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ADDITION
<br />FOR WILDLIFE
<br />RESEARCH
<br />WILDLIFE RESEARCH\ADDITION\WILDLIFE RESEARCH ADDITION—T1
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<br />GENERAL INFORMATION
<br />A. PROJECT NAME: Addition For Wildlife Research
<br />B. PROJECT LOCATION: Lot 1 Sc 3, Block 1, Sunfish Lake Business
<br />Park Third Addition, Romsey, MN
<br />C. ZONING AND LAND USE: L1 Light Industrial
<br />D. LOT SIZE: 4.74 Acres 206,299 s.f.
<br />E. GREEN SPACE COVERAGE: 43,600 s.f./206,299 s.f. = 21.1% > 20%
<br />F. BUILDING COVERAGE: 88,150 s.f./206,299 s.f. = 42.7% < 50%
<br />CUP REQUIRED FOR TWO PRIMARY BUILDINGS ON ONE LOT
<br />APPLICABLE CODES:
<br />A. RAMSEY ZONING ORDINANCE
<br />B. MINNESOTA STATE BUILDING CODE (MSBC)
<br />- INCLUDING -
<br />C. CHAPTER 1305 - INT'L BUILDING CODE 2020
<br />D. CHAPTER 1311 - INT'L EXISTING BUILDING CODE 2020
<br />E. CHAPTER 1315 - NATIONAL ELECTRIC CODE 2023
<br />F. CHAPTER 1322/23 - INT'L ENERGY CONSERVATION CODE 2024
<br />G. CHAPTER 1341 - MN ACCESSIBILITY CODE 2020
<br />H. CHAPTER 1346 - INT'L MECHANICAL CODE 2020
<br />I. CHAPTER 4714 - MN PLUMBING CODE 2020
<br />Current Edition
<br />Edition
<br />Edition
<br />Edition
<br />Edition
<br />Edition
<br />Edition
<br />Edition
<br />BUILDING CLASSIFICATION
<br />A. OCCUPANCY GROUPS/ TYPE OF CONST (IBC Chpt 3 & IBC Chpt 6)
<br />1. Office - Group B
<br />Existing - Type of Construction - II-B
<br />Building - Area 4,125 s.f.
<br />- Proposed Height 31'-6", 1.5 Stories
<br />2. Warehouse Group S-1
<br />Existing - Type of Construction - II-B
<br />Building - Existing Area - 35,875 s.f.
<br />- Addition Area - 36,000 s.f.
<br />- Proposed Height - 31'-6", 1.5 Stories
<br />3. Warehouse - Group S-1
<br />Accessory - Type of Construction - II-B
<br />Building - Area 13,500 s.f.
<br />- Proposed Height 28'-8', 1 Story
<br />4. Mixed Occupancy (IBC 508)
<br />- Group B is a Non -Separated Use From Group S-1
<br />5. Incidental Uses (IBC 509)
<br />- None
<br />B. FIRE -RESISTANCE -RATED CONSTRUCTION
<br />1. Building Elements (IBC Tables 601 & 602)
<br />Element Rating
<br />Structural Frame 0 Hours
<br />Exterior Bearing Walls 0 Hours
<br />Interior Bearing Walls 0 Hours
<br />Exterior Non -Bearing Walls 0 Hours
<br />Interior Non -Bearing Walls 0 Hours
<br />Floor Construction 0 Hours
<br />Roof Construction 0 Hours
<br />C.
<br />2. Exterior Wall Openings (IBC Table 705.8)
<br />- Separation Distance 20-25 Feet at North wall
<br />Classification Area of Opening
<br />Unprotected
<br />Protected
<br />3. Fire Walls (IBC 706)
<br />- Not Required -
<br />4. Fire Barriers (IBC 707)
<br />Fire Borrier
<br />No Limit
<br />No Limit
<br />Mechanical Room 105
<br />Rating
<br />1 Hour
<br />Opening
<br />45 Minute
<br />ROOF AND INTERIOR FINISH REQUIREMENTS
<br />1. Minimum Wall And Ceiling Finish Requirement (IBC Table 803.13)
<br />Building Component Finish Class
<br />Vertical Exits/
<br />Exit Passageways
<br />Exit Access Corridors/
<br />Other Exit ways
<br />Rooms and Enclosed
<br />Spaces
<br />2. Minimum Roof Covering Classification (IBC Table 1505.1) = Class C
<br />- (Contractor To Provide Class A Roof Assembly)
<br />Class B - Group B
<br />Class C - Group S-1
<br />Class C
<br />Class C
<br />AUTOMATIC SPRINKLER REQUIREMENTS
<br />A. AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
<br />THROUGHOUT THE BUILDING (IBC 903.3.1.1)
<br />1. Required Location(s) (IBC 903.2)
<br />- Throughout The Building When the Fire Area Containing
<br />Group S-1 Exceeds 12,000 s.f., Or Exceeds 3 Stories, Or The
<br />Combined Fire Areas Of Group S-1 Exceeds 24,000 s.f.
<br />COMMERCIAL CODE CON
<br />ALLOWABLE HEIGHT, ALLOWABLE AREA
<br />Primory Building
<br />(Non -Separated Use - Group S-1 Is More Restrictive Than Group B)
<br />A. ALLOWABLE HEIGHT (IBC Table 504.3/504.4)
<br />1. Group S-1, Type II-B
<br />- Sprinklered 75'-0", 3 Stories
<br />2. Height Check
<br />- Actual # Stories < 1 Stories
<br />- Actuol Bldg Hght < 31'-6"
<br />B. ALLOWABLE AREA (IBC Table 506.2)
<br />(Non -Separated Use - Group S-1 Is More Restrictive Than Group B)
<br />1. Group S-1, Type II-B
<br />- Tabular Area = 70,000 s.f.
<br />- Frontage Increase (IBC 506.3)
<br />ox 0' > 20') \ x (30 > 20') = 7,392 s.f.
<br />(78C (1160') -.25 J 30'
<br />Per Floor = 77,392 s.f.
<br />2. Area Check
<br />- Whole Building Areo Check
<br />76,000/77,392 = 98.2% < 100%
<br />ALLOWABLE HEIGHT, ALLOWABLE AREA
<br />Accessory Building
<br />(Non -Separated Use - Group S-1 Is More Restrictive Thon Group B)
<br />A. ALLOWABLE HEIGHT (IBC Table 504.3/504.4)
<br />1. Group S-1, Type II-B
<br />- Sprinklered 75'-0", 3 Stories
<br />2. Height Check
<br />- Actuol # Stories < 1 Stories
<br />- Actuol Bldg Hght < 28'-8"
<br />B. ALLOWABLE AREA (IBC Table 506.2)
<br />(Non -Separated Use - Group S-1 Is More Restrictive Thon Group B)
<br />1. Group S-1, Type II-B
<br />- Tabular Areo
<br />- Frontage Increase (IBC 506.3)
<br />x( (330' > 20')
<br />(480')
<br />70,000 s.f.
<br />(30 > 20') = 7,656 s.f.
<br />30'
<br />Per Floor = 77,656 s.f.
<br />2. Area Check
<br />- Whole Building Areo Check
<br />13,500/77,656 = 17.4% < 100%
<br />MEANS OF EGRESS
<br />A. DESIGN OCCUPANT LOAD (IBC Chpt 1004)
<br />1. Office - 4,125 s.f. @ 1/150 s.f. = 28 Occupants
<br />2. Warehouse - 71,875 s.f. @ 1/500 s.f. = 144 Occupants
<br />3. Accessory Warehouse - 13,500 s.f. @ 1/500 s.f. = 27 Occupants
<br />B. EXIT/ EXIT ACCESS
<br />1. Number Required (IBC Table 1006.2.1, 1006.3.2) = 2
<br />2. Number of Accessible Required (IBC 1009) = 2
<br />3. Arrangement (IBC 1007)
<br />- Not Less Than 1/3 Overall Diagonal (Sprinklered Building)
<br />4. Travel Distance Maximums
<br />- Exit Access (IBC 1017) B = 300'
<br />- Exit Access (IBC 1017) S-1 = 400'
<br />- Common Path of Egress (IBC 1006.2.1) = 100'
<br />- Dead Ends (IBC 1020.4) = 50'
<br />5. Sizing (The Greater of Two Conflicting Widths Shall Be Used)
<br />- Design Egress Sizing (IBC 1005.3)
<br />Stairways (Occ Load x .3)
<br />Other Components (Occ Load x .2)
<br />- Stairways (IBC 1011.2)
<br />- Corridors (IBC 1020.2)
<br />- Exit Passageways (IBC 1024.2)
<br />- Exit Doors (IBC 1010.1.1)
<br />= N/A
<br />= 34.4" / 5.4"
<br />= 44"
<br />= 44"
<br />= 44"
<br />= 32" Min Clear
<br />48" Max Nom
<br />6. Doors
<br />- Swing (IBC 1010.1.2.1)
<br />Side Hinged Swinging Out At Occupant Load Of 50 Or More
<br />- Landings (IBC 1010.1.6)
<br />Width Not Less Than Width of Door Or Stairway
<br />Length in Direction of Travel Not Less Than 44"
<br />- Thresholds (IBC 1010.1.7)
<br />Max Height = 1/2" - 1:2 Beveled Edge If 1/4"-1/2"
<br />Door Arrangement (IBC 1010.1.8) 48" + Door Width Apart
<br />- Lock or Latch (IBC 1010.1.9)
<br />Operable From Egress Side Without Use of Knowledge or Keys.
<br />Manually Operated Flush Bolts Permitted on Inactive leaf.
<br />- Panic/ Fire Exit Hardware (IBC 1010.1.10)
<br />Not Required At Exit/Exit Access Doors
<br />Sun*
<br />143rd Ave.
<br />VICINITY MAP
<br />NOT TO SCALE
<br />Sunfish Loke Blvd.
<br />PLUMBING FIXTURES (PRIMARY BUILDING)
<br />A. NUMBER FIXTURES REQUIRED (IBC 2902.1)
<br />1. Group B
<br />- 28 Occupants
<br />- 14 Female Occupants, 14 Male Occupants
<br />Required
<br />Fixture
<br />Water Closets
<br />Urinals -
<br />Lavatories
<br />Bathtubs/ Showers
<br />Drinking Fountoins 28 At 1/100 = 0.28
<br />Service Sink 1
<br />Men
<br />Women
<br />2. Group S-1 (Warehouse)
<br />- 144 Occupants
<br />PLIANCE
<br />14 At 1 /2 5= 0.5614 At 1 /2 5= 0.56
<br />14 At 1/40 = 0.35 14 At 1/40 = 0.35
<br />- 72 Female Occupants, 72 Male Occupants
<br />Required
<br />Fixture
<br />Water Closets
<br />Urinals
<br />Lavatories
<br />Bathtubs/ Showers
<br />Drinking Fountoins
<br />Service Sink
<br />Men
<br />Women
<br />72 At 1/100=0.72 72 At 1/100=0.72
<br />72 At 1/100=0.72 72 At 1/100=0.72
<br />144 At 1/1000 = 0.14
<br />3. Total Number of Plumbing Fixtures Required
<br />Required Provided
<br />Men Women Men Women
<br />Fixture
<br />Water Closets 1.28 1.28 3 2
<br />Urinals - - 2 -
<br />Lavatories 1.07 1.07 1 1
<br />Bathtubs/ Showers - - - -
<br />Drinking Fountoins 0.42 2
<br />Service Sink 1 1
<br />Unisex
<br />1
<br />1
<br />B. LOCATION OF FIXTURES (IBC 2902.3.3)
<br />- Not More Than 1 Story Above Or Below Regular Working Area
<br />- Travel Distance Less Thon 500 ft
<br />C. SIGNAGE (IBC 2902.4)
<br />- A Legible Sign For Each Sex Shall Be Provided Near The
<br />Entrance To The Toilet Facility
<br />PLUMBING FIXTURES (ACCESSORY BUILDING)
<br />A. NUMBER FIXTURES REQUIRED (IBC 2902.1)
<br />1. Not normally occupied.
<br />Required Provided
<br />Men Women Men Women Unisex
<br />Fixture
<br />Water Closets - - - - 1
<br />Urinals - - - - -
<br />Lavatories - - - - 1
<br />Bathtubs/ Showers
<br />Drinking Fountoins
<br />Service Sink - 1
<br />B. LOCATION OF FIXTURES (IBC 2902.3.3)
<br />- Not More Than 1 Story Above Or Below Regular Working Area
<br />- Travel Distance Less Thon 500 ft
<br />C. SIGNAGE (IBC 2902.4)
<br />- A Legible Sign For Each Sex Shall Be Provided Near The
<br />Entrance To The Toilet Facility
<br />NORTH
<br />OTHER
<br />A. ACCESSIBILITY
<br />1. Building is Accessible
<br />B. GUARDS (IBC 1015)
<br />1. 42" High Minimum Guards Shall Be Installed Where A Change In
<br />Levels Drops 30" Or More.
<br />C. ROOF ACCESS (IMC 306.5)
<br />1. 60' Ships Ladder To 8 s.f. Roof Hatch (Min Dim 1'-8") Provided
<br />D. CONCEALED SPACES
<br />1. Floors (IBC 718.3)
<br />- Draftstops Not Required in Sprinklered Building
<br />2. Attics (IBC 718.4)
<br />- Draftstops Not Required in Sprinklered Building
<br />E. VENTILATION
<br />1. Attics (IBC 1202.2)
<br />- Not Required
<br />2. Under -Floors (IBC 1202.4)
<br />- Not Required
<br />F. ATTIC ACCESS (IBC 1208.2)
<br />1. Not Required
<br />G. SAFETY GLAZING (IBC 2406)
<br />1. Safety Glazing Shall Be Installed In Hazardous Locations As
<br />Specified In IBC 2406.4
<br />H. RECYCLING SPACE (MSBC 1303.1500)
<br />1. .0025 x 89,500 s.f. = 224 s.f. Required
<br />J. FIRE ALARM AND DETECTION SYSTEMS
<br />1. Fire Alarm And Detection System Not Required (IBC 907.2)
<br />2. If Required Provide Audible And Visible Alarm Notification Devices
<br />(IBC 907.5, NFPA 72)
<br />K. SMOKE AND HEAT VENTS (IBC 910)
<br />1. Required For Group F-1 or S-1 Occupancies With 50,000 s.f.
<br />of Undivided Area Unless an ESFR Sprinkler System Is Provided
<br />L. PARKING AND MANEUVERING (Ramsey Zoning Ordinance)
<br />1. Parking Stall Calculation (Practical Calculation)
<br />CURRENT EMPLOYEES
<br />FUTURE EMPLOYEES
<br />VISITORS
<br />Total Stalls Required
<br />Total Stalls Provided
<br />Accessible Requirement Per 50 Stalls
<br />(IBC Table 1106.1)
<br />20 Stalls
<br />5 Stalls
<br />5 Stalls
<br />30 Stalls
<br />46 Stalls
<br />ANSI/ASHRAE STANDARD 90.1-2019
<br />Note: Compliance Is For Building Envelope Only. The Design -Build
<br />HVAC and Electrical Designers Must Submit Documentation Proving
<br />Compliance With HVAC, Lighting, And Water Heating
<br />GENERAL
<br />A. Space Conditioning Category (5.1.2)
<br />1. Nonresidential Conditioned Space
<br />B. Climate (5.1.4)
<br />1. Zone 6 - Southern Minnesota
<br />COM
<br />A. PrescriptivePLIANCE Building Envelope Option (5.2)
<br />MANDATORY PROVISIONS
<br />A. Components Of The Building Envelope Shall Comply With Section 5.4
<br />1. Insulation (5.4.1) Shall Comply With Section 5.8.1
<br />2. Fenestration/ Door Performance (5.4.2) Shall Comply With Section 5.8.2
<br />3. Air Leakage (5.4.3)
<br />The Building Envelope Shall Contain An Air Barrier And Be
<br />Sealed At The Following Areas:
<br />- Joints Around Fenestration And Door Frames
<br />- Junctions Between Walls and Floors, Walls At Building
<br />Corners, Walls and Roofs or Ceilings
<br />- Penetrations Of Utility Services At Walls, Floors, and Roofs
<br />- Building Assemblies Used As Ducts Or Plenums
<br />- Joints, Seams, Conn. Between Planes Or Changes In Air
<br />Barrier Materials
<br />Fenestration and Doors - According To 5.4.2
<br />Loading Dock Weatherseals - Required According To 5.4.3.2
<br />Vestibules - Required at Building Entrances According To 5.4.3.3
<br />PRESCRIPTIVE REQUIREMENTS
<br />Table 5.5-6
<br />Building Component
<br />Maximum
<br />Assembly
<br />Minimum
<br />Insulation
<br />ROOF: Entirely Above Deck U-0.032 R-30 (ci)
<br />WALLS: Mass U-0.080 R-13.3 (ci)
<br />S. 0. G. FLOORS: Unheated F-0.510 R-10.0 (3ft)
<br />OPAQUE DOORS: Swinging U-0.370
<br />OPAQUE DOORS: Non -Swinging U-0.310
<br />FENESTRATION: 0-40% Glazing U-0.340 (0.38 SHGC)
<br />SUBMITTALS
<br />A. Contractor To Provide Product Submittals If Requested By
<br />The Building Official
<br />2 Stalls PRODUCT INFORMATION AND INSTALL. REQ.
<br />A. Building Components Must Identify R-Values Or U-Values Clearly
<br />Labeled On The Product In Accordance With Section 5.8
<br />Proposed
<br />R-30 (ci)
<br />R-23 (ci)
<br />R-23
<br />U-0.20
<br />U-0.147
<br />U-0.340
<br />2. Stoll Size 3. Aisle Size 4. Striping
<br />- 9'-0" x 18'-0" - 24'-0"
<br />5. Pavement Design
<br />- All Drive Aisles And Truck Moneuvering Areas
<br />2" Bituminous Weor Course
<br />2" Bituminous Binder Course
<br />8" Compacted Class 5 Base
<br />- All Parking Areas
<br />1 1/2" Bituminous Wear Course
<br />1 1/2" Bituminous Binder Course
<br />6" Compacted Class 5 Base
<br />- Verify With Existing Soil Conditions And Adjust Accordingly
<br />M. FIRE PROTECTION FOR HIGH -PILED COMB. STORAGE (IFC Chpt 32)
<br />1. Moteriol Storage Height +22'-0" Per Client
<br />2. Commodity Class I through IV
<br />3. Total High -Piled Area - 71,875 s.f. (Primary Building)
<br />13,500 s.f. (Accessory Building)
<br />4. General Fire Protection and Life Safety Requirements
<br />Building Component
<br />Auto Fire Ext. System
<br />REQUIRED
<br />Fire Detection System
<br />Building Access
<br />REQUIRED
<br />Smoke/ Heot Removal
<br />REQUIRED
<br />Requirement
<br />According To
<br />IFC 3206.4
<br />NOT REQUIRED
<br />- 4" White Stripes
<br />Roads Within 1507 Doors Every 125'
<br />IFC 3206.6, 3206.7
<br />According To IFC 3206.8 Or
<br />Provide ESFR Fire Sprinkler System
<br />Solid Piled Storage, Shelf Storage and Palletized Storage
<br />Maximum Pile Dimension 120 Lineal Horizontal feet
<br />Maximum Storage Height 40 Lineal Vertical feet
<br />Maximum Pile Volume 400,000 cubic feet
<br />SHEET SCHEDULE
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<br />Description
<br />Title Sheet
<br />Site Plon
<br />Landscape Plon
<br />Floor Plon
<br />Roof Pion
<br />Building Elevations
<br />Restroom Details & Schedules
<br />Wall Sections
<br />Wall Sections
<br />Footing & Foundation Plan
<br />Roof Framing Plon
<br />Structurol Detoils
<br />DEVELOPMENT TEAK
<br />CONTRACTOR
<br />RJRYAN
<br />CONSTRUCTION
<br />1100 Mendota Heights Rd
<br />Mendota Heights, MN 55120
<br />Phone: 651 -681 -0200
<br />Contact: John Grotkin
<br />ARCHITECT
<br />LAMPERT
<br />ARCHITECTS
<br />550 Vandalia St. Suite 120
<br />St. Paul, MN 55114
<br />Phone: 763-755-1 21 1
<br />Contact: James Berthiaume
<br />OWNER
<br />WILDLIFE
<br />RESEARCH
<br />C E N T E R, I N C.
<br />14485 Azurite St NW
<br />Ramsey, MN 55303
<br />Phone: 763-241 -1 801
<br />Contact: Sam Burgeson
<br />ENGINEER
<br />STROH
<br />ENGINEERING
<br />P.O. Box 1058
<br />Jerome, AZ 86331
<br />Phone: 808-463-2256
<br />Contact: Bernie Stroh
<br />ENGINEER
<br />HAKANSON
<br />ANDERSON
<br />3601 Thurston Ave
<br />Anoka, MN 55303
<br />Phone: 763-427-5860
<br />Contact: Craig Jochum
<br />LAMPERT
<br />ARCHITECTS
<br />550 Vandalia St, Ste 120 •.
<br />St. Paul, MN 55114
<br />Phone:763.755.1211
<br />lampert@lampert-arch.com
<br />ARCHITECT CERTIFICATION:
<br />I HEREBY CERTIFY THAT THIS PLAN,
<br />SPECIFICATION OR REPORT WAS
<br />PREPARED BY ME OR UNDER MY DIRECT
<br />SUPERVISION AND THAT I AM A DULY
<br />LICENSED ARCHITECT UNDER THE
<br />LAWS OF THE STATE OF MINNESOTA.
<br />SIGNATURE
<br />LEONARD LAMPERT
<br />PRINT NAME
<br />13669
<br />LICENSE NO.
<br />07.02.26
<br />DATE
<br />RJ Ryan
<br />Construction, Inc.
<br />Commercial Design and Construction
<br />1100 Mendota Heights Road Ph: 651-681-0200
<br />Mendota Heights, MN 55120 Fax: 651-681-0235
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<br />St NW, Ramsey, Minnesota
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<br />CO
<br />Copyright 2026
<br />Leonard Lampert Architects Inc.
<br />Project Designer: JAMES B
<br />Drown By: JRB
<br />Checked By: LL
<br />Revisions
<br />7/2/26 ISSUE FOR PERMIT
<br />TITLE SHEET
<br />Sheet Number
<br />Project No. 251003-4
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