Addendum_7_-_26-011-LK_.pdf

PDF 17 MB Posted Mar 30, 2026

Attached to: Leesburg Gas Department Building Improvement Project
Solicitation number: IFB 26-011-LK
Issued by: Lake County, Florida

About this file

Written by GovTribe AI · Apr 6, 2026

This is Addendum 7 to Invitation for Bid 26-011-LK issued by the City of Leesburg, Florida, dated March 30, 2026, providing responses to 30 Request for Information (RFI) questions submitted by interested bidders regarding the Gas Operations Center Main Office Building renovation and related construction project at 2116 Griffin Road. The addendum clarifies critical project specifications including low-voltage structured cabling installation requirements, masonry block specifications, fire alarm system compatibility with existing equipment, general contractor responsibilities for electrical service coordination and temporary facilities, testing and inspection scopes, interior finish schedules, stormwater management requirements, and low-voltage system scope limitations restricted to permanent link structured cabling installation, owner-provided camera installation, and owner-provided access point device installation. The addendum addresses discrepancies between plan sets, such as generator location conflicts between electrical and civil drawings (with corrected civil plans referenced), reflected ceiling plan tile size clarifications specifying 2'x2' acoustical ceiling tile, elimination of contradictory notes regarding sprinkler head painting and elevator waterproofing, and clarifications on door and hardware specifications for Florida Building Code hurricane code compliance requiring selected general contractor to provide all required Florida Product Approvals. Bidders must acknowledge receipt of this addendum on the Proposal Bid Form, and the submission of any bid constitutes acknowledgment and acceptance of the addendum terms.

Key clarifications establish that the general contractor bears responsibility for temporary power, water, and sanitary facilities; electrical service responsibility including utility coordination and transformer provisions; and all required Florida Product Approvals for hurricane-resistant door and hardware systems. The owner will provide the generator equipment with the general contractor responsible only for installation and connections, though specific equipment inclusions require clarification with vendors. Quartz countertop specifications remain deferred to the submittal process with a standard 1-1/2" edge profile requirement. Structural welding details assume 3/16" fillet welds subject to review during shop drawing approval. Substitution requests for items such as door manufacturers and fencing systems will be reviewed following award to the selected general contractor. All casework details are referenced through WIC numbers with construction details available in the WIC manual rather than on individual architectural sheets.

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Other files

File	Type	Posted
Addendum_8_-_26-011-LK_.pdf	PDF	Apr 10, 2026
Signed_Sheet_for_Bid_No._IFB_26-011-LK.pdf	PDF	Mar 30, 2026
Addendum_6_-_26-011-LK_.pdf	PDF	Mar 26, 2026
Addendum_4_-_26-011-LK_-_3.24.2026.pdf	PDF	Mar 24, 2026
Addendum_3_-_3.24.2026.pdf	PDF	Mar 24, 2026
Addendum_5_-_26-011-LK.pdf	PDF	Mar 24, 2026
Addendum_2_for_IFB_26-011-LK_.pdf	PDF	Mar 10, 2026
Addendum_1_-_26-011-LK_.pdf	PDF	Mar 3, 2026
IFB_26-011-LK_Attachment_B_-_Leesburg_Gas_Department_Bulding_Improvement_-_Pole_Barn_and_Warehouse.pdf	PDF	Feb 25, 2026
SAMPLE_AGREEMENT_-_FIXED_UNIT_PRICE_AGREEMENT_.pdf	PDF	Feb 25, 2026
IFB_26-011-LK_Solicitation_Document-FINAL.pdf	PDF	Feb 25, 2026
IFB_26-011-LK_Attachment_A_-_Leesburg_Gas_Department_Building_Improvement_-_Main_Office_Building.pdf	PDF	Feb 25, 2026

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DATE: March 30, 2026 TO: All Interested Bidders and Other Interested Parties FROM: Lissandra Kmoch, Buyer - Procurement

The City makes the following changes, additions, deletions, information, and/or clarifications and now considers the addendum a part of the IFB Document. Bidders must acknowledge receipt of this addendum by indicating receipt in the space provided on the Proposal Bid Form.

If the bidder has already submitted the Proposal Bid Form to the City’s Procurement Division, the Bidder should revise their electronic submission to include this addendum. In any case, the submission of a bid is an acknowledgment of receipt of the addendum. The City will construe all bids received as though the Bidder has received and acknowledged the addendum.

Below is the City’s reply to RFIs (Request for Information – a/k/a bid inquiries or questions) submitted by interested parties by the posted deadline to submit RFIs.

Q1. Is the client asking for bidders to handle the structured cabling, or will they be completing this themselves or using a pre-approved vendor?

a) Do the access points (APs) require Cat6A cabling, or will standard Cat6 be sufficient?

b) Aside from the specified brand and style for the HDMI cord and wall plate, I did not see any requirements regarding the brand of the cabling or wall plates. Could you please confirm if there are any preferred specifications?

A1. The owner is requesting a Low Voltage Contractor install a Certified Permanent Link structured cabling installation w/manufacture warranty.

Per T4.01.01, within MDF, Owner is provided Rack, VWM, Patch Panels and HWM for Low Voltage Contractor (LVC) to install. See matrix on T4.01.01 LVC to furnish all mounting hardware, ladder racking, and accessories, etc.

a) The owner has requested a couple AP locations I (T1.01.02), cable type is listed in the Telecommunications Legend on T0.01.02.

b) See below, in c).

c) The manufacture requirements are identified in T0.01.01, Under Telecommunications-LV Specifications, item K.

Q2. The lintel for the storefront on the north elevation calls for a precast lintel grouted 42" deep. Is this correct? above the window @ 13'-6" there is a concrete beam, this leaves a little over 2' between the bottom of the beam and the window head that could be grouted. Please advise.

A2. The 42’’ is measured from the top of the window to the top of the bond beam at 13’ -6’’.

Only 26’’ of CMU will be grouted for this lintel.

IFB 26-011-LK

Leesburg Gas Department Building Improvement Project

Addendum No. 7

Q3. Please provide millwork sections.

A3. Please note all casework units are labeled with their WIC number. Consult WIC manual for construction details.

Q4. Please confirm fire alarm system scope including panel type, monitoring requirements, and integration with existing systems.

A4. The only existing fire alarm devices noted to remain are those in the existing kitchen and janitor closet. In order for those to be reused, the new FACP shall be compatible with existing devices which will inform panel selection. Standard fire alarm sequence of operations is on sheet E-401. More detailed monitoring requirements will be provided in fire alarm shop drawings by fire alarm contractor.

Q5. Confirm electrical service responsibility including utility coordination, transformer provisions, and any required off-site work.

A5. This will be the responsibility of the General Contractor.

Q6. Please confirm that the block for the warehouse is an 8" split faced block to match existing office building and that the column enclosure block at the pole barn is an 8" standard block.

A6. All exposed CMU is to be split faced block to match the existing building on both projects.

Please also note that both 8” and 12” block is utilized.

Q7. Confirm responsibility for temporary power, water, and sanitary facilities.

A7. This will be the responsibility of the General Contractor.

Q8. Provide required testing and special inspection scope including geotechnical and structural inspections.

A8. Geotechnical investigation has been completed. See structural sheets for any required structural inspections.

Q9. Provide detailed millwork drawings and extent of casework scope.

A9. Please note all casework units are labeled with their WIC number. Consult WIC manual for construction details.

Q10. Provide complete interior finish schedule including flooring, wall finishes, and ceiling systems.

A10. Please see revised A-901 and A-902.

Q11. Confirm stormwater management requirements and any on-site retention or drainage systems.

A11. Please see civil drawings for this information.

Q12. Confirm full scope of low-voltage systems including data, security, access control, AV, and fire alarm monitoring. Provide specifications and identify if owner furnished.

A12. Owner has only requested system specified in T sheets, see matrix on T4.01.01, and the scope is limited to:

• Permanent Link Structured Cabling Installation.

• Owner Provided Camera installation.

• Owner Provides AP device installation.

Q13. Civil drawings do not provide elevations of bottom/top of retaining walls at the proposed SWMA. Please advise.

A13. This was addressed in Addendum 3.

Q14. The Electrical Plans and Civil plans show conflicting locations of the proposed generator.

Please confirm which is correct. This will affect the linear footage calculations for feeder wire.

A14. Please see revised civil plans with revised generator location.

Q15. Reflected Ceiling Symbol legend shows 2x4 ACT on A-401 however the RCP plan appears to show 2x2 tile. Please confirm which is correct.

A15. All ACT is to be 2’x2’ size.

Q16. General Note 14 on A-401 & A-402 reference the sprinkler heads to be painted custom Black in the factory and flush with wood ceiling. Where is this in reference to? Everything appears to be acoustical or drywall ceilings per the RCP.

A16. Disregard this note.

Q17. The Room Finish Schedules on A-901/A-902 do not list a product for the Base material in each room. Are we to assume that all rooms are to receive wood base BF1?

A17. Please see revised sheets A-501, A-505, A-507, A-901 and A-902.

Q18. Finish Note 10 on A-901/902 references Elevator Walls & Floors to be treated with waterproofing. There is not an elevator shown on the plans, please confirm this note does not apply.

A18. Disregard this note.

Q19. Detail 1 on A-705 shows slip resistant tile & stainless-steel stair nosing’s at the stairs.

Please provide product specifications for these items as none are listed. What tile should be used?

A19. Disregard the callouts on this detail. Stairs are to be typical concrete-filled metal pan consecution. Details to be reviewed during shop drawing review.

Q20. Many of the structural details are lacking information. Namely welding designations for HSS tubing to bearing plates, Cont L to metal decking at cantilevered roof conditions, etc.

Please provide more details so we can be accurate with our pricing.

A20. Assume 3/16” fillet welds. Typically welded connections are reviewed during the shop drawing review period.

Q21. Please confirm Lambton Doors can be utilized as a wood door manufacturer. for this project.

A21. Substitution requests will be reviewed following award of the project to the selected GC.

Q22. Is the intent for the areas labeled as Open Ceiling to receive paint to the exposed structural members and roof decking? Will the ductwork & piping/conduits need to be painted as well?

A22. Please see revised sheets A-501, A-505, A-507, A-901 and A-902.

Q23. Is the intent for all Gyp Board walls & ceilings to be painted PC1 throughout? Colors are not shown on the Room Finish Schedules.

A23. Confirmed.

Q24. Plumbing drawing P-101 shows a 2” CD line exiting the rear of the building w/ note to see Civil for continuation. Nothing is shown on the Civil drawings to receive this 2” line. Please advise A24. Civil to pick up where shown on plumbing.

Q25. Our Generator vendor has stated that the Owner is purchasing the generator directly.

Please confirm if this is accurate and if the GC is only responsible for installation/connecting. If Owner provided, what equipment comes with the Owner Supplied Generator (i.e. Annunciator, ATS, etc.)?

A25. This is not correct. Please ensure you are discussing this project with your generator vendor.

Q26. Plumbing drawings do not show gas being hooked up to the new generator. Please advise who is responsible for this work or provide updated drawings for us to include.

A26. Please see addendum 4 responses.

Q27. Please confirm that the exposed structure at the Pole Barn/Warehouse does not require paint.

A27. Confirmed, other than as shown on typical column detail on sheet A-101.

Q28. Addendum #2 identifies Omega Fence Systems – Omega Classic (black powder coated) for the project fencing. Please confirm whether equivalent commercial aluminum fencing systems from other manufacturers will be accepted, provided they match the specified height, finish, and overall design intent A28. Substitution requests will be reviewed following award of the project to the selected GC.

Q29. Please provide a specification section for the quartz countertops.

A29. Unavailable at this time. Owner is to select the particular quartz during submittal process. Quartz countertops to be ¾” section with additional ¾” edge trim section, total 1- 1/2” edge profile.

Q30. Under the hardware schedule it says that the door must meet the FBC standards for hurricane code compliance, is this system required to be impact rated? If so what level of impact rating? The glazing schedule on page A601 calls for 1" insulated, hurricane code compliance would be 1-5/16" with PVB or SGP inner layers and wet glazed to meet level-E. The door would need to be impact resistant and hardware would need to be hurricane compliant as well. Please advise.

A30. Selected General Contractor is to provide all required Florida Product Approvals.

The following documents are hereby made part of the solicitation.

1. Civil Drawings – C200 through C500.

2. Leesburg Gas Operations Office, Main Office, Architectural Drawings – G-001 through

A902.

ACKNOWLEDGMENT - Addendum No. 7

Company Name

Signature of Officer

Type/Print Officer's Name & Title

ENGINEERING, INC.

HIGHLAND

B C

A C301

C C

ENGINEERING, INC.

HIGHLAND

G R

G A

N D

D R

AIR DROP REEL

WALL-MOUNT TV WALL-MOUNT TV

ENGINEERING, INC.

WALL-MOUNT TV WALL-MOUNT TV

ENGINEERING, INC.

PROJECT TEAM

ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEEROWNER

ADD'L

A.F.F.

A.F.G.

A.C.T.

ALT.

ALUM.

ANCH.

APPROX.

ARCH.

BRG.

BM.

BTWN.

BLK.

BD.

BTM.

BLDG.

B.U.R.

CLG.

C.M.U.

C.T.

C.O.

COL.

CONC.

CONST.

C.J.

CONT.

DET.

DIA.

DIM.

DR.

DN.

DS.

DWG

D.W.

D.F.

EA.

E.W.C.

ELEV.

EQ.

EQUIP.

ETC.

EXH.

EXIST.

E.J.

EXT.

F.R.P.

FIN.

F.E.

FLUOR.

F.D.

FLR.

FT.

FTG.

F.V.

GALV.

GA.

G.C. GR.

GYP.

HDW.

HGT.

HLM.

H.P.

HORIZ.

INCAN.

I.D.

INSUL.

INT.

JT.

K.O.

LAM.

LAV.

LB.

L.H.

L.P.

MFR.

MAS.

M.O.

MAX.

ADDITIONAL

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ACOUSTICAL CEILING TILE

ALTERNATE

ALUMINUM

ANCHOR

APPROXIMATE

ARCHITECT

BEARING

BEAM

BETWEEN

BLOCK

BOARD

BOTTOM

BUILDING

BUILT UP ROOF

CEILING

CONC. MASONRY UNIT

CERAMIC TILE

CLEANOUT

COLUMN

CONCRETE

CONSTRUCTION

CONTROL JOINT

CONTINOUS

DETAIL

DIAMETER

DIMENSION

DOOR

DOWN

DOWNSPOUT

DRAWING

DRYWALL

DRINKING FOUNTAIN

EACH

ELECTRIC WATER COOLER

ELEVATION

EQUAL

EQUIPMENT

ET CETERA

EXHAUST

EXISTING

EXPANSION JOINT

EXTERIOR

FIBERGLASS REINF PANEL

FINISH

FIRE EXTINGUISHER

FLOURESCENT

FLOOR DRAIN

FLOOR

FOOT, FEET

FOOTING

FIELD VERIFY

GALVANIZED

GAUGE

GENERAL CONTRACTOR

GYPSUM

HARDWARE

HEIGHT

HOLLOW METAL

HIGH POINT

HORIZONTAL

INCANDESCENT

INSIDE DIAMETER

INSULATION

INTERIOR

JOINT

KNOCK OUT

LAMINATED

LAVATORY

POUND

LEFT HAND

LOW POINT

MANUFACTURER

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECH.

MTL.

MEZZ

MIN.

MISC

MLDG

M.R.

MULL.

NOM.

N.I.C.

N.T.S.

NO.

O.C.

OH.

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PART.

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REF.

REINF.

REQD.

REV.

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RM.

R.O.

R.T.U

S.F.

SCHED.

SLT.

SEC.

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SL.

SPEC.

SQ.

S.S.

STD.

STL.

STRUCT.

SUSP.

SW.

SYS.

TEL.

TEMP.

THRES.

T.P.D.

T.&G.

T.&B.

T.O.F.

T.O.M.

T.O.S.

TYP.

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VERT.

VEST.

W.C.T.

W.C.

W.H.

W.P.

WP.

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W.W.M.

W/O

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MECHANICAL

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MINIMUM

MISCELLANEOUS

MOULDING

MOISTURE RESISTANT MOUNTING

MULLION

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NOT IN CONTRACT

NOT TO SCALE

NUMBER

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PARTITION

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PLASTER

PLASTIC LAMINATE

PLUMBING

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PROPERTY

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RADIUS

REFERENCE

REINFORCED, REINFORCING

REQUIRED

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ROOF TOP UNIT

SQUARE FEET, FOOTAGE

SCHEDULE

SEALANT

SECTION

SIMILAR

SLOPE

SECIFICATION

SQUARE

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

SUSPENDED

SWITCH

SYSTEM

TELEPHONE

TEMPERED

THRESHOLD

TOILET PAPER DISPENSER

TONGUE AND GROOVE

TOP AND BOTTOM

TOP OF FOOTING

TOP OF MASONRY

TOP OF STEEL

TREAD

TYPICAL

UNFINISHED

UNLESS OTHERWISE NOTED

VERTICAL

VESTIBULE

VINYL COMPOSITION TILE

WATER CLOSET

WATER HEATER

WORK POINT

WATERPROOF

WATER RESISTANT

WELDED WIRE MESH

WITH

WITHOUT

WOOD

LOCATION MAP

PROJECT NARRATIVE & SCOPE

PROPERTY DESCRIPTION

CODE INFORMATIONABBREVIATIONS

ARCHITECTURAL SYMBOLS

GRID LINE

DETAIL

SECTION

ENLARGED PLAN

EXTERIOR

ELEVATION

A0.00

GRID LINE

DETAIL NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

ENLARGED PLAN LETTER

SHEET NUMBER

NUMBER / LETTER

A0.00

DETAIL NUMBER

A0.00

INTERIOR

ELEVATION

SHEET NUMBER

DETAIL NUMBERA

A0.00

DETAIL NUMBER

DEFERRED SUBMITTALS

AUTOMATIC FIRE SPRINKLER SYSTEM

AUTOMATIC FIRE ALARM SYSTEM

ENTRY GATE SYSTEM

CONCRETE MIX DESIGN

STRUCTURAL STEEL, INCLUDING STAIRS

GENERAL CONSTRUCTION SCOPE:

PHYSICAL STREET ADDRESS:

CITY: .

POSTAL CITY AND ZIP CODE:

PROPERTY NAME:

CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE

ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY

HAVING JURISDICTION. ALL WORK SHALL CONFORM WITH DRAWINGS AND

SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING

WHERE APPLICABLE:

- GOVERNING MUNICIPAL AND REGULATORY AGENCIES

- LOCAL, STATE AND FEDERAL BODIES

- 2023 FLORIDA BUILDING CODE, 8 th EDITION

WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE AUTHORITY HAVING

JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND

WRITTEN APPROVAL OF SAID AUTHORITY.

2023 FLORIDA BUILDING CODE, 8th EDITION FOR THE FOLLOWING DISCIPLINES:

BUILDING

EXISTING BUILDING

PLUMBING

MECHANICAL

FUEL GAS

FLORIDA ACCESSIBILITY FOR BUILDING CONSTRUCTION

ENERGY CONSERVATION

FLORIDA FIRE PREVENTION CODE 8th EDITION (2023)

NFPA 101 2021 EDITION LIFE SAFETY CODE with FLORIDA AMENDMENTS

NFPA 1 UNIFORM FIRE CODE 2021 EDITION with FLORIDA AMENDMENTS

NATIONAL ELECTRIC CODE NFPA-70 2020

142 SHEET NUMBER

XX ZZ XX - CABINET WIDTH IN INCHES

YY - CABINET HEIGHT IN INCHES

ZZ - CABINET DEPTH IN INCHES

CONTACT: LENNARD DAVIS

lennardd@ff-ae.com | 888-850-3323

CONTACT: CHRIS SMITH

chriss@ff-ae.com | 888-850-3323

ELECTRICAL ENGINEERPLUMBING ENGINEER

CONTACT: PREETHI KUMARI

pkumari@ingenuityei.com

407-398-6007

6275 HAZELTINE

NATIONAL DR. ORLANDO,

FL 32822

2116 GRIFFIN ROAD

LEESBURG, FL

34748

CITY OF LEESBURG GAS OPERATIONS CENTER

- MAIN OFFICE BUILDING

TO PROVIDE DESIGN AND THE CONSTRUCTION

DOCUMENTS NECESSARY TO PERMIT AND

CONSTRUCT AN APPROXIMATELY 3,850 SQUARE

FEET (SF) OF REMODEL AREAS AND AN

APPROXIMATELY 3,200 SQUARE FEET (SF)

ADDITION TO THE EXISTING BUILDING.

306 S. 6TH ST. P.O.

BOX 490630 LEESBURG,

FL 34749-0630

CONTACT: COREY GOEPFERT

corey.goepfert@leesburgflorida.gov

352-728-9840

CONTACT: PREETHI KUMARI

pkumari@ingenuityei.com

407-398-6007

6275 HAZELTINE

NATIONAL DR. ORLANDO,

FL 32822

CONTACT: PREETHI KUMARI

pkumari@ingenuityei.com

407-398-6007

6275 HAZELTINE

NATIONAL DR. ORLANDO,

FL 32822

CIVIL ENGINEER

CONTACT: JEFF BANKER

jbanker@heifl.com

407-484-7448

1172 S. GRAND HIGHWAY

CLERMONT, FL 34711

VICINITY PLAN

NOTE TO BUILDERS

PROVIDE FULL CONSTRUCTION DOCUMENTS SETS TO SUBCONSULTANTS. DO NOT PROVIDE

PARTIAL OR SEPARATED SETS FOR BIDDING.

CONCRETE REINFORCEMENT

STEEL JOIST

STEEL DECK

COLD FORMED STEEL FRAMING

SHEET NUMBER

JOB #:

ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

© FOREFRONT ARCHITECTURE & ENGINEERING LLC 2014 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HERE IN ARE THE PROPERTY OF FOREFRONT ARCHITECTURE & ENGINEERING LLC AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. ANY REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF FOREFRONT ARCHITECTURE & ENGINEERING LLC IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. IF PRINTED ON 11X17 SCALE IS HALF THE SIZE NOTED

DATE:

S E

A L

1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

J O

B N

A M

S H

E E

T N

A M

A R C H I T E C T U R E

E N G I N E E R I N G

FOR BIDDING ONLY

U s e rs \e d u a rd o c \D o c u m e n ts

-1

-0

E E

S B

U R

G G

A S

O P

E R

A T

S O

F F

O F

E R

T e d u a rd o c N

X Z

U R

.r v t

G-001

C O

V E

R S

H E

E T

2025-05-05

25-11058

Y O

F L

E E

S B

U R

G G

A S

O P

E R

A T

S C

E N

T E

R M

O F

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R D

E E

S B

U R

G F

CITY OF LEESBURG GAS OPERATIONS CENTER: MAIN OFFICE BUILDING

SHEET SCHEDULE

REV.

NO. SHEET NAME REVISION REV. DATE

G-001 COVER SHEET 4 03/26/2026

G-002 CODE ANALYSIS

G-003 LIFE SAFETY PLAN 1 02/23/2026

C-100 COVER SHEET

C-101 GENERAL NOTES

C-104 DEMOLITION AND EROSION CONTROL PLAN

C-200 SITE PLAN 4 03/26/2026

C-300 GRADING AND DRAINAGE PLAN 4 03/26/2026

C-301 GRADING SECTIONS

C-400 UTILITY PLAN 4 03/26/2026

C-500 FIRE SAFETY PLAN 4 03/26/2026

C-600 GENERAL DETAILS

C-700 CITY OF LEESBURG STANDARD NOTES AND

DETAILS

C-701 CITY OF LEESBURG STANDARD NOTES AND

DETAILS

A-001 SPECIFICATIONS

A-002 SPECIFICATIONS

A-003 SPECIFICATIONS

A-004 SPECIFICATIONS

A-005 SPECIFICATIONS

A-006 SPECIFICATIONS

A-007 SPECIFICATIONS

A-008 SPECIFICATIONS

A-009 SPECIFICATIONS

A-010 SPECIFICATIONS

AS-101 SITE PLAN

AD-101 DEMOLITION PLANS 2 03/18/2026

A-101 FIRST FLOOR PLAN

A-102 SECOND FLOOR PLAN

A-103 ROOF PLAN 2 03/18/2026

A-201 OFFICE EXTERIOR ELEVATIONS

A-202 OFFICE EXTERIOR ELEVATIONS

A-203 3D VIEW

A-301 BUILDING SECTION

A-302 BUILDING SECTION

A-303 WALL SECTION

A-401 FIRST FLOOR REFLECTED CEILING PLAN 4 03/26/2026

A-402 SECOND FLOOR REFLECTED CEILING PLAN 4 03/26/2026

A-501 ENLARGED PLAN AND INTERIOR ELEVATIONS 4 03/26/2026

A-502 ENLARGED PLAN AND INTERIOR ELEVATIONS 2 03/18/2026

A-503 ENLARGED PLAN AND INTERIOR ELEVATIONS

A-504 ENLARGED PLAN AND INTERIOR ELEVATIONS

A-505 ENLARGED PLAN AND INTERIOR ELEVATIONS 4 03/26/2026

A-506 ENLARGED PLAN AND INTERIOR ELEVATIONS

A-507 ENLARGED PLAN AND INTERIOR ELEVATIONS 4 03/26/2026

A-508 ENLARGED PLAN AND INTERIOR ELEVATIONS

A-509 ENLARGED PLAN AND INTERIOR ELEVATIONS

A-510 STAIRS - ENLARGED PLAN AND SECTION

A-511 STAIRS - ENLARGED PLAN AND SECTION

A-601 DOORS, WINDOWS TYPE AND SCHEDULES

A-701 ARCHITECTURAL DETAILS -

WINDOWS/STOREFRONTS/DOORS

A-702 ARCHITECTURAL DETAILS - ROOF

A-703 ARCHITECTURAL DETAILS - WALLS 2 03/18/2026

A-704 ARCHITECTURAL DETAILS - CEILING FINISHES

A-705 ARCHITECTURAL DETAILS - STAIRS 4 03/26/2026

A-801 ADA DETAILS

A-802 ADA SIGNAGE AND DETAILS

A-901 FINISHES PLAN - FIRST LEVEL 4 03/26/2026

A-902 FINISHES PLAN - SECOND LEVEL 4 03/26/2026

S001 STRUCTURAL NOTES 1 02/23/2026

S002 COMPONENTS AND CLADDING WIND

PRESSURES

S101 FOUNDATION PLAN

S102 SECOND FLOOR & LOW ROOF FRAMING PLAN

S103 ROOF FRAMING PLAN

SD100 FOUNDATION DETAILS - MONO

SD200 FRAMING DETAILS - FLOOR

SD300 FRAMING DETAILS - ROOF

M-001 MECHANICAL LEGEND, NOTES &

ABBREVIATIONS

M-002 MECHANICAL SPECIFICATIONS

M-003 MECHANICAL SCHEDULES

M-004 MECHANICAL SCHEDULES

M-101 FIRST FLOOR PLAN - MECHANICAL

M-102 SECOND FLOOR PLAN - MECHANICAL

M-601 MECHANICAL DETAILS

M-602 MECHANICAL DETAILS

MD-101 DEMOLITION PLANS - MECHANICAL

P-001 PLUMBING LEGEND, NOTES AND

ABBREVIATION

1 02/23/2026

P-002 PLUMBING SCHEDULES

P-101 FIRST FLOOR PLAN - PLUMBING

P-102 SECOND FLOOR PLAN - PLUMBING

P-301 ENLARGED PLANS - PLUMBING

P-401 GAS RISER DIAGRAM - PLUMBING 1 02/23/2026

E-001 ELECTRICAL LEGEND, NOTES &

ABBREVIATIONS

E-002 ELECTRICAL SPECIFICATIONS

E-010 SITE PLAN - ELECTRICAL

ED-101 DEMOLITION PLANS - ELECTRICAL

E-101 FIRST FLOOR PLAN - ELECTRICAL

E-102 SECOND FLOOR PLAN - ELECTRICAL

E-401 ELECTRICAL RISER DIAGRAMS & PANEL

SCHEDULE

E-601 ELECTRICAL DETAILS

E-602 ELECTRICAL DETAILS

E-603 ELECTRICAL DETAILS

T0.01.01 COVER PAGE

T0.01.02 LEGEND PAGE

T1.00.01 SITE PLAN

T1.01.01 LEVEL 1 - OVERALL LAYOUT

T1.01.02 LEVEL 1 - OVERALL RCP

T1.02.01 LEVEL 2 - OVERALL LAYOUT

T1.02.02 LEVEL 2 - OVERALL RCP

T3.01.01 ELEVATIONS 1

T3.01.02 ELEVATIONS 2

T4.01.01 MDF - DISTRIBUTION FRAME DETAILS

T6.01.01 DETAIL PAGE 1

T6.01.02 DETAIL PAGE 2

T6.01.03 DETAIL PAGE 3

F-001 FIRE PROTECTION LEGEND, NOTES &

ABBREVIATIONS

F-010 SITE PLAN - FIRE PROTECTION

F-101 FIRST FLOOR PLAN - FIRE PROTECTION

F-102 SECOND FLOOR PLAN - FIRE PROTECTION

M A

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EXIT

EXITE

EXIT

MECHANICAL AND ELECTRICAL SYMBOLS

REFLECTED CEILING

PLAN NOTES

1. ALL INTERIOR CEILING / SOFFIT FINISHES TO BE 5/8" GYPSUM WALL

BOARD U.N.O.

2. CEILING FINISHES WITHIN ENCLOSED SPACES UNDER STAIRS TO BE

5/8" DENS SHIELD.

3. ALL EXTERIOR CEILING / SOFFIT FINISHES TO BE 1-COAT STUCCO

U.N.O.

4. REFER TO ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS BY

OTHERS FOR ADDITIONAL INFORMATION.

5. INSTALL ALL ELECTRICAL PER MANUFACTURER INSTALLATION

INSTRUCTIONS AND IN ACCORDANCE WITH ALL APPLICABLE CODES.

REFLECTED CEILING

SYMBOLS

OPEN CEILING

1/2" GYPSUM WALL BOARD FOR INTERIOR

CEILINGS

ACOUSTIC CEILING 2' 0" x 4' 0"

METAL PANEL

SUPPLY AIR DIFFUSER.

REFER TO MECHANICAL

RETURN AIR DIFFUSER.

6" CAN LIGHT REFER TO ELECTRICAL

SUSPENDED TRACK LIGHTS

PENDANT

WALL SCONCE

2'x2' LIGHT FIXTURE

EMERGENCY 2'x2' LIGHT FIXTURE WITH

INTEGRAL EMERGENCY BACKUP

2'x4' LIGHT FIXTURE

EMERGENCY 2'x4' LIGHT FIXTURE WITH

INTEGRAL EMERGENCY BACKUP

1'x4' LIGHT FIXTURE

EMERGENCY 1'x4' LIGHT FIXTURE WITH

INTEGRAL EMERGENCY BACKUP

CEILING TYPES

GENERAL CEILING NOTES

SYMBOLS SHOWN ARE GENERALIZATIONS FOR SPECIFIC TRADES, FOR

ACTUAL CEILING FIXTURE SPEC & TYPE. REFER TO ELECTRICAL

ENGINEERS DRAWINGS.

ALL RESTROOM CEILINGS TO BE 11'-6" A.F.F. UNLESS NOTED OTHERWISE.

GENERAL NOTES FOR REFLECTED

CEILING PLAN

1. COMPLY WITH THE FOLLOWING NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE REFLECTED

CEILING PLANS:

"GENERAL NOTES FOR PROJECT"

"GENERAL NOTES FOR NEW CONSTRUCTION FLOOR PLANS"

"GENERAL NOTES FOR DIMENSION FLOOR PLANS"

2. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE REFLECTED CEILING PLANS WITH ALL OTHER

DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY ERROR, INCONSISTENCY, OR

OMISSION THAT IS DISCOVERED.

3. SEE ELECTRICAL, COMMUNICATION, SECURITY, AND/OR FIRE PROTECTION DRAWINGS FOR LOCATIONS OF

CEILING-MOUNTED SMOKE DETECTORS, COMMUNICATION DEVICES, AND FIRE ALARM DEVICES, SECURITY DEVICES, ETC.

4. ONLY CEILING-MOUNTED EXIT LIGHTS ARE SHOWN ON THE REFLECTED CEILING PLANS. SEE THE ELECTRICAL

DRAWINGS FOR LOCATIONS OF WALL-MOUNTED EXIT LIGHTS, IF APPLICABLE.

5. SPRINKLER HEADS:

SPRINKLER HEAD LOCATIONS ARE NOT INDICATED ON THE REFLECTED CEILING PLANS.

THE ONLY SPRINKLER HEADS SHOWN ON THE REFLECTED CEILING PLANS HAVE BEEN SHOWN FOR AESTHETIC

PURPOSES.

B. NEITHER SPRINKLER HEADS OR CONCEALED SPRINKLER HEAD COVERS ARE ALLOWED TO BE PAINTED. THE

CONTRACTOR SHALL VERIFY THAT ANY SPRINKLER HEADS THAT ARE ACCIDENTALLY PAINTED ARE REMOVED FROM

THE SITE AND REPLACED WITH NEW SPRINKLER HEADS.

6. ACCESS PANELS IN NON-ACCESSIBLE FINISH CEILINGS:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL SUBCONTRACTORS AND WITH THE

OWNER'S VENDORS TO VERIFY THAT THE MINIMUM NUMBER OF ACCESS PANELS ARE PROVIDED (BY THE SHARING

OF ACCESS PANELS WHEREVER POSSIBLE).

B. LOCATIONS OF ALL ACCESS PANELS MUST BE APPROVED IN ADVANCE BY THE DESIGN PROFESSIONAL IN ORDER

TO ENSURE THAT THE "AESTHETIC DESIGN INTEGRITY" OF CEILINGS AND SOFFITS IS MAINTAINED.

7. THE CONTRACTOR SHALL ALSO PROVIDE ACCESS PANELS IN GYPSUM BOARD AND/OR OTHER HARD SURFACE

CEILINGS AND SOFFITS SO THAT THE DESIGN CONSULTANT AND THE AUTHORITIES HAVING JURISDICTION CAN

INSPECT RATED AND NON-RATED PARTITIONS. THESE ACCESS PANELS SHALL BE LOCATED AT INTERVALS NOT TO

EXCEED 30'-0" ON CENTER, WITH A MINIMUM OF ONE ACCESS PANEL PER SPACE, AND IN SUCH MULTIPLE LOCATIONS

AS NECESSARY TO VIEW ALL PLANES AND SURFACES OF THE RATED AND NON-RATED PARTITIONS.

8. THE CONTRACTOR SHALL ADVISE THE OWNER THAT AN 18" MINIMUM VERTICAL CLEARANCE SHALL BE

MAINTAINED BETWEEN THE BOTTOM OF THE SPRINKLER HEADS AND THE TOP OF ANY FIXED OR MOVEABLE ITEM.

THE CONTRACTOR SHALL ALSO ADVISE THE OWNER THAT ITEMS SHALL NOT BE PLACED OR STORED ON TOP OF

SHELVING SO THAT THIS CODE REQUIRED 18" MINIMUM VERTICAL CLEARANCE WILL BE MAINTAINED.

9. IN A MEANS OF EGRESS, THE CEILING SHALL BE INSTALLED SO THAT THE MINIMUM CLEAR VERTICAL HEADROOM

IS 7'-10" CLEAR AFF, AND SO THAT PROJECTIONS FROM AND BELOW THE CEILING ARE A MINIMUM OF 6'-8" CLEAR

AFF.

10. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S REFLECTED CEILING PLANS APPLY ONLY TO

THE LIMITS OF THE ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE THE OTHER DISCIPLINES'

DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THEIR DISCIPLINE.

11. SEE THE INTERIOR DESIGN DRAWINGS REFLECTED CEILING PLANS FOR THE PAINT SPECIFICATIONS AND COLORS

OF PAINTED CEILINGS AND INTERIOR SOFFITS.

12. SEE THE SPECIFICATIONS FOR COLORS OF PAINTED EXTERIOR SOFFITS.

13. SEE THE INTERIOR DESIGN DRAWINGS FOR THE FINISH MATERIALS AND/OR PAINT SPECIFICATIONS AND COLORS

ON THE EXPOSED UNDERSIDES OF STAIR LANDINGS AND STAIR RUNS.

A-301

A-302

A-301

A-302

8' - 0" FF

10' - 0" FF

SHOP

SHOWER

11' - 0" CLG

VESTIBULE

118A

11' - 0" CLGMEN

11' - 0" CLG

EXISTING MECH./JAN.

11' - 0" CLG

WOMEN

11' - 0" CLG

KITCHEN

11' - 0" CLG

VESTIBULE

120A

11' - 0" CLG

LOCKERS

9' - 0" CLG

ELECTRICAL

11' - 0" CLG

RESTROOM

11' - 0" CLG

RECEPTION/OFFICE

11' - 0" CLG

LOBBY

10' - 4" CLG

OFFICE

11' - 0" CLG

OFFICE

11' - 0" CLG

OPEN OFFICE

10' - 2" CLG

OFFICE

11' - 0" CLG

OFFICE

11' - 0" CLG

MECHANICAL

WELDING

I.T.

11' - 0" CLG

OFFICE

11' - 0" CLG

OFFICE

11' - 0" CLG

BREAK ROOM

10' - 4" CLG

CONFERENCE

10' - 4" CLG

STORAGE

RISER ROOM

11' - 0" CLG

HALLWAY

9' - 0" CLG

HALLWAY

9' - 0" CLG

HALLWAY

8' - 10" CLG

HALLWAY

9' - 0" CLG

10' - 0" FF

OPEN CEILING

10' - 0" FF

8' - 10" FF

OPEN OFFICE

2' - 3" 5' - 2 1/2" 1' - 0 1/2"

1' - 6"

OPEN CEILING

1' - 6"

10' - 0" FF

CHASE

A-703

SHEET NUMBER

JOB #:

ANY DISCREPANCY OR

ERROR IN DIMENSIONS OR

NOTES SHALL BE BROUGHT

TO THE ATTENTION OF THE

DESIGN PROFESSIONAL FOR

CLARIFICATION PRIOR TO

COMMENCEMENT OF

CONSTRUCTION.

DATE:

S E

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1230 Oakley Seaver Drive, Suite 100 Clermont, Florida 34711

888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

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KEYNOTES

NO. KEY

1/4" = 1'-0"1 FIRST LEVEL REFLECTED CEILING PLAN

M A

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A T

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C R

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A-301

A-302

A-301

A-302 OFFICE

9' - 0" CLG

OFFICE

9' - 0" CLG

OFFICE

9' - 0" CLG

RESTROOM

8' - 0" CLG

BREAK AREA

205A

OPEN TO BELOW

RESTROOM

8' - 0" CLG

OPEN OFFICE

OFFICE

9' - 0" CLG

STORAGE

CHASE

OPEN TO BELOW

HALLWAY

CHASE

2' - 8"5' - 6"