10615 EAST COLONIAL DRIVE ORLANDO, FLORIDA...10615 EAST COLONIAL DRIVE, ORLANDO, FLORIDA OUTLINE...

COLUMBIA CARE DISPENSARY 10615 EAST COLONIAL DRIVE

ORLANDO, FLORIDA

BY: ELTON+HAMPTON ARCHITECTS

103 TERRACE STREET

ROXBURY CROSSING, MA 02120 PR

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COLUMBIA CARE DISPENSARY Revised 4/22/19 March 10, 2019 10615 EAST COLONIAL DRIVE, ORLANDO, FLORIDA OUTLINE SPECIFICATIONS

ELTON+HAMPTON ARCHITECTS 2

MARCH 10, 2019

INVITATIONTOBIDDate: MARCH 12, 2018 Project: Columbia Care Florida 10615 East Colonial Drive, Orlando, Florida

Columbia Care is hereby soliciting competitive Bids for Construction services from you, and from other General Contractors (hereafter “Contractor” or “Contractors”), for the project referenced above. The objective of this Invitation to Bid is to provide Contractors with pertinent background information and documents necessary to develop a comprehensive Bid to provide services. The selected Contractor’s Bid will be incorporated into construction agreement based on a Lump Sum basis. 1. Project Description: The proposed scope of work consists of approximately 4723 Useable Square Foot interior build-out of a portion of the structure at 10615 East Colonial Drive, Orlando, FL. The work includes, but is not limited to demolition, new partitions, ceilings, new roofing, new windows, new exterior drive through, light fixtures, new power/data, security wiring, finishes, plumbing fixtures, millwork, fire alarm, limited site work, and new mechanical ductwork and equipment. 2. Bid Documents: The documents forming the basis for Bids are comprised of all of the following: - This Invitation to Bid Document - The Construction Agreements listed in section 4 below - The Contract Documents prepared by Elton Hampton Architects (“Architect”), and Bergmann Associates Consulting Engineers (“MEP Engineer”) dated March XX, 2019

o Architectural Drawings o MEP Drawings

Neither Owner, Project Manager nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bid Documents. All Bidding Contractors and Sub-Contractors will be responsible for any and all reproduction costs associated with preparation of bids. Bid Documents will be emailed to all perspective bidders via Procore.com file link. 3. Bid Process and Project Schedule:

Invitation to Bid: March X, 2019 Project Walk thru: March X, 2019 (time TBD) Questions due to EHA Architects: March X, 2019 (5:00 PM EDT) Bids due to Columbia Care: March X, 2019 (5:00 PM EDT) Contractor selection (Bid Award): April X, 2019 Construction start date: April X, 2019 Construction duration (# of weeks): 10 weeks Bids will be opened in private. Bidders may not be present. Bids may not be withdrawn for 30 calendar days after receipt of bids. Announcements of bid results will be made within 14 days after receipt of bids. A bid security is not required.



A Performance Bond, Payment Bond, and Lien Bond are required. Each bidder shall submit evidence of bond-ability for the entire value of the work. Bonds must be executed by a surety company licensed to do business at the location of the project. Bond form shall be AIA Document A312. Note a 15% Letter of Credit is a permissible alternate.

4. Construction Agreement: The construction agreement shall be AIA Document A133-2009, Standard Form of Agreement Between Owner and Contractor, where the basis of payment is a Cost of the Work Plus a Fee with a Guaranteed Maximum Price and AIA Document A201-2007, General Conditions of the Contract for Construction.

5. Scope of Services: A. Bid Phase - During the subcontractor Bid process, Contractor shall:

- Prepare scope of work and phasing documentation for all major trades - Pre-qualify financially sound subcontractors available for consideration on the project. - Attend job walks of project premises, with key subcontractors as required and as approved by Project

Manager. - Provide a construction schedule based on the construction start and substantial completion dates

noted above. B. Pre-Construction Phase - During the Pre-Construction phase, Contractor shall:

- Apply for and obtain all necessary construction permits. - Submit all required Certificates of Insurance as required by Landlord.

C. Construction Phase - During the construction phase, Contractor shall:

- Schedule, attend, and document weekly Owner-Architect-Contractor meetings - Attend site coordination meetings. Provide safety monitoring - Obtain, review, distribute, and adhere to all tenant and landlord rules and regulations - Verify labor and materials for subcontractor’s scope of work - Provide construction contract administration and project management and coordination, including

evaluation of progress and subcontractor performance - Provide cost control monitoring. Issue cost and schedule status reports. Submit requests for payment

using AIA Document form G-702, Application and Certificate for Payment, with sufficient detail for Architect’s and Owner’s approval

- Provide construction phase project records (RFIs, jobsite reports and logs, required submittals/logs) - Provide on-site management and full-time project supervision - Coordinate and schedule Owner, Landlord and Contractor’s suppliers/vendors, which may include

data cabling, security, audio-visual, signage, and furniture installation - Coordinate construction inspections and implement quality assurance procedures - Maintain building permits on-site, coordinate inspections. Obtain occupancy permits and applicable

notices (including Notice of Completion). Post notices as required - Assist in coordinating owner’s direct vendors and incorporate items provided by these vendors into the

construction schedule

D. Close-Out Phase - At the conclusion of the project, Contractor shall: - Generate, review with Owner, Architect and Project Manager, and then correct deficiency

list(s)/punchlist(s) - Provide financial close-out documents per the General Conditions of the Contract for Construction - Issue all Final lien waivers as required for final payments. - Issue contract closeout package including electronic and hard copies of air-balance reports,

Mechanical, Electrical, Plumbing, and Life-Safety “as-built” drawings, warranties, and maintenance



manuals, copies of “job cards” with sign-off by Agencies having Jurisdiction, and certificate of occupancy to Owner, Landlord, and Architect

6. Inquiries: All correspondence concerning this Bid should be directed in writing to: [email protected] and [email protected] by the date indicated in Section 3 above. Phone calls are acceptable. If questions arise that materially affect Bids or the content of this Invitation to Bid, a summary of the questions and a clarification response or Addenda will be distributed to each known Bidder for their consideration. 7. Bid Format: (Refer to attached Excel sheet) 8. Bid Submission Requirements: Please provide the following information as part of your Bid:

- Bid summary, formatted per Section 7. (Refer to attached Excel sheet) - Acknowledgement of receipt of all Addenda and clarifications (if any) - List of exclusion (if any) - Construction Schedule - Certificates of Insurance

Bid submittals shall be in email format to [email protected] with a copy to [email protected] Contractors are solely responsible for ensuring timely and correct delivery of their Bid. Bids must be received by the date indicated in Section 3 above. Late Bids will not be considered. Bids will be opened and reviewed by Owner, Project Manager and Architect. Bidders will be notified of any questions and of the final selection (award) via email. 9. Confidentiality: This Invitation to Bid contains selected information pertaining to the proposed project and is confidential in nature. By receipt of this document, Contractor and their Sub-contractors agree that its contents are of a confidential nature, that they will hold and treat it in the strictest confidence and will not disclose any of the Bid documents to any other entity without the prior written authorization of the Owner. Contractor and their Sub-contractors will also not use this Bid document or its contents for any other purpose than the preparation of Bids, or in any manner detrimental to the interest of the Owner, Elton Hampton Architects or others associated with the Project. 10. Acceptance: This Invitation to Bid is issued with the condition, mutual agreement and understanding that Owner reserves the right to reject any or all Bids submitted, the right to award the Work to a Contractor other than the least cost Contractor, the right to award portions of the Work only, the right to award Work on terms other than these described herein, and the right to waive any and all requirements or formalities of this Bid process at any time. Thank you for your interest in the project. If you have any questions or do not wish to submit a Bid, please let us know as soon as possible. Sincerely, Bruce Hampton Elton Hampton Architects [email protected]



DIVISION 0 SUMMARY: The Project at 10615 East Colonial Drive, Orlando, Florida, is the fit out of an existing retail space in an existing former, vacated restaurant. The basic scope is: A licensed dispensary for medical marijuana under Department of Health regulations to include accessible entry, vestibule, waiting area, toilet, sales area and related offices, service areas, patient consultation space, storage, vault, drive through, and secure delivery areas. It is anticipated that the project will proceed as a bid project with the chosen contractors working with the client and architect as a team. The Client has engaged his own security experts for cameras and controls and the Contractor chosen will coordinate all work with the Owner’s security experts.



DIVISION 1 GENERAL REQUIREMENTS:

1. DOCUMENTS: Except where authorized exceptions have been made due to un-changeable existing conditions, the plans, details, and specifications for the project are designed to meet or exceed the requirements of the Florida State Building Code.

2. LOCAL CONDITIONS: The Architect must be apprised of any local conditions or requirements that require modifications to the plans, details and specifications.

3. DESIGN CRITERIA for this project are as follows: a. Seismic Load: Ss= 0.0.052g Si= 0.027g b. Wind Load: 130 MPH

A. Scope:

1. It is the responsibility of the General Contractor to inspect the building site to familiarize himself and/or herself with all existing site conditions. Failure to do so will not be accepted as a basis for claims or related Change Orders during the progress of the work.

2. All work and materials shall conform to the current requirements of the Florida Building Code, and all other applicable local, state and federal Codes and Ordinances – latest edition.

3. The Contractor shall provide all labor, materials, and incidentals necessary to provide the Owner with a 100% complete project except for work or materials that is excluded as being by Owner.

4. The Contractor shall secure and pay for all permits, fees, and licenses necessary to do the work except as noted as otherwise.

5. The Contractor shall coordinate work of all trades. 6. The Contractor shall provide a staging plan in cooperation with Columbia Care. 7. The Contractor shall provide temporary facilities and utilities per the contract. 8. The Contractor is responsible for securing the site and for the costs of any on site vandalism or

theft at all times during the construction contract. 9. The Contractor is responsible for construction waste management program that shall divert 75%

by value of all construction waste from landfills. 10. The Contractor shall institute an integrated pest management practice in coordination with the

Owner. 11. The Contractor is responsible for verifying all dimensions in the field before ordering any

materials or fabricating items. 12. The Contractor is responsible for obtaining approval from the Architect and Owner for

substitutions of equal products and/or deviations from drawings. 13. The Contractor shall, with the Architect, conduct weekly job meetings at the site, or as deemed

required, and will include representatives of the sub contractors at such meetings whenever necessary.

14. The Contractor will need to provide invoices and labor costs to the Owner who shall apply for EnergyStar and various utility rebates for lighting fixtures, appliances, heating equipment, windows, and any other energy saving improvements wherever eligible.

4. Permits: a. Apply for, obtain, and pay for building permits, other permits and fees, and known utility

company backcharges required to perform the work. Submit copies to Architect. b. General Contractor will not be responsible to pay for unknown utility fees and backcharges.

5. Intent: a. Drawings and specifications are intended to provide the basis for the proper completion of the

Project suitable for the intended use of the Owner. b. Items not expressly set forth but which are reasonably implied or necessary for the proper

performance of this work shall be included. c. In the event of conflicts within the drawings or specifications, or between the drawings and this

specification, the more stringent requirement shall apply, unless otherwise determined by the Architect.



d. Writing Style: Specifications are written in the imperative mode. Except where specifically intended otherwise, the subject of all imperative statements is the Contractor. For example, ‘Provide xyz’ means ‘Contractor shall provide xyz’.

6. Coordination:

a. Coordinate the work of all trades and ensure that overlapping/related areas of responsibility are fully covered so that all structures and systems are installed properly and perform as expected.

b. Verify location of utilities and existing conditions. Notify Architect of conditions differing from those indicated on the Drawings.

c. Verify dimensions on Drawings with dimensions at the Project. Do not scale Drawings.

7. Cutting and Patching: a. Provide cutting and patching work to properly complete the Project. a. Do not remove or alter structural components without written approval. b. Cut with tools appropriate for materials to be cut to produce neat openings and to minimize

damage to surrounding areas. c. Patch with materials and methods to produce patch which is not visible from a distance of five

feet. d. Do not cut and patch in a manner that would result in a failure of the work to perform as

intended, decrease fire performance, decrease acoustical performance, decrease energy performance, decrease operational life, or decrease safety factors.

8. Field Engineering: a. Verify and locate utilities, existing facilities, and equipment. b. Survey and layout the improvements, utilities, structures, and components.

9. Project Meetings:

a. Arrange for a preconstruction conference prior to start of construction. Meeting shall be attended by Owner, Architect, Contractor, and major subcontractors.

b. Arrange for weekly or two-week (as determined by the Team) progress meetings during construction, and prior to application for payment.

c. The GC will record minutes and distribute promptly.

10. Submittals: a. Submit a project schedule within 30 days of contract signing and update at least

monthly. b. The product submittal process:

i. Submit for approval all product submittals listed in individual sections, shop drawingsreviewed and annotated by the Contractor; product data, copies of test reports, copies ofwarranties,andanyotherrelevantsubmittal.

ii. TheprocesswillbelargelypaperlessandperformedthroughemailwiththeuseofPDF’s.iii. Submitoriginal filesdirectly fromthemanufacturerordownloaded fromtheirwebsites. If

scans are unavoidable the content must be clear and very readable. Difficult to readsubmittalswillberejected.

iv. ThesubjectoftheemailANDthesubmittalsarerequiredtobenamed&numberedafterthedivisioninthespecificationwherepossible.TheArchitectwilldirectthecontractoronexactnamingsystemforeaseoffilingandretrieval.

v. Physicalsamples,colorcharts,etcwillalsoberequired.vi. Large format submittalsmay still need tobe submitted inhard copy inwhich caseno less

than3copiesarerequired;twoforthearchitect/ownerandoneforreturntotheGC.vii. Includedetailsofconstructionandadjacentconstructioninshopdrawings.viii. Clearlyindicateanydeviationsfromrequirementsofthecontractdocuments.



ix. Fabricatematerialsfromapprovedshopdrawingsonly.11. Quality Assurance:

a. All work is to be performed in a professional and workman-like manner where no one damages the work of other trades and is responsible for cleaning any debris caused by his or her labor.

b. All work, when finished, should be free of defects both in appearance and in operation. c. Comply with applicable codes, regulations, ordinances and requirements of authorities having

jurisdiction, including accessibility guidelines where applicable. Submit copies of inspection reports, notices and similar documents to Architect.

d. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years

e. Use experienced installers. Furnish evidence of experience if requested f. Deliver, handle, and store materials in strict accordance with manufacturer's instructions. g. Use of any supplier or subcontractor is subject to Owner's approval. h. Engage and pay for testing agencies as required. Refer to individual sections for additional

requirements 12. Temporary Facilities:

a. Provide temporary facilities and connections as required for the proper completion of the project.

b. Provide and maintain temporary utility services. c. Meter and pay for utility service. Do not waste. d. Provide temporary protection for adjacent areas to prevent contamination by construction dust

and debris. e. Provide temporary barricades as necessary to ensure protection of the public. f. Provide suitable waste disposal and recycling units and empty regularly. g. Do not permit accumulation of trash and waste materials. h. Provide temporary sanitary facilities. i. Provide construction fencing. j. Maintain egress within and around construction areas. k. Maintain fire alarm systems in operation during construction. l. Provide fire extinguishers in work areas during construction. m. Provide temporary protection for adjacent construction. Promptly repair any damage at no

additional cost to the Owner. n. Provide pest management as required. o. Provide temporary heat and enclosure during winter conditions (northern climates).

13. Products and Substitutions:

a. Substitutions of alternate methods, materials, and products for those required by the plans and this specification will only be permitted when the proposed substitute is of equivalent (or better) quality, appearance, and function, as determined by the Architect, and will require the prior written approval of the Architect.

b. Provide products and materials specified. Request Architect's selection of colors and accessories in sufficient time to avoid delaying progress of the work.

c. Submit requests for substitutions shall be in writing, including reasons. Submit sufficient information for Architect to evaluate proposed substitution.

d. Remove and replace work which does not conform to the contract documents at no additional expense to the Owner.

14. Installation: a. Inspect substrates and report unsatisfactory conditions in writing. b. Do not proceed until unsatisfactory conditions have been corrected. c. Take field measurements prior to fabrication where practical. Form to required shapes and

sizes with true edges, lines and angles. Provide inserts and templates as needed for work of other trades.



d. Install materials in exact accordance with manufacturer's instructions and approved submittals.

e. Install materials in proper relation with adjacent construction and with proper appearance. f. Restore units damaged during installation. Replace units which cannot be restored at no

additional expense to the Owner. g. Refer to additional installation requirements and tolerances specified under individual

specification sections.

15. Closeout: a. Prepare punchlist for remaining work for review by the Architect. b. Complete punchlist items promptly at no additional expense to the Owner. If the Architect

is required to ‘punch’ any and all portions of the project more than two times the time will be billed as additional services to the Contractor and credited from the contract.

c. Submit accurate record documents of building and site. d. Submit two copies each of operating manuals, maintenance manuals, and warranty

information. e. Obtain and submit copy of occupancy permits. f. Train Owner in use of ALL building systems. g. Remove temporary facilities and provide final cleaning and touch-up. Ensure that both

exterior and interior are clean and ready to move in. h. Provide basic commissioning including, but not limited to, hot water testing, HVAC testing

and balancing reports, start-up reports, etc. i. Restore portions of building, site improvements, landscaping and other items damaged by

construction operations to the satisfaction of the Architect at no additional expense to the Owner.

j. Release of construction retainage will be conditioned upon the following: Architect’s certificate of substantial completion, issuance of Occupancy Permit by the local building department, final executed lien waivers from the General Contractor and all subcontractors performing work on the project.

16. Allowances a. Include scheduled allowances in the project cost; allowance is for cost of materials only,

delivered and unloaded at the site. Installation and all other costs are to be included in base price and separate from allowance amounts.

b. Submit invoices to indicate actual quantities of materials delivered and costs. Indicate amounts of applicable trade discounts.

c. Allowances: i. Exterior sign allowance (see Div 10)

17. Alternates a. Submit price for each alternate. Include cost of modifications to other work to accommodate

alternate and include GC Overhead and Profit. Owner will determine which alternates are selected for inclusion in the Project.

b. Alternates: ADD/DEDUCT Alternates for this project are included within spec divisions:

i. Division 10 Specialties: Electrical hand dryer (Dyson Airblade V or approved eq) ii. Division 16 Electrical: Add Alternate for pulling low voltage wiring for security system.



18. Unit prices

a. Compensation for all work required under this Section and not specifically covered elsewhere,

shall be included in the Contract Lump Sum Price for earthwork. For purposes of adjusting the scope of foundation construction, the Unit Price Schedule shall include both add and deduct Unit Prices as follows:

i. Open Excavation per C.Y. ii. Trench Excavation per C.Y. iii. Ledge Removal per C.Y. in ground iv. Off-site Disposal of Excess Existing Fill Material per Ton at an Unlined Landfill. v. Off-site Disposal of Excess Regulated Fill Material per Ton. vi. Gravel Borrow, In-Place, from Off-Site Source per C.Y. vii. Crushed Stone, In-Place, from Off-Site Source per C.Y. viii. Structural Fill, In-Place, from On-Site Source per C.Y. ix. Ordinary Fill, In-Place, from On-Site Source per C.Y. x. The cutting and capping of possible existing and obsolete water services per local

Water and Sewer Guidelines xi. Plugging obsolete sewer laterals, if found, per local Water and Sewer Guidelines xii. New exposed aggregate concrete walkways per S.F.

` b. Except as noted otherwise, all unit prices shall be based upon volumes measured in-place

and shall include all costs associated with furnishing, transporting, placement and compaction of fill materials. For removal of reinforced concrete, the unit price shall include legal off-site disposal

c. Include unit price for the following work:

i. Duplex outlets ii. Telephone outlets iii. Cable TV outlets iv. Combo TV/power outlets v. Low voltage runs vi. Added or deleted camera location vii. Resilient rubber floor per square foot viii. GWB soffit per square foot of exposed surface

19. Conditions Of Contract

a. Owner Contractor Agreement: i. AIA A133-2009, Cost of the Work plus a fee with a Guaranteed Maximum Price.

b. General Conditions: ii. AIA A201-2007, for Construction.

20. Monthly Requisitions:

a. AIA G702 for Requisitions b. AIA G 703 for Continuation Sheets

21. Proposed Change Orders and Change Orders:

a. AIA formats to be agreed upon by Architect, Owner, and Contractor. Lien Waivers from GC and major Subs :

a. AIA G706A Contractor’s Affidavit of Release (Waiver) of Liens Form. Forms for monthly conditional lien waivers and final lien waivers for GC and all subcontractors to be provided by Owner.



22. Retainage:

a. The construction contract for the Project shall require 10% retainage until 50% completion and 5% retainage thereafter making 7.5% the total end retainage. There will not be a payment at 50% complete to reduce retainage from 10% to 5%.



DIVISION 2A SITE WORK 1. ALL SITE WORK is the responsibility of the General Contractor as well as the protection of existing and

neighboring properties. 2. LANDSCAPE

a. Scope: i. Restore any plantings due to site improvements at paving/fencing/generator pad ii. Demo to existing trees & Shrubs per Plan. New 2 trees & 2 shrubs: Type to be determined

3. SITE WORK

a. Provide slab, bollards, and chainlink enclosure for generator per plans b. Provide signage for exterior handicap parking and for loading zone prohibitions. c. Coordinate existing electrical to pylon sign to be installed per plans d. Include all work specified on Civil and Architectural drawings for the re-paving, re-striping, and

construction of the new drive-through window and canopy.

4. CHAINLINK FENCING (SEE METALS)



DIVISION 2B DEMOLITION

1. ALL DEMOLITION WORK and engineering is the responsibility of the General Contractor. A. Scope

1. Waste management plan diverting 75% from the disposal stream. Submittals required. 2. Shoring where needed to remove bearing wall if required 3. New openings in the building envelope for vents and exhausts as needed 4. Removal and legal disposal of all construction materials per all City, State and Federal

regulations 5. Hazmat removal is not part of this contract. 6. Provide slab demolition as indicated for plumbing drains. 7. Protect building elements to remain during demolition 8. Removal of roofing and preparation of roof for 100% new roofing 9. Removal of windows and doors indicated on plans 10. Removal of ceiling tiles and grid per plans in designated areas. 11. Removal of unused ductwork, electrical work, and plumbing lines and obsolete equipment. 12. Removal of cabinetry, plumbing, and unused appliances 13. Remove all flooring finishes noted. Remove all ceramic tile and prep slab for polished

concrete finish. See plans and schedules for new floor finishes. 14. Demo all HVAC, Electric and Plumbing per plans 15. Fully gut interior to completely exposed structure.



DIVISION 3 CONCRETE

A. Scope: . 1. Provide slab repairs and/or new infill for plumbing pipes or generator conduits. See plans and

specs. 2. Provide housekeeping pad for standby power generator

B. Materials: 1. Concrete for flat work shall be min. 4000 psi.



DIVISION 4 MASONRY

A. Scope: Repairs to existing masonry shall be by the Landlord’s forces as required.

B. Materials: 1. Paint repairs to match existing.



DIVISION 5 METALS 1. ALL NAILS, SCREWS, BOLTS and other fasteners required for the installation of the building

materials are to be included by the Contractor in each section of the work. Provide any steel reinforcing required for the foundations or masonry opening lintels.

A. Scope 1. Structural angles, anchor bolts, and related steel attachment accessories. 2. Bearing plates 3. Light gauge steel framing for non-load bearing interior partitions 4. Steel framing for canopy roof. 5. Steel mesh and fasteners for vault construction per plans 6. Repairs to gutters shall be per plans: Aluminum gutters, deflectors and downspouts. 7. Chain link gates and hardware for side yard and rear loading area and for generator surround. 8. New roofing for existing roof and for new drivethrough canopy.

B. Materials. 1. Structural Steel shall be designed and fabricated in accordance w/ structural specifications of

certified construction documents. Steel shall be specified with 80% recycled content. 2. Anchor bolts and accessories for attachment of steel shall be designed and installed per ASTM

specifications. 3. A36 Hot dipped galvanized steel angle irons per framing plans at new openings in the masonry

walls 4. A36 steel bearing plates with anchor bolts per framing details 5. Steel Joists/Rafters shall be Galvanized C-shaped loading-bearing steel joists, 18 GA or heavier

with manufacturer recommended anchors, clips and fasteners. 6. Steel studs for the framing of non-load bearing interior partitions will be no thinner than 22

gauge, spaced at 16” o.c., and conform to ASTM A-653, A-924, A-568. Installation per ASTM C 754 & C-1002

7. Steel mesh shall be Barrier Mesh BM75 13 GA with ¾” diamond pattern. Type II Class 2-Galvanized with BM-Clip Barrier Mesh Clips. (ClarkDietrich or approved equal).

8. Sheet Aluminum: ASTM B 209, alloy 3003, clear anodized, 20 gauge (.0359 inch). 9. Coil Stock shall be factory prefinished minimum .020 inch. 10. New standing seam roof. Break metal shall be .032 min. 11. Aluminum gutters: by roofing contractor within this contract. 12. Downspouts: by roofing contractor within this contract 13. Drip Edge: by roofing contractor within this contract. .032 Aluminum min. 14. Extruded Aluminum: 6063-T52, clear anodized, 0.080 inches for primary legs of extrusion. 15. Metal framing connectors: (at posts and beams) by Kant Sag, Simpson Co. or equal. All exterior

connectors to be hot dipped galvanized. 16. Chain Link for generator and gates:

a) Minimum Post Size and Maximum Spacing for Wind Velocity Pressure: Determine based on mesh size and pattern specified, and on the following minimum design wind pressures and according to CLFMI WLG 2445:

• Wind Speed: 130 mph (273 km/h). • Fence Height: 6 feet (3 m). • Line Post Group: IA, ASTM F 1043, Schedule 40 steel pipe. • Wind Exposure Category: II.

b) Steel Wire Fabric: Polymer-coated wire with a diameter of 0.148 inch (3.76 mm).

• Mesh Size: 2 inches (50 mm).



• Weight of Metallic (Zinc) Coating: ASTM A 392, Type II, Class 2, 2.0 oz./sq. ft. (610 g/sq. m) with zinc coating applied after weaving.

c) Fittings • General: Comply with ASTM F 626. • Post and Line Caps: Provide for each post. • Rail and Brace Ends: Attach rails securely to each gate, corner, pull, and end

post. • Rail Fittings: Provide the following: • Top Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches

(152 mm) long. • Rail Clamps: Line and corner boulevard clamps for connecting intermediate

and bottom rails in the fence line-to-line posts. • Tension Bars: Steel, length not less than 2 inches (50 mm) shorter than full

height of chain-link fabric. Provide one bar for each gate and end post, and two for each corner and pull post, unless fabric is integrally woven into post.



DIVISION 6 WOOD AND PLASTICS

A. Scope: as required per plans 1. Structural framing including studs and headers (interior walls may be metal stud, See Metals) 2. Blocking for handrails and bathroom accessories and strapping as required for cabinets,

counters, grab bars, etc. 3. Roofing repairs per plans 4. Wood suspended slats per plan 5. Solid surfacing counter tops for Point of Sales counters (see Div. 12)

B. Materials:

1. All Lumber: kiln dried, kept dry, moisture content of 19% or less, warp-free, except PPT that should be used as soon after treatment as possible.

2. No tropical woods shall be used. 3. Composite woods shall be low formaldehyde or No added urea formaldehyde (NAUF). 4. Interior Bearing Wall Framing: 2x4 & 2x6 framing @ 16" o/c or as per plans. Surface dried SPF

Stud grade or better (or equal) or recycled content steel studs, 16 gauge (.0598 inch) and heavier.

5. Plastic Laminate: Countertops shall be exterior or marine plywood substrate. WilsonArt, Plastic Laminate or equal. Plastic laminate backsplash. Provide alternate pricing for solid surfacing service counters.

6. Solid surfacing for POS countertops. Caesar Stone or approved equal. 7. Closet Shelves: 16-inch wide MDF shelves with un-painted fir coat hanger rod. 8. Interior door & window casing: Drywall returns. Match existing aprons, sills, etc. 9. Sound Wall: Staggered metal @ 12” o.c. recycled content steel studs, 16 gauge (.0598 inch)

and heavier. One-hour fire-resistant wall between tenant occupancies unless noted otherwise. 10. 5/4” x 6” Poplar for suspended slats at approx. 18” o/c with blocking at approximately 6’-0” o/c



DIVISION 7 THERMAL AND MOISTURE PROTECTION A. Scope

1. Mineral Fiber or Formaldehyde free fiberglass batt for sound attenuation at all bathroom walls and ceiling.

2. Acoustic Insulation: at existing walls separating front of house and rear, when work is opened up.

3. Flashing and sealants (urethanes and commercial grade silicones only) on new work 4. Integrated Pest Management to include at a minimum:

• Preventing rodent access through holes in exterior and foundations • Elimination of water leaks throughout the structures • Use appropriate materials: steel wool, sealants, and boric acid • Seal all exposed vertical and horizontal holes in walls and floors.

5. Closed cell foam exterior walls when opened up. 6. New standing seam roofing for all sloped roof replacement 7. New 60 mil single ply membrane roof for flat roof replacement. 8. Assume 10% allowance for roofing sheathing replacement. 9. Roof Accessories 10. Roof insulation for flat roof, sloped rafter roof.

B. Materials 1. Friction-fit Batt Insulation: unfaced , Roxul Mineral Fiber or Johns Manville Formaldehyde-free

Sound Control Fiber Glass Batts or equal for sound attenuation: i. 3-1/2” for corridor/tenant walls

2. Plumbing Stack walls: 3" sound absorbing rock wool acoustic insulation. 3. Acoustic Insulation: acoustical batt insulation, STC 50. Use at bathroom walls and ceilings and

between tenant spaces and common areas when walls are opened. 4. Hot and cold water & heat supply lines: 1" Armaflex rigid insulation. 5. Demilec HeatLok Soy 2000plus closed cell spray insulation plus BlazeLok TBX intumescent

coating for wall or ceiling foam if opened up. (See plans) 6. Exterior & interior wall penetrations: spray foam polyurethane gap sealer. 7. 60 mil EPDM (white) or TPO, Rhinobond attachment or approved equal (Carlisle, GAF or

JohnsMansville). Insulation Board shall be polyisocyanurate or extruded polystyrene. Tapered insulation as required by application. Walkway protection compatible with roofing.

8. Standing Seam roofing: ASTM B209, alloy 3003-H14 with Fluoropolymer Kynar 500 finish or approved equal. Building paper or asphalt saturated organic felt underlayment. Bituthane flashings for all transitions/vertical parapets and for complete cover at low slopes.

9. Equipment curbs for all mechanical equipment (see Mechanical plans) 10. Insulated metal hatch/lids per plans. 11. STC Ratings: 50 min. between tenants and between Front of House and Back of House spaces. 12. Air Tightness: Special attention shall be paid to the sealing of shafts and separation walls. 13. Sealants and draft stop material applied per manufacturer's instructions: urethanes and

commercial grade silicones: Sika-flex, Tremco, etc. All sealants shall be low VOC meeting South Coast Air Quality Management requirements.



DIVISION 8 DOORS AND WINDOWS

A. Scope 1. Exterior Doors to be reworked per plan. Contractor to repair existing doors indicated and install

or replace electric strikes and controls. Coordinate with Client’s security vendor. 2. Interior Tenant and Closet Doors: swing doors, sizes noted in the plans and schedules 3. Replacement windows to match existing functions 4. Storefront interior framing and glazing. 5. Door and Window Hardware, thresholds, and weather stripping. New weatherstripping for all

exterior doors. 6. Add privacy and security films per plan (See Division 10) 7. Note: Door hardware shall be #722 Black Oxidized Bronze, oil rubbed, or approved equal. 8. Drive Thru window shall be furnished and installed by GC.

B. Materials

1. Provide privacy & security films per plan. (See Division 10) 2. Interior Storefront shall be dark bronze : Tubelite by Aroyan, Inc., Kawneer or approved eq. 3. Interior Doors: A-40 Galvanealed Steel, 16 ga, Knock-down frames and 18 GA interior metal

door, La Fontaine Industries or approved equal. Smooth surface finish with baked on rust inhibiting based on primer.

4. Replacement windows, EFCO Corp., Graham or approved equal. Thermo-break frame, function to match existing, Commercial Grade, Insulating glass (Solarban 60 or eq.), with bronze anodized finish. Aluminum insect screen for operable units.

5. No tropical woods or tropical veneers shall be used. 6. Stops: All doors to have floor or wall mounted stops. 7. Door Hardware (All Columbia Care exterior doors require new door lock hardware and electric

strikes) a. Corbin-Russwin CL 3800 series throughout per door schedule, Master keyed with interchangeable cores, #722 Black Oxidized Bronze, oil rubbed finish, and “Princeton” lever style b. Von Duprin rim panic releases # 35A per schedule. Flat Black (US19) c. Door stops (at all doors) to be floor-mounted where possible. No hinge mounted door stops will be accepted. d. Card or Fob reader releases per door schedule and security plan. Releases shall be RCI 0162 Rim Strike, and S65 Electric Strike.

8. Drive Thru combination window/drawer shall be Coventry Security Equipment (CSE) CSE-QS-PCJ-130 Mini L1 Combo in Dark Bronze. Or approved equal. https://covenantsecurityequipment.com/collections/combo-drawer-and-window/products/secure-transaction-station-qsp-713s-mini-combo?variant=315887714324



DIVISION 9 FINISHES A. Scope

1. Gypsum Board: where new work is performed: 5/8” type-x gypsum wallboard throughout. Ceiling and walls to be smooth taped with a smooth finish unless noted otherwise. RC-1 resilient channels at all hard ceilings.

2. ACT or suspended ceilings to be installed for ceilings per reflected ceiling plans. 3. Cementitious backer board at new tiled wall surfaces. 4. Ceramic Tile

a. 3” x 6” subway tile for bathroom wainscoting with 6x6 cove base to match. Top edges shall be finished with Schluter edge.

b. Penny Round unglazed porcelain floor tile: Daltile, Merola, Bedrosian, or approved eq. c. Floor leveler per manufacturer specs. d. Note: New existing bathroom tile to remain in toilets that remain.

5. Resilient Tile 12” x 12” if specified on flooring plan/schedules a. Forbo MCT, Johnsonite rubber or approved eq. for resilient tiles (no vinyl).

6. Johnsonite rubber base or approved equal at concrete and resilient floors. 7. Painting: interior throughout including upper ceiling in Front of House and

conduits/ductwork/exposed utilities. 8. Poplar for decorative surfaces per plan 9. Concrete shall be ground smooth, polished and sealed. B. Materials 1. GWB shall be 80% or better recycled content: 5/8", Firecode ‘Type X’, mold resistant in areas

without tile in full bathrooms (drywall shall be paperless). Cement-based backer board at tiled surfaces.

2. Ceiling Panels: 24x24 ACT, CertainTeed Cashmere High NRC Mineral fiber, with beveled reveal edge.

3. Ceramic tile: Daltile, Merola, Bedrosian or approved equal: • Penny Round floor tile shall be: Hudson Penny Round Matte Black 12 in. x 12-5/8 in. x 5

mm Porcelain Mosaic Tile • Floor grout shall be TEC Raven. • Ceramic wall tile for wainscot shall be 3” x 6” subway tile in white matte finish. 6x6 Cove

base to match. • Schluter edge to finish top edge (square edge, brushed nickel to match tile thickness). • Wall tile grout shall be sealed with low VOC sealant (TEC Charcoal Gray)

4. 12” x 12” x 1/8” marbled rubber floor by Johnsonite or equal. Alternate: Forbo MCT composite

resilient tile #649 Eiger. 5. Apply paint in a professional manner where all lumps and voids are eliminated prior to final coat.

Paint to be “brush applied” or sprayed to all woodwork, door slabs, and ironwork. No roller. 6. Painting Interior (low or no VOC’s), Dunn Edwards, Sherwin Williams or equal: meeting

GreenSeal Standards, GS-11: See paint schedule C next page. • Ceilings: 1 coat latex primer, 1 coat flat ceiling paint. • Walls: 1 coat latex primer, 2 coats latex egg shell. • Bathrooms: 1 coat latex primer, 2 coats semi-gloss enamel. • Woodwork: 1 coat enamel undercoat, 2 coats semi-gloss enamel.

• Painting Exterior: Dunn Edwards or Sherwin Williams Dove White (see manufacturer’s recommendation for exterior surfaces).

• Concrete floor sealer shall be Kemiko Stone Tone Sealer or approved eq. Floor finish quality shall be Level 3, 800 grit, medium gloss.

• All adhesives shall be VOC compliant



C. Schedule

PaintSchedule

Item Manufacturer No. Name Finish

Walls

DunnEdwards DE6373 Porpoise SatinSheen

RestroomsaboveWainscot

DunnEdwards DE6245 AgedJade SatinSheen

DoorFramesandDoorsandTrim

DunnEdwards DE6357 BlackTie SatinSheen

HardCeilings

DunnEdwards DEW380 White Flat

UpperCeiling/Ductwork/Conduits

DunnEdwards DE6357 BlackTie Flat

ExteriorRailings/InteriorSteel/Columns DunnEdwards DE6357 BlackTie SatinSheen

ExteriorSurfacesperplans DunnEdwards DEW380 White SatinSheen



DIVISION 10 SPECIALTIES

A. Scope 1. New Accessible Bathroom to have ADA compliant surface-mounted stainless steel-edged

mirror, toilet paper holder, coat hook, paper towel dispenser and grab bars. 2. Prepare, wire and install electronic hand dryer (provide alternate pricing for this item). 3. Closet shelf and rod. 4. Street Address Building Number (1 set of numbers per entry door). 5. Fire Extinguishers to be Class A. 6. Exterior signage and interior logo signage per plans. Entry doors lettering. Provided by

Columbia Care vendor. GC to coordinate and furnish electrical. 7. Interior Signage per plans. 8. Access Panel for Head End room ceiling shall be min. 24” x 24” and shall be air tight.

B. Materials 1. Accessible bath: Coat hook, 3 grab bars, toilet paper holder, paper towel dispenser, surface

mounted ADA 24” x 36” mirror by Bradley, Bobrick, Nutone, Basco, or equal. 2. Electric hand dryer ALTERNATE: Dyson Airblade V in Nickel finish. 3. Closet shelving: At coat closets the shelf is to be min. 12” deep with a 1-1/2” diameter

unpainted, fir closet pole. 4. Street Address Building Number(s): Water Cut Aluminum, 6” high, mounted on roof canopy. 5. Exterior signage: carry allowance of $10,000. 6. All wayfinding signage including directories, room or tenant ID’s, miscellaneous (electrical,

mechanical, sprinkler, janitor, etc), and egress signage. 7. Window films per plans.

a) 3M™ Fasara™: SH2FGSB Sabrina https://www.decorativefilm.com/3m-fasara-sh2fgsb-sabrina-50-high.

b) Security film shall be 3m Ultra S800 with 3M Impact Protection Attachment System or approved equal.

8. Access panel shall meet NFPA 80. C. Schedule

Bathroom Accessories ID Item Manufacturer Model No. Color Remarks

1 Lavatory WS Unlimited 60 white one hole sink 2 Faucet Sloan EAF-275 ISM Solis chrome see Plumbing Specs 3 Soap Dispenser ASI ASI 20365 Chrome Surface mtd. 4 Sanitary Waste/TP Bobrick B-3094 chrome Recessed 5 Grab Bar 18 Bradley 8120-001180 Stainless Safety Grip 6 Grab Bar 36 Bradley 8120-001360 Stainless Safety Grip 7 Grab Bar 42 Bradley 8120-001420 Stainless Safety Grip 8 Towel Dispenser Bobrick B029744 Stainless Recessed 9 Mirror 24 x 36 Bradley 781-2436 Stainless Flat: Max. 40" AFF

10 Trash receptacle* RubberMaid FGSH12EPLSM Stainless Free-standing 11 Purse Hook/Robe Hook Bradley 9125 Stainless

• supplied by Columbia Care



DIVISION 11 EQUIPMENT

A. Scope: 1. Appliances by Columbia Care, to be installed by Contractor.

B. Materials: 1. Appliances should be EnergyStar rated where applicable.



DIVISION 12 FURNISHINGS

A. Scope 1. Kitchen cabinet casework 2. Plastic laminated countertops, backsplash, and backsplash per plans 3. Interior Window treatment by Columbia Care 4. Display cases and sales counters shall be furnished by Client to be coordinated and installed by

GC. 5. Employee lockers, office furniture, conference room furniture, patient consult room furniture,

break room furniture, and waiting room furniture per plan by Columbia Care. 6. Whiteboards, wall graphics, felt boards, vertical files, key cabinets, walk off mats, anti fatigue

mats, clock, coat rack, broom/mop rack, vault/storage shelving, rolling work benches, appliances (break room, vault & POS), first aid kit, eye wash kit, furnished by Columbia Care to be installed by GC

7. Moss wall at reception: Preserved moss installation per plans 8. Sound system by Columbia Care vendor to be installed by GC 9. Safe per plan by Columbia Care 10. TVs per plan by Columbia Care, GC to provide power and signal per plans 11. Safes by Columbia Care to be bolted to the vault floor by GC.

B. Schedule of Owner supplied items: 1. Columbia Care will be supplying the following items for the dispensary project:

• allfrontofhousemillwork-shopdrawingpackageattached• allCastleSeedlightfixtures–cut-sheetsattached• breakroomappliances-(dishwasher,refrigerator,microwave)• alltv’s/monitors• patchpanelandITrack• allITequipment• graphics• brandingsignage(interiorandexterior)• displayfixtures• allvaultandreceivingshelving• alllockers• allfurniture• allsecuritywiringandequipment• safe

C. Materials` 1. Kitchen cabinetry: Frames to be made with formaldehyde free plywood with p-lam surfaces.

Armstrong, Crotone Metro HUD (NAUF) or Legacy Verde (NAUF) or approved equal. 2. Counters: high pressure, .050 thick, 1 piece (post-formed) plastic laminate, WilsonArt or equal,

countertop w/ integral 4" coved backsplash. 3. Displays and Point of Sales counters shall be per plan: clear coated Baltic Birch frames and

panels. Solid Surfacing tops with tempered glass inserts per plan. Patient facing side of counters shall be clear coated Poplar.

4. Solid Surfacing shall be CaesarStone or approved equal. 5. 16 GA steel lockers by Salisbury Industries or approved equal, furnished by Columbia Care to

be installed by GC 6. Moss Wall: Artisan Moss or approved equal. https://www.artisanmoss.com/gallery-

commercial/2/?envira_id=1631



7. Custom logo Waterhog walk off mat for entry (48” x 60”) and standard 24” x 36” for rear door: https://www.americanfloormats.com

8. Sonos amp (requires power and 14/2 wires) located within the POS stations and min. 4 JBL pendant speakers per plan (14/2 ga wire).

9. Each safe comes with 4 anchor holes in the bottom and safe vendor will supply anchors. AMESEC BWB4020FL: http://www.amsecusa.com/product/bwb4020fl/



DIVISION 13 SPECIAL CONSTRUCTION N/A



DIVISION 14 CONVEYING EQUIPMENT N/A



DIVISION 15A PLUMBING (complete specifications are on plans)

Plumbing demolition and renovation work will be done per the 2017 Florida Building Code 6th Edition, 2014 National Electrical Code, 2017 Florida Building Code/Plumbing-Fuel/Gas 6th Edition, 2017 Florida Building Code/Mechanical 6th Edition, and 2017 Florida Building Code/Accessibility 6th Edition. Listed below are specific items related to this site: 1. Provide plumbing fixtures, water heater, piping, insulation, etc. per plumbing drawings. 2. Provide sanitary piping to the new drain locations (i.e. new bathroom, mop sink, kitchen sink)

and connect new fixtures to the existing sanitary drain pipe. 3. Provide vent piping to new fixtures and connect to the existing vent thru roof. 4. Hot and cold water piping w/ hammer arrestors.

a. Insulate hot water and hot water recirculation plumbing piping per drawing schedule. b. Insulate new cold water piping per drawing schedule.

5. Provide drain, waste, and vent piping. 6. All Kitchen and Bathroom fixtures shall be low flow faucets and toilets (1.5 gal/min faucets,

1.28 gal/flush toilet). (Two existing toilets (new) to remain). 7. Kitchen and bathroom fixtures will have mixing valves to limit outlet temperature to a

maximum of 105 deg. F. Valves shall be lead free per NSF/ANSI 61-G & 372, and ASSE 1070 approved.

8. Provide access panels as required. 9. Condensate from evaporator split systems will drain to the building exterior. 10. Provide an ADA compliant drinking Hi-Lo fountain.

A. Materials

1. Hot & cold water distribution: Copper piping with lead free soldered joints, and lead free valves

per plumbing code (as scheduled on drawing). 2. Sanitary waste and vent piping will be either soldered DWV copper, or solid core PVC (as

scheduled). 3. Plumbing fixtures shall be as scheduled on the drawings or approved equal. 4. Water heater shall be as scheduled on the drawings or approved equal. 5. Hot water recirculation pump shall be equipped with local aquastat and programmable

controller. 6. Drinking fountain shall be as scheduled on the drawings or approved equal.



DIVISION 15B HEATING, VENTILATION, AND COOLING (see complete HVAC specs on plans)

Mechanical demolition, and renovation work will be done per the 2017 Florida Building Code 6th Edition, 2014 National Electrical Code, 2017 Florida Building Code/Plumbing-Fuel/Gas 6th Edition, and 2017 Florida Building Code/Mechanical 6th Edition. Listed below are specific items related to this site: 1. Verify new exhaust fans serving the bathrooms. Fans will operate based on local occupancy

sensor. The fans will provide 75 cfm of exhaust from each bathroom. 2. Replace the existing two single zone air handling units with new to provide ventilation, heating

and cooling to the building. The existing ductwork will be removed and replaced with new ductwork. Outside air flow will be re-balanced to meet ASHRAE 62.1 ventilation minimums.

3. Replace thermostats connected to rooftop units. 4. Air systems (supply, return and exhaust) will each have a continuous sheet metal, low velocity

duct system. Ductwork will be constructed per SMACNA standards and sealed with duct sealant to provide low leak system, seal class A. All concealed supply air ductwork will be insulated with fiberglass insulation.

a. Exposed sheetmetal shall be galvanealed to allow painting (architect shall select color). b. Concealed sheetmetal shall be galvanized.

5. Vault: a. Dedicated exhaust fans will operate continuously (24 hours per day, 7 days per week) to

exhaust the marijuana vault storage room, and keep the room negative to adjacent space. A carbon filter/scrubber mounted on the fan intake will remove odors from the exhaust air stream before it is discharged to the outdoors.

b. A dedicated single zone split system will provide heating and cooling in the vault. The split system will use R-410A refrigerant, sized to maintain 70-75 deg. F. temperature inside the vault. Unit will meet energy code requirements.

c. Ventilation air will be provided, per ASHRAE 62.1 requirements when the building is occupied. 6. Head End Room:

a. A dedicated single zone split system will provide cooling in the Head End Room. The split system will use R-410A refrigerant. Unit will meet energy code requirements.

b. Ventilation air will be provided, per ASHRAE 62.1 requirements when the building is occupied 7. Entry Area

a. A dedicated single zone split system may provide cooling in the Entry Area. The split system will use R-410A refrigerant. Unit will meet energy code requirements. See HVAC plans to verify.

8. Test, repair and perform maintenance on all existing systems that are to remain in use. Replace filters, belts, etc. to insure efficient equipment performance



DIVISION 15C. FIRE PROTECTION NA



DIVISION 16 ELECTRICAL

A. Scope: Electrical shall be per plans with review of all shop drawings, specifications and submittals by the Architect and/or his Electrical Engineer. Note: full electrical specifications on plans.

1. All electrical work to be in accordance with 2017 Florida Building Code, 2014 NEC, 2017

Florida Energy Conservation Code, and 2017 Florida Fire Prevention Code. 2. The existing electric entry service shall be removed. Coordinate service and new meter with

the utility company and pay all charges associated therewith. Submit Utility company back charge receipts to the Owner for reimbursement. AIC ratings shall match existing except where new services are to be installed, coordinate AIC ratings with the utility company in those instances.

3. Electrical work included: a. Provide new electrical service with load centers and circuit breakers as scheduled. b. Demo all existing electrical conduit & equipment. c. Feeder and branch circuit wiring and raceways. d. Disconnect switches as required. e. Luminaires, switches, and lighting controls. f. Wiring devices. Coordinate rough in with architectural drawings and elevations. g. Connections necessary for kitchen equipment, and HVAC motors and equipment. h. Provide new fire alarm system including new initiation devices, alarm notification

appliances, and controls. i. Telephone and data cable and pathways back to Head End. j. Low voltage wiring for security systems shall be wired by GC/EC. Device installation

shall be by Client’s security vendor. k. Power and speaker wires for Sonos system and JBL speakers (see Div. 12).

4. Wiring and connector plates for telephones/data (CAT6 cable) and wiring for security systems to be coordinated with Owner’s security subcontractor.

5. Provide luminaires per plan. 6. Provide Emergency/Exit lighting per plans and in accordance with all Florida State Codes. 7. Note: Front of House devices/plates, etc. shall be Black. Back of House devices/plates, etc.

shall be White. 8. Provide conduit sleeve for Head End ceiling wiring penetrations and fire sealants for same. 9. Provide diesel generator with sub-base fuel tank, automatic transfer switch, and all required

accessories.

B. Materials 1. Service and Panels: Eaton, Square D, GE or equal, circuit breaker panel w/ permanent labels

(copper wire only – including sub feeders). 2. Wiring Methods: Service entrance conductors shall be type XHHW-2 copper in Rigid Conduit;

Feeders and branch circuits shall be type THHN copper in conduit (#12 AWG minimum size). Limit the use of type MC cable to horizontal branch circuit wiring in interior partitions.

3. Telephone and data cable shall be CAT6 . Security system low-voltage wiring shall be coordinated with security vendor/supplier.

4. Switches & outlets: Leviton, Eagle or equal, dedicated outlet at boiler. Switches to be Decora or equal. FOH: Black, BOH: White.

5. Luminaires: All luminaires to be UL Listed LED type with a Class P driver and classified for quiet operation meeting EnergyStar (non-dimming fixtures only) requirements: Occupancy sensing controls shall be provided in all areas. Provide time switch for exterior lighting.

6. Cameras and security system devices shall be furnished by the security consultants. 7. Door hardware and releases to be coordinated with security consultants.

C. Demolition



Disconnect, remove, and legally dispose of all existing wiring devices, luminiares, lighting controls, branch circuit wirinng, fire alarm systems, and other electrical work made obsolete by the proposed plan

10615 EAST COLONIAL DRIVE ORLANDO, FLORIDA...10615 EAST COLONIAL DRIVE, ORLANDO, FLORIDA OUTLINE...

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