location map - minnetonka rd mini storage/plan.pdf · location map ± this map is for ... the...

Location Map

±

This map is for illustrative purposes only.

Glen Lake

BAKER RD

INTERSTATE 494

COUNTY ROAD 62

CLEARWATER DR

ROWLAND RD

HIGHWAY 62

62ND ST W

WHITEWATER DR

CORD62 TO NB I494

SB I4

94 TO

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D62

GLEN MOOR CIR

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GLEN MOOR RD W

BURY

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HIGHWAY 62COUNTY ROAD 62

HIGHWAY 62

INTERSTATE 494Subject Property

Project: Baker Rd Mini StorageApplicant: Buhl InvestorsAddress: 6150 Baker RdProject No. 96045.16a

Project Description Buhl Investors LLC is proposing to redevelop an existing 17,010 SF industrial property located at 6150 Baker Road in Minnetonka. The redevelopment plan would include a three-story addition and expanding the use of mezzanine storage as well as incorporating an internal loading bay for mini-storage use. The existing zoning of the Subject property is Industrial (I-1) and the proposed plan adheres to zoning designations. Land uses in the surrounding area to the North are largely industrial in nature, with office and retail uses found in the broader surrounding market. While some medium and low density residential uses do exist to the South, the subject property and industrial neighbors have been in operation as industrial uses since the 1980’s. The proposed development makes use of the existing zoning designation while upgrading the image and density onsite. The property will be operated by Extra Space Storage (NYSE: EXR), the nation’s second largest storage owner and operator in the nation. Hours of operation are anticipated to be as follows:

- Mon-Fri: 9:30AM-6:00PM - Sat: 9:00AM-5:30PM - Sun: Closed

Buhl investors is the developer and owner of the proposed project and has completed a similar redevelopment at 5051 Hwy 7 in St. Louis Park, MN. The project contemplates increasing the gross building area from 17,010 SF to 89,425 SF, incorporating multi-level climate controlled storage in a newly built and connected building to the West of the existing structure. The loading bay is being oriented to the north, to limit street visibility. The property will maintain the same entrance off Baker Road as is currently utilized and will upgrade the storefront to provide a “retail store” entrance. The property will provide 19 parking stalls which is more than sufficient for this use. A parking factor for mini-storage is not specifically outlined in the zoning ordinance, but a typical parking demand for a facility of this type would be around 12 stalls.

Buhl Investors is a real estate investment management firm based in Minneapolis, MN. Management has over $500 million of collective real estate investment expertise and recent investments ranging from distressed debt, office, charter school, industrial, R&D/Lab, self-storage and retail. Peter Deanovic, founding principal of Buhl Investors, was previously one of four investment managers at CarVal Investors managing the North American Real Estate strategy.

SITE LOCATION

1000 Twelve Oaks Center DriveSuite 200, Wayzata, MN 55391T: 952‐426‐7400F: 952‐426‐7440

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NEW CONSTRUCTION

MohagenHansen.com

BUHL INVESTORS 4116 W. 44TH STREET EDINA, MN 55424

BAKER ROAD MINI‐STORAGE

09/20/2016

16247.0PDV

BUHL

INVE

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CITY SUBMITTAL6150 BAKER ROADMINNETONKA, MN 55345

SHEET INDEX

SHEET # SHEET DESCRIPTION CITY SU

BMITTA

L ‐ 09/20/2016

A000 SHEET COVER Yes

‐ SURVEY Yes

CIVIL

C‐1 SITE & UTILITY PLAN Yes

C‐2 GRADING & EROSION CONTROL PLAN Yes

LANDSCAPE

L100 PRELIMINARY LANDSCAPE PLAN Yes

L101 TREE PRESERVATION PLAN Yes

L102 LANDSCAPE DETAILS SHEET Yes

ARCHITECTURE

A200 LOWER LEVEL FLOOR PLAN Yes

A201 FIRST LEVEL FLOOR PLAN Yes

A202 SECOND LEVEL FLOOR PLAN Yes

AREA MAP PLUMBING REVIEW

PROJECT GENERAL NOTES CONTINUEDPROJECT GENERAL NOTES

APPLICABLE CODES

OCCUPANCY REQUIREMENTS

CODE REVIEW

I ACCEPT AND APPROVE THE INFORMATION PRESENTEDIN THIS DRAWING SET AS A REPRESENTATION OF OURDESIGN INTENT. SHOULD OWNER INITIATE CHANGESTHAT RESULT IN REVISIONS AND/OR MODIFICATIONSADDITIONAL DESIGN SERVICE FEES WILL BE CHANGED.

CLIENT APPROVAL

TITLE:

AS A REPRESENTATIVE OF:

CERTIFICATION

NOT FOR

CONSTRUCTION

ARCHITECTURAL1. GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, (AIA DOCUMENT A201,

CURRENT EDITION) IN ITS ENTIRETY, ARE PART OF THESE DOCUMENTS. ADDITIONAL NOTES WITHIN THESE DOCUMENTS ARE NOT MEANT TO OVERRIDE ANY PART OF A201. CONTACT ARCHITECT FOR A COPY OF A201, IF REQUIRED.

2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION.

3. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S COMPENSATION, GENERAL LIABILITY AND CONTRACTUAL LIABILITY. A COPY SHALL BE FILED WITH THE OWNER.

4. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS AND IN FULL ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES.

5. THE CONTRACTOR WILL MAINTAIN BUILDER'S RISK INSURANCE ON THE FORM KNOWN AS "ALL RISK" OR "MULTIPLE PERIL". THE CONTRACTOR, ALL SUBCONTRACTORS, ARCHITECTS AND ENGINEERS SHALL BE INCLUDED IN EACH CAPACITY AS INSURED JOINTLY WITH THE OWNER IN ALL POLICIES.

6. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO ANY DEMOLITION, FABRICATION, CONSTRUCTION OR INSTALLATION & NOTIFY ARCHITECT IF CONDITIONS, MATERIALS, SIZES AND DIMENSIONS ARE DIFFERENT FROM THOSE SHOWN.

7. CROSS REFERENCE ALL DIMENSIONS AND DETAILS WITH STRUCTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS BEFORE COMMENCING ANY FABRICATION AND/OR CONSTRUCTION.

8. CONTRACTORS SHALL INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT WHERE THE SPECIFICATIONS HEREIN, ARE MORE STRINGENT, AND SHALL BE COMPLIED WITH.

9. MATERIALS WHICH ARE SHOWN ON THE DRAWINGS AND WHICH MAY NOT BE SPECIFICALLY DESCRIBED IN THE SPECIFICATIONS OR DRAWINGS, SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE SUITABLE FOR THE INTENDED USE. MATERIALS SHALL BE IN HARMONY WITH ADJACENT MATERIALS, AND SHALL BE SUBJECT TO REVIEW FOR CONFORMANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. WHERE INSTALLATION TECHNIQUES ARE NOT SPECIFIED, THEY SHALL BE IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTRUCTION AND INDUSTRY STANDARDS.

10. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED, COORDINATED AND SIGNED AND STAMPED BY GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE ARCHITECT/ENGINEER.

11. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH THE ABOVE REFERENCED PROJECT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE ALL SURFACES FOR PROPER INSTALLATION OF FINISHES. THIS IS TO INCLUDE, BUT IS NOT LIMITED TO: PATCHING, SANDING, FLOOR LEVELING, PRIMING, SEALING, SKIM COATING, ETC.

13. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM WASTE MATERIAL OR RUBBISH CAUSED BY THE WORK.

14. THE CONTRACTOR SHALL MINIMIZE ANY DAMAGE TO EXISTING CONSTRUCTION AND AREAS ON THE SITE OUTSIDE OF THE CONSTRUCTION LIMITS. CONTRACTOR TO CONSTRUCT TEMPORARY WALLS AND BARRIERS AS REQUIRED TO CONTAIN DUST AND DEBRIS AND TO PROVIDE SAFE PUBLIC ACCESS AND PASSAGE.

15. THE GENERAL CONTRACTOR SHALL LOCATE ALL NEW MECHANICAL UNITS OR RELOCATE ANY EXISTING UNITS OR ITEMS THAT CONFLICT WITH NEW OR EXISTING FRAMING AND FULL HEIGHT WALLS. THIS INCLUDES ACCESS FOR ALL CONTROLS, FILTERS, ETC. THIS WORK MUST BE COORDINATED AND VERIFIED PRIOR TO BIDDING.

16. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH THE RESPECTIVE TRADES THE SIZES AND LOCATIONS OF MECHANICAL AND/OR ELECTRICAL PENETRATIONS, LOCATIONS OF FIRE TREATED BACKING/BLOCKING REQUIRED FOR MOUNTING ELECTRICAL AND/OR MECHANICAL EQUIPMENT, AS WELL AS CUTTING AND PATCHING FOR WORK REQUIRED BY MECHANICAL/ELECTRICAL.

17. WHEN WORK IS COMPLETED IN AN AREA, THOROUGHLY CLEAN THE SPACES, ITEMS & SURFACES OF SOIL, WASTE MATERIAL, SMUDGES, SPATTERS, MISAPPLIED MATERIAL, SPOTS, STAINS, AND THE LIKE, WITHOUT DAMAGING THE MATERIALS AND SURFACES INVOLVED.

18. PROVIDE SEMI RECESSED FIRE EXTINGUISHERS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES UNLESS NOTED OTHERWISE.

19. ALL DOORS, FRAMES, HARDWARE, LIGHTING AND CEILING MATERIALS ARE TO FOLLOW BUILDING STANDARDS UNLESS OTHERWISE NOTED.

20. PROVIDE FIRE TREATED BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF MILLWORK, FURNITURE AND ACCESSORIES.

21. THE GENERAL CONTRACTOR IS TO VERIFY BUILDING STANDARDS WITH BUILDING MANAGER. ALL HARDWARE SETS AND KEYING TO BE COORDINATED WITH BUILDING MANAGERS.

22. ALL INTERIOR GLASS MUST COMPLY WITH IBC/MSBC CURRENT EDITIONS FOR DESIGN LOADS & SAFETY GLAZING.

23. ALL MATERIALS USED IN PLENUM AREAS MUST BE NON‐COMBUSTIBLE AND / OR LISTED FOR PLENUM USE AS DEFINED BY THE STATE & LOCAL CODES. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO ADHERE TO THESE REQUIREMENTS.

24. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO FIRE CAULK ALL NEW AND EXISTING PENETRATIONS WITHIN WALL PARTITIONS, ABOVE THE CEILING, AS INDICATED BY THE APPLICABLE CODES.

25. PORTIONS OF LEVEL 2 ARE SLATED TO HAVE EXPOSED STRUCTURE AS A FINISHED CONDITION. WHERE SO INDICATED, ELIMINATE ALL TAGS, LABELS, SHOP MARKINGS, ETC, FROM BUILDING COMPONENTS EXPOSED TO VIEW. WHERE OTHER BUILDING ELEMENTS, SUCH AS MECHANICAL AND ELECTRICAL ITEMS, ARE ATTACHED TO SUCH STRUCTURE, ITEMS SHALL BE INSTALLED IN A NEAT AND ORDERLY FASHION WITH ALL COMPONENTS SET PARALLEL/PERPENDICULAR TO PRIMARY BUILDING LINES.

FINISHES1. THE CONTRACTOR SHALL PATCH AND REPAIR ANY AND ALL FLOORS, WALLS, CEILINGS, ETC. IN

A WORKMANSHIP‐LIKE MANNER TO MATCH THE SURROUNDING SURFACE AREAS. SURFACES OR MATERIALS DAMAGED BY DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED, RESTORED AND REFINISHED TO MATCH THE EXISTING, UNLESS NOTED OR SPECIFIED OTHERWISE. IN ADDITION THOSE EXISTING SURFACES OR MATERIALS (SERVING AS A SUBSTRATE FOR NEW MATERIALS OR FINISHES) WHICH HAVE BEEN DAMAGED FROM ANY CAUSE, SHALL BE REPAIRED, RESTORED, PROPERLY PREPARED AND CLEANED TO RECEIVE THE NEW MATERIALS AND FINISH WORK. ALL NEW MATERIALS & FINISH WORK TO BE FREE FROM FLAWS & DEFECTS.

2. PATCH AND REPAIR EXISTING FLOOR SLAB AS REQUIRED FOR A SMOOTH AND LEVEL SURFACE FREE OF DEFECTS. FILL ALL CRACKS AND HOLES AND LEVEL DEPRESSIONS WITH MATERIALS COMPATIBLE WITH THE FLOOR AND SLAB AS RECOMMENDED BY THE FLOORING MANUFACTURER.

3. THE PROJECT INCLUDES EXPOSED CONCRETE FLOORS AS A FINAL FINISHED FLOOR. USE CARE THROUGHOUT ALL CONSTRUCTION ACTIVITIES, AVOIDING DAMAGE TO SLABS INTENDED TO BE EXPOSED TO VIEW.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES OF ALL MATERIALS SUCH THAT MATERIALS ARE ON SITE WHEN REQUIRED FOR INSTALLATION.

5. ALL PREPARATION, STORING, INSTALLATION AND CLEANUP OF FINISHES TO CONFORM TO MANUFACTURER'S SPECIFICATIONS.

6. ALL GRILLES AND MISC. METALS SHALL BE PAINTED TO MATCH THE SURFACE ON WHICH THEY OCCUR UNLESS NOTED OTHERWISE.

MECHANICAL1. THE MECHANICAL CONTRACTOR IS TO DESIGN ALL MECHANICAL SYSTEMS AND OBTAIN

NECESSARY PERMITS. MECHANICAL DOCUMENTS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR AND SIGNED BY A PROFESSIONAL ENGINEER AS REQUIRED BY CODE. THE MECHANICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE DESIGN IS TO BE REVIEWED BY THE ARCHITECT, OWNER AND TENANT PRIOR TO IMPLEMENTATION.

2. THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL NECESSARY MECHANICAL EQUIPMENT AND CONTROLS TO COMPLETE THE JOB. THE MECHANICAL CONTRACTOR IS TO COORDINATE W/ THE ELECTRICAL CONTRACTOR ALL THE NECESSARY WIRING TO COMPLETE THE JOB. THE WIRING IS TO BE COMPLETED BY THE ELECTRICAL CONTRACTOR.

3. PROVIDE WHITE SEMI RECESSED SPRINKLER HEADS W/ WHITE TRIM RING @ ALL ACT. CEILING AND FULLY RECESSED SPRINKLER HEADS W/ WHITE ESCUTCHEON PLATES @ ALL GYP. CEILING AS REQUIRED BY APPLICABLE CODES AND ORDINANCES.

4. VERIFY LOCATION AND SIZES OF ALL OPENINGS WITH GENERAL CONTRACTOR PRIOR TO COMMENCING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT & PATCH OR ADD STRUCTURAL REINFORCING AS REQ'D FOR THE INSTALLATION OF MECHANICAL ROOFTOP EQUIPMENT.

5. PROVIDE APPROPRIATELY SIZE WATER HEATER(S) OR POINT OF USE HEATING UNITS AS REQUIRED.

6. SEE NOTE 25.

ELECTRICAL1. THE ELECTRICAL CONTRACTOR IS TO DESIGN ALL ELECTRICAL SYSTEMS AND OBTAIN

NECESSARY PERMITS. THE ELECTRICAL DESIGN IS TO BE COORDINATED WITH THE ATTACHED ARCHITECTURAL CONSTRUCTION DOCUMENTS. THE ELECTRICAL DESIGN IS TO BE REVIEWED BY THE ARCHITECT OF RECORD, OWNER AND TENANT PRIOR TO IMPLEMENTATION.

2. THE ELECTRICAL CONTRACTOR IS TO COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT AND TO PROVIDE DISCONNECT AND POWER WIRING FOR ALL MECHANICAL EQUIPMENT.

3. THE ELECTRICAL CONTRACTOR IS TO PROVIDE EXIT AND EMERGENCY LIGHTS AS REQUIRED BY APPLICABLE CODES AND ORDINANCES.

4. THE ELECTRICAL CONTRACTOR IS TO PROVIDE SMOKE DETECTION AND ALARM DEVICES AND WIRING OF THE SPACE AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THE INTERIOR BUILD‐OUT SPACE.

5. THE ELECTRICAL CONTRACTOR SHALL INSTALL JUNCTION BOXES W/ PULL STRING FOR ALL VOICE / DATA AND PHONE LOCATIONS. THE TENANT IS TO COORDINATE & PROVIDE ALL LOW VOLTAGE CABLING AND COVER PLATES AS REQUIRED.

6. SEE NOTE 25.

INTERNATIONAL BUILDING CODE (IBC) 2012 AMENDMENTS IN MSBC: CHAPTER 1300 2015AMENDMENTS IN MSBC: CHAPTER 1341 2015AMENDMENTS IN MSBC: CHAPTER 1307 2015

INTERNATIONAL FIRE CODE (IFC) 2012 INTERNATIONAL MECHANICAL AND FUEL GAS CODE 2012

AMENDMENTS IN MSBC: CHAPTER 1346 2015STATE BUILDING CODE (MSBC) 2015 MN PLUMBING CODE 2012 CHAP. 4715 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2012 W/ ASHRAE 90.1‐2010 CRITERIA

AMENDMENTS IN MSBC: CHAPTER 1323 2015NATIONAL ELECTRICAL CODE 2014 MN STATE FIRE CODE 2015

FIRE SPRINKLER PROTECTION: FULLY SPRINKLED TYPE OF CONSTRUCTION: II‐BBUILDING OCCUPANCY: BFIRE RESISTIVE CONSTRUCTION:

CONSTRUCTION REQUIREMENTS: EXTERIOR BEARING WALLS 0INTERIOR BEARING WALLS 0EXTERIOR NON‐BEARING WALLS 0STRUCTURAL FRAME 0PARTITIONS‐ PERMANENT 0SHAFT ENCLOSURES 0FLOOR‐ CEILINGS/FLOORS 0ROOFS‐ CEILING/ROOFS 0 EXTERIOR DOORS & WINDOWS N.A.

1. COMMON PATH OF TRAVEL IS LESS THAN 75' LONG2. GROSS SQUARE FOOTAGE: LEVEL 1: XXXXX

LEVEL 2: XXXXTOTAL: XXXX

NOTE: SQUARE FOOTAGES FOR BUILDING PERMIT ONLY, NOT FOR LEASING

1. MINIMUM ONE JANITOR'S SINK REQUIRED; 1 PROVIDED.2. LEVEL 1 STORAGE AREA IS PART OF PRIMARY TENANT ACTIVITY OF LEVEL 2.3. LEVEL 2 TENANT DRINKING FOUNTAINS NOT REQUIRED IN BUILDINGS OR TENANT SPACES

HAVING AN OCCUPANT LOAD LESS THAT 50.4. LEVEL 1 TENANT PLUMBING REQUIREMENTS WILL BE DETERMINED AS TENANT SPACES ARE

CONSTRUCTED, UNDER A SEPARATE PERMIT.5. MINIMUM ONE JANITOR'S SINK REQUIRED; 1 PROVIDED.6. LEVEL 1 STORAGE AREA IS PART OF PRIMARY TENANT ACTIVITY OF LEVEL 2.7. LEVEL 2 TENANT DRINKING FOUNTAINS NOT REQUIRED IN BUILDINGS OR TENANT SPACES

HAVING AN OCCUPANT LOAD LESS THAT 50.8. LEVEL 1 TENANT PLUMBING REQUIREMENTS WILL BE DETERMINED AS TENANT SPACES ARE

CONSTRUCTED, UNDER A SEPARATE PERMIT.

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GENERAL PROJECT NOTES1. OWNER FURNISHED EQUIPMENT SUPPLIERS ARE TO COORDINATE FINAL LOCATION OF EQUIPMENT AND INSTALLATION WITH THE OWNER.

2. SUBCONTRACTORS ARE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED TO WALLS, FINISHES, CEILINGS ETC. IN THE COURSE OF THEIR CONSTRUCTION. IF CONTRACTORS BEGIN WORK IN AN AREA WITH EXISTING DAMAGE THEY ARE TO IMMEDIATELY NOTIFY THE OWNER OR ASSUME RESPONSIBILITY OF SUCH DAMAGE.

3. ALL ASPECTS OF INTERIOR BUILD OUT HAVE BEEN DOCUMENTED AND ARE INTENDED FOR CONSTRUCTION.

A300

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EXISTING BUILDING FOUNDATION

296 SF

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47 SF

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97 SF

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147 SF

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148 SF

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148 SF

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148 SF

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5 X 5

90 SF

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148 SF

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49 SF

5 X 1049 SF

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UNEX

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48 SF

5 X 10ELEV.619

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:

1000 Twelve Oaks Center Dr.Suite 200Wayzata MN 55391

Tel 952-426-7400Fax 952-426-7440

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THE ARITECT SHALL BE DEEMED THEAUTHORS AND OWNERS OF THEIR RESPECTIVEINSTRUMENTS OF SERVICE AND SHALL RETAINALL COMMON LAW, STATUTORY AND OTHERRESERVED RIGHTS, INCLUDING COPYRIGHTS OF

THE ATTACHED DOCUMENTS.

COMPUTER DIRECTORY:

NOT FOR

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Author

09/20/2016

16247.0PDV

CITY SUBMITTAL

BAKER ROADMINI‐STORAGECITY SUBMITTAL

BAKER ROADMINI‐STORAGE6150 BAKER ROADMINNETONKA, MN 55345

3/32" = 1'‐0"A200

2 LOWER LEVEL

NO. DESCRIPTION DATE

LOWER LEVEL UNIT MIX SCHEDULE - PERCENTAGESUNIT SIZE/NAME COUNT UNIT TYPE PERCENTAGE TOTAL UNIT AREA UNIT AREA PERCENTAGE

5 X 5 4 3.10% 93 0.62%5 X 7.5 1 0.78% 37 0.25%5 X 10 32 24.81% 1548 10.29%10 X 10 48 37.21% 4681 31.12%10 X 15 22 17.05% 3251 21.61%10 X 20 10 7.75% 1971 13.10%10 X 30 11 8.53% 3303 21.96%12.5 X 12.5 1 0.78% 159 1.06%TOTAL 129 100.00% 15042 100.00%

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JAN.107 SPRINK

108

ELEC109

119' ‐ 1 3/4"

24' ‐ 0"

143' ‐ 1 3/4"

98 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

STAIR265

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

15' ‐ 8"

3' ‐ 4"

51' ‐ 0"

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

23 SF

5 X 5

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

45 SF

5 X 10

96 SF

10 X 10

99 SF

10 X 10

99 SF

10 X 10

99 SF

10 X 10

99 SF

10 X 10

56 SF

5 X 10

54 SF

5 X 10

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

202 SF

10 X 20

202 SF

10 X 20

202 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

96 SF

10 X 10

97 SF

10 X 10

98 SF

10 X 10

49 SF

5 X 10

79 SF

5 X 15

50 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

48 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

24 SF

5 X 5

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

47 SF

5 X 10

51 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

48 SF

5 X 10

73 SF

7.5 X 10

74 SF

7.5 X 10

STAIR380

209 SF

10 X 20

179 SF

10 X 17.5

198 SF

10 X 20

199 SF

10 X 20

148 SF

10 X 15

148 SF

10 X 15

207 SF

10 X 20

259 SF

10 X 25

247 SF

10 X 25

247 SF

10 X 25

247 SF

10 X 25

247 SF

10 X 25

247 SF

10 X 25

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

198 SF

10 X 20

158 SF

10 X 15

158 SF

10 X 15

158 SF

10 X 15

158 SF

10 X 15

78 SF

5 X 15

148 SF

10 X 15

148 SF

10 X 15

49 SF

5 X 10

24 SF

5 X 5

200 SF

10 X 20

150 SF

10 X 15 49 SF

5 X 10

25 SF

5 X 5

155 SF

10 X 15

155 SF

10 X 15

155 SF

10 X 15

155 SF

10 X 15

155 SF

10 X 15

155 SF

10 X 15

155 SF

10 X 15

111 SF

7.5 X 15155 SF

10 X 15

155 SF

10 X 15

208 SF

10 X 20

156 SF

10 X 15

24 SF

5 X 5

24 SF

5 X 5

28 SF

5 X 5

70' ‐ 0"

3' ‐ 0"

173 SF

10 X 17.549 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

24 SF

5 X 5

160' ‐ 4"

19' ‐ 4 7/8"

23' ‐ 8 7/8"

3' ‐ 0"

OFFICE101

ELEV615

118 SF

10 X 10

OPEN TO ABOVE

OPEN TO ABOVE

OPEN TO ABOVE

99 SF

10 X 10

98 SF

10 X 10

49 SF

5 X 10

248 SF

10 X 25

248 SF

10 X 25

246 SF

10 X 25

44 SF

5 X 10

37 SF

5 X 7.5

40 SF

5 X 7.5

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:


Tel 952-426-7400Fax 952-426-7440

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COMPUTER DIRECTORY:

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A201

FIRST LEVEL FLOOR PLAN

Checker

Author

09/20/2016

16247.0PDV

CITY SUBMITTAL



3/32" = 1'‐0"A201

1 1ST FLOOR


FIRST FLOOR UNIT MIX SCHEDULE - PERCENTAGESUNIT SIZE/NAME COUNT UNIT TYPE PERCENTAGE TOTAL UNIT AREA UNIT AREA PERCENTAGE

5 X 5 8 4.02% 198 0.85%5 X 7.5 2 1.01% 77 0.33%5 X 10 48 24.12% 2327 9.95%5 X 15 2 1.01% 157 0.67%7.5 X 10 2 1.01% 148 0.63%7.5 X 15 1 0.50% 111 0.47%10 X 10 42 21.11% 4163 17.79%10 X 15 58 29.15% 8647 36.95%10 X 17.5 2 1.01% 351 1.50%10 X 20 25 12.56% 4986 21.31%10 X 25 9 4.52% 2236 9.56%TOTAL 199 100.00% 23401 100.00%

DN

DN

DN

A300

4

A3001

A300

A300

2

3

1

2

3

4

5

6

7

7.2

2.8

3.6

4.4

5.2

A

A

B

B

C

C

D

D

E

E

D.4

0.8

0.9

1" / 1'-0"

1" / 1'-0"

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

96 SF

10 X 10

99 SF

10 X 10

99 SF

10 X 10

99 SF

10 X 10

99 SF

10 X 10

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

144 SF

10 X 15

148 SF

10 X 15

148 SF

10 X 15

56 SF

5 X 10

ELEV.513

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

47 SF

5 X 10

45 SF

5 X 10

98 SF

10 X 10 23 SF

5 X 5

47 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

50 SF

5 X 1096 SF

10 X 10

197 SF

10 X 20

197 SF

10 X 20

197 SF

10 X 20

200 SF

10 X 20

200 SF

10 X 20

200 SF

10 X 20

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

47 SF

5 X 10

48 SF

5 X 10

49 SF

5 X 10

50 SF

5 X 10

49 SF

5 X 10

49 SF

5 X 10

24 SF

5 X 5

99 SF

10 X 10

100 SF

10 X 10

101 SF

10 X 10

50 SF

5 x 10

79 SF

5 x 15

STAIR567

STAIR568

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

98 SF

10 X 10

97 SF

10 X 10

97 SF

10 X 10

97 SF

10 X 10

97 SF

10 X 10

97 SF

10 X 10

97 SF

10 X 10

97 SF

10 X 10

98 SF

10 X 10

110 SF

10 X 10

109 SF

10 X 10

97 SF

10 X 10

12' - 0" 10' - 8"

12' - 0" 10' - 8"

56 SF

5 X 10

55 SF

5 X 10

191 SF

10 X 20

214 SF

10 X 20

191 SF

10 X 20

191 SF

10 X 20

191 SF

10 X 20

191 SF

10 X 20

191 SF

10 X 20

191 SF

10 X 20

301 SF

15 X 20

72 SF

10 X 7.5

72 SF

10 X 7.5

72 SF

10 X 7.5

72 SF

10 X 7.5

74 SF

10 X 7.5

74 SF

10 X 7.5

74 SF

10 X 7.5

74 SF

10 X 7.5

OPENTO

BELOW

OPENTO

BELOW

OPENTO

BELOW

117 SF

10 X 10

56 SF

5 X 10

42 SF

5 X 7.5

42 SF

5 X 7.5

42 SF

5 X 7.5

86 SF

10 X 7.5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

24 SF

5 X 5

58 SF

5 X 10

29 SF

5 X 5

28 SF

5 X 5

27 SF

5 X 5

35 SF

5 X 7.5

36 SF

5 X 7.5

36 SF

5 X 7.5

37 SF

5 X 7.5

194 SF

10 X 20

367 SF

12.5 X 30

248 SF

12.5 X 20

217 SF

15 X 15

96 SF

10 X 10

100 SF

10 X 10

100 SF

10 X 10

52 SF

5 X 1095 SF

10 X 10

98 SF

10 X 10

49 SF

5 X 10

47 SF

5 X 10

98 SF

10 X 10

95 SF

10 X 10

228 SF

15 X 15

23' ‐ 0 3/4" 4' ‐ 11 5/8"

119' ‐ 1 3/4"

3' ‐ 0"

18' ‐ 0"

3' ‐ 0"

24' ‐ 0"

143' ‐ 1 3/4"

125' ‐ 1 3/4"

70' ‐ 0"

44' ‐ 11 1/8"

3' ‐ 0" 18' ‐ 0" 3' ‐ 0" 129' ‐ 9 7/8" 19' ‐ 10 5/8" 45' ‐ 2 3/8" 19' ‐ 7" 42' ‐ 4"

173' ‐ 8 1/2" 107' ‐ 1 3/8"

280' ‐ 9 7/8"

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:


Tel 952-426-7400Fax 952-426-7440

DR

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REC

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COMPUTER DIRECTORY:

NOT FOR

CONSTRUCTION

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A202

SECOND LEVEL FLOORPLAN

Checker

Author

09/20/2016

16247.0PDV

CITY SUBMITTAL



3/32" = 1'‐0"A202

1 2ND FLOOR


SECOND FLOOR UNIT MIX SCHEDULE - PERCENTAGESUNIT SIZE/NAME COUNT UNIT TYPE PERCENTAGE TOTAL UNIT AREA UNIT AREA PERCENTAGE

5 X 5 17 8.02% 423 1.95%5 X 7.5 7 3.30% 271 1.25%5 X 10 45 21.23% 2212 10.17%5 x 10 1 0.47% 50 0.23%5 x 15 1 0.47% 79 0.36%10 X 7.5 9 4.25% 673 3.09%10 X 10 57 26.89% 5652 26.00%10 X 15 55 25.94% 8089 37.20%10 X 20 15 7.08% 2935 13.50%12.5 X 20 1 0.47% 248 1.14%12.5 X 30 1 0.47% 367 1.69%15 X 15 2 0.94% 445 2.05%15 X 20 1 0.47% 301 1.38%TOTAL 212 100.00% 21744 100.00%

1ST FLOOR100' ‐ 0"

Roof124' ‐ 4"

2ND FLOOR112' ‐ 0"

1 2 3 4 5 6 7 7.22.8 3.6 4.4 5.20.8T.O. WALL130' ‐ 0"

85 SQ FT SIGN

COMPOSITE METAL PANEL ‐ ESS GREEN

ADDITION (BEYOND) NEW SCREEN WALL ELEMENT EXISTING BUILDING NEW DRIVE‐IN ENTRY EXISTING BUILDING

PAINTED METAL CANOPY

COMPOSITE METAL PANEL ‐ SILVER METALLIC

NEW ENTRY DOORINTO OFFICE

COMPOSITE METAL PANEL ‐ LIGHT GRAY

FALSE UNITS BEHINDEXISTING STOREFRONT

INSULATED METAL PANEL ‐ LIGHT GRAY

1ST FLOOR100' ‐ 0"

Roof124' ‐ 4"

2ND FLOOR112' ‐ 0"

A B C D ED.4

LOWER LEVEL88' ‐ 0"

T.O. WALL130' ‐ 0"

0.9

EXISTING BUILDING


EXPOSED CMU FOUNDATION WALL ‐ PAINTED DARK GRAY

1ST FLOOR100' ‐ 0"

Roof124' ‐ 4"

2ND FLOOR112' ‐ 0"

12345677.2 2.83.64.45.2 0.8


T.O. WALL130' ‐ 0"INSULATED METAL PANEL ‐ LIGHT GRAY

EXPOSED CMU FOUNDATION WALL ‐ PAINTED DARK GRAY

EXISTING BUILDING (BEYOND)

COMPOSITE METALPANEL ‐ WHITE

METAL CANOPY ‐DARK GRAY

FALSE UNITS BEHINDSTOREFRONT

1ST FLOOR100' ‐ 0"

1ST FLOOR100' ‐ 0"

Roof124' ‐ 4"

Roof124' ‐ 4"

2ND FLOOR112' ‐ 0"

2ND FLOOR112' ‐ 0"

ABCDE D.4



T.O. WALL130' ‐ 0"

T.O. WALL130' ‐ 0"

0.9


EXPOSED CMU FOUNDATION WALL ‐PAINTED DARK GRAY

NEW SCREEN WALL ELEMENTEXISTING BUILDING

FALSE UNITS BEHINDNEW STOREFRONTS

FALSE UNITS BEHIND STOREFRONT

COMPOSITE METAL PANEL ‐ WHITE

METAL CANOPY ‐DARK GRAY

FALSE EXTERIOR UNITS

METAL PANEL ‐ DARK GRAY

INSULATED METAL PANEL ‐ ESS GREEN

75 SQ FT SIGN

COMPOSITE METAL PANEL ‐ ESS GREEN

PAINTED METAL CANOPY

COMPOSITE METAL PANEL ‐ SILVER METALLIC

DATE:

DRAWN BY:

CHECKED BY:

PROJECT NUMBER:


Tel 952-426-7400Fax 952-426-7440

DR

AW

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IN

FOR

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TIO

NP

HA

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ISS

UE

REC

OR

DR

EGIS

TRA

TIO

NA

RC

HIT

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PR

OJE

CT

NA

ME



COMPUTER DIRECTORY:

NOT FOR

CONSTRUCTION

SH

EET

DES

CR

IPTI

ON


C:\R

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A300

EXTERIOR BUILDINGELEVATIONS

S. OLIVER

Author

09/20/2016

16247.0PDV

CITY SUBMITTAL


BAKER ROADMINI‐STORAGE6150 BAKER ROADMINNETONKA, MN 55345 3/32" = 1'‐0"A300

1 EAST ELEVATION

3/32" = 1'‐0"A300

2 NORTH ELEVATION

3/32" = 1'‐0"A300

3 WEST ELEVATION

3/32" = 1'‐0"A300

4 SOUTH ELEVATION


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