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PROJECT SUMMARY <br />SUBJECT CODE / REFERENCE <br />CODES AND REGULATION DATA <br />APPLICABLE CODES:2020 MINNESOTA BUILDING CODE <br />2020 MINNESOTA CONSERVATION CODE FOR <br />EXISTING BUILDINGS <br />2020 MINNESOTA MECHANICAL CODE <br />2020 MINNESOTA PLUMBING CODE <br />2020 MINNESOTA FUEL GAS CODE <br />MINNESOTA ELECTRICAL CODE 2023 <br />2020 MINNESOTA STATE FIRE CODE <br />2024 MINNESOTA ENERGY CODE <br />MINNESOTA ACCESSIBILITY CODE 2020 <br />THIS PROJECT IS A TENANT IMPROVEMENT IN AN EXISTING TYPE II 116,597 SQFT <br />BUILDING. <br />GENERAL CODE NOTES <br />1. <br />2. <br />3. <br />OCCUPANT LOAD OF ALL SPACES CALCULATED PER TABLE 1004.5 (IBC) <br />ALL SPACES NOT PROVIDED WITH OCCUPANT LOAD ARE CONSIDERED INCIDENTAL <br />USE AND/OR ARE NOT CONSIDERED NORMALLY OCCUPIED SPACES. <br />ALL EXIT AND EXIT ACCESS DOORS PROVIDE 34" OF CLEAR EXIT WIDTH IF SINGLE <br />LEAF AND 68" IF DOUBLE LEAF UNLESS OTHERWISE NOTED. AS SUCH, EGRESS <br />CAPACITIES ARE 170 AND 340 OCCUPANTS RESPECTIVELY PER IBC SECTION 1005. <br />TYPE OF WORK:TENANT IMPROVEMENT - ALTERATION LEVEL 3 <br />TYPE OF CONSTRUCTION:II-B (SPRINKLERED) <br />ZONING: I1 - LIGHT INDUSTRIAL <br />OCCUPANCY TYPE: <br />(IBC 2018 AMENDED) <br />(IEBC 2018 AMENDED) <br />(IMC 2018 AMENDED) <br />(UPC 2018 AMENDED) <br />(IFGC 2018 AMENDED) <br />(NFPA 70, 2023) <br />(IFC 2018 AMENDED) <br />(ASHRAE 90.1 2018 AMENDED) <br />ALLOWABLE BUILDING <br />AREA: <br />MAX HEIGHT: 75'-0" <br />3 STORIES <br />ACTUAL: 65'-0" <br />1 STORIES <br />W/ MEZZANINE <br />MAX SQ FT: UNLIMITED <br />(IBC 507.4)ACTUAL: 116,733 SF <br />FIRE RESISTANCE RATING <br />REQUIREMENTS: IBC TABLE 601 <br />BUILDING ELEMENT:TYPE IIB <br />PRIMARY STRUCTURAL FRAME 0 HOURS <br />BEARING WALLS <br />EXTERIOR <br />INTERIOR <br />0 HOURS <br />0 HOURS <br />NONBEARING WALLS AND PARTITIONS <br />INTERIOR 0 HOURS <br />FLOOR CONSTUCTION 0 HOURS <br />ROOF CONSTRUCTION 0 HOURS <br />IBC TABLE 602 <br />EXTERIOR NON- <br />BEARING WALLS <br />& PARITIONS <br />F-1 & S-1 <br />X < 5 2 <br />5 < X < 10 1 <br />10 < X < 30 0 <br /> X > 30 0 <br />EGRESS <br />REQUIREMENTS: <br />IBC 1005.3.2 SIZING:REQUIRED: 641 OCC X .2" = 128.2" <br />ACTUAL: 360" <br />IBC 1006.3.1 NUMBER OF EXITS:REQUIRED: 2 <br />ACTUAL: 10 <br />IBC 1006.2.1 COMMON PATH:MAX DISTANCE: 100'-0" <br />ACTUAL: XX'-X" <br />IBC 1017.2 TRAVEL DISTANCE:MAX DISTANCE: 250'-0" <br />ACTUAL: XX'-X" <br />IBC 1020.5 DEAD ENDS:MAX DISTANCE 50'-0" <br />IBC 1020.1 CORRIDOR FIRE RESISTANCE RATING: <br />F-1 & S 0 HOUR (WITH SPRINKLER <br />SYSTEM) <br />REQUIRED SEPARATION <br />OF OCCUPANCIES:IBC TABLE 508.4 <br />OCCUPANCY F-1 & S-1 <br />F-1 & S-1 <br />S NS <br />NO SEPARATION <br />REQUIREMENT <br />NO SEPARATION <br />REQUIREMENT <br />IBC 2018 508.2.4 <br />NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE <br />MAIN OCCUPANCY. <br />FIRE PROTECTION <br />SYSTEMS: <br />FIRE ALARM: <br />SPRINKLER SYSTEM: <br />YES <br />YES <br />PLUMBING REQUIREMENTS <br />WATER CLOSETS LAVATORIES DRINKING <br />FOUNTAINS <br />FACTORY (F-1) <br />439 (219.5 / SEX) <br />MALE FEMALE <br />TOTAL REQUIRED: <br />TOTAL PROVIDED: <br />CLASSIFICATION <br />1 PER 400 <br />439/400 = 1.09 <br />5.41 = 6 2.9 = 3 <br />11 2 <br />MALE FEMALE <br />1 PER 100 <br />214/100 = 2.14 <br />1 PER 100 <br />214/100 = 2.14 <br />1 PER 100 <br />214/100 = 2.14 <br />1 PER 100 <br />214/100 = 2.14 <br />5.41 = 6 <br />9 <br />2.73 = 3 2.73 = 3 <br />7 7 <br />OTHER <br />1 SERVICE <br />SINK <br />3 <br />1 <br />BUISNESS (B) <br />178 (89 / SEX) <br />1 PER 100 <br />178/100 = 1.78 <br />1 PER 25 <br />50/25 = 2 <br />1 PER 50 <br />39/50 = .78 <br />1 PER 25 <br />50/25 = 2 <br />1 PER 50 <br />39/50 = .78 <br />1 PER 40 <br />80/40 = 2 <br />1 PER 80 <br />9/80 = .1 <br />1 PER 40 <br />80/40 = 2 <br />1 PER 80 <br />9/80 = .1 <br />1 SERVICE <br />SINK <br />STORAGE (S-1) <br />24 (12 / SEX) <br />1 PER 1000 <br />24/1000 = .03 <br />1 PER 100 <br />49/100 = .49 <br />1 PER 100 <br />49/100 = .49 <br />1 PER 100 <br />49/100 = .49 <br />1 SERVICE <br />SINK <br />1 PER 100 <br />12/100 = 2.14 <br />OCCUPANT LOAD: <br />ENERGY <br />COMPLIANCE: <br />CLIMATE ZONE: 6A <br />MINIMUM R-VALUE: <br />ROOFS: <br />METAL BUILDING <br />INSULATION ENTIRELY ABOVE DECK <br />ATTIC OR OTHER <br />WALLS ABOVE GRADE: <br />MASS <br />METAL BUILDING <br />STEEL FRAMED <br />WALLS BELOW GRADE: <br />SLAB ON GRADE (UNHEATED) <br />MAXIMUM U-VALUE: <br />OPAQUE DOORS (SWINGING) <br />OPAQUE DOORS (NONSWIGNING) <br />R-25 + R-11LS <br />R-30 <br />R-49 <br />R-13.3 C.I. <br />R-0 + R-19 C.I. <br />R-13 + R-12.5 C.I. <br />R-10 C.I. <br />R-20 FOR 24" <br />U-0.370 <br />U-0.310 <br />FLOOD ZONE:ZONE X <br />116,597 SF <br />FIRST FLOOR <br />GROSS <br />4,851 SF <br />MEZZANINE 8,636 SF <br />EXISTING <br />EQUIPMENT <br />PLATFORM <br />Project No.: <br />Date: <br />Drawn by: <br />Checked by: <br />Revisions: <br />NOT FOR <br />CONSTRUCTION <br />PRINTED:FILE PATH:IMPORTANT NOTICE: This document is confidential. 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(720) 258-4780 <br />4/17/2024 2:03:40 PMAutodesk Docs://24-01818 Vireo Health - Cultivation/24-01818 Vireo Health_Arch_R24.rvtLS1.0 <br />CODE STUDY & <br />GROSS <br />BUILDING PLANSVIREO HEALTH10700 165TH AVE NW, ELK RIVER, MN 55330VIREO HEALTH - CULTIVATIONSG <br />04/17/2024 <br />24-01818SCHEMATIC DESIGNNo.Date Description <br />OCCUPANCY <br />CLASSIFICATION AREA % OF GROSS SF <br />F-1 112,342 SF 86% <br />S-1 9,787 SF 8% <br />B 7,802 SF 6%ACCESSORY <br />GROSS SF 129,931 SF <br />OCCUPANCY CLASSIFICATION OCCUPANT LOAD <br />B 178 <br />F-1 439 <br />S-1 24 <br />TOTAL OCCUPANTS 641 <br />SCALE: 1" = 40'-0"LS1.0 <br />1FIRST FLOOR GROSS BUILDING PLAN <br />SCALE: 1" = 40'-0"LS1.0 <br />2MEZZANINE GROSS BUILDING PLAN <br />SCALE: 1" = 40'-0"LS1.0 <br />3 <br />EXISTING EQUIPMENT PLATFORM GROSS <br />BUILDING PLAN <br />Page 13 of 71