24002038.01_Ypsilanti HS Corridor Access Control - Reviewed - BCC Approved w Conditions_20240812.pdf

PDF 5 MB Posted Aug 27, 2024

Attached to: Ypsilanti Community High School Athletic Security Vestibule
Solicitation number: RFP-YCS-240000002995-3
Issued by: Washtenaw County, Michigan

About this file

Written by GovTribe AI · Sep 8, 2024

This document is a review and approval from the Department of Licensing and Regulatory Affairs for a construction project at Ypsilanti High School in Ypsilanti, Michigan. The project consists of installing new interior doors in the existing southwest vestibule, southwest stairwell, and lunch room area to control access into specific areas of the building during scheduled times without interfering with emergency egress pathways. The review includes comments regarding requirements for fire protection system shop drawings, fire and smoke-resistant penetrations, and maintenance of means of egress during construction. The project will take place at the Ypsilanti High School located at 2095 Packard St, Ypsilanti, MI 48197.

The document outlines construction specifications for the new doors, including requirements for aluminum framing, FRP doors with half-lite, and tempered glass. It also includes details on the door hardware, glazing, gypsum board assemblies, and interior painting. No specific pricing terms, funding sources, or incumbent contractors are mentioned.

View the file

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Reviewer Name Reviewer Email Reviewer Phone

Kevin Oglesbee OglesbeeK@michigan.gov 517-582-8582

Department of Licensing and Regulatory Affairs

Report Date: 08/09/2024 Description : THIS PROJECT CONSISTS OF PLACING NEW INTERIOR DOORS IN THE EXISTING SOUTH WEST VESTIBULE OF THE MAIN FLOOR, NEW INTERIOR DOORS AT THE SOUTH WEST STAIRWELL ON TWO LEVELS, AND NEW INTERIOR DOORS AT TWO LOCATIONS OF THE EXISTING LUNCH ROOM AREA OF THE LOWER LEVEL. NEW DOORS WILL BE TO CONTROL ACCESS INTO SPECIFIC AREAS OF THE BUILDING DURING SCHEDULED TIMES AND WILL NOT INTERFERE WITH EMERGENCY EGRESS PATHWAYS.

Address : 2095 PACKARD ST, YPSILANTI, MI, 48197 Record Type : Bureau of Construction Codes Plan Review Application Document Filename : 24002038.01_Ypsilanti HS Corridor Access Control.pdf

Reviewer Contact Information:

Markups for this Approved Document or Plan

Final Report - Approved

Comment ID Page Ref Reviewer : Department Review Comments

1 A000 Kevin Oglesbee : Building Please ensure to submit all required plans before beginning construction.

[A] 107.2.2 Fire protection system shop drawings. Shop drawings for the fire protection system(s) shall be submit-ted to indicate conformance to this code and the construc-tion documents and shall be approved prior to the start of system installation. Shop drawings shall contain all infor-mation as required by the referenced installation standards in Chapter 9.

2 A000 Kevin Oglesbee : Building MRHB2015 - 109.3.6 Fire and smoke-resistant penetrations. Protection of joints and penetrations in fire-resistance-rated assemblies, smoke barriers and smoke partitions shall not be concealed from view until inspected and approved.

3 A000 Kevin Oglesbee : Building MRHB2015 - 1505.2 Maintenance of means of egress. Required means of egress shall be maintained at all times during construction, demolition, remodeling or alterations and additions to any building.

General Comments

1st Floor Ottawa Building 611 W. Ottawa Street Lansing, MI 48933

Application Number: PR2024BCC-002279

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

REF. SCALE IN INCHES

0 1 2 3

201 S. ANN ARBOR STREET

SALINE, MI 48176

P: 734.429.8900

The FUTURE. Built Smarter www.imegcorp.com

PROJECT #24002038.00

KEY PLAN

AGENCY APPROVAL

REVISIONS

PROFESSIONAL SEAL

CONSULTANT

No. Date Revision / Issue

DISCLAIMER

SHEET INFORMATION

Date

Project #

Drawn

Checked

Approved

SHEET TITLE

SCALE

Scale:

SHEET NUMBER

Issue

AERIAL IMAGE

NO SCALE

VICINITY MAP

APPLICABLE CODES & SUMMARY

PROJECT DESCRIPTION

PROJECT DIRECTORY

CLIENT:

1885 PACKARD

YPSILANTI, MI 48195

PHONE: (734) 646-8120

CONTACT: AARON ROSE

EMAIL: facilitiesdirector@ycschools.us

ARCHITECTURAL

DESIGNER:

IMEG

201 S. ANN ARBOR ST.

SALINE, MI 48176

PHONE: (734) 418-9223

CONTACT: BILL KWASNIAK

EMAIL: bill.j.kwasniak@imegcorp.com

DRAWING INDEX

PROJECT #2402038.00

SPECIFICATIONS

:3 :3

PERMIT AND CONSTRUCTION

07/01/2024

A000

ARCHITECTURE COVERSHEET

Dale Niethammer

Bill Kwasniak

Zach Goeglein

24002038.01

07/01/2024

PERMIT AND CONSTRUCTION

Y P

A N

T I

H S

C O

R R

R A

C C

E S

S C

O N

T R

O L

YPSILANTI HS CORRIDOR ACCESS

CONTROL

2095 PACKARD ST.

YPSILANTI, MI 48197

YPSILANTI COMMUNITY SCHOOLS

2095 PACKARD ST.

YPSILANTI, MI 48197

YPSILANTI HS CORRIDOR

ACCESS CONTROL

SHEET

NUMBER SHEET TITLE 0

W N

E R

R E

E R

A N

D C

O N

S T

R U

C T

A000 ARCHITECTURE COVERSHEET ● ●

A001 GENERAL NOTES ● ●

A100 LEVEL 01 & 02 PARTIAL FLOOR & LIFE SAFETY PLAN ● ●

A101 LEVEL 01 ENLARGED FLOOR PLANS ● ●

A102 LEVEL 01 ENLARGED REFLECTED CEILING PLAN ● ●

A103 LEVEL 01 ELEVATIONS AND DETAILS ● ●

A104 LEVEL 02 PLANS AND ELEVATIONS ● ●

GRAND TOTAL: 7 BUILDING CODE: 2015 MICHIGAN BUILDING CODE (MBC 2015)

2015 MICHIGAN REHABILITATION CODE (MRC 2015)

FIRE CODE: NFPA: 101-2018 EDITION

LARA: STATE FIRE SAFETY BOARD, NEW AND EXISTING

SCHOOL, COLLEGE AND UNIVERSITY FIRE SAFETY

PLUMBING CODE: 2021 MICHIGAN PLUMBING CODE (MPC 2021)

MECHANICAL CODE: 2021 MICHIGAN MECHANICAL CODE (MMC 2021)

ELECTRICAL CODE: NFPA 70 (NEC) 2023 EDITION

LIFE SAFETY CODE: NFPA 101 2018 EDITION

USE GROUP: EXISTING E (EDUCATION)

GROSS BUILDING AREA: LEVEL 1: 173,126 SF

LEVEL 2: 184,818 SF

LEVEL 3: 13,130 SF

TOTAL: 371,074 SF (APPROXIMATE EXISTING)

BUILDING HEIGHT: 3 STORY

CONSTRUCTION TYPE: ASSUMED: IIA (111)

WORK AREA: LEVEL 1: 1,600 SF

LEVEL 2: 200 SF

LEVEL 3: NO WORK

TOTAL: 1,800 SF

FIRE SUPPRESSION: YES

FIRE ALARM: YES

YPSILANTI HIGH SCHOOL

THIS PROJECT CONSISTS OF PLACING NEW INTERIOR DOORS IN THE EXISTING SOUTH

WEST VESTIBULE OF THE MAIN FLOOR, NEW INTERIOR DOORS AT THE SOUTH WEST

STAIRWELL ON TWO LEVELS, AND NEW INTERIOR DOORS AT TWO LOCATIONS OF THE

EXISTING LUNCH ROOM AREA OF THE LOWER LEVEL. NEW DOORS WILL BE TO

CONTROL ACCESS INTO SPECIFIC AREAS OF THE BUILDING DURING SCHEDULED

TIMES AND WILL NOT INTERFERE WITH EMERGENCY EGRESS PATHWAYS.

SITE LOCATION

2095 PACKARD ST.

YPSILANTI, MI

PROJECT SITE

2095 PACKARD ST.

YPSILANTI, MI

PACKARD ST.

DIVISION 04 - MASONRY

SECTION 04 20 00 - UNIT MASONRY

MORTAR AND GROUT MATERIALS

• Masonry Cement: ASTM C91/C91M, Type N.

• Portland Cement: ASTM C150/C150M, Type I.

• Mortar Aggregate: ASTM C144.

• Grout Aggregate: ASTM C404.

• Pigments for Colored Mortar: Pure, concentrated mineral pigments specifically intended for mixing into mortar and complying with ASTM C979/C979M.

• Color(s): Match existing.

• Water: Clean and potable.

ACCESSORIES

• Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.

DIVISION 05 – METALS

SECTION 05 40 00 - COLD-FORMED METAL FRAMING

FRAMING SYSTEM

• Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips, fittings, reinforcement, and fastenings as required to provide a complete framing system.

FRAMING MATERIALS

• Studs and Track: ASTM C955; studs formed to channel, "C", or "Sigma" shape with punched web; U-shaped track in matching nominal width and compatible height.

• Framing Connectors: Factory-made, formed steel sheet.

• Material: ASTM A653/A653M SS Grade 33 and 40 (minimum), with G90/Z275 hot dipped galvanized coating for base metal thickness less than 10 gage, 0.1345 inch, and factory punched holes and slots.

FASTENERS

• Self-Drilling, Self-Tapping Screws, Bolts, Nuts and Washers: Hot dip galvanized per ASTM A153/A153M.

• Anchorage Devices: Powder actuated.

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 92 00 - JOINT SEALANTS

JOINT SEALANT APPLICATIONS

• Confirm compatibility with sealants and all adjacent materials prior to application.

• Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items.

a. Joints between door, window, and other frames and adjacent construction.

b. Joints between dissimilar materials.

c. Other joints indicated below.

• Do not seal the following types of joints.

a. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device.

b. Joints where sealant is specified to be provided by manufacturer of product to be sealed.

c. Joints where installation of sealant is specified in another section.

d. Joints between suspended panel ceilings/grid and walls.

e. Exception: If wall deflects away from grid by 1/8"+, infill void with sealant matching grid

• Interior Joints: Use nonsag polyurethane sealant unless otherwise indicated.

• Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant.

• Sealant Color: To match adjacent material or grout colors.

DIVISION 08 - OPENINGS

SECTION 08 41 13 - ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

FRAMING SYSTEM

• Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with non-staining, nonferrous shims for aligning system components.

• Fasteners and Accessories: Manufacturer's standard corrosion-resistant, non-staining, nonbleeding fasteners and accessories compatible with adjacent materials. Where exposed shall be stainless steel.

• Perimeter Anchors: When steel anchors are used, provide insulation between steel material and aluminum material to prevent galvanic action.

• Install aluminum-framed storefront system level, plumb, square, true to line, without distortion, anchored securely in place to structural support, and in proper relation to.

• Set sill members in bed of sealant or with gaskets.

• Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials.

• Tubular aluminum sections, factory fabricated, factory finished, thermally broken, vision glass, related flashings, anchorage and attachment devices.

a. 2” profile x 4 1/2” depth.

• Finish: Dark bronze anodized aluminum finish (to match existing).

a. Class 2 (0.4 mils min.) anodized finish acceptable where components are used for interior applications only.

SECTION 08 71 00 - DOOR HARDWARE

GENERAL REQUIREMENTS

• Provide hardware as specified and/or as required to make doors fully functional, compliant with applicable codes, and secure to the extent indicated.

• Provide products that comply with the following:

a. Applicable provisions of federal, state, and local codes and ordinances.

• Manufacturer, style, and finish of all door hardware elements shall match existing building standard, UNO.

WARRANTY

• Closers shall carry manufacturer's 30-year warranty against manufacturing defects and workmanship.

• Locksets shall carry manufacturer's 3-year warranty against manufacturing defects and workmanship.

• Exit Devices shall carry manufacturer's 3-year warranty against manufacturing defects and workmanship.

• Continuous gear hinges shall carry manufacturer's lifetime warranty to be free from defects in material and workmanship.

• Balance of items shall carry a manufacturer's 1-year warranty against manufacturing defects and workmanship.

• During the warranty period, replace defective work, including labor, materials and other costs incidental to the work.

INSTALLATION

• Install hardware according to manufacturer’s installations and template dimensions. Attach all items of finish hardware to doors, frames, walls, etc. with fasteners furnished and required by the manufacture of the item.

• Provide blocking/reinforcement for all wall mounted Hardware.

• Reinforced aluminum door and frames will be drilled and tapped for machine screws.

• Inspect material furnished, its installation and adjustment, and instruct the Owner's personnel in adjustment, care and maintenance of hardware.

• Locksets and exit devices shall be inspected after installation and after the HVAC system is in operation and balanced, to insure correct installation and proper operation.

• Closers shall be inspected and adjusted after the HVAC system is in operation and balanced, to insure correct installation and proper operation.

SECTION 08 80 00 - GLAZING

STANDARDS/ PERFORMANCE REQUIREMENTS

• CPSC 16 CFR 1201 Cat I and Cat II for safety glass

• ANSI Z97.1 for safety glass

GLAZING

• Interior: 1/4” (minimum) glazing (thicker as recommended by manufacturer given opening sizes.) Perform Work in accordance with GANA Glazing Manual glazing installation methods.

• General: provide fully laminated safety glazing in conditions required by the Michigan Building Code.

GLASS MATERIALS

• Heat-Strengthened and Fully Tempered Types: ASTM C1048, Kind HS and FT.

WARRANTY

• 10 years from date of Substantial Completion.

DIVISION 09 - FINISHES

WOOD FRAMING MATERIALS

• Where wood framing is allowed for non-load bearing gypsum board assemblies, framing to comply with Rough

Carpentry specifications indicated elsewhere in the Construction Documents.

• Wood Framing Allowed: NO

SECTION 09 21 16 - GYPSUM BOARD ASSEMBLIES

METAL FRAMING MATERIALS

• Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of L/240 at 5 psf.

• Partition Head to Structure Connections: Provide track fastened to structure with legs of sufficient length to accommodate deflection, for friction fit of studs cut short and fastened as indicated on drawings.

BOARD MATERIALS

• Install per most current version of ASTM C840 (Standard Specification for Application and Finishing of Gypsum

Board)

• Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut.

a. Type: 5/8 inch Type X Abuse Resistance

b. Application: Use for vertical surfaces, unless otherwise indicated.

ACCESSORIES

• Beads, Joint Accessories, and Other Trim: ASTM C1047, galvanized steel, rolled zinc, or extruded aluminum, unless noted otherwise. Provide pre-finished aluminum accessories where indicated on drawings, or where trim is otherwise to be left exposed.

• Control Joints: Install per most current version of ASTM C840. In addition to C840:

• Install (1) control joint on each side of cross corridor bulkheads.

• Materials: ASTM C475 and as recommended by gypsum board manufacturer for project conditions.

• Acoustic insulation: ASTM C665; Fiberglass, friction fit type, unfaced. Acoustic insulation to be applied in thickness as required to meet STC requirement shown on drawings, or to fill wall cavity depth if acoustic insulation is required by wall type and no STC is identified.

• Acoustic sealant: Acrylic emulsion latex or water-based elastomeric sealant; do not use solvent-based non-curing butyl sealant.

SECTION 09 91 23 - INTERIOR PAINTING

GENERAL REQUIREMENTS

• Products, surface preparation and application shall comply with manufacturers written instructions and with MPI

Standards.

• Products used shall be compatible with one another and with substrates.

• Paints and primers to be manufacturer's highest grade zero-VOC product.

• Remove hardware, cover plates, and similar items in place that are removable. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and finishing.

• Do not apply finishes over labels of independent testing agencies or equipment name, identification, performance rating or nomenclature plates.

• Provide painting continuous over entire surface from corner/edge to corner/edge.

• Provide (1) coat primer, (2) coats finish minimum.

• Patch and paint throughout area of work.

• Sheen: eggshell finish for walls, semi-gloss for door frames and other metal surfaces U.N.O

PAINT SYSTEMS - INTERIOR

• Interior Surfaces to be Painted, Unless Otherwise Indicated: gypsum board.

• Top Coat(s): Institutional Low Odor/VOC Interior Latex; MPI # 143, 144, 145, 146, 147, or 148.

• Primer: As recommended by top coat manufacturer for specific substrate.

• Dry Fall: Metals; exposed structure, including metal fabrications.

• Top Coat: Water Based Dry Fall for Galvanized Steel; MPI #133.

• Primer: As recommended by top coat manufacturer for specific substrate.

PRIMERS

• Primers: Provide the following unless other primer is required or recommended by manufacturer of top coats.

• Interior Institutional Low Odor/VOC Primer Sealer; MPI #149.

• Interior/Exterior Quick Dry Alkyd Primer for Metal; MPI #76.

1 06/10/2024 OWNER REVIEW

2 07/01/2024 PERMIT AND CONSTRUCTION

Kevin Oglesbee Note MRHB2015 - 1505.2 Maintenance of means of egress. Required means of egress shall be maintained at all times during construction, demolition, remodeling or alterations and additions to any building.

Kevin Oglesbee Note MRHB2015 - 109.3.6 Fire and smoke-resistant penetrations. Protection of joints and penetrations in fire-resistance-rated assemblies, smoke barriers and smoke partitions shall not be concealed from view until inspected and approved.

Kevin Oglesbee Note Please ensure to submit all required plans before beginning construction.

ALIGN

GENERAL NOTES

1. THIS PROJECT SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.

2. ALL PARTS OF THE WORK - INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC, MUST COMPLY WITH THE MINIMUM REQUIREMENTS OF THE GOVERNING REGULATIONS OF ALL FEDERAL, STATE, DISTRICT AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT AS WELL AS THOSE GREATER REQUIREMENTS INDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE CONTRACT

DOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING

REGULATION. WHERE THERE IS A DISCREPANCY BETWEEN THE GOVERNING CODE AND THE

DRAWINGS, THE MOST RESTRICTIVE CASE SHALL GOVERN. IN SUCH CASE, CONFER WITH

ARCHITECT PRIOR TO PROCEEDING.

3. FURNISH AND INSTALL ALL LABOR, MATERIALS, TOOLS, DUMPSTERS, PERMITS, ETC. TO PROVIDE A

COMPLETE AND FINISHED INSTALLATION PER THESE CONTRACT DOCUMENTS AND WHERE

SOMETHING IS NOT SPECIFIED, PER THE MOST STRINGENT INDUSTRY STANDARDS AND CODE

REQUIREMENTS.

4. ALL WORK SHALL BE PERFORMED BY QUALIFIED AND SKILLED WORKERS, IN A NEAT AND

WORKMANLIKE MANNER, AND IN ACCORDANCE WITH INDUSTRY STANDARDS AND PRACTICES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS RELATING TO THE

WORK, AND SHALL OBTAIN ALL FIELD APPROVALS ON THE WORK FROM REGULATING AGENCIES

WHERE REQUIRED.

6. CONTRACTOR OR CONSTRUCTION MANAGER SHALL COORDINATE BETWEEN VARIOUS TRADES FOR

ROUGH-IN REQUIREMENTS.

7. CONTRACTOR SHALL PROVIDE A SCHEDULE TO OWNER, ARCHITECT, ENGINEER AND SUB-

CONTRACTORS PRIOR TO THE START OF CONSTRUCTION OPERATIONS.

8. PROVIDE SHORING, BRACING, UNDERPINNING AND ANY OTHER MEANS REQUIRED TO PROTECT THE

SAFETY, INTEGRITY AND STABILITY OF ALL NEW AND EXISTING CONSTRUCTION.

9. THESE DRAWINGS ARE BASED ON DESIGN DRAWINGS. AS SUCH, ACTUAL CONDITIONS MAY VARY

FROM WHAT IS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD

CONDITIONS AND COORDINATING ANY CHANGES WITH ARCHITECT. ALL CHANGES REQUIRED TO

MEET THE INTENT OF THESE DRAWINGS SHALL BE AT THE CONTRACTOR'S COST.

10. TEMPORARY REMOVAL OF ANY AND ALL EXISTING MISCELLANEOUS ITEMS (I.E. CONDUIT, PIPING, LIGHTING, ETC.) FOR THE PURPOSE OF PERFORMING THIS WORK SHALL BE REINSTALLED BACK TO PRE-CONSTRUCTION LEVEL AS PART OF THIS PROJECT. NO ADDITIONAL FEES WILL BE AWARDED.

11. COORDINATE ALL CONSTRUCTION OPERATIONS WITH OCCUPANTS OF SPACE. SPACE SHALL REMAIN OCCUPIED DURING CONSTRUCTION AND CONTRACTOR SHALL ENSURE THAT ALL PATHS OF EGRESS ARE FREE OF CONSTRUCTION MATERIALS, DEBRIS, TOOLS, ETC THROUGHOUT THE DURATION OF

THE PROJECT.

12. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH

CODES AND ORDINANCES.

13. VERIFY THE SIZES, LOCATIONS, ELEVATIONS AND DETAILS OF EXISTING CONDITIONS THAT AFFECT THE WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS, SIZES, LOCATIONS AND

CONDITIONS BEFORE PROCEEDING WITH THE WORK.

14. PROVIDE THOROUGH CLEANUP OF ENTIRE SCOPE OF WORK AND ANY SURROUNDING AREAS

AFFECTED BY THE CONSTRUCTION OPERATIONS.

15. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.

16. LEAVE JOB SITE BROOM CLEAN AT THE END OF EACH WORKING DAY'S OPERATIONS.

17. PROVIDE ALL TEMPORARY PROTECTION MEASURES REQUIRED TO ENSURE CONTROL OF DUST

TRANSMISSION THROUGHOUT THE PROJECT.

18. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE

ARCHITECT.

19. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH

OWNER TO ENSURE SECURITY.

20. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS

BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR

CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.

21. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR

DELIVERIES,BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF

ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.

22. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE

SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO

ASSURE ORDERLY SEQUENCE OF INSTALLATION.

23. AS-BUILT DRAWINGS (RECORD DRAWINGS): CONTRACTOR SHALL RECORD ON AS-BUILT DRAWINGS ANY DEVIATIONS FROM THE DESIGN DRAWINGS. DRAWINGS SHALL BE SUBMITTED TO OWNER AND

ARCHITECT AFTER COMPLETION OF PROJECT.

DEMOLITION

1. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC. COMPLY WITH APPLICABLE REQUIREMENTS OF NFPA

241 (STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS; 2009)

2. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON FIELD OBSERVATION

AND EXISTING RECORD DOCUMENTS ONLY. VERIFY THAT CONSTRUCTION AND UTILITY

ARRANGEMENTS ARE AS SHOWN AND REPORT DISCREPANCIES BEFORE DISTURBING EXISTING

INSTALLATION. BEGINNING OF DEMOLITION WORK CONSTITUTES ACCEPTANCE OF EXISTING

CONDITIONS THAT WOULD BE APPARENT UPON EXAMINATION PRIOR TO STARTING DEMOLITION.

3. PROTECT EXISTING PROPERTY, SITE ELEMENTS, FINISHES, EQUIPMENT, REMAINING SURFACES, UTILITIES AND SERVICES WITHIN AND ADJACENT TO WORK FROM DAMAGE DUE TO OPERATIONS.

SHORE AND BRACE EXISTING CONSTRUCTION DURING CUTTING OPERATIONS AS REQUIRED TO

PREVENT CRACKING, MOVEMENT, OR COLLAPSE OF EXISTING ASSEMBLIES, SURFACES AND

MATERIALS. REPLACE OR REPAIR ANY ITEM OR ELEMENT DAMAGED AS A RESULT OF

CONSTRUCTION OPERATIONS OR A LACK OF ADEQUATE PROTECTION BY CONTRACTOR.

4. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND BRACING DURING CONSTRUCTION TO ACCOUNT FOR ALL FORCES, INCLUDING BUT NOT LIMITED TO; FORCES FROM

GRAVITY, EARTH, WIND, AND UNBALANCED FORCES DUE TO CONSTRUCTION SEQUENCE.

5. SAW CUTTING OF NEW OPENINGS IN EXISTING CONCRETE AND/OR MASONRY WALLS SHALL BE

DONE WITHOUT OVERCUTTING BEYOND THE BOUNDARIES OF THE INTENDED OPENING. ANY

STRUCTURAL REPAIRS REQUIRED BY THE STRUCTURAL ENGINEER AS A RESULT OF OVERCUTTING

BEYOND THE BOUNDARIES OF AN OPENING SHALL BE PAID FOR BY THE SAW CUTTING

CONTRACTOR.

6. PROTECT EXISTING WORK TO REMAIN AND PROTECT THE WORKERS AND THE PUBLIC FROM

CONSTRUCTION OPERATIONS. TO THAT END, CONSTRUCT TEMPORARY DUST PROOF ENCLOSURES

TO PREVENT DUST MIGRATION INTO OCCUPIED SPACES AND PROVIDE, ERECT, AND MAINTAIN

TEMPORARY BARRIERS AND SECURITY DEVICES TO PREVENT ACCESS TO AREAS THAT COULD BE

HAZARDOUS TO WORKERS OR THE PUBLIC.

7. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMIT AND CONDUCT

OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATE ENTRANCES AND EXITS; DO NOT

OBSTRUCT REQUIRED EXITS AT ANY TIME; PROTECT PERSONS USING ENTRANCES AND EXITS

FROM REMOVAL OPERATIONS.

8. DO NOT BEGIN REMOVAL UNTIL BUILT ELEMENTS TO BE SALVAGED OR RELOCATED HAVE BEEN

REMOVED.

9. MAINTAIN SEPARATE DUMPSTER FACILITIES FOR CONSTRUCTION OPERATIONS. COORDINATE

DUMPSTER LOCATION WITH OWNER. PROVIDE ASPHALT PROTECTION FOR DUMPSTER.

IMMEDIATELY REMOVE DEBRIS, JUNK, AND TRASH FROM SITE AND AT THE END OF EACH WORK

DAY, LEAVE SITE IN CLEAN AND SAFE CONDITION, READY FOR SUBSEQUENT WORK AND AS

INDICATED IN SPECIAL CONDITIONS (WHERE APPLICABLE).

10. COORDINATE ANY REQUIRED UTILITY SHUT-DOWNS PRIOR TO BEGINNING CONSTRUCTION

OPERATIONS. PROVIDE OWNER A MINIMUM OF 24 HOUR NOTICE PRIOR TO PERFORMING ACTUAL

SHUT-DOWN WORK.

11. IF UTILITIES OR SERVICES ARE UNCOVERED THAT ARE NOT INDICATED ON DRAWINGS, ADVISE

OWNER AND DO NOT WORK IN IMMEDIATE AREA UNTIL INSTRUCTED BY OWNER.

12. REMOVE DESIGNATED PARTITIONS, CEILINGS COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES.

13. REMOVE EXISTING WORK AS REQUIRED TO ACCOMMODATE NEW WORK, EVEN WHERE NOT

EXPRESSLY INDICATED ON DEMOLITION PLANS.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION WORK REQUIRED FOR A FINISHED

AND COMPLETE INSTALLATION OF ALL WORK BY ALL SUB-TRADES INCLUDED IN THE SCOPE OF

WORK INCLUDING ALL CUTTING AND PATCHING; THE EXTENT OF WHICH IS GENERALLY NOT

SPECIFICALLY SHOWN ON THE DRAWINGS.

15. CUT HOLES AND OPENINGS IN, OR REMOVE PORTIONS OF, EXISTING CONSTRUCTION NECESSARY FOR CONNECTION OF NEW ARCHITECTURAL ELEMENTS, MECHANICAL AND ELECTRICAL UTILITIES

AND SERVICES, EQUIPMENT AND SUPPORTS. PATCH AROUND MECHANICAL AND ELECTRICAL

PENETRATIONS. PATCH FLOORS, WALLS, AND CEILINGS DAMAGED BY DEMOLITION OPERATIONS, INCLUDING REMOVAL OF INDICATED MECHANICAL AND ELECTRICAL ITEMS, AND INDICATED WALL-, FLOOR-, AND CEILING-MOUNTED ITEMS. PATCH AND PAINT OPENINGS IN WALLS, FLOORS AND

CEILINGS CREATED BY DEMOLITION AND REMOVAL OPERATIONS. PATCH AND REPAIR BLEMISHES

AND HOLES IN EXISTING CONSTRUCTION SURFACES LEFT IN PLACE, AND SCHEDULED TO BE

EXPOSED, THAT HAVE BEEN DAMAGED DUE TO CONSTRUCTION OPERATIONS.

16. UNLESS OTHERWISE INDICATED, USE MATERIALS FOR PATCHING IDENTICAL TO EXISTING

MATERIALS. IF IDENTICAL MATERIALS ARE NOT AVAILABLE, OR CANNOT BE USED, USE MATERIALS MATCHING EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO

VISUAL EFFECT. USE MATERIALS FOR PATCHING THAT RESULT IN EQUAL-OR-BETTER

PERFORMANCE CHARACTERISTICS. ALL CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY

OF THE APPROPRIATE ARCHITECTURAL TRADE. FINAL APPROVAL OF REPAIR OR REPLACEMENT

SHALL BE AT DISCRETION OF ARCHITECT.

1. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIREMENTS.

2. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE OR COLUMN CENTERLINES, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF

FINISHES.

3. COORDINATE AND PROVIDE BACKING FOR ITEMS ATTACHED OR MOUNTED TO WALLS OR CEILINGS.

4. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED.

5. ALL PARTITION TYPES ARE INDICATED ON PLAN.

6. DIMENSIONS LOCATING DOORS IN GYPSUM BOARD PARTITIONS ARE TO BE FROM FINISHED FACE OF

PARTITION TO THE INSIDE FACE OF FRAME.

7. PATCH AND REPAIR ANY FIREPROOFING DAMAGED OR REMOVED BY CONSTRUCTION.

8. ALL DIMENSIONS ARE FROM FINISHED FACE, DIMENSIONS SHALL GOVERN, DO NOT SCALE DRAWINGS.

9. WHERE NEW WORK ADJOINS EXISTING, SUCH NEW WORK SHALL BE PROPERLY INTEGRATED WITH THE

EXISTING TO ENSURE A UNIFORM APPEARANCE AND LEAVE NO EVIDENCE OF REMODELING.

10. "ALIGNED", AS USED IN THESE DOCUMENTS, SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN

THE SAME PLANE.

11. "TYPICAL" (OR "TYP"), AS USED IN THESE DOCUMENTS, SHALL MEAN THAT THE CONDITION IS THE SAME

REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, U.N.O.

12. DESIGN BUILD CONTRACTOR SHALL DESIGN AND PROVIDE ALL FRAMING AND SUPPORT FOR NEW

PARTITIONS AND DOORS.

CONSTRUCTION NOTES

1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT

PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.

3. CONTRACTOR TO PREPARE WALL, FLOOR AND CEILING SURFACES AS REQUIRED AND RECOMMENDED

BY MANUFACTURER TO RECEIVE NEW FINISHES AS INDICATED ON PLAN, INCLUDING FLOOR PREP.

4. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE OR COLUMN CENTERLINES, UNLESS

OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.

5. ALL FLOORING TRANSITIONS SHALL BE CENTERED UNDER THE DOOR IN THE CLOSED POSITION. COLOR

TO BE SELECTED FROM MANUFACTURER'S STANDARD COLORS.

6. REFER TO DOOR SCHEDULE FOR INDICATED DOOR AND FRAME FINISHES.

7. CONTRACTOR TO PROVIDE FINAL CLEAN OF SPACE BEFORE MOVE-IN.

FINISH NOTES

1. CONTRACTORS ARE ALSO ADVISED THAT OWNER WILL REMAIN OPERATIONAL DURING

CONSTRUCTION HOURS.

2. COORDINATE AND SCHEDULE ANY SHUTDOWNS AND HEAVY NOISE GENERATING ACTIVITIES WITH

OWNER PERSONNEL AT LEAST 24 HOURS PRIOR TO IMPLEMENTING TO ALLOW TIME FOR

COORDINATION.

3. LIFE SAFETY SYSTEM SHUTDOWNS (AND STARTUPS) SHALL BE COORDINATED WITH OWNER

PERSONNEL, AND LOCAL FIRE AUTHORITIES AND CENTRAL STATION MONITORING SERVICES (IF

APPLICABLE).

4. LIFE SAFETY SYSTEMS SHALL BE IN OPERATION DURING OCCUPIED AND UNOCCUPIED (I.E. NIGHT, WEEKEND, AND HOLIDAY) TIMES. PROVIDE FIRE WATCH DURING ALL TIMES THAT THE FIRE

SUPPRESSION SYSTEM AND/OR FIRE ALARM CONTROL PANEL (FACP) IS DEACTIVATED.

SHUT DOWNS

1. THIS PROJECT AREA MAY CONTAIN HAZARDOUS MATERIALS. IF THE CONTRACTOR SHOULD

ENCOUNTER ANY ITEMS SUSPECTED TO CONTAIN ASBESTOS, LEAD, OR MERCURY, CONTACT THE

PROJECT CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTION. DO NOT DISTURB THE

MATERIAL IN ITS LOCATION. PROJECT CONSTRUCTION MANAGER SHALL COORDINATE REMOVAL OF

ANY ITEMS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS. REMOVAL OF HAZARDOUS

MATERIALS SHALL BE IN ACCORDANCE WITH EPA REQUIREMENTS AS WELL AS REQUIREMENTS OF

ANY OTHER AGENCIES WITH JURISDICTION OVER SUCH WORK.

HAZARDOUS MATERIALS NOTE

A101

SIM

A101

SIM

A101

SIM

A101

SIM

A101

1 1

NAME

ELEVATION

T/WALL

TAG-E

TAG

PATH #1i

REFERENCE OF

SIMILAR OR OPPOSITE

DETAIL NUMBER

(LOCATION ON SHEET)

SHEET NUMBER

AREA TO BE DETAILED

TAIL INDICATES DIRECTION

OF DETAIL SECTION

TAIL INDICATES DIRECTION

OF WALL SECTION

DIRECTION OF ELEVATION

SHEET NUMBER

DETAIL NUMBER

(LOCATION ON SHEET)

DIRECTION OF ELEVATION

SHEET NUMBER

DETAIL NUMBER

(LOCATION ON SHEET)

EXTERIOR ELEVATION MARKER

INTERIOR ELEVATION MARKER

ELEVATION DATUM REFERENCE

SHEET NOTE SYMBOL

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE DEMOLISHED

NEW CONSTRUCTION

EXISTING DOORS SHOWN

OPEN AT 45° IN EXISTING

CONSTRUCTION

NEW DOORS SHOWN OPEN

AT 90° IN NEW & EXISTING

CONSTRUCTION

SPOT ELEVATION REFERENCE

FACE OF CONSTRUCTION

TO BE ALIGNED WITH

EXISTING CONSTRUCTION

PARTITION TYPE REFERENCE

TAGS WITH DASH 'E' INDICATES THE

REFERENCED OBJECT IS EXISTING

UNDERLINED TAG INDICATES OBJECT IS IN-

SCOPE. IF NEW, ADDITIONAL INFORMATION

IS AVAILABLE IN A SCHEDULE, MATERIAL

LIST, OR SYMBOL LIST

EXIT ACCESS TRAVEL DISTANCE

TAG, REFER TO SCHEDULE

EGRESS PATH

DIRECTION OF EGRESS TRAVEL

PATH OF EXIT ACCESS

START OF PATH

COMMON PATH OF EGRESS

TRAVEL DISTANCE END POINT

GENERAL SYMBOL LIST

SPRINKLER

NORMAL BRANCH LUMINAIRE

SINGLE FACE EXIT SIGN

DOUBLE FACE EXIT SIGN

EMERGENCY UNIT

WALL/CEILING EMERGENCY

EXIT SIGN

SUPPLY/OUTSIDE AIR DUCT

SECTION

RETURN AIR DUCT SECTION

1i FIRE ALARM MANUAL PULL STATIONM

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

REF. SCALE IN INCHES

0 1 2 3

201 S. ANN ARBOR STREET

SALINE, MI 48176

P: 734.429.8900

The FUTURE. Built Smarter www.imegcorp.com

PROJECT #24002038.01

KEY PLAN

AGENCY APPROVAL

REVISIONS

PROFESSIONAL SEAL

CONSULTANT

No. Date Revision / Issue

DISCLAIMER

SHEET INFORMATION

Date

Project #

Drawn

Checked

Approved

SHEET TITLE

SCALE

Scale:

SHEET NUMBER

Issue

PROJECT #2402038.01

12" = 1'-0"

:3 :3

2095 PACKARD ST.

YPSILANTI, MI 48197

YPSILANTI HS CORRIDOR

ACCESS CONTROL

A001

GENERAL NOTES

Dale Niethammer

Bill Kwasniak

Zach Goeglein

24002038.01

07/01/2024

PERMIT AND CONSTRUCTION

Y P

A N

T I

H S

C O

R R

R A

C C

E S

S C

O N

T R

O L

1 06/10/2024 OWNER REVIEW

2 07/01/2024 PERMIT AND CONSTRUCTION

K-5264M ILLBROO KC_FO UNTAINSVITREO US CHINA

D D

K-5264M ILLBROO KC_FO UNTAINSVITREO US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

K-5264MILLBROOK C_FOUNTAINS VITREOUS CHINAK-5264MILLBROOK C_FOUNTAINS VITREOUS CHINA

A101

STAIR

B102A

B102B

B102C

TRAINING

B114

WRESTLING

B115

GYMNASIUM

B111

CORRIDOR

B102

WEIGHT ROOM

E112

CONF. ROOM

D111

ATHLETIC OFFICE

D110

CORRIDOR

B101

COMMONS

D101

CAFETERIA

D102

WOMEN

B103

MEN

B104

RAMP DOWN RAMP DOWN

EXIS

TIN

G E

G R E

ATH

T O E

XIT

EXIS

TIN

R E

ATH

E X

E G

R E

S S

P A

T H

T O

E X

B O

T H

E C

N S

EXIS

R E

ATH

EXISTING

EGRESS PATH

EXISTING

EGRESS PATH

EXISTING

EGRESS PATH

E X

E S

S P

A T

EXISTING

EGRESS PATH

XIS

R E

ATH

EXISTING

EGRESS PATH

EXISTING

EGRESS PATH

A101

EXIT TO PARKING LOT

SCOPE OF WORK

LEVEL 01 KEY PLAN

B201C-E

CORRIDOR

B201

B201B-E

B201A-E

B203A-E

B203B-E

STAIR

CORRIDOR

B202

STORAGE

B204

B202B

B202A

SPORTS DECK

B203

MUSIC

E233

CORRIDOR

E205

STAGE

E224

AUDITORIUM

D220

N.I.S.

XIS

TIN

G E

G R

ATH

T O

XIT

EXISTING

EGRESS PATH

EXISTING

EGRESS PATH

E X

E G

R E

S S

P A

T H

EXISTING EGRESS PATH

EXISTIN

G E

G R

XIT

A104

CORRIDOR

B202

D220A-E

D220B-E

E204-E

EXIT TO PARKING LOT

SCOPE OF WORK

LEVEL 02 KEY PLAN

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

REF. SCALE IN INCHES

0 1 2 3

201 S. ANN ARBOR STREET

SALINE, MI 48176

P: 734.429.8900

The FUTURE. Built Smarter www.imegcorp.com

PROJECT #24002038.01

KEY PLAN

AGENCY APPROVAL

REVISIONS

PROFESSIONAL SEAL

CONSULTANT

No. Date Revision / Issue

DISCLAIMER

SHEET INFORMATION

Date

Project #

Drawn

Checked

Approved

SHEET TITLE

SCALE

Scale:

SHEET NUMBER

Issue

PROJECT #2402038.01

As indicated

:3 :3

2095 PACKARD ST.

YPSILANTI, MI 48197

YPSILANTI HS CORRIDOR

ACCESS CONTROL

A100

LEVEL 01 & 02 PARTIAL FLOOR & LIFE

SAFETY PLAN

Dale Niethammer

Bill Kwasniak

Zach Goeglein

24002038.01

07/01/2024

PERMIT AND CONSTRUCTION

Y P

A N

T I

H S

C O

R R

R A

C C

E S

S C

O N

T R

O L

N O R

1/8" = 1'-0"

LEVEL 01 - PARTIAL OVERALL / LIFE SAFETY PLAN

N O R

1/8" = 1'-0"

LEVEL 02 - PARTIAL OVERALL / LIFE SAFETY PLAN

CORR.

K-5264M ILLBROO KC_FO UNTAINSVITREO US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

A103

8" 2" 3'-3 1/2" 3'-3 1/2" 2"11"2" 3'-1" 3'-1" 2" 8"

CAFETERIA

D102

CORRIDOR

B101

CORRIDOR

B101

ATHLETIC OFFICE

D110

D102BD102A

NEW GYP BD

PARTITION

NEW INTERIOR ALUMINUM

STOREFRONT SYSTEM WITH

1/4" TEMPERED GLASS

NEW FRP DOORS

WITH HALF LITE

15'-8" +/-

A1033

8'-0 1/4"

4 1/2"

CAFETERIA

D102

COMMONS

D101

D102C

D102D

RAMP DOWN

NEW GYP BD JAMB

TO UNDERSIDE OF

COLUMN SOFFIT

NEW INTERIOR ALUMINUM

STOREFRONT SYSTEM WITH

1/4" TEMPERED GLASS.

CENTER ON SOFFIT ABOVE

NEW FRP DOORS

WITH HALF LITE

STORAGE

C156

A103

STAIR

CORRIDOR

B102

5'-4"

NEW GYP BD

PARTITION

NEW INTERIOR ALUMINUM

STOREFRONT SYSTEM WITH

1/4" TEMPERED GLASS

NEW FRP DOORS

WITH HALF LITE

5' -3

3' -0

A103 4

NEW 4'-0" SCREEN WALL CENTERED

ON TOP OF EXISTING HALF WALL

CAFETERIA

D102

COMMONS

D101

NEW GYP BD JAMB

TO UNDERSIDE OF

COLUMN SOFFIT

A103

E Q

A103

NEW 4'-0" SCREEN WALL CENTERED ON

TOP OF EXISTING HALF WALL

CAFETERIA

D102

CORRIDOR

B101

COMMONS

D101

E Q

'-6

3' -3

5'-5"

EQ EQ

E Q

SCOPE OF WORK

LEVEL 01 KEY PLAN

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

REF. SCALE IN INCHES

0 1 2 3

201 S. ANN ARBOR STREET

SALINE, MI 48176

P: 734.429.8900

The FUTURE. Built Smarter www.imegcorp.com

PROJECT #24002038.01

KEY PLAN

AGENCY APPROVAL

REVISIONS

PROFESSIONAL SEAL

CONSULTANT

No. Date Revision / Issue

DISCLAIMER

SHEET INFORMATION

Date

Project #

Drawn

Checked

Approved

SHEET TITLE

SCALE

Scale:

SHEET NUMBER

Issue

PROJECT #2402038.01

As indicated

:3 :3

2095 PACKARD ST.

YPSILANTI, MI 48197

YPSILANTI HS CORRIDOR

ACCESS CONTROL

A101

LEVEL 01 ENLARGED FLOOR PLANS

Dale Niethammer

Bill Kwasniak

Zach Goeglein

24002038.01

07/01/2024

PERMIT AND CONSTRUCTION

Y P

A N

T I

H S

C O

R R

R A

C C

E S

S C

O N

T R

O L

N O R

1/4" = 1'-0"

LEVEL 01 - CAFETERIA ACCESS 'A'

N O R

1/4" = 1'-0"

LEVEL 01 - CAFETERIA ACCESS 'B'

N O R

1/4" = 1'-0"

LEVEL 01 - STAIR ACCESS

N O R

1/4" = 1'-0"

LEVEL 01 - SCREEN WALL

N O R

1/4" = 1'-0"

LEVEL 01 - SCREEN WALL CONTINUATION

A A

B B

A A

B B

LEVEL 01 DOOR SCHEDULE, FINISH AND HARDWARE

DOORS D102A AND D102B:

• FRP STOREFRONT DOUBLE DOOR WITH 1/4" TEMPERED GLASS

- REMOVABLE, LOCKABLE MULLION (DOOR D102A ONLY)

- MEDIUM STILE

- DARK BRONZE ANODIZED FINISH (MATCH EXISTING)

- 10" BOTTOM RAIL

• DOOR HARDWARE

- CONTINUOUS HINGE

- PANIC HARDWARE "VON DUPRIN 99" W/ EXT. CYLINDER

- LCN 4000 SERIES CLOSERS

- DOOR SWEEPS

- STANDARD PULL HARDWARE TO MATCH EXISTING INTERIOR DOORS

DOORS D102C AND D102D:

• FRP STOREFRONT DOUBLE DOOR WITH 1/4" TEMPERED GLASS

- REMOVABLE, LOCKABLE MULLION (DOOR D102D ONLY)

- MEDIUM STILE

- DARK BRONZE ANODIZED FINISH (MATCH EXISTING)

- 10" BOTTOM RAIL

• DOOR HARDWARE

- CONTIUOUS HINGE

- PANIC HARDWARE "VON DUPRIN 99" W/ EXT. CYLINDER

- LCN 4000 SERIES CLOSERS

- DOOR SWEEPS

- STANDARD PULL HARDWARE TO MATCH EXISTING INTERIOR DOORS

DOOR B1:

• FRP STOREFRONT DOUBLE DOOR WITH 1/4" TEMPERED GLASS

- MEDIUM STILE

- DARK BRONZE ANODIZED FINISH (MATCH EXISTING)

- 10" BOTTOM RAIL

• DOOR HARDWARE

- CONTIUOUS HINGE

- PANIC HARDWARE "VON DUPRIN 99" W/ EXT. CYLINDER

- LCN 4000 SERIES CLOSERS

- DOOR SWEEPS

- STANDARD PULL HARDWARE TO MATCH EXISTING INTERIOR DOORS

K-5264M ILLBROO KC_FO UNTAINSVITREO US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

C156

SCOPE OF WORK

LEVEL 01 KEY PLAN

NOTE: EXISTING 2X4 AND RECESSED CAN LIGHTS TO REMAIN

IN THIS AREA. SPRINKLERS TO REMAIN IN THIS AREA.

NEW LITHONIA

EXIT SIGN

CORRIDOR

B101

CAFETERIA

D102

(E1)

NEW LITHONIA

EXIT SIGN

EXIST. CAMERA TO

BE RELOCATED

RELOCATED

CAMERA

NOTE: ALL SPRINKLERS AND

LIGHTS IN THIS AREA TO REMAIN

COMMONS

D101

CAFETERIA

D102

(E1)

EXISTING 2x4 LIGHTS TO

BE RELOCATED

RELOCATED 2x4 LIGHT

NEW LITHONIA

EMERGENCY EXIT

SIGN/LIGHT COMBO @

7'-6" AFF.

EXISTING SPRINKLER

HEADS TO REMAIN

CORRIDOR

B102

STAIR

NEW SPRINKLER HEAD

BY FIRE SUPPRESSION

CONTRACTOR

NOTE: FIRE SUPPRESSION CONTRACTOR TO REVIEW ARCHITECTURAL DRAWINGS AND SUBMIT PLANS WITH HYDRAULIC CALCULATIONS AND SYSTEM DESIGN TO LOCAL AUTHORITY HAVING JURISDICTION (AHJ). FIRE

SUPPRESSION SYSTEM SHALL COMPLY WITH CURRENT CODES.

RELOCATED 2x4 LIGHT

(E3)

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

REF. SCALE IN INCHES

0 1 2 3

201 S. ANN ARBOR STREET

SALINE, MI 48176

P: 734.429.8900

The FUTURE. Built Smarter www.imegcorp.com

PROJECT #24002038.01

KEY PLAN

AGENCY APPROVAL

REVISIONS

PROFESSIONAL SEAL

CONSULTANT

No. Date Revision / Issue

DISCLAIMER

SHEET INFORMATION

Date

Project #

Drawn

Checked

Approved

SHEET TITLE

SCALE

Scale:

SHEET NUMBER

Issue

PROJECT #2402038.01

As indicated

:3 :3

2095 PACKARD ST.

YPSILANTI, MI 48197

YPSILANTI HS CORRIDOR

ACCESS CONTROL

A102

LEVEL 01 ENLARGED REFLECTED

CEILING PLAN

Dale Niethammer

Bill Kwasniak

Zach Goeglein

24002038.01

07/01/2024

PERMIT AND CONSTRUCTION

Y P

A N

T I

H S

C O

R R

R A

C C

E S

S C

O N

T R

O L

N O R

1/4" = 1'-0"

LEVEL 01 - CAFETERIA ACCESS 'A' RCP

N O R

1/4" = 1'-0"

LEVEL 01 - CAFETERIA ACCESS 'B' RCP

N O R

1/4" = 1'-0"

LEVEL 01 - STAIR ACCESS RCP

LEVEL 01 EMERGENCY LIGHTING AND SIGNAGE

EMERGENCY EXIT SIGN (E1)

- LITHONIA: DIE-CAST ALUMINUM LE-BLANK-DOUBLE FACE-RED-EL N WITH

BATTERY BACKUP, CEILING MOUNTED. (OR APPROVED EQUIVALENT)

EMERGENCY LIGHT (E2)

- LITHONIA: ELM6L EMERGENCY LIGHT (OR APPROVED EQUIVALENT)

- 1100 LUMEN, 5000K, WHITE, WALL MOUNTED

EMERGENCY SIGN/LIGHT COMBO (E3)

- LITHONIA: LHQM LED R, WHITE, CEILING OR WALL MOUNT, BATTERY BACKUP.

(OR APPROVED EQUIVALENT)

K-5264M ILLBROO KC_FO UNTAINSVITREO US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROO

C_FO

UNTAINS

VITREO

US CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

K-5264M

ILLBROOK

C_F

OUNTAINS

VITREOU

S CHINA

LEVEL 01

8" 8"

EXIST. BULK HEAD

EXIST. GYP.BD. WALL

TO REMAIN

EXIST. BRICK WALL

TO REMAIN

NEW GYP.BD. WALL NEW GYP.BD. WALL

NEW INTERIOR

ALUMINUM STOREFRONT

SYSTEM WITH 1/4"

TEMPERED GLASS

NEW FRP DOORS WITH

1/4" TEMPERED GLASS

HALF LITE. TYP. OF ALL

D102AD102B

EXISTING COLUMN

2"3'-3 1/2"3'-3 1/2"2" 11"

2"3'-0"2"3'-0"

15'-8"

LEVEL 01

STAIRS UP TO CAFETERIA

ACCESS 'B'

4 1/2" EQ EQ. 2"

NEW INTERIOR ALUMINUM

STOREFRONT SYSTEM WITH

1/4" TEMPERED GLASS

LEVEL 01

EXISTING BULKHEAD

TO REMAIN

NEW BULK HEAD TO

MATCH EXISTING

NEW INTERIOR ALUMINUM

STOREFRONT SYSTEM WITH

1/4" TEMPERED GLASS

NEW FRP DOORS WITH

1/4" TEMPERED GLASS

HALF LITE TYP. OF ALL

D102D D102C

2" 3'-3 1/2" 3'-3 1/2" 2"

5 1/4"

2" 3'-2" 2" 3'-2" 2" 5"

LEVEL 01

SEE PLAN ON SHEET A101.

STOREFRONT SYSTEM RETURN BEYOND.

2"EQ2"3'-0"2"3'-0"2"EQ2"

NEW GYP BD

PARTITION

NEW INTERIOR

ALUMINUM STOREFRONT

SYSTEM WITH 1/4"

TEMPERED GLASS

NEW FRP DOORS

WITH 1/4" TEMPERED

GLASS HALF LITE

DARK BRONZE

ANODIZED ALUMINUM

LOUVERS IN TRANSOM

ABOVE DOORS

5'-3"

LEVEL 01

EXISTING BRICK HALF WALL

NEW 4'-0" TALL SCREEN WALL. 1"x1"

TOP AND BOTTOM FRAME WITH

1"x1" INTERMEDIATE POSTS

3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"3'-3"

EVERY SECOND POST TO EXTEND

ABOVE CEILING AND BE SECURED

TO STRUCTURE ABOVE

EVERY POST TO BE EMBEDDED INTO BRICK HALF WALL MINIMUM 12" -

REMOVE TOP SOLDIER COURSE AT POST PRIOR TO CORING, MODIFY

AND REPLACE TOP SOLDIER COURSE, GROUT AROUND POST

LEVEL 01

NEW 4'-0" TALL SCREEN WALL. 1"x1"

TOP AND BOTTOM FRAME WITH

1"x1" INTERMEDIATE POSTS

EXISTING BRICK

HALF WALL

A103

TYP

2'-9" 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 2'-9"

EVERY SECOND POST TO EXTEND

ABOVE CEILING AND BE SECURED

TO STRUCTURE ABOVE

EVERY POST TO BE EMBEDDED INTO BRICK HALF WALL MINIMUM 12" -

REMOVE TOP SOLDIER COURSE AT POST PRIOR TO CORING, MODIFY

AND REPLACE TOP SOLDIER COURSE, GROUT AROUND POST

SCOPE OF WORK

LEVEL 01 KEY PLAN

ACOUSTICAL BATT INSULATION

NON-STRUCTURAL

METAL STUD AT 16" O.C.

METAL TRACK RUNNER

FASTENED TO FLOOR

FLOOR LINE

CONTINUOUS ACOUSTICAL

SEALANT, BOTH SIDES, FINISH

FLUSH WITH PARTITION

COMPRESSIBLE NEOPRENE

FOAM GASKET ABOVE TRACK

AT CEILING

5/8" TYPE 'X' ABUSE

RESISTANCE GYPSUM

BOARD, BOTH SIDES

CONTINUOUS TOP TRACK

CONTINUOUS TEAR-AWAY

BEAD EACH SIDE OF WALL,

TYP

SECTION VIEW

PLAN VIEW

SECTION VIEW

EXISTING CEILING / SOFFIT

NEW BASE TO MATCH EXISTING 4"

BLACK RESILIENT BASE

1/4" PERFORATED PANEL

BASIS OF DESIGN: MCNICHOLS

PERFORATED METAL - SLOTTED,

CARBON STEEL, COLD ROLLED, 16

GAUGE, 1/8" X 1" ROUND-END SLOT,

SIDE STAGGERED, 44% STAGGERED

1"x1"x1/4" STEEL TUBE