KEYS_Bid_03-26_Specifications_for_Locker_Room_and_Bathroom_Renovations.pdf

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Attached to
Specifications for Locker Room and Bathroom Renovations
Solicitation number
03-26
Issued by
Florida

About this file

Summary

This is a detailed Bid Specification document issued by Keys Energy Services (KEYS), the municipal electric utility operator for the City of Key West, Florida, for the renovation of locker room and bathroom facilities at the Ralph Garcia Steam Plant (RGSP) located at 6900 Front Street Extended, Key West, Florida. The project scope requires comprehensive renovation of a men's locker room and two bathrooms on the first and second floors, including all labor, supervision, materials, equipment, supplies, tools, and incidental work necessary to complete the project. KEYS will accept sealed electronic proposals via VendorLink or DemandStar until 10:00 a.m. on Friday, March 20, 2026, with mandatory site inspections to be completed by Friday, February 27, 2026, and a virtual bid opening scheduled for March 20, 2026 at 10:00 a.m. Vendors must submit written questions by noon on Friday, March 6, 2026. The successful contractor must substantially complete all work by August 1, 2026, in preparation for peak hurricane season. The contract term extends from the date of execution by the Utility Board through November 1, 2026, with KEYS reserving the right to cancel without cause with 30 days' written notice.

All bid proposals must remain firm for a minimum of 120 days and be accompanied by a Bid Bond or Certified Check equal to 5% of the total proposal amount. The contractor must be properly licensed as a General Contractor and maintain all required insurance, including Commercial General Liability ($2,000,000 per project aggregate), Workers' Compensation, and Business Automobile coverage. Work shall be performed during normal operating hours (Monday through Friday, 7:00 a.m. to 3:30 p.m., excluding observed holidays), though extended hours are available with prior approval. The facility must remain operational during renovations, with at least one shower and two toilets continuously available. Liquidated damages of $500 per day apply for failure to achieve substantial completion by August 1, 2026. Bidders must provide a minimum of three references with contact information, a proposed project team with licenses and experience, an hourly labor and equipment rate schedule for potential additional work, and comprehensive safety documentation including compliance with the American Public Power Association Safety Manual.

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Notice_of_Rescheduled_Bid_Opening.pdf PDF
KEYS_Bid_03-26_Addendum_1.pdf PDF

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KEYS BID 03-26 SPECIFICATIONS FOR RGSP LOCKER ROOM & BATHROOM

RENOVATIONS

CALL FOR BIDS

THE UTILITY BOARD OF THE CITY OF KEY WEST, FLORIDA, operator of Keys Energy Services (KEYS), hereby gives notice to prospective bidders that sealed proposals will be received by KEYS electronically until 10:00 a.m. on Friday, March 20, 2026 for:

KEYS BID 03-26

SPECIFICATIONS FOR RGSP LOCKER ROOM & BATHROOM RENOVATIONS

KEYS has instituted VendorLink and DemandStar systems to provide current information to potential bidders. These systems will allow you to receive bid information quickly and at your convenience 24 hours a day, 7 days a week. Specifications may be obtained from their websites at www.myvendorlink.com or www.DemandStar.com. Registered vendors will be notified automatically of all Requests for Proposals. You may also visit www.KeysEnergy.com for links and download information for all KEYS bid specifications.

It shall be the sole responsibility of each bidder to have their bid electronically delivered on or before the time for opening proposals last announced to bidders. Emailed proposals will not be accepted. Should a vendor not be able to submit via VendorLink or DemandStar, paper submittals will be accepted. Paper submittals must be received prior to the opening date and time in order to be considered. Paper submittals, if applicable, are to be delivered via FedEx, UPS, or in-person to:

Keys Energy Services Bid Opening Committee – KEYS Bid 03-26 6900 Front Street Extended Key West, FL 33040 Note: This address does not receive US Postal Service.

Any proposal received after the time last announced for opening proposals may be retained by KEYS or returned to the bidder, but such proposal may be rejected as not responsive.

Vendors with questions pertaining to this bid specification must submit them in writing via email to purchasing@keysenergy.com no later than Friday, March 6, 2026 at noon. Any questions received after noon on March 6, 2026 will not be addressed.

A mandatory site inspection of KEYS’ facility is required. Inspections can be arranged by contacting the Fleets and Facilities Supervisor, Brittani Harden, at (305) 295-1181 or Marc Palka, Facilities Leader, at (305) 295-1165. Site inspections must be completed prior to Friday, February 27, 2026. Proposals received by Contractors not in attendance will be rejected.

Each proposal should be accompanied by a Certified Check or Bid Bond payable to the UTILITY BOARD OF THE CITY OF KEY WEST in an amount not less than five (5%) percent of the amount of the proposal as security.

Each proposal should constitute an offer to KEYS, as outlined therein, and should be irrevocable after the time announced for the opening thereof.

At a meeting of the BID OPENING COMMITTEE to be held virtually on Friday, March 20, 2026 at 10:00 a.m. Proposals will be opened and vendor names will be publicly read aloud.

KEYS reserves the right to reject any or all proposals, to waive irregularities and informalities in any or all proposals, and to separately accept or reject any item, items, bid schedule or bid schedules of the proposal which KEYS deems to be in the best interest of the Utility Board.

Tyler Randolph, Purchasing Supervisor http://www.myvendorlink.com/ http://www.demandstar.com/taf/agencycp.taf?_function=list&A=335 http://www.keysenergy.com/ mailto:purchasing@keysenergy.com

GENERAL

Keys Energy Services (KEYS) is a municipal electric utility supplying power to residents of the lower Florida Keys. KEYS is located in the extreme southern tip of peninsular Florida, situated in Monroe County, Florida, primarily what is considered the “Lower Keys”, which extends eastwardly from Key West to the west end of the Seven-Mile Bridge. Corporate Offices are located at 1001 James Street, Key West, Florida and the Transmission and Distribution (T&D) Facility is located on Stock Island at 6900 Front Street Extended, Key West, Florida 33040.

KEYS and its representatives have exercised due care in preparing this Request for Proposals (RFP). All information contained herein is believed to be substantially correct. However, bidders should verify information independently if desired. KEYS and its representatives do not warrant the accuracy of information contained herein.

SPECIFICATIONS

Provide all labor, supervision, materials, equipment, supplies, tools, and incidentals necessary for the renovation of a men’s locker room facility and two bathrooms at the Ralph Garcia Steam Plant (RGSP), located at 6900 Front Street Extended, Key West, FL 33040.

Bender & Associates has provided the Construction Documents that can be found as Attachment

1. The Contractor shall fully adhere to the construction plans unless otherwise approved by KEYS and Bender & Associates.

The intent of this solicitation is to provide updated facilities. RGSP will remain an active and staffed facility during the renovations. Therefore, at least 1 shower and 2 toilets within the building are to always remain available. There is a half bath located on the 3rd floor of the building that will not be renovated but may be considered for toilet availability.

Construction

1. Contractor shall be properly licensed as a General Contractor and maintain all required insurance.

2. Ensure industry-specific, sound construction practices are followed.

3. Adherence to the Construction Documents, Attachment 1

a. Contractor must provide product specifications for all proposed materials.

b. KEYS must approve all fixtures prior to Contractor ordering.

4. Contractor shall be responsible for maintaining the site in a clean and safe condition at all times.

5. Contractor shall not unreasonably impede, interfere with, or delay operations or activities at KEYS facilities.

6. Contractor will be responsible for all paving, concrete, and miscellaneous groundwork necessary to return any area disturbed by construction to its previous or better condition.

7. Successful Contractor must visit the site prior to construction and carefully examine all work locations, staging areas, and access routes to and from site.

8. Provide all tools, equipment, materials and qualified personnel necessary for the undertakings herein described.

9. Contractor is responsible for disposal of any debris resulting from demolition or construction work.

10. Provide dumpsters and lavatory facilities, as required, on-site.

11. Provide an onsite Project Manager or designated “Lead” person fluent in the English language who shall be available by cell phone whenever workers are present. KEYS shall not provide supervisory oversight of the Contractors employees; however, KEYS retains the right to monitor compliance with contract requirements.

12. Coordinate with the appropriate KEYS Project Manager to schedule work in a carefully planned and efficient sequence that minimizes disruption to normal KEYS operations while ensuring the project progresses in a focused and timely manner to meet the targeted completion date.

13. Provide competent, qualified personnel for all work performed. KEYS reserves the right to remove any Contractor or subcontractor employee who, in the sole discretion of KEYS, for safety, security, or professional conduct reasons who does not meet KEYS’ professional conduct and workplace standards.

14. Schedule work in compliance with all applicable local, county, and federal noise regulations.

15. Contractor shall be aware of extreme weather conditions that occur in the Florida Keys, including hurricanes and unexpected storms. Contractor is responsible for monitoring and adhering to weather advisories and storm updates. Any damage to property or safety to personnel caused by Contractor’s failure to follow required safety and weather advisories shall be the responsibility of the Contractor.

16. At the Contractor’s expense, ensure all structures under construction are properly supported and braced to prevent unintended collapse or catastrophic failure.

Inspection of Work

1. KEYS reserves the right at all times to inspect the Work and the Site. If requested by

KEYS, Contractor shall uncover any portion of the Work for inspection and replace it at the Contractor’s expense.

2. Contractor and KEYS’ Project Manager shall schedule and participate in a final inspection of the completed project. Any deficiencies identified during final inspection shall be promptly corrected by Contractor at no cost to KEYS and to KEYS’ satisfaction.

Work completed without the required inspection may be required to be removed and reinstalled at Contractor’s expense.

Permitting Permitting shall be obtained by the awarded Contractor. The Contractor shall comply with all permits issued and provide a copy of all permits to KEYS.

SCHEDULE

Project must be substantially completed by August 1, 2026, in preparation of peak hurricane season.

All work shall be performed during KEYS’ Generating Facility normal operating hours, Monday through Friday from 7:00 AM to 3:30 PM, excluding observed holidays listed below.

Contractor may work Monday through Sunday from 7:00 AM to 7:00 PM if permitted by local ordinances and with prior approval from KEYS’ Project Manager. Approval must be requested two

(2) weeks prior to the scheduled work.

Black Out Dates

New Year’s Day January 1st Martin Luther King, Jr. Birthday January, 3rd Monday President’s Day February, 3rd Monday Memorial Day May, Last Monday .

Independence Day July 4th Labor Day September, 1st Monday Columbus Day October, 2nd Monday Veteran’s Day November 11th Thanksgiving Day November, 4th Thursday Day After Thanksgiving November Christmas Eve December 24th Christmas December 25th New Year’s Eve Day December 31st

When a holiday falls on a Sunday, the Monday following shall be considered the holiday.

When a holiday falls on a Saturday, the Friday prior thereto shall be considered the holiday.

ATTACHMENTS

1. Bender & Associates Construction Documents

PROPOSAL CONTENTS & EVALUATION

The proposal should include a description of the firm’s capabilities and experience with providing the requested services, including a description of any special qualifications which are indicative of working familiarity with similar projects.

The proposals will be evaluated by a review team. The evaluation criteria will include a variety of considerations, including, but not limited to:

a. Experience with similar projects;

b. Range and suitability of services provided;

c. Project management approach;

d. Proposed Schedule based on April 2026 Utility Board approval date

e. Pricing;

f. References (minimum of 3 with contact information and project summary).

BID SUBMITTAL

Proposals shall be submitted electronically via VendorLink or DemandStar prior to the opening date and time. Emailed proposals will not be accepted. Should a vendor not be able to submit via VendorLink or DemandStar, paper submittals will be accepted. Paper submittals must be received prior to the opening date and time in order to be considered.

Paper submittals can be sent via FedEx, UPS, or In-Person to:

Keys Energy Services Bid Opening Committee – Bid 03-26 6900 Front Street Extended Key West, Florida 33040

Note: This address does not receive US Postal Service.

Bidders must submit the following to be found responsive:

1. Bid Bond or Cashier’s Check for 5% of Total

2. Proposal Page

3. Minimum of 3 References with Contact Information, inclusive of email

4. Proposed Project Team with Licenses and Experience

5. Bidder’s Statement

6. Public Entity Crimes Sworn Statement

7. Drug-Free Workplace Statement

8. Safety Compliance Affidavit

9. Insurance Agent’s Statement

10. Hourly Rates for Labor and Equipment – to be used should additional work/material outside of the scope of work is required

ATTACHMENT 1

Bender & Associates

Construction Documents

KEYS ENERGY-RGSP

S t o c k I s l a n d F l o r i d a 3 3 0 4 0

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BATHROOM RENOVATION

BIDDING ONLY NOT FOR CONSTRUCTION

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AVENUE

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KENNEDY

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COW KEY

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SAFE HARBOR

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SALT

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POND

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AVENUE

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FLAGLER

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FIRST STREET

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BERTHA AVE.

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ATLANTIC BLVD.

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FLAGLER

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AVENUE

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EAGLE AVENUE

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DUCK

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DRIVE

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SOUTH

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NORTH

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STREET

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PALM AVE.

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ST.

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STREET

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RIVIERA CANAL

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SALT POND

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SALT POND

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KEY WEST INTERNATIONAL AIRPORT

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ROOSEVELT

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BLVD.

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AVENUE

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CHANNEL

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JUNIOR COLLEGE RD.

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STOCK

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ISLAND

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KEY WEST GOLF COURSE

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RACCOON KEY

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(KEY HAVEN)

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ROOSEVELT

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BLVD.

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NORTHSIDE

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DRIVE

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DREDGERS KEY

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COW

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KEY

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6900 FRONT ST, STOCK ISLAND, FL 33040

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SITE LOCATION:

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PROJECT NORTH

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TRUE NORTH

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SECTION & DETAIL DRWG. TITLES

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WALL ELEVATION INDICATOR

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CROSS SECTION

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DRAWING SCALE

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LETTERS

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AREA TO BE BLOWN-UP

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CUT DETAIL INDICATOR

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(PERTAINS TO DETAIL PLAN INDICATOR ON SMALLER SCALE PLAN)

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NUMBER FOR DETAIL DESIGNATION

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SHEET WHERE DETAIL IS SHOWN

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SHEET WHERE DETAIL IS SHOWN

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DOOR OPENING INDICATOR

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(COMMERCIAL & INSTITUTIONAL PROJECTS)

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(EACH OPENING SCHEDULED SEPARATELY)

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LETTERS

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(EACH WINDOW TYPE & SIZE SCHEDULED)

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NUMBER FOR SECT. DESIGNATION

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SHEET WHERE SECTION IS SHOWN

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NORTH ARROWS

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NUMBER FOR SECT. DESIGNATION

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WALL SECTION

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SHEET WHERE SECTION IS SHOWN

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BUILDING SECTION

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NUMBER FOR DETAIL DESIGNATION

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FLOOR PLANS, ETC. (THROUGHOUT DWGS.)

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NORTH

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SITE PLANS (ONCE ONLY)

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PROJECT NORTH

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POCHE ONLY WHERE ELEVATIONS ARE INDICATED

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FIRST # INDICATES FLOOR

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(SHOWN WITHIN ROOM ON PLAN)

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INDICATES # OF ELEVATION

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%%U SHT. A8 %%U

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(SHOWN BESIDE OR UNDER ROOM NAME)

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ROOM NUMBER INDICATOR

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NUMBERS

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DWG. # ON SHEET

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REFERENCE SHEET

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PARTITIONS & WALLS

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CONCRETE MASONRY UNITS

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EXISTING CONSTRUCTION TO BE DEMOLISHED

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EXISTING CONSTRUCTION TO REMAIN

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WOOD FRAME

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METAL STUDS

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POURED CONCRETE

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MATERIAL DESIGNATIONS

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FINISH WOOD IN ELEV. & IN SECTION

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DIMENSION LUMBER IN SECTION (CONTINUOUS)

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WOOD BLOCKING IN SECTION (DISCONTINUOUS)

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GYPSUM WALL BOARD IN SECTION (LARGE SCALE)

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EARTH, NATURAL SUBSTRATE

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FIBERGLASS BATT INSULATION

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GRAVEL, AGGREGATE BASE COURSE, FILL

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RIGID INSULATION

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METAL IN ELEVATION

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METAL IN SECTION

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IN ELEV.;POURED CONC. IN PLAN

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CONC., STUCCO, PLASTER

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DWG. TITLE

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CONCRETE MASONRY UNITS IN PLAN

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EXPANSION JOINT

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INSIDE DIAMETER

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EQUAL

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ELEVATION

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GALVANIZED

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HORIZONTAL

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MAXIMUM

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ANCHOR BOLT

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AIR CONDITIONING

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CENTER LINE

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AGGREGATE BASE COURSE

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DOWNSPOUT

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FIELD VERIFY

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BLOCKING

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BUILT UP ROOF

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CABINET

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CERAMIC

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COLUMN

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GALVANIZED IRON

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DRAWER

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ELECTRIC

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EXHAUST

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FACE OF CONCRETE

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FACE OF STUD

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FINISH

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FIRE EXTINGUISHER

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FOUNDATION

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FOOTING

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CEILING

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CONCRETE MASONRY UNIT

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CONCRETE

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DOUBLE

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DIAGONAL

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HARDWARE

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HEATING VENTILATING

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& AIR CONDITIONING

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HDW

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HVAC

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NOT TO SCALE

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OUTSIDE DIAMETER

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ON CENTER

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MINIMUM

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UNLESS NOTED OTHERWISE

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WELDED WIRE FABRIC

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VERTICAL

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STEEL REINF. BAR

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TREAD(S)

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RADIUS (OR) RISER

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TYPICAL

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PLASTIC LAMINATE

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PANEL

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POUNDS PER LINEAL FOOT

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POUNDS PER CUBIC FOOT

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POLYVINYLCHLORIDE

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POINT

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REFRIGERATOR

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RETURN AIR

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OVERALL

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WATER HEATER

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WITHOUT

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WOOD

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VINYL COMPOSITION TILE

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STAINLESS STEEL

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SPECIFICATION

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CCA PRESSURE TREATED

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PROPETRY LINE

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NTS

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OD

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OC

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MIN

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UNO

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WWF

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VERT

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REBAR

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SF

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PVC

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REFR.

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DESCRIPTION OF WORK:

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5. Dimensions shall take precedence over scale.

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8. After completion of construction remove all debris and construction equipment.

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7. Drawings and specifications are complementary. Refer to all sheets of

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9. Notify owner of any possible artifacts uncovered during site grading and

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11. Comply with all requirements for selective demolition as specified, shown on

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10. Furnish a receptacle on site to contain construction debris and maintain the site

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4. Where discrepancies between drawings, specifications, and code requirements

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3. Contours and/or existing grades shown are approximate. Verify with field

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2. Prior to submitting a bid, verify all existing conditions and dimensions on the

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1. All work shall comply with the Florida Building Code, latest edition, and all

AutoCAD SHX Text grades away from the building. Planting areas shall be graded with soil suitable

AutoCAD SHX Text conditions. Final grading shall provide gradual slopes and grades. Slope all

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AutoCAD SHX Text for planting. Rock and debris will not be allowed.

AutoCAD SHX Text jobsite, and also after award, but prior to the start of construction.

AutoCAD SHX Text applicable laws, codes and ordinances of the City, County, and the State of Florida.

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AutoCAD SHX Text Restore site to original condition.

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6. All new utilities shall be underground.

AutoCAD SHX Text In the City of Key West, applicable Codes forming the basis of this design and

AutoCAD SHX Text compliance requirements for the Contractor include:

AutoCAD SHX Text 61G1-16.003 Use of Seal.The personal seal, signature and date of the architect or interior designer shall appear on all architectural or interior design documents to be filed for public record and shall be construed to obligate his partners or his corporation. A corporate seal alone is insufficient. Documents shall be signed personally and sealed by the responsible architect or interior designer. Final official record documents (not tracings, etc.) shall be so signed. The signing and sealing of the specification index sheets shall be considered adequate. All drawing sheets and pages shall be so signed and sealed. An architect or interior designer shall not affix, or permit to be affixed, his seal or name to any plan, specifications, drawings, or other related document which was not prepared by him or under his responsible supervising control as provided in Rule Chapter 61G1-23, F.A.C. An architect or interior designer shall not use his seal or do any other act as an architect or interior designer unless holding at the time a certificate of registration and all required renewals thereof. Specific Authority 481.2055, 481.221 FS. Law Implemented 481.221, 481.225(1)(e), (g), (j), 481.2251(1)(g), (h), (i) FS. History-New 12-23-79, Formerly 21B-16.03, Amended 7-27-89, Formerly 21B-16.003, Amended 11-21-94, 4-18-00.

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FLORIDA ADMINISTRATIVE CODE

AutoCAD SHX Text PROJECT: KEYS ENERGY - RGSP BATHROOM RENOVATION ARCHITECT'S PROJECT No.: 2507 CONTACT: Keys Energy Services Address: 6900 Front St. 6900 Front St. Stock Island Florida, 33040 Tel: -- -- Email: -- ARCHITECT: BENDER & ASSOCIATES ARCHITECTS, P.A. BENDER & ASSOCIATES ARCHITECTS, P.A. Address: 410 Angela Street, Key West, FL 33040 410 Angela Street, Key West, FL 33040 Tel: (305) 296-1347 Fax: (305) 296-2727 (305) 296-1347 Fax: (305) 296-2727 E-mail: info@benderarchitects.com info@benderarchitects.com Architect: Haven Burkee Haven Burkee Designer Associate: Ana Catalina Alvarez Ana Catalina Alvarez

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FIRST AND SECOND FLOOR BATHROOM RENOVATIONS.

AutoCAD SHX Text This project is designed in accordance with A.S.C.E. 7-22 to resist wind loads of 180 mph (3 second gusts) and in accordance with ASCE 24-14 Flood Resistant Design and Construction.

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AutoCAD SHX Text Project N :

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

AutoCAD SHX Text Florida License AAC002022

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SITE MAP KEY WEST PROJECT DIRECTORY GENERAL NOTES SYMBOLS LEGEND SHEET INDEX

AutoCAD SHX Text 12/04/2025

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SHEET INDEX

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COVER

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EXISTING SITE PLAN

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EXISTING FIRST FLOOR PLAN - MEN'S BATHROOM

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EXISTING SECOND FLOOR PLAN - WOMEN'S BATHROOM

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PROPOSED FIRST FLOOR PLAN - MEN'S BATHROOM

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PROPOSED PARTIAL EAST ELEVATION - WOMEN'S BATHROOM

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PROPOSED PARTIAL FIRST FLOOR PLAN, INTERIOR ELEVATIONS

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PROPOSED PARTIAL SECOND FLOOR PLAN, INTERIOR ELEVATIONS

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PROPOSED FINISH SCHEDULE, PLUMBING SCHEDULE

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PROPOSED FIRST & SECOND FLOOR ELECTRICAL PLANS

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MECHANICAL FIRST & SECOND FLOOR DEMOLITION PLAN

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MECHANICAL FIRST & SECOND FLOOR PROPOSED PLAN

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MECHANICAL SCHEDULES AND NOTES

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MECHANICAL DETAILS

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PLUMBING FIRST & SECOND FLOOR DEMOLITION PLAN

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PLUMBING FIRST & SECOND FLOOR PROPOSED SANITARY PLAN

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PLUMBING FIRST & SECOND FLOOR PROPOSED WATER PLAN

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PLUMBING SCHEDULES, NOTES AND DETAILS

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ELECTRICAL SITE PLAN

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ELECTRICAL FIRST & SECOND FLOOR DEMOLITION PLAN

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ELECTRICAL FIRST & SECOND FLOOR PROPOSED PLAN

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LIGHTING FIXTURE SCHEDULE AND PANEL SCHEDULE

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ELECTRICAL SINGLE LINE DIAGRAM

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MISCELLANEOUS DETAILS

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SYMBOLS LEGENDS AND ELECTRICAL NOTES

AutoCAD SHX Text FLORIDA BUILDING CODE – Building 2023 EDITION Building 2023 EDITION FLORIDA BUILDING CODE – Existing 2023 EDITION Existing 2023 EDITION FLORIDA BUILDING CODE – Residential 2023 EDITION Residential 2023 EDITION EDITION FLORIDA BUILDING CODE – Plumbing 2023 EDITION Plumbing 2023 EDITION FLORIDA BUILDING CODE – Fuel Gas 2023 EDITION Fuel Gas 2023 EDITION FLORIDA BUILDING CODE – Mechanical 2023 EDITION Mechanical 2023 EDITION FLORIDA BUILDING CODE - Energy Conservation 2023 EDITION NATIONAL ELECTRICAL CODE 2023 EDITION NFPA 101 LIFE SAFETY CODE w/ Florida Modifications 8TH EDITION FLORIDA FIRE PREVENTION CODE 8TH EDITION NFPA 1 2023 EDITION

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SPOIL HEAP

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EXISTING ROADWAY

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EXISTING ROADWAY

AutoCAD SHX Text N 84°38'08" W 348.92'

AutoCAD SHX Text S 05°21'52" W 527.49'

AutoCAD SHX Text N 84°38'08" W

AutoCAD SHX Text 27.00'

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CONTAINMENT BERM

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GATE

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ENTRANCE

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JB

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(EXISTING GATE)

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EXISTING SITE PLAN

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AutoCAD SHX Text Project N :

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

AutoCAD SHX Text Florida License AAC002022

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PROJECT NORTH

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EXISTING SITE PLAN

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AREA OF WORK

12/04/2025

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AREA OF WORK. SEE SHEET A6

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HATCHED AREA SHOWS AREA TO BE AIR-CONDITIONED ((1) AC UNIT)

AutoCAD SHX Text DEMOLITION NOTE: 1. REMOVE ALL EXISTING PLUMBING FIXTURES. REMOVE ALL EXISTING PLUMBING FIXTURES. 2. REMOVE ALL EXISTING LIGHTING FIXTURES. REMOVE ALL EXISTING LIGHTING FIXTURES. 3. REMOVE ALL EXISTING DROP CEILING MATERIAL. REMOVE ALL EXISTING DROP CEILING MATERIAL. 4. REMOVE ALL MISCELLANEOUS FINISHES AS REQUIRED TO REMOVE ALL MISCELLANEOUS FINISHES AS REQUIRED TO COMPLETE PROPOSED RENOVATION WORK. 5. REMOVE AND STORE ALL EXISTING LOCKERS ON SITE REMOVE AND STORE ALL EXISTING LOCKERS ON SITE (COORDINATE LOCATION WITH KES) 6. REMOVE DOOR AT LOCKER AREA AND INFILL W/ MASONRY. 7. REMOVE ALL BATHROOM ACCESSORIES. 8. REMOVE CEILING (ONLY) AT OFFICE AREA. NO OTHER DEMOLITION REQUIRED. 9. DOORS TO BE REMOVED AT BATHROOM & OFFICE AREA.

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WALLS TO REMAIN

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LOCKER AREA

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OFFICE AREA

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ELEVATED METAL PLATFORM

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CONCRETE SLAB

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CONCRETE RAMP

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BATHROOM

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INFILL DOOR OPENING. SEE PROPOSED PLANS

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SEE MEP PLANS

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EXISTING FIRST FLOOR PLAN

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

AutoCAD SHX Text Florida License AAC002022

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PROJECT NORTH

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EXISTING FIRST FLOOR PLAN - MEN'S BATHROOM RENOVATION

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WOMEN'S BATHROOM

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WOMEN'S LOCKER ROOM

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MECHANICAL ROOM

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BREAK ROOM

AutoCAD SHX Text DEMOLITION NOTE: 1. REMOVE ALL EXISTING PLUMBING FIXTURES. 2. REMOVE ALL EXISTING LIGHTING FIXTURES. 3. REMOVE ALL EXISTING DROP CEILING MATERIAL. 4. REMOVE ALL MISCELLANEOUS FINISHES AS REQUIRED TO COMPLETE PROPOSED RENOVATION WORK. 5. REMOVE AND STORE ALL EXISTING LOCKERS AND BENCH ON SITE (COORDINATE LOCATION WITH KES) 6. REMOVE ALL PARTITIONS 7. REMOVE ALL BATHROOM ACCESSORIES

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AREA OF WORK. SEE SHEET A7

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EXISTING SECOND FLOOR PLAN

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

AutoCAD SHX Text Florida License AAC002022

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PROJECT NORTH

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EXISTING SECOND FLOOR PLAN - WOMEN'S BATHROOM RENOVATION

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

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11'4" CLEAR. 13' F.F. TO F.F.

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EXISTING ELEVATED METAL PLATFORM

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EXISTING CONCRETE SLAB

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EXISTING CONCRETE RAMP

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LOCKER AREA

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OFFICE AREA

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SHOWER #1

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SHOWER #2

AutoCAD SHX Text NEW CONDENSING UNIT MOUNTED ABOVE DOOR TO EXTERIOR WALL W/ MIAMI DADE NOA RATED WALL BRACKET. PROVIDE BLOCKING AS REQUIRED.

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AREA OF WORK. SEE SHEET A6

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VANITY / URINAL AREA

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NEW 24X24 MIAMI DADE NOA EXHAUST LOUVER

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PROPOSED FIRST FLOOR PLAN

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AutoCAD SHX Text Project N :

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

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PROJECT NORTH

AutoCAD SHX Text PROPOSED FIRST FLOOR PLAN - INDICATING EXISTING A/C UNIT LOCATION & NEW EXHAUST LOUVER

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

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MTL. GARAGE DOOR

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EXISTING ENTRANCE DOOR

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EXISTING STRUCTURAL STEEL.

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EXISTING CONCRETE SLAB

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NEW 24X24 MIAMI DADE NOA EXHAUST LOUVER

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COORDINATE INSTALLATION W/ EXISTING METAL FRAME

AutoCAD SHX Text NEW CONDENSING UNIT MOUNTED ABOVE DOOR TO EXTERIOR WALL W/ MIAMI DADE NOA RATED WALL BRACKET. PROVIDE BLOCKING AS REQUIRED.

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AutoCAD SHX Text Project N :

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

AutoCAD SHX Text Florida License AAC002022

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PROPOSED PARTIAL EAST ELEVATION

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SCALE: 1/4" = 1'-0"

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PROPOSED PARTIAL ELEVATION

D O O R S C H E D U L E

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LOCKER AREA

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SHOWER ROOM #1

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EXISTING WALL TO REMAIN

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NEW SHOWER BASE

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WALL-HUNG 3/4" COMPACT GRADE LAMINATE (CGL) PANEL (BOBRICK)

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NEW VANITY / SINKS

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NEW W.C.

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NEW W.C.

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EXISTING WALL TO REMAIN

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NEW DOOR

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NEW SHOWER BASE

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PTD

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NOTE: CONFIRM FURRING / CHASE IS AVAILABLE FOR PLUMBING FIXTURES

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VANITY / URINAL AREA

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SHOWER ROOM #2

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EXISTING WALL TO REMAIN

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EXISTING WALL TO REMAIN

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OFFICE AREA

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NEW FINISH FLOOR. SEE BATHROOM FINISH SCHEDULE

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FINISH FLOOR TO REMAIN

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NEW 2X4 WALL SUPPORTING VANITY COUNTER

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NEW WALL FOR PLUMBING

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NEW WALL FOR PLUMBING

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NEW WALL FOR PLUMBING

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EXISTING CHASE TO REMAIN

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SEE ACCESSORY SCHEDULE

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NEW CEILING ONLY

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NEW DOOR

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NEW FINISH FLOOR. SEE BATHROOM FINISH SCHEDULE

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NEW DOOR

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NEW DOOR

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MIRROR W/ STAINLESS STEEL ANGLE FRAME 'BOBRICK'. SEE ACCESSORY SCHEDULE.

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NEW COUNTERTOP 'CAESARSTONE' 1141 PURE WHITE

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EXISTING WALL TO REMAIN

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NEW 2X4 WING WALL

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TB

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LAV-1

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PTD

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SD

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SB

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5/8" DRYWALL PAINTED WITH EPOXY PAINT AT SHOWER AREA.

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

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6" COVE BASE. SEE BATHROOM FINISH SCHEDULE

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WALL HUNG TOILET. SEE PLUMBING FIXTURE SCHEDULE

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2'-0"X2'-0"X5/8" 'ARMSTRONG 'DUNE' ACOUSTIC CEILING WITH INTERLUDE XL 9/16".

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NEW DOOR

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WC

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

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6" COVE BASE. SEE BATHROOM FINISH SCHEDULE

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EXISTING WALL TO REMAIN

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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NEW WALL FOR PLUMBING

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WALL HUNG TOILET. SEE PLUMBING FIXTURE SCHEDULE

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5/8" DRYWALL PAINTED WITH EPOXY PAINT AT SHOWER AREA.

AutoCAD SHX Text WALL-HUNG 3/4" COMPACT GRADE LAMINATE (CGL) PANEL 'BOBRICK'. SEE SEE ACCESSORY SCHEDULE.

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UR

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EXISTING WALL TO REMAIN

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5/8" DRYWALL PAINTED WITH EPOXY PAINT AT SHOWER AREA.

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EXISTING CHASE TO REMAIN

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2'-0"X2'-0"X5/8" 'ARMSTRONG 'DUNE' ACOUSTIC CEILING WITH INTERLUDE XL 9/16".

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

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6" COVE BASE. SEE BATHROOM FINISH SCHEDULE

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WALL HUNG TOILET. SEE PLUMBING FIXTURE SCHEDULE

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NEW DOOR

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NO.

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MATERIAL

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TYPE

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FINISH

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GLAZING

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FRAMES

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MATERIAL

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FINISH

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DETAILS

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REMARKS

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HARDWARE SETS

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1. COMPLY WITH ALL MIAMI DADE NOA & FLORIDA PRODUCT APPROVAL SPECIFICATIONS. INSTALL 'WINDOW/DOOR WRAP' AT ALL EXTERIOR OPENINGS PRIOR TO INSTALLATION. 2. CONFIRM DOOR ORDER WITH OWNER AND ARCHITECT PRIOR TO ORDERING. 2. CONFIRM ALL EXISTING ROUGH OPENING SIZES PRIOR TO ORDERING. 3. OWNER TO SELECT ALL HARDWARE.

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PAINTED

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DOOR NOTES:

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AutoCAD SHX Text TYPE 'A' HOLLOW METAL FLUSH PANEL SWING DOOR PAINTED. STEEL CRAFT B-SERIES DOOR 16 GAUGE OR EQUIVALENT. OWNER TO SELECT COLOR.

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METAL

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PAINTED

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PAINTED

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NONE

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METAL

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METAL

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METAL

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METAL

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METAL

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NONE

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PROPOSED PARTIAL FIRST FLOOR PLAN PROPOSED BATHROOM INTERIOR ELEVATIONS

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

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PROJECT NORTH

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PROPOSED PARTIAL FIRST FLOOR PLAN

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SCALE: 3/8" = 1'-0"

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

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

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

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PROPOSED VANITY / URINAL AND SHOWER ROOM #2

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PROPOSED SHOWER ROOM

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PROPOSED VANITY / URINAL AND SHOWER ROOM #1

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SB

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WC

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NEW WALL / CHASE AREA FOR PLUMBING

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5/8" DRYWALL PAINTED WITH EPOXY PAINT

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

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6" COVE BASE. SEE BATHROOM FINISH SCHEDULE

AutoCAD SHX Text 18x18 TILE. SEE BATHROOM FINISH SCHEDULE

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WALL HUNG TOILET. SEE PLUMBING FIXTURE SCHEDULE

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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EXISTING DOOR TO REMAIN

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SB

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SB

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PTD

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EXISTING WALL TO REMAIN

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TB

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TB

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5/8" DRYWALL PAINTED WITH EPOXY PAINT

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

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6" COVE BASE. SEE BATHROOM FINISH SCHEDULE

AutoCAD SHX Text 18x18 TILE. SEE BATHROOM FINISH SCHEDULE

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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EXISTING DOOR TO REMAIN

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EXISTING WALL TO REMAIN

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SB

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SB

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WC

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WC

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TPH

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TPH

AutoCAD SHX Text 24X36

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SD

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SD

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PTD

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PTD

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LAV-1

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LAV-1

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NICHE

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NICHE

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5/8" DRYWALL PAINTED WITH EPOXY PAINT

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LAV-S-1

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LAV-S-1

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

AutoCAD SHX Text 18x18 TILE. SEE BATHROOM FINISH SCHEDULE

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WALL HUNG TOILET. SEE PLUMBING FIXTURE SCHEDULE

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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6" COVE BASE. SEE BATHROOM FINISH SCHEDULE

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EXISTING DOOR TO REMAIN

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EXISTING DOOR TO REMAIN

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NEW VANITY / SINK

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NEW VANITY / SINK

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NEW SHOWER BASE

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NEW SHOWER BASE

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EXISTING WALL TO REMAIN

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NEW W.C.

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PTD

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PTD

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TB

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TB

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TPH

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TPH

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BATHROOM #1

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BATHROOM #2

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NEW W.C.

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NEW WALL / CHASE AREA FOR PLUMBING

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18X18 FLOOR TILE

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18X18 FLOOR TILE

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NEW WALL / CHASE AREA FOR PLUMBING

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SB

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WC

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TB

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5/8" DRYWALL PAINTED WITH EPOXY PAINT

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36X48 SHOWER BASE. SEE ACCESSORY SCHEDULE

AutoCAD SHX Text 18x18 TILE. SEE BATHROOM FINISH SCHEDULE

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WALL HUNG TOILET. SEE PLUMBING FIXTURE SCHEDULE

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NON-RUSTING BRASS CORNER SHOWER ROD 36X48. SEE ACCESSORY SCHEDULE.

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NEW WALL / CHASE AREA FOR PLUMBING

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PROPOSED PARTIAL SECOND FLOOR PLAN PROPOSED BATHROOM INTERIOR ELEVATIONS

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AutoCAD SHX Text Project N :

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AutoCAD SHX Text Bender & Associates

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ARCHITECTS

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AutoCAD SHX Text Facsimilie (305) 296-2727

AutoCAD SHX Text Key West, Florida 33040

AutoCAD SHX Text 410 Angela Street

AutoCAD SHX Text Telephone (305) 296-1347

AutoCAD SHX Text Florida License AAC002022

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PROJECT NORTH

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PROPOSED PARTIAL SECOND FLOOR PLAN

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

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PROPOSED BATHROOM SECOND FLOOR INTERIOR ELEVATION

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

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

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

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PROPOSED BATHROOM SECOND FLOOR INTERIOR ELEVATION

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PROPOSED BATHROOM SECOND FLOOR INTERIOR ELEVATION

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

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PROPOSED BATHROOM SECOND FLOOR INTERIOR ELEVATION

P L U M B I N G F I X T U R E S C H E D U L E MEN'S FIRST FLOOR

ACCESSORY SCHEDULE MEN'S BATHROOM FIRST FLOOR

BATHROOM / OFFICE FINISH SCHEDULE FIRST FLOOR

ACCESSORY SCHEDULE WOMEN'S BATHROOMS #1 & #2

FINISH SCHEDULE WOMEN'S BATHROOMS #1 & #2

P L U M B I N G F I X T U R E S C H E D U L E WOMEN'S SECOND

FLOOR

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MARK

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FIXTURE

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REMARKS

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SH

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SHOWERHEAD

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NOTES:

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LAV-S-1

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WC

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WATER CLOSET (WALL HUNG)

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24" UNDERMOUNT SINK

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QUANTITY

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MFR./CATALOG NO.

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BATHROOM FAUCET SINK

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LAV-2

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CONTRACTOR TO INSTALL ALL OWNER PROVIDED FIXTURES.

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PLUMBING CONTRACTOR TO PROVIDED REQ'D VALVES.

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UR

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URINAL

AutoCAD SHX Text AMERICAN STANDARD. DECORUM EVERCLEAN URINAL SYSTEM W/ MANUAL PISTON FLUSH VALVE, 0.125 GPF/0.5 LPF 0.125 GFP

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SH-V

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SHOWER VALVE

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LAV-1

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LAV-S-2

AutoCAD SHX Text AMERICAN STANDARD. WATER SAVING MULTIFUNCTION RAIN SHOWERHEAD. CHROME. MODEL: 1660.650

AutoCAD SHX Text AMERICAN STANDARD. COLONY PRO VALVE SHOWER ONLY TRIM KIT W/ DOUBLE CERAMIC PRESSURE BALANCE. CHROME. MODEL: TU075507

AutoCAD SHX Text DELTA. 'COMMERCIAL' TWO HANDLE 8 IN CAST DECK-MOUNT FAUCET. MODEL: 26C3155. POLISHED CHROME. MODEL: 26C3155

AutoCAD SHX Text AMERICAN STANDARD. 'AFWALL' MILLENIUM WALL HUNG EVERCLEAN TOILET SYSTEM W/ TOUCHLESS PISTON FLUSH. MODEL: 3351660.020

AutoCAD SHX Text KRAUS. 24" UNDERMOUNT SINGLE BOWL LAUNDRY AND UTILITY SINK. KHU24L. STAIN STEEL. MODEL: KHU24L

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CONFIRM ALL SELECTIONS W/ OWNER PRIOR TO ORDERING

AutoCAD SHX Text NOTE: CONTRACTOR TO INCLUDE INSTALLATION COSTS OF ALL FINISHES AND FIXTURES. INCLUDING COORDINATION WITH SUB- CONTRACTORS.

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MARK

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FIXTURE

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MFR./CATALOG NO.

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MOUNT

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REMARKS

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MIRROR

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WELDED-FRAME TEMPERED GLASS MIRROR, SATIN FINISH. 24X36. MODEL B-2908

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VANITY

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QUANTITY

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TOILET PAPER HOLDER

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TB

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TPH

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TOWEL BAR

AutoCAD SHX Text BOCRICK. B-530. EXTRA HEAVY DUTY TOWEL BAR W/ CONCEALED MOUNTING AND SNAP FLANGE.

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CAESARSTONE. 1141 PURE WHITE. 30 MM.

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AMERICAN STANDARD. EDGEMERE. TOILET PAPER HOLDER.

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SOAP DISPENSER

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BOBRICK B-2112 CLASSIC SERIES SURFACE-MOUNTED SOAP DISPENSER.

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PAPER TOWEL DISPENSER

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BOBRICK B-4262 SURFACE-MOUNTED PAPER TOWEL DISPENSER, SATIN FINISH.

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PTD

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SD

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CR-1

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CURTAIN ROD

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LAMINATE PANEL

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LP

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BOBRICK. DURALINE SERIES. WALL-HUNG 3/4" COMPACT GRADE LAMINATE (CGL) PANEL.

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CEILING: SHOWER ROOM #1

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5/8" DRYWALL PAINTED WITH EPOXY PAINT.

AutoCAD SHX Text ALL LOCATIONS FLOOR TO CEILING TILE TO BE: PORCELAIN TILE (18X18 TILE) OVER 1/2" CEMENTITUOS BOARD. WHITE

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ALL BASE TRIM IS TO BE PORCELAIN 6" COVE BASE. WHITE.

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WALL BASE: ALL LOCATIONS

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SHOWER BASE

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SB

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AMERICAN STANDARD. TOWNSEND 48"X36" SHOWER BASE. SOLID SURFACE.

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FLOOR: SHOWER ROOM #1

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CEILING: SHOWER ROOM #2

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CEILING: VANITY / URINAL

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FLOOR: SHOWER ROOM #2

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FLOOR: VANITY / URINAL

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PORCELAIN TILE (18X18 TILE) CONFIRM W/ OWNER. WHITE.

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PORCELAIN TILE (18X18 TILE) CONFIRM W/ OWNER. WHITE.

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CEILING: LOCKER AREA

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FLOOR: LOCKER AREA

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5/8" DRYWALL PAINTED WITH EPOXY PAINT.

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CEILING: OFFICE AREA

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PORCELAIN TILE (18X18 TILE) CONFIRM W/ OWNER. WHITE.

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PORCELAIN TILE (18X18 TILE) CONFIRM W/ OWNER. WHITE.

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WALL TILE: ALL LOCATIONS

AutoCAD SHX Text ASSUME…

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