4-1-SoVi Bldg 6 - DCP Summary 051126.pdf

PDF 12 MB Posted May 27, 2026

Attached to: DESIGN & CONSTRUCTION OF SOUTH VILLAGE (SoVi) STUDENT HOUSING BUILDING #6
Solicitation number: RFQ-26-009
Issued by: Florida

About this file

Written by GovTribe AI · May 28, 2026

Design Criteria Package Summary

This Design Criteria Package document is issued by Florida Gulf Coast University (FGCU) in Fort Myers, Florida, for the Design-Build of South Village (SoVi) Student Housing Building #6. The project scope involves the complete facility design, permitting, and construction of a 6-story, 189-unit, 535-bed student dormitory facility comprising approximately 170,109 square feet, similar in design to the previously constructed Eagle Hall (2014) and Osprey Hall (2012). The building will be classified as Class 1B fully-sprinklered residential Group R-2 (dormitory) and must achieve LEED Silver certification. The scope of work includes two remote asphalt parking lots: the "Rec Area Lot" with approximately 150 parking spaces and the "SoVi Admin Lot" with approximately 618 parking spaces, both requiring clearing, earthwork, drainage, paving, sidewalks, lighting, and landscaping. Civil engineering, surveying, landscape, hardscape, irrigation system designs, and parking lot and building vicinity lighting design remain the responsibility of FGCU. The project is scheduled to begin immediately upon completion of Design-Build selection and contract negotiations (estimated mid-September 2026), with substantial completion required no later than June 15, 2029, and final completion by August 8, 2029.

The total project budget is $131,761,755, with a maximum allowable Design/Build cost (including project management fees) of approximately $105,500,000, which includes the two remote parking lots. Soft costs not associated with Design/Build—including Furnishings, Fixtures and Equipment (FFE), permitting, owner improvements, and project contingency—comprise the remaining budget. The project is Bond-funded, with Bond proceeds anticipated prior to construction notice to proceed and design services pre-funded by FGCU. The facility must comply with the Florida Building Code 9th Edition (2026), National Electrical Code (NFPA No. 70), Florida Fire Prevention Code 9th Edition (2026), NFPA 101 Life Safety Code, and FGCU Design Standards and Specifications. All building permitting and building trade permitting, including coordination with Florida Power & Light, will be the responsibility of the Design/Build contractor, while civil and landscape permitting will be handled by FGCU. The site is located within the existing South Village Student Housing zone on a pre-planned building site that is currently cleared, filled, and used as a recreation field; strict site access control will be enforced to ensure student safety during construction activities.

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Other files

File	Type	Posted
1-4-FGCU FPDC Specs Vol 2 Div 21-33 - Rev1.2-r.pdf	PDF	May 27, 2026
5-RFQ26 009 SoVi Cost Proposal Workbook Final.xlsx	XLSX spreadsheet	May 27, 2026
3-2-FGCU Facilities Planning Building Standards 051126.pdf	PDF	May 27, 2026
6-0-RFQ26 009 Design Build SoVi Student Housing - Final FGCU.pdf	PDF	May 27, 2026
2-3-FGCU FPDC Specs Vol 1 Div 03-14 - Rev1.2-r.pdf	PDF	May 27, 2026

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FGCU Facilities Planning

10501 FGCU Boulevard South, Fort Myers, FL 33965-6565 | 239.590-1500 | fgcu.edu/adminservices/facilities/ An Affirmative Action Equal Opportunity Employer – A member of the State University System of Florida

South Village (SoVi) Student Housing Building #6

Section 2.0 Project Requirements & Scope of Services/Work Appendix A – Design Criteria Package

OVERALL PROJECT NARRATIVE:

1.0 Project Scope:

The South Village (SoVi) Student Housing Building #6 will be a 6-story, 189 unit / 535 bed, student dormitory facility approximately 170,109sf in size. The proposed building is similar to both Eagle Hall (2014) and Osprey Hall (2012) previously constructed immediately adjacent to proposed SoVi Bldg #6. Similar to both Eagle Hall and Osprey Hall, proposed SoVi Bldg #6 will be a Class 1B fully-sprinklered building in Residential Group R-2 (dormitory) classification.

The proposed Scope of Work anticipated hereunder will consist of full facility design, permitting and construction to include all required professional consultants, labor, materials, equipment and other forces as may be necessary to provide a complete and compliant facility in accordance with FGCU requirements and the Building Codes and Standards as set forth herein. The following exceptions shall apply:

• Civil Engineering and Surveying for the project will be the responsibility of FGCU, which will include all civil / survey services for the building, building site, remote parking lots, easements, stakeout and all site related permitting related thereto. These services will also include Landscape, Hardscape and Irrigation system designs, in addition to parking lot and building vicinity lighting design.

Also included in the Scope of Work are two (2) remote asphalt parking lots generally described as “Rec Area Lot” with approximately 150 spaces and “SoVi Admin Lot” with approximately 618 spaces. The proposed Scope of Work for the remote parking lots will include clearing, earthwork, drainage, paving, sidewalks, lighting, landscaping and other services as may be required for complete and code compliant facilities.

2.0 Design Criteria:

Facility Design shall be in conformance with the FGCU Facilities Planning, Design & Construction Building Standards, Building Codes, and Standards as set forth below. Our intent is to list the minimum design criteria necessary for the facility design however, this package is not a specification or prescriptive checklist and is not intended to replace the professional judgment by a competent licensed professional after coordination with FGCU and the Construction Manager. Additionally, nothing in this document should preclude consideration and/or use of emerging technologies and commercially available products if they can be proven to result in a successful and satisfactory design.

With the exception of Civil Engineering and Surveying services which will be provided by FGCU as listed above, the following is a probable list of design consulting services necessary for the design of the facility however, this is not to be construed as a complete listing of consultants necessary, as it is recognized that each designer will have differing requirements based upon Design-Build team makeup.

• Architecture

• Structural Engineering

• Mechanical Engineering

• Electrical Engineering

• Plumbing & Fire Protection Engineering

• Acoustics / Telecom / Data / Interior Design / Cost Estimating (all as necessary for a complete design package)

Leadership in Energy and Environmental Design (LEED) Standards – the Facility is to be designed to attain LEED Silver certification. FGCU has utilized a LEED consultant on various campus-wide initiatives, and we recommend that Design/Build CM contact Iris Meeker, LEED AP ID+C, WELL AP with EXP Sustainability Consultants at 689.209.6093 or email at Iris.Meeker@exp.com for information related to FGCU LEED programming.

Unit Designation and Total Unit/Bed Count:

mailto:Iris.Meeker@exp.com

2-Bedroom Unit

3-Bedroom Unit

3.0 Building Codes and Standards:

• Florida Building Code 9th Edition (2026) Accessibility

• Florida Building Code 9th Edition (2026) Building

• Florida Building Code 9th Edition (2026) Energy Conservation

• Florida Building Code 9th Edition (2026) Fuel Gas

• Florida Building Code 9th Edition (2026) Mechanical

• Florida Building Code 9th Edition (2026) Plumbing

• Florida Building Code 9th Edition (2026) Test Protocols

• National Electrical Code (NFPA No. 70) - Latest Edition

• Florida Fire Prevention Code 9th Edition (2026)

• NFPA1, Fire Code, Latest Edition with Florida Specific Amendments

• NFPA 101, Life Safety Code, Latest Edition with Florida Specific Amendments

• Uniform Building Code Latest Edition with Supplements

• Underwriters Laboratories, Inc. (UL) Standards, Recommended Practices

• American National Standards Institute (ANSI)

• FGCU Design Standards and Specifications

4.0 Permitting:

All permitting related to Civil & Landscape Designs will be the responsibility of FGCU. This will include FGCU Building Official (Site & Landscape), Lee County Utilities (Potable Meter), South Florida Water Management District and any required Environmental Permitting.

All Building Permitting and Building Trade Permitting will be the responsibility of the Design/Build CM including coordination and permitting as necessary with Florida Power & Light. Building Permitting for FGCU is managed through the FGCU Facilities Planning Office (FGCU Building Official) and the State Fire Marshall.

5.0 Site and Site Location:

The proposed facility will be located within the existing South Village Student Housing Village (SoVi) on the last available building site, which has been pre-planned for construction of the building covered by this solicitation. The site is cleared, filled, and currently in use as a recreation field and while some import or export of fill material may be necessary to achieve final building grade, the site is generally filled to grade.

As the building site, laydown yard and general construction zone is located within an active Student Housing zone, extreme caution and detailed logistics will be required to ensure student safety during construction activities.

Site Access will be strictly enforced and will only be available via South Village Drive and South Bridge Loop Road only. No construction vehicular traffic of any kind will be allowed on the FGCU main campus loop road or other roadways unless specifically authorized.

Site Location Map:

6.0 Project Schedule & Budget:

• Budget Statement: The total project budget of $131,761,755 is based upon confirmed per/bed costs data for similar sized projects completed recently within the Florida SUS and includes a maximum allowable Design / Build cost (including project management fees) of approximately $105,500,000 which includes the two (2) remote parking lots. Soft Costs not associated with Design / Build, which includes items such as FFE, Permitting, Owner Improvements, and Project Contingency comprise the remaining budget amount.

SoVi Bldg #6 will be a Bond-Funded project where such Bond proceeds are anticipated prior to the Construction NTP, with Design Services pre-funded by FGCU prior to Bond funding.

• Schedule Statement: The project is scheduled to begin immediately upon completion of Design/Build selection & contract negotiations (estimated to be mid-September 2026) with a projected Substantial Completion no later than June 15, 2029, and Final Completion no later than August 8, 2029.

7.0 Reference Files:

The following documents are attached for reference purposes:

• 1-SoVi Building #6 – Site Location Maps

• 2-SoVi Building #6 – Building Site and Parking Lot Plans

• 3-SoVi Eagle Hall – Floor Plans & Elevations

• 4-SoVi Building #6 – Combined Survey Data

• 5-SoVi Eagle Hall – Photos for Reference Only

• 6- Facilities Planning, Design & Construction Building Standards o Includes FGCU Housing Supplemental Specifications o Includes Various FGCU Departmental Specifications & Standards

• 7-FGCU Technical Specifications

Existing Rec Field Proposed Bldg #6 Site

Rick Mercer Rectangle

Existing Parking Garage "B"

Recreation Field / SoVi Bldg #6 Site

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Proposed SoVi Admin Parking Lot 618 Spaces

To SoVi Bldg #6

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To SoVi Bldg #6

Existing Rec Bldg

R E

REF. REF.

REF. REF. REF. REF.

REF. REF.

REF.

REF.REF.

REF.

R E

REF.

R E

EF.

A201

B D.5

E.8

G G.2

C.5 E.5 F.5 F.7

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2.2

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3.73.7

4.8

5.4

5.7

8.2

9.2

9.8

8.9

8" 3'

A202

A301

Unit

Front Vestibule

1001A

Main Lobby

Storage Rm

1-C1-1

AHU RM

1-C3-1A

Courtyard Vestibule

1001B

RA Unit

Reception

1010A

Mail Rm.

RA Office

Office

RD Office

Unit

ADA Unit

Unit

1110Unit

Unit

1106RA Unit

Mechanical Rm

1-C1-6

Mech Rm 1-C1-8

Unit

RA Unit

Unit

ADA & Hearing Impaired Unit

Unit

Trash Vest.

1-C3-4

Stair

S1-1

Stair

S2-1

A108

A110

A109

C.3

Trash Vest.

1-C2-4

Mech. Cl.

1-C2-1 Elec. Cl.

1-C2-2

Trash Rm.

1-C2-5

Stair

S3-1

Trash Rm.

1-C3-5

A401

A402

Mech. Patio

1-C1-9

Solar Tank

D.2

E.2

D.1 E.1 F.1

F.2

B.1

B.3

C.2

A402

Unit

Corridor 1-C3

Mech. Cl.

1-C3-1

Elect. Cl.

1-C3-2

C o rr id o r

-C

A402

8" 11' - 1"

30' - 0"

8"1" 30' - 0"

30' - 0"

5.6

8' - 8" 6' - 3" 5' - 6" 15' - 1 1/2" 22' - 7 1/2" 1' - 8" 15' - 1 1/2" 1" 8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 11' - 9"

6' - 9 1/2" 249' - 7"

253' - 10"

Elevators Lobby

AHU Rm

1-C1-3

Jan. Cl.

1-C1-4

Corridor

1-C2

A d m in

C o rr id o r

AHU

1-C3-3

AHU Cl.

1-C2-3

A109

Vending

Electrical Rm

1-C1-2

Storage

1-C1-5

Maint. Office

1-C1-7

1001A.1

1001A

8.3

4.7

36' - 7"

0"1"

91' - 4"

90' - 0"

11' - 9"

0" 108' - 2 1/2" 90' - 0" 11' - 9"

96.00°

229' - 9"

8' - 8" 2' - 2" 17' - 11"

84.00°

5.2

209' - 11 1/2"

Standpipe within 2 HR enclosure

5.7'

C.1

B.2

5.3

1-C1-6

Line of standing seam metal roof above exit door

Line of standing seam metal canopy above exit door

Line of Canopy above ADA entrance

Line of Roof Canopy above double height vestibule

Line of Roof Canopy overhang over 5th floor

Line of 2nd flr. corridor overlooking 1st. floor Main Lobby and Vestibule

Line of Roof overhang above 1st floor

ADA entrance

Line of canopy above RD apartment entrance door (aligned and centered with door)

RD Apartment

Keys Cl.

1013A

Storage

1013A

1' - 8" 12' - 5 1/2"

A402

A401

C.4

17' - 4"

1" EXP. JOINT

FEC

1" Rated Expansion joint cover plate at all 4 surfaces: walls, ceiling and floor. Fire Blanket @ walls (Typical @ all similar conditions)

1" Rated Expansion jointcover plate at all 4 surfaces: walls, ceilingand floor. Fire Blanket @ walls (Typical @all similar conditions)

A303

A302

A301

1-C1-2

Trash Chute door

Overhead Coiling door

C3-1

1-C3-1A

1-C1-8

1-C1-9

S1-1

C2-1

1-C1-4

1-C1-5

1-C1-3

1-C1-6A

1-C3-4

S3-1

S3-1.1

1-C3-5

S2-1.1

S2-1

1-C2-4

1-C2-5

1-C1-1

1-C1-6B

1-C1-7

1-C1-7B

1-C1-7A

B.2

1-C3-2

1-C3-1

1001B.1

1001B

L 1-C2-1

Door with magnetic hold opener and delayed alarm

Door with hold opener and delayed alarm

Trash Chute door

Exterior Recyclable Bins area

Exterior Recyclable bins area

A302

AHU CL

1-C3-1B

209' - 11 1/2"

A301

Waiting

1003A

Corridor

1-C1

-2 -4

1-C3-4.1

FISH TANK

STOR.

1010B

A405C

AHU Closet

1-C2-1B

A407

ATLANTA, GEOGIA 30303

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e X

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANO PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A101

COMPREHENSIVE

FIRST FLOOR PLAN

16660

.0 .2

3/32" = 1'-0"1 1st. Floor

FURNITURE SHOWN IS FOR

REFERENCE PURPOSES

ONLY (N.I.C.)

NO. DESCRIPTION DATE

UPDN

DNUP

EF.

REF.

REF. REF.

REF. REF. REF. REF.

REF. REF.

REF.

R E F.

REF.

A2012

A201

B D.5

E.8

G G.2

C.5 E.5 F.5 F.7

4.94.9

2.22.2

2.72.7

3.73.7

4.84.8

5.4

5.7

8.2

9.2

9.6

9.8

8.9

A202

A301

Stair

S2-2

Classroom

Storage Rm

2-C1-1

Stair

S1-2

Office

Study Rm.

Mech. Rm.

2-C1-2

Tr. Rm.

2-C3-4

Stair

S3-2

C.3

Tr. Rm.

2-C2-4

A401

A402

D.2

E.2

D.1 E.1 F.1

F.2

B.1

B.3

C.2

RA Unit

Unit

Hearing Impaired Unit

Unit

Mech. Cl.

2-C2-1

Unit

ADA Unit

Unit

Elect. Cl.

2-C2-2

Unit

RA Unit

Unit

ADA Unit

Unit

2129 Unit

Unit

Elec. Cl.

2-C3-2

Mech. Cl.

2-C3-1

Corridor

2-C2

Corridor 2-C3

C o rr id o r

-C

5.6

8" 11' - 1"

30' - 0"

30' - 9"

30' - 0"

"3'

"1'

8' - 8" 6' - 3" 5' - 6" 15' - 1 1/2" 22' - 7 1/2" 1' - 8" 15' - 10 1/2" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 8" 11' - 1"

8' - 9 1/2" 249' - 7" 11' - 9"

11' - 9"

242' - 1"

Janitor Cl.

2-C1-4

AHU

2-C2-3

AHU

2-C3-3

Elevator Lobby

Study Rm.

Storage Rm

2-C1-3

A402

Unit

EXPANSION

JOINT

1" EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

A111

A113

A112

Dry Erase White Board (NIC)

8.3

4.74.7

108' - 2 1/2" 90' - 0" 11' - 9"

96.00° 22

8' - 8" 2' - 2" 17' - 11"

84.00°

5.2

Storage 2-C3-5

6A 6A

6A 6A6A

Standpipe within 2 HR enclosure

5.7'

C.1

B.2

5.3

OPEN TO LOBBY BELOW

Secondary Means of Egress

2-C3-1

Metal Roof Canopy above Stair exit door on Ground floor

Line of Canopy above ADA entrance on ground floor

Line of Roof Canopy over above double height vestibule

Line of Roof Canopy overhang over 5th floor

Roof canopy overhang above 1st floor Courtyard Entrance

42" high Clear brushed Aluminum /Clip Less Glass Railing system with Polished edges

1' - 8"

A402

C.4

36' - 7"

91' - 5"

90' - 0"

11' - 9"

229' - 9"

209' - 11 1/2"

Canopy above Rd Apartment door on Ground floor

7' - 0"

FEC

1" Rated Expansion joint cover plate at all 4 surfaces: walls, ceiling and floor. Fire Blanket @ walls (Typical @ all similar conditions)

1" Rated Expansion jointcover plate at all 4 surfaces: walls, ceilingand floor. Fire Blanket @ walls (Typical @all similar conditions)

Trash Chute

A302

2-C2-22-C2-1

2-C2-4

2-C2-5

S2-2

2001.3

2001.1

2001.2

2-C1-2

S1-2

2-C3-2

L 2-C3-1

S3-2

Metal Brackets supporting Standing seam metal roof (typ. of 4)

Downspout and internal drainage

Internal roof drainage from upper canopy

A303

A302

C3-2

S3-2

2-C1-1

C3-8

C2-2

2003.1

C1-2-1

Line of soffit eyebrow above Reception Desk area on Ground Floor

C o rr id o r

-C

-1

Security Card Reader

A301

2001.1.4

Magnetic Hold opener device

Ceiling mounted Projector

Surface mounted projection screen

Ceiling mounted projector mounted 16 feet from the front of the room.

Surface mounted projection screen (mounted directly under the perimeter ceilng soffit).

FGCU Audio Visual will furnish and install the podium and the ceiling mounted projector.

FGCU Housing will furnish the projection screen.

Contractor to install projection screen.

No window blinds required on exterior windows. Add Black-Out window shades.

3' -6

Storage

2-C2-5

HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A102

COMPREHENSIVE

SECOND FLOOR

PLAN

16660

.0 .2

3/32" = 1'-0"1 2nd. Floor

FURNITURE SHOWN IS FOR

REFERENCE PURPOSES

UPDN

DNUP

R E F.

EF.

REF. REF.

REF. REF. REF. REF.

REF. REF.

REF.

FR.

A2012

A201

B D.5

E.8

G G.2

C.5 E.5 F.5 F.7

4.94.9

2.2

2.7

3.7

4.8 4.8

5.4

5.7

8.2

9.2

9.6

9.8

8.9

A202

A301

Game Room

Theater

Elevator Lobby

Kitchen

Mech. Rm

3-C1-2

IDF Rm

3-C1-1

Stair

S1-3

A114

C.3

Tr.Rm.

3-C2-4

Stair

S2-3

Tr. Rm.

3-C3-4

Stair

S3-3

D.2

E.2

D.1 E.1 F.1

F.2

B.1

B.3

C.2

Unit

RA Unit

Unit

ADA Unit

Mech. Cl.

3-C2-1

Unit

RA Unit

Unit

Elec. Cl.

3-C3-2

Mech. Cl.

3-C3-1 Unit

Unit

ADA Unit

Unit

Corridor

3-C2

Corridor 3-C3

C o rr id o r

-C

Elec. Cl.

3-C2-2

5.6

8" 3'

8" 11' - 1"

30' - 0"

30' - 9"

30' - 0"

" 3'

8' - 8" 6' - 3" 5' - 6" 15' - 1 1/2" 22' - 7 1/2" 1' - 8" 15' - 10 1/2" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 11' - 9" 8"

261' - 4"

Jan. Cl.

3-C1-4

AHU

3-C2-3

AHU

3-C3-3

MDF Rm

3-C1-3

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

A112

A113

Storage

3-C2-5

253' - 2"

8.3

4.7 4.7

91' - 4"

90' - 0"

11' - 1" 8"

16' - 9 1/2" 1" 91' - 4" 90' - 0" 11' - 9"

96.00°

229' - 9"

8' - 8" 2' - 2" 17' - 11"

5.2

Standpipe within 2 HR enclosure

TV (NIC)

Roll Down Projector Screen

(NIC)

5.7'

C.1

B.2

5.3

L B.2

B.2

Line of Canopy above ADA entrance on Ground floor

Line of Roof Canopy above double height Vestibule on Ground floor

Ceiling Mounted Projector

(NIC)

Unisex RR

209' - 11 1/2"

A401

A402

A401

A402

36' - 7"

C.4

FEC

1" Rated Expansion joint cover plate at all 4 surfaces: walls, ceiling and floor. Fire Blanket @ walls (Typical @ all similar conditions)

1" Rated Expansion jointcover plate at all 4 surfaces: walls, ceilingand floor. Fire Blanket @ walls (Typical @all similar conditions)

Trash Chute

A303

A302

A301

3-C1-2

3-C1-3

3-C1-4

S3-3

S2-3

3-C2-5

3-C2-4

3003-1

3003-2

3-C2-1

3-C3-1

3-C3-2

3-C2-2

C2-3

3-C1-1

C3-3

S1-3

C1-3

A302

Security Card Reader

A301

TV (NIC)

Ref./Freezer Closet

3005A

3005C

3005-A

3005-1

3-C3-5

3-C3-4

Closet

3005C

A405D

HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A103

COMPREHENSIVE

THIRD FLOOR PLAN

16660

.0 .2

3/32" = 1'-0"1 3rd. Floor

FURNITURE SHOWN IS FOR

REFERENCE PURPOSES

DN UP

DNUP

R E F.

EF.

REF. REF.

REF. REF. REF. REF.

REF. REF.

REF.

A2012

A201

B D.5

E.8

G G.2

C.5 E.5 F.5 F.7

4.94.9

2.2

2.7

3.7

4.8 4.8

5.4

5.7

8.2

9.2

9.6

9.8

8.9

A202

A301

Elevator Lobby

RA Conf. Rm.

RA Workroom

Mech. Rm.

4-C1-2

Storage Rm

4-C1-1

Laundry Serv. Rm.

4-C1-5

Stair

S1-4

A114

C.3

Tr. Rm.

4-C3-4

Stair

S3-4

Stair

S2-4

Tr. Rm.

4-C2-4

D.2

E.2

D.1 E.1 F.1

F.2

B.1

B.3

C.2

RA Unit

Unit

ADA Unit

Unit

RA Unit 4116 Unit

Unit

Hearing Impaired Unit

Unit

ADA Unit

Corridor 4-C3

Unit

Mech. Cl.

4-C3-1

Elec. Cl.

4-C3-2

C o rr id o r

-C

Corridor

4-C2

Advisor Office Reception

Laundry Rm.

Mech. Cl.

4-C2-1 Elec.Cl.

4-C2-2

5.6

30' - 0"

30' - 0" 8"1"

30' - 0"

8' - 8" 6' - 3" 5' - 6" 15' - 1 1/2" 22' - 7 1/2" 1' - 8" 15' - 10 1/2" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 11' - 9"

249' - 7"

Jan. Cl.

4-C1-4

AHU

4-C2-3

AHU

4-C3-3

Storage Rm

4-C1-3

EXPANSION

JOINT

1" EXPANSION

JOINT

EXPANSION

JOINT

1" EXPANSION

JOINT

A112

A113

Storage 4-C3-5

Storage

4-C2-5

253' - 10"

8.3

4.7 4.7

91' - 4"

90' - 0"

11' - 9"

108' - 2 1/2" 90' - 0" 11' - 9"

96.00°

84.00°

229' - 9"

8' - 8" 2' - 2" 17' - 11"

5.2

Standpipe within 2 HR enclosure

Anti Reflective Dry Erase White Board (NIC)

209' - 11 1/2"

5.7'

C.1

6' 4" 5"

Projector hanging from ceiling (NIC)

B.2

5.3

B.2

Mech. Cl.

4-C1-6

A402

A401

A402

A401

36' - 7"

C.4

FEC

1" Rated Expansion jointcover plate at all 4 surfaces: walls, ceilingand floor. Fire Blanket @ walls (Typical @all similar conditions)

1" Rated Expansion joint cover plate at all 4 surfaces: walls, ceiling and floor. Fire Blanket @ walls (Typical @ all similar conditions)

Trash Chute

A303

A302

A301

4-C1-5

4-C1-6

4-C1-2

C2-4

4-C1-3

4-C1-4

S1-4

4-C2-1 4-C2-2

4-C2-4

4-C2-5

S2-4

B.2

4-C3-1

4-C3-2

S3-4

A302

Security Card Reader

A301

Flat Screen Monitor on Sound insulated Wall

4004-1

4003A

4-C3-5

4-C3-4

4004-2

Office

4001FOffice

4001E

Office

4001D

Office

4001C Office

4001B

Office

4001A

4001A 4001B4001C

4001D

4001E

4001F

3' -8

4'-6"

Copy

4001G

Table

30" High Counter

Closet

4003B 4003B

A405D

HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A104

COMPREHENSIVE

FOURTH FLOOR

PLAN

16660

.0 .2

3/32" = 1'-0"1 4th. floor

FURNITURE SHOWN IS FOR

REFERENCE PURPOSES

DN UP

DNUP

EF.

REF. REF.

REF. REF. REF. REF.

REF. REF.

REF.

R E F.

REF.

A2012

A201

B D.5

E.8

G G.2

C.5 E.5 F.5 F.7

4.94.9

2.22.2

2.72.7

3.73.7

4.8 4.8

5.4

5.7

8.2

9.2

9.6

9.8

8.9

A202

A301

C.3

D.2

E.2

D.1 E.1 F.1

F.2

B.1

B.3

C.2

5.6

Storage

Mech. Rm.

5-C1-2

Kitchen

RA Unit

Corridor

5-C2

Mech. Cl.

5-C2-1

Unit

ADA Unit

Unit

Trash Rm.

5-C2-4

Stair

S2-5

Jan. Cl.

5-C1-4

Elevator Lobby

Corridor

5-C1

RA Unit

5116 Unit

Unit

ADA Unit

Unit

Corridor 5-C3

Mech. Cl.

5-C3-1

Elec. Cl.

5-C3-2

Unit

Trash Rm.

5-C3-4

Stair

S3-5

A115

Stair

S1-5

Storage Rm

5-C1-1

Storage Rm

5-C1-3

Elec. Cl.

5-C2-2

AHU

5-C2-3

AHU

5-C3-3

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

A113

A112

8" 9'

8" 3'

'-7

'-0

'-3

16' - 5 1/2" 3' - 5"4' - 1 1/2" 11' - 2"

27' - 5" 6' - 0" 16' - 10"

13' - 3"

27' - 2" 6' - 0"

8" 11' - 1"

30' - 0"

8"1"

30' - 0"

8' - 8" 6' - 3" 5' - 6" 15' - 1 1/2" 22' - 7 1/2" 1' - 8" 15' - 1 1/2" 1" 8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 8" 11' - 1" 8"

249' - 7" 11' - 9"

253' - 10"

8.3

4.7 4.7

91' - 4"

90' - 0"

11' - 9"

108' - 2 1/2" 90' - 0" 11' - 9"

96.00°

253' - 10"

84.00°

8' - 8" 2' - 2"

5.2

Storage

5-C2-5

Standpipe within 2 HR enclosure

209' - 11 1/2"

5.7'

C.1

B.2

5.3

Metal Roof Bracket

Precast pilasters. Cap @ 30" AFF with 7/12" sloped surface (Typ. at all pilasters)

1' - 2 1/2"

Projector Hanging from Ceiling (NIC)

Roll Down Projector Screen

(NIC)

8" steel tube metal roof bracket

Precast pilasters. Cap @

30" AFF

with 7/12" sloped surface (Typ. at all pilasters)

Line of canopy above exit door

Line of Roof Canopy overhang over 5th floor

Unisex RR

Ref.

Operable Wall Partition

A401

A402

" 23

C.4

FEC

1" Rated Expansion jointcover plate at all 4 surfaces: walls, ceilingand floor. Fire Blanket @ walls (Typical @all similar conditions)

1" Rated Expansion joint cover plate at all 4 surfaces: walls, ceiling and floor. Fire Blanket @ walls (Typical @ all similar conditions)

Trash Chute

A303

A302

A301

S2-5

5-C2-2

5-C2-1

5-C1-4

5-C1-3

C2-5

5-C1-2

5002-B

S1-5

5002-A1

C3-5

5-C3-1

5-C3-2

S3-5

B.2

5003-A

5-C1-1

'-7

Line of 8'-0 Gyp.

Bd. soffit above

Line of 8'-0 Gyp.

Bd. soffit above

Downspout and internal roof drain

A302

Security Card Reader

A301

B.2 1 Hr. rated roll down shutter pass thru window Lounge

Multi-Purpose Rm.

5002-B

3'-0"

6' -5

4'-5"

5' -1

3'-0"

5002-A2

B.2

Line of 11'-0 Gyp.

Bd. soffit above

Storage

5-C3-5

C1-5

Multi-Purpose Rm A

5002-A

I/M

2 Ovens

& MW

Stove

A405D

HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e X

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A105

COMPREHENSIVE

FIFTH FLOOR PLAN

16660

.0 .2

3/32" = 1'-0"1 5th. Floor

FURNITURE SHOWN IS FOR

REFERENCE PURPOSES

R E F.

EF.

REF. REF.

REF. REF. REF. REF.

REF. REF.

REF.

A2012

A201

B D.5

E.8

G G.2

C.5 E.5 F.5 F.7

4.94.9

2.22.2

2.72.7

3.73.7

4.8 4.8

5.4

5.7

8.2

9.2

9.6

9.8

8.9

A202

A301

Elevator Lobby

Storage Rm

6-C1-1

Mech. Rm

6-C1-2

Stair

S1-6

S tu d y L o u n g e

A115

C.3

D.2

E.2

D.1 E.1 F.1

F.2

B.1

B.3

C.2

C o rr id o r

-C

Corridor

6-C2

Stair

S2-6

Trash Rm.

6-C2-4 Unit

Unit

Hearing Impaired Unit

Unit

ADA Unit

Unit

RA ADA Unit

RA Unit 6116 Unit

Unit

6122 Unit

Unit

ADA Unit

Unit

Corridor 6-C3

Mech. Cl.

6-C3-1

Elec. Cl.

6-C3-2

Elec. Cl.

6-C2-2

Mech. Cl.

6-C2-1

Stair

S3-6

Trash Rm.

6-C3-4

Unit

5.6

8" 11' - 9"

30' - 0"

8"1" 30' - 0"

30' - 0"

8' - 8" 5' - 7" 8" 5' - 6" 15' - 1 1/2" 22' - 7 1/2" 1' - 8" 15' - 1 1/2" 1" 8" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 11' - 9" 8"

AHU

6-C2-3

AHU

6-C3-3

Jan. Cl.

6-C1-4

Storage Rm

6-C1-3

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

Standing Seam Metal Roof over 8" Hollow core slab + 3" topping (1 Hr. Rated). (Slope

+/- 4"/ FT.)

Boundary line of Sloped Roof above 5th floor

21' - 4 1/2" 8" 24' - 0 1/2" 8"

9' - 5 1/2" 16' - 0" 253' - 10 1/2"

8.3

4.7 4.7

90' - 8"

90' - 0"

11' - 9"

108' - 2 1/2" 90' - 0" 11' - 9"

96.00°

229' - 9"

253' - 10"

8' - 8" 2' - 2" 17' - 11"

84.00°

5.2

Storage 6-C3-5

Storage

6-C2-5

Standpipe within 2 HR enclosure

209' - 11 1/2"

5.7'

C.1

B.2

5.3

Line of Sloped Roof Canopy overhang over 5th floor

A112

2 Hour chase to enclose duct from Laundry Service Room on 4th floor.

Coordinate sleeve thru shearwall with Mech.

dwg's.

A401

A113

A402

A401

A402

" 23

36' - 7"

C.4

Line of Metal Roof overhang above

Typ.

3' - 0"

Typ.

3' - 0"

Line of Metal Roof overhang above

T yp

1" Rated Expansion joint cover plate at all 4 surfaces: walls, ceiling and floor. Fire Blanket @ walls (Typical @ all similar conditions)

FEC

1" Rated Expansion jointcover plate at all 4 surfaces: walls, ceilingand floor. Fire Blanket @ walls (Typical @all similar conditions)

Trash Chute

A303

A302

A301

C1-6

S1-6

C3-6

6-C1-1

6-C1-2

C2-6

6-C1-3

6-C1-4

6-C2-1L 6-C2-2 S2-6

6-C2-5

6-C2-4

S3-6

6-C3-5 6-C3-4

6-C3-2

6-C3-1

Downspout

A302

Security Card Reader

A301

Provide USB charging stations, mood lighting and "comfy" chairs, chair and bead board below

HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A106

COMPREHENSIVE

SIXTH FLOOR PLAN

16660

.0 .2

3/32" = 1'-0"1 6th. Floor

FURNITURE SHOWN IS FOR

REFERENCE PURPOSES

1st. Floor 0' - 0"

2nd. Floor 11' - 0"

3rd. Floor 22' - 0"

4th. floor 33' - 0"

5th. Floor 44' - 0"

6th. Floor 55' - 0"

Roof Level 66' - 0"

T.o. Parapet Stair #1 & Elevator Shaft Cap

77' - 6"

5 12344.9 2.22.73.74.8

5.45.7

A301

5.6

T.o. H.Parapet 69' - 6"

4.7

5.2

A204

5.7'

5.3

A301

48" x 48" Mechanical Louvers

A303

D2 B Overhead coiling door

Trash chute vent

Standing seam metal roof above Stair Exit door

Overhead coiling door

BD2

Louvered Metal roof enclosures

Standing seam metal roof above Stair Exit door

Trash chute vent

Stairs Roof T.o. Slab 63' - 0"

High Parapet 72' - 10"

1st. Floor 0' - 0"

2nd. Floor 11' - 0"

3rd. Floor 22' - 0"

4th. floor 33' - 0"

5th. Floor 44' - 0"

6th. Floor 55' - 0"

Roof Level 66' - 0"

T.o. Parapet Stair #1 & Elevator Shaft Cap

77' - 6"

ABD.5 C.5E.5F.5F.7 C.3D.1E.1F.1 B.1B.3

T.o. H.Parapet 69' - 6"

A203

C.1 B.2C.4

Metal Roof Canopy above ADA Entrance

A302

C A

Standing seam metal roof above Stair exit doors

F Standing seam metal roof above double height Vestibule/ Main Lobby on Ground flr.

Standing seam metal roof above 5th floor Multipurpose rooms

Roof access door

6'-4 1/2"9'-6"9'-6"10'-10"9'-6"9'-6"5'-7"5'-7"9'-6"9'-6"5'-5"7'-0"8'-0"8'-0"7'-0"5'-7"9'-6"9'-6"5'-5"7'-0"8'-0"8'-0"7'-0"5'-7"9'-6"9'-6"5'-5"7'-0"8'-0"8'-0"7'-0"

1" Exp. Joint

Stairs Roof T.o. Slab 63' - 0"

Slope +/- 4" / ft

A302

A301

High Parapet 72' - 10"

1st. Floor 0' - 0"

2nd. Floor 11' - 0"

3rd. Floor 22' - 0"

4th. floor 33' - 0"

5th. Floor 44' - 0"

6th. Floor 55' - 0"

Roof Level 66' - 0"

T.o. Parapet Stair #1 & Elevator Shaft Cap

77' - 6"

C D E E.8 G G.2D.2 E.2 F.2C.2

T.o. H.Parapet 69' - 6"

A203

Canopy Centered with RD Apartment door and windows above

Standing Seam Metal Roof above Stair Exit.

6'-4" 9'-6" 9'-6" 4'-8" 6'-2" 9'-6" 9'-6" 5'-7" 6'-9" 8'-0" 8'-0" 7'-3" 5'-5" 9'-6" 9'-6" 5'-7" 7'-0" 8'-0" 8'-0" 7'-0" 5'-7" 9'-6" 9'-6" 5'-5" 7'-0" 8'-0" 8'-0" 7'-0" 5'-2" 9'-6" 9'-6" 5'-10"

Trash chute exhaust vent

1" Exp. Joint

Stairs Roof T.o. Slab 63' - 0"

High Parapet 72' - 10"

1st. Floor 0' - 0"

2nd. Floor 11' - 0"

3rd. Floor 22' - 0"

4th. floor 33' - 0"

5th. Floor 44' - 0"

6th. Floor 55' - 0"

Roof Level 66' - 0"

T.o. Parapet Stair #1 & Elevator Shaft Cap

77' - 6" 51 2 3 4 4.92.2 2.7 3.7 4.8

5.4 5.7

6 7

A301

5.6 T.o. H.Parapet

69' - 6"

4.7

5.2

A203

5.7'

5.3

D1 A E

H H D1

Standing seam metal roof above 5th floor Multipurpose Rooms

N O P Q O N

Standing seam metal roof above double height Main Lobby

2' -6

4' -3

-6

A303

A301

Stairs Roof T.o. Slab 63' - 0"

3' - 9 1/2"3' - 9 1/2"

High Parapet

72' - 10" HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e X

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A201

ELEVATIONS

16660

.0 .2

1/16" = 1'-0"2 Rear Courtyard Elevation

1/16" = 1'-0"3 Side East Elevation

1/16" = 1'-0"4 Side West Elevation

1/16" = 1'-0"1 Front - Main Entrance Elevation

Standing seam metal roof above ADA entrance

Standing seam metal roof above double height Vestibule/ Main Lobby area

Standing seam metal roof above 5th flr. Multipurpose Rooms

1st. Floor 0' - 0"

2nd. Floor 11' - 0"

3rd. Floor 22' - 0"

4th. floor 33' - 0"

5th. Floor 44' - 0"

6th. Floor 55' - 0"

Roof Level 66' - 0"

T.o. Parapet Stair #1 & Elevator Shaft Cap

77' - 6" D.5C.5 E.5 F.5 F.7C.3 D.1 E.1 F.1

T.o. H.Parapet 69' - 6"

C.4

3" Stone Foam Coating

Control Joint3" Stone Foam Coating

3" Stone Foam Coating

Control Joint

Gutter and Downspout

Overflow scupperEQ. EQ.

3" Stone Foam Coating

Metal Roof canopy above Stair exit door

3" Stone Foam Coating

Standing Seam Metal Roof

EQ. EQ.

1' - 6"

8" 8"

1" Expansion Joint

3'-11 1/2" 8'-0" 5'-7" 5'-7" 9'-6" 9'-6" 5'-5" 7'-0" 8'-0" 8'-0" 7'-0" 5'-7" 9'-6" 9'-6" 5'-5" 7'-0" 8'-0" 8'-0" 7'-0" 5'-7" 9'-6" 9'-6" 5'-5" 5'-5" 9'-6" 9'-6" 5'-7"

Gutter and Downspout

Trash chute vent

Stairs Roof T.o. Slab 63' - 0"

Slope +/- 4" / ft

Gutter

Downspout

1st. Floor 0' - 0"

2nd. Floor 11' - 0"

3rd. Floor 22' - 0"

4th. floor 33' - 0"

5th. Floor 44' - 0"

6th. Floor 55' - 0"

Roof Level 66' - 0"

T.o. Parapet Stair #1 & Elevator Shaft Cap

77' - 6"

DEE.8GG.2 D.2E.2F.2 C.2

T.o. H.Parapet 69' - 6"

8'-0" High Precast Screen Wall

Typ.

1' - 6"

EQ.EQ.

Overflow Scupper

1" Expansion JointEQ.EQ.

Standing Seam Metal roof

Standing Seam Metal Canopy above Stair Exit door

Control Joint

Typ.

1'-6"

Typical

Gutter and Downspout

Overflow Scupper Typical

3" Stone Foam Band Coating

Typ.

1'-6"

Gutter and Downspout

8'-3"9'-6"9'-6"7'-0"8'-0"8'-0"7'-0"5'-5"9'-6"9'-6"5'-7"7'-0"8'-0"8'-0"7'-0"5'-5"9'-6"9'-6"5'-7"7'-0"8'-0"8'-0"7'-0"5'-5"9'-6"9'-6"5'-7"

Trash chute vent

EQ.EQ. EQ.EQ.

Gutter and Downspout

Stairs Roof T.o. Slab 63' - 0"

Slope +/- 4" / ft

Gutter

Downspout

High Parapet 72' - 10"

HKS, INC.

ATLANTA, GEORGIA 30303

ARCHITECT

191 PEACHTREE STREET, NE

REVISION

HKS PROJECT NUMBER

DATE

SHEET TITLE

SHEET NO.

P L

O T

D A

T E

ISSUE

T E

M P

L A

T E

V E

R S

KEY PLAN

2122 JOHNSON STREET

CIVIL ENGINEER

FORT MYERS, FLORIDA 33901

F L

O R

G U

L F

C O

A S

T U

E R

S T

U D

E N

T H

O U

G -S

O U

T H

L A

G E

P h a s e

S u it e B u il d in g

TKW CONSULTING ENGINEERS

FORT MEYERS, FLORIDA 33901

STRUCTURAL ENGINEER

5621 BANNER DRIVE

MATERN PROFESSIONAL ENGINEERING INC.

FORT MYERS, FLORIDA 33907

MEP FP ENGINEER

7680 CAMBRIDGE MANOR PLACE, SUITE 101

JOHNSON ENGINEERING

CONSTRUCTION SET

APRIL 01, 2013

A202

ELEVATIONS

16660

.0 .2

1/16" = 1'-0"1 Courtyard East Elevation

1/16" = 1'-0"2 Courtyard West Elevation

L2 L3 L4

L5 L6

L7 L8

L10

L11

L12

L13

L14

L17 L18 L19 L20 L21

PARCEL 1

4.75 AC

EAST-WEST 1/4

SECTION LINE

P.O.C.

WEST 1/4 CORNER SEC

24, TWP 46S, RGE 25 E P.O.B.

PARCEL 1

N 89°27'47" E 865.28'

LINE TABLE

NO.

L10

L11

BEARING

N39°02'35"E

N72°51'12"E

N45°20'56"E

S76°36'10"E

N36°18'51"E

N27°28'08"E

N42°23'39"E

S46°44'59"E

S45°37'30"E

S58°32'03"E

S27°48'07"E

LENGTH

62.68'

12.85'

6.90'

43.54'

43.51'

86.08'

78.47'

94.13'

146.87'

112.96'

43.36'

LINE TABLE

NO.

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

BEARING

S62°13'30"W

N31°47'37"W

N67°54'57"E

N48°13'38"E

N35°28'43"E

N45°23'01"E

N69°49'10"E

N24°26'22"E

N03°13'44"W

N39°02'35"E

LENGTH

853.32'

208.03'

240.14'

46.36'

76.70'

17.54'

6.05'

41.17'

8.34'

32.42'

MICHALEC, TANYA 4/17/2026 9:14 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 1.DWG

Scale Drawn by Checked by Date Project No. Sheet No.

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1TVM WDA 04/17/2026 1 OF 2

LEGEND

P.O.C. = POINT OF COMMENCING

P.O.B. = POINT OF BEGINNING

NOTES:

1. THIS SKETCH IS NOT A SURVEY.

GRAPHIC SCALE IN FEET

100 200

NORTHCONSTRUCTION BOUNDARY

EXHIBIT - PARCEL 1

1" = 150'

Wayne.Agnoli Stamp

MICHALEC, TANYA 4/17/2026 9:14 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 1.DWG

Scale Drawn by Checked by Date Project No. Sheet No.

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1TVM WDA 04/17/2026 2 OF 2

PARCEL 2

3.08 AC

EAST-WEST 1/4

SECTION LINE

N 00°32'13" W 953.53'

P.O.C.

WEST 1/4 CORNER

OF SEC 24, TWP 46S,

RGE 25E

P.O.B.

PARCEL 2

N 89°27'47" E 2,618.32'

L4 C2

L5 C3

L7C5C6

LINE TABLE

NO.

L5L1

BEARING

N45°31'07"EN27°28'48"W

S62°46'05"W

N17°25'01"W

LENGTH

73.82'77.59'

211.73'

333.93'

CURVE TABLE

NO.

RADIUS

5.00'

107.77'

330.00'

170.00'

1732.32'

70.37'

DELTA

90°00'08"

31°13'27"

35°23'15"

90°47'10"

0°57'08"

34°12'13"

CHORD BEARING

N27°36'47"E

N56°31'12"E

S71°53'05"E

S44°11'07"E

N79°33'02"W

S83°49'25"W

CHORD

7.07'

58.01'

200.59'

242.06'

28.79'

41.39'

LENGTH

7.85'

58.73'

203.82'

269.37'

28.79'

42.01'

LINE TABLE

NO.

BEARING

N72°36'51"E

S01°12'28"W

S55°29'16"W

S66°43'19"W

LENGTH

24.72'

108.84'

21.58'

80.26'

MICHALEC, TANYA 4/17/2026 8:54 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 2.DWG

Scale Drawn by Checked by Date Project No. Sheet No.

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1TVM WDA 04/17/2026 1 OF 2

LEGEND

P.O.C. = POINT OF COMMENCING

P.O.B. = POINT OF BEGINNING

NOTES:

1. THIS SKETCH IS NOT A SURVEY.

GRAPHIC SCALE IN FEET

50 100

NORTHCONSTRUCTION BOUNDARY

EXHIBIT - PARCEL 2

1" = 100'

MICHALEC, TANYA 4/17/2026 8:54 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 2.DWG

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1TVM WDA 04/17/2026 2 OF 2

L2 L3

L5L6L7

L9 L10

L13 L14

L15 C1

L20 L21

L22

L23 L24 L25

L26

L27 L28

L29

L30 L31

L32 L33

L34 L35

L36

L37

L38 L39 L40

L41 L42

L43 L44

L45 L46

L47

L48

L49 L50

L51 L52L5

L54

L55 L56

L59

N 00°32'13" W 1,549.98'

PARCEL 3

10.82 AC

P.O.B.

PARCEL 3

P.O.C.

EAST 1/4 CORNER

OF SEC 24, TWP

46S, RGE 24E

S 89°27'48" W 2,070.95'

EAST-WEST 1/4

SECTION LINE

MICHALEC, TANYA 4/17/2026 9:09 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 3.DWG

Scale Drawn by Checked by Date Project No. Sheet No.

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1TVM WDA 04/17/2026

LEGEND

P.O.C. = POINT OF COMMENCING

P.O.B. = POINT OF BEGINNING

NOTES:

1. THIS SKETCH IS NOT A SURVEY.

GRAPHIC SCALE IN FEET

100 200

NORTH

1" = 200'

CONSTRUCTION BOUNDARY

EXHIBIT - PARCEL 3

LINE TABLE

NO.

L10

L11

L12

L13

L14

L15

BEARING

N56°40'22"W

N05°43'25"W

N16°50'08"E

N11°01'35"W

N68°09'44"W

S83°22'11"W

S63°52'07"W

S53°28'59"W

S81°55'08"W

S62°10'52"W

S45°05'56"W

S08°14'48"W

S10°02'29"W

S52°18'17"W

N41°16'15"W

LENGTH

43.04'

69.82'

18.57'

100.99'

63.12'

59.30'

40.71'

105.32'

204.85'

61.04'

45.32'

62.12'

48.77'

21.97'

1.87'

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

N02°49'01"W

N34°14'23"E

N26°50'48"E

N23°20'59"E

N71°32'38"E

N87°09'15"E

S87°41'12"E

S85°50'32"E

N71°34'44"E

N84°38'06"E

S77°14'33"E

N83°53'09"E

S61°10'04"E

S40°43'45"E

S59°35'45"E

41.25'

235.16'

290.14'

289.22'

11.42'

42.06'

43.38'

24.68'

16.52'

26.36'

20.21'

10.97'

18.98'

41.47'

32.25'

LINE TABLE

NO.

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

BEARING

S73°01'38"E

S81°36'26"E

N79°07'07"E

S85°32'34"E

S59°55'35"E

S50°06'52"E

S46°29'23"E

S11°53'29"E

S30°36'55"E

S01°37'08"E

S19°35'26"E

S74°32'12"E

S81°23'49"E

N76°48'22"E

S37°12'34"E

LENGTH

38.72'

41.99'

62.43'

18.32'

9.12'

37.83'

48.46'

33.43'

10.41'

43.98'

54.12'

53.37'

23.66'

14.58'

8.94'

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

S25°24'09"E

S09°43'52"E

S01°07'31"E

S07°00'34"W

S03°08'01"E

S16°40'06"W

N64°41'53"W

S43°54'53"W

S71°20'40"E

S01°58'50"E

S32°50'47"W

S28°44'43"W

S13°42'41"W

S32°40'24"W

10.44'

44.06'

48.42'

39.79'

15.15'

6.36'

20.38'

166.46'

89.50'

17.69'

58.77'

47.79'

71.98'

29.74'

CURVE TABLE

NO.

RADIUS

270.00'

DELTA

58°08'44"

CHORD BEARING

N70°20'37"W

CHORD

262.40'

LENGTH

274.00'

LINE TABLE

NO. BEARING LENGTH

LINE TABLE

NO. BEARING LENGTH

LINE TABLE

NO. BEARING LENGTH

MICHALEC, TANYA 4/17/2026 9:09 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 3.DWG

Scale Drawn by Checked by Date Project No. Sheet No.

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1TVM WDA 04/17/2026 2 OF 4

CONSTRUCTION BOUNDARY

EXHIBIT - PARCEL 3

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1 3 OF 4

MICHALEC, TANYA 4/17/2026 9:09 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 3.DWG

TVM WDA 04/17/2026

Fort Myers, Florida 33901 1514 Broadway, Suite 301 Tel. No. (239) 271-2650 www.kimley-horn.comCoA # LB696

2026.04.1 4 OF 4

MICHALEC, TANYA 4/17/2026 9:09 AM K:\FTM_SURVEY\143790008 FGCU - SOVI_SKETCH-DESCRIPTIONS\DWG\2026.04.14 - FGCU_SOVI - S-D-PARCEL 3.DWG

TVM WDA 04/17/2026

1-SoVi Bldg #6 Site Location Map.pdf

SoVi Site Map.pdf

SoVi Site Map 2.pdf

2-Sovi Bldg 6 - Bldg Site & Parking Lot Plans.pdf

DORM BUILDING #6 Exhibit 2026.04.23.pdf

Sheets and Views

DORM

Admin Parking Expansion Exhibit 2026.04.23

Sheets and Views

OVERALL

Temp Parking Concept Exhibit 2026.04.23-EX-01A

Sheets and Views

EX-01A

4-SoVi Bldg #6 Combined Survey Data.pdf

143790008 - FGCU - SD -PARCEL 1-wa-ess.pdf

Sheets and Views

2026.04.14 - FGCU_SOVI - S-D-PARCEL 1-1

2026.04.14 - FGCU_SOVI - S-D-PARCEL 1-2

143790008 - FGCU - SD -PARCEL 2-wa-ess

Sheets and Views

2026.04.14 - FGCU_SOVI - S-D-PARCEL 2-1

2026.04.14 - FGCU_SOVI - S-D-PARCEL 2-2

143790008 - FGCU - SD -PARCEL 3-wa-ess

Sheets and Views

2026.04.14 - FGCU_SOVI - S-D-PARCEL 3-1

2026.04.14 - FGCU_SOVI - S-D-PARCEL 3-2

2026.04.14 - FGCU_SOVI - S-D-PARCEL 3-3

2026.04.14 - FGCU_SOVI - S-D-PARCEL 3-4

File details come from the government source that posted it. Updated May 28, 2026.