Addendum_3_-_3.24.2026.pdf

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

About this file

This Addendum No. 3, issued March 24, 2026, by the City of Leesburg Procurement Manager, provides responses to 40 request for information (RFI) inquiries submitted by interested bidders for IFB 26-011-LK, the Leesburg Gas Department Building Improvement Project. The addendum addresses critical clarifications regarding ceiling materials, insulation specifications, mechanical equipment schedules, plumbing and electrical systems, structural details, and procurement requirements. Key clarifications include confirmation that USG Juno ceiling tiles with intermediate duty non-gasketed grids shall be provided (not the "Homevinyl" referenced in original drawings); rigid insulation is required above the main roof structure while batt insulation may be used below ceilings for cost savings; batten panel metal roofing systems with 16-inch width spacing are specified; Builder's Risk insurance is required and shall be provided by the contractor; CPVC piping is acceptable for above-grade water piping; all existing roof must be demolished; and soap dispensers and paper towel dispensers are required in handicap restroom stalls. The addendum confirms the project engineer's estimate at $4.7 million and clarifies that Addendum 4 will address permanent fencing and gate details with automatic opener specifications. The document includes revised sheets A-502 (Enlarged Plan and Interior Elevations), A-703 (Architectural Details - Walls), and AD-101 (Demolition Plans), along with mechanical schedule documents for both the main office and warehouse facilities. Bidders must acknowledge receipt of this addendum on their Proposal Bid Form; submission of a bid constitutes acknowledgment of receipt.

The addendum clarifies various technical and administrative requirements with no modifications to pricing, bonding, insurance, or bidder eligibility criteria established in the original solicitation. Contractor responsibilities are confirmed for material testing incorporation into the Scope of Work, coordination of utility replacements with Leesburg Power Company (which handles transformer sizing and replacement), and demolition of existing elements including the 4-foot chain link fence at the east side of property and existing roof. Existing wheel stops may not be reused, and existing carpet tile and VCT flooring require removal with slab preparation for new flooring. The mechanical equipment schedules provide detailed specifications for air-handling units, condensing units, ductless split systems, exhaust fans, unit heaters, and air devices for both office and warehouse buildings, with all equipment featuring specific manufacturers (primarily Daikin, Greenheck, and Broan) and technical performance requirements. No changes are indicated regarding the five-year business requirement, CGC licensure, reference requirements, or other qualification criteria from the original IFB.

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DATE: March 24, 2026 TO: All Interested Bidders and Other Interested Parties FROM: Hosea Goodwyn, Procurement Manager

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. Sheet A-502 Details A and G and enlarged restroom detail 1 do not show soap dispensers or paper towel dispensers at the sink in either of the handicap stalls. Please advise if these are required.

A1. These are required – please see revised sheet A-502.

Q2. Please provide permanent fencing/gates details to include automatic opener details.

A2. To be added into Addendum 4.

Q3. Drawing callout (sheets A901/A902) CF2: “24"X24" SMOOTH CEILING TILE. PREMIUM PVC

PANEL. BRAND: HOMEVINYL OR SIMILAR. COLOR: BLACK”

Spec Section 09 51 00 (sheet A009): USG Juno for office areas (2.02 B)

“Homevinyl” does not exist as a ceiling product. All ACT rooms on the finish schedule are office/lobby/hallway/IT/break-room type. Spec 09 51 00 (2.02B) names USG Juno mineral-fiber panels (data sheet attached) for offices, but drawings call for black PVC (A901/A902).

The spec also requires a gasketed aluminum grid (2.03 B, data sheet attached) which is typical of clean room environments, not an office setting. The USG Juno data sheet shows coordination with standard USG DX grid (data sheet attached).

Should we provide USG Juno per spec 2.02 B with standard intermediate duty non-gasketed grid or with the light duty gasketed aluminum grid?

Or do you want a black PVC panel instead and if so, please name acceptable manufacturers?

A3. Please provide USG Juno with intermediate duty non-gasketed grid.

IFB 26-011-LK

Leesburg Gas Department Building Improvement Project

Addendum No. 3

Q4. Please clarify if Builders' Risk is required and if so, clarify if the contractor or City will be providing.

A4. Builder’s Risk Insurance is required. This requirement will be provided by the Contractor.

The policy shall cover the total value of the project under construction.

Q5. Is it the responsibility of the general contractor or the owner to provide material testing?

A5. The General Contractor should incorporate material testing into their SOW.

Q6. Is builder risk insurance required for this project?

A6. See question number 4.

Q7. On sheet A-901, the ACT is called out as "Homevinyl or Similar". The specifications state the

ACT to be by Armstrong, CertainTeed, or USG, please clarify is the specifications or drawings should take precedence here.

A7. Please provide USG Juno with intermediate duty non-gasketed grid.

Q8. At the entrance to lobby 100, there is a metal panel ceiling called out on sheet A-401.

Please provide the specification or manufacturer/model for this ceiling type.

A8. Please see revised sheet A-703.

Q9. What is the existing Fire Alarm System?

A9. Unknown at this time.

Q10. There is a specification section referring to the resilient base. Yet there is no call out for the base type on any room per sheets A-901 & A-902. Please clarify the locations of resilient base.

A10. Disregard specification section for resilient base.

Q11. 11A Keynote on A-101 identifies a hose reel. Please indicate manufacturer, size, and model.

A11. Uline model H-7158 or equal.

Q12. Per A-103, a general note indicates to paint roof mounted items. Could you specify what items are needing to be painted and the selected color/manufacturer?

A12. Disregard this note.

Q13. Is the requirement to pressure wash existing CMU as part of the Final Cleaning?

A13. Existing CMU is to be pressure washed per note 02B, sequencing to be determined by selected general contractor.

Q14. Please provide a specification for the sealed concrete scope of work.

A14. The concrete specifications are shown on sheet S001.

Q15. Is there an engineer estimate as to the cost of this project?

A15. $4.7 million.

Q16. Detail 5/P301 2nd Floor Gravity Plan Shows what appears to be 2 Floor Drains in the

Men's & Women's Rooms That are Not Called Out. Is it the intent to have floor drains in these locations? See Also Detail 3 Locker Room In that location there appears to be 3 additional floor drains also not tagged on the plan as well. Are drains required in these locations as well?

A16. Please see 1/A-501 and 1/A-503. Floor drains are called out.

Q17. Please locate the hot water heater EWH-1 and Hot Water Recirculation Pump on Plumbing

Plan's.

A17. See sheet P-301/2.

Q18. Please show all water vent & sanitary piping continuation and point of tie-in for all piping from toilet rooms & locker rooms on plumbing plans P-101 First Floor Plumbing Plan & P- 102 2nd Floor Plumbing Plan. So, we may adequately price the plumbing piping and account for any additional saw cutting of the existing slab on grade.

A18. See sheet P-301 for all callouts from sheet P-101 showing all points of connection and existing conditions direction.

Q19. Please provide details of the rake beams and related reinforcing requirements so we may adequately price the concrete and reinforcing at these locations.

A19. Rake beam sizes are shown on sheets S102 and S103 with reinforcing requirements shown in detail 4/SD300.

Q20. It appears that the gas meter that is shown as existing to be reused on the plans is on a section of the exterior wall that is scheduled to be removed. Please confirm gas utility company is responsible for the salvage and re-install of the existing gas meter.

A20. Answer will be addressed in addendum 5.

Q21. Plumbing Specification 2.4 Drawing P-001 Water Piping Above Grade Lists both copper &

CPVC piping for water piping. Please confirm CPVC piping is acceptable for use in above grade water piping.

A21. CPVC is acceptable.

Q22. Will gas piping be required to AHU #3? Drawing P-101 does not show any gas line feeding this AHU.

A22. See sheet P-101 for added ½” gas connection.

Q23. Is Builder's Risk required or carried by the owner?

A23. See question number 4.

Q24. 8 / SD100 – Appears to be pipe backfill detail instead of stair stringers details. Please verify.

A24. Detail 8/SD100 shows the thickened slab requirement at the base of the stair stringers.

Q25. Per 1/SD100, is there to be a steel connection from footer to slab edge? Please provide clarity.

A25. No connection is required between the slab and exterior CMU wall or slab and footing.

Q26. Please advise if noted 8 on sheet A-902 is applicable to this project.

A26. Disregard note 8 on sheet A-902.

Q27. Please clarify the required gauge for the steel studs shown in exterior wall type T07. The specifications refer to both 16 Gauge and 18 Gauge.

A27. 18 Guage is acceptable.

Q28. I am seeking clarification regarding the ITB requirement stating that bidders must have been in business for a minimum of five years. If a firm has been in business for slightly over four years, but the principal has more than 15 years of relevant industry experience and have successfully completed projects of similar scope and scale, would that firm still be eligible to submit a bid, or is the five-year requirement strictly enforced? Thank you for your clarification.

A28. Section 6.5 of the solicitation outlines the criteria that will be used to evaluate all bidders.

Q29. Please confirm the existing electrical utility which is to be remove and relocated will be handle by the Leesburg Power Company and GC will only coordinate.

A29. Any sizing or replacement of the utility transformer is the purview and responsibility of

Leesburg Power Company. General contractor will only coordinate.

Q30. Please advise if the existing wheel stop will be re-use.

A30. Existing wheel stops may not be reused.

Q31. Please clarify the extent of the removal of the 8' vinyl fence.

A31. Please see revised sheet AD-101.

Q32. Architectural Building Section on A-301 & A-302 have conflicting Keynote Tags regarding

07A & 07B Batt vs Rigid Insulation. Please confirm that all insulation above the metal decking/plywood is to be rigid insulation. Is the intent for all the metal roof panels bearing on bar/joist decking at the Main Office to be the Structural Metal Roof Insulated Panel per Spec Section 07 41 13 Section 2.01 A? Is Spec Section 2.01 B under same heading to be specific to the Pole Barn/Warehouse structure or will this non-structural uninsulated panel be used at the Main Office also? Is the intent for the Metal Wall Panels to be a true Board/Batten profile? If so, what is the desired batten spacing, 12” or 16”?

See link to Drexel Metal cut sheet https://www.drexmet.com/wp-content/uploads/2024/12/DMC-Wall-Series-Board-and-Batten-Data.pdf 4. Please confirm it is acceptable that the metal roof panels are standing seam vs a board/batten profile. You cannot use board/batten on a 2/12 slope as it must be mechanically seamed.

A32. 1. Notes are not contradictory. Rigid insulation is to be used for the main roof as shown where there is exposed structure ceilings, and batt insulation is to be used at the lower roof as shown for cost savings where the structure is above a ceiling.

2. Disregard Spec section 07 41 13 part 2.01A. All roofing panels are non-insulated.

3. Provide batten panel system, 16” width in bid. VE options may be discussed following GC selection.

Q33. Based on Google there seems to be a 4’-foot chain link fence to the east of the property.

Please advise if that fence is to remain or be demo. Plans do not call it out.

A33. Please demolish existing 4’ chain link fence at East side of property.

Q34. Please provide location of the existing flagpole that is being removed. Plans do not show it.

A34. We are not aware of an existing flag pole. Please field-verify the location of any flagpole to be removed.

Q35. Plan P-101 Call shows an underground sanitary line with one note calling for a 3" sanitary and an invert elevation. However, when you look at the same line in the building adjacent to the floor clean out it calls this line out as a future sanitary. Please clarify if sanitary is new or a future line.

A35. There is no sanitary connection shown on sheet P-101. There are 2 separate connections needed to connect to existing below slab. See sheet P-301/1 and 3.

Q36. Are we to demolish the existing roof? Please provide direction as there is no note or drawing on the existing roof.

A36. Yes, existing roof is to be demolished.

Q37. Please provide existing floor type that is to be demolished. Is grinding of existing adhesive required?

A37. Carpet tile and VCT are to be removed from existing slab. Slab is then to be prepped to receive new flooring.

Q38. Notes 1&2 on the Electric Unit Heater schedule somewhat contradict each other. please clarify which note is correct.

A38. Notes in the electric unit heater schedule to be adjusted. The note should read:

• Provide with field installable control kit, heavy gauge die-formed steel housing, pull-through air flow design, branch circuit fusing (where required), factory 24v control transformer option, and automatic reset capillary type linear thermal cut-out.

Q39. Notes 1&2 on the Air-Cooled Condensing Unit Schedule appear to be cut off. Please revise schedule to show full notes.

A39. Schedule has been revised to properly show all of notes 1 and 2. The notes should read:

• Provide complete with scroll compressor, field-installed filter drier, front seating valves, internal relief valve, internal thermal overload, long line capacity, low ambient capability/kit (where required), accumulator, high pressure cutout switch, and loss of charge switch.

• Provide with these factory options: anti-short cycle relay, time delay relay (to meet ari rating where indoor is not equipped) anti-short cycle timer, evaporator freeze thermostat & isolation relay (when low ambient kit is used), liquid line solenoid valve, and bi-flow txv, low ambient condenser fan, motor speed controller.

Q40. Please provide a cut section or more details as to what the called-out drywall ceiling at the covered patio is attaching too. Is this to be furring channel, metal stud, etc.?

A40. Please see revised sheet A-703.

The following documents are hereby made part of the solicitation.

1. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE A-103

2. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE A-502

3. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE A-703

4. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE AD-101

5. M-003-MECHANICAL SCHEDULES (MAIN OFFICE)

6. M-003 - MECHANICAL SCHEDULES (WAREHOUSE)

ACKNOWLEDGMENT - Addendum No. 3

Company Name

Signature of Officer

Type/Print Officer's Name & Title

2" / 12"

3' - 0"

1' - 8"

1' - 8"

1' - 10"

22H

22H

22J

22J

22J

22J

A-702

A-701

A-702

SIM.

A-702

A-702

S.O.H.

A-702

SIM.

A-702

SIM.

STOREFRONT JAMB TO STOREFRONT JAMB

LIMITS OF DETAIL 1/A-702

A-7023' - 0"

A-702

A-702

S.O.H.

A-702

A-703

A-703

GENERAL NOTES FOR ROOF PLAN

1. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE ROOF PLANS WITH ALL OTHER DRAWINGS AND SHALL

IMMEDIATELY NOTIFY THE DESIGN PROFESSIONAL OF ANY ERROR, OR OMISSION THAT IS DISCOVERED.

2. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND/OR LIGHTNING PROTECTION DRAWINGS FOR

LOCATIONS OF ADDITIONAL ITEMS WHICH HAVE NOT BEEN SHOWN ON THE ROOF PLAN.

3. THE "LIMITS OF CONSTRUCTION" LINES SHOWN ON THE ARCHITECT'S ROOF PLAN APPLY ONLY TO THE LIMITS OF THE

ARCHITECTURAL NEW CONSTRUCTION ON THE ROOF. SEE THE OTHER DISCIPLINES DRAWINGS FOR THE LIMITS OF THE

NEW CONSTRUCTION ON THE ROOF FOR THEIR DISCIPLINE.

4. PAINT EXPOSED ROOF-MOUNTED EQUIPMENT, PIPING, ETC. IN A COLOR SELECTED BY THE ARCHITECT, EXCEPT THAT

ITEMS THAT ARE ALUMINUM OR STAINLESS STEEL SHALL NOT BE PAINTED.

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

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1/4" = 1'-0"1

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KEYNOTES

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22H GUTTER 5"x5"

22J DOWNSPOUT 3" DIA

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09A

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22A

10J

09A

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10H

09H 3

10B

10C

09D

10R10B

22B

09A

10F

10H22G22F09C

09H

10C

09H

09D

10G

22B

09A

09D

10G

22A 10F

09H 10J

10A

09D

09A

09H

09A

22B

10H

10N 22C

10P

10M 10R

09D

22F 10B09C

10F

09H

10G

09D

10C

09D

10J

22A

10H

09A

09H

10B

10C

22A

22B

09A

10G

10J

10F

10A

09D

09H

MEN

118 VESTIBULE

118A

EXISTING MECH./JAN.

WOMEN

VESTIBULE

120A

A-502

A

A-502

G

H

E

F

C

BD

ADA

ADA

ADA

ADA

ADA

ADA

ADA

ADA

10C

10B

10C

10B

22F

22F

09C

09C

10R

10R

10J

22A

22B

10G

10F

10F

22B

10G

22A

10J

22G

10H

10H

10M

10P

10N

SLOPE SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

/2

/2

1' - 6" 1' - 6"

22D

22D

ADA

ADA

10A

10A

10B

10B

10C

10C

CABINET LEGEND

XX- CABINET WIDTH IN INCHES

WIC NUMBER

YY- CABINET HEIGHT IN INCHES

ZZ - CABINET DEPTH IN INCHES

ZZ

YY

XX

1/2" = 1'-0"1 ENLARGED RESTROOM PLAN

1/2" = 1'-0"B 118 - MEN VESTIBLE EAST

1/2" = 1'-0"A 118 - MEN VESTIBLE NORTH

1/2" = 1'-0"C 118 - MEN VESTIBLE SOUTH

1/2" = 1'-0"D 118 - MEN VESTIBLE WEST

1/2" = 1'-0"E 120 - WOMAN VESTIBLE NORTH

1/2" = 1'-0"G 120 - WOMAN VESTIBLE SOUTH

1/2" = 1'-0"F 120 - WOMAN VESTIBLE EAST

1/2" = 1'-0"H 120 - WOMAN VESTIBLE WEST

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

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A M

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KEYNOTES

NO. KEY

09A CERAMIC WALL TILE - 12"X24"

09C 1" THICK QUARTZ COUNTERTOP - SIZES DETERMINED BY FLOOR PLANS

09D PAINTED GYPSUM

09H CERAMIC BULLNOSE TILE TRIM - 3"x12"

10A RECESSED TOILET TISSUE, SEAT COVER DISPENSER AND WASTE DISPOSAL -

BOBRICK - B-3092 OR SIMILAR

10B SURFACE-MOUNTED SOAP DISPENSER - BOBRICK - B-2111 OR SIMILAR

10C RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE - BOBRICK - B-4369 OR

SIMILAR

10F 36" STRAIGHT GRAB BAR - HORIZONTAL POSITION - BOBRICK - B-5806x36 OR

SIMILAR - (PROVIDE BLOCKING IN WALLS)

10G 42" STRAIGHT GRAB BAR - HORIZONTAL POSITION - BOBRICK - B-5806x42 OR

SIMILAR - (PROVIDE BLOCKING IN WALLS)

10H TOILET PARTITIONS

10J 18" WELDED-FRAME MIRROR - BOBRICK - B-290 1836 OR SIMILAR

10M RECESSED SEAT COVER DISPENSER - BOBRICK - B-301 OR SIMILAR

10N PARTITION-MOUNTED SANITARY NAPKIN DISPOSAL - BOBRICK - B-354 OR

SIMILAR

10P SURFACE-MOUNTED MULTI-ROLL TOILET DISPENSER - BOBRICK - B-4288 OR

SIMILAR

10R 24" WELDED-FRAME MIRROR - BOBRICK - B-290 2436 OR SIMILAR

22A ADA WALL MOUNTED SINK - PER PLUMBING

22B ADA TOILET - PER PLUMBING

22C STANDARD TOILET - PER PLUMBING

22D FLOOR DRAIN - PER PLUMBING

22F UNDERMOUNT CIRCULAR SINK - PER PLUMBING

22G URINAL - PER PLUMBING

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1' - 4 3/4"5/8" GYP. BD.

3-5/8" METAL STUDS @

16" O.C.

5/8" X 5/8"

ALUMINUM

CHANNEL TRIM

QUARTZ COUNTERTOP

/2

/2

3"

QUARTZ END TRIM PIECES

3/4" PLYWOOD

ALIGN WITH WALL

FINISH BELOW

7/8" METAL HAT

CHANNELS @ 16"

O.C.

1/2" PLYWOOD

SHEATHING

BEAM PER STRUCTURAL

A-702

SIM.

1/2" EXTERIOR

GYP. SHEATHING

BACKER ROD & SEALANT2' - 6"

7/8" METAL HAT CHANNELS

@ 16" O.C.

EXTERIOR WALL

PER PLAN

24 GA. MIN. METAL

PANELS, PAINT TO

MATCH ROOFING PANELSEXTERIOR WALL BEYOND

5/8" PLYWOOD

SHEATHING

BACKER ROD AND

SEALANT

BATTEN PANEL METAL ROOFING

24 GA. MIN. METAL

PANELS, PAINT TO

MATCH ROOFING PANELS

24 GA. MIN. METAL

PANELS, PAINT TO

MATCH ROOFING PANELS

WEATHER BARRIER

A-702

SIM.

FRAMING PER STRUCTURALJOIST PER STRUCTURAL

EXTERIOR WALL PER PLAN

WEATHER BARRIER

CONT. SEALANT

6" METAL STUDS @ 16" O.C.

1/2" MIN. PLYWOOD SHEATHING

METAL ROOFING PANELS

3-5/8" METAL STUD BOX BEAM

ROOFING MANUFACTURER CLOSURE TRIM

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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

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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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1 1/2" = 1'-0"

N/A

PARTIAL HEIGHT WALL DETAIL

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2 SECTION AT COVERED PORCH

1" = 1'-0"

3 SECTION AT COVERED ENTRY

1" = 1'-0"2

MEN'S RESTROOM

WOMEN'S RESTROOM

RESTROOM

JAN./MECH

NOTE: DEMO EXISTING

PLUMBING FIXTURES,

COUNTERTOPS, WALL

AND FLOOR TILE, AND

RESTROOM

ACCESORIES

NOTE: DEMO EXISTING CASEWORK - EXISTING

SINK AND FAUCET TO BE RE-USED MAKE

NECESSARY ADJUSTMENTS TO PLUMBING LINE

FOR NEW CABINET CONFIGURATION AND SINK

PLACEMENT - FIELD VERIFY FOR EXISTING

CONDITIONS

NOTE: DEMO

EXISTING PLUMBING

FIXTURES,

COUNTERTOPS, WALL

AND FLOOR TILE,

TOILET PARTITIONS,

AND RESTROOM

ACCESORIES

C O

R R

ID

O R

OFFICE

CONFERENCE ROOM

OPEN SPACE

REMOVE ALL ANCHORS, TIE-DOWNS AND OTHER ITEMS FROM

EXISTING SLAB. PATCH/REPAIR SLAB AS NEEDED AND PREP FOR

NEW FLOORING

STORAGE STORAGE

KITCHEN

OFFICE

STORAGE

14' - 8" 4' - 2" 14' - 8"

REMOVE INDICATED

SECTION OF EXTERIOR

WALL

REMOVE INDICATED

SECTION OF EXTERIOR

WALL

REMOVE INDICATED

SECTION OF EXTERIOR

WALL

/4

EXISTING GAS

STOVE/COOKTOP,

EXHAUST HOOD AND

FIRE SUPRESSION

SYSTEM TO REMAIN

AD-101

TO BE PERMITTED IN

SEPARATE SUBMISSION

TO BE PERMITTED IN

THIS SUBMISSION

DEMO EXISTING SLAB DEMO EXISTING

SHED AND SLAB IN

ITS ENTIRETY

REMOVE EXISITING FENCING

REMOVE EXISITING FENCING

EXISTING FENCING TO REMAIN

EXISTING VINYL FENCING TO

REMAIN

REMOVE EXISTING 4' CHAIN

LINK FENCING

DEMOLITION WALL

LEGEND

ITEM TO BE DEMOLISHED ENTIRELY

EXISTING FRAME WALL - TO REMAIN

EXISTING 8" CMU - TO REMAIN

1.THE PURPOSE OF THESE DOCUMENTS IS TO SHOW THE

GENERAL ARRANGEMENT AND EXTENT OF DEMOLITION SCOPE

OF WORK.

2.REMOVE PORTIONS OF EXISTING CONSTRUCTION AS

SHOWN AND AS NECESSARY. PROTECT AREA FROM DAMAGE

WHICH MAY OCCUR FROM DEMOLITION, DUST, WATER, ETC.

PROVIDE AND MAINTAIN TEMPORARY SECURITY FENCE AND

CHAIN-LINK CONSTRUCTION FENCE AS REQUIRED DURING

THE PERIOD OF CONSTRUCTION.

3.DAMAGE TO EXISTING STRUCTURES, FINISH, AND

EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE

SATISFACTION OF THE ARCHITECT, AT THE EXPENSE OF THE

GENERAL CONTRACTOR.

4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING

ALL LEFTOVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT

INVOLVED IN THEIR OPERATIONS AT THE CONCLUSION OF

THE WORK.

5.CONTRACTOR SHALL REPAIR OR REPLACE ANY FENCE,

SIDEWALK, PAVING, LANDSCAPING, OR ANY OTHER BUILDING

MATERIAL OR SYSTEM DAMAGED AS A RESULT OF LABOR,

MATERIAL AND EQUIPMENT DELIVERY AND HANDLING.

6.THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS

SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY,

PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR

EXPOSURE OF PERSONS TO ASBESTOS, HAZARDOUS OR TOXIC

SUBSTANCES IN ANY FORM AT THE PROJECT SITE.

PROFESSIONAL SERVICES RELATED OR IN ANY WAY

CONNECTED WITH THE INVESTIGATION, DETECTION,

ABATEMENT, REPLACEMENT, USE, SPECIFICATION, OR

REMOVAL OF PRODUCTS, MATERIALS OR PROCESSES

CONTAINING ASBESTOS, HAZARDOUS OR TOXIC MATERIALS

ARE BEYOND THE SCOPE OF THIS CONTRACT.

7.LOCATE, IDENTIFY, DISCONNECT AND SEAL OR CAP OFF

PLUMBING, ELECTRICAL AND FIRE ALARM/LOW VOLTAGE

UTILITIES SERVING BUILDINGS TO BE DEMOLISHED.

COORDINATE ANY SHUT-OFF WITH OWNER. REMOVE

EXISITNG WIRING BACK TO SOURCE. IF REQUIRED, PROVIDE

TEMPORARY UTILITY THAT BYPASS BUILDINGS TO BE

DEMOLISHED AND THAT MAINTAIN CONTINUITY OF SERVICE

TO OTHER BUILDINGS. DO NOT START DEMOLITION UNTIL

UTILITY DISCONNECTING AND SEALING HAVE BEEN

COMPLETED AND VERIFIED IN WRITING. DISCONNECT,

DEMOLISH AND REMOVE ELECTRICAL, FIRE ALARM, PLUMBING

AND HVAC SYSTEMS, EQUIPMENT AND COMPONENTS TO BE

REMOVED. REMOVE PORTIONS OF PIPING INDICATED TO BE

REMOVED AND CAP OR PLUG REMAINING PIPE WITH SAME OR

COMPATIBLE PIPING MATERIAL. BACKFILL HOLES FROM

REMOVED ITEMS IN GROUND TO ADJACENT SUBGRADE

ELEVATIONS.

8. PROPERLY DISPOSE OF ALL BATTERIES, FREON, LIGHT

BALLASTS, ETC.

9. ALL TIE DOWNS ARE TO BE COUNTED AND REPORTED TO

OWNER PRIOR TO REMOVAL. ALL TIE DOWNS ARE TO BE

COMPLETELY REMOVED, INCLUDING WHAT CANNOT BE SEEN

BELOW GRADE. REMOVED TIE-DOWNS ARE TO BE REVIEWED

BY THE OWNER PRIOR TO REMOVAL FROM SITE.

10. PROTECT ALL IRRIAGTION SYSTEMS, PIPES, AND VALVES.

SYSTEM TO REMAIN OPERATIONAL DURING DEMOLITION.

GENERAL DEMOLITION

NOTES

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

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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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1/4" = 1'-0"2

MAIN OFFICE BUILDING DEMOLITION PLAN

1" = 20'-0"1

OVERALL DEMOLITION PLAN

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CFM RANGE

0 - 95

NECK SIZE

6"Ø

96 - 205 8"Ø

10"Ø

12"Ø

14"Ø

A-CFM

CFM RANGE

0 - 40

NECK SIZE

4"Ø

41 - 60 5"Ø

61 - 95 6"Ø

96 - 145 7"Ø

146 - 205 8"Ø

CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE

206 - 375

376 - 605

606 - 850

B-CFM

F-CFM

0 - 75 6"x6"

76 - 150 8"x6"

151 - 200 10"x6"

201 -235 12"x6"

236 - 275 14"x6"

F-CFM (CONT)

12"x12"276 - 450

18"x10"451 - 535

14"x14"536 - 590

22"x10"591 - 670

24"x12"671 - 875

F-CFM (CONT)

20"x16"876 - 1000

24"x16"1001 - 1200

24"x18"1201 - 1300

24"x20"1301 - 1500

28"x20"1501 - 1800

CFM RANGE

0 - 80

NECK SIZE

6"Ø

81 - 175 8"Ø

10"Ø

12"Ø

14"Ø

K-CFM

176 - 320

321 - 520

521 - 780

16"Ø781 - 1120

CFM RANGE

0 - 2500

NECK SIZE

22"X22"

C-CFM

CFM RANGE

0 - 550

NECK SIZE

10"X10"

D-CFM

AIR DEVICE SCHEDULE

MARK DESCRIPTION FACE SIZE NECK MATERIAL

MANUFACTURER/MODEL #

NOTES

B

EGGCRATE RET./EXH. GRILLE (1/2"x1/2"x1/2")

LOUVERED FACE 2 CONE ADJUSTABLE SUPPLY DIFFUSER

12"x12"

24"x24" SEE TABLE BELOW

SEE TABLE BELOW ALUMINUM

ALUMINUM GREENHECK/METAL AIRE 5700-AL

C

EGGCRATE RET./EXH. GRILLE (1/2"x1/2"x1/2")

LOUVERED FACE 2 CONE ADJUSTABLE SUPPLY DIFFUSER

12"x12"

24"x24" 22"X22"

10"X10" ALUMINUM

ALUMINUM

SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUME1

SIDEWALL/CEILING 45° DEFLECTION RETURN GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM

E2

F

D

SIDEWALL DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM

A

BASIS OF DESIGN

K SEE TABLE BELOW ALUMINUMPERFORATED FLUSH FACE CEILING SUPPLY (KITCHEN) 24"x24"

DAMPER

(OBD/NO)

OBD

GREENHECK/METAL AIRE 5700-AL

GREENHECK/METAL AIRE CC-5

GREENHECK/METAL AIRE H4002

GREENHECK/METAL AIRE RH

GREENHECK/METAL AIRE 7500-AL

GREENHECK/METAL AIRE CC-5

GREENHECK/METAL AIRE H4004

CEILING SINGLE DEFLECTION SUPPLY GRILLE - 1 WAY NOTE 4 SEE TABLE BELOW ALUMINUMG1 GREENHECK/METAL AIRE L-1

CEILING SINGLE DEFLECTION SUPPLY GRILLE - 2 WAY NOTE 4 SEE TABLE BELOW ALUMINUMG2 GREENHECK/METAL AIRE LT-1

CFM RANGE

301-350

NECK SIZE

16"x8"

351-400 18"x8"

401-500 24"x8"

501-575 22"x10"

576-650 24"x10"

E1-2, G1-2-CFM (CONT)

CFM RANGE

0 - 75

NECK SIZE

6"x6"

76 - 150 10"x6"

151 - 200 12"x6"

201 -250 12"x8"

251 - 300 14"x8"

E1-2, G1-2-CFM

CFM RANGE NECK SIZE

T-CFM

0 - 75 8"x6"

76 - 140 12"x6"

141 - 190 16"x6"/12"x8"

191 - 235 12"x10"/20"x6"

236 - 285 24"x6"/12"x12"

286 - 360 18"x10"/30"x6"

CFM RANGE NECK SIZE

T-CFM (CONT)

361 - 430 18"x12"/36"x6"

431 - 500 18"x14"/42"x6"

501 - 575 18"x16"/24"x12"

576 - 720 30"x12"

721 - 860 24"x18"/36"x12"

861 - 1000 36"x14"/42"x12"

CFM RANGE NECK SIZE

1001 - 1150 48"x12"/24"x24"

1291 - 1440 36"x20"/30"x24"

1581 - 1725 48"x18"/36"x24"

1726 - 2300 48"x24"/36"x32"

T-CFM (CONT)

1441 - 1580 36"x22"

1151 - 1290 36"x18"

SIDEWALL/CEILING 45° DEFLECTION TRANSFER GRILLE NOTE 6 SEE TABLE BELOW ALUMINUMT GREENHECK/METAL AIRE RH

NOTES:

1. COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS.

2. PROVIDE RAPID MOUNT T-BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS.

3. SUPPLY COMPLETE WITH FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION.

4. FACE SIZE DEPENDENT UPON NECK SIZE.

5. GRILLES SIZED FOR 50 SQUARE INCHES PER 100 CFM OF TRANSFER AIR.

6. IN AREAS WITH INACCESSIBLE PLASTER AND SHEET ROCK CEILINGS PROVIDE VOLUME DAMPERS ACCESSIBLE FROM FACE OF DIFFUSER/GRILLE.

1, 2, 3, 6

1, 2, 6

1, 2, 3, 6

1, 2, 6

1, 6

1, 2, 6

1, 6

1, 2, 3, 6

1, 2, 6

1, 2, 6

1, 2, 5, 6

OBD

OBD

OBD

NO

NO

OBD

OBD

OBD

OBD

OBD

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

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

E N G I N E E R I N G

CA# 26308 I25211.00

Drawn By: Checked By:

A u to d e s k D o c s

/L e e s b u rg

G a s O p s C e n te r R

/I

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Eric S Cepull PE 64750

DRN ESC

5. FAN CONTROLS TO INTERLOCK WITH ASSOCIATED ZONE FCU OA MOTORIZED DAMPER (AHU-2.3 FOR EF-8/WELDING AND AHU-2.1/2.2 FOR EF-7/SHOP).

4. FAN SHALL RUN CONTINUOUSLY.

3. INTERLOCK WITH ROOM LIGHT/OCCUPANCY SENSOR.

2. PROVIDE WITH MANUFACTURERS INTEGRAL FAN SPEED/CONTROLLER ACCESSIBLE FROM FACE OF GRILLE OR SEPARATE JUNCTION BOX FOR FAN SPEED CONTROLLER FOR ALTERNATE MANUFACTURERS.

1. PROVIDE COMPLETE WITH DISCONNECTING MEANS, DESIGNER GRILLE, FACTORY BACKDRAFT DAMPER, AND FACTORY HANGING VIBRATION ISOLATOR KIT.

EXHAUST FAN SCHEDULE

EQUIPMENT TAG LOCATION AREAS SERVED TYPE CFM DRIVE TYPE E.S.P. FAN HP/(WATTS) R.P.M. VOLTS/PH SONES MANUFACTURER MODEL NO. NOTES

EF-1 FIRST FLOOR MEN'S RESTROOM INLINE 150 DIRECT 0.50 1/4 HP 1725 120/1 10.1 Greenheck SQ-97-VG 1,3

EF-2 FIRST FLOOR WOMEN'S RESTROOM INLINE 150 DIRECT 0.50 1/4 HP 1725 120/1 10.1 Greenheck SQ-97-VG 1,3

EF-3 FIRST FLOOR JANITOR'S CL CEILING 80 DIRECT 0.45 27.6 WATTS - 120/1 0.9 BROAN LP510RS 2,3

EF-4 SECOND FLOOR MEN'S RESTROOM CEILING 80 DIRECT 0.45 27.6 WATTS - 120/1 0.9 BROAN LP510RS 2,3

EF-5 SECOND FLOOR WOMEN'S RESTROOM CEILING 80 DIRECT 0.45 27.6 WATTS - 120/1 0.9 BROAN LP510RS 2,3

EF-6 FIRST FLOOR LOCKER ROOM INLINE 175 DIRECT 0.30 1/15 HP 1750 120/1 5.0 Greenheck SQ-70-VG 1,4

EF-7 FIRST FLOOR SHOP INLINE 350 DIRECT 0.50 1/4 HP 1725 120/1 9.9 Greenheck SQ-98-VG 1,5

EF-8 FIRST FLOOR WELDING CABINET 65 DIRECT 0.50 69 WATTS 699 120/1 .60 Greenheck CSP-A200 1,5

3. CONTRACTOR TO PROVIDE CODE APPROVED RACK FOR CONDENSER UNITS TO BE MOUNTED ON. TIE-DOWN RACKS PER HURRICANE EQUIPMENT TIE-DOWN DETAILS.

2. PROVIDE WITH THESE FACTORY OPTIONS: ANTI-SHORT CYCLE RELAY, TIME DELAY RELAY (TO MEET ARI RATING WHERE INDOOR IS NOT EQUIPPED) ANTI-SHORT CYCLE TIMER, EVAPORATOR FREEZE THERMOSTAT & ISOLATION RELAY (WHEN LOW AMBIENT KIT IS USED), LIQUID LINE SOLENOID VALVE, AND

BI-FLOW TXV, LOW AMBIENT CONDENSER FAN, MOTOR SPEED CONTROLLER.

1. PROVIDE COMPLETE WITH SCROLL COMPRESSOR, FIELD-INSTALLED FILTER DRIER, FRONT SEATING VALVES, INTERNAL RELIEF VALVE, INTERNAL THERMAL OVERLOAD, LONG LINE CAPACITY, LOW AMBIENT CAPABILITY/KIT (WHERE REQUIRED), ACCUMULATOR, HIGH PRESSURE CUTOUT SWITCH, AND LOSS

OF CHARGE SWITCH.

NOTES:

AIR COOLED CONDENSING UNIT SCHEDULE

EQUIPMENT TAG LOCATION COOLING (MBH)

COMPRESSOR ELECTRICAL UNIT INFORMATION

REFRIGERANT

PIPE SIZE

MINIMUM SEER2 NOTESOUTDOOR

DESIGN TEMP.

(°F)

QTY.

VOLTAGE/PHASE

MCA MOCP DIMENSIONS (WxDxH)

OPERATING

WEIGHT (LBS)

MANUFACTURER MODEL NUMBER

VAPOR LIQUID

HP-1 GRADE 36.0 95 1 208/1 22.4 25 13 3/4"x27 3/8"x36 5/8" 136 DAIKIN DC6VSS3610 R32 7/8 3/8 16 1-3

HP-2.1 GRADE 36.0 95 1 208/1 22.4 25 13 3/4"x27 3/8"x36 5/8" 136 DAIKIN DC6VSS3610 R32 7/8 3/8 16 1-3

HP-2.2 GRADE 36.0 95 1 208/1 22.4 25 13 3/4"x27 3/8"x36 5/8" 136 DAIKIN DC6VSS3610 R32 7/8 3/8 16 1-3

HP-2.3 GRADE 24.0 95 1 208/1 16.8 20 13 3/4"x27 3/8"x36 5/8" 136 DAIKIN DC6VSS2410 R32 3/4 3/8 16 1-3

HP-3 GRADE 36.0 95 1 208/1 22.4 25 13 3/4"x27 3/8"x36 5/8" 136 DAIKIN DC6VSS3610 R32 7/8 3/8 16 1-3

HP-4 GRADE 48.0 95 1 208/1 31.8 35 12 5/8"x37"x39" 168.0 DAIKIN DC6VSS4810 R32 7/8 3/8 16 1-3

HP-5 GRADE 48.0 95 1 208/1 31.8 35 12 5/8"x37"x39" 168.0 DAIKIN DC6VSS4810 R32 7/8 3/8 16 1-3

HP-6 GRADE 30.0 95 1 208/1 22.4 25 13 3/4"x27 3/8"x36 5/8" 132.0 DAIKIN DC6VSS3010 R32 7/8 3/8 16 1-3

HP-7.1 GRADE 48.0 95 1 208/1 31.8 35 12 5/8"x37"x39" 168.0 DAIKIN DC6VSS4810 R32 7/8 3/8 16 1-3

HP-7.2 GRADE 30.0 95 1 208/1 22.4 25 13 3/4"x27 3/8"x36 5/8" 132.0 DAIKIN DC6VSS3010 R32 7/8 3/8 16 1-3

8. OA MOTORIZED DAMPER TO TIE TO EF CONTROLS SERVING THE SAME ZONE (AHU-2.3 FOR EF-8/WELDING AND AHU-2.1/2.2 FOR EF-7/SHOP).

7. PROVIDE CONDENSATE NEUTRALIZER.

6. PROVIDE RF000142 VENT DRAIN COUPLING FOR COMBUSITION AIR INTAKE PIPE.

5. SLOPE EXHAUST VENT PER MANUFACTURER'S RECOMMENDATION.

4. PROVIDE CONDENSATE FREZE PROTECTION KIT.

3. SIZE REFRIGERANT PIPING BASED ON MANUFACTURER'S INSTALLATION INSTRUCTION.

2. CONTRACTOR SHALL INSTALL MANUFACTURER-RECOMMENDED DIGITAL THERMOSTAT IN SPACE AS INDICATED ON UNIT PLANS.

1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, 1" THICK CABINET FOIL FACED INSULATION, AND FUSED DISCONNECT.

NOTES:

DX FAN COIL/GAS FURNACE SCHEDULE

EQUIPMENT TAG

SERVICE

BLOWER DX COOLING NATURAL GAS HEAT ELECTRICAL UNIT INFORMATION

NOTESTOTAL AIRFLOW

(CFM)

OUTSIDE AIR

FLOW (CFM)

E.S.P.

(IN.

WG.)

ENTERING AIR

TEMP. (°F DB/WB)

LEAVING AIR

TEMP. (°F DB/WB)

TOTAL CAPACITY

(MBH)

SENSIBLE

CAPACITY (MBH)

INPUT

(MBTU)

OUTPUT

(MBTU)

OUTPUT

STAGES

EFFICIENCY

(AFUE) %

VOLTAGE/

PHASE

MCA MOCP

COIL CASING / FURNACE DIMENSIONS

(WxDxH)

COIL/FURNACE

WEIGHT (LBS)

MANUFACTURER

MODEL NUMBER

COIL FURNACE

AHU-1 OPEN OFFICE 1260 180 0.5 76.7/65.0 56/55 33.6 26.3 80.0 76.88 1 96% 115/1 7.6 15 20"x21"x26"/17-1/2"x28-7/8"x34-1/2" 57/120 DAIKIN CAPEA3626B3 DR96TC0803BN 1-7

AHU-2.1 SHOP (PORTION) 1260 250 0.5 76.2/64.6 56/55 33.6 27.4 80.0 76.88 1 96% 115/1 7.6 15 20"x21"x26"/17-1/2"x28-7/8"x34-1/2" 57/120 DAIKIN CAPEA3626B3 DR96TC0803BN 1-8

AHU-2.2 SHOP (PORTION) 1260 250 0.5 76.2/64.6 56/55 33.6 27.4 80.0 76.88 1 96% 115/1 7.6 15 20"x21"x26"/17-1/2"x28-7/8"x34-1/2" 57/120 DAIKIN CAPEA3626B3 DR96TC0803BN 1-8

AHU-2.3 WELDING 650 55 0.5 73.6/62.6 56/55 23.2 13.0 60.0 58.2 1 96% 115/1 7.6 15 18"x21"x21"/17-1/2"x28-7/8"x34-1/2" 49/120 DAIKIN CAPEA2418C3 DR96TC0603BN 1-8

AHU-3 BREAKROOM 1135 175 0.5 77.1/65.4 56/55 33.6 26.3 80.0 76.88 1 96% 115/1 7.6 15 20"x21"x26"/17-1/2"x28-7/8"x34-1/2" 57/120 DAIKIN CAPEA3626B3 DR96TC0803BN 1-7

AHU-4 KITCHEN 1230 95 0.5 78.9/67.7 56/55 45.5 30.4 100.0 96.1 1 96% 115/1 13.9 20 26"x21"x30"/24-1/2"x28-7/8"x34-1/2" 71/155 DAIKIN CAPEA4830D3 DM96VC1005DN 1-7

AHU-5 CONFERENCE 1420 210 0.5 74.9/64.3 56/55 45.5 28.9 100.0 96.1 1 96% 115/1 13.9 20 26"x21"x30"/24-1/2"x28-7/8"x34-1/2" 71/155 DAIKIN CAPEA4830D3 DM96VC1005DN 1-7

AHU-6 OFFICES (LVL 1) 1000 160 0.5 76.5/64.9 56/55 28.4 23.2 60.0 57.66 1 96% 115/1 7.6 15 23.5"x21"x22"/17-1/2"x28-7/8"x34-1/2" 56/117 DAIKIN CAPEA3022C3 DM96VC603BN 1-7

AHU-7.1 OFFICES (LVL 2) 1545 165 0.6 77.0/65.3 56/55 45.5 35.0 100.0 96.1 1 96% 115/1 13.9 20 26"x21"x30"/24-1/2"x28-7/8"x34-1/2" 71/155 DAIKIN CAPEA4830D3 DM96VC1005DN 1-7

AHU-7.2 OFFICES (LVL 2) 1115 75 0.6 75.6/64.2 56/55 28.4 23.7 60.0 57.66 1 96% 115/1 7.6 15 23.5"x21"x22"/17-1/2"x28-7/8"x34-1/2" 56/117 DAIKIN CAPEA3022C3 DM96VC603BN 1-7

5. SIZE REFRIGERANT PIPING BASED ON MANUFACTURER'S INSTALLATION INSTRUCTIONS.

4. CAPACITIES SHOWN ARE BASED ON 80/67-F AND 95-F AMBIENT.

3. PROVIDE WITH FACTORY HARD WIRED WALL MOUNTED REMOTE CONTROLLER.

2. INDOOR UNIT POWERED BY OUTDOOR UNIT. PROVIDE WITH ALL REQUIRED CONNECTION WIRING, PIPING, AND APPURTENANCES.

1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, FUSED DISCONNECT, DIGITAL THERMOSTAT, SELF CHECK FUNCTIONING ON-BOARD DIAGNOSTICS, AND AUTOMATIC POWER OUT RESTART.

NOTES:

DX DUCTLESS COOLING ONLY SPLIT SYSTEM SCHEDULE

MARK

SERVICE MANUFACTURER

INDOOR UNIT OUTDOOR UNIT SYSTEM INFORMATION

MAX PIPING

LENGTH (FT)

MX HEIGHT

DIFFERENCE (FT)

NOTES

MARK INDOOR MARK OUTDOOR AIRFLOW (CFM) VOLT / PHASE MCA

OPERATING

WEIGHT (LBS) MODEL NUMBER STYLE

COMPRESSOR

TYPE HEAT PUMP VOLT / PHASE MCA MOCP

OPERATING

WIEGHT (LBS) MODEL NUMBER REFRIGERANT

TOTAL

CAPACITY (MBH)

SENSIBLE

CAPACITY (MBH) MINIMUM SEER2

AC-1.1 CU-1.1 IT DAIKIN 316 208/1 * 21 FTKF12A WALL HERMETIC SWING NO 208/1 9.15 15 60 RKF12A R32 12 - 21.0 65 5/8 49 1/4 1-5

AC-1.2 CU-1.2 ELEC RM DAIKIN 395 208/1 * 36 FTKF18A WALL HERMETIC SWING NO 208/1 14.23 20 101 RKF18A R32 18 - 21.0 98 1/2 65 5/8 1-5

1.PROVIDE WITH FIELD INSTALLABLE CONTROL KIT, HEAVY GAUGE DIE-FORMED STEEL HOUSING, PULL-THROUGH AIR FLOW DESIGN, BRANCH CIRCUIT FUSING (WHERE REQUIRED), FACTORY 24V CONTROL

TRANSFORMER OPTION, AND AUTOMATIC RESET CAPILLARY TYPE LINEAR THERMAL CUT-OUT.

NOTES:

ELECTRIC UNIT HEATER SCHEDULE

EQUIPMENT TAG SERVICE VOLT / PHASE OUTPUT (MBH) KW AMPS AIRFLOW (CFM) MANUFACTURER MODEL NUMBER NOTES

UH-1 FIRE RISER 208/1 10.2 3 14.5 350 QMARK MUH03-81 1

M A

R K

D

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1. PROVIDE UNIT WITH ALUMINUM HOUSING, HIGH WIND CONSTRUCTION, ROOF CURB, GALVANIZED BIRDSCREEN, BAKED ENAMEL. COLOR TO BE SELECTED BY ARCHITECT.

NOTES:

RELIEF HOOD SCHEDULE

EQUIPMENT TAG

MANUFACTURER & MODEL

NO.

SERVICE

CAPACITY (CFM)

HOOD HEIGHT

(W/O CURB) (IN)

THROAT AREA

(SQFT) SP (IN WG)

MAXIMUM

VELOCITY (FPM) DAMPER TYPE CURB TYPE/HEIGHT

OPERATING

WIEGHT (LBS)

NOTES

RH-1 GREENHECK / FGR 10x10 BUILDING RELIEF 410 14 0.69 0.05 540 BACKDRAFT HIGH WIND/MIN 18" (PITCHED) 37 1

CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE

F-CFM

0 - 75 6"x6"

76 - 150 8"x6"

151 - 200 10"x6"

201 -235 12"x6"

236 - 275 14"x6"

F-CFM (CONT)

12"x12"276 - 450

18"x10"451 - 535

14"x14"536 - 590

22"x10"591 - 670

24"x12"671 - 875

F-CFM (CONT)

20"x16"876 - 1000

24"x16"1001 - 1200

24"x18"1201 - 1300

24"x20"1301 - 1500

28"x20"1501 - 1800

AIR DEVICE SCHEDULE

MARK DESCRIPTION FACE SIZE NECK MATERIAL

MANUFACTURER/MODEL #

NOTES

SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUME1

SIDEWALL/CEILING 45° DEFLECTION RETURN GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM

E2

F

SIDEWALL DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM

BASIS OF DESIGN DAMPER

Y

Y

Y

GREENHECK/METAL AIRE H4002

GREENHECK/METAL AIRE RH

GREENHECK/METAL AIRE H4004

CFM RANGE

301-350

NECK SIZE

16"x8"

351-400 18"x8"

401-500 24"x8"

501-575 22"x10"

576-650 24"x10"

E1-2, G1-4, H-CFM (CONT)

CFM RANGE

0 - 75

NECK SIZE

6"x6"

76 - 150 10"x6"

151 - 200 12"x6"

201 -250 12"x8"

251 - 300 14"x8"

E1-2, G1-4, H-CFM

NOTES:

1. COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS.

2. PROVIDE RAPID MOUNT T-BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS.

3. PROVIDE STEEL GRILLE WHEN USED IN ACCORDANCE WITH U.L. APPROVED PENETRATION DETAIL.

4. FACE SIZE DEPENDENT UPON NECK SIZE.

5. IN AREAS WITH INACCESSIBLE PLASTER AND SHEET ROCK CEILINGS PROVIDE VOLUME DAMPERS ACCESSIBLE FROM FACE OF DIFFUSER/GRILLE.

1, 3, 5

1, 2, 3, 5

1, 3, 5

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

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888.850.FFAE (3323)

www.forefront.com

AR102538-CA30900

ISSUE - REVISION LOG

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

E N G I N E E R I N G

CA# 26308 I25211.00

Drawn By: Checked By:

A u to d e s k D o c s

/L e e s b u rg

G a s O p s C e n te r R

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-P o le

B a rn

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M-003

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2026-01-19

25-11058

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Eric S Cepull PE 64750

DRN ESC

3. CONTRACTOR TO PROVIDE CODE APPROVED RACK FOR CONDENSER UNITS TO BE MOUNTED ON. TIE-DOWN RACKS PER HURRICANE EQUIPMENT TIE-DOWN DETAILS.

2. PROVIDE WITH THESE FACTORY OPTIONS: ANTI-SHORT CYCLE RELAY, TIME DELAY RELAY (TO MEET ARI RATING WHERE INDOOR IS NOT EQUIPPED) ANTI-SHORT CYCLE TIMER, EVAPORATOR FREEZE THERMOSTAT & ISOLATION RELAY (WHEN LOW AMBIENT KIT IS USED), LIQUID LINE SOLENOID VALVE, AND

BI-FLOW TXV, LOW AMBIENT CONDENSER FAN, MOTOR SPEED CONTROLLER.

1. PROVIDE COMPLETE WITH SCROLL COMPRESSOR, FIELD-INSTALLED FILTER DRIER, FRONT SEATING VALVES, INTERNAL RELIEF VALVE, INTERNAL THERMAL OVERLOAD, LONG LINE CAPACITY, LOW AMBIENT CAPABILITY/KIT (WHERE REQUIRED), ACCUMULATOR, HIGH PRESSURE CUTOUT SWITCH, AND LOSS

OF CHARGE SWITCH.

NOTES:

AIR COOLED CONDENSING UNIT SCHEDULE

EQUIPMENT TAG LOCATION COOLING (MBH)

COMPRESSOR ELECTRICAL UNIT INFORMATION

REFRIGERANT

PIPE SIZE

MINIMUM SEER2 NOTESOUTDOOR

DESIGN TEMP.

(°F)

QTY.

VOLTAGE/PHASE

MCA MOCP DIMENSIONS (WxDxH)

OPERATING

WEIGHT (LBS)

MANUFACTURER MODEL NUMBER

VAPOR LIQUID

HP-S1 GRADE 42 95 1 208/1 31.8 35 37"x12-5/8"x39" 163 DAIKIN DC6VSS4210 R32 7/8 3/8 16 1-3

5. SIZE REFRIGERANT PIPING BASED ON MANUFACTURER'S INSTALLATION INSTRUCTIONS.

4. CAPACITIES SHOWN ARE BASED ON 80/67-F AND 95-F AMBIENT.

3. PROVIDE WITH FACTORY HARD WIRED WALL MOUNTED REMOTE CONTROLLER.

2. INDOOR UNIT POWERED BY OUTDOOR UNIT. PROVIDE WITH ALL REQUIRED CONNECTION WIRING, PIPING, AND APPURTENANCES.

1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, FUSED DISCONNECT, DIGITAL THERMOSTAT, SELF CHECK FUNCTIONING ON-BOARD DIAGNOSTICS, AND AUTOMATIC POWER OUT RESTART.

NOTES:

DX DUCTLESS COOLING ONLY SPLIT SYSTEM SCHEDULE

MARK

SERVICE MANUFACTURER

INDOOR UNIT OUTDOOR UNIT SYSTEM INFORMATION

MAX PIPING

LENGTH (FT)

MX HEIGHT

DIFFERENCE (FT)

NOTES

MARK INDOOR MARK OUTDOOR AIRFLOW (CFM) VOLT / PHASE MCA

OPERATING

WEIGHT (LBS) MODEL NUMBER STYLE COMPRESSOR TYPE HEAT PUMP VOLT / PHASE MCA MOCP

OPERATING

WIEGHT (LBS) MODEL NUMBER REFRIGERANT

TOTAL

CAPACITY (MBH)

SENSIBLE

CAPACITY (MBH) MINIMUM SEER2

AC-IT CU-IT IT DAIKIN 316 208/1 * 21 FTKF12A WALL HERMETIC SWING NO 208/1 9.15 15 60 RKF12A R32 12 - 21.0 65 5/8 49 1/4 1-5

M A

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7. PROVIDE CONDENSATE NEUTRALIZER.

6. PROVIDE RF000142 VENT DRAIN COUPLING FOR COMBUSITION AIR INTAKE PIPE.

5. SLOPE EXHAUST VENT PER MANUFACTURER'S RECOMMENDATION.

4. PROVIDE CONDENSATE FREZE PROTECTION KIT.

3. SIZE REFRIGERANT PIPING BASED ON MANUFACTURER'S INSTALLATION INSTRUCTION.

2. CONTRACTOR SHALL INSTALL MANUFACTURER-RECOMMENDED DIGITAL THERMOSTAT IN SPACE AS INDICATED ON UNIT PLANS.

1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, 1" THICK CABINET FOIL FACED INSULATION, AND FUSED DISCONNECT.

NOTES:

DX FAN COIL/GAS FURNACE SCHEDULE

EQUIPMENT TAG

SERVICE

BLOWER DX COOLING NATURAL GAS HEAT ELECTRICAL UNIT INFORMATION

NOTESTOTAL AIRFLOW

(CFM)

OUTSIDE AIR

FLOW (CFM)

E.S.P.

(IN.

WG.)

ENTERING AIR

TEMP. (°F DB/WB)

LEAVING AIR

TEMP. (°F DB/WB)

TOTAL CAPACITY

(MBH)

SENSIBLE

CAPACITY (MBH)

INPUT

(MBTU)

OUTPUT

(MBTU)

OUTPUT

STAGES

EFFICIENCY

(AFUE) %

VOLTAGE/

PHASE

MCA MOCP

COIL CASING / FURNACE DIMENSIONS

(WxDxH)

COIL/FURNACE

WEIGHT (LBS)

MANUFACTURER

MODEL NUMBER

COIL FURNACE

AHU-S1 STORAGE 1260 260 0.5 77/64.2 56/55 42.0 29.3 80 77.6 1 96% 115/1 10.9 15 23.5"x21"x30"/21"x28-7/8"x34-1/2" 68/141 DAIKIN CAPEA4830C3 DR96TC0804CN 1-7

1. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE A-103.pdf
Sheets
A-103 - ROOF PLAN
2. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE A-502.pdf
Sheets
A-502 - ENLARGED PLAN AND INTERIOR ELEVATIONS
3. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE A-703.pdf
Sheets
A-703 - ARCHITECTURAL DETAILS - WALLS
4. LEESBURG GAS OPERATIONS OFFICE_MAIN OFFICE AD-101.pdf
Sheets
AD-101 - DEMOLITION PLANS
5. M-003-MECHANICAL SCHEDULES (MAIN OFFICE).pdf
Sheets
M-003 - MECHANICAL SCHEDULES
6. M-003 - MECHANICAL SCHEDULES (WAREHOUSE).pdf
Sheets
M-003 - MECHANICAL SCHEDULES

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