SO-1851 ATTWOOD Bid Pack 2 - BIDS AND PERMITS.pdf

www.colliersengineering.com

GRAND RAPIDS

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

Phone: 616.827.4270

Colliers Engineering

& Design A

R C

H D x

DRAWING NUMBER:

Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing 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 without the express written consent of

Colliers Engineering & Design.

NOTE: DO NOT SCALE DRAWING FOR CONSTRUCTION.

MI ARCHITECTURE

FIRM LICENSE # NLP000605

DRAWING INDEXPROJECT CONTACT LIST

PROJECT LOCATION MAP

OWNER:

LANSING SCHOOL DISTRICT

519 W KALAMAZOO

LANSING, MI

CONTACT: TODD COE

ARCHITECT:

COLLIERS ENGINEERING & DESIGN

560 5TH ST, STE 305

GRAND RAPIDS, MI

CONTACT: COURTNEY NORRIS

PHONE: 616-827-4276

CONTRACTOR:

BECKERING CONSTRUCTION

650 44TH ST SE

GRAND RAPIDS, MI

CONTACT: DAVID BECKERING

ELECTRICAL ENGINEER:

CLASSIC ENGINEERING

100 CESAR E CHAVEZ AVE SW, #400

GRAND RAPIDS, MI

CONTACT: CINDY LADEWIG

MECHANICAL ENGINEER:

CLASSIC ENGINEERING

100 CESAR E CHAVEZ AVE SW, #400

GRAND RAPIDS, MI

CONTACT: LARRY WOOD

/1

/2

:1 :4

P

M

ATTWOOD CAFETERIA AND

KITCHEN RENOVATIONS SO-1851

915 ATTWOOD DR

LANSING, MI 48911

G000

03/13/26

SHEET INDEX

00 - GENERAL

G000 COVER SHEET

G001 CODE COMPLIANCE & LIFE SAFETY PLANS

04 - ARCHITECTURAL

A001 GENERAL NOTES AND LEGENDS

A002 GENERAL REQUIREMENTS

AD101 DEMOLITION PLANS

AD141 DEMOLITION ELEVATIONS

A101 FIRST FLOOR PLAN AND ELEVATIONS

A121 FIRST FLOOR CEILING PLAN

A141 FIRST FLOOR FINISH PLAN

PROJECT SCOPE

INTERIOR RENOVATIONS OF EXISTING MULTI-PURPOSE ROOM AND ADJACENT KITCHEN STORAGE; CONSISTING OF

PAINT, ACOUSTIC TREATMENT, AND CASEWORK.

APPLICABLE BUILDING CODES

BUILDING CODE: 2021 MICHIGAN BUILDING CODE

2021 MICHIGAN REHABILITATION CODE - ALTERATION LEVEL ONE

MI FIRE SAFETY

STATE RULES: NFPA 101, 2012

2016 SCHOOL FIRE SAFETY RULES

MECHANICAL CODE: 2021 MICHIGAN MECHANICAL CODE

PLUMBING CODE: 2021 MICHIGAN PLUMBING CODE

ELECTRICAL CODE: 2023 MICHIGAN ELECTRICAL CODE, PART 8 RULES (BY REFERENCE 2023 NEC)

ACCESSIBILITY: BARRIER FREE - ICC A117.1-2017

ENERGY CODE: 2021 MICHIGAN ENERGY CODE

BUILDING DATA

EXISTING BUILDING AREA: 45,300 SF

CONSTRUCTION TYPE= II-B NON-COMBUSTIBLE

NON-SPRINKLERED

RENOVATION AREA: 2,292 SF

USE AND OCCUPANCY

BUILDING IS CLASSIFIED AS "E" EDUCATIONAL

INTERIOR FINISH

SECTION 803 INTERIOR FINISH AND TRIM: NON-SPRINKLERED TABLE 803.11

INTERIOR FINISHES AND TRIM SHALL MEET FLAME SPREAD, SMOKE DEVELOPED AND CLASS RATINGS

AS REQUIRED FOR SPECIFIC USE AND AREA: E

PROJECT LOCATION

S M

LK

J R B

LV

D

S W

A S

H

IN

G T

O N

A V

E

W MILLER RD I-96

I-96

S C

E D

A R

S T

W JOLLY RD

W NORTHRUP ST

REV DATE DESCRIPTION

3 03/13/2026 BID PACK 2 - BIDS &PERMITS

FE

FE

F E

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

AREA OF RENOVATION

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

90 MIN 90 MIN

1 HR

1 HR

1 HR

1 HR

342 CAPACITY

161 USED

342 CAPACITY

161 USED

90 MIN

MULTI PURPOSE

A-108

GYMNASIUM

A-124

EAST EGRESS LOBBY

A-125

WEST EGRESS LOBBY

A-122

VEST

A-123

VEST

A-126

CLASSROOM

CLASSROOM

CORR

A-80D

CORR

A-80B

CORRIDOR

80A

KITCHEN PREP

STORAGE

93S

EXTERIOR COURTYARD

CLASSROOM

110K

SPEC ED

CONF

INSTR. MAT. CTR

88S

BOOKS

STO

SPEECH

RR

80AM

RR

80AW

STORAGE

LIBRARY

A

2096 SF

/15 = 139

S-1

195 SF

/300 = 1

TRAVEL DISTANCE: 60' - 0"

TRAVEL DISTANCE: 85' - 0"

TRAVEL DISTANCE: 88' - 0"

TRAVEL DISTANCE: 113' - 0"

TRAVEL DISTANCE: 94' - 0"

MULTI PURPOSE

A-108

GYMNASIUM

A-124

CORR

A-80B

CORR

A-80D

CORRIDOR

80A

342 CAPACITY

161 USED

342 CAPACITY

161 USED

342 CAPACITY

342 USED

342 CAPACITY

342 USED

FEC

FEC

FEC

FEC

FEC

FECFEC

FEC

FEC

FEC FEC

FEC

FEC

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

SPEECH

94BOOKS

INSTR. MAT. CTR

88S

KITCHEN PREP

STORAGE

93S

CLASSROOM

110K

CLASSROOM

117K

TEACHER PLANNING

SPEC ED

CORRIDOR

80C

SUPPLY ROOM

BOILER ROOM

83A

TEACHERS

OFFICE

PRINCIPAL

CLINIC

ELECTRICAL

83B

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

STO

110S

STO

117S

CORR

A-80B

LIBRARY

CORR

A-80D

CLASSROOM

CLASSROOM

CLASSROOM

STORAGE

EAST EGRESS LOBBY

A-125

WEST EGRESS LOBBY

A-122

VEST

A-123

VEST

A-126

STORAGE

A-127

SPEC INSTRUCTION

SECURITY OFFICE

96B

CLASSROOM

CLASSROOM

CLASSROOM

EXTERIOR

COURTYARD

ACT

109S

CONF

CUST. OFF.

ADA WC

JC

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

Colliers

Engineering & Design

Colliers

Engineering & Design

GRAND RAPIDS

560 5th St. NW

Suite 305

Grand Rapids, MI 49504

Phone: 616.827.4270

A R

C H

D x

PROJECT MANAGER:

DESIGNER: REVIEWER:

DISCIPLINE LEAD:

DRAWING NUMBER:

DATE ISSUED: PROJECT NUMBER:

KEY PLAN

SHEET NAME:

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

Colliers Engineering & Design.

www.colliersengineering.com

NOTE: DO NOT SCALE DRAWING FOR CONSTRUCTION.

MI ARCHITECTURE

FIRM LICENSE # NLP000605

TRUE NORTHPLAN NORTH

/1

/2

:1 :4

P

M

ATTWOOD CAFETERIA

AND KITCHEN

RENOVATIONS SO-1851

915 ATTWOOD DR

LANSING, MI 48911

C NORRIS

E POST

B HUYLER

G001

CODE COMPLIANCE &

LIFE SAFETY PLANS

LANSING SCHOOL

DISTRICT

03/13/26 26000747A

SCALE : 1/8" = 1'-0"

LIFE SAFETY PLAN - AREA OF WORK

N

REHABILITATION OF EXISTING STRUCTURES:

REPAIRS

PER THE 2021 MICHIGAN RAHABILITATION CODE FOR EXISTING BUILDINGS (2021 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

MULTI-PURPOSE ROOM/CAFETERIA (A2/3) AND KITCHEN STORAGE (S-2)

E- EDUCATION

X

AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT BUILDING:

YES

13R

NO

13NFPA STANDARD:

PARTIAL/LIMITED-AREA SPRINKLER SYSTEM:

YES NO

ALT. FIRE PROTECTION SYSTEM:

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: 2021 MICHIGAN BUILDING, REHABILITATION, AND ENERGY CONSERVATION CODES (BASED ON 2021 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 (2016 ASME 17.1, 2011 ASME A18.1 AND ELEVATOR SAFETY BOARD GENERAL RULES, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC A117.1-17), AND OTHER LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS APPLICABLE TO THIS PROJECT.

ATTWOOD CAFETERIA AND KITCHEN RENOVATIONS

260000747A

E POST

3/13/2026

C NORRIS

3/13/2026

INTERIOR FINISH:

WALL AND CEILING

LOCATION

(CHAPTER 8)

FINISH CLASS

A EXITS CORRIDORS/ EXIT ACCESS ROOMS/ SPACES

B EXITS CORRIDORS/ EXIT ACCESS ROOMS/ SPACES

C EXITS CORRIDORS/ EXIT ACCESS ROOMS/ SPACES

OCCUPANCIES

ALL GROUPS:

ALL GROUPS:

ALL GROUPS:

FINISH CLASS

I

FLOORING

OCCUPANCY:

II

DOC FF-1

X

X

X X

X

X

X X X E

HEIGHT & AREA - ACTUAL:

BUILDING AREA

SUMMARY

FIRST

NEW

sf

(CHAPTER 5)

EXISTING ADDITION TOTAL

sf sf sf

BUILDING HEIGHT HEIGHT IN FEET HEIGHT IN STORIES

ftEXISTING 11 TO 24 1

X 45,300 X 45,300

NTSSCALE :

FIRST FLOOR PLAN − OVERALL LIFE SAFETY

8' - 0"

XX

CEILING HEIGHT

ELEVATION NOTATION

EQUIPMENT TAG

KEYNOTE (REMOVALS)

KEYNOTE

CAST STONE

GRAVEL OR CRUSHED STONE

CONCRETE

CONCRETE MASONRY UNIT

UNDISTURBED EARTH

BRICK

RIGID INSULATION

PLYWOOD

SAND OR GYPSUM BOARD

STEEL

WOOD FRAMING (CONTINUOUS) BATT INSULATION

WOOD BLOCKING (DISCONTIN.)

EXISTING FINISH WOOD

GENERAL ARCHITECTURAL SYMBOLS

MATERIAL INDICATORS

A101

A101

XXX

XXX

N

A101

SIM

1Ref

DETAIL CALLOUT

ELEVATION MARKER

DRAWING NO.

ELEVATION

NO.

BREAK MARKER

NORTH ARROW

NEW COLUMN ID

DETAIL NO.

DRAWING NO.

EXISTING COLUMN ID

A101

1Ref

R e f

R e f

1Ref

A000

VIEW TITLE

DETAIL NO.

SECTION MARKER

SECTION NO.

DRAWING NO.

DETAIL SECTION

DRAWING NO.

ACCESSORY MARKER

DETAIL NO.

XX

EXISTING DOOR

SCHEDULED DOOR

ROOM TAG

WINDOW TYPE MARKER

DOOR MARKER

Room name

WALL STYLES

EXISTING BRICK WALL

EXISTING CMU WALL

EXISTING STUD WALL

STUD WALL

CMU WALL

BRICK WALL

EXISTING WALL REMOVAL

GENERAL NOTES WITHOUT PROJECT MANUALPARTITION NOTES

A101

DRAWING NO.

ALL GENERAL NOTES PERTAIN TO ALL ARCHITECTURAL (A-SERIES) DRAWINGS IN THIS SET

GENERAL

1. DEFINITIONS: “PROVIDE” MEANS FURNISH AND INSTALL. SUPPLY LABOR AND MATERIALS TO RESULT IN A FINISHED AND/OR OPERABLE SYSTEM.

2. CONTRACTOR RESPONSIBILITIES:

A. MATERIALS, CONSTRUCTION METHODS INCLUDING BUT NOT LIMITED TO LAYOUT, COORDINATION, SCHEDULE AND CONSTRUCTION SITE ACCESS AND WORK.

B. DAILY CLEANING: KEEP SITE FREE FROM WASTE, RUBBISH, AND DEBRIS. REMOVE DAILY. WHEN WORK IS COMPLETE, LEAVE THE PREMISES BROOM CLEAN AND CLEAN FINISHED

SURFACES, FIXTURES, GLASS, STOREFRONT, ETC.

C. FINAL CLEANING, PRIOR TO PUNCHLIST INSPECTION BROOM CLEAN ALL HARD SURFACE FLOORS, VACUUM ALL CARPETING AND WIPE DOWN ALL HORIZONTAL AND GLASS

SURFACES PROVIDING A DUST FREE SURFACE.

D. TEMPORARY PROTECTION IS REQUIRED TO MAINTAIN ONGOING BUILDING OPERATIONS, EXITING PATHS, DUST CONTROL AND OCCUPANT SAFETY. IDENTIFY THE REQUIREMENTS FOR TEMPORARY PROTECTION AND PROJECT PHASING. COORDINATE WITH OWNER FOR OTHER REQUIREMENTS.

E. COORDINATE STARTUP AND ADJUSTING OF EQUIPMENT AND OPERATING COMPONENTS. START EQUIPMENT AND OPERATING COMPONENTS AND TEST TO CONFIRM PROPER OPERATION AND CONTROL. REMOVE MALFUNCTIONING UNITS, REPLACE WITH NEW UNITS, AND RETEST.

F. CLOSEOUT DOCUMENTS, CERTIFICATE OF RELEASE FROM THE AUTHORITY OF JURISDICTION AND INSURANCE FOR CONTINUING COVERAGE, WARRANTIES, TEST & INSPECTION

RESULTS AND OPERATION, EMERGENCY & MAINTENANCE MANUALS.

3. EXISTING CONDITIONS: REVIEW EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK AND REPORT DISCREPANCIES TO THE ARCHITECT IMMEDIATELY.

4. CONTRACT DOCUMENTS:

A. PLANS, ELEVATIONS, SECTIONS, DETAILS AND SCHEDULES ARE COMPLEMENTARY. PLAN DRAWINGS WILL TAKE PRECEDENCE OVER ELEVATION, SECTION AND DETAILS DRAWINGS

IN ANY CONFLICTS OF HORIZONTAL DIMENSIONS. DETAIL PLAN DRAWINGS WILL TAKE PRECEDENCE OVER LARGER SCALE PLANS IN ANY CONFLICTS WITH HORIZONTAL DIMENSIONS. WALL AND BUILDING SECTIONS WILL TAKE PRECEDENCE OVER PLAN DRAWING AND DETAILS IN ANY CONFLICTS WITH VERTICAL DIMENSIONS. DETAILS AND WALL SECTIONS WILL TAKE PRECEDENCE OVER ELEVATION AND PLAN DRAWINGS IN ANY CONFLICTS WITH MATERIAL DESCRIPTION. SCHEDULES WILL TAKE PRECEDENCE OVER OTHER ARCHITECTURAL DRAWINGS IN AND CONFLICTS WITH WALL, FLOOR AND CEILING FINISHES AND DOOR, DOOR HARDWARE AND FENESTRATION INFORMATION.

B. DRAWINGS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND, UNLESS OTHERWISE PROVIDED, BERGMANN SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE

COPYRIGHT.

C. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

FIELD CONDITIONS

1. REPAIR: EXISTING SURFACES TO REMAIN IMPACTED BY DEMOLITION TO MATCH EXISTING ADJACENT SURFACES.

2. DISCREPANCIES: NOTIFY ARCHITECT OF EXISTING DAMAGED OR DETERIORATED BUILDING ELEMENTS REVEALED DURING DEMOLITION OR CONSTRUCTION PRIOR TO PROCEEDING

WITH ADDITIONAL WORK IN THE AREA.

3. HAZARDOUS MATERIALS: A PRE-DEMOLITION ASBESTOS SURVEY IS REQUIRED PRIOR TO DEMOLITION OF SUSPECT BUILDING MATERIALS IN ACCORDANCE WITH OSHA 29 DFR 1926.1101, AND USEPA 40 CRF 61.145. A PRE-DEMOLITION ASBESTOS SURVEY IS NOT REQUIRED FOR BUILDINGS OR STRUCTURES FOR WHICH THE ORIGINAL CONSTRUCTION COMMENCED ON OR AFTER JANUARY 1, 1974. THERMAL SYSTEM INSULATIONS AND SURFACING MATERIALS FOUND IN BUILDINGS CONSTRUCTED NO LATER THAN 1980 SHALL BE CONSIDERED PRESUMED ASBESTOS CONTAINING MATERIALS (PACM) UNLESS PROVEN OTHERWISE BY APPROPRIATE BULK SAMPLING AND LABORATORY ANALYSIS CONDUCTED BY APPROVED LICENSED PERSONNEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL REGULATIONS. THE LANDLORD SHALL PROVIDE COPIES OF ANY ASBESTOS

SURVEYS THEY HAVE ON FILE AT THE REQUEST OF THE CONTRACTOR.

4. SAFETY: FOLLOW THE OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) 29 CFR 1926.62, LEAD EXPOSURE IN CONSTRUCTION REGULATION. MATERIALS HAVING A CONCENTRATION EQUAL OR GREATER THAN 0.5% BY WEIGHT IN LEAD ARE CONSIDERED TO BE LEAD BASED. HOWEVER, OSHA CONSIDERS ANY AMOUNT OF LEAD ENCOUNTERED DURING CONSTRUCTION TO BE OF CONCERN. THE REGULATION STATES THAT THE EMPLOYER SHALL ASSURE THAT NO EMPLOYEE IS EXPOSED TO LEAD AT CONCENTRATIONS GREATER THAN FIFTY MICROGRAMS PER CUBIC METER OF AIR (50 MG/M^3) AVERAGED OVER AN 8-HOUR PERIOD. CONTRACTORS SHALL DETERMINE AND TAKE APPROPRIATE

MEASURES IF THEY SUSPECT THE PRESENCE OF LEAD.

FINISHES

A. GENERAL: FINISHED FLOORS EXTEND INTO TOE SPACES,UNDER CASEWORK ON LAB PROJECTS, CLOSETS, DOOR REVEALS AND SIMILAR OPENINGS.

B. PRODUCTS:

A. INSTALL MATERIALS USING MANUFACTURER'S APPROVED ADHESIVES AND METHODS, U.N.O.

B. PAINT DESIGNATIONS INDICATE COLOR ONLY, REFER TO SPECIFICATION FOR FINISH TYPE.

C. PROVIDE SELF LEVELING TROWELABLE UNDERLAYMENT WHERE REQUIRED TO OBTAIN FINISH MANUFACTURER'S REQUIRED SUBFLOOR CONDITION.

D. PROVIDE THE REQUIRED TRANSITIONS BASED ON TYPES IDENTIFIED ON DRAWINGS AT EACH FINISH TRANSITION LOCATION.

C. EXECUTION:

A. ADHERE TO MATERIAL OR SYSTEM MANUFACTURER’S WRITTEN INSTALLATION INSTRUCTIONS AND TOLERANCES. ANY VARIATIONS FROM WRITTEN INSTALLATION AND

INSTRUCTIONS MUST RECEIVE WRITTEN APPROVAL FROM THE MANUFACTURER AND MAINTAIN MANUFACTURER’S WARRANTIES.

B. PRIOR TO STARTING THE INSTALLATION OF A MATERIAL OR SYSTEM, VERIFY THE SUBSTRATE IS WITHIN THE MANUFACTURER’S REQUIRED TOLERANCES AND REQUIRED CLEARANCES ARE PROVIDED. NOTIFY THE CONSTRUCTION MANAGER OR GENERAL CONTRACTOR AND DEIGN PROFESSIONAL IN WRITING WHEN THE SUBSTRATE IS NOT WITHIN MANUFACTURER’S TOLERANCE OR REQUIRED CLEARANCES ARE NOT PROVIDED. PROCEEDING WITH INSTALLATION SIGNIFIES ACCEPTANCE OF THE SUBSTRATE AND

CLEARANCES.

C. PROVIDE MANUFACTURER’S REQUIRED ENVIRONMENTAL TESTS FOR MOISTURE, VAPOR DRIVE, RELATIVE HUMIDITY AND TEMPERATURE TO VERIFY THESE ARE WITHIN THE

MATERIAL MANUFACTURER’S TOLERANCE PRIOR TO INSTALLING MATERIALS.

D. MATERIAL AND INSTALLATION SHALL CONFORM WITH LOCAL, STATE AND NATIONAL BUILDING CODES AND CONSTRUCTION STANDARDS ENFORCED BY THE AUTHORITY HAVING

JURISDICTION.

E. REQUIRED DOCUMENTATION (FOR CONSTRUCTION ADMINISTRATION):

1. SAFETY DATA SHEETS.

2. PROVIDE SAMPLES WHEN SPECIFICALLY REQUESTED IN THESE DOCUMENTS.

3. PROVIDE SHOP DRAWINGS OF MATERIALS AND SYSTEMS, WHICH WILL BE BUILT INTO AND MUST BE COORDINATED WITH OTHER CONSTRUCTION. SHOP DRAWINGS SHALL

CONSIST OF PLAN, ELEVATION, SECTION VIEWS AND DETAILS AS REQUIRED TO COMMUNICATE FINAL APPEARANCE AND CONNECTION TO ADJOINING CONSTRUCTION.

F. PROTECT ADJACENT SURFACES DURING WORK.

G. REMOVE ADHESIVE OR PAINT SPOTS FROM FINISHED FLOORS, WALLS, GLASS OR OTHER SURFACES. FINISHES TO MEET OR EXCEED CODE REQUIREMENTS.

H. FILL MINOR DRYWALL IRREGULARITIES WITH SPACKLING COMPOUND AND SAND TO A SMOOTH LEVEL SURFACE. EXERCISE CARE TO AVOID RAISING THE NAP OF PAPER.

I. DO NOT PERFORM PAINTING AND OTHER FINISHING WORK UNDER CONDITIONS UNSUITABLE FOR EXECUTION OF PAINTING WORK. AIR SHALL BE FREE FROM DUST AND DIRT TO PREVENT LODGING OF FOREIGN MATTER IN FRESH PAINT. FLOORS TO BE BROOM CLEAN BEFORE PAINTING IS STARTED.

J. EDGES OF PAINT ADJOINING OTHER COLORS OR MATERIALS TO BE SHARP AND CLEAN WITHOUT OVERLAP.

K. WHENEVER NECESSARY TO OBTAIN REQUIRED RESULTS, REFINISH AN ENTIRE WALL RATHER THAN SPOT FINISHING WHERE A PORTION OF THE FINISH HAS BEEN DAMAGED OR IS

UNSATISFACTORY.

L. WHEN INSTALLING CARPET FOLLOW THE CARPET AND RUG INSTITUTE METHODS OF INSTALLATION AND MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS.

M. WHEN INSTALLING TILE FOLLOW THE TILE COUNCIL OF NORTH AMERICA'S INSTALLATION SPECIFICATIONS AND MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS.

N. CENTER FLOOR MATERIAL TRANSITIONS ON DOOR ABOVE.

O. FLOOR MATERIAL TRANSITIONS SHALL OCCUR BELOW THE DOOR.

WALLS

A. DIMENSIONS:

a. STUD WALLS ARE TO FACE OF STUD, UNLESS OTHERWISE INDICATED IN A.c. OR A.d. BELOW.

b. MASONRY WALLS ARE TO FACE OF MASONRY.

c. EXISTING CONSTRUCTION ARE TO FINISHED FACE OF CONSTRUCTION.

d. WHERE NOTED AS “CLR” DIMENSIONS ARE TO FINISHED SURFACE AND ARE CRITICAL FOR

ACCESSIBILITY REQUIREMENTS OR BUILT-IN FURNISHINGS.

B. TYPES:

a. WALLS NOT INDICATED WITH A WALL TYPE SHALL BE TYPE M30.

b. COLUMN ENCLOSURES, CHASES AND ENCLOSED UNINHABITABLE SPACES SHALL BE WALL

TYPE M31, UNLESS NOTED OTHERWISE.

c. BRACING: PROVIDE CHANNEL COLD ROLLED STEEL (CRSS) BRACING AT ALL METAL STUD

WALLS. INSTALL TWO ROWS OF BRACING 4'-0" O.C. FOR WALLS UP TO 13'-0" HIGH.

d. PROVIDE (2) #10-7/16" HEX HEAD SHEET METAL SCREWS AT EACH STUD/TRACK

CONNECTION AT ALL WALLS, BULK HEADS & SOFFITS NOT EXTENDING FLOOR TO DECK.

e. PROVIDE DEFLECTION TRACK OR CLIP AT TOP OF METAL STUD WALLS THAT EXTEND TO

THE UNDERSIDE OF STRUCTURAL MEMBERS OR FLOOR/ ROOF DECK.

f. METAL STUD WALLS IN WHICH STUDS DO NOT EXTEND TO DECK ABOVE SHALL BE LATERALLY BRACED AT 45 DEGREES TO THE STRUCTURE ABOVE WITH 3 5/8" x 20 GA. STUDS

@ 48" O.C. MAX., AND AT ENDS OF SUCH WALLS WHICH DO NOT INTERSECT OTHER WALLS.

g. PROVIDE FULL HEIGHT DOUBLE STUDS AT DOOR AND WINDOW JAMBS.

h. FIRE-RESISTANT JOINT SYSTEMS: AT FIRE-RESISTANT RATED WALLS, FLOORS OR

FLOOR/CEILING ASSEMBLIES, AND ROOFS OR ROOF/CEILING ASSEMBLIES, PROVIDE AN

APPROVED TESTED JOINT ASSEMBLY PROVIDING THE MINIMUM TIME AND TEMPERATURE

RISE AT THE WALL, FLOOR, OR ROOF SUITABLE FOR THE CONSTRUCTION WHERE THE

SYSTEM IS TO BE INSTALLED.

i. THE BOTTOM EDGE OF GYPSUM WALL BOARD SHALL BE INSTALLED 3/8" ABOVE THE FLOOR

AND SEALED AS NOTED IN WALL TYPES.

C. RATINGS:

a. SMOKE WALLS AND SMOKE BARRIERS: SMOKE WALLS AND SMOKE BARRIERS MUST FORM A

COMPLETE BARRIER TO LIMIT THE TRANSFER OF SMOKE, INCLUDING PERIMETER DETAILS,

PENETRATIONS, AND AS REQUIRED BETWEEN WALLS AND DOOR JAMBS, OR SIDELIGHT

FRAMES. THE MEMBRANE IS TO BE CONTINUOUS THROUGH ALL CONCEALED SPACES.

1. RECESSED CABINETS, OUTLET BOXES, AND OTHER PENETRATIONS MUST BE SEALED

2. OPENINGS AROUND PENETRATIONS ARE TO BE SEALED.

3. ALL EXPOSED JOINTS, ANGLES, AND ABUTMENTS IN THE SYSTEM, INCLUDING FLOOR

AND ABOVE CEILING MUST BE TAPED AND FINISHED.

4. SEAL THE INTERFACE BETWEEN WALLS AND DOOR JAMBS, OR SIDELIGHT FRAMES.

b. FIRE WALLS AND FIRE BARRIERS: FIRE WALLS AND FIRE BARRIERS MUST BE SIMILARLY

CONSTRUCTED AS A COMPLETE BARRIER TO RESIST THE SPREAD OF SMOKE AND FIRE.

PENETRATIONS MUST BE SEALED AND LABELED WITH AN APPROVED FIRE RESISTANT JOINT

SYSTEM. INSTALL A FIRE RESISTANT JOINT SYSTEM AT THE HEAD AND FLOOR CONDITION

OF FIRE RATED WALLS AND BARRIERS.

c. FIRE AND SMOKE WALL / BARRIER / WALLS LABELING: PROVIDE LABELS ABOVE ACOUSTIC

CEILINGS IN LETTERS AT LEAST 2-INCHES IN HEIGHT AND NO MORE THAN 10-LINEAL FEET

ALONG THE WALL. LABELS SHALL BE PLACED IN SUCH A MANNER AS TO BE OBVIOUS TO

WORKERS IN THE CONCEALED SPACE ON BOTH SIDES OF THE WALL AND WILL READ AS

FOLLOWS: "X" HR. FIRE [SMOKE] WALL [BARRIER] [WALL]. PENETRATIONS MUST BE FIRE

[SMOKE] STOPPED." PROVIDE LABELING AT 12'-0" O.C. SPACING. ELECTRICAL, MECHANICAL

OR PLUMBING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES SHALL

BE SEALED WITH A U.L. APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM

APPROPRIATE FOR THE RATING OF THE WALL BEING PENETRATED. SUBMIT PROPOSED U.L.

NUMBERS AND DETAILS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO

INSTALLATION.

d. ACOUSTICAL WALLS: WALLS INDICATED WITH ACOUSTICAL BATT, AND/OR A GIVEN AN STC

RATING, SHALL BE CONSTRUCTED TO MINIMIZE SOUND TRANSMISSION AS FOLLOWS:

1. PROVIDE ACOUSTICAL SEALANT AT ALL FLOOR AND HEAD LEVELS, EACH SIDE OF THE

WALLS.

2. SET TRACK IN 3 CONTINUOUS BEADS OF ACOUSTICAL SEALANT.

3. EXTEND SOUND BATTS THOROUGH ANY INTERSECTING WALLS.

4. STAGGER OUTLETS A MINIMUM OF 24 INCHES HORIZONTAL. DO NOT INSTALL MORE

THAN ONE OUTLET IN A COMMON STUD CAVITY. SEAL JOINTS AROUND OUTLETS WITH

ACOUSTICAL SEALANT.

D. GYPSUM BOARD WALL COMPONENTS AND ACCESSORIES:

a. WALL TYPES DO NOT INDICATE FINAL FINISHES. REFER TO FINISH PLANS AND FINISH

SCHEDULE.

b. GYPSUM BOARD SHALL BE TYPE “X” FIRE RATED WITH:

1. LEVEL 1 FINISH AT JOINTS WHICH WILL REMAIN CONCEALED. PROVIDE GALVANIZED

STEEL CORNER BEADS AT CORNERS.

2. LEVEL 3 FINISH WHERE WALLS EXPOSED TO VIEW SCHEDULED FOR PAINT IN SERVICE

SPACES (eg. TELE / DATA CLOSETS, MECHANICAL ROOMS, JANITOR CLOSETS, STORAGE

ROOMS).

3. LEVEL 4 FINISH WHERE EXPOSED TO VIEW UPON PROJECT COMPLETION U.N.O.

4. LEVEL 5 FINISH AT GRAPHIC CORRIDOR, AS WELL AS DRY ERASE AND CHALK BOARD

PAINTED AREAS. REFER TO FINISH LOCATION ON PLANS, AND COORDINATE WITH

DESIGNER IN THE FIELD.

c. PROVIDE MOISTURE/ MOLD / ABUSE RESISTANT GYPSUM BOARD AT WALLS IN TOILET

ROOMS, JANITORS CLOSETS AND ANY ROOM WHERE MOISTURE CONDITIONS WILL OCCUR

AND NOT RECEIVING TILE FINISH.

d. PROVIDE GLASS MATT GYPSUM BOARD AT WALLS DIRECTLY ADJACENT TO LIVING WALL

ELEMENT AND AT ALL WET AREAS (SHOWER ROOMS, COMMUNAL KITCHEN/DISHWASHER,

ETC.) GLASS MAT GYPSUM BOARD SHALL RECEIVE FIBERGLASS TAPE AND FINISH AS

RECOMMENDED BY MANUFACTURER.

e. METAL TRIM:

1. EXPOSED METAL J-TRIM TO BE COMPLETELY COVERED WITH SKIM COAT

2. NON-METALIC J-TRIM OR OTHER SHAPES ARE NOT ACCEPTABLE, UNLESS OTHERWISE

NOTED

f. LOCATIONS WHERE GYPSUM BOARD WALLS TERMINATE AT DISSIMILAR MATERIALS, PROVIDE A FINISH-ABLE METAL END TRIM AND A 1/4" GAP BETWEEN TRIM AND ADJACENT

MATERIAL. FILL GAP WITH BACKER ROD AND SEALANT.

g. PROVIDE SOLID FIRE TREATED WOOD BLOCKING IN WALL AND CEILING CONSTRUCTION AS

REQUIRED TO SUPPORT WALL MOUNTED MILLWORK AND CASEWORK, FURNISHINGS,

RAILINGS, GRAB BARS, TOILET & BATH ACCESSORIES OR ANY OTHER WALL MOUNTED

ITEMS INDICATED ON THESE DRAWINGS REQUIRING BLOCKING. REFER TO DIAGRAMS ON

DRAWING A101 FOR MOUNTING LOCATIONS OF GRAB BARS.

h. PROVIDE PAPER FACED "L" SHAPED TAPE ON TRIM AT THE TOP OF ALL GYP. BD. THAT

ABUTS SUSPENDED CEILINGS AND EXPOSED STRUCTURE.

E. CONTROL JOINTS:

a. PROVIDE IN GYPSUM WALL BOARD CONSTRUCTION AS FOLLOWS:

1. PROVIDE CONTROL JOINTS IN EXPANSES OF WALLS AT MAXIMUM 25-FOOT INTERVALS,

AND FULL HEIGHT. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS, EXTENDING

FROM DOOR HEAD TO TOP OF WALL.

2. CONTROL JOINTS ARE REQUIRED IN CEILINGS TO LIMIT AREAS TO 2,500 SQUARE FEET.

INSTALL CONTROL JOINTS IN CEILINGS TO LIMIT DIMENSIONS IN EITHER DIRECTION TO

50 FEET MAXIMUM WITH PERIMETER RELIEF, 30 FEET MAXIMUM OTHERWISE. INSTALL

CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.

3. PROVIDE CONTROL JOINTS IN GYPSUM WALL BOARD WHERE THE UNDERLYING

STRUCTURE CONTAINS A CONTROL OR MOVEMENT JOINT.

4. IN AN ACOUSTICALLY RATED ASSEMBLY, PROVIDE ACOUSTICALLY TESTED CONTROL

JOINT ASSEMBLY WITH A STC RATING MINIMALLY EQUAL TO THE WALLS STC RATING.

COORDINATE REQUIRED LOCATIONS ON FEATURE WALLS WITH DESIGNER IN THE FIELD.

METAL TRIM: EXPOSED METAL OR NON-METALLIC J-MOLD IS NOT ACCEPTABLE.

5. PROVIDE CONTROL JOINTS AT ALL BUILDING CONTROL OR EXPANSION JOINTS.

b. IN MASONRY WALLS, PROVIDE FULL HEIGHT CONTROL JOINTS AT MAXIMUM 30-FOOT

INTERVALS. CONTROL JOINTS ARE RECOMMENDED AT DOOR JAMBS OF OPENINGS

EXTENDING FULL HEIGHT OF WALL.

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

Colliers

Engineering & Design

Colliers

Engineering & Design

GRAND RAPIDS

560 5th St. NW

Suite 305

Grand Rapids, MI 49504

Phone: 616.827.4270

A R

C H

D x

PROJECT MANAGER:

DESIGNER: REVIEWER:

DISCIPLINE LEAD:

DRAWING NUMBER:

DATE ISSUED: PROJECT NUMBER:

KEY PLAN

SHEET NAME:

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

Colliers Engineering & Design.

www.colliersengineering.com

NOTE: DO NOT SCALE DRAWING FOR CONSTRUCTION.

MI ARCHITECTURE

FIRM LICENSE # NLP000605

TRUE NORTHPLAN NORTH

/1

/2

:1 :4

P

M

ATTWOOD CAFETERIA

AND KITCHEN

RENOVATIONS SO-1851

915 ATTWOOD DR

LANSING, MI 48911

C NORRIS

A001

GENERAL NOTES AND

LEGENDS

LANSING SCHOOL

DISTRICT

03/13/26 26000747A

QUALITY REQUIREMENTS:

A. CONFLICTING STANDARDS AND OTHER REQUIREMENTS: IF COMPLIANCE WITH TWO OR MORE STANDARDS OR REQUIREMENTS IS SPECIFIED AND THE STANDARDS OR REQUIREMENTS ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, INFORM THE ARCHITECT REGARDING THE CONFLICT AND OBTAIN CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. REFER CONFLICTING REQUIREMENTS THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING.

B. PREPARE AND SUBMIT CERTIFIED WRITTEN REPORTS REQUIRED. INCLUDE THE FOLLOWING:

1. PROJECT TITLE AND NUMBER AND DATE OF ISSUE. RECORD OF TEMPERATURE AND WEATHER CONDITIONS AT TIME OF SAMPLE TAKING AND

TESTING AND INSPECTION. NAME AND SIGNATURE OF LABORATORY INSPECTOR.

2. NAME, ADDRESS, TELEPHONE NUMBER, AND EMAIL ADDRESS OF TESTING AGENCY

3. DATES AND LOCATIONS OF SAMPLES AND TESTS OR INSPECTIONS.

4. TEST AND INSPECTION RESULTS AND AN INTERPRETATION OF TEST RESULTS. COMMENTS OR PROFESSIONAL OPINION ON WHETHER TESTED OR INSPECTED WORK COMPLIES WITH THE CONTRACT DOCUMENT REQUIREMENTS. RECOMMENDATIONS ON RETESTING AND REINSPECTING.

C. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING PRODUCTS OR SYSTEMS SIMILAR TO THOSE INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, AS WELL AS SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS. AS APPLICABLE, PROCURE PRODUCTS FROM MANUFACTURERS ABLE TO MEET QUALIFICATION REQUIREMENTS, WARRANTY REQUIREMENTS, AND TECHNICAL OR FACTORY-AUTHORIZED SERVICE REPRESENTATIVE REQUIREMENTS.

D. FABRICATOR QUALIFICATIONS: A FIRM EXPERIENCED IN PRODUCING PRODUCTS SIMILAR TO THOSE INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE, AS WELL AS SUFFICIENT PRODUCTION CAPACITY TO PRODUCE REQUIRED UNITS.

E. INSTALLER QUALIFICATIONS: A FIRM OR INDIVIDUAL EXPERIENCED IN INSTALLING, ERECTING, APPLYING, OR ASSEMBLING WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT, WHOSE WORK HAS RESULTED IN CONSTRUCTION WITH A RECORD OF

SUCCESSFUL IN-SERVICE PERFORMANCE.

F. TESTING AND INSPECTING AGENCY QUALIFICATIONS: AN NRTL, AN NVLAP, OR AN INDEPENDENT AGENCY WITH THE EXPERIENCE AND CAPABILITY TO CONDUCT TESTING AND INSPECTION INDICATED, AS DOCUMENTED ACCORDING TO [ASTM E329] <INSERT STANDARD>; AND WITH ADDITIONAL QUALIFICATIONS REQUIRED BY THE CONSTRUCTION DOCUMENTS; AND, WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION, THAT IS

ACCEPTABLE TO AUTHORITIES.

G. PRECONSTRUCTION TESTING: WHERE TESTING AGENCY IS INDICATED TO PERFORM PRECONSTRUCTION TESTING FOR COMPLIANCE WITH SPECIFIED REQUIREMENTS FOR PERFORMANCE AND TEST METHODS, COMPLY WITH THE FOLLOWING:

1. CONTRACTOR RESPONSIBILITIES INCLUDE THE FOLLOWING: PROVIDE TEST SPECIMENS REPRESENTATIVE OF PROPOSED PRODUCTS AND CONSTRUCTION. SUBMIT SPECIMENS IN A TIMELY MANNER WITH SUFFICIENT TIME FOR TESTING AND ANALYZING RESULTS TO PREVENT DELAYING THE WORK. WHEN TESTING IS COMPLETE, REMOVE TEST SPECIMENS AND TEST ASSEMBLIES, AND MOCKUPS UNLESS NOTED

OTHERWISE; DO NOT REUSE PRODUCTS ON PROJECT.

2. TESTING AGENCY RESPONSIBILITIES: SUBMIT A CERTIFIED WRITTEN REPORT OF EACH TEST, INSPECTION, AND SIMILAR QUALITY-ASSURANCE SERVICE TO ARCHITECT, CONTRACTOR OR CONSTRUCTION MANAGER AND COMMISSIONING AUTHORITY. INTERPRET TESTS AND INSPECTIONS AND STATE IN EACH REPORT WHETHER TESTED AND INSPECTED WORK COMPLIES WITH OR DEVIATES FROM THE CONTRACT DOCUMENTS.

H. MOCKUPS: BEFORE INSTALLING PORTIONS OF THE WORK REQUIRING MOCKUPS, BUILD MOCKUPS FOR EACH FORM OF CONSTRUCTION AND FINISH REQUIRED TO COMPLY WITH THE FOLLOWING REQUIREMENTS, USING MATERIALS INDICATED FOR THE COMPLETED WORK, TO SIZE AND LOCATION INDICATED. DEMONSTRATE THE PROPOSED RANGE OF AESTHETIC EFFECTS AND WORKMANSHIP. NOTIFY ARCHITECT, CONTRACTOR AND CONSTRUCTION MANAGER 7 DAYS IN ADVANCE OF DATES AND TIMES WHEN MOCKUPS WILL BE CONSTRUCTED AND ALLOW 7 DAYS FOR REVIEW

AND APPROVAL. OBTAIN THE APPROVAL FROM ARCHITECT, CONTRACTOR AND CONSTRUCTION MANAGER BEFORE STARTING CORRESPONDING WORK, FABRICATION, OR CONSTRUCTION. MAINTAIN MOCKUPS DURING CONSTRUCTION IN AN UNDISTURBED CONDITION AS A STANDARD FOR JUDGING THE COMPLETED WORK. DEMOLISH AND REMOVE MOCKUPS WHEN DIRECTED UNLESS OTHERWISE INDICATED.

I. QUALITY CONTROL:

1. CONTRACTOR RESPONSIBILITIES: TESTS AND INSPECTIONS ARE CONTRACTOR'S RESPONSIBILITY. PERFORM ADDITIONAL QUALITY-CONTROL ACTIVITIES, WHETHER SPECIFIED OR NOT, TO VERIFY AND DOCUMENT THAT THE WORK COMPLIES WITH REQUIREMENTS. ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM QUALITY-CONTROL SERVICES. NOTIFY TESTING AGENCIES AT LEAST [72] HOURS IN ADVANCE OF TIME WHEN WORK THAT REQUIRES TESTING OR INSPECTION WILL BE PERFORMED. COOPERATE WITH AGENCIES AND REPRESENTATIVES PERFORMING REQUIRED TESTS, INSPECTIONS, AND SIMILAR QUALITY-CONTROL SERVICES, AND PROVIDE REASONABLE AUXILIARY SERVICES AS REQUESTED.

2. TESTING AGENCY RESPONSIBILITIES: COOPERATE WITH ARCHITECT, CONTRACTOR OR CONSTRUCTION MANAGER AND COMMISSIONING

AUTHORITY IN PERFORMANCE OF DUTIES. PROVIDE QUALIFIED PERSONNEL TO PERFORM REQUIRED TESTS AND INSPECTIONS. INTERPRET TESTS AND INSPECTIONS AND STATE IN EACH REPORT WHETHER TESTED AND INSPECTED WORK COMPLIES WITH OR DEVIATES FROM REQUIREMENTS. NOTIFY ARCHITECT, CONTRACTOR OR CONSTRUCTION MANAGER AND COMMISSIONING AUTHORITY PROMPTLY OF IRREGULARITIES OR DEFICIENCIES OBSERVED IN THE WORK DURING PERFORMANCE OF ITS SERVICES.

3. CONTRACTOR AND TESTING AGENCY SHALL COORDINATE SEQUENCE OF ACTIVITIES TO ACCOMMODATE REQUIRED QUALITY-ASSURANCE AND QUALITY-CONTROL SERVICES WITH A MINIMUM OF DELAY AND TO AVOID NECESSITY OF REMOVING AND REPLACING CONSTRUCTION TO

ACCOMMODATE TESTING AND INSPECTION.

J. SPECIAL TESTS AND INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY OR SPECIAL INSPECTOR TO CONDUCT SPECIAL TESTS AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION AS THE RESPONSIBILITY OF OWNER AS INDICATED IN THE STATEMENT OF

SPECIAL INSPECTIONS, AND AS FOLLOWS:

1. VERIFYING THAT MANUFACTURER MAINTAINS DETAILED FABRICATION AND QUALITY-CONTROL PROCEDURES AND REVIEWING THE

COMPLETENESS AND ADEQUACY OF THOSE PROCEDURES TO PERFORM THE WORK.

2. NOTIFY ARCHITECT, CONTRACTOR OR CONSTRUCTION MANAGER AND COMMISSIONING AUTHORITY PROMPTLY OF IRREGULARITIES OR

DEFICIENCIES OBSERVED IN THE WORK DURING PERFORMANCE OF ITS SERVICES.

3. SUBMITTING A CERTIFIED WRITTEN REPORT OF EACH TEST, INSPECTION, AND SIMILAR QUALITY-CONTROL SERVICE TO ARCHITECT, CONTRACTOR OR CONSTRUCTION MANAGER AND COMMISSIONING AUTHORITY WITH COPY TO CONTRACTOR AND TO AUTHORITIES HAVING JURISDICTION. SUBMIT A FINAL REPORT OF SPECIAL TESTS AND INSPECTIONS AT SUBSTANTIAL COMPLETION, WHICH INCLUDES A LIST OF

UNRESOLVED DEFICIENCIES.

4. RETESTING AND REINSPECTING CORRECTED WORK.

K. ALL RETESTING/REINSPECTING: REGARDLESS OF WHETHER ORIGINAL TESTS OR INSPECTIONS WERE CONTRACTOR'S RESPONSIBILITY OR THE OWNER’S SPECIAL INSPECTIONS, PROVIDE QUALITY-CONTROL SERVICES, INCLUDING RETESTING AND REINSPECTING, FOR CONSTRUCTION THAT

REPLACED WORK THAT FAILED TO COMPLY WITH THE CONTRACT DOCUMENTS.

CONSTRUCTION WASTE MANAGEMENT:

A. DEVELOP A WASTE MANAGEMENT PLAN AND SUBMIT PLAN FOR APPROVAL WITHIN 14 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE

WORK.

B. DISTRIBUTE AND IMPLEMENT APPROVED WASTE MANAGEMENT PLAN. PROVIDE HANDLING, CONTAINERS, STORAGE, SIGNAGE, TRANSPORTATION, AND OTHER ITEMS AS REQUIRED TO IMPLEMENT WASTE MANAGEMENT PLAN DURING THE ENTIRE DURATION OF THE CONTRACT.

C. TRAIN WORKERS, SUBCONTRACTORS, AND SUPPLIERS ON PROPER WASTE MANAGEMENT PROCEDURES, AS APPROPRIATE FOR THE WORK.

D. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT WASTE MANAGEMENT OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. DESIGNATE AND LABEL SPECIFIC AREAS ON PROJECT SITE

NECESSARY FOR SEPARATING MATERIALS THAT ARE TO BE SALVAGED AND RECYCLED.

CLOSEOUT PROCEDURES:

A. CONTRACTOR'S LIST OF INCOMPLETE ITEMS: PREPARE AND SUBMIT A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (CONTRACTOR'S "PUNCH LIST"), INDICATING THE VALUE OF EACH ITEM ON THE LIST AND REASONS WHY THE WORK IS INCOMPLETE.

B. SUBMITTALS PRIOR TO SUBSTANTIAL COMPLETION: COMPLETE THE FOLLOWING A MINIMUM OF 10 DAYS PRIOR TO REQUESTING INSPECTION FOR

DETERMINING DATE OF SUBSTANTIAL COMPLETION.

1. SUBMIT A FINAL APPLICATION FOR PAYMENT.

2. CERTIFICATE OF INSURANCE: SUBMIT EVIDENCE OF FINAL, CONTINUING INSURANCE COVERAGE.

3. CERTIFIED LIST OF INCOMPLETE ITEMS: SUBMIT CERTIFIED COPY OF ARCHITECT'S SUBSTANTIAL COMPLETION INSPECTION LIST OF ITEMS TO BE COMPLETED OR CORRECTED (PUNCH LIST), ENDORSED AND DATED BY ARCHITECT. CERTIFIED COPY OF THE LIST SHALL STATE THAT EACH ITEM

HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE.

4. CERTIFICATES OF RELEASE: OBTAIN AND SUBMIT RELEASES FROM AUTHORITIES HAVING JURISDICTION, PERMITTING OWNER UNRESTRICTED USE OF THE WORK AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, OPERATING CERTIFICATES, AND SIMILAR

RELEASES.

5. SUBMIT CLOSEOUT SUBMITTALS AS REQUIRED, INCLUDING SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE

AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS.

6. SUBMIT MAINTENANCE MATERIAL SUBMITTALS SPECIFIED IN INDIVIDUAL SECTIONS, INCLUDING TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS, AND DELIVER TO LOCATION DESIGNATED BY OWNER OR OWNER’S AGENT. LABEL WITH MANUFACTURER'S NAME AND MODEL

NUMBER.

7. SUBMIT TESTING, ADJUSTING, AND BALANCING RECORDS.

8. SUBMIT CHANGEOVER INFORMATION RELATED TO OWNER'S OCCUPANCY, USE, OPERATION, AND MAINTENANCE.

9. ALL CLOSE OUT DOCUMENTS TO BE SUBMITTED TO OWNER BY SINGLE THUMB DRIVE.

C. FINAL CLEANING

1. EMPLOY EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR FINAL CLEANING. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH

MANUFACTURER'S WRITTEN INSTRUCTIONS.

2. USE CLEANING PRODUCTS THAT COMPLY WITH GREEN SEAL'S GS-37, OR IF GS-37 IS NOT APPLICABLE, USE PRODUCTS THAT

COMPLY WITH THE CALIFORNIA CODE OF REGULATIONS MAXIMUM ALLOWABLE VOC LEVELS.

3. CLEAN EXPOSED EXTERIOR AND INTERIOR HARD-SURFACED FINISHES TO A DIRT-FREE CONDITION, FREE OF STAINS, FILMS, AND

SIMILAR FOREIGN

SUBSTANCES. AVOID DISTURBING NATURAL WEATHERING OF EXTERIOR SURFACES. RESTORE REFLECTIVE SURFACES TO THEIR

ORIGINAL CONDITION.

4. VACUUM CARPET AND SIMILAR SOFT SURFACES, REMOVING DEBRIS AND EXCESS NAP; CLEAN ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS IF VISIBLE SOIL OR STAINS REMAIN.

5. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS. REMOVE GLAZING COMPOUNDS AND OTHER NOTICEABLE, VISION-OBSCURING MATERIALS. POLISH MIRRORS AND GLASS, TAKING CARE NOT TO SCRATCH

SURFACES.

6. CLEAN PLUMBING FIXTURES TO A SANITARY CONDITION, FREE OF STAINS, INCLUDING STAINS RESULTING FROM WATER

EXPOSURE.

OPERATIONS AND MAINTENANCE DATA:

A. SUBMIT EACH MANUAL IN FINAL FORM PRIOR TO REQUESTING INSPECTION FOR SUBSTANTIAL COMPLETION AND AT LEAST 10 DAYS

BEFORE COMMENCING DEMONSTRATION AND TRAINING.

B. CORRECT OR REVISE EACH MANUAL TO COMPLY WITH ARCHITECT'S AND COMMISSIONING AUTHORITY'S COMMENTS. SUBMIT COPIES

OF EACH CORRECTED MANUAL WITHIN 10 DAYS OF RECEIPT OF ARCHITECT'S AND COMMISSIONING AUTHORITY'S COMMENTS AND

PRIOR TO COMMENCING DEMONSTRATION AND TRAINING.

C. SUBMIT ON DIGITAL MEDIA ACCEPTABLE TO ARCHITECT BY UPLOADING TO WEB-BASED PROJECT SOFTWARE SITE OR BY EMAIL TO

ARCHITECT, IF WEB-BASED SOFTWARE IS NOT UTILIZED. ENABLE REVIEWER COMMENTS ON DRAFT SUBMITTALS.

1. ELECTRONIC FILES: USE ELECTRONIC FILES PREPARED BY MANUFACTURER WHERE AVAILABLE. WHERE SCANNING OF PAPER

DOCUMENTS IS REQUIRED, CONFIGURE SCANNED FILE FOR MINIMUM READABLE FILE SIZE.

2. BOOKMARK INDIVIDUAL DOCUMENTS BASED ON FILE NAMES. NAME DOCUMENT FILES TO CORRESPOND TO SYSTEM, SUBSYSTEM, AND EQUIPMENT NAMES USED IN MANUAL DIRECTORY AND TABLE OF CONTENTS. GROUP DOCUMENTS FOR EACH SYSTEM AND SUBSYSTEM INTO INDIVIDUAL COMPOSITE BOOKMARKED FILES, THEN CREATE COMPOSITE MANUAL, SO THAT RESULTING BOOKMARKS REFLECT THE SYSTEM, SUBSYSTEM, AND EQUIPMENT NAMES IN A READILY NAVIGATED FILE TREE. CONFIGURE

ELECTRONIC MANUAL TO DISPLAY BOOKMARK PANEL ON OPENING FILE.

D. ORGANIZATION OF MANUALS: UNLESS OTHERWISE INDICATED, ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR EACH SYSTEM AND SUBSYSTEM, AND A SEPARATE SECTION FOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM. PROVIDE A TITLE

PAGE AND TABLE OF CONTENTS.

1. TITLE PAGE SHALL INCLUDE:

a. SUBJECT MATTER INCLUDED IN MANUAL.

b. DATE OF SUBMITTAL.

c. NAME AND CONTACT INFORMATION FOR CONTRACTOR AND CONSTRUCTION MANAGER WHEN APPLICABLE.

d. NAME AND CONTACT INFORMATION FOR COMMISSIONING AUTHORITY.

2. EMERGENCY MANUAL: ASSEMBLE A COMPLETE SET OF EMERGENCY INFORMATION INDICATING PROCEDURES FOR USE BY EMERGENCY PERSONNEL AND BY OWNER'S OPERATING PERSONNEL FOR TYPES OF EMERGENCIES INDICATED.

3. SYSTEMS AND EQUIPMENT OPERATION MANUAL: ASSEMBLE A COMPLETE SET OF DATA INDICATING OPERATION OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. INCLUDE INFORMATION REQUIRED FOR DAILY OPERATION AND MANAGEMENT, OPERATING STANDARDS, AND ROUTINE AND SPECIAL OPERATING PROCEDURES.

4. SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS: ASSEMBLE A COMPLETE SET OF DATA INDICATING MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. INCLUDE MANUFACTURERS' MAINTENANCE DOCUMENTATION, PREVENTIVE MAINTENANCE PROCEDURES AND FREQUENCY, REPAIR PROCEDURES, WIRING AND SYSTEMS

DIAGRAMS, LISTS OF SPARE PARTS, AND WARRANTY INFORMATION.

5. PRODUCT MAINTENANCE MANUAL: ASSEMBLE A COMPLETE SET OF MAINTENANCE DATA INDICATING CARE AND MAINTENANCE OF

EACH PRODUCT, MATERIAL, AND FINISH INCORPORATED INTO THE WORK.

PROJECT RECORD DOCUMENTS:

A. RECORD PRINTS: MAINTAIN ONE SET OF MARKED-UP PAPER COPIES OF THE CONTRACT DRAWINGS AND SHOP DRAWINGS, INCORPORATING NEW AND REVISED DRAWINGS AS MODIFICATIONS ARE ISSUED.

B. MAINTAIN ONE COPY OF EACH SUBMITTAL DURING THE CONSTRUCTION PERIOD FOR PROJECT RECORD DOCUMENT PURPOSES.

POST CHANGES AND REVISIONS TO PROJECT RECORD DOCUMENTS AS THEY OCCUR; DO NOT WAIT UNTIL END OF PROJECT.

C. RECORD DIGITAL DATA FILES: IMMEDIATELY BEFORE INSPECTION FOR CERTIFICATE OF SUBSTANTIAL COMPLETION, REVIEW MARKED-UP RECORD DOCUMENTS WITH ARCHITECT, CONTRACTOR AND/OR CONSTRUCTION MANAGER. WHEN AUTHORIZED, PREPARE A FULL SET OF CORRECTED DIGITAL DATA FILES OF THE CONTRACT DOCUMENTS. SEE OPERATIONS AND MAINTENANCE

DATA SECTION ABOVE FOR SUBMISSION FORMAT REQUIREMENTS.

DEMONSTRATION AND TRAINING:

A. FACILITATOR: CONTRACTOR OR CONSTRUCTION MANAGER SHALL PREPARE INSTRUCTION PROGRAM AND TRAINING MODULES, TO COORDINATE INSTRUCTORS, AND TO COORDINATE BETWEEN CONTRACTOR AND OWNER FOR NUMBER OF PARTICIPANTS, INSTRUCTION TIMES, AND LOCATION.

B. ENGAGE QUALIFIED INSTRUCTORS TO INSTRUCT OWNER'S PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN SYSTEMS, SUBSYSTEMS, AND EQUIPMENT NOT PART OF A SYSTEM.

C. PROVIDE INSTRUCTION AT MUTUALLY AGREED-ON TIMES. FOR EQUIPMENT THAT REQUIRES SEASONAL OPERATION, PROVIDE

SIMILAR INSTRUCTION AT START OF EACH SEASON.

D. TRAINING LOCATION AND REFERENCE MATERIAL: CONDUCT TRAINING ON-SITE IN THE COMPLETED AND FULLY OPERATIONAL FACILITY USING THE ACTUAL EQUIPMENT IN-PLACE. CONDUCT TRAINING USING FINAL OPERATION AND MAINTENANCE DATA

SUBMITTALS.

E. EVALUATION: AT CONCLUSION OF EACH TRAINING MODULE, ASSESS AND DOCUMENT EACH PARTICIPANT'S MASTERY OF MODULE BY

USE A DEMONSTRATION PERFORMANCE-BASED TEST.

F. COLLECT USED AND LEFTOVER EDUCATIONAL MATERIALS AND GIVE TO OWNER. REMOVE INSTRUCTIONAL EQUIPMENT. RESTORE

SYSTEMS AND EQUIPMENT TO CONDITION EXISTING BEFORE INITIAL TRAINING USE.

GENERAL REQUIREMENTS:

SUBSTITUTION PROCEDURES:

A. SUBSTITUTIONS FOR CAUSE: CHANGES PROPOSED BY CONTRACTOR THAT ARE REQUIRED DUE TO CHANGED PROJECT CONDITIONS, SUCH AS UNAVAILABILITY OF PRODUCT, REGULATORY CHANGES, OR UNAVAILABILITY OF REQUIRED WARRANTY TERMS.

B. SUBSTITUTIONS FOR CONVENIENCE: CHANGES PROPOSED BY CONTRACTOR OR OWNER THAT ARE NOT REQUIRED IN ORDER TO MEET OTHER PROJECT REQUIREMENTS BUT MAY OFFER ADVANTAGE TO CONTRACTOR OR OWNER. SUBSTITUTIONS FOR CONVENIENCE ARE ALLOWED ONLY BY APPROVAL OF

THE OWNER OR OWNER’S AGENT.

C. SUBMIT REQUEST FOR CONSIDERATION. IDENTIFY PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED. INCLUDE PRODUCT, MATERIAL

OR SYSTEM NAME AND AFFECTED DRAWING NUMBERS AND TITLES.

D. EXECUTE ACCEPTED SUBSTITUTIONS UNDER THE SAME CONDITIONS AS OTHER WORK OF THE CONTRACT.

E. DOCUMENTATION: SHOW COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS AND THE FOLLOWING, AS APPLICABLE:

1. COST INFORMATION, INCLUDING A PROPOSAL OF CHANGE, IF ANY, IN THE CONTRACT SUM.

2. CONTRACTOR'S CERTIFICATION THAT PROPOSED SUBSTITUTION COMPLIES WITH REQUIREMENTS IN THE CONTRACT DOCUMENTS, EXCEPT AS INDICATED IN SUBSTITUTION REQUEST, IS COMPATIBLE WITH RELATED MATERIALS AND IS APPROPRIATE FOR APPLICATIONS INDICATED.

3. STATEMENT INDICATING WHY SPECIFIED PRODUCT OR FABRICATION, OR INSTALLATION METHOD CANNOT BE PROVIDED, IF APPLICABLE.

4. COORDINATION OF INFORMATION, INCLUDING A LIST OF CHANGES OR REVISIONS NEEDED TO OTHER PARTS OF THE WORK AND TO CONSTRUCTION PERFORMED BY OWNER AND SEPARATE CONTRACTORS THAT WILL BE NECESSARY TO ACCOMMODATE PROPOSED SUBSTITUTION.

5. PRODUCT DATA, INCLUDING DRAWINGS AND DESCRIPTIONS OF PRODUCTS AND FABRICATION AND INSTALLATION PROCEDURES. INCLUDE DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTIONS WITH THOSE OF THE WORK SPECIFIED. SIGNIFICANT QUALITIES MAY INCLUDE ATTRIBUTES, SUCH AS PERFORMANCE, WEIGHT, SIZE, DURABILITY, VISUAL EFFECT, SUSTAINABLE DESIGN CHARACTERISTICS, WARRANTIES, AND SPECIFIC FEATURES AND REQUIREMENTS INDICATED. INDICATE DEVIATIONS, IF ANY, FROM THE WORK SPECIFIED

6. CONTRACTOR'S WAIVER OF RIGHTS TO ADDITIONAL PAYMENT OR TIME THAT MAY SUBSEQUENTLY BECOME NECESSARY BECAUSE OF FAILURE OF

PROPOSED SUBSTITUTION TO PRODUCE INDICATED RESULTS.

F. ARCHITECT'S ACTION: IF NECESSARY, ARCHITECT WILL REQUEST ADDITIONAL INFORMATION OR DOCUMENTATION FOR EVALUATION WITHIN 7 DAYS OF RECEIPT OF A REQUEST FOR SUBSTITUTION. ARCHITECT WILL NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION OF PROPOSED SUBSTITUTION WITHIN 14 DAYS OF RECEIPT OF REQUEST, OR 7 DAYS OF RECEIPT OF ADDITIONAL INFORMATION OR DOCUMENTATION.

G. ARCHITECT WILL CONSIDER CONTRACTOR'S REQUEST FOR SUBSTITUTION WHEN THE LISTED REQUIREMENTS ARE SATISFIED. IF THE LISTED REQUIREMENTS ARE NOT SATISFIED, ARCHITECT WILL RETURN REQUESTS WITHOUT ACTION, EXCEPT TO RECORD NONCOMPLIANCE WITH LISTED

REQUIREMENTS.

H. FORMS OF ACCEPTANCE: CHANGE ORDER, CONSTRUCTION CHANGE DIRECTIVE, OR ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS FOR MINOR CHANGES IN

THE WORK.

SUBMITTAL REQUIREMENTS:

A. PREPARE SUBMITTAL SCHEDULE: SUBMIT, AS AN ACTION SUBMITTAL, A LIST OF SUBMITTALS, ARRANGED IN CHRONOLOGICAL ORDER BY DATES REQUIRED BY CONSTRUCTION SCHEDULE. INCLUDE TIME REQUIRED FOR REVIEW, ORDERING, MANUFACTURING, FABRICATION, AND DELIVERY WHEN ESTABLISHING DATES. INCLUDE ADDITIONAL TIME REQUIRED FOR MAKING CORRECTIONS OR REVISIONS TO SUBMITTALS NOTED BY ARCHITECT AND CONTRACTOR OR CONSTRUCTION MANAGER AND ADDITIONAL TIME FOR HANDLING AND REVIEWING SUBMITTALS REQUIRED BY THOSE CORRECTIONS.

B. PREPARE AND SUBMIT SUBMITTALS AS INCLUDED IN THE SUBMITTAL SCHEDULED.

C. EMAIL: PREPARE SUBMITTALS AS PDF PACKAGE AND TRANSMIT TO ARCHITECT BY SENDING VIA EMAIL. INCLUDE PDF TRANSMITTAL FORM. INCLUDE

INFORMATION IN EMAIL SUBJECT LINE AS REQUESTED BY ARCHITECT.

D. WEB-BASED PROJECT MANAGEMENT SOFTWARE: PREPARE SUBMITTALS IN PDF FORM, AND UPLOAD TO WEB-BASED PROJECT MANAGEMENT SOFTWARE WEBSITE. ENTER REQUIRED DATA IN WEB-BASED SOFTWARE SITE TO FULLY IDENTIFY SUBMITTAL.

E. ACTION SUBMITTALS AND INFORMATIONAL SUBMITTALS: REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP

BEFORE SUBMITTING TO ARCHITECT.

F. USE FOR CONSTRUCTION: RETAIN COMPLETE COPIES OF SUBMITTALS ON PROJECT SITE. USE ONLY FINAL ACTION SUBMITTALS THAT ARE MARKED WITH APPROVAL NOTATION FROM ARCHITECT'S AND CONTRACTOR’S OR CONSTRUCTION MANAGER'S ACTION STAMP.

G. SUBMITTAL INFORMATION: INCLUDE THE FOLLOWING INFORMATION IN EACH SUBMITTAL:

1. PROJECT NAME, DATE AND INDICATION OF FULL OR PARTIAL SUBMITTAL.

2. ARCHITECT’S AND CONTRACTOR’S AND/OR CONSTRUCTION MANAGER’S, FIRM OR ENTITY THAT PREPARED SUBMITTAL AND SUBCONTRACTOR, MANUFACTURER, AND SUPPLIER NAMES.

3. NUMBER AND TITLE OF SPECIFICATION SECTION, WITH PARAGRAPH NUMBER AND GENERIC NAME FOR EACH OF MULTIPLE ITEMS

4. MATERIAL OR SYSTEM NAME AND DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE.

5. IDENTIFY OPTIONS REQUIRING SELECTION BY ARCHITECT.

6. LOCATION(S) WHERE PRODUCT IS TO BE INSTALLED, AS APPROPRIATE AND OTHER NECESSARY INFORMATION.

7. ON EACH SUBMITTAL, CLEARLY INDICATE DEVIATIONS FROM REQUIREMENTS IN THE CONTRACT DOCUMENTS, INCLUDING MINOR VARIATIONS AND LIMITATIONS; INCLUDE RELEVANT ADDITIONAL INFORMATION AND REVISIONS, OTHER THAN THOSE REQUESTED BY ARCHITECT AND CONTRACTOR OR CONSTRUCTION MANAGER ON PREVIOUS SUBMITTALS. INDICATE BY HIGHLIGHTING ON EACH SUBMITTAL OR NOTING ON ATTACHED SEPARATE SHEET.

H. INCOMPLETE SUBMITTALS ARE UNACCEPTABLE, WILL BE CONSIDERED NONRESPONSIVE, AND WILL BE RETURNED FOR RESUBMITTAL WITHOUT REVIEW.

I. ARCHITECT'S ACTION: ARCHITECT WILL REVIEW INFORMATION OR DOCUMENTATION NOTIFY CONTRACTOR OF ACCEPTANCE REQUEST FOR MORE INFORMATION OR REJECTION WITHIN 14 DAYS OF RECEIPT. ARCHITECT WILL REVIEW RESUBMITTAL WITHIN 14 DAYS OF RECEIPT.

J. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS WILL BE RETURNED BY ARCHITECT WITHOUT ACTION.

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

Colliers

Engineering & Design

Colliers

Engineering & Design

GRAND RAPIDS

560 5th St. NW

Suite 305

Grand Rapids, MI 49504

Phone: 616.827.4270

A R

C H

D x

PROJECT MANAGER:

DESIGNER: REVIEWER:

DISCIPLINE LEAD:

DRAWING NUMBER:

DATE ISSUED: PROJECT NUMBER:

SHEET NAME:

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

Colliers Engineering & Design.

www.colliersengineering.com

NOTE: DO NOT SCALE DRAWING FOR CONSTRUCTION.

MI ARCHITECTURE

FIRM LICENSE # NLP000605

TRUE NORTHPLAN NORTH

/1

/2

:1 :4

P

M

ATTWOOD CAFETERIA

AND KITCHEN

RENOVATIONS SO-1851

915 ATTWOOD DR

LANSING, MI 48911

C NORRIS

A002

GENERAL

REQUIREMENTS

LANSING SCHOOL

DISTRICT

03/13/26 26000747A

MULTI PURPOSE

A-108

KITCHEN PREP

STORAGE

93S

CORRIDOR

80A

WEST EGRESS LOBBY

A-122

EAST EGRESS LOBBY

A-125

VEST

A-126

VEST

A-123

GYMNASIUM

A-124

CORR

A-80B

CORR

A-80D

SPEC ED

CLASSROOM

110K

CONF

92 EXTERIOR COURTYARD

AD141 1

STRIP MULTI-PURPOSE

ROOM CMU WALLS DOWN

TO BARE SUBSTRATE WITH

BLASTING OR CHEMICAL

PEEL.

NO WORK

A. CONTRACTOR SHALL COORDINATE REMOVAL OF FLOORS, WALLS

AND CEILINGS WITH MECHANICAL, ELECTRICAL AND PLUMBING

TRADES. ALL POWER, MECHANICAL AND PLUMBING LINES SHALL BE

REMOVED BACK TO NEAREST MAIN BRANCH LINE OR PANEL.

B. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION AND

EQUIPMENT NOTED TO REMAIN FROM DAMAGE RESULTING FROM

DEMOLITION ACTIVITIES. ANY DAMAGE TO EXISTING PROPERTY

RESULTING FROM DEMOLITION SHALL BE REPAIRED IMMEDIATELY AT

THE CONTRACTOR'S EXPENSE.

C. CONTRACTOR SHALL PROTECT ADJACENT SURFACES IN

PREPARATION OF SAW CUTTING REQUIRED FOR DEMOLITION

ACTIVITIES.

D. ALL ELECTRICAL COVER PLATES AT DEVICE LOCATIONS SHALL BE

REMOVED PRIOR TO PAINTING AND REPLACED WITH NEW.

COORDINATE WITH ELECTRICAL DRAWINGS.

GENERAL DEMOLITION NOTES

MULTI PURPOSE

A-108

KITCHEN PREP

STORAGE

93S

CORR

A-80BCORR

A-80D

CORRIDOR

80A

EAST EGRESS LOBBY

A-125

WEST EGRESS LOBBY

A-122

VEST

A-123

VEST

A-126

SPEC ED

CLASSROOM

110K

CONF

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

Colliers

Engineering & Design

Colliers

Engineering & Design

GRAND RAPIDS

560 5th St. NW

Suite 305

Grand Rapids, MI 49504

Phone: 616.827.4270

A R

C H

D x

PROJECT MANAGER:

DESIGNER: REVIEWER:

DISCIPLINE LEAD:

DRAWING NUMBER:

DATE ISSUED: PROJECT NUMBER:

KEY PLAN

SHEET NAME:

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