25-0410 OVEE Secured Vestibule_BIDS & PERMITS_drawings.pdf

www.colliersengineering.com

GRAND RAPIDS

560 5th St. NW Suite 305 // Grand Rapids, MI 49504

Phone: 616.827.4270

Colliers Engineering & Design

DRAWING INDEXPROJECT CONTACT LIST

PROJECT LOCATION MAP

DRAWING NUMBER

OWNER:

- ORCHARD VIEW SCHOOLS

- 35 S SHERIDAN DR

MUSKEGON, MI

- CONTACT: EARL SCHAUB

- PHONE: 231.760.9889

ARCHITECT:

- COLLIERS ENGINEERING & DESIGN

- 560 5TH ST NW, SUITE 305

GRAND RAPIDS, MI

- CONTACT: BUDDY HUYLER

- PHONE: 616.848.6969

MECHANICAL ENGINEER:

- CLASSIC ENGINEERING

- 100 CESAR E CHAVEZ AVE SW #400

GRAND RAPIDS, MI

- CONTACT: LARRY WOOD

ELECTRICAL ENGINEER:

- CLASSIC ENGINEERING

- 100 CESAR E CHAVEZ AVE SW #400

GRAND RAPIDS, MI

- CONTACT: CINDY LADEWIG

CODE SUMMARY

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OVEE SECURED VESTIBULE

ORCHARD VIEW

SCHOOLS

2820 MACARTHUR

RD MUSKEGON, MI

49442

4/11/2025

G000

PROJECT LOCATION

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00 - GENERAL

G000 COVER SHEET

G001 CODE REFERENCE

G002 CODE COMPLIANCE & LIFE SAFETY PLANS

04 - ARCHITECTURAL

A001 GENERAL NOTES AND LEGENDS

A002 GENERAL REQUIREMENTS

A101 FIRST FLOOR PLANS

A102 SCHEDULES AND DETAILS

05 - MECHANICAL

M101 FIRST FLOOR PLAN - MECHANICAL/DEMOLITION

08 - ELECTRICAL

E1 DETAILS, SYMBOL LEGENDS, AND SPECIFICATIONS

ELP101 FIRST FLOOR PLAN - LIGHTING/POWER/DEMOLITION

ORCHARD VIEW SCHOOLS

(OVEE Secured Vestibule)

DATE DESCRIPTION

4/11/25 BIDS AND PERMITS

PROJECT SCOPE

RENOVATIONS CONSIST OF REMODELING EXISTING PRIVATE OFFICE INTO A SECURED VESTIBULE ENTRANCE INTO THE EXISTING RECEPTION WAITING AREA. TWO (2) NEW OFFICE WILL BE LOCATED IN AN EXISTING CONFERENCE ROOM.

HARDWARE AND LOW VOLTAGE SECURITY WILL BE ADDED TO EXISTING DOORS TO FORM THE SECURED AREA.

APPLICABLE BUILDING CODES

BUILDING CODE: 2015 MICHIGAN BUILDING CODE

2015 MICHIGAN REHABILITATION CODE

BUILDING CODE (MI FIRE NFPA 101-2012

SAFETY STATE RULES):

MECHANICAL CODE: 2021 MICHIGAN MECHANICAL CODE

PLUMBING CODE: 2021 MICHIGAN PLUMBING CODE

ELECTRICAL CODE: 2023 NATIONAL ELECTRICAL CODE

2023 MICHIGAN PART 8, ELECTRICAL CODE RULES

BUILDING DATA

TOTAL BUILDING AREA: 78,230 SQ FT

TOTAL RENOVATION AREA: 595 SQ FT

CONSTRUCTION TYPE = II-B NON-COMBUSTIBLE

NON-SPRINKLERED

ALTERATIONS: LEVEL 2 - (CHAPTER 8)

USE AND OCCUPANCY

BUILDING IS CLASSIFIED AS "E" EDUCATIONAL

"B" BUSINESS (EXISTING OCCUPANCIES)

USES: "E" EDUCATIONAL, "B" BUSINESS

epost Buddy Huyler

Formerly Known as

GRAND RAPIDS

560 5th St. NW

Grand Rapids, MI 49504 Suite 305

Phone: 616.827.4270

Colliers Engineering & Design, Architecture, Landscape Architecture, Surveying, CT P.C.

www.colliersengineering.com

Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing without the express written consent of Colliers Engineering & Design.

and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose

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VISIT: WWW.CALL811.COM

Know what's below Call before you dig.

SCALE: DATE: DRAWN BY: CHECKED BY:

PROJECT NUMBER: DRAWING NAME:

SHEET TITLE:

SHEET NUMBER:

NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

REVIEWED BY:

AS SHOWN

Key Plan

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OVEE SECURED

VESTIBULE

2820 MACARTHUR RD

MUSKEGON, MI 49442

ORCHARD VIEW SCHOOLS

CODE REFERENCE

G001

4/11//25 E POST B HUYLER

Approver25004490A

NFPA 101 Life Safety Code – 2012 Chapter 6 – Classification of Occupancy and Hazard of Contents

6.1.3 Educational Occupancy – See Chapters 15 for requirements (Bangor Middle School is an Educational use)

• Educational Occupancy – Buildings or portions of buildings used for educational purposes through the twelfth grade by 6 or more persons for 4 or more hours per day or more than 12 hours per week.

Chapter 7 – Means of Egress Definitions

• Accessible Means of Egress (3.3.170.1) – A means of egress that provides an accessible route to an area of refuge, a horizontal exit, or public way.

7.1.3.1 – Exit Access Corridors – Corridors used as exit access and serving more than 30 occupants shall be separated by walls having a 1-hour rating.

• Exception – Existing buildings, provided the occupancy classification hasn’t changed. (We will employ this exception for Building A – the walls were built as school 1-hour walls)

7.1.5 – Headroom

• Headroom shall not be less than 7ft 6in., with projections from the ceiling not less than 6ft 8in. above the floor.

• Existing buildings, the ceiling height shall be not less than 7ft from the floor, with projections from the ceiling not less than 6ft 8in. nominal above the floor.

7.2.1 – Door Openings

7.2.1.2.1 – Measurement of Clear Width.

• Projections not more than 4in. into the door opening with on the hinge side shall not be considered reductions in clear width, provided that such projections are for purposes of accommodating panic hardware or fire exit hardware and not less than 34in., and not more than 48in., above the floor.

7.2.1.2.2 – Measurement of Egress Capacity Width.

7.2.1.2.2.1 – Swinging Door Assemblies

• For new door assemblies, clear measurement shall be taken with the leaf open 90 degrees, existing door assemblies in full open position.

• Projections of not more than 3 ½ in. at each side of the door openings at a height of not more than 38in. shall not be considered reductions in egress capacity width.

7.2.1.2.3 – Minimum Door Leaf Width

7.2.1.2.3.2 – Door openings in a means of egress shall be not less than 32 inches in clear width.

• Where a pair of door leaves is provided, one door leaf shall provide not less than a 32 in. (810 mm) clear width opening.

• In existing buildings, the existing door leaf width shall be not less than 28 in.

7.2.1.4 – Swing and Force to Open.

7.2.1.4.1 – Any door assembly in a means of egress shall be of the side-hinged or pivoted-swing type.

7.2.1.4.2 – Door Leaf Swing Direction – must swing in direction of egress where serving an occupant load of 50 or more.

7.2.1.4.3 – Door Leaf Encroachment

7.2.1.4.3.1 – During its swing, any door leaf in a means of egress shall not leave less than half of required width of aisle, corridor, passageway, landing unobstructed and shall not protrude more than 7 inches into required width when fully open.

7.2.1.4.5.1 – Forces required to fully open any door leaf manually in a means of egress shall not exceed 15 lbf to release the latch, 30 lbf to set the leaf in motion, and 15 lbf to open the leaf to the minimum required width.

• The opening forces for interior side-hinged or pivoted-swinging door leaves without closers shall not exceed 5 lbf.

• The opening forces for existing door leaves in existing buildings shall not exceed 50 lbf applied to the latch stile.

7.2.4 – Horizontal Exits

7.2.4.3 - Fire Barriers – 2 hour fire resistance rating.

7.3.1 – Occupant Load

7.3.1.1.2 - For other than existing means of egress, where more than one means of egress is required, the means of egress shall be of such width and capacity that the loss of any one means of egress leaves available not less than 50 percent of the required capacity.

7.3.3.1 – Capacity Factors (Table 7.3.3.1)

• Stairways; 0.3 inches per person

• Level Components and Ramps; 0.2 inches per person

7.4.1.2 – Minimum number of means of egress

• 500-1000 – not less than 3

• Over 1000 – not less than 4

7.5.1.3.1 - Where more than one exit is required, they shall be located remotely from each other and shall be arranged to minimize the possibility that both could be blocked.

7.5.1.3.2 – Where two exits are required, they must be separated by one half of the diagonal of the room

7.5.1.6 – Exit access from rooms or spaces shall be permitted to be through adjoining or intervening rooms or areas, provided that such rooms or areas are accessory to the area served.

7.7.1 - Exit Termination – All exits shall terminate directly at a public way or an exterior exit discharge.

7.12.1 – Mechanical equipment rooms, boiler rooms, furnace rooms shall be arranged to limit common path of travel to 50 feet.

Chapter 8 – Features of Fire Protection

8.2 - Construction and Compartmentation

8.2.2.2 – Fire compartments shall be formed with fire barriers that comply with Section 8.3 – Fire Barriers.

8.3 – Fire Barriers

8.3.1.2 - Fire barriers shall comply with one of the following:

1) The fire barriers are continuous from outside wall to outside wall or from one fire barrier to another, or a combination thereof, including continuity through all concealed spaces, such as those found above a ceiling, including interstitial spaces.

2) The fire barriers are continuous from outside wall to out-side wall or from one fire barrier to another, and from the floor to the bottom of the interstitial space, provided that the construction assembly forming the bottom of the interstitial space has a fire resistance rating not less than that of the fire barrier.

8.3.1.3 - Walls used as fire barriers shall comply with Chapter 7of NFPA 221, Standard for High Challenge Fire Walls, Fire Walls, and Fire Barrier Walls. The NFPA 221 limitation on percentage width of openings shall not apply.

8.3.2.1.1 - Fire resistance–rated glazing tested in accordance with ASTM E 119, Standard Test Methods for Fire Tests of Building Construction and Materials, or ANSI/UL 263, Standard for Fire Tests of Building Construction and Materials, shall be permitted.

8.3.3.1 - Windows must be installed per NFPA 80

8.3.3.5 – Fire Protection-rated glazing shall be permitted in fire barriers having a rating of 1 hour or less.

8.3.3.11 - Windows shall not exceed 25 percent of the area of the fire barrier in which they are used.

8.3.4.2 – Opening Protectives (Table 8.3.4.2 – Minimum Fire Protection Ratings for Opening Protectives in Fire Resistance- Rated Assemblies)

• 2-hour fire barrier; 1.5 hour opening protection rating

• 1-hour fire barrier; 1-hour protection for vertical opening or exit enclosure; ¾ hour for openings other than vertical/exit enclosures

8.3.5.1 - Firestop Systems and Devices Required. Penetrations for cables, cable trays, conduits, pipes, tubes, combustion vents and exhaust vents, wires, and similar items to accommodate electrical, mechanical, plumbing, and communications systems that pass through a wall, floor, or floor/ceiling assembly constructed as a fire barrier shall be protected by a firestop system or device.

The firestop system or device shall be tested in accordance with ASTM E 814.

8.3.5.6.3 - Where walls or partitions are required to have a minimum 1-hour fire resistance rating, recessed fixtures shall be installed in the wall or partition in such a manner that the required fire resistance is not reduced, unless one of the following is met

1) Any steel electrical box not exceeding 0.1 sq ft shall be permitted where the aggregate area of the openings provided for the boxes does not exceed 0.7 sq ft in any 100 sq ft of wall area, and, where outlet boxes are installed on opposite sides of the wall, the boxes shall be separated by one of the following:

a) Horizontal distance of not less than 24 in.

b) Horizontal distance of not less than the depth of the wall cavity, where the wall cavity is filled with cellulose loose-fill, rock wool, or slag wool insulation

c) Solid fire blocking

d) Other listed materials and methods

2) Membrane penetrations for any listed electrical outlet box made of any material shall be permitted, provided that such boxes have been tested for use in fire resistance–rated assemblies and are installed in accordance with the instructions included in the listing.

3) The annular space created by the membrane penetration of a fire sprinkler shall be permitted, provided that the space is covered by a metal escutcheon plate.

8.3.6 - Joints.

8.3.6.1 - The provisions of 8.3.6 shall govern the materials and methods of construction used to protect joints in between and at the perimeter of fire barriers or, where fire barriers meet other fire barriers, the floor or roof deck above, or the outside walls.

Chapter 10 – Interior Finish, Contents, and Furnishings

10.2.3.4 – Interior wall and ceiling products are required to be tested per NFPA 286:

• Class A; flame spread 0-25; smoke development 0-450

• Class B; flame spread 26-75; smoke development 0-450

• Class C; flame spread 76-200; smoke development 0-450

10.2.4.1 – Textile materials having a Class A rating shall be permitted on the walls or ceiling of rooms protected by a sprinkler system.

10.2.4.2 – Expanded vinyl wall coverings having a Class A rating shall be permitted on the walls or ceiling of rooms protected by a sprinkler system

10.2.7.3 - Interior floor finishes per NFPA 253

• Class 1; critical radiant flux minimum of 0.45W/sq cm

• Class 2; critical radiant flux minimum of 0.22W/sq cm

10.3.1 – Draperies, curtains or other loosely hanging furnishings must be flame resistant per NFPA 701

10.3.2.1 – Upholstered furniture shall be resistant to a cigarette ignition per NFPA 260 & 261.

Chapter 14 – New Educational Occupancies (this will apply to the area of alterations)

14.1.6 – Minimum Construction Requirements – No requirements.

14.1.7.1 – Occupant Load (Table 7.3.1.2)

• Classrooms; 1 person per 20 nsf

14.2.2.2.2 – Door hardware – provide panic hardware for loads of 100 or more

14.2.3.2 – Minimum Corridor Width. Exit access corridors shall have not less than 6 ft of clear width.

14.2.5.1 – Arrangement of Means of Egress – per Section 7.5.

• No common path of travel to exceed 75 ft. (building not protected throughout with automatic sprinkler system), 100 ft. (buildings fully protected)

• No dead end corridors to exceed 20 ft. (building not protected throughout with automatic sprinkler system), 50 ft. (buildings fully protected)

CODE REFERENCE - NFPA 101

14.2.5.4 – Every room with more than 50 persons or space larger than 1,000 sq.ft. to have two exits.

14.2.6.2 – Travel distance – not to exceed 150 feet

14.3.1 – Protection of Vertical Openings – per Section 8.6

• Unprotected vertical openings in accordance with 8.6.9.1.

14.3.2.1 – Protection from Hazards

14.3.2.1 - Rooms or spaces for the storage, processing, or use of materials shall be protected in accordance with the following:

1) Such rooms or spaces shall be separated from the remainder of the building by fire barriers having a minimum 1-hour fire resistance rating in the following areas:

a) Boiler and furnace rooms, unless such rooms enclose only air-handling equipment

b) Rooms or spaces used for the storage of combustible supplies in quantities deemed hazardous by the authority having jurisdiction

c) Rooms or spaces used for the storage of hazardous materials or flammable or combustible liquids in quantities deemed hazardous by recognized standards

d) Janitor closets

14.3.3.2 - Interior Wall and Ceiling Finish.

1) Exits — Class A

2) Other than exits — Class A or Class B

3) Low-height partitions not exceeding 60 in. and used in locations other than exits — Class A, Class B, or Class C

14.3.3.3.2 - Interior floor finish in exit enclosures and exit access corridors and spaces not separated from them by walls complying with 14.3.6 shall be not less than Class II

14.3.6 – Corridors – 1-hour fire resistance rated

14.3.7 - Subdivision of Building Spaces.

14.3.7.1 - Educational occupancies shall be subdivided into compartments by smoke partitions having not less than a 1-hour fire resistance rating and complying with Section 8.4 where one or both of the following conditions exist:

1) The maximum floor area, including the aggregate area of all floors having a common atmosphere, exceeds 30,000 sq.ft.

2) The length or width of the building exceeds 300 ft.

Chapter 15 – Existing Educational Occupancies

15.1.6 – Minimum Construction Requirements – No requirements.

15.1.7 – Occupant Load (per Table 7.3.1.2)

• Classrooms; 1 person per 20 nsf

• Shops, labs, vocational rooms; 50 nsf

• Assembly (Existing Media Center / Existing Multi-purpose Room); 15 nsf

15.2.2.2.2 – Door hardware – provide panic hardware for loads of 100 or more

15.2.3.2 - Minimum Corridor Width. Exit access corridors shall have not less than 6 ft of clear width.

15.2.5.1 – Arrangement of Means of Egress – per Section 7.5.

• No common path of travel to exceed 75 feet

• No dead end corridors to exceed 20 feet

15.2.5.4 – Every room with more than 50 persons or 1,000 sq.ft. to have two exits.

15.2.6.2 – Travel distance – not to exceed 150 feet

15.2.11.1 – Windows for Rescue.

15.2.11.1.1 - Every room or space greater than 250 sq. ft. and used for classroom or other educational purposes or normally subject to student occupancy shall have not less than one outside window for emergency rescue that complies with all of the following, unless otherwise permitted by 15.2.11.1.2:

1) Such windows shall be openable from the inside without the use of tools and shall provide a clear opening of not less than 20 in. in width, 24 in. in height, and 5.7 sq. ft. in area.

2) The bottom of the opening shall be not more than 44 in. above the floor, and any latching device shall be capable of being operated from not more than 54 in. above the finished floor.

3) The clear opening shall allow a rectangular solid, with a width and height that provides not less than the required 5.7 sq. ft. opening and a depth of not less than 20 in., to pass fully through the opening.

15.2.11.1.2 - The requirements of 15.2.11.1.1 shall not apply to any of the following:

2) Where the room or space has a door leading directly to an exit or directly to the outside of the building

3) Where the room has a door, in addition to the door that leads to the exit access corridor as required by 15.2.5.5, and such door leads directly to another corridor located in a compartment separated from the compartment housing the corridor addressed in 15.2.5.5 by smoke partitions in accordance with Section 8.4.

15.3.3.2 - Interior Wall and Ceiling Finish.

1) Exits — Class A

2) Corridors and lobbies — Class A or Class B

3) Low-height partitions not exceeding 60 in. and used in locations other than exits — Class A, Class B, or Class C

15.3.6 – Corridors – ½ hour fire resistant rated in accordance with Section 8.3 (Fire Barriers)

15.3.7 - Subdivision of Building Spaces.

15.3.7.1 - Educational occupancies shall be subdivided into compartments by smoke partitions having not less than a 1-hour fire resistance rating and complying with Section 8.4 where one or both of the following conditions exist:

1) The maximum area of a compartment, including the aggregate area of all floors having a common atmosphere, exceeds 30,000 sq.ft.

2) The length or width of the building exceeds 300 ft.

15.7.4 – Furnishings and Decorations.

15.7.4.1 - Draperies, curtains, and other similar furnishings and decorations in educational occupancies shall be in accordance with the provisions of 10.3.1.

15.7.4.2 - Clothing and personal effects shall not be stored in corridors, unless otherwise permitted by one of the following:

2) This requirement shall not apply to corridor areas protected by a smoke detection system in accordance with Section 9.6.

3) This requirement shall not apply to storage in metal lockers, provided that the required egress width is maintained.

15.7.4.3 - Artwork and teaching materials shall be permitted to be attached directly to the walls in accordance with the following:

1) The artwork and teaching materials shall not exceed 20 percent of the wall area in a building that is not protected throughout by an approved automatic sprinkler system in accordance with Section 9.7.

Chapter 43 – Building Rehabilitation

43.2.2 - Special Definitions.

43.2.2.1 - Categories of Rehabilitation Work. The nature and extent of rehabilitation work undertaken in an existing building.

43.2.2.1.1 - Repair. The patching, restoration, or painting of materials, elements, equipment, or fixtures for the purpose of maintaining such materials, elements, equipment, or fixtures in good or sound condition.

43.2.2.1.2 - Renovation. The replacement in kind, strengthening, or upgrading of building elements, materials, equipment, or fixtures, that does not result in a reconfiguration of the building spaces within.43.2.2.1.3 Modification. The reconfiguration of any space; the addition, relocation, or elimination of any door or window; the addition or elimination of load-bearing elements; the reconfiguration or extension of any system; or the installation of any additional equipment

43.2.2.1.4 - Reconstruction. The reconfiguration of a space that affects an exit or a corridor shared by more than one occupant space; or the reconfiguration of a space such that the rehabilitation work area is not permitted to be occupied because existing means of egress and fire protection systems, or their equivalent, are not in place or continuously maintained.

43.2.2.2 – Equipment or Fixture. Any plumbing, heating, electrical, ventilating, air-conditioning, refrigerating, and fire protection equipment; and elevators, dumbwaiters, escalators, boilers, pressure vessels, or other mechanical facilities or installations related to building services.

43.2.2.3 - Load-Bearing Element. Any column, girder, beam, joist, truss, rafter, wall, floor, or roof sheathing that supports any vertical load in addition to its own weight, or any lateral load.

43.5 - Modifications.

43.5.1.3 - Newly constructed elements, components, and systems shall comply with the requirements of other sections of this Code applicable to new construction.

Department of Licensing and Regulatory Affairs State Fire Safety Board New and Existing School, College, and University Fire Safety – Michigan Amendments

14.2.11.1.1. The school or designated representative shall ensure every room or space which is more than 250 square feet and which is used for classroom or other educational purposes or is normally subject to student occupancy shall have not less than 1 outside window for emergency rescue or ventilation that complies with the following unless otherwise permitted by section 14.2.11.1.2:

1) The windows shall be openable from the inside without the use of tools, only held closed by a single operation lock, and shall provide a clear opening of not less than 20 inches in width, 24 inches (61 centimeters) in height, and 5.7 square feet (0.5 square meters) in area. A screen on the window shall be readily removable without any special knowledge or tools.

2) The bottom of the opening shall be not more than 44 inches above the floor, and any latching device shall be capable of being operated from not more than 54 inches (1370 mm) above the finished floor.

3) The clear opening shall allow a rectangular solid, with a width and height that provides not less than the required 5.7 square feet (0.5 square meters) opening and a depth of not less than 20 inches (510 millimeters), to pass fully through the opening.

4) The windows shall be accessible by the fire department and shall open into an area that has access to a public way. Windows opening onto an open court, as defined in the code, are acceptable.

5) The windows shall be identified by a permanent durable and legible sign having letters that are not less than 5/8 of an inch high and 1/8 of an inch wide. The sign shall read “rescue window.”

14.2.11.1.3. Windowless student occupied rooms in additions to existing buildings or renovated buildings shall be permitted where it is impractical to comply with section 14.2.11.1.1 where all of the following:

1) A minimum of 50% of the required exits pass into a separate atmosphere created by a minimum 2-hour fire rated barrier with labeled 90-minute fire rated door assemblies in all openings. Glazing, other than permitted in the door by NFPA 80, shall be permitted only if the glazing has been tested for a 2-hour rating as well. The fire barrier shall completely separate the building from exterior wall to exterior wall.

2) Each separate area shall have approved exiting pursuant to the code.

3) A maximum of 25% of the total area of the student occupied rooms in the building shall be permitted to be windowless.

2015 Michigan Rehabilitation Code for Existing Buildings

Chapter 4 – Prescriptive Compliance Method (referenced for compliance with chapters 5-8)

401.2 – Building materials and systems

401.2.1 – Existing Materials – already in use in compliance with requirements in effect at time of erection shall be permitted to remain unless determined by code official to be unsafe.

401.2.2 – New and replacement materials – materials permitted by the code for new construction shall be used.

403 – Alterations

403.1 – General – Except for 401.2 or this section, alterations to any building shall comply with the requirements of the IBC for new construction. Alterations shall be such that the existing building is no less conforming to the provisions of the IBC than the existing building was prior to the alteration.

403.3 – Existing structural elements carrying gravity load – if load is increased by 5% then structural element is to be strengthened 404 – Repairs

404.1 – General – Buildings and structures, and parts thereof, shall be repaired in compliance with Sections HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/4/prescriptive-compliance-method#401.2"401.2 and 404.

Work on nondamaged components that is necessary for the required HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair of damaged components shall be considered part of the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair and shall not be subject to the requirements for HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#alteration"alterations in this chapter. Routine maintenance required by HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/4/prescriptive-compliance-method#401.2"Section 401.2, ordinary HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repairs exempt from permit in accordance with HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/1/scope-and-administration#105.2"Section 105.2, and abatement of wear due to normal service conditions shall not be subject to the requirements for HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repairs in this section.

410 – Accessibility for Existing Buildings

410.3 – Extent of application – an alteration shall not impose a requirement for greater accessibility than that which would be required for new construction. Alterations shall not reduce accessibility of a building.

410.6 – Alterations – A building that is altered shall comply with IBC chapter 11 and ICC/A117.1 unless technically infeasible.

When compliance is technically infeasible, the alteration shall provide access to the maximum extent feasible.

Exception 1 – the altered element or space is not required to be on an accessible route, unless required by section 410.7.

Exception 2 – Accessible means of egress required by IBC chapter 10 are not required.

Exception 3 – Buildings, structures, or improved areas which exist on or before the effective date of these rules and are in compliance with the code at the time of issuance of the certificate of occupancy unless the alteration specifically modifies an area covered by sections 410.6 to 410.8.

410.7 – Alterations affecting an area containing a primary function – where an alteration affects the accessibility to a primary function, the route to the primary function shall be accessible. The route shall include toilet facilities and drinking fountains.

410.8 – Scoping for alterations

410.8.1 – Entrances – Accessible entrances shall be provided per IBC section 1105.

410.8.11 – Toilet rooms – Where it is technically infeasible to alter existing toilet facilities to be accessible, an accessible family toilet per IBC 1109.2 is permitted. The family facility shall be located on the same floor and in the same area as the existing facilities.

410.8.14 – Thresholds – maximum height at doorways shall be ¾ inch and have beveled edges.

Chapter 5 – Classification of Work

502 – Repairs

502.1 - Scope - HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"Repairs, as defined in HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#2"Chapter 2, include the patching or restoration or replacement of damaged materials, elements, HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#equipment_or_fixture"equipment or fixtures for the purpose of maintaining such components in good or sound condition with respect to existing loads or performance requirements.

502.3 - Related Work - Work on nondamaged components that is necessary for the required repair of damaged components shall be considered part of the repair and shall not be subject to the provisions of chapter 7 or 8.

503 – Alteration – Level 1

503.1 - Scope - Level 1 HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#alteration"alterations include the removal and replacement or the covering of existing materials, elements, equipment, or fixtures using new materials, elements, equipment, or fixtures that serve the same purpose.

504 – Alteration – Level 2

504.1 - Scope - Level 2 HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#alteration"alterations include the reconfiguration of space, the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#addition"addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment.

Chapter 6 – Repairs

601.2 - Conformance - The work shall not make the building less conforming than it was before the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair was undertaken.

602 - Building Elements and Materials

602.1 - Existing Building Materials - Materials already in use in a building in compliance with requirements or approvals in effect at the time of their erection or installation shall be permitted to remain in use unless determined by the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#code_official"code official to render the building or structure HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#unsafe"unsafe or HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#dangerous"dangerous as defined in HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#2"Chapter 2.

602.2 - New and Replacement Materials - Except as otherwise required or permitted by this code, materials permitted by the applicable code for new construction shall be used. Like materials shall be permitted for HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repairs and HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#alteration"alterations, provided no HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#dangerous"dangerous or HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#unsafe"unsafe condition, as defined in Chapter HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#2"2, is created. Hazardous materials, such as asbestos and lead-based paint, shall not be used where the code for new construction would not permit their use in buildings of similar occupancy, purpose and location.

602.3 - Glazing in Hazardous Locations - Replacement glazing in hazardous locations shall comply with the safety glazing requirements of the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code or HYPERLINK "https://up.codes/viewer/michigan/mi-residential-code-2015" International Residential Code as applicable.

603 – Fire Protection - HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"Repairs shall be done in a manner that maintains the level of fire protection provided.

604 - Means of Egress - HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"Repairs shall be done in a manner that maintains the level of protection provided for the means of egress.

605 – Accessibility - HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"Repairs shall be done in a manner that maintains the level of accessibility provided.

606 – Structural - Structural HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repairs shall be in compliance with this section and HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/6/repairs#601.2"Section 601.2. Regardless of the extent of structural or nonstructural damage, HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#dangerous"dangerous conditions shall be eliminated. Regardless of the scope of HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair, new structural members and connections used for HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair or HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#rehabilitation"rehabilitation shall comply with the detailing provisions of the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code for new buildings of similar structure, purpose and location.

607 – Electrical

607.1 - Material - Existing electrical wiring and equipment undergoing HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair shall be allowed to be repaired or replaced with like material.

608 – Mechanical - Existing mechanical systems undergoing HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair shall not make the building less conforming than it was before the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repair was undertaken.

609 – Plumbing

609.1 - Materials - Plumbing materials and supplies shall not be used for HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#repair"repairs that are prohibited in the HYPERLINK "https://up.codes/viewer/michigan/mi-plumbing-code-2015" International Plumbing Code.

609.2 - Water Closet Replacement - The maximum water consumption flow rates and quantities for all replaced water closets shall be 1.6 gallons (6 L) per flushing cycle.

Exception: Blowout-design water closets [3.5 gallons per flushing cycle].

Chapter 7 – Alterations – Level 1

702 – Building Elements and Materials

702.1 – Interior finishes – all newly installed interior wall and ceiling finishes shall comply with IBC Chapter 8

702.2 – Interior floor finish – new interior floor finish, including carpeting, shall comply with IBC Section 806.

702.3 – Interior trim – all new trim shall comply with IBC Section 806.

CODE REVIEW - 2015 MICHIGAN REHABILITATION FOR EXISTING BUILDINGS

702.6 - Materials and Methods - All new work shall comply with the materials and methods requirements in the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code, HYPERLINK "https://up.codes/viewer/michigan/iecc-2015" International Energy Conservation Code, International Mechanical Code, and HYPERLINK "https://up.codes/viewer/michigan/mi-plumbing-code-2015" International Plumbing Code, as applicable, that specify material standards, detail of installation and connection, joints, penetrations, and continuity of any element, component, or system in the building.

703 – Fire Protection – Alterations shall be done in a manner that maintains the level of fire protection provided.

704 – Means of Egress – Alterations shall be done in a manner that maintains the level of protection provided.

705 – Accessibility – A building or element that is accessible shall remain accessible.

707 – Structural

707.2 – Replacement of roofing or equipment – where replacement results in additional dead loads, structural component shall comply with the gravity load requirements of IBC

Exception 1 – where dead load does not increase by more than 5 percent

708 – Energy Conservation

708.1 Minimum Requirements – Level 1 alterations are permitted without requiring the entire building to comply with the energy requirements of the International Energy Conservation Code. The alterations shall conform to the requirements of the International Energy Conservation Code as they relate to new construction only.

Chapter 8 – Alterations – Level 2

801.2 - Alteration Level 1 Compliance - In addition to the requirements of this chapter, all work shall comply with the requirements of HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/7/alterations-level-1# 7"Chapter 7.

801.3 – Compliance - All new construction elements, components, systems, and spaces shall comply with the requirements of the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code.

Exceptions:

1. Windows may be added without requiring compliance with the light and ventilation requirements of the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code.

2. Newly installed electrical equipment shall comply with the requirements of HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/8/alterations-level-2#808"Section 808.

3. The length of dead-end corridors in newly constructed spaces shall only be required to comply with the provisions of HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/8/alterations-level-2#805.6"Section 805.6.

4. The minimum ceiling height of the newly created habitable and occupiable spaces and corridors shall be 7 feet.

803 – Building Elements and Materials

803.4 - Interior Finish - The interior finish of walls and ceilings in exits and corridors in any HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#work_area"work area shall comply with the requirements of the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code.

Exception: Existing interior finish materials that do not comply with the interior finish requirements of the HYPERLINK "https://up.codes/viewer/michigan/mi-building-code-2015" International Building Code shall be permitted to be treated with an HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#approved"approved fire-retardant coating in accordance with the manufacturer's instructions to achieve the required rating.

803.4.1 - Supplemental Interior Finish Requirements - Where the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#work_area"work area on any floor exceeds 50 percent of the floor area, HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/8/alterations-level-2#803.4"Section

803.4 shall also apply to the interior finish in exits and corridors serving the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#work_area"work area throughout the floor.

Exception: Interior finish within tenant spaces that are entirely outside the HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#work_area"work area.

804 – Fire Protection

804.4 – Fire alarm and detection - An HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#approved"approved fire alarm system shall be installed in accordance with Sections HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/8/alterations-level-2# 804.4.1"804.4.1 through HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/8/alterations-level-2 #804.4.3"804.4.3. Where automatic sprinkler protection is provided in accordance with HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/8/alterations-level-2#804.2"Section 804.2 and is connected to the building fire alarm system, automatic heat detection shall not be required.

An HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#approved"approved automatic fire detection system shall be installed in accordance with the provisions of this code and NFPA 72. Devices, combinations of devices, appliances, and equipment shall be HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#approved"approved. The automatic fire detectors shall be smoke detectors, except that an HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#approved"approved alternative type of detector shall be installed in spaces such as boiler rooms, where products of combustion are present during normal operation in sufficient quantity to actuate a smoke detector.

804.4.1.1 – Group E – Install fire alarm system in work areas of Group E per IFC for existing Group E occupancies.

805 – Means of Egress

805.3 – Number of exits

805.3.1 – Minimum number – Every story shall be provided with number of exits per IBC.

805.4 – Egress doorways

805.4.1 – Two egress doorways required - HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#work_area"Work areas shall be provided with two egress doorways.

805.4.1.1 – Occupant load and travel distance – all rooms and spaces having an occupant load greater than 50 or which the travel distance to an exit exceeds 75 feet shall have a minimum of two egress doorways.

Exception 1 – storage rooms having a maximum occupant load of 10.

805.4.2 – Door swing – all egress doors serving an occupant load greater than 50 shall swing in the direction of exit travel.

805.4.4 – Panic hardware – In buildings or portions thereof of Group A assembly with an occupant load greater than 100 to be equipped with latching devices and panic hardware.

805.4.4.1 – where work area exceeds 50 percent of the floor, panic hardware shall comply with 805.4.4 throughout floor.

805.6 – Dead ends – 35 feet (Also see NFPA 101 Section 10-2.5.1)

805.8 – Exit signs – provide exit signs per IBC.

806 – Accessibility – A building, facility, or element that is altered shall comply with Section 410.

807 – Structural

807.2 – New structural elements – per IBC

807.3 – Minimum design loads – minimum design loads on existing elements of a structure that do not support additional loads as a result of an alteration shall be the loads applicable at the time the building was constructed.

807.4 – Existing structural elements carrying gravity loads – Existing structural elements supporting any additional gravity loads as a result of the alterations, including the effects of snow drift, shall comply with IBC.

Exception 1 – Structural elements whose stress is not increased by more than 5 percent.

807.5 – Existing structural elements resisting lateral loads – If more than 10 percent greater due to alteration, then bring into compliance.

808 – Electrical

808.1 – New installations – All newly installed electrical equipment and wiring relating to work done in any HYPERLINK "https://up.codes/viewer/michigan/mi-rehabilitation-code-2015/chapter/2/definitions#work_area"work area shall comply with all applicable requirements of HYPERLINK "https://up.codes/viewer/michigan/nfpa-70-2017" NFPA 70.

808.2 – Existing installations – Existing wiring in Use Groups A1, A2, A5, H, and I shall be upgraded to meet requirements of Chapter 5.

809 – Mechanical

809.1 – Reconfigured or converted spaces – provide with natural or mechanical ventilation in accordance with IMC.

809.2 – Altered existing systems – In mechanically ventilated spaces, existing mechanical ventilation systems that are altered shall provide not less than 5 cfm per person of outdoor air and not less than 15 cfm of ventilation air per person; or not less than determined by Indoor Air Quality Procedure of ASHRAE 62.

809.3 Local Exhaust - All newly introduced devices, equipment, or operations that produce airborne particulate matter, odors, fumes, vapor, combustion products, gaseous contaminants, pathogenic and allergenic organisms, and microbial contaminants in such quantities as to affect adversely or impair health or cause discomfort to occupants shall be provided with local exhaust.

810 – Plumbing – Where the occupant load of the story is increased by more than 20 percent, plumbing fixtures for the story shall be provided per the IPC based on increased occupant load.

811 – Energy Conservation – Level 2 alterations are permitted without requiring the entire building to comply with the energy requirements of the International Energy Conservation Code. Alterations are to comply with the IECC as they relate to new construction only.

R E

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OCCUPANCY GROUP

# OCCUPANTS

S.F.

LEGEND

EXIT SIGN

EXIT

COMMON PATH OF EGRESS DISTANCE

EXIT ACCESS TRAVEL DISTANCE

(ALONG STAIRWAY NOSING AT OPEN

STAIRWAYS)

FIRE EXTINGUISHER ON WALL BRACKET

FIRE EXTINGUISHER CABINET

1-HR RATED WALL

2-HR RATED WALL

1-HR. RATED FLOOR/BEAM/COLUMN

TO SUPPORT RATED ELEVATOR

SHAFT & MACHINE ROOM ENCLOSURE

DF DRINKING FOUNTAIN

SS SERVICE SINK

SIGN DIRECTION

FACE OF SIGN

EATD

CPET

3-HR RATED WALL

4-HR RATED WALL

1. APPLICABLE CODES:

A. WORK SHALL CONFORM TO FEDERAL, STATE AND LOCAL CODES

AS INTERPRETED BY THE AUTHORITY HAVING JURISDICTION.

2. COMPLIANCE:

A. PROVIDE FIRE EXTINGUISHERS IN CONFORMANCE WITH THE FIRE

CODE SECTION 906 AND COORDINATE WITH FIRE MARSHAL

PRIOR TO INSTALLATION. DO NOT INSTALL FIRE EXTINGUISHERS

UNTIL LOCATIONS HAVE BEEN REVIEWED AND APPROVED BY THE

AUTHORITY HAVING JURISDICTION.

B. OBTAIN ALL REQUIRED PERMITS AND PAYMENT OF PERMIT AND

APPLICATION FEES FOR THE WORK.

3. CERTIFICATIONS:

A. THE ARCHITECT'S CERTIFICATION IS ONLY FOR THE WORK

SHOWN TO BE DONE. IT DOES NOT CONSTITUTE APPROVAL OF

PRE-EXISTING CONDITIONS OR REVIEW OF THOSE CONDITIONS

FOR CODE COMPLIANCE.

GENERAL NOTES

11' -4"

15'

45' 36' -2"

NEW

EX 90 MIN DR

NEW 20 MIN DR

EXISTING 96" W

NEW 32" W

EXISTING 64" W

EXISTING 64" W

EXIS

TIN

G

6" W

EXISTING 96" W

EXISTING 64" W

E X

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W

EXISTING 64" W

EXISTING 32" W

EXISTING 32" W

EXISTING 128" W

G002

Formerly Known as

GRAND RAPIDS

560 5th St. NW

Grand Rapids, MI 49504 Suite 305

Phone: 616.827.4270

Colliers Engineering & Design, Architecture, Landscape Architecture, Surveying, CT P.C.

www.colliersengineering.com

Copyright © 2024. Colliers Engineering & Design All Rights Reserved. This drawing without the express written consent of Colliers Engineering & Design.

and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose

PROTECT YOURSELF

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

FOR STATE SPECIFIC DIRECT PHONE NUMBERS

VISIT: WWW.CALL811.COM

Know what's below Call before you dig.

SCALE: DATE: DRAWN BY: CHECKED BY:

PROJECT NUMBER: DRAWING NAME:

SHEET TITLE:

SHEET NUMBER:

NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.

REVIEWED BY:

AS SHOWN

Key Plan

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OVEE SECURED

VESTIBULE

2820 MACARTHUR RD

MUSKEGON, MI 49442

ORCHARD VIEW SCHOOLS

CODE COMPLIANCE

& LIFE SAFETY PLANS

G002

4/11//25 E POST B HUYLER

Approver25004490A

SCALE : 1/16" = 1'-0"

CODE COMPLIANCE DIAGRAM - AREA OF WORK

SCALE : 1/32" = 1'-0"

CODE COMPLIANCE DIAGRAM - OVERALL

REHABILITATION OF EXISTING STRUCTURES:

REPAIRS

PER THE 2015 MICHIGAN RAHABILITATION CODE FOR EXISTING BUILDINGS (2015 EIBC)

ALTERATIONS - LEVEL 1

CHANGE OF OCCUPANCY

FORMER OCCUPANCY CLASSIFICATION(S):

NEW OCCUPANCY CLASSIFICATION(S):

PARTIAL CHANGE OF OCCUPANCY: YES NO

ADDITIONS

IF YES: SEPARATED NOT SEPARATED

ALTERATIONS - LEVEL 2

ALTERATIONS - LEVEL 3

SEPARATED ADDITION: YES NO

IF YES, FIRE RESISTENCE RATING:

HISTORIC BUILDING

(CHAPTER 6)

(CHAPTER 7)

(CHAPTER 8)

(CHAPTER 9)

(CHAPTER 10)

(CHAPTER 11)

(CHAPTER 12)

RELOCATED BUILDING (CHAPTER 13)

ACCESSIBILITY UPGRADES: COMPLY WITH

SECTION 410 AND ADDENDA

FIRE WALL

FIRE BARRIER

HR

HR

X

SINGLE

MIXED OCCUPANCY

IF SEPARATED, FIRE RESISTANCE RATING OF FIRE BARRIER:

OCCUPANCY CLASSIFICATION(S):

USES:

HR

(CHAPTERS 3 & 5)

(TABLE 508.4)

SEPARATED COMBINATIONNON-SEPARATED

OCCUPANCY CLASSIFICATION AND MIXED OCCUPANCIES:

ACCESSORY - GROUP ; % OF FLOOR AREA

EDUCATION, BUSINESS

EDUCATION, BUSINESS (EXISTING OCCUPANCIES)

X X

AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT BUILDING:

YES

13R

NO

13NFPA STANDARD:

PARTIAL/LIMITED-AREA SPRINKLER SYSTEM:

YES NO

ALT. FIRE PROTECTION SYSTEM:

X

X

CONSTRUCTION TYPE:

REQUIRED PROVIDED

STRUCTURAL FRAME

BEARING WALLS

NON-BEARING WALLS

NON-BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

SECTION

(TABLE 601)

(TABLE 601)

(TABLE 602)

(TABLE 601)

(TABLE 601)

(TABLE 601)

(EXTERIOR)

(INTERIOR)

(EXTERIOR)

BEARING WALLS (TABLE 601)(INTERIOR)

FIRE RESISTANCE OF BUILDING ELEMENTS:

(CHAPTER 6)

BUILDING ELEMENTS

SECTION 601II (000)

BUILDING CODE SUMMARY

PROJECT NAME:

PROJECT INFORMATION:

PROJECT NUMBER:

PREPARED BY:

DATE:

CHECKED BY:

DATE:

APPLICABLE CODE:

COMPLIANCE WITH THE: 2015 MICHIGAN BUILDING, REHABILITATION, AND ENERGY CONSERVATION CODES (BASED ON 2015 I-CODES), 2021 MICHIGAN MECHANICAL CODE, 2021 PLUMBING CODE (BASED ON 2021 IPC) INCLUDING MICHIGAN ADDENDA AND ERRATA; 2023 MICHIGAN ELECTRICAL CODE, PART 8 RULES (BY REFERENCE, 2023 NEC); BOILER CODE (2019 ASME BOILER AND PRESSURE VESSEL CODES WITH ADDENDA); ELEVATOR CODE (2010 ASME 17.1, 2011 ASME A18.1 AND ELEVATOR SAFETY BOARD GENERAL RULES, ACCESSIBLE AND USABLE…