Addendum_3_-_3.24.2026.pdf
PDF 1 MB Posted
- 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.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
J O
B N
A M
E
S H
E E
T N
A M
E
A R C H I T E C T U R E
E N G I N E E R I N G
FOR PERMITTING ONLY
C U s e rs
\l e n n a rd d \D o c u m e n ts
\2 -1
-0
L E
E S
B U
R G
G A
S O
P E
R A
T
IO
N S
O F
F
IC
E M
A
IN
O F
F
IC
E R
T le n n a rd d .r v t
A-103
R O
O F
P L
A N
2025-05-05
25-11058
C
IT
Y O
F L
E E
S B
U R
G G
A S
O P
E R
A T
IO
N
S C
E N
T E
R M
A
IN
O F
F
IC
E B
U
IL
D
IN
G G
R
IF
F
IN
R D
L E
E S
B U
R G
F
L
1/4" = 1'-0"1
ROOF PLAN
KEYNOTES
NO. KEY
22H GUTTER 5"x5"
22J DOWNSPOUT 3" DIA
M A
R K
D
A T
E D
E S
C R
IP
T
IO
N
/1
/2
A
D D
E N
D U
M
09D
09A
09H 3
22A
10J
09A
09D
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
B N
A M
E
S H
E E
T N
A M
E
A R C H I T E C T U R E
E N G I N E E R I N G
FOR PERMITTING ONLY
C U s e rs
\l e n n a rd d \D o c u m e n ts
\2 -1
-0
L E
E S
B U
R G
G A
S O
P E
R A
T
IO
N S
O F
F
IC
E M
A
IN
O F
F
IC
E R
T le n n a rd d .r v t
A-502
E N
L A
R G
E D
P L A
N A
N D
I N
T E
R
IO
R E
L E
V A
T
IO
N S
2025-05-05
25-11058
C
IT
Y O
F L
E E
S B
U R
G G
A S
O P
E R
A T
IO
N
S C
E N
T E
R M
A
IN
O F
F
IC
E B
U
IL
D
IN
G G
R
IF
F
IN
R D
L E
E S
B U
R G
F
L
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
M A
R K
D
A T
E D
E S
C R
IP
T
IO
N
/1
/2
A
D D
E N
D U
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
Scale
File Name
Section
Scale
File Name
Section
Scale
File Name
Section
Scale
File Name
Section
Scale
File Name
Section
Scale
File Name
Section
Scale
File Name
Section
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
E
S H
E E
T N
A M
E
A R C H I T E C T U R E
E N G I N E E R I N G
FOR PERMITTING ONLY
C U s e rs
\l e n n a rd d \D o c u m e n ts
\2 -1
-0
L E
E S
B U
R G
G A
S O
P E
R A
T
IO
N S
O F
F
IC
E M
A
IN
O F
F
IC
E R
T le n n a rd d .r v t
A-703
A R
C H
IT
E
C T
U R
A L
D E
T A
IL
S
W
A L L
S
2025-05-05
25-11058
C
IT
Y O
F L
E E
S B
U R
G G
A S
O P
E R
A T
IO
N
S C
E N
T E
R M
A
IN
O F
F
IC
E B
U
IL
D
IN
G G
R
IF
F
IN
R D
L E
E S
B U
R G
F
L
1 1/2" = 1'-0"
N/A
PARTIAL HEIGHT WALL DETAIL
M A
R K
D
A T
E D
E S
C R
IP
T
IO
N
/1
/2
A
D D
E N
D U
M
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
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
E
S H
E E
T N
A M
E
A R C H I T E C T U R E
E N G I N E E R I N G
FOR PERMITTING ONLY
C U s e rs
\l e n n a rd d \D o c u m e n ts
\2 -1
-0
L E
E S
B U
R G
G A
S O
P E
R A
T
IO
N S
O F
F
IC
E M
A
IN
O F
F
IC
E R
T le n n a rd d .r v t
AD-101
D E
M O
L
IT
IO
N
P L A
N S
2025-05-05
25-11058
C
IT
Y O
F L
E E
S B
U R
G G
A S
O P
E R
A T
IO
N
S C
E N
T E
R M
A
IN
O F
F
IC
E B
U
IL
D
IN
G G
R
IF
F
IN
R D
L E
E S
B U
R G
F
L
1/4" = 1'-0"2
MAIN OFFICE BUILDING DEMOLITION PLAN
1" = 20'-0"1
OVERALL DEMOLITION PLAN
M A
R K
D
A T
E D
E S
C R
IP
T
IO
N
/1
/2
A
D D
E N
D U
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
.0
M
E P
F P
R
.r v t
M-003
M E
C H
A N
IC
A
L S
C H
E D
U L E
S
2026-01-19
25-11058
C
IT
Y O
F L
E E
S B
U R
G G
A S
O P
E R
A T
IO
N
S C
E N
T E
R M
A
IN
O F
F
IC
E B
U
IL
D
IN
G G
R
IF
F
IN
R D
L E
E S
B U
R G
F
L
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
A T
E D
E S
C R
IP
T
IO
N
/1
/2
A
D D
E N
D U
M
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
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 .0
M
E P
F P
R
-P o le
B a rn
.r v t
M-003
M E
C H
A N
IC
A
L S
C H
E D
U L E
S
2026-01-19
25-11058
C
IT
Y O
F L
E E
S B
U R
G G
A S
O P
E R
A T
IO
N
S C
E N
T E
R
P O
L E
B A
R N
A N
D W
A R
E H
O U
S E
G
R
IF
F
IN
R D
L E
E S
B U
R G
F
L
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
R K
D
A T
E D
E S
C R
IP
T
IO
N
/1
/2
A
D D
E N
D U
M
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 |
File details come from the government source that posted it. Updated .