH WINDOWS
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EXISTING STEEL STRUCTURE
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SHOP
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CONFERENCE ROOM
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STORAGE
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EXISTING STEEL STRUCTURE
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EXISTING STAIRCASE
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EXISTING STAIRCASE
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EXISTING ROOF TO REMAIN UNTOUCHED
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BUILT-IN CABINET
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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: 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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CONFERENCE ROOM WALL SECTION WITH WINDOWS
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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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EXISTING STAIRCASE
ELEV: 116' - 2 5/8" B.O. HEADER
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REFLECTIVE CEILING PLAN UPPER LEVEL
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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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EXISTING PEDANT MOUNTED INDIRECT FLUORESCENT
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PEDANT MOUNTED INDIRECT FLUORESCENT
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EXISTING CEILING FAN
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
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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.
Bi gh or n
C on su lti ng E ng in ee rs
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M ec ha ni ca l & E le ct ric al
E ng in ee rs
In di an
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Ph on e:
(9
) 2
-8
DATE:
CHECKED BY:
JOB NO:
DRAWN BY:
SCALE:
8/15/2025 VE
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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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