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COMMERCIAL PLAN R E VI E W
<br />FOR CODE COMPLIANCE
<br />BUNKER LAKE INDUSTRIAL PARK\BUILDING #5\LEASEHOLDS\IN THE GAME PICKLEBALL AND GOLF\IN THE GAME PICKLEBALL AND GOLF-LH1
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<br />GENERAL INFORMATION
<br />A. PROJECT NAME:
<br />B. PROJECT LOCATION:
<br />In The Game Pickle Ball And Golf
<br />Bunker Lake Industrial Park Building #5
<br />Ramsey, Minnesota
<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 Edition
<br />D. CHAPTER 1311 — INT'L EXISTING BUILDING CODE 2020 Edition
<br />E. CHAPTER 1315 — NATIONAL ELECTRIC CODE 2023 Edition
<br />F. CHAPTER 1322/23 — INT'L ENERGY CONSERVATION CODE 2024 Edition
<br />G. CHAPTER 1341 — MN ACCESSIBILITY CODE 2020 Edition
<br />H. CHAPTER 1346 — INT'L MECHANICAL CODE 2020 Edition
<br />I. CHAPTER 4714 — MN PLUMBING CODE 2020 Edition
<br />Current Edition
<br />BUILDING CLASSIFICATION
<br />A. OCCUPANCY GROUPS/ TYPE OF CONST (IBC Chpt 3 & IBC Chpt 6)
<br />1, Indoor — Group A-3
<br />Recreation — Type of Construction — II—B
<br />— Area — 15,580 s.f.
<br />2. Mixed Occupancy (IBC 508)
<br />— Group A-3 Is A Non —Separated Use From Adjacent Occupancies
<br />3. Incidental Uses (IBC 509)
<br />— None
<br />B. FIRE —RESISTANCE —RATED CONSTRUCTION
<br />1, Fire Walls (IBC 706)
<br />— Not Required —
<br />2. Fire Barriers (IBC 707)
<br />— Not Required —
<br />3, Fire Partitions (IBC 708)
<br />— Not Required —
<br />C. INTERIOR FINISH REQUIREMENTS
<br />1, Minimum Wall And Ceiling Finish
<br />Building Component
<br />Requirement (IBC
<br />Finish Class
<br />Table 803.13)
<br />Vertical Exits/
<br />Exit Passageways
<br />Class B
<br />Exit Access Corridors/
<br />Other Exit ways
<br />Class B
<br />Rooms and Enclosed
<br />Spaces
<br />Class C
<br />AUTOMATIC SPRINKLER REQUIREMENTS
<br />A. AN EXISTING NFPA 13 AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
<br />THROUGHOUT THE BUILDING (IBC 903.3.1.1)
<br />MEANS OF EGRESS
<br />A.
<br />B.
<br />DESIGN OCCUPANT LOAD (IBC Chpt 1004)
<br />1, Total Occupants = 63 Occupants (See Plan)
<br />EXIT/ EXIT ACCESS
<br />1. Number Required (IBC Table 1006.2,1, 1006.3.2)
<br />2. Number of Accessible (1009)
<br />3. Arrangement (IBC 1007)
<br />— Not Less Than 1/3 Overall
<br />4, Travel Distance Maximums
<br />— Exit Access (IBC 1017)
<br />— Common Path of Egress (IBC 1006.2.1)
<br />— Dead Ends (IBC 1020.4)
<br />5. Sizing (The Greater of Two Conflicting Widths
<br />Design Egress Sizing (IBC 1005.3)
<br />Stairways (Occ Load x .3)
<br />Other Components (Occ Load
<br />Stairways (IBC 1011.2)
<br />Corridors (IBC 1020.2)
<br />Exit Passageways (IBC 1024.2)
<br />Exit Doors (IBC 1010,1,1)
<br />x .2)
<br />= 2
<br />Required IBC = 2
<br />Diagonal (Sprinklered Building)
<br />= 250'
<br />= 75'
<br />= 20'
<br />Shall Be Used)
<br />= N/A
<br />= 12.6"
<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 />Required At Exit/Exit Access Doors
<br />PLUMBING FIXTURES
<br />A. NUMBER FIXTURES REQUIRED (IBC 2902,1)
<br />1, Based On 63 Occupants — Assembly Occupancy
<br />— 31 Male Occupants
<br />— 32 Female Occupants
<br />Fixture
<br />Required
<br />Provided
<br />Men
<br />Women
<br />Men
<br />Women
<br />Unisex
<br />Water Closets
<br />0.25
<br />0.49
<br />2
<br />2
<br />—
<br />Urinals
<br />—
<br />—
<br />—
<br />—
<br />—
<br />Lavatories
<br />0.16
<br />0.16
<br />2
<br />2
<br />—
<br />Bathtubs/ Showers
<br />—
<br />—
<br />—
<br />—
<br />—
<br />Drinking Fountains
<br />0.13
<br />2
<br />Service Sink
<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 Than 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 />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. SAFETY GLAZING (IBC 2406)
<br />1, Safety Glazing Shall Be Installed In Hazardous Locations As
<br />Specified In IBC 2406.4
<br />D. 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 />❑1 8" STEEL STUDS
<br />BUILD TO DECK
<br />5/8" GYP BOARD
<br />8" STEEL STUDS
<br />BATT INSULATION
<br />FOR SOUND
<br />5/8" GYP BOARD
<br />❑2 3-5/8" STEEL STUDS
<br />BUILD TO 8'-0" A.F.F.
<br />5/8" GYP BOARD
<br />3-5/8" STEEL STUDS
<br />BATT INSULATION
<br />FOR SOUND
<br />5/8" GYP BOARD
<br />❑3 3-5/8" STEEL STUDS
<br />BUILD TO 12'-0" A.F.F.
<br />5/8" GYP BOARD
<br />3-5/8" STEEL STUDS
<br />BATT INSULATION
<br />FOR SOUND
<br />5/8" GYP BOARD
<br />® 3-5/8" STEEL STUDS
<br />BUILD TO 4'-0" A.F,F.
<br />WALL TYPES
<br />SCALE: 1" = 1'-0"
<br />4' 0"
<br />PAINTED
<br />HOLLOW METAL
<br />CLEAR GLASS
<br />(WINDOW TYPES
<br />N
<br />H1 SCALE: 1/4" = 1'-0H 1 SCALE: 1 /4" = 1'-0"
<br />2' SEE SCHD..2"
<br />O
<br />N
<br />5/8" GYP BOARD
<br />3 5/8" STEEL STUDS
<br />5/8" GYP BOARD
<br />T = TEMPERED GLASS
<br />2".SEE SCHD..2"
<br />0
<br />F1 PAINTED
<br />HOLLOW METAL
<br />2 ANODIZED
<br />ALUMINUM
<br />aDOOR FRAME
<br />SCALE: 1/4•• = 1•_0••4 DOOR FRAME TYPES
<br />SCALE: 1/4" = 1'-0"
<br />ff///ik,(
<br />D 1STTAINEDOLID O&E SEAOD ALLD ® STTAINNEDO&E SEAOD ALLD ®ALUODIZED
<br />MINUM
<br />DOOR TYPES
<br />SCALE: 1/4" = 1'-0"
<br />T = TEMPERED GLASS
<br />DOOR & FRAME SCHEDULE
<br />DR #
<br />DOOR SIZE
<br />THICK
<br />DOOR
<br />FRAME
<br />REMARKS
<br />100A
<br />(2)3'-0"x7'-0"
<br />1-3/4"
<br />D3
<br />F2
<br />PUSH/PULL ONLY
<br />100B
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D3
<br />F2
<br />PANIC HARDWARE
<br />100C
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D3
<br />F2
<br />—
<br />101
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />102
<br />3'-0"x4'-0"
<br />1-3/4"
<br />D1
<br />—-
<br />106
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />107
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />108
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />109
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />110
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D2
<br />F1
<br />—
<br />111
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D2
<br />F1
<br />—
<br />112A
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />112B
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />113
<br />3'-0"x7'-0"
<br />1-3/4"
<br />D1
<br />F1
<br />—
<br />NOTES:
<br />1. ALL DOOR HARDWARE TO BE SPECIFIED & PROVIDED BY CONTRACTOR
<br />2. ALL EXIT HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,
<br />OR TWISTING OF THE WRIST. MOUNT HARDWARE BETWEEN 34"-48"
<br />(ANSI A117.1-404.2.6)
<br />NOTE TO ALL DESIGN/BUILD CONTRACTORS
<br />AND THEIR SUB —CONTRACTORS:
<br />THE DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR
<br />REVIEWING ALL MECHANICAL, ELECTRICAL, PLUMBING,
<br />FIRE SPRINKLER, OR ANY OTHER DESIGN/BUILD SUB—
<br />CONTRACTOR'S DOCUMENTS AS PERTAINING TO THE
<br />WORK FOR THIS PROJECT. IT IS THE DESIGN/BUILD SUB—
<br />CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE DESIGN/BUILD
<br />CONTRACTOR OF ANY CONFLICTS WITH THE ARCHITECTURAL
<br />AND STRUCTURAL DOCUMENTS DUE TO SIZES, LOCATIONS,
<br />QUANTITIES, ROUGH —IN DIMENSIONS AND CODE INTERPRE—
<br />TATIONS. THE DESIGN/BUILD CONTRACTOR IS RESPONSIBLE
<br />FOR NOTIFYING THE ARCHITECT IMMEDIATELY OF ANY
<br />ARCHITECTURAL REVISIONS REQUIRED DUE TO THE COOR—
<br />DINATION OF EACH DESIGN/BUILD SUB —CONTRACTOR'S
<br />DOCUMENTS.
<br />ROOM FINISH SCHEDULE
<br />RM#
<br />DESCRIPTION
<br />FLOOR
<br />BASE
<br />N.WALL
<br />E.WALL
<br />S.WALL
<br />W.WALL
<br />CLG.
<br />HGHT
<br />REMARKS
<br />100A
<br />VESTIBULE
<br />CONC
<br />VINYL
<br />PRECAST
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />12'-0"
<br />VINYL BASE ON PT/GYP ONLY
<br />100B
<br />VESTIBULE
<br />CONC
<br />VINYL
<br />PRECAST
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />ACT
<br />10'-0"
<br />VINYL BASE ON PT/GYP ONLY
<br />101
<br />OFFICE
<br />CARPET
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />12'-0"
<br />—
<br />102
<br />PLAY FLOOR
<br />CONC
<br />VINYL
<br />PRECAST
<br />PT/GYP
<br />PT/GYP
<br />PRECAST
<br />OPEN
<br />VARIES
<br />SEE PLAN FOR COURT LOC.
<br />103
<br />GOLF SIM
<br />TURF
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />OPEN
<br />VARIES
<br />—
<br />104
<br />GOLF SIM
<br />TURF
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />OPEN
<br />VARIES
<br />—
<br />105
<br />GOLF SIM
<br />TURF
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />OPEN
<br />VARIES
<br />—
<br />106
<br />MEN
<br />C.T.
<br />C.T.
<br />CT/WST — SEE PLAN FOR LOC.
<br />PT/GYP
<br />8'-0"
<br />—
<br />107
<br />MEN
<br />C.T.
<br />C.T.
<br />CT/WST — SEE PLAN FOR LOC.
<br />PT/GYP
<br />8'-0"
<br />—
<br />108
<br />WOMEN
<br />C.T.
<br />C.T.
<br />CT/WST — SEE PLAN FOR LOC.
<br />PT/GYP
<br />8'-0"
<br />—
<br />109
<br />WOMEN
<br />C.T.
<br />C.T.
<br />CT/WST — SEE PLAN FOR LOC.
<br />PT/GYP
<br />8'-0"
<br />—
<br />110
<br />LOUNGE
<br />LVT
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />ACT
<br />10'-0"
<br />—
<br />111
<br />OFFICE
<br />CARPET
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />ACT
<br />10'-0"
<br />—
<br />112
<br />OFFICE
<br />CARPET
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />PT/GYP
<br />ACT
<br />10'-0"
<br />—
<br />113
<br />UTILITY
<br />CONC
<br />VINYL
<br />PT/GYP
<br />PT/GYP
<br />PRECAST
<br />PT/GYP
<br />OPEN
<br />VARIES
<br />VINYL BASE ON PT/GYP ONLY
<br />ABBREVIATIONS:
<br />CONC = SEALED CONCRETE
<br />C.T. = CERAMIC TILE
<br />CT/WST = CERAMIC TILE WAINSCOT TO 5'-0" A.F.F.
<br />PT/GYP = PAINTED GYPSUM BOARD
<br />ACT = ACOUSTICAL CEILING TILE
<br />LVT = LUXURY VINYL TILE
<br />0400'-0"0 0 0
<br />50'-0"
<br />50'-0"
<br />50'-0" 50'-0" 50'-0"
<br />50'-0" 50'-0" 50'-0"
<br />IN THE G
<br />PICKLEBA
<br />ME
<br />L AND GO
<br />1=f
<br />KEY PLAN
<br />SCALE: 1" = 60'-0"
<br />NORTH
<br />AOrNk
<br />0
<br />0
<br />50'-0"
<br />50'-0"
<br />ACRYLIC CUSHION COURT WITH DOUGLA
<br />PREMIER. POSTS, NET, AND STRAPS
<br />(5 THUS — BY TENANT) GRIND FLOOR
<br />REQUIRED TO PREP FOR FLOOR FINISH
<br />AS
<br />PROVIDE PANIC
<br />HARDWARE
<br />VEST.
<br />1▪ 5'-3'
<br />10' —
<br />11
<br />13'-5"
<br />OFFICE
<br />101
<br />1 OCC
<br />3
<br />101
<br />4
<br />Qisp
<br />PROVIDE PANIC
<br />HARDWARE
<br />100A
<br />in
<br />-,8 1/2" 8'—O"
<br />/
<br />COURT 3
<br />4 OCC
<br />x x
<br />0
<br />F.E.
<br />4 FT HIGH
<br />VINYL COATED
<br />CHAINLINK FENCE
<br />PROVIDE PANIC
<br />HARDWARE
<br />VEST.
<br />100B
<br />44'-0"
<br />0I
<br />NN
<br />COURT
<br />4 OCC
<br />2
<br />PLAY FLOOR
<br />COURT 4
<br />4 OCC
<br />xx
<br />102
<br />I D.F. E
<br />E
<br />GOLF SIM
<br />103
<br />4 OCC
<br />COUR4 OCC
<br />5'-
<br />GOLF SIM
<br />104
<br />4 OCC20'-0"
<br />EGOLSIM '
<br />4 OCC
<br />0107
<br />C-
<br />o
<br />105
<br />MEN
<br />106
<br />100B�
<br />4' 5"_ri H
<br />7'-11"
<br />10,
<br />,' 20'-0"
<br />4
<br />0
<br />1
<br />1-
<br />30'-6"
<br />—JI
<br />MEN
<br />107
<br />WOMEN
<br />< 1
<br />108
<br />WOMEN
<br />109
<br />REF
<br />U 0 \
<br />-I— U I
<br />'-0" 20'-0" 5'-",L,a 0 `° \
<br />/ J / Z O Li-N O
<br />4'— 7 1 /2' l O 7 N IIIOx JW1 ''''1 r
<br />0\ m
<br />1
<br />11
<br />28'-9
<br />COURT 5 x
<br />4 OCC
<br />F.E.
<br />UTILITY
<br />113
<br />2 OCC
<br />3
<br />co
<br />'-1f"
<br />TRACKMAN 4
<br />GOLF SIMULATOR
<br />(3 THUS — BY TENANT)
<br />VERIFY WALL AND POWERREQUIREMENTS WITH
<br />SIMULATOR SUPPLIER
<br />ALTERNATE:
<br />10'-6" BASE AND UPPER
<br />CABINETS WITH DROP —IN
<br />STAINLESS STEEL SINK
<br />TOP OF COUNTER AT
<br />34" MAX A.F.F.
<br />FUTURE
<br />EXPANSION
<br />15,580 U.S.F. X 1,0029435 = 15,626 R.S,F. PLAN
<br />NORTH
<br />FLOOR PLAN
<br />SCALE: 1/16" = 1'-0"
<br />PLAN NOTES
<br />1, e = EXIT SIGNAGE. PROVIDE EMERGENCY
<br />BACK—UP POWER
<br />2. = EMERGENCY LIGHTING. PROVIDE
<br />EMERGENCY BACK—UP POWER AND
<br />(1) FOOT CANDLE AT THE WALKING SURFACE.
<br />3. FE. = FIRE EXTINGUISHER. VERIFY SIZE
<br />AND SPACING WITH BUILDING OFFICIAL.
<br />LAMPERT
<br />ARCHITECTS
<br />420 Summit AvenueSt. Paul, MN 55102 iUI
<br />Phone:763.755.1211 Fax:763.757.2849
<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 />4/10/25
<br />DATE
<br />W
<br />Ramsey, Minnesota
<br />Copyright 2025
<br />Leonard Lampert Architects Inc.
<br />Project Designer: JAMES B
<br />Drown By: JRB
<br />Checked By: LL
<br />Revisions
<br />3/31 /25
<br />PRELIMINARY
<br />4/10/25
<br />ISSUE FOR PERMIT
<br />CODE REVIEW
<br />FLOOR PLAN
<br />KEY PLAN
<br />Sheet Number
<br />4. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS
<br />PRIOR TO CONSTRUCTION
<br />Project No. 250304-4
<br />
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