22025001 DNR Rose Lake-ADDENDUM 01 17june2026 ISSUED.pdf

803 cherry street manistee, mi 49660 ■ t: 231.723.4195 ■ thompson.kendra@sbcglobal.net ■ www.kendrathompson-architects.com kendra c.

THOMPSON

architects, p.c.

ADDENDUM NO. 1

DNR ROSE LAKE – FACILITY UPGRADE PROJECT DATE: 7/17/2026

8903 E. Stoll Road SOM: File #751/24215.JLM East Lansing, MI KTA: Job #22025001

The following items are changes, additions, deletions and/or clarifications of the drawings and specifications, and shall be included in the Bid Proposal. All of items will be a part of the Construction Documents. Acknowledge receipt of this Addendum in the appropriate space on the Bid Proposal form. Failure to do so may result in disqualification of the bid.

Item No. 1: Pre-Bid Meeting:

A mandatory Pre-Bid Conference was held on July 16, 2026, at 10:00 a.m. Refer to attached Meeting

Agenda.

Item No. 2: Clarification: Hazardous Material Testing Report

Clarification: DTMB has contracted for hazardous material testing and will provide report once available. It is not anticipated that the report to be available prior to bid due date. Should any hazardous materials be discovered requiring specialized abatement, costs will be handled through a work change modification.

Item No. 3: Clarification: Use of Project Site

Clarification: Owner will be vacating building allowing Contractor to have full access to project area for duration of project.

Item No. 4: Clarification and Revision: Specification Section 07 71 00 Roof Specialties Clarification and Revision: Project to include new roof edge drainage system (gutters and downspouts) as outlined in specification Section 07 71 00, 2.03. Revise Section 07 71 00, 3.04.C.2 to indicate downspouts directed away from building approximately 18-inches onto polymer downspout splashblocks (no below grade drainage system to be provided).

Item No. 5: Revise: Specification Section 32 92 18 Lawn Restoration Revise: Revise Specification Section 32 92 18, 1.03, A Definitions: Weeds: “Include…and other species not identified on the approved seed mix”.

Item No. 6: Substitution: Section 08 11 13 HM Doors and Frames Substitution: Request for substitution of Mesker hollow metal frames is acceptable when meeting all requirements of original specification. Refer to attached substitution request review.

Item No. 7: Substitution: Section 08 71 00 Door Hardware Substitution: Request for substitution of Hager for hinges, door seals and kickplates is acceptable when meeting all requirements of original specification. Request for substitution of Hager closers has not been approved, and products shall be provided as specified. Refer to attached substitution request review.

Item No. 8: Revise: On-Site Septic System – Reference Drawing Sheets C0.1 and C1.0 Revise: On-site septic system and grading has been revised as outlined on attached drawing Sheets

C0.1 and C1.0.

803 cherry street manistee, mi 49660 ■ t: 231.723.4195 ■ thompson.kendra@sbcglobal.net ■ www.kendrathompson-architects.com

Addendum No. 1 DNR Rose Lake 7/17/2026

Item No. 9: Revise and Add: Demolition – Reference Drawing Sheet A201 and A202 Revise and Add: Revise demolition to include removal of existing limited area deteriorated concrete slab as indicated on Drawing Sheet A201. Add installation of new concrete slab to match existing at area removed as indicated on Drawing Sheet A202.

Item No. 10: Add: Bracing at Equipment Area Addition – Reference Drawing Sheet A300 Add: Add lateral bracing members at Equipment Area addition as indicated on Drawing Sheet A300.

Item No. 11: Revise: Plumbing – Refer to Drawing Sheet P201

Revise and Add: The following items have been revised and/or added to plumbing drawings:

1. Electric water cooler (EWC-1) has been tagged and added to plumbing fixture schedule.

2. Overall floor plan has been revised showing plumbing venting and (2) two sanitary wall cleanouts.

3. Water softener detail was revised showing additional water treatment by Owner, installed by

Contractor.

Item No. 12: Revise: Mechanical – Refer to Drawing Sheets M201, M202 and M300 Revise and add: The following items have been revised and/or added to mechanical drawings:

1. Clarification: Location of heat pump shall be coordinated with heat pump installation manual and Owner prior to locating unit and concrete pad.

2. Clarification: Compressed air loop shows 1-1/4” line size. Coordinate inlet and outlet pressure with Owner equipment.

3. Heat pump stand detail added for clarification. Stand shall be structurally supported to pad in an approved manner by manufacturer’s installation manual.

Item No. 13: Revise: Electrical – Refer to Drawing Sheets E201P Revise: The following items have been revised and/or added to mechanical drawings:

1. Revise location of heat pump (HP-1) as shown. Verify final location with mechanical contractor.

END OF ADDENDUM NO. 1

Attachment: Pre-Bid Meeting Agenda

Substitution Request: 081113 and 087100 Drawing Sheets C0.1, C1.0, A201, A202, A300, P201, M201, M202, M300 and E201P fullm Typewritten Text Full Mortise LLC fullm Typewritten Text suite 208 6650 highland rd , waterford MI 48327 fullm Typewritten Text 248-472-0365 fullm Typewritten Text Mike Rodriguez fullm Typewritten Text A101 door schedule fullm Typewritten Text 08 11 13 hollow metal 08 71 00 door hardware fullm Typewritten Text

2.01 manufacturers , 07 71 00 applicable mfg fullm Typewritten Text ceco , steel craft , allegion fullm Typewritten Text Mesker Door inc - Hollow metal frames and hollow metal doors fullm Typewritten Text Hager Companies and or Best- Hinges, continuous hinges , Closers , seal , kick plates fullm Typewritten Text Pulls and architectural trim - Keying to remain the same fullm Typewritten Text x fullm Typewritten Text x

Mesker HM frames are acceptable when meeting all spec requirements.

There are no HM doors for this project.

Hager & Best door hardware hinges, seals and kick pltaes are acceptable when meeting all spec requirements.

Hager closers are not accepted and will need to provide LCN closers as specified.

Kendra Thompson, PSC

7/17/2026 fullm Typewritten Text None fullm Typewritten Text fullm Typewritten Text x fullm Typewritten Text Same or greater warranty coverage will be provided, fullm Image fullm Typewritten Text owner fullm Date fullm Typewritten Text Mike Rodriguez fullm Typewritten Text No adverse effect the substitution is requested and will Provide competitive lead times.

864 865

2 863

INDICATES EXISTING

TREE LINE TO REMAIN

APPROXIMATE

MOW LINE

6EXIST'G.

BUILDING

FF=865.5

ADDITION

FF=865.5

865.0

864.6

865.0

864.6

865.5

865.3 865.3

865.0865.0

.0

CONCRETE APRON

NEW 8" 22A AGGREGATE

DRIVE COMPACTED TO

95% MOD. PROCTOR

DENSITY ON UNDIST. SOIL

(ENLARGE EXIST'G. DRIVE

TO 20 FT MIN WIDTH)

NEW 8" 22A AGGREGATE

PARKING AREA

ACCESS AISLE

8 FT X 20FT EACH)

(MAX. 2% SLOPE)

CONCRETE APRON

C O

N C

R

ET

E A

PR

O N

NEW 8" 22A AGGREGATE

DRIVE COMPACTED TO

95% MOD. PROCTOR

DENSITY ON UNDIST. SOIL

W/ 12 FT MIN. WIDE NEW

DRIVE TO EXIST'G.)

PR

O

PA

N E

TA

N K

PR

O

PA

N E

TA

N K

INDICATES EXIST'G.

DRIVE TO REMAIN

MAX. 2" SLOPE @

NEW WALKWAYS

.0

INDICATES

TREE LINE

TO REMAIN

INDICATES

EXIST'G.

STORAGE

NEW

LEAN-TO

FT TH

IS

AREA

12'-0"

NEW SEPTIC SYSTEM:

REFER TO SHEET C1.0

FOR SEPTIC SYSTEM

DESIGN CRITERIA

(PER MID-MICHIGAN DHD)

RESERVE AREA

F

T W

EL

L

IS

O

LA

TI

O N

REMOVE

CONC.

REMOVE

COOLER/SLAB

INDICATES EXIST'G.

AGGREGATE DRIVE

6" CONC. PARK'G &

HC VAN-ACCESSIBLE

ADA SIGNAGE

NEW DRAIN FIELD

NEW

GENERATOR

SESC SILT FENCE -

REFER TO DET. 1/C0.1

MACHINE POINTED

POST, MAX. 6 FT

SPACING

ATTACH GEOTEXTILE

FABRIC TO POSTS

USING LATH

DIG TRENCH, PLACE

GEOTEXTILE FABRIC

& REPLACE SOIL

AREAS PER STATE

OF MICHIGAN SESC

DESIGN REQ'MTS.

INSTALL SESC

CONTROL @ WORK

1 SEEDING WHEN BARE SOIL IS EXPOSED

2 MULCH & MULCH BLANKET AREAS SUBJECT TO RAIN OR EROSION

3 STORM DRAIN INLET DRAINS SUBJECT TO RUNOFF

PROTECTION FROM EARTH ACTIVITIES

4 SILT FENCE TEMPORARY MEASURE AROUND

WORK AREA OF EARTH ACTIVITY

5 STABILIZE CONSTRUCTION WHERE EQUIPMENT MAY TRACK SOIL

ACCESS

SESC CONTROL MEASURES

ITEM SESC MEASURE WHERE USED

S.E.S.C GENERAL NOTES:

1. SESC measures to comply with Michigan Association of County Drain Commissioners SESC Specifications.

2. Additional erosion measures to be completed as required by SESC governing jurisdiction.

3. Contractor responsible for all measures necessary to prevent off-site sedimentation.

4. Geotextile silt fence and all catch basin protection measures shall be properly placed as needed to retain soils onsite.

5. Stabilize site as soon as possible after work activity.

6. Anticipated Schedule:

Construction Commencement: October 2026 Substantial Completion: July 2027

JAN 2026

KT-220230024

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

GRADING PLAN

kt@kendrathompson-architects.com www.kendrathompson-architects.com

SITE PLAN &

SCALE: 1" = 15'-0"

GRADING PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

C0.1

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

SITE PLAN &

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

NO SCALE

REQ'MTS

S.E.S.C.

C0.1

1 SCHEMATIC DESIGN 2/13/2026

2 SCHEMATIC DESIGN REV #01 2/14/2026

3 SCHEMATIC DESIGN REV #02 3/13/2026

4 DD 50% REVIEW SET 4/20/2026

5 CD 50% SET 6/05/2026

6 CD 90% SET 6/26/2026

7 BID/PLAN REVIEW SET 7/1/2026

8 ADDENDUM NO. 1 7/17/2026

2.0'

30.0'

20.0'MOW

LINE

TREE

LINE

TREE

LINE

BUILDING

PROPANE

PROPANE

GRAVEL

10.0'

10.0'

10.0'

R75.0' WELL ISOLATION DISTANCE

C1.0

NORTH

SE

PT

IC

P

LA

N

PLOT SCALE

SCALE

DRAWING

PROJECT

For protection of underground utilities, the CONTRACTOR shall dial 1-800-482-7171 OR 811 a minimum of three working days, excluding Saturdays, Sundays and holidays, prior to excavation in the vicinity of utility lines.

All "MISS DIG" participating members will thus be routinely notified. This does not relieve the CONTRACTOR of the responsibility of notifying the utility owners who may not be part of the "MISS DIG" alert system.

EA

ST

L

AN

SI

N

G C

LI

N

TO

N

C O

U N

TY

, M

IC

H

IG

AN

S

TO

LL

R

O

AD

4,517 SFT

BUILDING

FFE = 865.51'

M D

N R

LA

N

SI

N

G , M

IC

H

IG

AN

Know what's below.

before you dig.Call

R

PO

B

O X

C al le n

E ng in ee ri ng

, I nc

Ea st S av id ge S tre et

Sp rin g La ke , M

I 4

T.

6.

4.

w w w .c al le ne ng in ee rin g.

co m

BRUCE

A

CALLEN

ST

ATE OF MICHIGAN

LICENSED PROFES SIONAL ENGI

NE

ER

License No.

6201047392

DATE OF PLAN: 07-17-26

PLACE:

1 EA. - 1,500 GALLON SEPTIC TANK

INLET INV = 860.90'±

OUTLET INV = 860.90'±

PLACE:

10 LFT. - 6" SAN LAT @ 1.00% MIN.

6" INV @ BLDG. = 861.01

6" INV @ TANK = 860.90

D N

R S

G A

R O

SE

L

AK

E

PROPOSED SEPTIC DRAINFIELD

NO SCALE

SEPTIC SYSTEM DISTRIBUTION CELL SECTION X-SECTION

12" SCREENED SANDY LOAM

TOPSOIL WITH GRASS COVER.

12" TILE BED

(MDOT 6A STONE)

MAX 1:4 SLOPE

ELEV 857.70 FT

ELEV 864.50 - 863.50 FT

ELEV 858.70 FT

GEOTEXTILE (2 OZ. / SYD)

GENERAL NOTES

1) PROJECT INCLUDES THE CONSTRUCTION OF AN ON-SITE SEWAGE DISPOSAL FACILITY SERVING

ONE COMMERCIAL BUILDING FACILITY TO SERVE A MAXIMUM OF 5 PERSONS PER DAY.

· ONE (1) EA.- 1500 GAL SEPTIC TANK.

· 600 SFT (20'x30') GRAVITY DISTRIBUTION CELL WITH 8 LATERALS (4 PER ZONE @ 12-FT LENGTH

AT 4-FT SPACING). LATERALS SHALL BE 1 12" DIAMETER WITH 14" HOLES AT 5-FT SPACING.

CLEANOUTS SHALL BE PLACED AT ALL CHANGES IN PIPE DIRECTION, AND AT ENDS OF LATERALS

2) PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MID

MICHIGAN DISTRICT HEALTH DEPARTMENT (MMHD), ENVIRONMENTAL HEALTH DIVISION

3) TANKS SHALL BE TESTED FOR WATER TIGHTNESS PER ASTM C1227 BY A CERTIFIED INSTALLER.

PRESSURE TEST TO BE WITNESSED BY ENGINEER AND/OR QUALIFIED THIRD PARTY.

SEPTIC SYSTEM DISTRIBUTION CELL PLAN VIEWNORTH

RESERVE SEPTIC

DRAINFIELD

RESERVE

AREA

EX. SUBSURFACE

SOILS

SUBSURFACE CONDITIONS

Soils generally consist of Boyer Sandy Loam (USDA NRCS Classification) consisting of Sandy Loam, Loamy Sand to a depth of 60 inches.

Soil borings and MMHD Land Evaluation are pending.

PRELIMINARY - NOT FOR CONSTRUCTION

DIRECTION OF FLOW45°

SANITARY LATERAL CLEAN-OUT

NO SCALE

1/8 BEND OR

COMBINATION WYE

CLEANOUT W/ THREADED CAP

2'x2' CONCRETE SURROUND

3" MIN. 8" MAX.

1" MIN.

CLEANOUT (TYP.)

PLACE:

17 LFT. - 6" SAN LAT @ 1.00% MIN.

6" INV @ TANK = 860.90

6" INV @ EDGE OF FIELD = 860.73

AutoCAD SHX Text

GM

AutoCAD SHX Text

GM

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text B.A.C.

AutoCAD SHX Text

EDIT

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text J.W.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISED IN ACCORDANCE WITH CONSTRUCTION RECORDS

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

026 KT ARCH - DNR

AutoCAD SHX Text

JUL '26

AutoCAD SHX Text Plan Prepared By: Bruce A. Callen, PE Callen Engineering, Inc. 108 E. Savidge St. Spring Lake, Michigan 49456 Tel: 616-414-5260 email: bcallen@callenengineering.com

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

ISSUANCE / REVISION

AutoCAD SHX Text

BY

AutoCAD SHX Text

JUL '26

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EX. WELL

AutoCAD SHX Text 1.

AutoCAD SHX Text 07-01-26

AutoCAD SHX Text

FOR BIDS

AutoCAD SHX Text A.J.B.

AutoCAD SHX Text 2.

AutoCAD SHX Text 07-17-26

AutoCAD SHX Text

ADDENDUM #1

AutoCAD SHX Text A.J.B.

REMOVE EXIST'G.

WALKING COOLER W/

CONCRETE SLAB &

FOOTINGS (V.I.F.)

REMOVE EXIST.

WALL AS REQ'D.

FOR NEW WORK

(V.I.F.)

REMOVE EXIST.

WALL AS REQ'D.

FOR NEW WORK

(V.I.F.)

REMOVE EXIST.

WALL AS REQ'D.

FOR NEW WORK

(V.I.F.)

REMOVE EXIST.

WALL AS REQ'D.

FOR NEW WORK

(V.I.F.)

REMOVE EXIST.

WALL AS REQ'D.

FOR NEW WORK

(V.I.F.)

REMOVE EXIST.

WALL & ROOF FRAMING

AS REQ'D. FOR NEW

WORK (V.I.F.)

REMOVE EXIST.

OVERHEAD DOOR,

TRACK & SLAB PIPE

REMOVE EXIST.

WALL & WINDOW

AS REQ'D. FOR

NEW WORK (V.I.F.)

REMOVE EXIST.

WALL & DOOR

AS REQ'D. FOR

NEW WORK (V.I.F.)

REMOVE EXIST.

OVERHEAD DOOR,

TRACK & SLAB PIPE

REMOVE EXIST.

OVERHEAD DOOR,

TRACK & SLAB PIPE

REMOVE EXIST.

WALL & WINDOW

AS REQ'D. FOR

NEW WORK (V.I.F.)

REMOVE EXIST.

WALL & WINDOW

AS REQ'D. FOR

NEW WORK (V.I.F.)

REMOVE EXIST.

WINDOW

REMOVE EXIST.

WINDOW

REMOVE EXIST.

WINDOW

REMOVE EXIST.

DOOR & FRAME

REMOVE EXIST.

WALLS & DOORS

AS REQ'D. FOR

NEW WORK (V.I.F.)

REMOVE EXIST.

DOOR & FRAME

REMOVE EXIST.

WALLS & DOORS

AS REQ'D. FOR

NEW WORK (V.I.F.)

REMOVE EXIST.

DOOR & FRAME

REMOVE EXIST.

CONC. SLABS

(V.I.F.)

REMOVE EXIST.

COUNTER - SAVE

MARBLE TOP FOR

RE-USE (V.I.F.)

REMOVE EXIST.

PLUMBING FIXTURES -

CAP PLUMBING

@ FLOOR LINE

DEMOLITION NOTES:

1) REMOVE ALL EXTERIOR SIDING

DOWN TO SHEATHING - PATCH &

REPAIR EXIST. SHEATHING AS

REQ'D. FOR NEW WORK (V.I.F.)

2) EXIST. ROOF SYSTEM TO BE

REMOVED DOWN TO SHEATHING

- PATCH & REPAIR SHEATHING AS

REQ'D. FOR NEW WORK (V.I.F.)

3) ALL EXIST. INTERIOR FLOOR

FINISHES TO BE REMOVED

DOWN TO CONC. SLAB - PATCH

& REPAIR EXIST. SLAB AS REQ'D.

(V.I.F.)

4) ALL EXIST. INTERIOR FINISHES TO

BE REMOVED TO STUDS OR

CEILING FRAMING (V.I.F.)

5) CONTRACTOR TO PROVIDE

SHORING OF EXIST. STRUCTURE

AS REQ'D. UNTIL INSTALLATION

OF NEW WORK IS COMPLETED

(V.I.F.)

6) REFER TO MEP DRAWINGS FOR

FURTHER DEMO WORK SCOPE

REMOVE EXIST.

CONC. SLAB

THIS AREA

(V.I.F.)

REMOVE CONCRETE SLAB

THIS AREA WHERE CRACKED

(V.I.F. EXTENT REQ'D.)

OVERALL PLAN

kt@kendrathompson-architects.com www.kendrathompson-architects.com

SCALE: 1/4 = 1'-0"

DEMOLITION PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A201

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ADMIN/EQUIP'T:

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

JAN 2026

KT-220230024

1 SCHEMATIC DESIGN 2/13/2026

2 SCHEMATIC DESIGN REV #01 2/14/2026

3 SCHEMATIC DESIGN REV #02 3/13/2026

4 DD 50% REVIEW SET 4/20/2026

5 CD 50% SET 6/05/2026

6 CD 90% SET 6/26/2026

7 BID/PLAN REVIEW SET 7/1/2026

8 ADDENDUM NO. 1 7/17/2026

NOTE:

UNEXCAVATED

'-0

'-0

'-0

'-0

'-8

3" 32'-2" 3"

6'-8" 18'-10" 6'-8"

'-2

'-0

'-0

'-0

'-0

'-7

'-7

'-8

'-4

'-0

3"32'-2"3"7'-11"

6'-8"18'-10"6'-8"

'-0

'-0

'-0

'-6

'-0

2'-0" 6'-0"

'-4

6'-8"8"

EXIST. FOUNDATION

SYSTEM (V.I.F.)

16" x 16" CMU PIER

FOR COLUMN SUPPORT

ON 24" x 24" POURED CONC.

FOOTING W/ BOTTOM OF

FOOTING MIN. 42" BELOW

FIN. GRADE (TYP.)

8" POURED CONC.

TRENCH FOOTING W/

(1) #5 BAR CONT. TOP &

BOTTOM - BOTT. OF

FOOTING MIN. 42" BELOW

FIN. GRADE (TYP.)

36" DIA. x 12" THICK

CONCRETE PAD FOOTING

W/ (3) #5 BARS EA. WAY -

TYPICAL @ POLE STRUCTURE

FOOTINGS

8" POURED CONC.

TRENCH FOOTING W/

(1) #5 BAR CONT. TOP &

BOTTOM - BOTT. OF

FOOTING MIN. 42" BELOW

FIN. GRADE (TYP.)

16" x 16" CMU PIER

FOR COLUMN SUPPORT

ON 24" x 24" POURED CONC.

FOOTING W/ BOTTOM OF

FOOTING MIN. 42" BELOW

FIN. GRADE (TYP.)

8" POURED CONC.

TRENCH FOOTING W/

(1) #5 BAR CONT. TOP &

BOTTOM - BOTT. OF

FOOTING MIN. 42" BELOW

FIN. GRADE (TYP.)

CONT. 2" RIGID INSULATION

UNDER SLAB ENTIRE PERIMETER

OF NEW ADDITION - VERTICAL &

48" HORIZ. (TYP.)

NOTE:

6" CONCRETE SLAB W/

6x6 - 2.9/2.9 WWF ON

10 MIL VAPOR BARRIER ON

MIN. 8" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

TYPICAL @ EQUIP. AREA

EXIST. FOUNDATION

SYSTEM (V.I.F.)

NOTE:

PIN POURED CONC. TRENCH FT'G. TO

EXIST. FND. WALL W/ #5 - 12" LONG

DOWELS @ 24" O.C. VERT. -

EPOXY INTO EXIST. WALL (TYP.)

NOTE:

PIN POURED CONC. TRENCH FT'G. TO

EXIST. FND. WALL W/ #5 - 12" LONG

DOWELS @ 24" O.C. VERT. -

EPOXY INTO EXIST. WALL (TYP.)

'-3

5'-4" 22'-0"

'-0

6'-3"

5'-4"

5'-4"

'-6

'-0

'-4

'-4

'-3

NOTE:

8" CONCRETE SLAB W/

6x6 - 2.9/2.9 WWF ON

MIN. 8" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

TYPICAL @ EXTERIOR APRONS

NOTE:

8" CONCRETE SLAB W/

6x6 - 2.9/2.9 WWF ON

MIN. 8" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

TYPICAL @ EXTERIOR APRONS

8" 26'-0"8"7'-3"8"

NOTE:

4" CONCRETE SLAB W/

6x6 - 1.3/1.3 WWF ON

MIN. 6" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

TYPICAL @ EXTERIOR ENTRY

NOTE:

4" CONCRETE SLAB W/

6x6 - 1.3/1.3 WWF ON

MIN. 6" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

TYPICAL @ EXTERIOR ENTRY

THICKENED CONCRETE SLAB @

EXIST'G. FOUNDATION - PIN TO

EXIST'G W/ #5 X 12" LONG DOWELS

@ 32" O.C. (V.I.F.)

NEW 4" CONC. SLAB W/

6X6-1.3/1.3 WWF ON MIN.

6" COMPACTED GRANULAR

FILL ON UDIST. SOIL - DOWEL

TO EXIST'G. W/ #5 X 8" @

32" O.C. @ PERIMETER

TYPICAL SLAB REPLACEMENT

(@ AREA TO BE REPAIRED):

OVERALL PLAN

kt@kendrathompson-architects.com www.kendrathompson-architects.com

EQUIPMENT BLDG:

SCALE: 3/16 = 1'-0"

FOUNDATION PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A202

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ADMIN/SHOP:

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

ADMINISTRATION/

JAN 2026

KT-220230024

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

1 SCHEMATIC DESIGN 2/13/2026

2 SCHEMATIC DESIGN REV #01 2/14/2026

3 SCHEMATIC DESIGN REV #02 3/13/2026

4 DD 50% REVIEW SET 4/20/2026

5 CD 50% SET 6/05/2026

6 CD 90% SET 6/26/2026

7 BID/PLAN REVIEW SET 7/1/2026

8 ADDENDUM NO. 1 7/17/2026

CEILING

EL. = 109'-0"

FIN. FLOOR

EL. = 100'-0"

GRADE

EL. = 99'-4" +/-

TOP OF WALL (EXIST. V.I.F.)

EL. = 110'-8"

T.O.W. @ ENTRY

EL. = 108'-0"

TOP OF WALL

EL. = 116'-0"

FIN. FLOOR

EL. = 100'-0"

FIN. FLOOR

EL. = 100'-0"

GRADE

EL. = 99'-4" +/-

TOP OF WALL

EL. = 116'-0"

CEILING

EL. = 109'-0"

FIN. FLOOR

EL. = 100'-0"

GRADE

EL. = 99'-4" +/-

TOP OF WALL (EXIST. V.I.F.)

EL. = 110'-8"

DOOR HEAD

EL. = 114'-0"

DOOR HEAD

EL. = 114'-0"

B B AB

B AAAA

'-6

'-0

'-8

'-0

'-6

'-0

'-2

'-8

'-6

CONT. RIDGE VENT

SHINGLE OVER STYLE

METAL DRIP EDGE

METAL WRAPPED

CONT. 2x6 WOOD FASCIA

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

METAL CORNER TRIM

VERT. BOARD & BATT

METAL SIDING

METAL DRIP EDGE

METAL WRAPPED

CONT. 2x6 WOOD FASCIA

VERT. BOARD & BATT

METAL SIDING

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

METAL CORNER TRIM

6x6 TREATED

WOOD POSTS (TYP.)

CONC. PAD FOOTING

STEEL BOLLARD

EXIST. FOUNDATION

SYSTEM (V.I.F.)

EXIST. FOUNDATION

SYSTEM (V.I.F.)

12" x 12" CEDAR CLAD

COLUMN & BEAM

STONE VENEER ON

16 x 16 CMU BASE

CONT. RIDGE VENT

SHINGLE OVER STYLE

METAL DRIP EDGE

METAL WRAPPED

CONT. 2x6 WOOD FASCIA

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

METAL DRIP EDGE

METAL WRAPPED

CONT. 2x6 WOOD FASCIA

VERT. BOARD & BATT

METAL SIDING

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

METAL CORNER TRIM

6x6 TREATED

WOOD POSTS (TYP.)

CONC. PAD FOOTING

STEEL BOLLARD

NOTE:

EXIST. WALL OPENINGS TO BE

PATCHED & REPAIRED TO MATCH

EXIST. CONSTR. - VERIFY EXACT

NUMBER OF OPENINGS IN FIELD.

MIN. 4-OPENINGS

MET. CLAD WOOD WINDOW W/

LOW-E INSUL'G. GLASS (TYPICAL)

LOW-E INSUL'G GLASS IN

FRP FRAME - THIS UNIT ONLY

POLYMER COVER ON

POLYMER COVER ON

METAL CLAD WOOD WINDOW

W/LOW-E INSUL'G. GLASS (TYP.)

INDICATES 2X6 "X"

BRACING (TYPICAL)

INDICATES 2X6 "X"

BRACING (TYPICAL)

CEILING

EL. = 109'-0"

FIN. FLOOR

EL. = 100'-0"

GRADE

EL. = 99'-4" +/-

TOP OF WALL (EXIST. V.I.F.)

EL. = 110'-8"

FIN. FLOOR

EL. = 100'-0"

GRADE

EL. = 99'-4" +/-

TOP OF WALL

EL. = 116'-0"

DOOR HEAD

EL. = 110'-0"

6 VERIFY

TOP OF WALL

EL. = 116'-0"

FIN. FLOOR

EL. = 100'-0"

TOP OF WALL

EL. = 116'-0"

TOP OF WALL

EL. = 116'-0"

CONT. RIDGE VENT

SHINGLE OVER STYLE

METAL DRIP EDGE

METAL WRAPPED

CONT. 2x6 WOOD FASCIA

VERT. BOARD & BATT

METAL SIDING

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

12" x 12" CEDAR CLAD

COLUMN & BEAM

STONE VENEER ON

16 x 16 CMU BASE

POURED CONC.

TRENCH FOOTING

'-6

'-0

'-8

'-4

'-0

'-2

CONT. RIDGE VENT

SHINGLE OVER STYLE

METAL DRIP EDGE

METAL WRAPPED

CONT. 2x6 WOOD FASCIA

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

METAL CORNER TRIM

6x6 TREATED

WOOD POSTS (TYP.)

CONC. PAD FOOTING

STEEL BOLLARD

VERT. BOARD & BATT

METAL SIDING

STEEL BOLLARD

FIN. FLOOR

EL. = 100'-0"

METAL CORNER TRIM

'-0

'-2

'-0

'-2

MECH. EXHAUST FANS

REFER TO MECH.

DRAWINGS

FRP DOOR &

FRAME

POLYMER COVER ON

FRP DOOR & FR. W/

LOW-E INSUL'G GLASS

INDICATES 2X6 "X"

BRACING (TYPICAL)

INDICATES 2X6 "X"

BRACING (TYPICAL) BLDG. ELEV'N.

kt@kendrathompson-architects.com www.kendrathompson-architects.com kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A300

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ADMIN. BLDG.

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

1 SCHEMATIC DESIGN 2/13/2026

2 SCHEMATIC DESIGN REV #01 2/14/2026

3 SCHEMATIC DESIGN REV #02 3/13/2026

4 DD 50% REVIEW SET 4/20/2026

5 CD 50% SET 6/05/2026

6 CD 90% SET 6/26/2026

7 BID/PLAN REVIEW SET 7/1/2026

8 ADDENDUM NO. 1 7/17/2026

JAN 2026

KT-220230024

SCALE: 3/16 = 1'-0"

NORTH VIEW

SCALE: 3/16 = 1'-0"

SOUTH VIEW

SCALE: 3/16 = 1'-0"

WEST VIEW

SCALE: 3/16 = 1'-0"

EAST VIEW

MECH/

ELECT.

MEETING

ROOM

LOBBY

AREA

UNISEX

TOIL. RM.

OFFICE #1 OFFICE #2 OFFICE #3 OFFICE #4

SERVICE

AREA

WORK/

STAFF

WELLNESS

ROOM

COVERED

ENTRY

STAFF

TOIL. RM.

STAFF

ENTRY

BREAK

ROOM

NEW EQUIPMENT

AREA

COVERED

ENTRY

STORAGE

105 106 107 108

111 112 113

E/W-1

FS-1

1-HR FIRE BARRIER

EWH-1

1- 1/

4" H

W

AH-1

1-1/2" CW

RP-1

3/ 4"

H W

1" CW

3/4" HWR

3" SAN

3" SAN

LT-1

AAV

4" SAN TO

SEPTIC

VB-1

HB-1

36" AFF

HB-3

CW/HW

36" AFF

S-1

AAVCONTRACTOR

WELL TANK BY WELL

WATER SERVICE &

4" Y.C.O.

1- 1/

4" C

W

3/ 4"

H W

R LAV-1

1-1/2" V3/4"

CW

3" SAN

WC-1

1" HW

LAV-1

SH-1 WC-1

3" SAN

3/4" HW

3/4" CW

1" HW

3" SAN

HB-2

HW/CW

36" AFF

SS-1

1-1/2" V

HB-1

36" AFF

PROEPRLY SUPPORT HB-3

PIPING AND FIXTURE TO

STRUCTURE.

PANEL

#A

ATS

#A

ELEC.

METER

DISC.

#A

EWC-1

W.C.O.

3" VTR

1-1/2" V

2" V4" S

AN

W.C.O.

1-1/2" V

2" V

1-1/2" V

2" V

3" VTR

A1

WCO

CO

TYP

V

VTR

VSANITARY VENT PIPING

BELOW GRADE

SANITARY PIPE

HOT WATER PIPE

COLD WATER PIPE

HOT WATER RETURN

PLUMBING LEGEND

BALL VALVE

WALL CLEANOUT

TYPICAL

VENT

FLOOR CLEANOUT

VENT THRU ROOF

TIE TO EXISTING

PIPE DOWN

PIPE UP

PIPE BREAK

(FOR CLARITY)

PIPE CONTINUATION

WITH WATER HEATER.

HOSE BIBB FURNISHED

ASME TEMPERATURE AND

PRESSURE RELIEF VALVE

EWH-1

FLOOR

DISCHARGE AT 6" MAX

ABOVE FLOOR OR DRAIN

PAN WITHOUT PIPE THREADS

METAL DRAIN PAN W/

3/4" DRAIN PIPED

INDIRECT TO FD

REFERENCE UNIT PLANS

FOR SPECIFIC WATER HEATER

1-1/4" HW

1-1/4" CW

AMTROL ST-12

EXPANSION TANK

ELECTRIC WATER HEATER DETAIL

Scale: None

RECIRC PUMP

3/4" HWR

RP-1

CIRC. SETTER

2 GPM (TYP.)

FRONT VIEW

NOTE: Panel not required to be centered

Working Space

SIDE VIEW

Working Space

Structural Ceiling

Finished Floor

Piping Permitted

Panel

ELECTRICAL CLEAR SPACE NOTES

3 3 in the 30" Working Space.

30" or Panel Width (whichever is greater)

Piping NOT Permitted Over Panel(s)

Piping Permitted

Piping NOT Permitted Over Panel(s)

Clear Space Clear Space

4 5

ELECTRICAL CLEAR SPACE DETAIL

Scale: None

36"

78" 78"

42" (480V)

THE ELECTRICAL CLEAR SPACE OR WORK SPACE IS

REQUIRED TO PROVIDE AN ADEQUATE AND SAFE

WORK AREA FOR ELECTRICAL SERVICE.

ANY COMBINATION OF HIGH VOLTAGE ELECTRICAL

EQUIPMENT, SUCH AS MULTIPLE PANELS, A PANEL

AND A DISCONNECT, ETC., SHALL COMBINE TO

FORM THE OVERALL CLEAR SPACE WIDTH

(MINIMUM OF 30").

THE OVERALL CLEAR SPACE VOLUME SHALL BE

DETERMINED BY THE SINGLE OR COMBINED PANEL

WIDTH (MIN. OF 30"), AND SHALL EXTEND 3'-0" OUT

FROM THE FRONT OF THE DEEPEST PANEL, AND

SHALL BE 6'-6" TALL ABOVE THE FINISHED FLOOR.

THE ELECTRICAL CLEAR SPACE SHALL ALSO

EXTEND BELOW AND DIRECTLY ABOVE THE

PANEL(S) TO THE FINISHED CEILING ASSEMBLY

ABOVE.

DO NOT INSTALL ANY PLUMBING, MECHANICAL

PIPING, AND/OR MECHANICAL DUCTWORK IN THE

FLOOR DIRECTLY BELOW THE PANEL. COORDINATE

WTIH THE ELECTRICAL CONTRACTOR

1-1/2" WATER

DIELECTRIC UNION (TYP.)

FINISH FLOOR

BYPASS

TO SYSTEM

1-1/2" CW

1-1/2" CW FROM WELL

SUPPLY

TANK

BRINE

CAP (TYP.)

5' -0

WATER SOFTENER AND IRON DEFENDER

WATER TREATMENT DETAIL

Scale: None

SHUT-OFF VALVE (TYP.)

WATER SOFTENER BY OWNER,

INSTALLED BY CONTRACTOR

IRON DEFENDER AND OTHER

WATER TREATMENT BY OWNER,

INSTALLED BY CONTRACTOR

A1

PLUMBING FIXTURE SCHEDULE

TAG DESCRIPTION MANUFACTURER

/ MODEL MODEL

ROUGH-IN SIZE

(INCHES) TRIM REMARKS

CW HW WASTE VENT

EW-1 PEDESTAL MOUNTED EYEWASH GUARDIAN G1896 TEPID 3/4" 2" 1-1/2" FURNISH WITH THERMOSTATIC MIXING VALVE G6020 -

SS-1 MOP SERVICE BASIN MUSTEE 63M 1/2" 1/2" 2" 1-1/2"

CHICAGO 897-RCF WALL MOUNT FAUCET, VACUUM BREAKER,

HOSE THREADED END, BACKSPLASH WALL GUARDS, BUMPER

GUARDS, OPTIONAL SEAL

HOSE AND HOSE CARRIER

S.S. MOP HANGER; ②

LT-1 LAUNDRY/ UTILITY TUB MUSTEE 14CP 1/2" 1/2" 1-1/2" 1-1/2"

FAUCET: 6" SWING SPOUT FAUCE WITH AERATOR AND HOSE

END,

DRAIN STOPPER

SUPPLY LINES, PVC P-TRAP W/ 12"

TAILPIECE

WC-1

FLOOR MOUNTED, ELONGATED

WATER CLOSET, TANK-TYPE

1.28 GPF; ADA

AMERICAN

STANDARD CADET 1/2" - 3" 2" SEAT: BEMIS #2155SSCT, SELF-SUSTAINING` CHROME STOP 1/4 TURN, SUPPLY

LAV-1 DROP-IN LAV,

VITREOUS CHINA, 4" CENTERS; ADA

AMERICAN

STANDARD AQUALYN 1/2" 1/2" 1-1/2" 1-1/2"

FAUCET: AMERICAN STANDARD 7075.004, BRUSHED NICKEL,

SINGLE LEVER FAUCET W/ FIXED STRAINER ; ①

CHROME STOP 1/4 TURN, SUPPLY;

ESCUTCHEON,

INSUL SUPPLIES & TRAP PER ADA

EWH-1 ELECTRIC WATER HEATER

50 GAL., 4500 WATT LOCHINVAR LEM-50 2" 2" - - 21 GPH @ 90°F RISE, 4500 W

NON-SIMULTANEOUS, 0.92 UEF 208V, 1-PH, 60Hz

SH-1

30" x 34" x 76-3/4"ACRYLIC ROLL-IN

SHOWER CENTER DRAIN, INTEGRAL

FRONT TRENCH DRAIN; ADA

AQUATIC 16034TRCOL 1/2" 1/2" 2" 1-1/2"

FURNISH W/ STAINLESS SIDE AND BACK GRAB BARS, L-SHAPE

SEAT, PRESSURE BALANCING MIXING VALVE, HAND-HELD

SHOWER ASSEMBLY, STAINLESS GRATE, MIXING VALVE

60” SS CURTAIN ROD AND

ANTIBACTERIAL, FLAME-RETARDANT

WHITE VINYL SHOWER CURTAIN

EWC-1 ELECTRIC WATER COOLER

BOTTLE FILL, TWO LEVEL - ADA MURDOCK A172108F-UG-VR 1/2" - 1-1/2" 1-1/2"

FLEXIBLE BUBBLER

BOTTLE FILLER WITH SENSOR OPERATION WITH BOTTLE

COUNTER DISPLAY (-BF12-BCD)

INCLUDE 3000-GALLON EZ DOOR PFAS

FILTER

(-WF3EZ)

FS-1 8" INDIRECT WASTE DRAIN, SQUARE ZURN Z1910 - - 4" - HALF GRATE ②

VB-1 ICE MAKER VALVE BOX GUY GRAY W9700 1/2" - - - 1/4" TURN BALL VALVES INCLUDE BACKFLOW PREVENTER

HB-1 HOSE BIBB, FREEZELESS, REMOVABLE

HANDLE, BOX COVER WOODFORD MODEL 67 3/4" - - - INTEGRAL VACUUM BREAKER, DUAL CHECK VALVE

REMOVABLE TEE HANDLE FURNISH TEE TO OWNER

HB-2 HOSE BIBB, FREEZELESS, REMOVABLE

HANDLE, BOX COVER, HOT AND COLD WOODFORD MODEL B22 3/4" 3/4" - - INTEGRAL VACUUM BREAKER, DUAL CHECK VALVE

REMOVABLE TEE HANDLE FURNISH TEE TO OWNER

HB-3 HOSE BIBB, FREEZELESS, REMOVABLE

HANDLE, BOX COVER, HOT AND COLD WOODFORD MODEL C22 3/4" 3/4" - - INTEGRAL VACUUM BREAKER, DUAL CHECK VALVE

REMOVABLE TEE HANDLE FURNISH TEE TO OWNER

① -- PROVIDE MIXING VALVE TO MEET ADA REQUIREMENTS. EQUAL TO CASH ACME 135 SERIES, MOUNT UNDER LAV.

② -- FLOOR DRAIN TRAP SEALER WITH RUBBER DIAPHRAGM ASSE 1072 LISTED, EQUAL TO SURE SEAL

A1

ADMIN./EQPM.

OVERALL FLOOR PLAN

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

P201

DRAWING TITLE

KCT PROJECT NO.DRAWN

HT

REVIEWED

DAR

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

PLUMBING

ROSE LAKE

EAST LANSING, MICHIGAN

CONCEPTS FOR:

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENT

ADMINISTRATION/EQUIPMENT BLDG:

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

1 50% DDs 04.20.2026

2 CD 50% REVIEW SET 06.05.2026

3 CD 90% SET 06.26.2026

4 BID/PLAN REVIEW SET 07.01.2026

5 ADDENDUM #1 07.17.2026

JULY 2026

KT-220230024

OVERALL PLAN

PLUMBING

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 thompson.kendra@sbcglobal.net www.kendrathompson-architects.com

STAFF

ENTRY

NEW SHOP

AREA

COVERED

ENTRY

GM1

GM2

EF-1

EF-2

GAS MON. SYSTEM

MTD ON COL. (TYP.)

L-1

CA DROP

CA DROP

CAP

4"Ø

EF-1

30X26"

BOT. OF UNIT

@ 12'-6" AFF

20X20"

EF-2

20X17"

BOT. OF UNIT

@ 12'-6" AFF

SD-1

6"Ø

75 CFM

SD-1

6"Ø

75 CFM

CAP

CA DROP

CA DROP

AIR COMP BY OTHERS,

INSTALLED BY

CONTRACTOR

6"Ø 4"Ø

4"Ø

4"Ø

LP GAS FROM TANK. COORDINATE

WITH LP GAS CONTRACTOR FOR

ROUTING OF LINE. SEE

ARCHITECTURAL DRAWINGS FOR

MORE INFORMATION

1-1/2" CA

1- 1/

2" C

A 1-

1/ 2"

C A

1- 1/

2" C

A 1-

1/ 2"

C A

1-1/2" CA

1" GAS

3/ 4"

G

AS

IR-1

MTD 6" FROM TOP

OF CEILING PER

ALLOWED MFG'R

CLEARANCE.

IR-2

MTD 6" FROM TOP

OF CEILING PER

ALLOWED MFG'R

CLEARANCE.

WALL CAP

INTAKE

WALL CAP

INTAKE

3/4" GAS

COORD. EXH/ INTAKE VENTS

WITH LIGHTING, FANS, ROLL

OVER DOORS, LOUVERS, ETC.

SO AS NOT TO OBSTRUCT ANY

OTHER DISCIPLINES

ROUTE COMPRESSED AIR HIGH OVER

ROLL OVER DOORS. COORD. WITH

ARCHITECTURAL DRAWINGS.

ROUTE COMPRESSED AIR HIGH

OVER ROLL OVER DOORS. COORD.

WITH ARCHITECTURAL DRAWINGS.

ROUTE HIGH OVER ROLL OVER

DOORS AND COORD. W/ LIGHTING

FIXT. CONFIRM ROUTING CAN

OCCUR PRIOR TO INSTALLATION.

(TYP.)

ROUTE COMPRESSED AIR HIGH

OVER ROLL OVER DOORS. COORD.

WITH ARCHITECTURAL DRAWINGS.

T

T

T-STAT

IR-2

T-STAT

IR-1

COORD. IR EXH/

INTAKE WITH

CEILING FANS

R LP REG

100 MBH

GC-1

PANEL

#B

COMBUSTION

BURNER

6-7/8"

BURNER10-1/4"

TUBE COUPLING

ASSEMBLY

20-1/2" ASSEMBLY

10-3/4"

TURNBUCKLE

ASSEMBLY

OF BUILDING

ANCHOR TO BEAM

LOCKNUT

10-3/4"

3/8" HANGER ROD

END VENT

ASSEMBLY

RADIANT PIPE

17-5/8"

GAS LINE

TUBING

12"

GAS VALVE

15"

GAS MAIN, SEE

COMBUSTION BURNER

1/2"

REFLECTOR

PLAN FOR SIZE

AS REQUIRED

REDUCER

INFRA-RED HEATER INSTALLATION DETAIL

19' AFF

0R CHAIN

NO SCALE

C A

BRONZE AIR COCK

1/2"

FLOOR

DIRT LEG

1- 1/

2" C

A

INTAKE

VIBRATION

BY OWNER

AIR COMPRESSOR

DRAIN VALVE

FLEX. CONNECTION

ISOLATION

FILTER/MUFFLER

AIR COMPRESSOR

PIPING DIAGRAM

Scale: None

COMPRESSED AIR DROP

OUTLET DETAIL (TYP.)

Scale: None

SPEED COUPLER, COORD.

WITH OWNER: 1/2" OR 3/8",

SEE PLANS FOR C.A. DROPS

MOUNT AT 36"

A.F.F., COORD. W.

OWNER

PRV

COORDINATE INLET AND

OUTLET PRESSURE TO

OWNER REQUIREMENTS

1-1/2" CA LOOP

A1

OPENING AS REQUIRED

PROVIDE WALL

ANGLE ON INSIDE

PROVIDE RETAINING

MOTOR

DAMPER

MOTORIZED

DISCHARGE

DAMPER

1/2" MESH

INLET SCREEN

METAL WALL

BOX

CHAULK ALL

AROUND

MOTOR

WALL STRUCTURE

90° WEATHERHOOD

EXHAUST FAN DETAIL

Scale: None

EXTENDED SILL

CAULK

FRAME WALL

LINKAGE

DUCT

DAMPER MOTOR

SCREW (2 PER CLIP)

#10-16 X 1" 1" LG. HWH SELF DRILL

ALUMINUM OR STEEL X

FASTENERS

LOUVER

OUTSIDE

CAULK

FRAME WALL

DAMPER

CLIP ANGLE

INSIDE

FRESH AIR LOUVER

& DAMPER DETAIL

Scale: None

EQPM. BLDG.

SCALE: 1/4 = 1'-0" N M202

DRAWING TITLE

KCT PROJECT NO.DRAWN

HT

REVIEWED

DAR

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

MECHANICAL

ROSE LAKE

EAST LANSING, MICHIGAN

CONCEPTS FOR:

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENT

ENLARGED FLOOR PLAN

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

1 50% DDs 04.20.2026

2 CD 50% REVIEW SET 06.05.2026

3 CD 90% SET 06.26.2026

4 BID/PLAN REVIEW SET 07.01.2026

5 ADDENDUM #1 07.17.2026

JULY 2026

KT-220230024

ENLGD.FLOOR PLAN

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 thompson.kendra@sbcglobal.net www.kendrathompson-architects.com

KEY PLAN

NO SCALE

MECHANICAL ENLARGED

EQUIPMENT BLDG:

FRONT VIEW

NOTE: Panel not required to be centered

Working Space

SIDE VIEW

Working Space

Structural Ceiling

Finished Floor

Piping Permitted

Panel

ELECTRICAL CLEAR SPACE NOTES

3 3 in the 30" Working Space.

30" or Panel Width (whichever is greater)

Piping NOT Permitted Over Panel(s)

Piping Permitted

Piping NOT Permitted Over Panel(s)

Clear Space Clear Space

4 5

ELECTRICAL CLEAR SPACE DETAIL

Scale: None

36"

78" 78"

42" (480V)

THE ELECTRICAL CLEAR SPACE OR WORK SPACE IS

REQUIRED TO PROVIDE AN ADEQUATE AND SAFE

WORK AREA FOR ELECTRICAL SERVICE.

ANY COMBINATION OF HIGH VOLTAGE ELECTRICAL

EQUIPMENT, SUCH AS MULTIPLE PANELS, A PANEL

AND A DISCONNECT, ETC., SHALL COMBINE TO

FORM THE OVERALL CLEAR SPACE WIDTH

(MINIMUM OF 30").

THE OVERALL CLEAR SPACE VOLUME SHALL BE

DETERMINED BY THE SINGLE OR COMBINED PANEL

WIDTH (MIN. OF 30"), AND SHALL EXTEND 3'-0" OUT

FROM THE FRONT OF THE DEEPEST PANEL, AND

SHALL BE 6'-6" TALL ABOVE THE FINISHED FLOOR.

THE ELECTRICAL CLEAR SPACE SHALL ALSO

EXTEND BELOW AND DIRECTLY ABOVE THE

PANEL(S) TO THE FINISHED CEILING ASSEMBLY

ABOVE.

DO NOT INSTALL ANY PLUMBING, MECHANICAL

PIPING, AND/OR MECHANICAL DUCTWORK IN THE

FLOOR DIRECTLY BELOW THE PANEL. COORDINATE

WTIH THE ELECTRICAL CONTRACTOR

INFRARED TUBE HEATER SCHEDULE

TAG LOCATION MANUFACTURER

& MODEL NO.

MBH

INPUT

LENGTH

(FT)

FLUE DIA

(IN)

WEIGHT

(LBS)

ELECTRICAL CONTROL

DATA ACCESSORIES - REMARKS

VOLTAGE MCA MFS

IR-1

IR-2

NEW EQUIPMENT

AREA

RE-VERBER-RAY

DX3L-20-50 50 21' 9" 4" 120 120/60/1 4.8 15 THERMOSTAT WALL CAP AND ROOF/SIDE WALL

CAP; MOUNT REFLECTOR AT 0°

FURNISH WITH HANGER AND STRUCTURAL SUPPORTS, SEE MECHANICAL DETAILS FOR MORE INFORMATION

AIR HANDLER SCHEDULE

TAG LOCATION MANUFACTURER

& MODEL NO. CONFIG.

TOTAL

AIRFLOW

(CFM)

OUTDOOR

AIRFLOW

(CFM)

TOTAL

E.S.P.

(IN H20)

ELECTRIC HEATING ELEMENT DATA ELECTRICAL DATA

HEATING

ELEMENT

(kW)

HEATER

AMPS MCA MOP VOLTAGE MCA MOCP HP

AH-1 MECH/ELECT. 102 MITSUBISHI

SVZ-AP48NL

VERTICAL

UPFLOW 1600 280 0.8 17.5;

208/240V 36.5 45.6 50 208/230/1/60 5.63 15 430 W

FURNISH WITH: ELECTRIC HEAT LOCKOUT, REMOTE SENSOR,

HEAT PUMP SCHEDULE

TAG LOCATION MATCHING AIR

HANDLER

MANUFACTURER

& MODEL NO.

REFRIGERANT

TYPE

COOLING

CAPACITY

(MBH)

REFRIGERANT LINE SIZES ELECTRICAL

SEER ACCESSORIES/

REMARKSSUCTION

LINES LIQUID LINES VOLT/

PHASE M.C.A. MAX.

FUSE

HP-1 OUTSIDE AH-1 MITSUBISHI

SUZ-AK48NLHZ R454B 48 5/8" 3/8" 208/230/1/60 35 60 18.1 TXV KIT, CRANKCASE HEATER

FURNISH WITH: 12" OUTDOOR STAND (QSM*1202*)

DIFFUSER AND GRILLE SCHEDULE

TAG DESCRIPTION MANUFACTURER

& MODEL

SIZE

(INCHES)

VOLUME DAMPER

(TYPE, LOCATION) MATERIAL COLOR & FINISH

SD-1

SUPPLY AIR DIFFUSER

4-WAY THROW, PLAQUE STYLE

LAY-IN FRAME

TITUS

OMNI

24X24

NECK SIZE

ON PLANS

EXTERNAL STEEL #26 WHITE

SD-2

SUPPLY AIR DIFFUSER

4-WAY THROW, PLAQUE STYLE

SUFACE MOUNT FRAME

TITUS

OMNI

12X12

4" NECK EXTERNAL STEEL #26 WHITE

RG-1

RETURN AIR GRILLE

EGGCRATE STYLE, 1"x1"x1" CORE SIZE

LAY-IN FRAME

TITUS

50F 24x24" EXTERNAL ALUMINUM #26 WHITE

RG-2

RETURN AIR GRILLE

PERFORATED CEILING RETURN GRILLE

LAY-IN FRAME

TITUS

PAR

24x24" 10"x10" Neck EXTERNAL ALUMINUM #26 WHITE

TG-1

EXHAUST AIR GRILLE

PERFORATED

LAY-IN FRAME

TITUS

50F 24"x12" EXTERNAL STEEL #26 WHITE

EXHAUST FAN SCHEDULE

TAG MANUFACTURER

& MODEL NO. LOCATION

AIRFLOW

(CFM)

E.S.P.

(IN W.G.)

SOUND

LEVEL

(SONES)

ELECTRICAL

CONTROL DATA OPTIONS

VOLTAGE HP FLA

EF-1 GREENHECK

SE1-14-432-VG

NEW EQUIPMENT

AREA 1575 0.25 7.9 120/60/1Ø 0.15 3.8

GAS MONITORING

SYSTEM + MANUAL

OVERRIDE

BACKDRAFT DAMPER

(MOTORIZED), 90° WEATHERHOOD,

WALL HOUSING & BIRD SCREEN

EF-2 GREENHECK

SE1-8-440-D

NEW EQUIPMENT

AREA 105 0.28 5.1 120/60/1Ø 0.03 - ON CONTINUOUS 90° WEATHERHOOD, WALL

HOUSING & BIRD SCREEN

EF-3 DELTA

SLM50

UNISEX TOIL. RM.

103; STAFF TOIL.

RM. 112

50 0.25 1.5 120/60/1Ø - - INTERLOCK WITH

LIGHTS BACKDRAFT DAMPER

GAS MONITORING SYSTEM

TAG DESCRIPTION MANUFACTURER & MODEL

NO. ACTIVATION MOUNTING

HEIGHT

ELECTRICAL

NOTES:

VOLTAGE MFS

GC-1 GAS DETECTION SYSTEM

CONTROLLER

ARMSTRONG GAS DETECTION

MONITOR MODEL AMC-1AD

MULTI-DROP GAS MONITOR

RELAYS (1) CONTROL DAMPERS

AND (1) EXHAUST FANS

AND PROVIDES VISUAL ALARM

48" AFF 120/60/1Ø 15 GAS MONITORING SYSTEM COMPRISED

OF (1) GAS MONITOR CONTROLLER

AND (2) WIRELESS GAS MONITORS.

CONTRACTOR SHALL INCLUDE ALL

NECESSARY EQUIPMENT, WIRING, ETC.

FOR COMPLETE INSTALLATION AND

OPERATION.

GM-1,2,

ZONE 1

CARBON MONOXIDE AND

NITROGEN DIOXIDE GAS

SENSOR

ARMSTRONG MULTI-DROP GAS

SENSOR MODULE MODEL

AMC-1222 CARBON MONOXIDE

AND NITROGEN DIOXIDE

BOTH NO2 AND CO DETECTION

CO SENSOR RELAYS:

GC-1 WHEN CO EXCEEDS 25.0 PPM

NO2 SENSOR RELAYS GC-1 WHEN

NO2 LEVELS EXCEED 3.0 PPM

60" AFF 120/60/1Ø

LOUVER SCHEDULE

TAG DESCRIPTION MANUFACTURER

& MODEL NO. LOCATION

SIZE

(IN)

AIRFLOW

(CFM)

FREE AREA

(SF)

Velocity

(FPM)

APD

(IN W.G.) MATERIAL COLOR &

FINISH FRAME

L-1

STATIONARY EXTRUDED

LOUVER WITH DRAINABLE

BLADES AND 1/4" BIRD SCREEN

GREENHECK

ESD-635

NEW

EQUIPMENT

AREA

24x24 1,575 1.77 900 0.13 ALUMIN BY ARCH FLANGED

LOUVER OPTIONS:

1. INCLUDE LOW-LEAKAGE MOTORIZED DAMPER (VCD-33) W/ TRANSFORMER, INTERLOCKED WITH EF-1.

ELECTRIC HEATER SCHEDULE

TAG DUTY MANUFACTURER

& MODEL NO. WATTS

CABINET SIZE ELECTRICAL

CONTROL DATA ACCESSORIES/

NOTES:W L H VOLTAGE F.L.A

EH-1 STAFF TOIL.

RM. 112

MARKEL

E3313T2SRPW 750 4" 14-1/8" 19-1/2" 120V | 1Ф | 60Hz 6.25

SUMMER FAN

SWITCH; ① ②

COLOR: NORTHERN WHITE;

③ ④

EH-2 UNISEX TOIL.

RM. 103

MARKEL

E3313T2SRPW 750 4" 14-1/8" 19-1/2" 120V | 1Ф | 60Hz 6.3

SUMMER FAN

SWITCH; ① ②

COLOR: NORTHERN WHITE;

③ ④

① - INTEGRAL T-STAT ② - BUILT-IN MANUAL RESET THERMAL ③ - BACK BOX ROUGH-IN INSTALLATION IN WALL KIT ④ - DISCONNECT SWITCH

SECURE STAND TO

CONCRETE PAD IN AN

APPROVED MANNER AS

SUGGESTED BY THE

MANUFACTURER (TYP.)

HEAT PUMP STAND DETAIL

Scale: None

A1

SCHEDULES &

M300

DRAWING TITLE

KCT PROJECT NO.DRAWN

HT

REVIEWED

DAR

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

MECHANICAL

ROSE LAKE

EAST LANSING, MICHIGAN

CONCEPTS FOR:

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENT

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

1 50% DDs 04.20.2026

2 CD 50% REVIEW SET 06.05.2026

3 CD 90% SET 06.26.2026

4 BID/PLAN REVIEW SET 07.01.2026

5 ADDENDUM #1 07.17.2026

JULY 2026

KT-220230024

DETAILS

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 thompson.kendra@sbcglobal.net www.kendrathompson-architects.com

MECH/

ELECT.

MEETING

ROOM

LOBBY

AREA

UNISEX

TOIL. RM.

OFFICE #1 OFFICE #2 OFFICE #3 OFFICE #4

SERVICE

AREA

WORK/

STAFF

WELLNESS

ROOMCOVERED

ENTRY

STAFF

TOIL. RM.

STAFF

ENTRY

BREAK

ROOM

NEW EQUIPMENT

AREA

COVERED

ENTRY

STORAGE

105 106 107 108

PANEL

#B

FRZR

44" AFF

B-27

240V OUTLET

44" AFF

B-14,16

AIR COMP.

B-10,12

C

C

CC

C

CC

C

CC

C

C

AC

AC

AC

AC

EWC

A-13

ACREF.

A-33

M/W A-29

AC

TV

TV FB

WP

AC

C

C

C C

AC

PRINTER

A-21 REF.

A-25

GENSET #A

70kW PROPANE

GENERATOR

120/240V-1Ø-3W

ELEC.

METER

DISC. #A

400A CB

SM

SM

SM

WP

WP

W P

A-11

A-11 A-11

A-11 A-11

A-11

A-13

A-13

A-15

A-17

A-17

A-15

A-15

A-17

A-19

A-19 A-23

A-23

A-23

A-23

A-27

A-27

A-27

A-27 A-27

A-31A-31A-2

A-2

A-2

A-2

A-4

A-4

A-4

A-4

A-6

A-6

A-6

A-6

A-8

A-8 A-8

A-8

AC

AC

SEE ENLARGED PLAN

ON THIS SHEET

L-1 B-4

SM

HP-1

A-18,20

SM

BLOCK

HEATER

A-51

BATT.

CHARGER

A-53

CONCRETE

PAD BY E.C.

1 1 1 1

POWER KEY NOTESx

1. CONNECT THE CONTROLLED RECEPTACLE IN EACH

YOKE TO THE OCCUPANCY SENSOR SWTICHPACK

LOCATED ABOVE THE CEILING. SEE LIGHTING PLAN

FOR CONTINUATION.

2. ALL FEEDER AND BRANCH CIRCUITS IN THE NEW

EQUIPMENT AREA SHALL BE RUN OVERHEAD. THIS

INCLUDES THE FEEDER TO PANEL #B.

UNDERGROUND CIRCUITS ARE NOT ALLOWED IN

THIS AREA. ALL CIRCUITS SHALL BE RUN IN SURFACE

MOUNTED EMT, AND ALL JUNCTION BOXES SHALL BE

SURFACE MOUNTED ON THE WALLS AND CEILING.

ALL BRANCH CIRCUIT RUNS SHALL BE INSTALLED IN

A WORKMANLIKE MANNER.

1" C

A-15

A-9

EH-1

A-26

EH-2

A-28

GC-1

B-8

44" AFF

B-19

44" AFF

B-19

44" AFF

B-21

44" AFF

B-21

44" AFF

B-23

44" AFF

B-23

44" AFF

B-23

44" AFF

B-25

44" AFF

B-25O/H DOOR #1

B-11

O/H DOOR #2

B-13

O/H DOOR #3

B-15

O/H DOOR #4

B-17

240V OUTLET

44" AFF

B-14,16

240V OUTLET

44" AFF

B-14,16

240V OUTLET

44" AFF

B-14,16

IR-2

B-2

IR-1

B-2

EF-2

B-29

B-29

B-29

EF-1

B-4

A1

MECH/

ELECT.

PANEL

#A

SM

ATS

#A

ELEC.

METER

DISC. #A

400A CB

RP-1

EWH-1 AH-1

A-10,12

AH-1

HEAT

A-14,16

44" AFF

A-9

44" AFF

A-9

44" AFF

A-9

44" AFF

A-9

44" AFF

A-9

ADMIN./EQPM. BLDG.

OVERALL FLOOR PLAN

SCALE: 1/8" = 1'-0" N E201P

DRAWING TITLE

KCT PROJECT NO.DRAWN

BSR

REVIEWED

BSR

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ELECTRICAL POWER

ROSE LAKE

EAST LANSING, MICHIGAN

CONCEPTS FOR:

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENT

ADMINISTRATION/EQUIPMENT BLDG:

C op yr ig ht

Ke nd ra C

. T ho m ps on A rc hi te ct s, P

.C

1 50% DDs 04.20.2026

2 CD 50% REVIEW SET 06.05.2026

3 CD 90% SET 06.26.2026

4 BID/PLAN REVIEW SET 07.01.2026

5 ADDENDUM #1 07.17.2026

JULY 2026

KT-220230024

FLOOR PLANELECTRICAL POWER

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195 thompson.kendra@sbcglobal.net www.kendrathompson-architects.com

FLOOR PLAN

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

ENLARGED MECH/ELECT.

ELECTRICAL POWER