X01_Hangar_Repairs_Report_-_Signed.pdf
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- Attached to
- Everglades Airpark Hangar Repairs - GRANT FUNDED
- Solicitation number
- 25-8614
- Issued by
- Collier County, Florida
About this file
This is a Visual Damage Report and Scope of Work prepared by AtkinsRealis for Collier County Airport Authority regarding repairs to aircraft hangar facilities at Everglades Airpark (FAA LID: X01) in Everglades City, Florida, following severe damage from high tidal surges and unprecedented sustained winds. The project encompasses comprehensive repair and replacement work including: repair or replacement of eight bifold hangar doors (43 feet wide by 16 feet high) with integral personnel access doors; replacement of 16 hangar door motors with new elevated steel frame mounts to prevent future flood damage; installation of 56 flood vents; replacement of two damaged 8-foot by 12-foot roll-up doors at storage units; replacement of two 3-foot by 7-foot hollow metal access doors; repair and replacement of damaged exterior metal cladding systems; replacement of approximately 2,000 square feet of fire-rated gypsum board in storage unit partitions; installation of approximately 6,700 square feet of prefinished corrugated metal panels at hangar bay dividers; painting of approximately 12,700 square feet of existing gypsum board and structural surfaces; sealing of approximately 10,700 square feet of concrete floor slabs; cleaning and refinishing of 34 structural columns and base plates; repair of property fencing, security gates, and entry systems; replacement of the entire building electrical system; and removal of metal debris and exterior cleaning. The project is classified as IIB occupancy with S-1 use (aircraft hangar) and requires compliance with Florida Building Code, Florida Fire Prevention Code, NFPA 101 Life Safety Code, NFPA 409 Standards on Aircraft Hangars (2016 Edition), and FEMA TB-2 flood-resistant material specifications. The non-mandatory pre-bid meeting is scheduled for February 25, 2026 at 10:00 a.m. at the Everglades Airpark site, and sealed bids must be submitted electronically through OpenGov procurement portal no later than March 30, 2026 at 3:00 p.m. local time. The successful bidder must achieve substantial completion within 150 calendar days from Notice to Proceed with daily liquidated damages of $1,380 per day.
The Engineer's Opinion of Probable Cost for the base bid is $1,193,500, with a bid alternate option for providing all new bifold hangar doors with warranty valued at an additional $100,000. Contractors must provide a mandatory unit price of $125 per square foot for repair of damaged metal studs and accessories, with a possible repair area of 3,030 square feet. An Owner's Allowance of $378,750 is allocated for unforeseen conditions to be expended only through written Change Order. This grant-funded project is subject to FEMA Public Assistance funding requirements, including compliance with 2 CFR Part 200, 44 CFR Part 206, and federal labor standards including prevailing wage requirements for contracts exceeding $100,000. Bidders must possess valid Florida state contractor licenses, E-Verify enrollment, and Certificate of Authority to Conduct Business in Florida, and must submit a 5 percent bid bond. The successful bidder must execute the contract within 10 calendar days of award and provide performance and payment bonds equal to 100 percent of contract amount, along with required insurance coverage including Workers' Compensation at statutory limits, Commercial General Liability ($1,000,000 single limit per occurrence, $2,000,000 aggregate), Employer's Liability ($1,000,000 single limit), and Automobile Liability ($1,000,000 each occurrence). All construction work is limited to 7:00 a.m. to 7:00 p.m., Monday through Friday, and must coordinate with continued airport operations during the project execution.
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Bid Documents Collier County Airport Authority, Naples, FL
March 15, 2024
EVERGLADES
AIRPARK (X01)
REPAIRS
Classification AtkinsRéalis - Sensitive
Everglades Airpark (FAA LID: X01) Aircraft Hangar Repairs
March 15, 2024 Visual Damage Report
TABLE OF CONTENTS
VISUAL DAMAGE REPORT
NARRATIVE AND GENERAL NOTES (INCLUDING SCOPE OF WORK)
PARTIAL LIST OF APPROXIMATE MATERIAL QUANTITIES
SITE AERIAL & FLOOR PLAN DIAGRAMS
PHOTO KEY PLAN
EXISTING FACILITY PHOTOS
APPENDIX A: REFERENCE DRAWING
S001 - COMPONENTS AND CLADDING WIND PRESSURES DIAGRAM
APPENDIX B: WETPROOFING VENTS AND CALCULATIONS
APPENDIX C: PRODUCT NOA
March 15, 2024
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
Bid Sched.
Line Item
Description
Misc.
Demo
Miscellaneous Demolition.
Remove existing gypsum board at Storage and Hangar divider walls (to extents indicated in items below) and include allowance for additional undefined items.
A.1 - Exterior Building Envelope & Doors
A.1.a* Repair/Replace ALL Damaged Bifold Hangar Door Components (except motors/elec.)
Includes (8) hangar doors for aircraft access, motor-operated bifold lift-strap type, approximately 43’ w x 16’ h, each with (1) integral HM personnel access door. Installation shall be done by qualified installer of hangar doors and PEMB systems.
- See spec 024119 Selective Demolition and 133419 Metal Building Systems.
- Replace in kind all metal panels, trim & weatherstripping below the bifold line, and allowance for replacement of any additional damaged above bifold line.
- See photos 24, 25 and similar.
- Remove and replace all (8) 3’x7’ integral access doors.
- Replace damaged bifold door structural components – 43’ x 16’ door panels, steel track, etc.
- See photos 12, 14 and similar for nonfunctional hangar door examples.
VISUAL DAMAGE REPORT
NARRATIVE & GENERAL NOTES
All information contained in this report is based solely on visual observations.
The facility, along with its contents, suffered severe damage from high tidal surges and unprecedented sustained winds.
Prior to bid, Contractor should visit the site and verify all existing conditions and verify all quantities of all work needed.
Project is located at:
1. Everglades Airpark
650 Everglades City Airpark Rd, Everglades City, FL 34139 Type of Construction: IIB Occupancy: S-1 Occupancy Load: 28 (Hangar Bay 1-8: 3 occupants per bay; Storage 1-2: 2 occupants per room) Alteration-Level 1 Square Footage of Work Area – N/A Project is for repair/replacement of damaged items.
Contractor shall comply with all applicable building codes, including:
1. Florida Building Code, current edition.
2. Florida Fire Prevention Code, current edition.
3. NFPA 101 Life Safety Code, current edition.
4. NFPA 409, Standards on Aircraft Hangars, 2016 Edition.
5. UL (FRD), Fire Resistance Directory, Current Edition.
6. All requirements of the applicable Authority Having Jurisdiction.
All construction materials shall be installed in accordance with manufacturer’s specifications and written recommendations.
Contractor to provide a list of components and their approval numbers per Florida State Product Approval or Miami-Dade Notice of Acceptance for all building components used, including hangar doors, cladding, roofing, access doors, and overhead doors. All building materials and installation methods located at or below the Base Flood Elevation of 15’ shall be flood damage resistant materials the conform to the provisions of FEMA TB-2. The contractor shall install approved IOC flood vents per FBCR322.2 & FEMA TB-1. The minimum number of vents is shown in Appendix B.
Refer to all construction photographs that are included in this report, for indications of damaged portions of the building that need replacement with new materials, or refinished, or repaired and refinished.
Contractor shall verify the fire rating of existing gypsum board wall assemblies around the two storage rooms,and provide the AHJ with an appropriate UL cut sheet.
Contractor shall ensure all aircraft storage & maintenance areas are equipped with minimum 4A:80B fire extinguishers at a maximum travel distance of 50 feet, per NFPA 409 6.3.2 Extra Hazard Classification. (1 per hangar tenant, and 1 per storage room.)
Scope of Work:
March 15, 2024
A.1.b*
- Install 56 Smartvents (type 1540-520 flood vents) per Appendix B attached.
Remount 16 Hangar Door Motors on New Steel Frame Mounts Higher Above the Floor.
Fabricate steel support systems for motors to help prevent future flood damage. Schweiss Doors to assess new mounting height.
- Contractor shall provide steel support systems as needed to raise and support all electric motors at the new height (TBD).
- See photo 42 for existing motor mounting.
March 15, 2024
A.1.c Repair/Replace Damaged Building Cladding Systems (besides that at hangar doors)
Includes cladding at (2) storage units, building endwalls, and the overall roof. Replace all damaged metal panels, trim, seals, flashing and roof accessories to match existing. All exterior cladding shall be installed “weathertight” as intended by the PEMB manufacturer. Roof may have little to no damage but an inspection allowance should be included here.
- See floor plan diagrams and photos 6, 11, 27, 29-32 and similar.
- See specs 024119 Selective Demolition and 133419 Metal Building Systems.
A.1.d Replace (2) 3’ x 7’ Damaged Hollow Metal Access Doors and Frames.
- Located at building end walls. See photos 16, 31 and similar.
A.1.e Replace 2 Damaged Roll-up Doors (8'W x 12'H) at Storage Units.
- Includes door, frame and all components. See photos 28 and 58.
A.2 - Interior Work
A.2.a Repair/Replace Damaged Fire-Rated Partitions Between Storage Units & Hangar Bay Replace approx..
2,000 SF of type ‘X’ gypsum board, firestopping (and insulation if present in existing assembly). Prep, prime and paint all wall surfaces (approx. 5,200 SF).
- See enlarged storage unit floor plan and fire-rated plan detail.
- See specs 024119 Selective Demolition, 092116 Gypsum Board Assemblies, 099113 Exterior Painting, and 078400 Firestopping.
A.2.b Prep, Prime and Paint Existing High Gyp. Bd. Between Hangar Bays (approx. 7,500 SF)
- See floor plans, photos 21-23, 34-36. See specs 092116 Gypsum Board Assemblies and 099113
Exterior Painting.
A.2.c Allowance for Damaged Metal Studs and Accessories (if corroded, etc.)
A.2.d Install Corrugated Metal Panels at Partitions Between Hangar Bays (Approx. 6,700 SF)
- See enlarged hangar bay floor plan, typical photos between bays.
- Prefinished white, 24-ga. minimum with a minimum 7/8” rib height. Ribs to run horizontally.
Metal closure shall be installed on top and bottom of panels. Hold panel ½” off floor to facilitate drainage underneath.
- See 133419 Metal Building Systems.
A.2.e Prep & Paint Structural Columns & Base Plates (34 each)
PEMB structural steel columns and base plates shall have all rust properly removed and be refinished with new primer and paint coating.
- See floor plans, photos 26 and 55, and spec 099113 Exterior Painting for additional requirements including substrate preparations.
A.2.f Floor Slab Cleaning, Stripping & Sealing (approx. 10,700 SF)
- See enlarged hangar bay floor plan and photos 33-36 showing general condition.
B through F - Electrical & Site Work
B* Hangar Door Motor Replacement & Associated Electrical Work
16 each of: Motors, Disconnects, Push Button Stations, Sprockets, Chain, etc.
- Includes install, inspection and testing for all (8) hangar doors. Tests shall be performed once repairs to hangar doors are complete, by Contractor and Contractor’s qualified installer of hangar doors.
C Hangar Building Electrical System
Allowance to replace the entire hangar building electrical system; remove and replace any damaged components in kind. Includes hangar door-mounted wall pack light fixtures.
D Repair/Replace Damaged Fence/Gates/Entry
Includes repair of damaged property and external boundary fences (approx. 200 LF), fence security system, and repair of (2) damaged electric gates.
E Miscellaneous Metal Debris Collection & Disposal
Includes fees. See 024119 Selective Demolition, 3.5 and 3.8.B.
F Exterior Cleaning
Includes removal of all other items to be disposed of.
* OMIT ITEM FOR BID ALTERNATE: Provide ALL NEW bifold hangar doors and assoc’d components (Warrantied)
Refer to diagrams, photos and specifications that follow.
March 15, 2024
PARTIAL LIST OF APPROXIMATE MATERIAL QUANTITIES
Prior to bid, Contractor should visit the site and verify all existing conditions and verify all sizes and quantities for all work needed.
Exterior Replacement and Repairs
A. Replace damaged overhead roll-up doors: Two (2) 8’-0” wide x 12’-0” tall.
B. Replace damaged personnel access doors at storage units: Two (2).
C. Hangar doors for aircraft access, motor operated, upward acting, approximately 43-feet wide x 16-feet tall
1. Repair eight (8) hangar doors with integral man doors.
2. Replace sixteen (16) motors & associated accessories.
3. Remount sixteen (16) motors on new steel frame mounts higher above the floor.
D. Metal panel replacement on building and hangar doors: Refer to Specifications, Narrative & General Notes.
Interior Repairs – Approximate Quantities
A. Interior walls surrounding the storage rooms, non-load bearing, fire-resistant rated: existing gypsum board to be removed up to 8’-0” AFF and replaced with new fire-resistant gypsum board, in number of layers as needed to match fire-rating of existing walls. Penetrations and edges shall be sealed with fire-stopping to maintain fire rating.
1. Approximately 2,000 SF of existing gypsum board to be removed. See note #1 below.
2. Approximately 2,000 SF of new gypsum board to be provided.
3. Approximately 5,200 SF of total gyp board to be prepped, primed and painted.
B. Interior divider walls between the aircraft hangar bays, non-load bearing, non-rated.
1. Approximately 6,700 SF of existing gypsum board to be removed. See note #2 below.
2. Approximately 6,700 SF of new prefinished corrugated metal panel to be provided.
3. Approximately 7,500 SF of existing high gypsum board to be prepped, primed and painted.
C. Building Structural steel columns & Hangar Door steel jamb columns and base plates to be cleaned, refinished and receive new primer and paint.
1. 34 columns.
2. 34 base plates.
D. Clean, strip and seal all concrete floors (approx. 10,700 SF).
E. Hangar Building Electrical System: Refer to Specifications, Narrative & General Notes.
F. Fire extinguishers shall be provided where required by Code as specified in Table 13.6.1.2 and the referenced codes and standards listed in Chapter 2.
Refer to diagrams, photos and specifications that follow.
1 Some existing square footage near floor level may have been previously partially removed. Quantities exclude existing gypsum board above 8’-0” AFF, which shall remain unless damaged.
2 Some existing square footage near floor level may have been previously partially removed in some bays. Quantities exclude existing gypsum board above 8’-0” AFF, which shall remain unless damaged.
March 15, 2024
SITE AERIAL & FLOOR PLAN DIAGRAMS
AIRCRAFT HANGAR BUILDING - FLOOR PLAN (NOT TO SCALE)
Refer to following page for single hangar bay schematic layout.
March 15, 2024
A. AIRCRAFT HANGAR BAY - FLOOR PLAN (NOT TO SCALE)
B. STORAGE UNIT - FLOOR PLAN (NOT TO SCALE) C. FIRE-RATED PLAN DETAIL
March 15, 2024
PHOTO KEY PLAN
Numbers correspond with photos on the following pages.
March 15, 2024
EXISTING FACILITY PHOTOS
Photo 1
Photo 2 Aircraft Hangar Building. The hangar building is approximately 200-feet long by 54-feet wide, with (8) aircraft hangar bays approximately 1200 SF each, and an approximate 600 SF storage bay at each end of the building.
Photo 3 Airport Terminal Building
Photo 4 Aircraft Hangar Building
March 15, 2024
Photo 5
Photo 6 Aircraft Hangar Roof: Contractor to inspect all roofing components, trim, gutters and downspouts for damage and replace in kind. No work may be required.
Photo 7 Aircraft Hangar Roof: Contractor to inspect all roofing components, trim, gutters and downspouts for damage and replace in kind. No work may be required.
Photo 8
March 15, 2024
Photo 9 Aircraft Hangar Building, West Side
Photo 10 Aircraft Hangar Building, South Side
Photo 11 Aircraft Hangar Building, West Side
Photo 12 Aircraft Hangar Building, Bays 1,3 & 5
March 15, 2024
Photo 13 Aircraft Hangar Building, Bays 5 & 7
Photo 14 Aircraft Hangar Building, Bay 5
Photo 15 Aircraft Hangar Building, Southeast corner
Photo 16 Aircraft Hangar Building, West End.
March 15, 2024
Photo 17 Aircraft Hangar Building, East Side
Photo 18 Aircraft Hangar Building, Bays 4, 6 & 8
Photo 19 Aircraft Hangar Building Roof: Contractor to inspect all roofing components, trim, gutters and downspouts for damage and replace in kind. No work may be required.
Photo 20 Aircraft Hangar Building, Remove and replace Overhead Coiling Door at Storage Unit.
March 15, 2024
Photo 21 Aircraft Hangar Bay: All interior (high) gypsum board shall receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project Narrative & General Notes and typical Hangar Bay Plan for additional requirements.
Photo 22 Aircraft Hangar Bay: All interior (high) gypsum board shall receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project Narrative & General Notes and typical Hangar Bay Plan for additional requirements.
Photo 23 receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project Narrative & General Notes and typical Hangar Bay Plan for additional requirements.
Photo 24 Aircraft Hangar Doors: Replace all lower portions of door (8’ panels) and damaged additional components and cladding. See Selective Demolition spec, and Narrative & General Notes for additional requirements.
March 15, 2024
Photo 25 Aircraft Hangar Door: Replace all lower portions of door (8’ panels) and damaged additional components and cladding. See Selective Demolition spec and Narrative & General Notes for additional requirements.
Photo 26 Aircraft Hangar Bay: All interior (high) gypsum board shall receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project
Photo 27 Aircraft Hangar Building – Replace damaged overhead coiling door systems, including all door tracks and connections. Replace damaged exterior building cladding. Refer to Specifications, and Narrative &
General Notes.
Photo 28 Aircraft Hangar Building – Overhead Coiling Door: Replace damaged overhead coiling doors systems, including all door tracks and connections. Refer to Specifications, and Narrative & General Notes. See Photo 58 for inside view.
March 15, 2024
Photo 29 Aircraft Hangar Building: Replace damaged exterior building cladding. Refer to Specifications, and Narrative &
General Notes.
Photo 30 Aircraft Hangar Building: Replace damaged exterior building cladding. Refer to Specifications, and Narrative & General
Notes.
Photo 31 Aircraft Hangar Building, West End:
• Replace all damaged exterior access doors and frames with new doors and frames.
• Replace all damaged exterior PEMB cladding systems. Refer to Specifications, and Narrative &
General Notes.
Photo 32
Aircraft Hangar Building, West End: Replace damaged exterior building cladding. Refer to Specifications, and Narrative &
General Notes.
March 15, 2024
Photo 33 receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project Narrative & General Notes and typical Hangar Bay
Plan for additional requirements.
Photo 34
Aircraft Hangar Bay: All interior (high) gypsum board shall receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project
Photo 35 receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project Narrative & General Notes and typical Hangar Bay
Plan for additional requirements.
Photo 36 Aircraft Hangar Bay: All interior (high) gypsum board shall receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project
March 15, 2024
Photo 37 receive new paint. New prefinished corrugated metal panel up to 8’-0” AFF (no new substrate required). Refer to project Narrative & General Notes and typical Hangar Bay
Plan for additional requirements.
Photo 38 Aircraft Hangar Building: Replace damaged exterior building cladding.
Refer to Specifications, and Narrative & General Notes.
Photo 40 Aircraft Hangar Bay: Repair all hangar doors and provide new electric motors and control systems, typical. Mount motor on a new steel platform higher on door. Height TBD.
Photo 39 Aircraft Hangar Building: Replace damaged exterior building cladding. Refer to
Specifications, and Narrative & General Notes.
March 15, 2024
Photo 41 Aircraft Hangar Bay: Repair all hangar doors and provide new electric motors and control systems, typical. Mount motor on a new steel platform higher on door. Height
TBD.
Photo 42 Aircraft Hangar Bay: Repair all hangar doors and provide new electric motors and control systems, typical. Mount motor on a new steel platform higher on door. Height TBD.
Photo 43 Aircraft Hangar Bay prior to partial cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 44 Aircraft Hangar Bay prior to partial cleanup/demo already completed. See photo key plan for more recent views of bay.
March 15, 2024
Photo 45 cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 46 Aircraft Hangar Bay prior to partial cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 47 cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 48 Aircraft Hangar Bay prior to partial cleanup/demo already completed. See photo key plan for more recent views of bay.
March 15, 2024
Photo 49 cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 50 Remove all trash from the building and from the site areas around the building and dispose all trash off-site in accordance with requirements by local Authority Having Jurisdiction.
Photo 51 Storage Unit: Refer to Specifications, project Narrative & General Notes and typical Storage Unit Plan for requirements.
Photo 52 Storage Unit: Refer to Specifications, project Narrative & General Notes and typical Storage Unit Plan for requirements.
March 15, 2024
Photo 53 Remove all trash from the building and from the site areas around the building.
Photo 54 Remove all trash from the building and from the site areas around the building.
Photo 55 cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 56 Aircraft Hangar Bay prior to partial cleanup/demo already completed. See photo key plan for more recent views of bay.
March 15, 2024
Photo 57
Storage Unit: Refer to project Narrative & General Notes and typical Storage Unit Plan for additional requirements.
Photo 58 Storage Unit: Refer to project Narrative & General Notes and typical Storage Unit Plan for additional requirements.
Photo 59 cleanup/demo already completed. See photo key plan for more recent views of bay.
Photo 60 Aircraft Hangar Bay prior to partial cleanup/demo already completed. See photo key plan for more recent views of bay.
March 15, 2024
Photo 61 Airport Terminal Building (Not In Scope) & Property:
Replace damaged fencing sections in kind.
Photo 62 Airport Terminal Building (Not In Scope) & Property:
Replace damaged fencing sections, gates and electronic gates in kind. Security systems shall be repaired.
Photo 63 Airport Terminal Building (Not In Scope) & Property:
Replace damaged fencing sections, gates and electronic gates in kind. Security systems shall be repaired.
Photo 64 Airport Terminal Building (Not In Scope) & Property:
Replace damaged fencing sections, gates and electronic gates in kind. Security systems shall be repaired.
March 15, 2024
Photo 65 Airport Terminal
Photo 66
Photo 67
Photo 68
March 15, 2024
Photo 69 Airport Terminal & Property: Damaged fencing sections, gates and electric gates shall be replaced in kind. Security system shall be repaired.
Photo 70 Airport Terminal & Property: Damaged fencing sections, gates and electric gates shall be replaced in kind. Security system shall be repaired.
Photo 71 Airport Terminal & Property: Damaged fencing sections, gates and electric gates shall be replaced in kind. Security system shall be repaired.
Photo 72 Damaged fencing sections, gates and electric gates shall be replaced in kind.
March 15, 2024
Photo 73
Damaged fencing sections, gates and electric gates shall be replaced in kind.
Photo 74 Damaged fencing sections, gates and electric gates shall be replaced in kind.
- End of Existing Facility Photographs -
APPENDIX A:
REFERENCE DRAWING
S001 - COMPONENTS AND CLADDING WIND PRESSURES DIAGRAM
BUILDING
a
(FT)
ULTIMATE C&C WIND PRESSURE (ASCE 7-10)
WINDOWS/DOORS PERFORMANCE REQUIREMENTS:
PROVIDE WINDOW, DOOR AND FRAME SYSTEMS THAT COMPLY WITH PERFORMANCE
REQUIREMENTS INDICATED AS DEMONSTRATED BY TESTING MANUFACTURER'S ASSEMBLIES
IN ACCORDANCE WITH FLORIDA BUILDING CODE TEST PROTOCOLS TAS 201, TAS 202 AND TAS
203.
Vult
(MPH)
Vasd
(MPH)
GCpi Area
(SF)
ZONE
(PSF)
ZONE
(PSF)
ZONE
(PSF)
ZONE
(PSF)
ZONE
(PSF)
<10
500+
+26 -63
X01
T-HANGAR
5.4 170 132 +/- 0.18
ULTIMATE C&C WIND PRESSURE PLAN NOTES:
1. PRESSURES INDICATED ARE ULTIMATE COMPONENTS AND CLADDING GROSS
PRESSURES. A FURTHER 0.6 REDUCTION IS ALLOWED.
2. a - INDICATES END ZONE WIDTH IN FT.
3. Vult AND Vasd INDICATE ULTIMATE AND NOMINAL DESIGN WIND SPEED IN MPH
RESPECTIVELY.
4. GROSS PRESSURES SHALL BE LINEARLY INTERPOLATED FOR (A) NOT SHOWN IN TABLE.
5. GROSS PRESSURES ARE FOR JOISTS, WINDOWS, DOORS, VENEER, LIGHT GAGE METAL
FRAMING, METAL DECK ATTACHMENTS, ROOFING, ROOFING ACCESSORIES AND OTHER
BUILDING COMPONENTS AND CLADDING.
6. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARD A PROJECTED SURFACE.
NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED
SURFACE.
7. ROOF ZONES INCLUDING END CONDITIONS ARE DENOTED AS
8. WALL ZONES INCLUDING END CONDITIONS ARE DENOTED AS
1 THRU 3
4 AND 5
9. OVERHANG ZONES APPLY ONLY TO ROOF OVERHANGS WHERE THE
COMPONENT OR CLADDING RECEIVES PRESSURE SIMULTANEOUSLY ON BOTH SIDES
(UPWARD SUCTION ON TOP AND UPWARD PRESSURE ON BOTTOM, SUCH AS AT OPEN
SOFFITS), AND IS CONTINUOUS WITH FIELD OF ROOF.
10. NET DESIGN ROOF PRESSURES SHALL BE CALCULATED USING THE SELFWEIGHT (DEAD
LOAD) OF THE MATERIALS. THE MAXIMUM REDUCTION OF GROSS WIND UPLIFT
PRESSURES SHALL BE LIMITED TO THE SELF WEIGHT OF THE ROOF SYSTEM PLUS 5 PSF
MAXIMUM FOR SUPERIMPOSED DEAD LOADS.
11. ROOF TOP EQUIPMENT SHALL BE DESIGNED FOR A LATERAL PRESSURE OF 100 PSF AND
A SIMULTANEOUS UPLIFT PRESSURE OF 81 PSF WITH CORRESPONDING COEFFICIENTS
OF GCR=1.9 AND GCR=1.5, RESPECTIVELY.
2H AND 3H
12. AT ALCOVES AND CANOPIES, THE TOTAL UPLIFT PRESSURE ON THE ALCOVE SOFFIT OR
CANOPY SHALL EQUAL THE WALL PRESSURE IN THAT AREA.
+58 -63
+58 -77
+24 -62
+56 -60
+56 -72
+22 -60
+52 -57
+52 -65
+21 -58
+50 -54
+50 -60
+44 -48
+44 -48
+21 -58
DESIGN WIND LOADS CRITERIA
ULTIMATE DESIGN WIND SPEED: Vult
EQUIVALENT ALLOWABLE WINDSPEED: Vasd
RISK CATEGORY
WIND EXPOSURE
INTERNAL PRESSURE COEFFICIENT (ENCLOSED)
170 MPH
131.7 MPH
II
C
+/- 0.18
COMPONENTS AND CLADDING DESIGN WIND PRESSURE (qh) 53.4 PSF
+26 -106
+24 -95
+22 -80
+21 -69
+21 -69
+26 -160
+24 -132
+22 -96
+21 -69
+21 -69
MEAN
ROOF
HEIGHT
a a a a h=15' h a a
200' - 0"
NOTE: GENERAL CONTRACTOR'S (GC) BIDDING SHALL PROVIDE WRITTEN VERIFICATION WITH THEIR BIDS THAT ALL OF THEIR SUBCONTRACTOR'S BIDDING THIS PROJECT HAVE BECOME FAMILIAR WITH ALL CONSTRUCTION DRAWING SHEETS & PROJECT MANUAL SPECIFICATIONS TO ENSURE THE GC AND SUB-CONTRACTOR'S CONSTRUCTION BIDS SHALL PROVIDE THE TOTALITY OF THE ENTIRE CONTRACT
DOCUMENT REQUIREMENTS.
EVERGLADES AIRPARK, X01
EVERGLADES CITY,
FLORIDA
FBPR CA NO. 24
JOB NO.:
DATE:
DRAWN
DESIGN
CHECKED
SHEET NO.
SHEET TITLE:
PROJECT NAME:
DRAWING SCALE:
KEY MAP:
482 SOUTH KELLER ROAD, ORLANDO, FL 32810
TELE. (407) 647-7275 I FAX. (407) 806-4500
www.atkinsglobal.com/northamerica.com
As indicated
COMPONENTS AND
CLADDING
S001
X01 T-HANGAR
100062075
NOVEMBER 2018
JDC
JDC
JAI
T-HANGAR
T-HANGAR ROOF
REV DATE DESCRIPTION
ENGINEER FOR WIND PRESSURE CALCULATIONS
JOHN A. ILTER, FL P.E. #36205
WIND PRESSURES
NOTE: THESE CALCULATIONS ARE PROVIDED FOR DETERMINATION OF
COMPONENTS AND CLADDING WIND PRESSURES ONLY. DESIGN OF THE OVERALL
STRUCTURE INCLUDING METAL BUILDING, FOUNDATIONS, DOORS ETC. IS THE
RESPONSIBILITY OF THE ENGINEER OF RECORD.
APPENDIX B:
REFERENCE DRAWING
C001 – WETPROOFING VENTS AND CALCULATIONS
Space Area (Gross SF)
Coverage Per Vent
(SF)
Vents Required (Area /
Coverage)
Vents Provided
Hangar Bay 1 1200 200 6 6
Hangar Bay 2 1200 200 6 6
Hangar Bay 3 1200 200 6 6
Hangar Bay 4 1200 200 6 6
Hangar Bay 5 1200 200 6 6
Hangar Bay 6 1200 200 6 6
Hangar Bay 7 1200 200 6 6
Hangar Bay 8 1200 200 6 6
Storage 1 600 200 3 4
Storage 2 600 200 3 4
Total 10,800 - 54 56
STORAGE 2
HANGAR BAY 8
HANGAR BAY 6
HANGAR BAY 4
HANGAR BAY 2
HANGAR BAY 1
HANGAR BAY 3
HANGAR BAY 5
HANGAR BAY 7
STORAGE 1
12' - 0" TYP. 12' - 0" TYP.
℄ HANGAR
DOOR, TYP.
T Y
P
E Q
E
Q
℄ OHCD, TYP.
EQ EQ
℄ HANGAR
DOOR, TYP.
12' - 0" TYP. 12' - 0" TYP.
℄ HANGAR
DOOR, TYP.
12' - 0" TYP. 12' - 0" TYP.
℄ OHCD, TYP.
EQ EQ
14' - 0"
14' - 0"
℄ HANGAR
DOOR, TYP.
12' - 0" TYP. 12' - 0" TYP.
TYPICAL SECTION
@ EXTERIOR WALL
TYPICAL
SECTION @
HANGAR DOOR
TYPICAL
SECTION @
INTERIOR WALL
A-101
A-101
A-101
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)
1,200 SF GROSS
(1,135 SF NET)600 SF GROSS
(545 SF NET)
600 SF GROSS
(545 SF NET)
E Q
T Y
P
E Q
E Q
T Y
P
E Q
EQ EQ
EQ EQ
A-102
NEW GALVANIZED METAL STUD
FRAMING AROUND NEW OPENING, TYP.
EXISTING PEMB GIRT TO REMAIN
SMART VENT FRAME AND TRIM,
SEE MFR FOR ATTACHMENT
NEW PREFINISHED METAL TRIM
CONTINUOUS AROUND OPENING,
TO MATCH NEW PANEL, TYP.
ROTATING SMART
VENT DOOR
EXISTING METAL
PANEL TO REMAIN
NEW GALVANIZED METAL
STUD FRAMING AROUND
NEW OPENING, TYP.
EXISTING STEEL DOOR FRAME
MEMBERS TO REMAIN, TYP.
SMART VENT FRAME AND TRIM,
SEE MFR FOR ATTACHMENT
NEW PREFINISHED METAL
TRIM CONTINUOUS
AROUND OPENING, TO
MATCH NEW PANEL, TYP.
A-102
ROTATING SMART
VENT DOOR
EXISTING METAL
PANEL TO REMAIN
NEW GALVANIZED METAL
STUD FRAMING AROUND
NEW OPENING, TYP.
NEW METAL PANEL, TYP.
ROTATING SMART
VENT DOOR
SMART VENT FRAME AND TRIM,
SEE MFR FOR ATTACHMENT
PREFINISHED METAL TRIM
CONTINUOUS AROUND OPENING, TO
MATCH NEW PANEL
A-102
GRAPHIC LEGEND
SMART VENT
HOLD INSTALL TO THIS
SIDE OF WALL OR DOOR
REV DATE DESCRIPTION
ENGINEER OF RECORD:
DRAWN:
DESIGN:
DATE:
JOB NO.:
CHECKED:
SHEET NO. REV.
State of Florida Seal
SHEET TITLE:
PROJECT NAME:
KEYMAP:
COLLIER COUNTY
GOVERNMENT CENTER
3299 TAMIAMI TRAIL EAST
NAPLES, FL 34112
4030 W. BOY SCOUT BLVD., SUITE 700
TAMPA, FL 33607
TEL. (813) 282-7275 | FAX. (813) 637-9895
WWW.ATKINSREALIS.COM
FBPR CA NO. 24
C
U s e rs
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P
M
SMART VENT LAYOUT
PLAN
Everglades Airpark Hangar Repairs
GJD
A-101
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
GJD
8/1/2025
100088484
RCR
1/8" = 1'-0"
SMART VENT LAYOUT PLAN
1 CONTRACTOR TO VERIFY EXISTING
CONDITIONS AND DIMENSIONS PRIOR TO
INSTALL, AND NOTIFY ARCHITECT PROMPTLY
OF ANY UNFORSEEN EXISTING CONDITIONS
THAT MAY ADVERSELY AFFECT THE WORK.
1 REFER TO HANGAR REPAIRS REPORT FOR
ALL WORK NOT RELATED TO INSTALLATION
OF WET FLOODPROOFING VENTS.
2 USE SMART VENT MODEL #1540-520 FOR
INSTALLS IN EXTERIOR WALLS AND IN
INTERIOR WALLS BETWEEN HANGAR BAYS.
1 1/2" = 1'-0"
PLAN DETAIL @ EXT. WALL
1 1/2" = 1'-0"
PLAN DETAIL @ HANGAR DOOR
1 1/2" = 1'-0"
PLAN DETAIL @ INT. WALL
TYPICALTYPICALTYPICAL
SCALE: 1/8" = 1'-0"
0 4' 8' 16'2'
P
LA
N N
O R
T H
P
LA
N N
O R
T H
P
LA
N N
O R
T H
P
LA
N N
O R
T
H SCALE: 1 1/2" = 1'-0"
0 4" 8" 16"
3 USE SMART VENT MODEL #1540-524 FOR
INSTALLS WITHIN HANGAR DOORS.
4 NO VENTS SHALL BE INSTALLED WITHIN
RATED WALL ASSEMBLIES.
5 OWNER TO APPROVE VENT COLORS AND
TRIM COLORS PRIOR TO INSTALLATION BY
CONTRACTOR.
6 THIS DRAWING CONTAINS COLOR
INFORMATION AND ALL REPRODUCTIONS
SHOULD BE PROVIDED IN COLOR.
A-101 GENERAL NOTES
NEW GALVANIZED METAL STUD FRAMING
AROUND NEW OPENING, TYP.
NEW METAL PANEL, TYP.
ROTATING SMART VENT DOOR
#1540-520 SMART VENT FRAME & TRIM,
SEE MANUFACTURER FOR ATTACHMENT
NEW PREFINISHED METAL TRIM
CONTINUOUS AROUND OPENING,
TO MATCH METAL PANEL FINISH
V E
R
IF
Y W
IT
H
V E
N T
M F
R
0'
/4
R .O
A N
D N
O H
IG
H
E R
T H
A N
2"
IN
S
T A
LL
A
T M
IN
IM
U M
H E
IG
H
T P
O S
S
IB
LE
WRAP NEW GALVANIZED METAL
STUDS SILL WITH NEW PREFINISHED
METAL TRIM TO MATCH EXISTING
METAL PANEL FINISH
EXISTING METAL STUD
FRAMING BEYOND
EXISTING COLD-FORMED
METAL CHANNEL
EXISTING HANGAR FLOOR
EXISTING METAL PANEL, TYP.
ROTATING SMART VENT DOOR
#1540-520 SMART VENT FRAME & TRIM,
SEE MANUFACTURER FOR ATTACHMENT
NEW GALVANIZED METAL STUD
FRAMING
EXISTING PEMB GIRT TO REMAIN
EXISTING HANGAR FLOOR
NEW DRAINABLE PREFINISHED
METAL TRIM, TYP., TO MATCH
EXISTING METAL PANEL FINISH
V E
R
IF
Y W
IT
H
M F
R
0'
/4
R .O
A N
D N
O H
IG
H
E R
T H
A N
2"
S E
T S
IL
L
A T
M
IN
IM
U
M H
E
IG
H T
P O
S S
IB
LE
METAL DRIP FLASHING
WITH HEMMED EDGE
PREFINISHED METAL
SILL PAN FLASHING
NEW GALVANIZED METAL STUD FRAMING
AROUND NEW OPENING, TYP.
CUT EXISTING METAL PANEL AS
REQUIRED FOR NEW OPENING, TYP.
ROTATING SMART VENT DOOR
#1540-524 SMART VENT FRAME
& TRIM, SEE MANUFACTURER
FOR ATTACHMENT
NEW DRAINABLE
PREFINISHED METAL
TRIM, TYP., TO MATCH
EXISTING METAL
PANEL FINISH
NEW GALVANIZED METAL
STUD FRAMING AROUND NEW
OPENING, TYP.
EXISTING HANGAR DOOR
FRAME TO REMAIN
EXISTING HANGAR FLOOR
PREFINISHED METAL
SILL PAN FLASHING
METAL DRIP FLASHING
WITH HEMMED EDGE
CUT EXISTING METAL
PANEL AS REQUIRED
FOR NEW OPENING, TYP.
A N
D N
O H
IG
H
E R
T H
A N
2"
IN
S
T A
LL
A
T M
IN
IM
U M
H E
IG
H
T P
O S
S
IB
LE
REV DATE DESCRIPTION
ENGINEER OF RECORD:
DRAWN:
DESIGN:
DATE:
JOB NO.:
CHECKED:
SHEET NO. REV.
State of Florida Seal
SHEET TITLE:
PROJECT NAME:
KEYMAP:
COLLIER COUNTY
GOVERNMENT CENTER
3299 TAMIAMI TRAIL EAST
NAPLES, FL 34112
4030 W. BOY SCOUT BLVD., SUITE 700
TAMPA, FL 33607
TEL. (813) 282-7275 | FAX. (813) 637-9895
WWW.ATKINSREALIS.COM
FBPR CA NO. 24
C
U s e rs
\D
IM
I2
\O n e D ri ve
C o rp \O n e D ri ve
S
N C
L a va lin G ro u p \D e sk to p
\X
H a n g a r
R e p a ir s\ s u p p o rt f ile s\ H a n g a r
X
.r vt
/3
/2
:5 :5
P
M
SMART VENT SECTION
DETAILS
Everglades Airpark Hangar Repairs
GJD
A-102
IS
S
U E
D F
O R
C O
N S
T R
U C
T
IO
N
GJD
8/1/2025
100088484
RCR
3" = 1'-0"
SECTION DETAIL @ INT. WALL
3" = 1'-0"
SECTION DETAIL @ EXT. WALL
3" = 1'-0"
SECTION DETAIL @ HANGAR DOOR
TYPICALTYPICALTYPICAL
SCALE: 3" = 1'-0"
0 2" 4" 8"
A-102 GENERAL NOTES
1 OWNER TO APPROVE VENT COLORS AND
TRIM COLORS PRIOR TO INSTALLATION BY
CONTRACTOR.
2 ALL DEMOLITION WORK REQUIRED IS NOT
LIMITED TO THAT INDICATED ON THIS
DRAWING. THE INTENT IS TO REMOVE
ITEMS AS INDICATED AND AS NECESSARY
TO FACILITATE NEW CONSTRUCTION.
APPENDIX C: REFERENCE
INFORMATION
PRODUCT NOA
Product FL Approval # Notes
Exterior Metal Wall
Panels 16417.1
Metal Roof System 15998.2
Hollow Metal
Swinging Doors 32083.1
Overhead Coiling
Doors 15211.1
Hangar doors
N/A. Hangar doors are generally custom-sized
/ custom-designed to the project, so no approval number exists. FBC 1709.5.3 (2023) permits the engineering for such custom fabrications.
The existing bi-folding hangar doors were provided by
Schweiss Doors. Sealed engineer's shop drawings for the replacement doors will be provided by Schweiss (or approved equal) to meet the current wind load requirements.
These product approval numbers are not intended to limit acceptable manufacturers, but rather to establish a basis of design. In order to be considered as an acceptable equivalent, the system/component must be designed to resist similar wind speeds and pressures. Depending on actual product selected by Contractor, sub-components and installation may vary.
northamerica.atkinsglobal.com
AtkinsRéalis
1514 Broadway, Suite 202
Fort Myers, Florida 33901
(239) 271-3425
© AtkinsRéalis except where stated otherwise
Classification AtkinsRéalis - Sensitive
X01 Hangar Repairs.docx
March 15, 2025 3
| 2024.12.13 X01 Hangar Repairs Appenidix A - Design Pressures - S&S.pdf |
| Sheets |
| S001 - COMPONENTS AND CLADDING |
| X01 Wet Floodproofing Appendix Sheets.pdf |
| A-101 - SMART VENT LAYOUT PLAN |
| A-102 - SMART VENT SECTION DETAILS |
| 2025-11-19T08:58:40-0500 | |
| Jose Castellanos | |
| This item has been electronically signed and sealed by Jose L. Castellanos, Architect using a digital signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. |
File details come from the government source that posted it. Updated .