4-Drawings.pdf

ELLIS BUILDING RENOVATION

ARCHITECT:

WILLIAM P. HORN ARCHITECT, P.A.

WILLIAM P. HORN, RA, LEED AP

OWNER:

MONROE COUNTY

MEP ENGINEERING:

FAE CONSULTING, INC.

Digitally signed by William Horn Date:

2026.07.09 12:01:19-04'00'

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CLG: 7'-11"

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CLGHT.: 8'-0"

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William Horn Date:

12:01:35-04'00'

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CLG: 7'-11"

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CLGHT.: 8'-0"

CLGHT.: 8'-0"

William Horn Date:

12:01:47-04'00'

TAG: IMAGE: SPECIFICATION: PROVIDED

BY:NOTES: INSTALLED

BY:

DISTRIBUTOR /

VENDOR INFO:WEBSITE:

TAG: IMAGE: SPECIFICATION: PROVIDED

BY:NOTES: INSTALLED

BY:

DISTRIBUTOR /

VENDOR INFO:WEBSITE:

TAG: IMAGE: SPECIFICATION: PROVIDED

BY:NOTES: INSTALLED

BY:

DISTRIBUTOR /

VENDOR

INFORMATION:

WEBSITE:

Digitally signed by William Horn Date:

12:02:00-04'00'

01800 - GENERAL REQUIREMENTS

Project Description The Contractor shall furnish all labor and materials required and necessary to provide a complete habitable, weatherproof, safe and secure finish building, suitable for human occupancy in accordance with Specifications, Drawing and Project Documents.

The Florida Building Code 2023 Edition, as amended by Governing Local Ordinances and requirements of the State of Florida "Coastal Zone Protection Act", together with applicable requirements of governing public agencies and the following listed codes shall apply to this project.

Florida Existing Building Code, 2023 Edition Florida Building Code-Accessibility, 2023 Edition Florida Building Code-Energy Conservation, 2023 Edition National Electrical Code Latest Edition Florida Plumbing Code, 2023 Edition Florida Mechanical Code, 2023 Edition FEMA- Coordinate all building items required to be above flood elevation for project and other FEMA regulations that apply to the project.

Lead paint safety requirements: The contractor is required to use lead safe work practices for buildings built before 1978. All lead paint shall be removed or covered as per EPA and other code requirements. Contractor to coordinate with owner for investigative methods, removal solutions and costs.

Asbestos Testing in Existing Buildings: Prior to demolishing items and or buildings in an existing building the contractor shall coordinate with the owner and obtain any asbestos reports required by Code.

Contractor shall visit the site to become familiar with existing conditions and requirements of construction prior to bidding.

Contractor shall complete new work in conformance with these drawings. Notify Architect if conflicts appear or are uncovered during the progress of the work prior to any field modifications or construction. Deviations from permitted drawings without Architects prior written approval shall be at the Contractors responsibility. Contractor is to verify all dimensions of project prior to proceeding with construction. Notify architect of any conflicts or problems so solutions can be achieved prior to construction. In event of conflict between drawings and specifications the most stringent requirements shall apply. Verification shall include, but not limited to, coordination of site work, existing conditions, buildings and utilities. Notify architect of any conflicts so solution can be worked out prior to construction.

Contractor shall provide all subcontractors complete set of drawings, including drawings from other disciplines. Change orders will not be allowed because a subcontractor only looked at drawings for his discipline and not other disciplines. Contractor must review all drawings and notify Architect of any conflicts. If a conflict arises assume worst case scenario for bidding and or Construction (or notify Architect for clarification prior to bidding). General Contractor is responsible for reviewing the complete set of drawings and specifications and assuring that his and his subcontractors bids include complete work and systems (free of conflict with other contractors and subcontractors).

Contractor and subcontractor shall follow industry standards for each discipline. Drawings do not show every condition, fastener, etc. . If something is not detailed, follow industry standards. Provide complete functioning systems.

Contractor shall coordinate all final floor finishes and thicknesses and adjust floor levels as required to maintain desired or required level changes (if any). This shall be done prior to building the floor. Coordinate with Architect and Owner as required.

Contractor needs to coordinate final color selections with owner and architect prior to ordering items. Factory finished items such as roofing, windows and doors need color and finish selections verified in writing by owner and architect prior to ordering.

Allowance items, if any shall be listed in writing by the Owner/Architect prior to bidding.

General Notes:

A. Engineer's approval must be secured for all structural substitutions.

B. Verify all openings through floors, roof and walls with mechanical and electrical contractors. Verification of locations, sizes, lintel and required connections are contractor's complete responsibility.

C. The MEP plans and drawings are diagrammatic of the work to be performed and may not show every item and/or detail.

Some components may be shown outside the work area for clarity. The work shall be executed in a manner to avoid conflicts with other trades and other elements of construction. All deviations from the plans shall be approved by the owner and/or owner's representative before being installed. The contractor shall not willfully install any aspect of the mechanical, electrical, or plumbing systems as shown on the plans and drawings when it is obvious in the field that obstructions or discrepancies exist that might not have been known during the design of the systems. in the event that notification of the conflict is not approved by the owner's representative, the contractor will assume full responsibility for all revisions.

D. Prior to installation of mechanical and electrical equipment or other items to be attached to the structure, engineer's approval of connections and supports shall be obtained. Unless specifically detailed on architectural and structural drawings, respective sub-contractor shall furnish all hangers, connections, etc., required for installation of his items.

E. Provide all embedded items in structure as noted on architectural, mechanical, electrical as well as structural drawings.

Miscellaneous embedded items and anchor bolts shall be furnished by steel supplier and installed by concrete contractor.

F. Contractor to verify all dimensions before proceeding with any new work, including layout of the entire project on site for verification of setbacks, elevations and location of existing trees.

G. Provide temporary bracing and precautions necessary to withstand all construction and/or wind loads until all field connections are completed and shear walls and decks are in place. All shoring is the responsibility of the contractor including use of a specialty engineer if required.

H. Submit shop and erection drawings for all items required by the drawing or elsewhere in the specifications for written approval. The manufacture or fabrication of any items prior to written approval of shop drawings will be entirely at the risk of the contractor.

All references to standards to be of the latest issue applicable.

I. This project is in a coastal salt water environment. Contractor shall consider this in selections of materials used in the exterior and non-air conditioned areas. All materials shall be salt resistant.

J. Manufactured assemblies; such as roofing, soffits, panels, storefront, doors, windows and other external assemblies incorporated into the project shall require detailed shop drawing submittals. Miami Dade N.O.A'S or Florida product approvals providing tested assembly installation details and windload compliance are required. Manufacturers recommendations and requirements (including warranty requirements) shall be incorporated along with the latest industry standards and best practices. All final color selections or finishes shall be coordinated and verified with the owner and architect prior to ordering (typical).

K. Waterproofing, vapor barriers, waterstop, air seals,, etc. shall be as indicated in the Specifications and as per manufacturer and industry standards.

L. Contractor to provide all required fire blocking as required by Code.

M. Unless otherwise noted, provide framing @ 24” o.c. for roofing and 16” o.c. for walls and floors.

N. Contractor to take all precautions to prevent mold from growing in or on the building. Do not use materials that have mold on them for construction, close up building each night to keep water out, do not install A/C ducts until building is dried in and take all other possible efforts to prevent mold from growing.

O. All penetrations of fire rated construction shall be treated with dampers, seals, collars, etc., see section 09260 and 15100.

P. When working within occupied or partially occupied buildings it is the contractors responsibility to provide safe access and to maintain in operation all features of existing life safety systems including alarms, detectors, lighting and exit ways throughout the course of construction.

Q. If in the event of conflicting, or overlapping requirements in any area of the proposed documents, technical specifications, or drawings, the most stringent condition shall be proposed and constructed.

DIVISION 2 - SITE AND CIVIL WORK

02250 - Demolition shall include the removal of all items as indicated on the drawings, as well as incidental items necessary for new work to progress. All work shall be done in a workman like manner with minimal disturbance to existing to remain; see structural specifications for temporary shoring and bracing. All unwanted material to be removed from the site and properly disposed of. Unless noted otherwise, patch all areas to remain to match existing in areas damaged by demolition.

02361 - Termite Control: Provide soil treatment for termite control at slabs on grade including foundations and slab penetrations, if any. Formulate and apply termicides, and label with a federal registration number, to comply with EPA regulations and authorities having jurisdiction. Use only soil treatment solutions not harmful to plants. Apply at label volume and rate per EPA-registered label with application by a licensed pest control operator. Provide a soil treatment application report for owners record and use.

02855 - Underground Utilities - Contractor shall include in his work all underground (and above) utility work for all systems to make a complete system from buildings to street hook-ups as required to complete the job.

DIVISION 3 - CONCRETE (NOT USED)

DIVISION 4 - MASONRY (NOT USED)

09900 - Painting - This section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. Surface preparation, priming, and finish coats specified in this section are in addition to shop priming and surface treatment specified under other sections.

A. Paint exposed surfaces whether or not colors are designated in "schedules", except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the architect will select from standard colors or finishes available.

1. Painting includes field painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and iron work, and primed metal surfaces of mechanical and electrical equipment.

2. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels.

3. Labels: do not paint over Underwriter's Laboratories, Factory Mutual or other code-required labels or equipment name, identification, performance rating, or nomenclature plates.

B. Submit Data: Manufacturer's technical information, label analysis, and application instructions for each material proposed for use.

1. List each material and cross-reference the specific coating and finish system and application.

Identify each material by the manufacturer's catalog number and general classification.

2. Samples for initial color selection in the form of manufacturer's color charts. The exterior will have four colors minimum, one being special order color. The interior will have three colors minimum, one being a special order color.

C. Provide samples of each color and materials to be applied, with texture to simulate actual conditions, or representative samples of actual substrate. Define each separate coat, including block fillers and primers. Use representative colors when preparing samples for review. Resubmit until required sheen, color, and texture are achieved.

1. Provide a list of material and application for each coat of each sample. Label each sample as to location and application.

D. Paints and coating used on the interior of the building (i.e., inside of the weather proofing system and applied on - site ) shall comply with the following criteria:

1. Architectural paints, coating and primers applied to interior walls and ceilings:

Do not exceed the VOC content limits established in the Green Seal Standard GS-11, Paints, First Edition, May 20, 1993. Primers must meet the VOC limit for non-flat paint.

Flats: 50 g/L Non-Flats: 100 g/L

2. Anti-corrosive and anti-rust paints applied to interior ferrous substrates: Do not exceed the VOC content limit of 250 g/L established in Green Seal Standard GS-03, Anti-corrosive Paints, Second Edition, January 7, 1997.

3. Clear wood finishes, floor coatings, stains, primers, and shellacs applied to interior elements must no exceed the VOC content limits established in South Coast Air Quality Management District (SCAQMD) Rule 1113, Architectural Coatings, rules in effect on January 1, 2004.

Provide paint as shown with all materials by Benjamin Moore or equal. Colors and finish shall be selected by owner:

Interior wood:

Primer:.............100% Acrylic Fast Sand Primer #507 VOC = 29.7 g/L. (1 Coat ) Finish:..............Regal Select semi- gloss finish #N551 VOC = 96 g/L (2 Coats )

Galvanized metal and Aluminum (Non Ferrous Metal) Clean surfaces with Super Spec HP oil and grease emulsifier (P83) to remove contaminants Primer:.............One coat Super Spec HP D.T.M. Acrylic Semi-Gloss #HP29 VOC = 148 g/L Finish:…………One coat Super Spec HP D.T.M. Acrylic Semi-Gloss #HP29 VOC = 148 g/L

Gypsum Board:

Primer:.............Fresh start 100 % Acrylic Superior Primer #046 VOC = 44 G/l.(1coat) Finish:..............2 coats Regal. Select Matte Finish #N548 or Flat #N547, VOC = 48g/L Ceilings……….Waterborne Ceiling Paint #508, VOC = 50 g/L (2 coats )

Structural Steel and Iron: (Ferrous Metal) Primer and Finish…2 Coats Super Spec HP D.T.M. Acrylic Semi-Gloss #HP29, VOC = 45 g/L

Natural-Finish Woodwork:

Primer………..Benwood stays clear Acrylic Polyurethane High Gloss #W422, VOC = 250 g/L (1 coat) Finish………... Benwood stays clear Acrylic Polyurethane High Gloss #W422, VOC = 250 g/L (2 coats)

09940 - Existing wood preparation: Contractor to remove and replace all rotted or damaged wood to match existing (use pressure treated wood). Splice in new boards as inconspicuously as possible and stagger joints as required. Scrape all loose paint of existing wood surfaces, sand smooth prior to prime coat paint. (see paint specification). After prime coat, caulk all seams, joints and holes as required prior to finish coats (see sealant specifications).

DIVISION 10 - SPECIALTIES

10522 - Fire extinguishers: Provide fire extinguisher and cabinet or wall mounting bracket, as manufactured by Larsen's Manufacturing Co. or equal, for each location and mounting condition indicated on the drawings.

A. Cabinet to be semi-recessed, fabricated in one piece w/one piece combination trim and perimeter door frame overlapping surrounding wall surface. Shop drawing submittals are required for approval, prior to any fabrication or delivery of materials.

B. Extinguisher to be multipurpose dry chemical type: UL rated 4-A: 60-BC, 10-LB. nominal capacity, in enameled steel container.

C. To comply with ADA wall projection guidelines, the cabinet must be mounted with its bottom (leading edge) at or bellow 27” from the finished floor.

DIVISION 11 - EQUIPMENT

11400 - Contractor to coordinate with owner and or equipment supplier prior to bidding to determine in writing what will be supplied by owner, equipment supplier, or contractor, and to determine what will be coordinated or installed by contractor.

DIVISION 12, 13 & 14 - NOT USED

DIVISION 15 - MECHANICAL (SEE MECHANICAL DRAWINGS)

DIVISION 16 - ELECTRICAL (SEE ELECTRICAL DRAWINGS)

DIVISION 5 - METALS

05300 - Miscellaneous Metals: anchor bolts, nuts and washers shall be minimum 5/8 in. galvanized steel embedded minimum 7 in. into concrete and spaced maximum 2 feet o.c.

Provide miscellaneous galvanized steel anchors, straps and hangers as required.

05320 -Manufactured Anchors and Straps shall be heavy duty galvanized metal G90, as manufactured by Simpson Strong Tie or equal. Item numbers shall be as identified on the drawings. In no event shall pier, sill, joist, plate, rafter or truss connections be made without anchorage devises for hurricane protection, unless specifically noted and address by other means. All truss anchors shall be designed, specified and supplied by Truss Fabricator.

05400 - Light-Gage Metal framing:

A. Light-gage metal framing shall be galvanized according to ASTM A924 and of size and gage shown on the drawings. If not shown on drawings or specifications provide size and gage as per industry standards.

B. Framing rolled from steel shall conform to ASTM A653, grade 33, with a minimum yield stress of 33,000 PSI.

C. Metal framing to be installed per Aisi North American specifications and typical standards.

D. Non structural metal framing members to be installed per ASTM C645 standard specifications.

E. Provide “Sliptrack” on top track of walls under structure that has possibility of moving (typical).

F. Add Galvanized metal clips as required at 4' O.C. for any wall framing offset off of masonry wall, (typical).

G. Metal framing members to receive screw-attached gypsum panel products shall be installed and specified per

ASTM C745 standard specification.

H. Contractor shall provide complete framing systems as per drawings, specifications or industry standards (if not shown on drawings or specifications) I. If soffits, drop ceilings or other items are not detailed, provide as per industry standards.

DIVISION 6 - WOOD AND PLASTICS

06100 - Rough Carpentry all framing (and truss) lumber shall be dry southern pine, 19% MC, No. 2 or better, (Fb = 975 PSI Minimum). Member sizes noted on drawings are nominal.

Provide 1"x4" cross bridging not over 8 feet o.c. for all wood joist and 2 x solid blocking between joist at all supports. Provide 1x4 furring at 16"o.c. for all trusses that will have a finished ceiling below unless clearly written not to have furring in drawings.

06130 Pressure Treated: All wood indicated shall be pressured-treated with chemicals to protect from decay and insects. Dry after treatment. All metal connectors to be by Simpson Strong-Tie Company or equal approved in writing by the engineer and to be stainless steel finish, unless otherwise noted.

All connectors to be installed with all Manufacture specified fasteners before loading. All nails used in pressure treated shall be stainless steel. Alternate connector/fastener materials may be approved on submittal of manufacturers data indicating compatibility with specific pressure treatment chemicals used in this project.

Note: It is intended to limit the use of pressure treated wood to avoid need for specialized or stainless steel anchor devises and fasteners. However, pressure treated is to be used in all moist and or exposed locations such as sills on concrete, near grade installations, exposed decks and rails, exterior open stairs, etc. and as required by code. Coordinate any questionable areas with architect.

06300 - Finish Carpentry shall include trim, frames, paneling and cabinetry. Profiles and plastic laminate are to be as selected or noted on the drawings. Cabinets shall be of a custom or premium grades as noted or determined by the owner. Use of particle or press board shall be precluded. All cabinets to be formaldehyde free.

Select grade southern yellow pine shall be used as a quality standard for trim, frames and base unless noted otherwise. All work shall be by skilled finish carpenters.

A. Wood shelving where indicated shall be 3/4" plywood with edge banding, painted.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07270- Air Barriers and Seals General Requirements. The thermal envelope of the building shall comply shall comply with FBC, 2017. A continuous air barrier shall be provided for the following components:

A. Shafts: Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed.

B. Narrow Cavities: Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity space.

C. Recessed Lighting: Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall.

D. Plumbing and wiring: Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring.

E. Electrical/ Phone Box on Exterior Walls: The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed.

F. HVAC Register Boots: HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall.

DIVISION 8 - DOOR AND WINDOWS

08110 - Standard steel doors and frames:

A. Doors: seamless composite construction standard steel doors for interior and exterior locations (galvanized

G90). Doors to be provided in the types and styles indicated, and in accordance with ANSI/SDI-100, GRADE III, extra heavy duty, w/minimum 16 gauge galvanized steel faces. Comply with the applicable requirements of ANSI A115 Series specifications for door and frame, preparation for hardware.

B. Frames to be minimum 16 gage at interior locations and 14 gage at exterior locations, galvanized steel with mitered; welded construction, and concealed anchors to suite wall construction.

C. Doors and frames shall be factory primed for field painting.

D. Shop drawing submittal showing fabrication, installation, anchorage and Label Construction Certification of fire-rated assemblies, is required for approval prior to any fabrication or delivery of material.

08210 - Wood Doors shall be of sizes and types indicated with surfaces to accept paint finish unless noted otherwise. Exterior doors shall be solid core 1 3/4" thick exterior weatherproof type. Interior doors shall be 1 3/4" thick solid core implanted blanks type. Doors shall meet NWMA std. tolerance for their types.

08710 - Hardware: Furnish and install complete hardware for each condition as manufactured by Schlage; Yale or approved equal. ANSI grade 1 or better for heavy commercial use. Finish and style to be selected. All exterior installations to be salt resistant and suitable for use in a coastal salt water environment.

DIVISION 9 - FINISHES

09260 - Gypsum Drywall: provide gypsum drywall shown on drawing and as follows:

A. Steel furring channels: ASTM C 645, with flange edges bent back 90 deg. and doubled over to form 3/16 inch minimum lip, minimum thickness of base (uncoated) metal, galvanized finish-typical and minimum depth as follows; thickness is 0.0329 inch, depth is 1-5/8 inch.

B. Gypsum board: provide 5/8 inches thickness (unless otherwise indicated) to comply with ASTM C 840 and ASTM C 36. Use type X for fire-resistance-rated assembles. Provide tapered edges. Use water - resistant gypsum board ( ASTM C 630 ) where indicated and for all areas subject to moisture including all toilet and bathroom walls and ceilings, janitor room walls and ceilings and the wet wall of a kitchen. Provide galvanized metal trim accessories complying to ASTM C 1047. Provide tape and three coats spackle, screw gypsum board to metal framing.

C. At fire rated wall assemblies-required layers (type X) shall be installed continuous past any intersecting partitions. Sheet installation, layering, penetrations, treatment of recessed electrical boxes, and expandable fire caulk to decks above and below, etc. shall be in accordance with assembly guidelines.

D. Penetrations of fire rated wall and floor assemblies, by pipes or conducts, shall be sealed using products by 'Rector seal' or 'Hilti' or equal. At penetrations less than 2” nominal provide 'Biostop' or 'Firestop' caulking per manufacturer recommendation. At penetration larger than 2” nominal provide fire collars per manufactures recommendations. The angle of penetrations shall not exceed 45˚. Multiple lines shall not penetrate a single opening unless specially taped and sealed per manufacturers requirements. Fire seals assemblies shall be U.L. listed, or submitted by the manufacturer for specific site conditions as a “technical judgment” subject to review and approval.

William Horn Date:

12:02:13-04'00'

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CLGHT.: 8'-0"

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William Horn Date:

12:02:26-04'00'

CLG: 8'-0"

0'-0"

8'-0"

K-T14415-3PURISTFAUCETSBRASS

BRASS

FAUCETSPURISTK-T14428-4

CLG: 8'-0"

8'-0"

William Horn Date:

12:02:39-04'00'

William Horn Date:

12:02:58-04'00'

William Horn Date:

12:03:10-04'00'

PRIOR TO SUBMITTING THE BID, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE ARCHITECT AND THE ENGINEER OF ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

Stephen F. Rollin, P.E. License #36428

This item has been digitally signed and sealed on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

PLUMBING SHEET INDEXPLUMBING SPECIFICATIONS

MAXIMUM FLOW RATES AND CONSUMPTION

FOR PLUMBING FIXTURES AND FITTINGS

CONTRACTOR GENERAL CONDITIONS NOTES

SCOPE OF WORK

FLOOD ELEVATION

SCCR NOTE

FIRE-SAFETY FLORIDA STATUTES

ADA NOTE

DETAIL

NO. 2 CONDENSATE DRAIN TRAP

DETAIL

NO. 1 WALL CLEAN-OUT

PLUMBING FIXTURE UNIT CALCULATION

PLUMBING LEGEND

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com Date: 2026.07.09 11:21:40-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

NOT IN SCOPE

NOT IN SCOPE

208 207

EXISTING FIXTURES

TO REMAIN AS IS.

EXISTING FIXTURES

TO REMAIN AS IS.

PLUMBING KEY NOTES

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com

11:21:39-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

LIFE SAFETY NOTE

CONTRACTOR GENERAL CONDITIONS NOTES

HVAC GENERAL NOTES

SCOPE OF WORK

MECHANICAL SHEET INDEX

A

R

E

A

HVAC LEGEND

ADA NOTES

STRUCTURAL NOTES

FLORIDA BUILDING CODE 2023 CONFORMANCE

SCCR NOTE

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com

11:22:05-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

OUTDOOR AIR CALCULATIONS

AIR DEVICE SCHEDULE

OFFICE AIR BALANCE SCHEDULE

EXHAUST FAN SCHEDULE

SYSTEM SPACE NAME SPACE CATEGORY SPACE TYPE

AREA

(SQFT)

OCCUPANCY DENSITY

PER 1000 SQFT

OCCUPANCY

VENTILATION

RATE

CFM/PERSON

VENTILATION RATE

CFM/SQFT

MINIMUM OUTDOOR

AIR REQUIRED

(CFM)

OUTDOOR AIR

PROVIDED

(CFM)

TOTAL OUTDOOR AIR

PROVIDED

(CFM)

AHU/CU-1(E)

204 PROPERTY APPRAISE OFFICES OFFICE SPACES 147 5 1 5 0.06 14 15

205 SUPERVISOR OFFICE OFFICES OFFICE SPACES 108 5 1 5 0.06 12 15

206 OPEN WORKSPACE OFFICES OFFICE SPACES 703 5 4 5 0.06 63 65

207 STORAGE STORAGE UNOCCUPIABLE SPACE 40 - - - - - -

208 IT ROOM STORAGE UNOCCUPIABLE SPACE 40 - - - - - -

209 BREAK ROOM OFFICES RECEPTION AREAS 187 30 6 5 0.06 42 45

210 BREAK ROOM OFFICES RECEPTION AREAS 123 30 4 5 0.06 28 30

211 WOMEN PUBLIC SPACES TOILET ROOMS - PUBLIC (CONTINUOUS) 116 - - - - - -

CORRIDOR-1 PUBLIC SPACES CORRIDORS 113 - - - 0.06 7 10

AHU/CU-2(E)

201 LOBBY OFFICES MAIN ENTRY LOBBIES 312 10 4 5 0.06 39 40

202 CONFERENCE OFFICES CONFERENCE ROOMS 227 50 12 5 0.06 74 75

203 COPY WORKROOMS COPY, PRINTING ROOMS 99 4 1 5 0.06 11 15

212 MEN PUBLIC SPACES TOILET ROOMS - PUBLIC (CONTINUOUS) 101 - - - - - -

213 JAN. STORAGE UNOCCUPIABLE SPACE 22 - - - - - -

CONFERENCE OFFICES CONFERENCE ROOMS 150 50 8 5 0.06 49 50

COPY ROOM WORKROOMS COPY, PRINTING ROOMS 54 4 1 5 0.06 9 10

CORRIDOR-2 PUBLIC SPACES CORRIDORS 282 - - - 0.06 17 20

IN HOME SERVICE OFFICE OFFICES OFFICE SPACES 163 5 1 5 0.06 15 15

NON-DEDICATED OFFICE OFFICES OFFICE SPACES 106 5 1 5 0.06 12 15

OFFICE OFFICES OFFICE SPACES 90 5 1 5 0.06 11 15

TRANSPORTATION OFFICE OFFICES OFFICE SPACES 96 5 1 5 0.06 11 15

TOTALS 3,279 414 450 450

UNIT TAG MFGR & MODEL CFM RANGE FACE SIZE / MODULE NECK FRAME THROW

SA TITUS TMS-AA 0-85 10x10 / 12x12 4"∅ LAY-IN 2-4-7

SB TITUS TMS-AA 86-300 10x10 / 12x12 8"∅ LAY-IN 4-6-12

RA TITUS 350FL 0-540 10x10 / 12x12 SEE RETURN DUCT DETAILS LAY-IN -

TAG MANUFACTURER MODEL LOCATION CFM E.S.P. (IN W.C.) Voltage (V/PH/Hz) OPERATING POWER NOISE (SONES) DRIVE TYPE DUCT SIZE

EF-2 GREENHECK SP-A90 CEILING 70 0.3 115/1/60 15 W 0.5 DIRECT 6"∅

BUILDING AIR BALANCE

SYSTEM

OUTSIDE AIR FROM

UNIT (CFM)

EXHAUST AIR

(CFM)

RESULTING PRESSURE

AHU/CU-1(E) 180 - 180

AHU/CU-2(E) 270 - 270

EF-1(E) - -200 -200

EF-2 - -70 -70

TOTALS 450 -270 180

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com

11:22:04-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

A

R

A

R

A

R

A R

A R

A

R

A

R

A

R

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

A

R

202 203

A

R

A

R

A

R

A

R

A

R

A R

A R

A

R

A

R

A

R

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com

11:22:03-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

METHODS OF HANGING

RIGID DUCT DETAIL

LOW PRESSURE DUCT VOLUME

DAMPER REQ. DETAIL

DETAIL

NO. 2

DUCTWORK CONNECTION TO RETURN/EXHAUST GRILL (FLEX DUCT) DETAILDETAIL

NO. 5

DUCTWORK CONNECTION TO SUPPLY DIFFUSER (FLEX DUCT) DETAILDETAIL

NO.3

DETAIL

NO. 1

CEILING MOUNTED FAN DETAILDETAIL

NO. 4

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com

11:22:03-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

Digitally signed by Ursula P Iafrate Location: PE #73122 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

uiafrate@faeconsulting.com

11:22:02-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

ELECTRICAL SYMBOL LEGEND GENERAL DEMOLITION NOTESGENERAL ELECTRICAL NOTES ELECTRICAL SHEET INDEX

COORDINATION NOTES

LIGHTING NOTES

SCOPE OF WORK

EQUIPMENT/FEEDER REMOVAL NOTES

FIRE RATING NOTE

AIR CONDITIONING EQUIPMENT AND CONTROLS SPECIFICATION

FLORIDA BUILDING CODE 2023 CONFORMANCE

VOLTAGE DROP NOTE

CONTRACTOR GENERAL CONDITIONS NOTES

SCCR AND POWER STUDY NOTE

SEALING NOTE

SPECIAL PURPOSE OUTLET NOTES

FBC NOTE

LOW VOLTAGE NOTES

CONTRACTOR BIDDING SUPPLEMENTAL NOTES:

WIFI

SP

CLEARANCE NOTE

UL LISTING AND NRTL CERTIFICATIONS NOTE

WIRING NOTES

CODE COMPLIANCE

CONTRACTOR CAUTION - POWER STUDY NOTE

Digitally signed by Stephen Rollin Location: PE #36428 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

srollin@faeconsulting.com

11:22:44-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

LIGHTING NOTES

LIGHTING CONTROLS - FBC 2023 NOTE

MANUAL LIGHTING CONTROLS - FBC 2023 NOTE

EMERGENCY LIGHTING NOTE

NOTE:

NFPA LIGHTING CONTROLS NOTE (TYPICAL FOR ENTIRE PROJECT)

LIGHTING CONTROL NOTES

ENERGY COMPLIANCE NOTE

LIGHTING CONTROL SYMBOL LEGEND

NOT TO

SCALE

DETAIL

NO. 2

NOT TO

SCALE

DETAIL

NO. 1

WALL SWITCH, 1 POLE, AUTO ON/OFF

OCCUPANCY SENSOR INTERFERENCE DETAIL

Digitally signed by Stephen Rollin Location: PE #36428 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

srollin@faeconsulting.com

11:22:43-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

NOT TO

SCALE

DETAIL

NO. 1

NOT TO

SCALE

DETAIL

NO. 3

NOT TO

SCALE

DETAIL

NO. 4

NOT TO

SCALE

DETAIL

NO. 2

ETS-20-DR EMERGENCY

SHUNT DETAIL

PP2O SINGLE CIRCUIT W/MULTIPLE

OCC SENSORS

CM SERIES, SPODMA D WITH ETS20 DR

BATTERY BACK UP - NO EM CIRCUIT)

CM SERIES, SPODMA D WITH ETS20 DR

Digitally signed by Stephen Rollin Location: PE #36428 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

srollin@faeconsulting.com

11:22:43-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

NOT IN SCOPE

212 211

E

E

E

E E E

E

E E

E

E

E E

E E E

EE

EE E

E

E

E E

E E

E

E

E

E

EEEE

E

(4) E

SEE ELECTRICAL NOTES & LEGEND

ON SHEET E0.1

POWER PLAN KEYNOTES

GENERAL NOTE

CONTRACTOR SHALL ENGAGE A

DELEGATED ENGINEER PE TO DESIGN ALL

FA AND INTERLOCKING SYSTEMS AND

RESPOND TO PERMIT COMMENTS

IT RACK CAUTION NOTE

CONTRACTOR TO PRESERVE EXISTING IT RACKS

IN PLACE. THESE CONNECTIONS MUST REMAIN

ACTIVE DURING DEMOLITION. CONTRACTOR

SHALL PROVIDE APPROPRIATE DUST AND

DEBRIS MITIGATION MEASURES TO PROTECT

ALL ACTIVE I.T. EQUIPMENT THROUGHOUT

CONSTRUCTION. COORDINATE WITH ARCHITECT

/ PROJECT MANAGER FOR ALL REQUIRED

PROTECTION MEASURES AND ANY POTENTIAL

SERVICE INTERRUPTIONS.

Digitally signed by Stephen Rollin Location: PE #36428 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

srollin@faeconsulting.com

11:22:42-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

NOT IN SCOPE

212 211

SEE LIGHTING NOTES & LEGEND ON

SHEET E0.2

LIGHTING PLAN KEYNOTES

PP

PP

PP

Digitally signed by Stephen Rollin Location: PE #36428 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

srollin@faeconsulting.com

11:22:41-04'00'

THE EXISTING CONDITIONS AND SHALL INCLUDE IN THE BID TO CORRECT THE SAME AS DIRECTED.

THE ENGINEER AND THE ARCHITECT, ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING

FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED.

NO CHANGES SHALL BE MADE TO THESE PLANS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OF

RECORD. ALL CHANGES SHALL BE SUBMITTED FOR REVIEW PRIOR TO INSTALLATION.

NOT FOR BID UNTIL PERMIT HAS BEEN ISSUED.

PERMIT SET: 03/16/26

E-mail: info@faeconsulting.com

TEL: (561) 391-9292 FAX: (561) 391-9898

Certificate of authorization no. 28107

Ursula Iafrate, P.E. License #73122

Designed By: MAM/SV/AB PM: KS

C O N S U L T I N G 300 Lock Road, Suite #302 Deerfield Beach, FL 33442

P/N 24037

Derek A. Evans, P.E. License #93746FIRE SAFETY FLORIDA STATUTES: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS

AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE

APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN

ACCORDANCE WITH F.B.C. 2023 SECTION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES.

THE ELECTRICAL CONTRACTOR SHALL VERIFY THE LENGTH OF ALL

BRANCH CIRCUITS IN FIELD AND SHALL MAINTAIN LESS THAN 3% VOLTAGE

DROP FOR FEEDERS AND 2% VOLTAGE DROP FOR BRANCH CIRCUITS.

CONTRACTOR SHALL INCREASE WIRE SIZES AND CONDUIT AS REQUIRED

TO MEET NEC.

PANEL FEEDER NOTE

GCL2

PANEL SCHEDULE INDEX

N

NOT TO SCALEPROPOSED PARTIAL: POWER RISERRISER

NO. 1

CONDUCTOR SIZE KEY NOTESELECTRICAL SERVICE NOTE

LEGEND

EXISTING

PROVIDE ALL PANELS AND SYSTEMS AS FULLY RATED SELECTIVELY

COORDINATED EQUIPMENT.

TYPICAL FOR ENTIRE PROJECT SYSTEMS.

Digitally signed by Stephen Rollin Location: PE #36428 Reason: I agree to the terms defined by the placement of my signature on this document.

Contact Info:

srollin@faeconsulting.com

11:22:41-04'00'