X01_Hangar_Repairs_Report_-_Signed.pdf

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

\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 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