Phone: 386-364-3400 suwanneecountyfl.gov Fax: 386-362-1032

Board of County Commissioners 224 Pine Ave SW, 2nd Floor, Live Oak, FL 32064

Franklin White, Chairman

04 September 2026

RE: Addendum 3 to 2026-15 ITB Construction of T-Hangars

To whom it may concern, The following pages have changed within the Specifications:

1- Section 80, Execution and Progress

Liquidated damages have been updated to $2,500 per calendar day.

2- Item 13125, Metal Building Systems

Steel yield strength for wall panels and roof panels has been revised to 60 ksi.

The following sheets have changed within the Plans:

1- CA314, Drainage Details (4)

Updated pond area underdrain typical section to add fine aggregate around underdrain pipe Updated underdrain notes 6 and 7 to reflect the addition of fine aggregate

2- HT702, 8-Unit T-Hangar Building Layout & Elevations Removed step and updated finished floor elevations Revised slope across hangar units to 0.5%.

3- HT703, 6-Unit T-Hangar Building Layout & Elevations Revised slope across hangar units to 0.5%.

4- HT704, T-Hangar Building Details Removed concrete foundation step detail Revised slope across hangar units to 0.5%.

The pre-bid meeting notes are also included.

Please review the following pages for updated documentation necessary for submission.

Sincerely, Holland Freeman Procurement Coordinator

ADDENDUM ACKNOWLEDGEMENT

This is to certify that I have received a copy of Addendum #3 for 2026-15 ITB Construction of T- Hangars, Suwannee County, FL.

Print Name

Signature Date

(THIS DOCUMENT IS TO BE INCLUDED IN BID PACKAGE)

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

SECTION 80 EXECUTION AND PROGRESS 80-5

ADDENDUM NO. 3

the Notice to Proceed and including all Saturdays, Sundays, holidays, and non-work days. All calendar days elapsing between the effective dates of the Owner’s orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded.

At the time of final payment, the contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in the contract time shall not consider either cost of work or the extension of contract time that has been covered by a change order or supplemental agreement. Charges against the contract time will cease as of the date of final acceptance.

Contract time based on specific completion date. When the contract time is a specified completion date, it shall be the date on which all contract work shall be substantially complete.

If the Contractor finds it impossible for reasons beyond their own control to complete the work within the contract time as specified, or as extended in accordance with the provisions of this paragraph, the Contractor may, at any time prior to the expiration of the contract time as extended, make a written request to the Owner for an extension of time setting forth the reasons which the Contractor believes will justify the granting of their own request. Requests for extension of time, caused by inclement weather, shall be supported with National Weather Bureau data showing the actual amount of inclement weather exceeded what could normally be expected during the contract period. The Contractor’s plea that insufficient time was specified is not a valid reason for extension of time. If the supporting documentation justify the work was delayed because of conditions beyond the control and without the fault of the Contractor, the Owner may extend the time for completion by a change order that adjusts the contract time or completion date. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion.

80-08 Failure to complete on time. For each calendar day or working day, as specified in the contract, that any work remains uncompleted after the contract time (including all extensions and adjustments as provided in paragraph 80-07, Determination and Extension of Contract Time) the sum specified in the contract and proposal as liquidated damages (LD) will be deducted from any money due or to become due the Contractor or their own surety. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages including but not limited to additional engineering services that will be incurred by the Owner should the Contractor fail to complete the work in the time provided in their contract.

DESCRIPTION COLUMN I

Calendar Days per Phase

COLUMN II

Liquidated Damages per Calendar Day if Work is not

Completed by the Calendar Days Shown in Column I

Phase 1 – Mobilization* 100 Calendar Days $2,500.00

Phase 2 - Construction 100 Calendar Days $2,500.00

Phase 3 – Substantial Completion

30 Calendar Days $2,500.00

Total Project 230 Calendar Days $2,500.00

* Mobilization includes submittals and building permits.

METAL BUILDING SYSTEMS 13125-15

ADDENDUM NO. 3

2. Cable: ASTM A 475, 1/4-inch diameter, extra-high-strength grade, Class B zinc-coated, seven-strand steel; with threaded end anchors.

3. Angles: Fabricated from structural-steel shapes to match primary framing, of size required to withstand design loads.

4. Rigid Portal Frames: Fabricate from shop-welded, built-up steel plates or structural-steel shapes to match primary framing; of size required to withstand design loads.

5. Fixed-Base Columns: Fabricate from shop-welded, built-up steel plates or structural-steel shapes to match primary framing; of size required to withstand design loads.

6. Diaphragm Action of Panels: Design metal building to resist wind forces through diaphragm action of roof and wall panels.

7. Bracing: Provide wind bracing using any method specified above, at manufacturer's option.

D. Bolts: Provide shop-painted bolts unless structural-framing components are in direct contact with roof and wall panels. Provide zinc-plated bolts when structural-framing components are in direct contact with roof and wall panels.

2.08 ROOF PANELS

A. Roof Panels: Fabricate from metallic-coated steel sheets prepainted with coil coating, factory formed to provide 36-inch coverage, with raised trapezoidal major ribs at 12 inches O.C., and intermediate stiffening ribs symmetrically spaced between major ribs for full length of panel. Design panels for mechanical attachment to structure using exposed fasteners, lapping major ribs at panel edges. Comply with the following:

1. Material: Zinc-coated (galvanized) steel.

2. Yield Strength: 60 ksi

3. Metal Thickness: 0.0179 inch

4. Panel Thickness: 1.125 inches

B. Roof Panel Accessories: Provide components required for a complete roof panel assembly including trim, copings, fasciae, mullions, sills, corner units, ridge closures, clips, seam covers, battens, flashings, gutters, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of roof panels, unless otherwise indicated.

1. Closures: Provide closures at eave and ridge, fabricated of same metal as roof panels.

2. Clips: Minimum 0.0625-inch thick, stainless-steel panel clips designed to withstand negative-load requirements.

3. Cleats: Mechanically seamed cleats formed from minimum 0.0250-inch thick, stainless-steel or nylon-coated aluminum sheet.

4. Thermal Spacer Blocks: Where panels attach directly to purlins, provide 1-inch thick, thermal spacer blocks; fabricated from extruded polystyrene.

5. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer.

13125-16 METAL BUILDING SYSTEMS

ADDENDUM NO. 3

C. Exterior Finish: Apply the following coil coating to roof panels and accessories:

1. Roof panels exterior finish shall be Galvalume.

a. Durability: Provide coating field tested under normal range of weather conditions for a minimum of 20 years without significant peel, blister, flake, chip, crack, or check in finish; without chalking in excess of a chalk rating of 8 according to ASTM D 4214; and without fading in excess of five Hunter units.

D. Concealed and Interior Finish: Apply pretreatment and manufacturer's standard white or light-colored backer finish, consisting of prime coat and wash coat with a total minimum dry film thickness of 0.5 mil or Galvalume AZ55.

2.09 WALL PANELS

A. Uninsulated Wall Panels: Provide manufacturer's standard panels complying with the following:

1. Ribbed Panels: Fabricate from metallic-coated steel sheets prepainted with coil coating, factory formed to provide 36-inch coverage, with raised trapezoidal major ribs at 12 inches (305 mm) O.C., and intermediate stiffening ribs symmetrically spaced between major ribs for full length of panel. Design panels for mechanical attachment to structure using exposed fasteners, lapping major ribs at panel edges. Comply with the following:

a. Material: KYNAR 500 finish required on exposed surfaces

b. Yield Strength: 60 ksi.

c. Metal Thickness: 0.0179 inch.

d. Panel Thickness: 1.125 inches.

B. Wall Panel Accessories: Provide components required for a complete wall panel assembly, including trim, copings, mullions, sills, corner units, clips, seam covers, battens, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of panels.

1. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer.

C. Exposed Finish for Exterior Panels: Apply the following coil coating:

1. Fluoropolymer Two-Coat System: Manufacturer's standard two-coat, thermocured system consisting of specially formulated inhibitive primer and KYNAR 500 fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight, with a total minimum dry film thickness of 1 mil and 30 percent reflective gloss when tested according to ASTM D 523.

Pre-Bid Conference Notes

Suwannee County Airport, Live Oak, FL

September 01, 2026 – 1:00 P.M.

FDOT FM No: 441835-1 AECOM Project No: 60738534 Suwannee County Bid No: 2026-15

1. Introductions, Announcements and Sign-In Sheet

2. Project Scope

a. Bid Schedules & Bid Alternates Only one hangar building is being awarded, either the 8-unit or 6-unit.

b. Existing Site Conditions

c. Site Clearing, Site Grading, Site Preparation

d. Soil excavation, replacement, and compaction

e. Utility Installation

f. Overall approximate building dimensions

Dimensions can slightly vary from our design, however minimum dimensions and clearance shown in hangar detail sheets shall be maintained.

g. Building Slab and PEMB design responsibility

h. Manual bi-parting sliding aircraft doors

Sliding door when opened will block the adjacent hangar, no pockets required. The personnel door is part of the sliding door and should be framed so that bypassing doors don’t interfere with door hardware.

3. Contract Time/Phasing

DESCRIPTION

COLUMN I

Calendar Days per Phase

COLUMN II

Liquidated Damages per

Calendar Day if Work is not Completed by the Calendar

Days Shown in Column I

Phase 1 – Mobilization* 100 Calendar Days $2500.00 Phase 2 - Construction 100 Calendar Days $2500.00

Phase 3 – Sub. Completion 30 Calendar Days $2500.00 Total Project 230 Calendar Days $2500.00

* Mobilization includes submittals and building permits; PEMB and slab/foundation shop drawings shall be submitted during early stages of Phase 1 Work to ensure timely review and approval of submittals.

Substantial Completion: The Substantial Completion phase begins when the project is deemed substantially complete. This phase consists of completing any necessary punch list items, project clean-up, and demobilization. This phase concludes at Final Completion.

4. Construction Operations

a. Haul Routes/Staging Area

i. Location – Drawing G-005

ii. Maintenance/clean-up

iii. Restore to original conditions

b. Soil Stockpile Area

i. Location shown on Sheet G-005

c. Limitations of crane/erection equipment (FAA OE-AAA process), crane height is 50 ft.

7460 will be submitted by AECOM this week.

d. All waste material to be hauled offsite

e. Overall jobsite cleanliness

f. Utility locations – contractor responsible for verification

g. Coordination with other contractors or official events on site

h. QC testing:

i. Contractor responsible for all QC testing. See specifications. Provide copies of all test reports to the Engineer for review and documentation.

Owner will not perform any testing as part of this project.

i. AECOM will provide construction administration, periodic site inspections, and review of all technical submittals.

j. AECOM/Owner will attend and conduct Bi-Weekly Progress Meetings during active construction periods.

5. Safety/Security – AC 150/5370-2G – “Operational Safety on Airports During Construction”

a. Low-profile barricades around the work area (Drawing G-100).

b. Construction flags required on all vehicles/equipment for any daytime activities.

Construction flags are required on cranes as well.

c. Security Fencing/Access Gate – Drawing G-100.

d. Continuous coordination with Airport Manager and staff.

6. Permitting

a. Permits (NPDES/local building permits/etc.) – Contractor’s responsibility

b. SRWMD Permit is being obtained. A notice of construction activities to WMD will be required.

7. Bidding Procedures

a. Bid Deadline:

• 10:00 AM EST Monday, September 14, 2026

b. Bid Submission Location:

• Digital Bids on the County’s procurement portal:

suwanneecountyfl.bonfirehub.com

• Sealed paper bids at:

Suwannee County Clerk of Courts Cashier Window 200 S Ohio Avenue Live Oak, FL 32064

c. Bid Opening:

• 10:05 AM EST Monday, September 14, 2026 Suwannee County Administration Conference Room 224 Pine Ave SW, 2nd Floor Live Oak, FL 32064

d. All sealed paper bids must be submitted with one original and one copy (2 total sets of documents) and labeled on the outside of the envelope as:

Clerk to the Board 200 South Ohio Avenue Live Oak, Fl 32064 Sealed Bid No. 2026-15 Construction of T-Hangars

e. Addenda to be acknowledged, refer to the addendum acknowledgement form included as part of each addendum.

Two addendums have been issued so far, a third addendum is currently being prepared.

f. Questions must be submitted in the public questions and answers section for the specific solicitation

i. Final date for questions – 5:00 PM, September 4, 2026.

ii. Responses will be posted as replies for each question on the Bonfire platform.

iii. Questions should be asked separately, don’t combine multiple questions together

iv. All questions are not considered official unless posted on the Public Q&A section in bonfire.

8. Site Visit

9. Questions

a. Q1: Are there any porosity requirements for the underdrain backfill

A1: Porosity requirement to be addressed as part of Addendum No. 3

b. Q2: Is there a panel schedule for the 6-unit T-Hangar?

A2: It is the same panel for the 8-unit and 6-unit T-Hangars. The 6-unit T-Hangar will have two extra spares.

VARIES

PROPOSED SAND-CEMENT RIPRAP MEETING

THE REQUIREMENTS OF FDOT SPEC 530-2.1.

MITERED END SECTION

PROPOSED FILTER FABRIC

TYPE D-4

FDOT INDEX 281

TO BE INSTALLED

IN DOUBLE 4"

LAYERS MINIMUM

VARIES - SEE GRADING PLAN VIEW

PROPOSED POND/DITCH BOTTOM

MITERED END STRUCTURE SUMP SECTION DETAIL

N.T.S.

2'-0" (MIN.)

2'

POND AREA UNDERDRAIN - TYPICAL SECTION

N.T.S.

POND BOTTOM

ELEVATION

CL OF UNDERDRAIN

BACKFILL MATERIAL

(SEE NOTE 2)

12" CORRUGATED

UNDERDRAIN PIPE

1'-0"

3"

6"

NOTES:

1. FOR UNDERDRAIN PIPE INVERT ELEVATIONS REFER TO THE SCHEDULE

ON SHEET CA313.

2. BACKFILL SHALL NOT CONTAIN ORGANICS, SILTS, OR CLAY MATERIAL.

#57 STONE GRAVEL ENVELOPE

W/ NON-WOVEN

FILTER FABRIC WRAP

UNDERDRAIN NOTES:

1. UNDERDRAIN LATERALS SHALL BE 12" PERFORATED SINGLE WALL HIGHWAY PIPE AS MANUFACTURED BY

ADVANCED DRAINAGE SYSTEMS, INC. OR APPROVED EQUAL.

2. ALL PERFORATED UNDERDRAIN PIPES SHALL BE COMPLETELY WRAPPED WITH A FILTER FABRIC SOCK MEETING THE REQUIREMENTS OF SECTION 948-8 IN THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, CURRENT EDITION.

3. THE UNDERDRAIN OUTLET PIPE AND CLEAN OUT RISER PIPES SHALL BE 12" DIAMATER NON-PERFORATED HDPE CORRUGATED PIPE WITH A SMOOTH INTERIOR WALL MEETING THE REQUIREMENTS OF ADS N-12 ST IB PIPE (PER

ASTM F2648) OR APPROVED EQUAL.

4. COARSE AGGREGATE SHALL BE GRAVEL OR STONE MEETING THE REQUIREMENTS OF SECTIONS 901-2 OR 901-3 IN THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION. THE GRADATION SHALL BE GRADES 4, 467, 5, 56 OR 57 AS INDICATED IN SECTION 901 IN THE FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT EDITION.

5. THE FILTER FABRIC ENVELOPE SHALL BE TYPE D-3 AS INDICATED IN INDEX 286 OF THE FDOT DESIGN STANDARDS, CURRENT EDITION AND MEET SECTION 985 IN THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, CURRENT EDITION.

6. FINE AGGREGATE SHALL CONSIST OF QUARTZ SAND MEETING THE REQUIREMENTS OF FDOT SPECIFICATION

SECTION 902-4.

7. UNDERDRAIN PIPE TRENCH, NO. 57 STONE, FILTER-FABRIC, FINE AGGREGATE (QUARTZ SAND), BACKFILL AND COMPACTION, AND ALL FITTINGS AND CONNECTIONS SHALL BE INCIDENTAL TO THE UNDERDRAIN PAY ITEM.

8. ALL MATERIALS, CONCRETE PAD, AND REINFORCING INCLUDED IN COST OF CLEANOUT.

FLOW

CLEANOUT DETAIL

N.T.S.

CLEANOUT INSPECTION PORT

W/ REMOVABLE THREADED PLUG

12" PERFORATED UNDERDRAIN PIPE W/SOCK

OR 4" DIA. SCH 40 PVC FOR SSWR

12" DIA. NON-PERFORATED PIPE

OR 4" DIA. SCH 40 PVC FOR SSWR

45° ELBOW

REMOVABLE THREADED

PLUG AT END OF LINE

REFERENCE POINT FOR

INVERT ELEVATION

45° WYE

#57 STONE GRAVEL ENVELOPE

W/ NON-WOVEN

FILTER FABRIC WRAP

P-610 CONC . PAD

2' DIA. x 16" THICK

NOTES:

1. STABILIZE VERTICAL PIPE TO PREVENT DAMAGE OR MOVEMENT.

2. BACKFILL AS REQUIRED FOR UNDERDRAIN.

#4 HOOPS T&B

FINISH GRADE POND

BOTTOM ELEVATION

BACKFILL MATERIAL

6"

6"

FINE AGGREGATE SHALL EXTEND A

MINIMUM OF 6 INCHES BEYOND ALL

SIDES OF THE FILTER FABRIC.

SEE UNDERDRAIN NOTES 6 AND 7

6"

6"

DRAINAGE DETAILS (4) CA314

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PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

1SEPT 04, 2026ADDENDUM NO. 3 AA AA

F.F.E.

EXTERIOR LIGHT FIXTURE

(TYP.)

PROPOSED FLORIDA APPROVED STEEL

3'-0" X 7'-0" PERSONNEL DOOR (TYP.)

FLOOR PLAN - 8-UNIT T-HANGAR

N.T.S.

0.

5%

(T

YP

SL

O

PE

'-0

O

U

TS

ID

E

TO

O

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ID

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METAL WALL BETWEEN

ALL HANGARS

PROPOSED SLIDING HANGAR

DOORS 42'-0" X 12'-0" MIN. (TYP.)

(SEE SPECIFICATION 13125)PROPOSED FLORIDA APPROVED STEEL

3'-0" X 7'-0" PERSONNEL DOOR (TYP.)

192'-8"

OUTSIDE TO OUTSIDE

8" CONC. CURB TYP.

BETWEEN HANGARS

42'-0"

INSIDE CLEARANCE

(TYP.)

'-0

IN

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(T

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SL

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PROPOSED SLIDING HANGAR

DOORS 42'-0" X 12'-0" MIN. (TYP.)

(SEE SPECIFICATION 13125)

EAST ELEVATION - 8-UNIT T-HANGAR

N.T.S.

STORAGE ROOM

F.F.E.

EXTERIOR LIGHT FIXTURE

(TYP.)

PROPOSED FLORIDA APPROVED STEEL

3'-0" X 7'-0" PERSONNEL DOOR (TYP.)

WEST ELEVATION - 8-UNIT T-HANGAR

N.T.S.

STORAGE ROOM

NORTH ENDWALL ELEVATION

SOUTH ENDWALL ELEVATION

N.T.S. N.T.S.

*12'-0" MINIMUM TAIL

HEIGHT CLEARANCE RQD.

'-0

'-0

NOTES

1. SEE SHEET HT701 FOR T-HANGAR BUILDING NOTES.

2. SEE SHEET HT704 FOR ADDITIONAL BUILDING DESIGN INFORMATION.

3. SEE APPROVED T-HANGAR SHOP DRAWINGS FOR ADDITIONAL INFORMATION.

4. ALL FINISHED FLOOR ELEVATIONS ARE TO THE T-HANGAR ENTRANCE.

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

H2 H3 H4 H5 H6 H7 H8

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

10' LOW PROFILE RIDGE

VENT ONE PER UNIT (TYP.)

10' LOW PROFILE RIDGE

VENT ONE PER UNIT (TYP.)

STORAGE ROOM

S1

S2

H1

F.F.E=99.00 F.F.E=99.00

F.F.E=99.00F.F.E=99.00 F.F.E=99.00F.F.E=99.00

F.F.E=99.00F.F.E=99.00

F.F.E=99.00

F.F.E=99.00

F.F.E=99.00

F.F.E=99.00

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

STORAGE ROOM

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

PROPOSED SLIDING HANGAR

DOORS 42'-0" X 12'-0" MIN. (TYP.)

(SEE SPECIFICATION 13125)

DIRECTION OF SLIDING DOOR

OPERATION (TYP.)

DIRECTION OF SLIDING DOOR

OPERATION (TYP.)

2-HOUR FIRE-RESISTANCE-RATED

WALL ASSEMBLY (MINIMUM)

TO BE CONSTRUCTED FROM FLOOR TO CEILING.

DESIGN NO. U425 FOR PARTITION

90 MINUTE FIRE-RATED MAN DOOR

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PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

8-UNIT T-HANGAR BUILDING LAYOUT &

ELEVATIONS HT702

1SEPT 04, 2026ADDENDUM NO. 3 AA AA

1 1 1

F.F.E.

EXTERIOR LIGHT FIXTURE

(TYP.)

PROPOSED FLORIDA APPROVED STEEL

3'-0" X 7'-0" PERSONNEL DOOR (TYP.)

FLOOR PLAN - 6-UNIT T-HANGAR

N.T.S.

0.

5%

(T

YP

SL

O

PE

'-0

O

U

TS

ID

E

TO

O

U

TS

ID

E

METAL WALL BETWEEN

ALL HANGARS

PROPOSED SLIDING HANGAR

DOORS 42'-0" X 12'-0" MIN. (TYP.)

(SEE SPECIFICATION 13125)

PROPOSED FLORIDA APPROVED STEEL

3'-0" X 7'-0" PERSONNEL DOOR (TYP.)

150'-0"

OUTSIDE TO OUTSIDE

8" CONC. CURB TYP.

BETWEEN HANGARS

42'-0"

INSIDE CLEARANCE

(TYP.)

'-0

IN

SI

D

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AN

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YP

0.

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(T

YP

SL

O

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EAST ELEVATION - 6-UNIT T-HANGAR

N.T.S.

STORAGE ROOM

F.F.E.

EXTERIOR LIGHT FIXTURE

(TYP.)

PROPOSED FLORIDA APPROVED STEEL

3'-0" X 7'-0" PERSONNEL DOOR (TYP.)

WEST ELEVATION - 6-UNIT T-HANGAR

N.T.S.

NORTH ENDWALL ELEVATION

SOUTH ENDWALL ELEVATION

N.T.S. N.T.S.

*12'-0" MINIMUM TAIL

HEIGHT CLEARANCE RQD.

'-0

'-0

NOTES

1. SEE SHEET HT701 FOR T-HANGAR BUILDING NOTES.

2. SEE SHEET HT704 FOR ADDITIONAL BUILDING DESIGN INFORMATION.

3. SEE APPROVED T-HANGAR SHOP DRAWINGS FOR ADDITIONAL INFORMATION.

4. ALL FINISHED FLOOR ELEVATIONS ARE TO THE T-HANGAR ENTRANCE.

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

H2 H3 H4 H5 H6

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

10' LOW PROFILE RIDGE

VENT ONE PER UNIT (TYP.)

10' LOW PROFILE RIDGE

VENT ONE PER UNIT (TYP.)

STORAGE ROOM

S1

S2

H1

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

STORAGE ROOM

PROPOSED 8'-0" X 10'-0" CHAIN HOIST ASTA AMERICA

WINDLOCK SHEET DOOR 203 OR APPROVED EQUAL

(SEE SPECIFICATION 13125)

STORAGE ROOM

PROPOSED SLIDING HANGAR

DOORS 42'-0" X 12'-0" MIN. (TYP.)

(SEE SPECIFICATION 13125)

PROPOSED SLIDING HANGAR

DOORS 42'-0" X 12'-0" MIN. (TYP.)

(SEE SPECIFICATION 13125)

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SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

6-UNIT T-HANGAR BUILDING LAYOUT &

ELEVATIONS HT703

NOTE:

PROPOSED FINISHED FLOOR ELEVATIONS (F.F.E) FOR THE

6-UNIT T-HANGAR WILL BE PROVIDED AS PART OF THE

ISSUE FOR CONSTRUCTION (IFC) DOCUMENTS IF BASE BID

SCHEDULE 2 IS AWARDED.

1SEPT 04, 2026ADDENDUM NO. 3 AA AA

SECTION "C-C"

N.T.S.

VAPOR BARRIER

TERMITE TREATMENT

OF SOIL

BARS EACH WAY AT COLUMNS ONLY

U BAR PER HANGAR DESIGNER RECOMMENDATIONS

REINFORCED CONCRETE SLAB

(REINFORCEMENT TO BE

DETERMINED BY HANGAR

DESIGNER - SEE THIS SHEET FOR

RECOMMENDED)

#5 BAR (TYP) CONTINUOUS

FULL LENGTH OF CURB

1/2" CHAMFER (TYP.)

WALL ATTACHED TO CONCRETE

CURB - PER MANUFACTURER

REQUIREMENTS

FULL HEIGHT WALL PANEL SHALL EXTEND TO ROOF LINE

8"

MIN

2" CLR

(TYP)

6"

6" M

IN

1' -4

1 2"

NOTES:

1. GENERIC DIMENSIONS SHOWN. FINAL DIMENSIONS

WILL VARY BASED ON FINAL FOUNDATION DESIGN.

SEE NOTES ON SHEET HT701.

N.T.S.

AIRCRAFT GROUND ROD INSTALLATION DETAIL

COST OF GROUND RODS

INCIDENTAL TO HANGAR BID

COST.

NOTE:

6" DIA.

CORE HOLE

SECTION A-A

N.T.S.

SECTION B-B

BETWEEN

COLUMNS

N.T.S.

TERMITE SOIL TREATMENT (TYP.)

VAPOR BARRIER (TYP.) BARS EACH WAY AT

COLUMNS ONLY (TYP)

BARS EACH WAY AT

COLUMNS ONLY

1.5' AS REQD. FOR

COLUMN LOAD

1.5'

4"

REBAR AROUND

PERIMETER

WWF MESH

6"

NOTE:

GENERIC DIMENSIONS SHOWN. FINAL DIMENSIONS

WILL VARY BASED ON FINAL FOUNDATION DESIGN.

SEE NOTES ON SHEET HT701.

NOTE:

GENERIC DIMENSIONS SHOWN. FINAL DIMENSIONS

WILL VARY BASED ON FINAL FOUNDATION DESIGN.

SEE NOTES ON SHEET HT701.

BETWEEN

COLUMNS

TERMITE SOIL TREATMENT (TYP.)

VAPOR BARRIER (TYP.) BARS EACH WAY AT

COLUMNS ONLY

1.5'

AS REQD. FOR

COLUMN LOAD

1.5'

3/ 4"

REBAR AROUND PERIMETER

WWF MESH

6"

BARS EACH WAY AT

COLUMNS ONLY

3/4" DIA. 10'-0"

COPPER CLAD

GROUND ROD

CONCRETE FLOOR

FINISH FLOOR

CHAIN

3/4" - 10 THREAD

CROUSE-HINDS GRC-210

GROUND RECEPTACLE OR

APPROVED EQUAL

CAP

EXTENT OF BUILDING

FOUNDATION (TYP)

SLO

PE

0.5%

SL

O

PE

0.

5%

SL

O

PE

0.

5%

8" WIDE CONCRETE CURB

(SEE DETAIL THIS SHEET)

SLO

PE

0.5%

FULL HEIGHT INTERIOR

WALLS (TYP.)

EXTERIOR WALL (TYP)

FLOOR PLAN

N.T.S.

FIRE EXTINGUISHER

(10#, ABC MIN.) (TYP)

FE FE

FE

SEE GRADING SHEETS FOR

FINISHED FLOOR ELEVATIONS

C C

GR

PROVIDE STATIC GROUND

POINT WITH 10' MIN. COPPER

CLAD GROUND ROD (TYP.)

(SEE AIRCRAFT GROUND ROD

INSTALLATION DETAIL THIS

SHEET )

GR

GR

42'-0"

CLEAR DOOR OPENING (TYP.)

A

A

PROPOSED SLIDING AIRCRAFT

DOORS 42'-0" X 12'-0" MIN. (TYP.)

PROPOSED 3'-0" X 7'-0"

PEDESTRIAN DOOR (TYP.)

B B

STORAGE

1.0' MIN.

42'-0"

INSIDE CLEARANCE (TYP.)

PROPOSED 8'-0" X 10'-0" WINDLOCK

SHEET DOOR 203

FE

'-0

IN

SI

D

E C

LE

AR

AN

C

E (T

YP

FI

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P

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: F rid ay , S ep te m be r 0 4,

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: A lL ab ba nA

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

PROJECT NO.

PM:DATE DESCRIPTION BY AUTH

AECOM Technical Services, Inc.

7650 West Courtney Campbell Causeway

Tampa, FL 33607-1462 Tel: 813.286.1711

Certificate of Authorization No. 8115 60738534

DATE: AUGUST 2026

AS NOTED

DWG. BY:

CHK. BY:

DSG. BY:

SHEET TITLE SHEET NO.

DRAWING SIZE REDUCED IF LESS THAN 34"x22"

SUWANNEE COUNTY AIRPORT

CONSTRUCT T-HANGARS

Suwannee County Airport

13308 80th Terrace Live Oak, Florida, 32060

P.E. NO. 99644

AHMAD AL LABBAN

AA

SJ

WRP

DGC

AUG 2026 BID DOCUMENTS SJ AA

T-HANGAR BUILDING DETAILS HT704

1SEPT 04, 2026ADDENDUM NO. 3 AA AA