2500303-DR03 ADDENDUM A 2026-04-08.pdf

Ghafari Project Number: 2500303 WMAAA TLT-ART RMS Document Release 03 – ADDENDUM A Date: 04/08/26

INDEMNIFICATION:

The Contractor shall indemnify and hold Harmless the Owner, Architect, Architect’s consultants, agents and employees of any for them and against claims, damages, losses and expenses including, but not limited to attorneys’ fees, arising out of or resulting from performance of the Work.

Revision Date: 08.15.2019 Page 1 AE-DES-F-202

PROJECT NAME: Pre-K and Art Room Improvements OWNER / CLIENT: West Michigan Academy of

Arts and Academics

ISSUE DESCRIPTION: Addendum A PROJECT MGR: A. Nelson

INSTRUCTIONS

1. These documents are released by the Architect / Engineer for:

Review

Permits

Bid

Construction

X Modification of Prior Document Release (Addendum / Bulletin / Revision)

Record

Other

2. Documents: Documents included in this Release supersede and replace those of prior releases.

3. Do not proceed with Work until authorized

4. Immediately notify the following entity of Work presently underway that is affected by this Release.

X Architect / Engineer

Construction Manager

5. Drawing revisions are clouded.

6. Specifications, Bidding Requirements, and Contracting Conditions revisions show added text bold and deleted text struck through. A vertical line in the page margin appears next to each revision.

7. If a bid is requested, comply with the requirements of the Bidding Requirements or follow the procedures used by the

Construction Manager, as applicable.

8. If a price quotation is requested, quote items as listed in the "Quotation Breakdown" at the end of this release form or in accordance with the instructions of the Construction Manager, as applicable. Items are a synopsis of the work required, not an exhaustive list; include all incidental work necessary to complete each item.

Documents listed are applicable to this Document Release:

PROJECT MANUAL

Specification Sections accompanying and forming part of this issue:

X None

See Master Specification Index

DRAWINGS

Drawings accompanying and forming part of this issue:

None

X See Master Drawing Index

ATTACHMENTS

Attachments accompanying and forming part of this issue:

X None

As follows:

The Contractor shall indemnify and hold Harmless the Owner, Architect, Architect’s consultants, agents and employees of any for them and against claims, damages, losses and expenses including, but not limited to attorneys’ fees, arising out of or resulting from performance of the Work.

Revision Date: 08.15.2019 Page 2 AE-DES-F-202

DESCRIPTION OF WORK

In general terms, the work of this package includes Addendum items for the WMAAA Pre-K and Art Room Improvements project located in Spring Lake, MI.

THE DETAILED SCOPE OF WORK IS AS FOLLOWS:

CHANGES TO THE WORK

GENERAL:

• Sheet # GO0-00-00 – Cover Sheet (reissued) o Refer to revised sheet index indicating amended drawings.

STRUCTURAL:

• Sheet #SF0-01-02 (reissued) o Revised supported stoop detail 3/SF0-01-02 and added detail 4/SF0-01-02 to address coordination with existing grade.

ARCHITECTURAL:

• Sheet #AE1-01-01 (reissued) o Updated General Notes and millwork details to indicate PVC edgebanding required for millwork door and drawer fronts.

o Refer to demolition key notes and demolition plan for clarification of existing residential type exhaust fan in Toilet #102 upper gypsum board ceiling to be replaced; roof vent cap may remain for reuse or replace if not in good working condition.

o Refer to Floor Plan Pre-K and revised Key Note 11: Revised supported stoop to provide handrails, trench drain, stair and short connecting sidewalk to address grade elevation above finished floor, and restoration of grading and wood chips.

o Added Detail 9 – Handrail Detail as provided.

BIDDER QUESTIONS:

The following are questions received from potential bidders, followed by responses provided to present clarification to the bid documents.

“Question #1.” Is the prevailing wage rates the State required local rates or Federal Davis-Bacon Act wage requirements?

Response #1. Contractor to comply with the State of Michigan prevailing wage rates. The project is not federally funded. Refer to the

State of Michigan official rate schedules that can be found on the Labor and Economic Opportunity (LEO) website. The selected contractor’s contract shall include the following contract language: “The wages and fringe benefits paid to construction mechanics

[…] by the contractor and all subcontractors must not be less than the prevailing rates in the locality where the work is performed.“.

END OF DOCUMENT RELEASE

The Contractor shall indemnify and hold Harmless the Owner, Architect, Architect’s consultants, agents and employees of any for them and against claims, damages, losses and expenses including, but not limited to attorneys’ fees, arising out of or resulting from performance of the Work.

Revision Date: 08.15.2019 Page 3 AE-DES-F-202

DISTRIBUTION LIST

Owner: WMAAA Full Size Half Size Specifications Electronic

Maggie Malone x

Ghafari Associates, LLC

Adam Nelson x

Other:

Potential Bidders x

The Contractor shall indemnify and hold Harmless the Owner, Architect, Architect’s consultants, agents and employees of any for them and against claims, damages, losses and expenses including, but not limited to attorneys’ fees, arising out of or resulting from performance of the Work.

Revision Date: 08.15.2019 Page 4 AE-DES-F-202

LIST OF DOCUMENT RELEASES

DATE DOC REL DESCRIPTION

03/24/26 01 ISSUE FOR BIDS (IFB)

03/24/26 02 ISSUE FOR PERMIT (IFP)

04/08/26 03 ADDENDUM A

DN DN

DN

RIDGE AVE

U S-

ZINNIE LN

HAZEL S

T

17350 HAZEL STREET

SPRING LAKE, MI 49456

● ISSUED

○ ISSUED FOR REFERENCE ONLY

INDEX LEGEND

ART-1

ART-2

SENSORY ROOM

PRE-KINDERGARTEN

AND TOILET ROOMS

A.

B.

C.

NOTE:

GENERAL LOCATION OF WORK SCOPE AREAS CIRCLED.

NOT ALL WORK SCOPE MAY BE CONTAINED WHERE SHOWN; COORDINATE ALL WORK

AND BUILDING SYSTEMS REQUIRED FOR THE PROJECT.

REFER TO ALL CONTRACT DOCUMENTS, INCLUDING DESIGN-BUILD REQUIREMENTS.

PROJECT IMAGE PROJECT TEAM

LOCATION MAP

N.T.S.

PROJECT DESCRIPTION LOCATION MAPPROJECT NAME AND ADDRESS

FACILITY IMPROVEMENTS TO ADD PRE-KINDERGARTEN TOILETS,

SINK CABINETS, AND EXTERIOR EGRESS DOOR, CONCRETE STOOP,

AND PLAYGROUND RELOCATED EQUIPMENT, ADD A UNISEX TOILET

FOR GENERAL USE, AND REPLACEMENT OF ART ROOM SINKS AND

CABINETS.

MECHANICAL HEATING AND VENTILATION MODIFICATIONS,

INCLUDING TOILET ROOM EXHAUST, COORDINATED WITH DESIGN-

BUILD MECHANICAL CONTRACTOR.

PLUMBING MODIFICATIONS, INCLUDING NEW UNDERGROUND

SANITARY, ART SINKS WITH A SEDIMENT SEPARATOR TRAP, AND

HOT AND COLD WATER LINES, COORDINATED WITH DESIGN-BUILD

PLUMBING CONTRACTOR.

ELECTRICAL MODIFICATIONS, INCLUDING LIGHTING, EMERGENCY

LIGHTING, FIRE ALARM, AND POWER, COORDINATED WITH THE

DESIGN-BUILD ELECTRICAL CONTRACTOR.

SECURITY MODIFICATIONS, INCLUDING BURGLAR ALARM CONTACTS,

WIRING, AND CONTROLS, BY DESIGN-BUILD CONTRACTOR;

SUBCONTRACT OWNER'S SECURITY VENDOR.

CONTRACTOR TO PROVIDE MEP/FIRE ALARM/SECURITY DRAWINGS.

CITY SUBMITTALS

1.

1.

2.

3.

4.

LIST OF CITY SUBMITTALS

PERMITS

LIST OF DEFERRED CITY SUBMITTALS

PLUMBING ENGINEERING IS DESIGN-BUILD BY CONTRACTOR.

MECHANICAL ENGINEERING IS DESIGN-BUILD BY CONTRACTOR.

ELECTRICAL ENGINEERING IS DESIGN-BUILD BY CONTRACTOR

FIRE ALARM SYSTEM ENGINEERING IS DESIGN-BUILD BY

CONTRACTOR.

PROJECT INFORMATION

G H

AF

AR

I A

SS

O C

IA

TE

S

TEL +1.616.771.0909

37 OTTAWA AVENUE NW

SUITE 700

www.ghafari.com

GRAND RAPIDS, MI 49503-2900 USA

ARCHITECT

STRUCTURAL ENGINEER

4/ 7/

:5

6:

P M

PROJECT NUMBER: 2500303

ISSUED FOR: ADDENDUM A

ISSUE DATE: 04/08/26

Pre-K and Art Room Improvements 17350 Hazel Street

Spring Lake, MI 49456

00-0-02

DRAWING INDEX - PROJECT

/2

4/

D

O C

R

EL

- I

FB

/2

4/

D

O C

R

EL

- I

FP

/0

8/

D

O C

R

EL

- A D

D

EN

D U

M A

SHEET # SHEET TITLE

00 GENERAL INFORMATION

● ● ● GO0-00-00 COVER SHEET

● ● GO0-00-01 GENERAL INFORMATION PROJECT INFORMATION

● ● GO0-00-02 GENERAL INFORMATION PROJECT INFORMATION AND CODE SUMMARY

60 STRUCTURAL

● ● SF0-01-01 STRUCTURAL NOTES

● ● ● SF0-01-02 SPECIAL INSPECTIONS AND STRUCTURAL DETAILS

70 ARCHITECTURAL

● ● AO0-00-01 ARCHITECTURAL GENERAL INFORMATION PROJECT NOTES

● ● AO0-00-02 ARCHITECTURAL GENERAL INFORMATION PROJECT NOTES

● ● AO0-00-03 ARCHITECTURAL GENERAL INFORMATION PROJECT NOTES

73 ARCHITECTURAL ELEMENTS

● ● ● AE1-01-01 ARCHITECTURAL FLOOR AND CEILING PLANS, INTERIOR ELEVATIONS

● ● AE7-00-01 ARCHITECTURAL SCHEDULES AND DETAILS

SCALE:

NORTH

1/32" = 1'-0"

COMPOSITE WORK SCOPE LOCATION PLAN

1. SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF THE IBC CHAPTER 17. THE OWNER SHALL

ENGAGE AN APPROVED AGENCY TO PERFORM THIS SERVICE.

2. PROJECT DESIGN BASIS RELEVANT TO SPECIAL INSPECTION REQUIREMENTS:

• SEISMIC DESIGN CATEGORY (SDC) IS B

• WIND EXPOSURE CATEGORY IS C

• THE NOMINAL DESIGN WIND SPEED IS 114 MPH

• RISK CATEGORY IS III.

3. SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH:

• AISC 360, CHAPTER N

4. SPECIAL INSPECTION OF MASONRY SHALL BE IN ACCORDANCE WITH TMS402/602

• PROVIDE LEVEL 2 QUALITY ASSURANCE (TMS 402 TABLE 3.1.)

5. SPECIAL INSPECTION OF CONCRETE CONSTRUCTION SHALL BE AS INDICATED IN TABLE 1705.3

(PROVIDED ON THIS SHEET) IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1705.3.

6. OWNER SHALL ENGAGE A REGISTERED DESIGN PROFESSIONAL FOR VISUAL OBSERVATIONS OF THE

STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS.

7. SPECIAL INSPECTION OF EXTERIOR INSULATION AND FINISH SYSTEMS IN ACCORDANCE WITH

SECTION 1705.16

1. INSPECTION OF REINFORCING STEEL, INCLUDING

PRESTRESSING TENDONS, AND PLACEMENT

- X

2. INSPECTION OF REINFORCING STEEL WELDING:

- X

3. INSPECTION OF ANCHORS CAST IN CONCRETE X

CONTINUOUS

DURING TASK

PERIODIC

DURING TASK

4. INSPECTION OF ANCHOR POST-INSTALLED IN HARDENED

CONCRETE MEMBERS

5. VERIFYING USE OF REQUIRED DESIGN MIX. - X

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE TEMPERATURE OF CONCRETE

X -

7. INSPECTION OF CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

X -

- X

9. INSPECTION FOR PRESTRESSED CONCRETE:

A. APPLICATION OF PRESTRESSING FORCES

B. GROUTING OF BONDED PRESTRESSING TENDONS

X -

X -

10. ERECTION OF PRECAST CONCRETE MEMBERS.

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF CONCRETE MEMBER BEING FORMED.

11. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO

STRESSING OF TENDONS IN POST-TENSIONED CONCRETE

AND PRIOR TO REMOVAL OF SHORES AND FORMS

FROM BEAMS AND STRUCTURAL SLABS.

- X

- X

- X

REFERENCED

STANDARD

IBC

REFERENCE

ACI 318:

CH. 20, 25.2, 25.3,

26.6.1-26.6.3 1908.4

AWS D1.4

ACI 318: 26.6.4

ACI 318: 17.8.2

ACI 318:

17.8.2.4

ACI 318:

CH. 19, 26.4.3, 26.4.4

1904.1, 1904.2, 1908.2, 1908.3

ASTM C 172

ASTM C 31

ACI 318: 26.5, 26.12

1908.10

ACI 318: 26.5 1908.6, 1908.7,

1908.8

ACI 318:

26.5.3-26.5.5 1908.9

ACI 318: 26.10 -

ACI 318: 26.8

ACI 318: 26.10.2

ACI 318: 26.10.1b

- X

X -

A. WELDABILITY OF REINFORCING BARS OTHER

THAN ASTM A 706

B. INSPECT SINGLE-PASS FILLET WELDS (MAXIMUM 5/16")

C. INSPECT ALL OTHER WELDS NOT LISTED IN TABLE

1705.3 ITEM 2B

ACI 318: 17.8.2

-X

X-

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS

NOT DEFINED IN TABLE 1705.3 ITEM 4A

ACI 318: 26.9 -

SPECIAL INSPECTIONS AND TESTS

OF CONCRETE CONSTRUCTION

(IBC TABLE 1705.3)

INSPECTION TASK

1. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

LEVEL 1

NRa. PROPORTIONS OF SITE-PREPARED MORTAR

MASONRY SPECIAL INSPECTION REQUIREMENTS MINIMUM (TMS 602 TABLE 4)

FREQUENCY (a) REFERENCE FOR CRITERIA

LEVEL 2 LEVEL 3 TMS 402 TMS 602

P P ART. 2.1, 2.6 A, & 2.6 C

NRb. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES P P ART. 2.4, B & 2.4 H

ART. 3.4 & 3.6 A

ART. 3.6 B

ART. 2.1 C.1

ART. 1.6 D

P

P

C

C

P

P

C(b)/P(c)

P

NR

NR

NR

NR

c. GRADE, TYPE AND SIZE OF REINFORCEMENT, CONNECTORS, ANCHOR BOLTS,AND

PRESTRESSING TENDONS AND ANCHORAGES

d. PRESTRESSING TECHNIQUE

e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY

f. SAMPLE PANEL CONSTRUCTION

2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

NRa. GROUT SPACE P C ART. 3.2 D & 3.2 F

NRb. PLACEMENT OF PRESTRESSING TENDONS AND ANCHORAGES P P ART. 2.4,& 3.6

ART. 3.2 E & 3.4

ART. 2.6 B & 2.4 G.1.b

C

P

P

P

NR

NR

c. PLACEMENT OF REINFORCEMENT, CONNECTOR, AND ANCHOR BOLTS

d. PROPORTIONS OF SITE-PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS

3. VERIFY COMPLIANCE OF THE FOLLOWING DURING CONSTRUCTION:

NRa. MATERIALS AND PROCEDURES WITH THE APPROVED SUBMITTALS P P ART. 1.5

NRb. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION P P ART. 3.3 B

ART. 3.3 FP

C

P

P

NR

NR

c. SIZE AND LOCATION OF STRUCTURAL MEMBERS

d. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE

OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION

e. WELDING OF REINFORCEMENT

f. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER

(TEMPERATURE BELOW 40°F (4.4°C)) OR HOT WEATHER (TEMPERATURE ABOVE 90°F(32.2°C))

g. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE

I. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS

h. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE

NR

NR

NR

NR

NR

NR

C

P

C

C

P

C(b)/P(c)

C

P

C

C

C

C4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS

SEE. 10.8 & 10.9

SEE. 6.1, 6.3.1,

6.3.6, & 6.3.7

SEE. 1.2.1(e), 6.2.1, & 6.3.1

SEE. 6.1.6.1.2

ART. 1.8 C & 1.8 D

ART. 3.6 B

ART. 3.5 & 3.6 C

ART. 3.3 B.9

& 3.3 F.1.b

ART. 1.4 B.2.a.3,

1.4 B.2.b.3,

1.4 B.2.c.3,

1.4 B.3, & 1.4 B.4

(a) FREQUENCY REFERS TO THE FREQUENCY OF INSPECTION, WHICH MAY BE CONTINUOUS DURING THE LISTED TASK OR PERIODICALLY DURING THE LISTED TASK, AS DEFINED IN THE TABLE.

NR=NOT REQUIRED, P=PERIODIC, C=CONTINUOUS

(b) REQUIRED FOR THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY.

(c) REQUIRED AFTER THE FIRST 5000 SQUARE FEET (465 SQUARE METERS) OF AAC MASONRY.

TESTING OF STRUCTURAL STEEL (IBC 1705.2.1)

AISC 360 TABLE N5.4-1- INSPECTION TASKS PRIOR TO WELDING

SPECIAL INSPECTIONS AND NON DESTRUCTIVE

VERIFICATION AND INSPECTION QUALITY CONTROL

1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE. P

2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE.

3. MATERIAL IDENTIFICATION. (TYPE/GRADE)

4. WELDER IDENTIFICATION SYSTEM¹

5. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

• JOINT PREPARATION

• DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

• BACKING TYPE AND FIT ( IF APPLICABLE)

6. CONFIGURATION AND FINISH OF ACCESS HOLES.

7. FIT-UP OF FILLET WELDS

• DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

• CLEANLINESS (CONDITION OF STEEL SURFACES)

• TACKING (TACK WELD QUALITY AND LOCATION)

8. CHECK WELDING EQUIPMENT

¹ THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A

JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYP,

QUALITY ASSURANCE

P

AISC 360 TABLE N5.4-2- INSPECTION TASKS DURING WELDING

VERIFICATION AND INSPECTION QUALITY CONTROL

1. USE OF QUALIFIED WELDERS

2. CONTROL AND HANDLING OF WELDING CONSUMABLES

• PACKAGING

• EXPOSURE CONTROL

3. NO WELDING OVER CRACKED TACK WELDS

4. ENVIRONMENTAL CONDITIONS

• WIND SPEED WITHIN LIMITS

• PRECIPITATION AND TEMPERATURE

5. WPS FOLLOWED

• SETTINGS ON WELDING EQUIPMENT

• TRAVEL SPEED

• SELECTED WELDING MATERIALS

• SHIELDING GAS TYPE/FLOW RATE

• PREHEAT APPLIED

• INTERPASS TEMPERATURE MAINTAINED (MIN/MAX)

• PROPER POSITION (F, V, H OH)

6. WELDING TECHNIQUES

• INTERPASS AND FINAL CLEANING

• EACH PASS WITHIN PROFILE LIMITATIONS

• EACH PASS MEETS QUALITY REQUIREMENTS

QUALITY ASSURANCE

AISC 360 TABLE N5.4-3- INSPECTION TASKS AFTER WELDING

VERIFICATION AND INSPECTION QUALITY CONTROL

1. WELDS CLEANED

2. SIZE, LENGTH AND LOCATION OF WELDS

4. ARC STRIKES

3. WELDS MEET VISUAL ACCEPTANCE CRITERIA

• CRACK PROHIBITION

• WELD/BASE-METAL FUSION

• CRATER CROSS SECTION

• WELD PROFILES

• WELD SIZE

• UNDERCUT

• POROSITY

5. k-AREA¹

6. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

QUALITY ASSURANCE

7. REPAIR ACTIVITES

8. DOCUMENT ACCEPTANCE OR REJECTION OF WELD JOINT OR MEMBER

¹WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA FOR CRACKS WITHIN 3 IN. (75mm) OF THE WELD.

AISC 360 TABLE N5.6-1- INSPECTION TASKS PRIOR TO BOLTING

VERIFICATION AND INSPECTION QUALITY CONTROL

1. MANUFACTURERS CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS

2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

3. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF

THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)

5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND

HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND

DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

QUALITY ASSURANCE

7. PROPER STORAGE PROVIDED FOR BOLTS , NUTS, WASHERS AND OTHER FASTENER COMPONENTS.

AISC 360 TABLE N5.6-2- INSPECTION TASKS DURING BOLTING

VERIFICATION AND INSPECTION QUALITY CONTROL

1. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS

(IF REQUIRED) ARE POSITIONED AS REQUIRED

2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE-TENSIONING OPERATION.

4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES

QUALITY ASSURANCE

AISC 360 TABLE N5.6-3- INSPECTION TASKS AFTER BOLTING

VERIFICATION AND INSPECTION QUALITY CONTROL

1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS

QUALITY ASSURANCE

TABLE N6.1- INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT

VERIFICATION AND INSPECTION QUALITY CONTROL

1. PLACEMENT AND INSTALLATION OF STEEL DECK

QUALITY ASSURANCE

2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS

P

P

P

P

P

P

P

P

P

P

P

P

P

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

P

3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O

O

O

O

O

O

O

O

O

O

O

O

O

P

P

P

P

P

P

P

P

P

P

P

P

O

O

O

O

O

O

O

O

O

O

PRIOR TO CONSTRUCTION, VERIFICATION OF COMPLIANCE OF SUBMITTALS.

LEVEL 1

NR

MINIMUM VERIFICATION

PRIOR TO CONSTRUCTION, VERIFICATION OF f ' m AND f ' AAC, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE.

MASONRY VERIFICATION REQUIREMENTS MINIMUM (TMS 602 TABLE 3)

REQUIRED FOR

QUALITY ASSURANCE(a)

REFERENCE

FOR CRITERIA

LEVEL 2 LEVEL 3 TMS 602

ART. 1.4 B

NR

DURING CONSTRUCTION, VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY

INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT IS DELIVERED

TO THE PROJECT SITE.

ART. 1.5 & 1.6.3

ART. 1.4 B

ART. 1.4 B

NR

NR

DURING CONSTRUCTION, VERIFICATION OF f ' m AND f ' AAC, FOR EVERY 5,000 sq.ft. (465 sq.m).

DURING CONSTRUCTION, VERIFICATION OF PROPORTIONS OF MATERIALS AS

DELIVERED TO THE PROJECT SITE FOR PREMIXED OR PREBLENDED MORTAR,

PRESTRESSING GROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT.

(a) R=REQUIRED, NR=NOT REQUIRED

R R R ART. 1.5

R

R

R

R

R

R

NR

NR

O

P PERFORM

O OBSERVE

SPECIAL INSPECTIONS AND TESTS

SUGGESTED CONSTRUCTION SEQUENCE :

1. GROUT JAMB AS SHOWN.

2. SAWCUT HALF WIDTH OF CMU WALL.

EXIST CMU TO

BE REMOVED

EXIST CMU

TO REMAIN

(2) L6 X 3-1/2 X 5/16

UP TO 4' - 0" OPENING

BREAK OUT FACE SHELL

AS REQUIRED AND

GROUT SOLID FULL

HEIGHT TO TOP OF

ANGLE

8"

SEE SCHEDULE

SE

E

SC

H

ED

U

LE

EXISTING HEADER TO REMAIN,

VERIFY ELEVATION IN FIELD

EXISTING WOOD TRUSSES TO

REMAIN

EXISTING 2X6 WOOD JAMBS

TO REMAIN. VERIFY STUD

SIZE IN FIELD

NEW 2X6 JAMB EA SIDE OF

DOOR ROUGH OPENING w/

SIMPSON A34 CLIP T&B

EXISTING SINGLE OR

DOUBLE BOTTOM SILL

PLATE, VERIFY IN FIELD

NEW 1/2" DIA SIMPSON TITEN HD

ANCHOR CENTERED IN SILL PLATE

MIN 4-1/2" EMBEDMENT INTO CMU

8" MIN

1'-0" MAX

NEW 1/2" DIA SIMPSON TITEN HD

ANCHOR CENTERED IN SILL PLATE

MIN 4-1/2" EMBEDMENT INTO CMU

SAW CUT MASONRY @ NEW

DOOR OPENING. ALIGN WITH

EXISTING CELLS. VERIFY JAMBS

ARE GROUTED SOLID IN FIELD.

GROUT CMU CELLS AS REQUIRED

EX MASONRY TO

BE REMOVED

8" MIN

1'-0" MAX

VERIFY EXISTING SILL TO CMU

ANCHORAGE, CONTACT EOR IF

EXISTING ANCHORAGE CONFLICTS

w/ NEW SIMPSON ANCHORS

EXISTING SOLID GROUTED

MASONRY TOP CELL. VERIFY IN

FIELD; CONTACT EOR IF CELL IS

HOLLOW

EXISTING SPLIT FACE CMU

TO REMAIN

EX WINDOW TO

BE REMOVED

SF0-01-02

FIN FLOOR

#4 DOWEL @ 8" OC TYP

ADHESIVE DOWEL W/ HILTI

HY-200 INTO EXISTING

FOUNDATION WALL MIN 6"

NEW 5" MIN EXTERIOR

SLAB ON GRADE w/ #4

BAR @ 8" OC, EW

EXISTING FOUNDATION

WALL, VERIFY TOP OF WALL

ELEVATION IN FIELD

EXISTING INTERIOR

SLAB ON GRADE

8" (v

NEW ISOLATION

JOINT WITH SEALANT

EXITING CMU WALL

BEYOND

R

IS

ER

PREFABRICATED TRENCH DRAIN,

SEE ARCHITECTURAL PLAN

1" TREAD#3 NOSING BAR,

TYP

#4 DOWEL @ 8" OC

1'-0" 1'-0"

EXISTING STORM DRAIN

SLOPE

" M

IN

4" VOID FORM8" GRADE WALL,

3 SIDES

(2) #5 BAR, T&B

6" M

IN

#4 @ 8" OC EW

2"

SLOPE

#4 @ 8" OC, EW

(2) CONT #5 BAR,

TYP @ CURB

#4 @ 12" OC, TYP

@ CURB

8" TYP

10" +/- VERIFY FINAL

HEIGHT IN FIELD

CHAMFER EXPOSED

CORNERS

4" VOID FORM42

" M

IN

M

IN5"

8"

8" GRADE WALL,

3 SIDES

(2) #5 BAR, T&B

#4 DOWEL @ 8" OC

2"

SCALE: 3/4" = 1'-0"

1 ELEVATION AT NEW EXTERIOR DOOR

SCALE: 3/4" = 1'-0"

TYPICAL LINTEL OPENING IN EXIST

NON LOAD BEARING CMU WALL

SCALE: 3/4" = 1'-0"

3 SECTION @ NEW DOOR SLAB ON GRADE

DRAWN BY

SHEET TITLE

PROJECT MANAGER

QUALCHECK

DESIGNED BY

PROJECT #

SHEET NUMBER

1"=1000'-0" 0 1000' 2000'

1"=500'-0" 0 500' 1000'

1"=400'-0" 0 400' 800'

1"=200'-0" 0 200' 400'

1"=100'-0" 0 100' 200'

1"=80'-0" 0 80' 160'

1"=60'-0" 0 60' 120'

1"=50'-0" 0 50' 100'

1"=40'-0" 0 40' 80'

1"=30'-0" 0 30' 60'

1"=20'-0" 0 20' 40'

1"=10'-0" 0 10' 20'

16"=1'-0"

0 16' 32'

32"=1'-0" 0 16' 32'

8"=1'-0"

0 8' 16'

16"=1'-0" 0 8' 16'

4"=1'-0"

0 4' 8'

8"=1'-0" 0 4' 8'

2"=1'-0"

0 2' 4'

4"=1'-0" 0 2' 4'

1"=1'-0" 0 1' 2'0 1' 2'

"=1'-0"1 21 1

32"=1'-0" 0 32' 64'

G H

AF

AR

I A

SS

O C

IA

TE

S

REGISTRATION SEAL

CONSULTANT INFORMATION

westmichiganacademy.org www.ghafari.com

GRAND RAPIDS, MI 49503-2900 USA

TEL +1.616.771.0909

37 OTTAWA AVENUE NW

SUITE 700

A. NELSON

4/ 7/

:5

6:

P M

2500303

M. KIEMEL

M. KIEMEL

SF0-01-02

J. MITCHELL

Pre-K and Art Room Improvements

17350 Hazel Street Spring Lake, MI 49456

SPECIAL INSPECTIONS

AND STRUCTURAL

DETAILS

73-1-03

NOT FOR

CONSTRUCTIO

N

REV DATE DOC REL ## - DESCRIPTION

03/24/26 DOC REL 01 - IFB

03/24/26 DOC REL 02 - IFP

A 04/08/26 DOC REL 03 - ADDENDUM A

SCALE:SF0-01-02 3/4" = 1'-0"

4 SECTION @ ENTRY CURB

A

UP

DN

FLOOR PLAN LEGEND

AREA OF WORK

AREA NOT IN CONTRACT

1 HOUR RATED

2 HOUR RATED

EXISTING CONSTRUCTION

TO BE REMOVED

EXISTING CONSTRUCTION

TO REMAIN

DEMOLITION PLAN GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

WHERE PORTIONS OF WALLS AND CEILINGS ARE REMOVED,

RESTORE THE REMAINING PORTIONS TO MATCH THE ORIGINAL

CONSTRUCTION INCLUDING SMOKE AND FIRE RATINGS.

WHERE WALLS, PARTITIONS AND CEILINGS ARE REMOVED, EXTEND

EXISTING FLOOR, WALL AND CEILING FINISHES. PATCH AND REPAIR

ALL SUBSTRATES TO PROVIDE AN EVEN SURFACE FOR A UNIFORM

FINISHED APPEARANCE. IF EXISTING FINISHES CAN NOT BE

EXTENDED, TO THE SATISFACTION OF THE OWNER AND ARCHITECT,

REMOVE AND REPLACE FINISHES WITH NEW MATERIALS.

FLOOR OPENINGS: PATCH TO MATCH ADJACENT SURFACES AND

FIRE SEPARATION RATINGS OF EXISTING FLOOR ASSEMBLY.

MASONRY WALLS: RESTORE REMAINING MASONRY WALLS TO

ORIGINAL CONDITION. MASONRY WALLS SHALL BE REBUILT USING

NEW CMU TO MATCH THE EXISTING MATERIALS, SIZES, THICKNESS,

INCLUDING BONDING, COURSING AND COLOR. TOOTH NEW

MASONRY INTO EXISTING UNLESS NOTED OTHERWISE. SUBMIT

SAMPLES TO ARCHITECT/ENGINEER AND OWNER FOR APPROVAL.

CEILINGS: REMOVE AS INDICATED INCLUDING FRAMING AND

SUPPORT MEMBERS, HANGERS, AND OTHER RELATED ITEMS.

COORDINATE WITH OTHER TRADES TO CONFIRM SCOPE AND

EXTENTS OF DEMOLITION FOR BUILDING UTILITIES. REFER TO

MECHANICAL, ELECTRICAL AND SPECIAL SYSTEM DRAWINGS FOR

ADDITIONAL INFORMATION.

FURNISHINGS, FIXTURES AND EQUIPMENT: REMOVE OR RELOCATE

ITEMS LEFT BY OWNER. INCLUDE REMOVAL OF FREE-STANDING

AND WALL MOUNTED ITEMS. COORDINATE WITH OWNER FOR ITEMS

TO BE SAVED AND RETURNED TO OWNER.

SIGNAGE: REMOVE WALL MOUNTED SIGNAGE, PLAQUES, DISPLAY

CASES, ETC. SALVAGE FOR REUSE AS REQUIRED OR INDICATED.

FLOORING: WHERE MULTIPLE LAYERS OF FLOORS EXIST REMOVE

ALL LAYERS TO EXPOSE CONCRETE SLAB OR UNDERLYING

SUBSTRATE, UNLESS OTHERWISE NOTED. VERIFY IN FIELD.

FIRE RATED ASSEMBLIES: REPAIR ALL REMAINING FIRE-RATED

ASSEMBLIES DAMAGED DURING DEMOLITION TO ORIGINAL FIRE

PROTECTION REQUIREMENTS. CONTACT THE ARCHITECT TO VERIFY

U.L. ASSEMBLIES TO BE USED FOR REPAIRS.

DEMOLITION ROOF PLAN GENERAL NOTES

1.

2.

3.

REMOVE ANY ITEMS NOT SPECIFICALLY IDENTIFIED TO BE REMOVED

WHICH MUST OBVIOUSLY BE DEMOLISHED FOR ROOF WORK TO

TAKE PLACE. VERIFY WITH ARCHITECT IF NECESSARY.

CONTRACTOR SHALL FURNISH NECESSARY TEMPORARY

PROTECTION OF BUILDING INTERIOR FROM ELEMENTS OF WEATHER

AT ALL TIMES.

EXTEND ALL PLUMBING VENTS AND MECHANICAL EQUIPMENT CURBS

TO A MINIMUM 12" HEIGHT ABOVE FINISH ROOFING. ALL FITTINGS TO

BE WATER TIGHT.

FLOOR PLAN GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

INTERIOR PARTITIONS ARE DIMENSIONED TO THE FACE OF

PARTITIONS. CONTRACTOR SHALL COORDINATE FINAL DIMENSIONS

WITH THE FINISH SCHEDULE WHEN CRITICAL TO THE INSTALLATION

OF MILLWORK, CASEWORK, FIXTURES, OR EQUIPMENT.

ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE

PROCEEDING WITH THE WORK. THE ARCHITECT SHALL BE NOTIFIED

OF ANY DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR

DIMENSIONS FOR OUT-OF-SEQUENCE WORK.

DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO

BE CENTERED BETWEEN WALLS OR POSITIONED WITH ONE JAMB 4"

FROM AN ADJACENT WALL OR COLUMN AS SHOWN ON THE PLANS

AND/OR DETERMINED FROM THE DETAILS.

CRITICAL "HOLD" OR "CLEAR" DIMENSIONS ARE TO FACE OF WALL

FINISHES AND ARE IDENTIFIED ON DOCUMENTS.

DIMENSIONS FOR MASONRY CONSTRUCTION ARE NOMINAL AND DO

NOT INCLUDE SURFACE FINISHES.

RECEIVE CERTIFIED OR APPROVED EQUIPMENT DRAWINGS PRIOR

TO PROCEEDING WITH AFFECTED WORK.

VERIFY LOCATIONS AND SIZES OF OPENINGS, CURBS, BASES AND

ANCHOR BOLTS WITH OTHER TRADES.

WHERE ENLARGED PLANS ARE REFERENCED, REFER TO ENLARGED

PLAN FOR WALL TYPES, DIMENSIONS, AND SUPPLEMENTARY

INFORMATION.

REFER TO WALL TYPES FOR NON-LOAD BEARING INTERIOR

PARTITIONS. WALL THICKNESSES LISTED ARE ACTUAL AND DO NOT

INCLUDE SURFACE FINISHES.

REFER TO ROOM FINISH SCHEDULE AND/OR PLANS FOR INTERIOR

FINISHES.

REFER TO LIFE SAFETY DRAWINGS FOR SPECIFIC INFORMATION

RELATED TO OCCUPANT COUNTS, EXITING AND WALL RATINGS.

REFER TO THE APPROVED SUBMITTAL DRAWINGS FOR FIXTURES,

EQUIPMENT, FURNITURE AND FURNISHING DIMENSIONS AND OTHER

DETAILED INFORMATION.

ALL MILLWORK EDGING FOR DOORS AND DRAWER FRONTS TO BE

3MM PVC EDGEBANDING MATCHING LAMINATE.

ROOF PLAN GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

ROOFING INSTALLATION SHALL ACCOMMODATE ALL EQUIPMENT AND

OTHER ITEMS WHICH WILL BE INSTALLED ON THE ROOF, REFER TO

MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGS FOR

ADDITIONAL INFORMATION. PROVIDE FLASHINGS AND ACCESSORIES

AS REQUIRED FOR COMPLETE INSTALLATION.

PROVIDE FLASHINGS AT ALL ROOF PENETRATIONS AND SEAL FOR

WEATHERTIGHT CONDITION; VERIFY QUANTITIES, SIZES AND

LOCATIONS WITH ALL TRADES.

REFER TO ROOFING SPECIFICATIONS FOR REQUIREMENTS WHEN

NEW EQUIPMENT OR OPENINGS ARE REQUIRED IN AN EXISTING

ROOF AREA.

PROVIDE WOOD NAILERS/BLOCKING/BRACING TO SUPPORT

EQUIPMENT AND EDGES OF SHEATHING.

CURBS AND ACCESSORIES FOR THE FOLLOWING ITEMS SHALL BE

FURNISHED BY OTHER TRADES FOR INSTALLATION BY

ARCHITECTURAL TRADES, COORDINATE QUANTITIES, SIZES AND

LOCATIONS WITH THE APPROPRIATE TRADES.

ROOF MOUNTED RELIEF VENTS AND ACCESSORIES

PENETRATIONS FOR PIPING, POWER FEEDS, ETC.

CONTRACTOR RESPONSIBLE FOR ROOF TRAFFIC PROTECTION

DURING CONSTRUCTION. AREAS OF WORK AND TRAFFIC BY

VARIOUS TRADES SHALL BE PROTECTED FROM DAMAGE AND WEAR.

ALL ROOF DETAIL DRAWINGS CONTAINED IN THIS SET ARE

DIAGRAMMATIC. ADJUST ROOF DETAILS BASED ON SPECIFIC

ROOFING SYSTEM SELECTED ACCORDING TO MANUFACTURER'S

WRITTEN SPECIFICATIONS AND APPROVED DETAIL DRAWINGS. ALL

ASSEMBLY COMPLICATIONS SHOULD BE BROUGHT TO THE

ATTENTION OF THE ARCHITECT.

L FIRST FLOOR

98' - 0"

SCRIBE

2'-0"

BF BASE

3'-0"

CHILD

3'-0"

8' -1

0"

- 2

2' -1

0" 2'

-0

4' -0

8'-1"

2' -0

HARD-WIRED

AUTOMATIC

FAUCETS

DUTCH

DOOR

SCRIBE2'-0"3'-0"3'-0"

SD

SD

E

XI

ST

IN

G M

AT

C

H

REINSTALL

PROJECTOR

REPAINT

CMU WALL

SSM COUNTERS, BACK AND SIDE SPLASHES

PLAM CABINETS

PLAM

CABINETS

FE

FE FE FE

REINSTALL

WHITE BOARD

WALL BASE

AS SCHED

EO

'-0

/8

'-3

/8

'-1

5/

8"

PRE-K

CLSM 2

PRE-K

CLSM 1

TLT

TLT

BF

UNISEX

TLT

27'-8"

SERVER

JANITOR

C O

R R

ID

O

R

PROVIDE NEW EXHAUST

FAN TO SERVE 3 TOILET

ROOMS; INSTALL IN ATTIC

ABOVE BF UNISEX TOILET

ROOM WITH MAINTENANCE

CATWALK; VENT THRU

SHINGLED ROOF

SENSORY

ROOM

8" 2'

-4

AE1-01-01

- 6

'-4

2R 2'-0" 5'-6"

SLOPE

(E)DS TO

UG STORM

(E)DS TO

UG STORM

1'-0"

FIRST FLOOR

100' - 0"

NEW PHENOLIC

RESIN COUNTER,

BACK AND SIDE

SPLASHES

NEW FAUCETS &

S.STL SINKS AND

PLASTER TRAPS

EXISTING SHELVES

ABOVE REMAIN

10'-7" VIF

EXISTING WD VENEER

CASEWORK REMAINSSINK

BF

SINK

DEEP

REPAINT WALL

SURROUNDING SINK

L FIRST FLOOR

98' - 0"

4' -0

2'

-2

2' -1

0"

9' -0

UTILITY

3'-0"

BF SINK

3'-0" SCRIBE

6'-1"

3'-0" 3'-0" SCRIBE

6'-1"

REPAINT

CMU WALL

EOSD

PLAM CABINETS

NEW PHENOLIC RESIN

COUNTER, BACK AND

SIDE SPLASHES

BASE AS SCHED

PLAM CABINETS FE

FE

AE1-01-01

ART-1

ART

STORAGE

REPAINT WALL TO

MATCH EXISTING

ART 2

AE1-01-01

PRE-K

CLSM 2

PRE-K

CLSM 1

TLT

CORRIDOR

SENSORY

ROOM

JANITOR

SERVER

2 3

OFFICE

EXISTING LVT

TO REMAIN

A

AE1-01-01

+/- 12'-5 3/8" 1'-6" 6'-0"

'-0

/8

7'-1"

BF CHILD

WC-3

19'-11 3/8"

TLT

TLT

BF

UNISEX

TLT

27'-8"

CHILD

WC-2

(E)WC

(E)LAV

2'-0"

7'-0"

BF WC-1

5' -6

FD

FD

BF LAV

AE1-01-01

2 SIM

2' -6

1'

-5

GRAB

BARS

MIR

GRAB BARSBF LAV

MIR

18" GRAB

BAR

GRAB BARS

SD

SD

SDSD

FULL HT CT

FINISH

FULL HT

CT FINISH

8'-8"

1' -4

1'

-4

3' -8

2'

-9

- 3

'-7

/8

FD3-0

SSM COUNTERTOP AND

SPLASHES; EASED EDGE

CABINET

HARDWARE; TYP

3/4" PARTICLE BOARD WITH

PLASTIC LAMINATE ON FACE

W/ EDGEBANDING TYP

3/4" PARTICLE BOARD

WITH BLACK MELAMINE

FINISH ON EXPOSED

INTERIOR SURFACES

BASE AS SCHED

FINISH FLOOR

4"

2'-1"

3"

R

EF

ER

T

O E

LE

VA

TI

O

N S

1/

4"

SEALANT

2X WOOD

BLOCK

BARRIER FREE

COMPLIANT SINK

FACE OF WALL PROVIDE

WOOD BLOCKING AS

REQUIRED TO SUPPORT

THE CABINETRY. TYP

3/4" PARTICLE BOARD WHITE

MELAMINE FINISH ON EXPOSED

INTERIOR SURFACES AND

ADJUSTABLE SHELVES

MELAMINE SHELF (TYP FOR 2)

3/4" PARTICLE BOARD WITH

PLASTIC LAMINATE ON FACE

W/ EDGEBANDING TYP

1'-3"

NOTE: WHERE PLASTER TRAP OCCURS, COORDINATE PLUMBING TO ENSURE

BOTTLE CLEARANCES AND SERVICEABILITY COMPLY WITH MANUF REQ'S

A

A

CABINET

1/ 2"

1"

SOFFIT / CEILING,

REFER TO TYPICAL

DETAILS

CEILING PLAN GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

LIGHT FIXTURES SHALL BE LOCATED IN THE CENTER OF THE ROOM

OR SPACE, UNLESS NOTED OTHERWISE.

LIGHT FIXTURES IN ACOUSTICAL CEILING PANELS SHALL BE

CENTERED IN THE PANEL, UNLESS NOTED OTHERWISE.

SUPPLY, RETURN OR EXHAUST REGISTERS LOCATED IN THE CORNER

OF A ROOM OR SOFFIT SHALL BE LOCATED 6" FROM THE WALL OR

SOFFIT, UNLESS NOTED OTHERWISE.

IN THE EVENT OF CONFLICTS BETWEEN THE REFLECTED CEILING

PLANS AND THE CORRESPONDING DRAWINGS OF OTHER

DISCIPLINES, THE CONTRACTOR SHALL BRING THE CONFLICT TO THE

ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO

INSTALLATION.

EXIT SIGNS SHALL BE CENTERED IN CORRIDORS AND LOCATED A

DISTANCE OF 1'-0" FROM WALLS (TO CENTER LINE OF FIXTURE)

UNLESS NOTED OTHERWISE. VERIFY EXIT SIGNS LOCATIONS WITH

THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.

REFER TO THE ROOM FINISH SCHEDULE FOR CEILING FINISHES AND

COLORS WHICH ARE NOT INCLUDED ON THE CEILING PLANS.

CEILING HEIGHT (FINISH FLOOR TO FINISH CEILING): REFER TO

CEILING PLANS.

REFER TO DETAILS FOR TYPICAL CEILING DETAILS.

CEILING PLAN LEGEND

2X4 ACOUSTICAL PANEL CEILING

2X2 ACOUSTICAL PANEL CEILING

2X4 LIGHT FIXTURE.

REFER TO ELECTRICAL.

2X2 LIGHT FIXTURE.

REFER TO ELECTRICAL.

EMERGENCY 2X4 LIGHT FIXTURE.

REFER TO ELECTRICAL.

EMERGENCY 2X2 LIGHT FIXTURE.

REFER TO ELECTRICAL.

2X2 SUPPLY.

REFER TO MECHANICAL.

2X2 RETURN.

REFER TO MECHANICAL.

REFER TO MECHANICAL AND

ELECTRICAL FOR ADDITIONAL SYMBOLS

2X2 EXHAUST.

REFER TO MECHANICAL.

7' - 10" 7' - 10" 7' - 10"

TEXTURED

GYP BD

CEILING

TEXTURED

GYP BD

CEILING

SUPPLY AND DRAIN

PIPING INSULATION

BARRIER FREE

COMPLIANT

UNDERMOUNT SINK

2'-

6" 2'- 4"

9"

SEALANT

BARRIER-FREE

CLEARANCE LIMIT

SSM COUNTERTOP

AND SPLASHES

REMOVABLE PLASTIC

LAMINATE SHROUD

AND ATTACHMENT

BRACKETS T&B

FACE OF WALL PROVIDE

WOOD BLOCKING AS

REQUIRED TO SUPPORT

THE CABINETRY. TYP

3/4" PARTICLE BOARD WHITE

MELAMINE FINISH ON EXPOSED

INTERIOR SURFACES AND

ADJUSTABLE SHELVES

MELAMINE SHELF (TYP FOR 2)

3/4" PARTICLE BOARD WITH

PLASTIC LAMINATE ON FACE

W/ EDGEBANDING TYP

1'-3"

R

EF

ER

T

O E

LE

VA

TI

O

N S

1/

4"

2'-1"

A

3/4" PARTICLE BD WITH

MELAMINE FINISH ON EXP'D

INTERIOR SURFACES

BASE AS SCHED

FINISHED FLOOR

CABINET HARDWARE

(HDW-1); TYP

DRAWER STOP; PLAM CLAD

1/4" DRAWER DIVIDERS

4"

R

EF

ER

T

O E

LE

VA

TI

O

N S

1' -2

EQ

EQ

2X WOOD BLOCK BASE

SSM COUNTERTOP

SEALANT

BACKSPLASH 2'-1"

SEALANT

FACE OF WALL PROVIDE

WOOD BLOCKING AS

REQUIRED TO SUPPORT

THE CABINETRY. TYP

3/4" PARTICLE BOARD WHITE

MELAMINE FINISH ON EXPOSED

INTERIOR SURFACES AND

ADJUSTABLE SHELVES

MELAMINE SHELF (TYP FOR 2)

3/4" PARTICLE BOARD WITH

PLASTIC LAMINATE ON FACE

W/ EDGEBANDING TYP

1'-3"

3/4" PARTICLE BOARD WITH

PLASTIC LAMINATE ON FACE

W/ EDGEBANDING TYP

A

A

ACCESSORIES LEGEND

MARK DESCRIPTION

GB-01

GRAB BAR

18" LONG, VERTICAL ORIENTATION

GRAB BAR (BACK WALL)

36" LONG, HORIZONTAL ORIENTATION

GRAB BAR (SIDE WALL)

42" LONG, HORIZONTAL ORIENTATION

OWNER

FURNISHED

CONTRACTOR

FURNISHED

X

SD-01 SOAP DISPENSER X

PTD-01 PAPER TOWEL DISPENSER X

WR-01 WASTE RECEPTACLE X

SND-01 SANITARY NAPKIN DISPENSER X

TPD-01 TOILET PAPER DISPENSER X

MIR-01 MIRROR X

TLP-01 TOILET PARTITION X

CONTRACTOR

INSTALLED

X

X

X

GB-02 GRAB BAR (SIDE WALLS)

18" LONG, VERTICAL ORIENTATION

X X

MANUFACTURER MODEL

BOBRICK B-6806

SERIES

X X

BOBRICK B-2908-2436

HADRIAN INC FLOOR MTD,

OVERHEAD

BRACED

BOBRICK B-6806

SERIES

1'-0"

EXTEND HANDRAIL

BEYOND NOSINGS

AS INDICATED

1-1/2" O.D. GALV STEEL PIPE

HANDRAIL EA SIDE; EPOXY PAINT

TO MATCH SIDING GREY COLOR;

ARCHITECTURAL SMOOTH WELDS

1'-0"

3' -0

1' -3

1'

-9

CORE AND EPOXY

EMBED HANDRAIL

POST IN CURB1'

-9

SLOPE

DRAWN BY

SHEET TITLE

PROJECT MANAGER

QUALCHECK

DESIGNED BY

PROJECT #

SHEET NUMBER

1"=1000'-0" 0 1000' 2000'

1"=500'-0" 0 500' 1000'

1"=400'-0" 0 400' 800'

1"=200'-0" 0 200' 400'

1"=100'-0" 0 100' 200'

1"=80'-0" 0 80' 160'

1"=60'-0" 0 60' 120'

1"=50'-0" 0 50' 100'

1"=40'-0" 0 40' 80'

1"=30'-0" 0 30' 60'

1"=20'-0" 0 20' 40'

1"=10'-0" 0 10' 20'

16"=1'-0"

0 16' 32'

32"=1'-0" 0 16' 32'

8"=1'-0"

0 8' 16'

16"=1'-0" 0 8' 16'

4"=1'-0"

0 4' 8'

8"=1'-0" 0 4' 8'

2"=1'-0"

0 2' 4'

4"=1'-0" 0 2' 4'

1"=1'-0" 0 1' 2'0 1' 2'

"=1'-0"1 21 1

32"=1'-0" 0 32' 64'

G H

AF

AR

I A

SS

O C

IA

TE

S

REGISTRATION SEAL

CONSULTANT INFORMATION

westmichiganacademy.org www.ghafari.com

GRAND RAPIDS, MI 49503-2900 USA

TEL +1.616.771.0909

37 OTTAWA AVENUE NW

SUITE 700

A. NELSON

4/ 7/

:5

6:

P M

2500303

A. NELSON

A. NELSON

AE1-01-01

A. ECKERT

Pre-K and Art Room Improvements

17350 Hazel Street Spring Lake, MI 49456

ARCHITECTURAL FLOOR

AND CEILING PLANS,

INTERIOR ELEVATIONS

73-1-03

NOT FOR

CONSTRUCTIO

N

SCALE:

NORTH

1/8" = 1'-0"

FLOOR PLAN PRE-K

SCALE:AE1-01-01 1/4" = 1'-0"

2 INTERIOR ELEVATION

SCALE:

NORTH

1/8" = 1'-0"

FIRST FLOOR PLAN ART

SCALE:AE1-01-01 1/4" = 1'-0"

3 INTERIOR ELEVATION

SCALE:

NORTH

1/8" = 1'-0"

FIRST FLOOR PLAN ART 2

SCALE:AE1-01-01 1/4" = 1'-0"

4 INTERIOR ELEVATION

SCALE:

NORTH

1/8" = 1'-0"

DEMOLITION PLAN PRE-K

KEY NOTES - DEMOLITION

NOTE

NUMBER NOTE TEXT

1 REMOVE WINDOW, WINDOW TREATMENTS, AND PORTION OF

WALL FOR NEW DOOR.

2 REMOVE PORTION OF CMU WALL FOR NEW DOOR AND FRAME.

SHORE WALL AND STRUCTURE.

3 REMOVE AND SALVAGE WHITE BOARD AND SHORT-THROW

WALL MOUNTED PROJECTOR FOR RELOCATION.

4 REMOVE DOOR AND HARDWARE; FRAME TO REMAIN.

5 REMOVE CARPET FLOORING AND WALL BASE.

6 REMOVE ACP CEILING SYSTEM, LIGHTING, HVAC DIFFUSERS,

ETC.

7 REMOVE SHELVING SYSTEM.

8 SALVAGE CLOCK; PROTECT AND STORE FOR REUSE.

9 SALVAGE TACKSTRIP

10 REMOVE ELECTRICAL AND TELECOM / DATA DEVICES AND

COVER PLATES FOR REPLACEMENT WITH TAMPER-RESISTANT

TYPE.

11 REMOVE VCT FLOOR TILE AND RESILIENT WALL BASE.

12 REMOVE STORAGE SHELVING.

13 REMOVE AND RESET TOILET FOLLOWING NEW FLOORING AND

PAINTING WORK.

14 SAWCUT AND REMOVE PORTIONS OF SLAB ON GRADE;

COORDIANTE WITH PLUMBING AND OTHER TRADES FOR

EXTENT AND LOCATIONS REQUIRED.

15 CONFIRM 5-FT MINIMUM EGRESS ROUTE CLEARANCE OUTSIDE

NEW EXTERIOR DOOR; RELOCATE SMALL PLAYGROUND

ELEMENT IF REQUIRED AND CERTIFY INSTALLATION.

16 REMOVE EXISTING EXHUAST FAN IN GYPSUM BOARD AT

UNDERSIDE OF TRUSSES FOR REPLACEMENT. EXISTING DUCT

AND ROOF VENT REMAINS FOR REUSE.

KEY NOTE - NEW WORK

NOTE

NUMBER NOTE TEXT

1 SAW CUT CMU TO CENTER NEW MASONRY OPENING BELOW

EXISTING WINDOW OPENING, ALIGNED WITH MASONRY

COURSES; PATCH CMU AND GROUT SOLID AS DIRECTED BY

STRUCTURAL; NEW JAMB FRAMING ABOVE TO UNDERSIDE OF

EXISTING HEADER; PATCH TEXTURED PLASTER WALL SKIM

COAT FINISH TO MATCH EXISTING; PATCH EXTERIOR

SHEATHING/ VAPOR BARRIER/ AND SIDING WITH BREAK METAL

TRIM CLADDING. REPAINT EXTERIOR MASONRY WALL FROM

INSIDE CORNER TO EXTERIOR CORNER.

2 PROVIDE MASONRY LINTEL AND TOOTH-IN NEW CMU;

GROUTED SOLID.

3 REINSTALL WHITE BOARD AND WALL MOUNTED SHORT-THROW

WALL MOUNTED PROJECTOR; INCLUDING NEW POWER AND

DATA.

4 INSTALL SALVAGED WHITE BOARD.

5 NEW WALL MOUNTED SHELVES WITH WALL PHONE.

6 INSTALL SALVAGED CLOCK.

7 INSTALL SALVAGED TACKSTRIP AT TOP OF WHITE BOARD.

8 REMOVE AND REPLACE ART SINK CABINETS, SINKS, AND

FAUCETS. PROVIDE NEW PLASTER TRAPS. COUNTERTOP TO

BE PHENOLIC RESIN BLACK.

9 WHERE SLAB ON GRADE REMOVED: ADD & COMPACT

AGGREGATE FILL AND ASTM E1749 15MIL VAPOR BARRIER,

PATCH CONCRETE SLAB & DOWEL IN TO EXISTING SLAB THAT

REMAINS; PROVIDE EXP JT MATERIAL & SEALANT AT

ADJACENT WALLS.

10 PROVIDE FIRE RATED ACCESS PANEL AT GYPSUM SHEATHING

AT UNDERSIDE OF ROOF TRUSSES, PLYWOOD CATWALK

PLATFORM AT TRUSS BOTTOM CORDS FOR EXHAUST FAN

EQUIPMENT INSTALLATION AND MAINTENANCE ACCESS (SPAN

4 TRUSSES MIN), AND WEATHERPROOF EXHAUST VENT THRU

ROOF.

11 NEW SUPPORTED CONCRETE STOOP ON COMPACTED FILL;

DOWELED TO BUILDING WITH STEPS UP +/-10" RISE WITH

EPOXY PAINTED GALV STL HANDRAILS BOTH SIDES; PROVIDE

NEW TRENCH DRAIN (COMPARABLE TO ZURN Z883-HPS) PIPED

TO UNDERGROUND STORM PIPING; NEW 4"X96"W SIDEWALK

EXTENDED TO EXISTING SIDEWALK; DIRECT DRAINAGE TO

DRAIN/AWAY FROM BUILDING; RESTORE SURROUNDING

GRADE.

12 REMOVE AND REPLACE ART COUNTERTOP, SINKS, FAUCETS,

AND PLASTER TRAPS; MODIFY PIPING AS REQUIRED.

COUNTERTOP TO BE PHENOLIC RESIN BLACK.

13 WALL MOUNTED EXIT SIGN CENTERED ABOVE DOOR.

SCALE:AE1-01-01 1/4" = 1'-0"

1 ENLARGED PLAN

SCALE: 1" = 1'-0"

7 SECTION

SCALE: 3" = 1'-0"

8 TALL CABINET EDGE DETAIL

SCALE:

NORTH

1/8" = 1'-0"

PARTIAL CEILING PLAN

TOILET ROOMS

SCALE: 1" = 1'-0"

6 SECTION BARRIER FREE SINK

SCALE: 1" = 1'-0"

5 SECTION

REV DATE DOC REL ## - DESCRIPTION

03/24/26 DOC REL 01 - IFB

03/24/26 DOC REL 02 - IFP

A 04/08/26 DOC REL 03 - ADDENDUM A

A

A

SCALE: 3/4" = 1'-0"

9 HANDRAIL DETAIL A