Mid - Town O r l ando ’s Newes t I ndu s t r i a l Pa r k

BUILDING SPECIFICATIONS

Total Square Feet 100 - 111,134200 - 119,514

Clear Height 24’- Building 100, 30’ 6”- Building 200

Building Type Rear loading, dock-high doors

Column Spacing Typical: 50’x40’ - 60’ Speed bay

Lighting High Efficiency T-5 - Interior, Exterior LED

Sprinkler ESFR Fire Protection

Construction Tilt Wall

PRINCETON OAKS HIGHLIGHTS

Beneficial Occupancy: November 2017

CO: December 2017

15,502 - 119,514 SF

PRINCETON OAKS SITE CLEARING AS OF JUNE 21, 2017

PATH OF PROGRESS$5.5 billion of new development in West Downtown by 2020

TRANSACTION ACTIVITY46k businesses within 10 miles

PROPERTY SPECIFIC FUNDAMENTALSOnly new industrial development in 25M SF north-west sub-market

INFILL LOCATIONLast mile delivery provides convenient population access and in established business region

ALTERNATE PRIMARY ROAD ACCESSBenefits from I-4 project congestion with JYP front-age and one mile from 408

STREAMLINED SERVICESOne team: leasing / development / management / project management

28953 SF

TENANT1

180' -

0"

650' - 0"

A B C D E F G H I J K L M N

1

2

3

4

5

50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0"

40' -

0"40

' - 0"

40' -

0"60

' - 0"

A100

23A100

32' -

0"20

' - 0"

RAMP

12' x 16' OVERHEADDOOR

RAMP

20' -

0"32

' - 0"

12' x 16' OVERHEADDOOR

(9) 9' x 10' OVERHEADDOOR (TYP.)

OVERHANG

162' - 10" 162' - 2" 162' - 2" 162' - 10"

(8) 9' x 10' OVERHEADDOOR (TYP.)

(9) 9' x 10' OVERHEADDOOR (TYP.)

(8) 9' x 10' OVERHEADDOOR (TYP.)

28896 SF

TENANT2

28896 SF

TENANT3

28953 SF

TENANT4

A B C D E F G H I J K L M N

FIRST FLOOR100' - 0"

TOP OF PARAPET138' - 7"

ALUM. STOREFRONTWINDOW SYSTEM

ALUM. STOREFRONTWINDOW SYSTEM

ALUM. STOREFRONTWINDOW SYSTEM

CONCRETE TILT WALLCONCRETE TILT WALL

OVERHANG,TYP

OVERHANG,TYP

OVERHANG,TYP

3A100

1 2 3 4 5

FIRST FLOOR100' - 0"

JT. BEARING - HIGH PT.136' - 0"

JT. BEARING - LOW PT.132' - 3"

TOP OF PARAPET138' - 7"

TOP OF PARAPET138' - 7"

A1004 MECHANICALLY ATTACHED .45 MIL.

TPO WITH R-9 INSULATION ON METALROOF DECK ON STRUCTURAL STEELJOISTS.

TO BO

TT. O

F STR

UCT.

30' - 6

" CL

EAR H

EIGHT

OVERHANG, TYP

TO BO

TT. O

F STR

UCT.

34' - 2

" CL

EAR H

EIGHT

RAMP BEYOND

OVERHANG

1

FIRST FLOOR100' - 0"

JT. BEARING - HIGH PT.136' - 0"

TOP OF PARAPET138' - 7"

TOP OF FOOTING98' - 8"

STRUCTURAL FOOTING;REFER TO STRUCTURALDRAWINGS

COMPACTED TERMITETREATED FILL

CONCRETE TILT WALL

EXTEND FLASHING SHEET UP ANDOVER WOOD BLOCKING, TURNDOWN AND FACE NAIL.

MECHANICALLY ATTACHED .45 MIL.TPO WITH R-9 INSULATION ON METALROOF DECK ON STRUCTURAL STEELJOISTS.

CURTAIN WALL SYSTEM

CONCRETE TILT WALLPILASTER BEYOND

STEEL JOISTS, SEE STRUCT.

ROOF DECK, SEE STRUCT.

6" THICK, SLAB ONGRADE

OVERHANG, TYP

36' -

0"2' -

7"

TO BO

TT. O

F STR

UCT.

34' - 2

" CL

EAR H

EIGHT

comm no.:

checked:

drawn

ARCHITECTURAL

CONFIDENTIAL COPYRIGHT 2014 SCHENKEL & SHULTZ INC.SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

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Issue Date:Submittal:

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SS Lic. No. -schenkelshultz.comfaxvoice

SCHENKELSHULTZA R C H I T E C T U R E

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CheckerAuthor 05-28-2015

FLOOR PLAN, EXTERIORELEVATION, BUILDINGSECTION

A100CONCEPTION 05-28-2015

Revision Schedule

No. Description Date

1/32" = 1'-0"

1 FLOOR PLAN

1/32" = 1'-0"

2 FRONT EXTERIOR ELEVATION

1/16" = 1'-0"

3 BUILDING SECTION 1/4" = 1'-0"

4 WALL SECTION

CNLPRINCETONOAKS

Governing Municipality Power / Water Sewer Connectivity

Phase 1A

30-Acre Preserve

Phase II

(Future Access to John Young Pkwy)

(Subject to Phase II)

(Subject to Phase II)(Future Access to Princeton St)

Phase 1B

Future AccessCar Access

Truck Access

Total SF:

Available:

Office SF:

Clear:

Column Spacing:

Building Dimensions:

Parking Ratio:

Fire Protection:

Lighting:

111,134

15,502 - 111,134 SF

B-T-S

24’ Minimum

50’ x 50’ (typical)

160’ x 690’

1.3 / 1,000

ESFR

High efficiency T-5

Concrete Slab:

Truck Ct. Depth:

Overhead doors:

Other:

6” Slab (4,000 PSI)

180’ shared, (60’ concrete apron)

41 rear-loading dock high (9’ x 10’)

Two ramp access 12’ x 14’

Preserve view from offices

Class A High-Bay Design

Building 100

Building 200Building 200

Total SF:

Available:

Office SF:

Clear:

Column Spacing:

Staging Bay

Building Dimensions:

Parking Ratio:

Fire Protective:

119,514

19,202 - 119,514 SF

B-T-S

30’6” minimum

50’ x 50’ (typical)

50’ x 60’ (typical)

660’ x 180’

1.3 / 1,000

ESFR

Lighting:

Concrete Slab:

Truck Ct. Depth:

Overhead doors:

Other:

Class A High-Bay DesignHigh efficiency T-5

6” slab (4,000 PSI)

180’ 60 concrete apron

39 rear-loading dock high (9’ x 10’)

Two ramp access 12’ x 14’

Frontage building (Judge Rd.)

Building 200

PROXIMITY

– Less than 2 miles from over $5.5 Billion in new development by 2020

– 25M SF submarket with established industrial business base

AVAILABIL ITY

– Phase I, 5 buildings, 510,000 SF Total

– Phase Ia, Building 100 and 200 first spec buildings

ALTERNATE ACCESS

– I-4 construction through 2023 adds importance to alternate roadway

– New buildings create “flight to quality” inventory in “seasoned” submarket

T IMING

– Preleasing now!

– Delivery December 2017

Princeton OaksMidtown Orlando’s Premier Industrial Park

FOR MORE INFORMATION:

JUSTIN RUBYLeasing

407.540.7727Justin.Ruby@foundrycommercial.com

PrincetonOaksIndustrial.com

A DEVELOPMENT BY:

JAMES BAKERLeasing

407.845.7191James.Baker@foundrycommercial.com