220230026 DNR Grawn-Pole Bldg-BIDDING 12may2026-DRAWING SET-751-24323-rlo.pdf

PDF 4 MB Posted Jun 2, 2026

Attached to: 751/24323. RLO; Grawn Field Ofc - Pole Bldg Imprvments
Solicitation number: RFQ 171 260000000298 2
Issued by: Crawford County, Michigan

About this file

Written by GovTribe AI · Jun 3, 2026

This is a bidding document set for the State of Michigan Department of Technology, Management and Budget, containing architectural and engineering drawings for pole building improvements at the DNR Grawn Field Office located at 3730 E. Mill Road in Grawn, Michigan (DTMB File No. 751/24323.RLO). The project involves improvements to an existing 4,000 square foot S-1 moderate-hazard storage pole building with no change to occupancy (13 persons) or fire suppression requirements. The scope of work includes installation of a new 14-foot by 14-foot steel insulated rolling door with structural reinforcement, electrical door openers on four existing overhead doors, new concrete slabs with specific reinforcement and base preparation requirements, installation of pipe bollards for protection, new metal siding to match existing materials, and comprehensive electrical system upgrades including new paneling, lighting fixtures with wireless controls, GFCI protection, emergency lighting, and associated conduit and wiring. The project follows the 2021 Michigan Building Code, 2021 ICC/ANSI A117.1 accessibility standards, ASHRAE requirements, and the 2023 Michigan Electrical Code. The design development timeline progressed from existing conditions documentation (June 10, 2025) through design development (December 10, 2025), CD 50% review (February 25, 2026), CD 90% review (March 27, 2026), LARA/BCC plan review (April 8, 2026), and was released for bidding on May 12, 2026.

The drawing set consists of six sheets including a cover sheet, overall site plan, existing and demolition plan, proposed floor plan, building elevations and details, and electrical details with riser diagram and floor plan. The architectural design is by Kendra C. Thompson Architects, P.C. (located at 803 Cherry Street, Manistee, Michigan), with electrical engineering by Nealis Engineering (1419 Industry Drive, Traverse City, Michigan). The specifications detail concrete work with 6-inch interior slabs and 8-inch exterior aprons including specific wire fabric reinforcement, sand base preparation compacted to 95% maximum density, and control joints at 25-foot maximum centers. Electrical work includes installation of a new 200-amp main circuit breaker panel with underground service from Cherryland Electric Cooperative, wireless lighting control systems with occupancy sensors, emergency lighting compliant with NEC Articles 700 and 701, GFCI-protected receptacles with weather-resistant and tamper-resistant features, and overhead door motor controls coordinated with the door supplier. The document includes comprehensive electrical abbreviations, symbol legends, lighting fixture schedules, and detailed specifications for grounding systems, conduit sizing, and device mounting heights.

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Other files

File	Type	Posted
220230026 DNR Grawn-Pole Bldg-BIDDING 12may2026-ADVERTISEMENT-752-24323-rlo.pdf	PDF	Jun 2, 2026
220230026 DNR Grawn-Pole Bldg-BIDDING 12may2026-BID MANUAL-751-24323-rlo.pdf	PDF	Jun 2, 2026
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Jun 2, 2026
220230026 DNR Grawn - ADDENDUM NO 01-02june2026 ISSUED 751-214323-RLO.pdf	PDF	Jun 2, 2026

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STATE OF MICHIGAN

TRAVERSE

COUNTY

BENZIE

COUNTY

WEXFORD

COUNTY

LAKE

COUNTY

MASON

COUNTY

TRAVERSE

COUNTY

GRAND

MANISTEE

COUNTY

GRAND

BENZIE

COUNTY

WEXFORD

COUNTY

LAKE

TRAVERSE

COUNTY

GRAND

MANISTEE

COUNTY

APPLICABLE CODES:

MICHIGAN BUILDING CODE, 2021 (BY REFERENCE)

MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS, 2021

ICC/ANSI A117.1, 2017

ASHRAE, AS APPLICABLE

MICHIGAN ELECTRICAL CODE, 2023 W/MICHIGAN PART 8 RULES

BUILDING USE:

PROPOSED: S-1, MODERATE-HAZARD STORAGE (NO CHANGE)

EXISTING: S-1, MODERATE-HAZARD STORAGE

MBC: 5B

EXISTING: 4,000 SF, GROSS EXTERIOR

PROPOSED WORK AREA: 4,000 SF, GROSS EXTERIOR

BUILDING CONSTRUCTION TYPE:

BUILDING AREA:

OCCUPANY:

13 PERSONS

OCCUPANCY: NO CHANGE FROM EXISTING

EXISTING: NONE

FIRE SUPPRESSION:

PROPOSED: NONE REQUIRED

BUILDING DATA

BASED ON 300 SF/PERSON

DEC 2025

KT-220230026

C op yr ig ht

Ke nd ra C

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

SHEET

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

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

T100

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

COVER

CD SET: BIDDING

GRAWN, MI

MAY 12, 2026

FIELD OFFICE

3730 E. MILL ROAD

POLE BUILDING IMPROVEMENTS FOR:

SCHEDULE OF DRAWINGS:

T100 COVER SHEET

A100 OVERALL SITE PLAN

A200 EXISTING/DEMOLITION PLAN

A201 PROPOSED FLOOR PLAN

A300 BUILDING ELEVATIONS

A301 BUILDING ELEVATIONS AND DETAILS

E000 ELECTRICAL DETAILS AND RISER

E201 ELECTRICAL FLOOR PLAN AND SCHEDULES

DNR - GRAWN

DTMB FILE NO. 751/24323.RLO

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

Manistee, MI 49660

Kendra C. Thompson

803 Cherry Street t: 231.723.4195

Architects, P.C.

ARCHITECT:

NO SCALE

STATE MAP

N NO SCALE

COUNTY MAP

N NO SCALE

LOCATION MAP

Know what's below.

Call before you dig.

SITE

t: 231.933.0510

Nealis Engineering

Traverse City, MI 49696 1419 Industry Drive

ELECTRICAL ENGINEER:

FIELD OFFICE

GRAWN, MICHIGAN

IMPROVEMENTS FOR:

3730 E. MILL ROAD

DNR GRAWN

FILE #751/24323.RLO

POLE BUILDING

1 EXISTING CONDITIONS 6/10/2025

2 DESIGN DEVELOPMENT 12/10/2025

3 CD 50% REVIEW 2/25/2026

4 CD 90% REVIEW 3/27/2026

5 CD SET: LARA/BCC PLAN REVIEW 4/8/2026

6 CD SET: BIDDING 5/12/2026

DEC 2025

KT-220230026

C op yr ig ht

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SITE PLAN

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

OVERALL

SCALE: 1' = 20'-0" +/-

FACILITY SITE PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A100

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

OVERALL

1 EXISTING CONDITIONS 6/10/2025

2 DESIGN DEVELOPMENT 12/10/2025

3 CD 50% REVIEW 2/25/2026

4 CD 90% REVIEW 3/27/2026

5 CD SET: LARA/BCC PLAN REVIEW 4/8/2026

6 CD SET: BIDDING 5/12/2026

FIELD OFFICE

GRAWN, MICHIGAN

IMPROVEMENTS FOR:

3730 E. MILL ROAD

DNR GRAWN

FILE #751/24323.RLO

POLE BUILDING

AREA OF

PROPOSED WORK

REMOVE EXIST'G SLIDING

DOORS & TRIM TO ACCOMMODATE

NEW OVERHEAD DOOR

3" 9'-9" 7'-0" 10'-0" 6'-0" 10'-0" 10'-0" 10'-0" 6'-0" 12'-0" 3'-0" 12'-0" 3'-9"

3'-9" 10'-0" 3'-0" 10'-0" 10'-0" 3'-0"3'-0" 10'-0" 3'-0" 10'-0" 3'-0" 12'-0" 3'-0" 12'-0" 3'-9"

'-8

'-0

EXIST'G. 10' X 12' OH DOOR

EXIST'G. 12' X 12' OH DOOR EXIST'G.12' X 12' OH DOOREXIST'G. 10' X 12' OH DOOR

EXIST'G.

EXIST'G. 10' X 12' OH DOOR EXIST'G. 10' X 12' OH DOOR EXIST'G. 10' X 12' OH DOOR EXIST'G. 10' X 12' OH DOOR EXIST'G. 12' X 12' OH DOOR EXIST'G. 12' X 12' OH DOOR

COLD STORAGE

EXIST'G. GRAVEL BASE

EXIST'G. EXPOSED CONSTRUCTION

COLD STORAGE

EXIST'G. GRAVEL BASE

EXIST'G. EXPOSED CONSTRUCTION

100'-0"

REMOVE EXIST'G AGGREGATE AND SOIL

AS REQ'D. TO ACCOMMODATE NEW

SUB-BASE MATERIAL AND CONCRETE SLAB

(TYPICAL INTERIOR & EXTERIOR AREAS - V.I.F.)

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

FLOOR PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A200

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

PROJECT NAME

EXIST'G/DEMO.

DEC 2025

KT-220230026

C op yr ig ht

Ke nd ra C

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

FLOOR PLAN

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

EXISTING/DEMOLITION

FIELD OFFICE

GRAWN, MICHIGAN

IMPROVEMENTS FOR:

3730 E. MILL ROAD

DNR GRAWN

FILE #751/24323.RLO

POLE BUILDING

NO. REVISIONS / SUBMISSIONS DATE

1 EXISTING CONDITIONS 6/10/2025

2 DESIGN DEVELOPMENT 12/10/2025

3 CD 50% REVIEW 2/25/2026

4 CD 90% REVIEW 3/27/2026

3" 9'-9" 7'-0" 10'-0" 6'-0" 10'-0" 10'-0" 10'-0" 6'-0" 12'-0" 3'-0" 12'-0" 3'-9"

3'-9" 10'-0" 3'-0" 10'-0" 10'-0" 3'-0"3'-0" 10'-0" 3'-0" 10'-0" 3'-0" 12'-0" 3'-0" 12'-0" 3'-9"

'-8

'-0

100'-0"

'-0

EXIST'G. 10' X 12' OH DOOR

EXIST'G. 12' X 12' OH DOOR EXIST'G.12' X 12' OH DOOREXIST'G. 10' X 12' OH DOOR

EXIST'G.

EXIST'G. 10' X 12' OH DOOR EXIST'G. 10' X 12' OH DOOR EXIST'G. 10' X 12' OH DOOR EXIST'G. 10' X 12' OH DOOR EXIST'G. 12' X 12' OH DOOR EXIST'G. 12' X 12' OH DOOR

6" D. X 42" H. PIPE BOLLARDS

W/PREFAB COVER - TYPICAL

@ (4) LOCATIONS THIS DOOR

NEW 14'-0" W X 14''-0" H. STL. INSUL'T. ROLLING

DOOR - INSTALL NEW 6"X6" HEADER POST W/ ADJACENT

6"X6" FULL HEIGHT POST ON 24" DIA X 12" H. FTG.

EA. END (SECURE POSTS W/#5 X 12" VERT. DOWEL

ANCHORS) & PROVIDE NEW (3) 1 3/4" X 16" LVL HEADER

STEEL CHANNEL @ JAMBS & HEAD,

PAINTED

6 FT. CONCRETE APRON

(SLOPE AWAY 1/4" PER FT MIN.)

NEW 2X4 HORIZ. BRACING PURLINS

@ 24" O.C.

NEW 2X4 HORIZ. BRACING PURLINS @ 24" O.C.

EXTERIOR & INTERIOR OF POSTS (TYPICAL @

NEW 6" CONC. SLAB W/ 6X6 - 2.9/2.9 WWF

W/REINF'G LOCATED IN TOP 1/3 OF SLAB

SAND BASE ON EXIST'G. AGGREGATE/UNDISTURBED

SOIL COMPACT TO 95% MAX. OF DENSITY AS

DETERMINED BY MICHIGAN ONE POINT CONE METHOD

(TYPICAL ALL INTERIOR AREAS)

8" CONC. SLAB W/ 6X6 W2.9 X 2.9 WWF

ON 10" COMPACTED SAND BASE ON

AGGREGATE/UNDISTURBED SOIL COMPACTED

TO 95% MAX. OF DENSITY AS DETERMINED BY

MICHIGAN ONE POINT CONE METHOD

(TYPICAL ALL EXTERIOR AREAS) OR ENGINEERED FILL

SLOPE AWAY MIN. 1/4" PER FT:

NEW 6 FT WIDE CONCRETE APRON

EXIST'G. GRADE (TYPICAL @ ALL NEW APRONS)

APRON & SLOPE 5% MAX. TO ALIGN WITH

ALIGN NEW FINISH GRADE FLUSH W/ CONCRETE

4" CONC. STOOP W/

6X6 - 1.4/1.4 WWF

PROVIDE (2) #5 X 8" STL.

DOWELS TO SLAB

(SLOPE AWAY 1/4" PER FT MIN.)

COLD

STORAGE AREA

NEW CONC. SLAB: FIN. FLR. = 100'-0"

EXPOSED CONSTRUCTION U.N.O.

6 FT. CONCRETE APRON

LEAN-TO

STORAGE AREA

EXIST'G.

100'-0"

6" D. X 42" H. PIPE BOLLARDS

W/PREFAB COVER - TYPICAL

@ EXTERIOR OH DOOR LOCATIONS

INSTALL 2" RIGID INSULATION

X 8 FT HORIZ. @ BLDG. PERIMETER

BELOW NEW CONC. SLAB

INSTALL (2) #5 X 8" STL. DOWELS

BETWEEN INTERIOR & EXTERIOR SLABS

(TYPICAL @ MAN DOORS)

CONTROL (OR CONSTRUCTION) JOINTS

INSTALLED @ 25 FT MAX. O.C. -

'-0

'-8

'-0

6'-0" 6'-0"

'-0

" M

O N D

J A M

'-0

TYP.

& 10 MIL VAP. RETARDANT ON 10" COMPACTED

A201

FIN. FLR. @ DOOR = 99'-11" FIN. FLR. @ DOOR = 99'-11" FIN. FLR. @ DOOR = 99'-11" FIN. FLR. @ DOOR = 99'-11"FIN. FLR. @ DOOR = 99'-11"FIN. FLR. @ DOOR = 99'-11"FIN. FLR. @ DOOR = 99'-11"

O O

'-1

FIN. FLR. @ DOOR = 99'-11"FIN. FLR. @ DOOR = 99'-11"FIN. FLR. @ DOOR = 99'-11"

16"16"

REFER TO DET. 3/A301

@ NEW INFILL AREA EA. SIDE OF NEW DOOR)

2 A

C A L

NEW METAL SIDING ON AIR BARRIER

ON 1/2" APA EXTERIOR SHEATH'G. -

MATCH EXIST'G. (TYPICAL @ NEW INFILL AREA EA.

SIDE OF NEW DOOR)

NEW ELECT. DOOR OPENER

@ (4) EXIST'G. OH DOORS

THESE OPN'GS ONLY

NEW ELECT. DOOR OPENER

@ (4) EXIST'G. OH DOORS

THESE OPN'GS ONLY

16" 16"6 '-0

6 FT. CONCRETE APRON

8" CONC. SLAB W/ 6X6 W2.9 X 2.9 WWF

ON 10" COMPACTED SAND BASE ON

AGGREGATE/UNDISTURBED SOIL COMPACTED

TO 95% MAX. OF DENSITY AS DETERMINED BY

MICHIGAN ONE POINT CONE METHOD

(TYPICAL ALL EXTERIOR AREAS) OR ENGINEERED FILL

SLOPE AWAY MIN. 1/4" PER FT:

NEW 6 FT WIDE CONCRETE APRON

EXIST'G. GRADE (TYPICAL @ ALL NEW APRONS)

APRON & SLOPE 5% MAX. TO ALIGN WITH

ALIGN NEW FINISH GRADE FLUSH W/ CONCRETE

INSTALL NEW DOOR JAMB/HEAD SEALS & SILL SEAL/

WEATHERSTRIPPING @ ALL EXIST'G. OH DOORS

COORDINATE TYPE/STYLE W/EXIST'G. DOOR

REQ'MTS. (TYPICAL @ 10 LOCATIONS)

INSTALL NEW DOOR JAMB/HEAD SEALS & SILL SEAL/

WEATHERSTRIPPING @ ALL EXIST'G. OH DOORS

COORDINATE TYPE/STYLE W/EXIST'G. DOOR

REQ'MTS. (TYPICAL @ 10 LOCATIONS)

DEC 2025

KT-220230026

C op yr ig ht

Ke nd ra C

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

FLOOR PLAN

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

PROPOSED

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

FLOOR 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.

PROJECT NAME

PROPOSED

FIELD OFFICE

GRAWN, MICHIGAN

CONCEPTS FOR:

3730 MILL ROAD

DNR GRAWN

FILE #751/24323.GAG

FACILITY IMPROVEMENT

NO. REVISIONS / SUBMISSIONS DATE

1 EXISTING CONDITIONS 6/10/2025

2 DESIGN DEVELOPMENT 12/10/2025

3 CD 50% REVIEW 2/25/2026

4 CD 90% REVIEW 3/27/2026

ELEV. = 114'-0" V.I.F.

TOP OF WALL

ELEV. = 99'-11"

FIN. FLOOR @ OPN'GS.

NEW 6" DIA. STL. PIPE

BOLLARDS EA. SIDE

EXTEND OUTSIDE COLUMNS TO

ROOF DECK, SECURE TO GABLE

INDICATES HEADER & COLUMNS-

TRUSS FOR LATERAL BRAC'G.

2x4 DIAG. WIND BRACING @

MID-POINT & EXTEND FROM POSTS

EA. SIDE OF OH DOOR-EXTEND

DIAGONALLY TO 3RD TRUSS FROM

END WALL

EXIST'G. OH DOORS

TO REMAIN

EXIST'G. METAL SIDING

TO REMAIN (TYPICAL)

(TYPICAL @ EXTERIOR U.N.O.)

REFER TO DET. 2/A301

ELEV. = 114'-0" V.I.F.

TOP OF WALL

ELEV. = 99'-11"

FIN. FLOOR @ OPN'GS.

NEW 6" DIA. STL. PIPE

BOLLARDS EA. SIDE

EXTEND OUTSIDE COLUMNS TO

ROOF DECK, SECURE TO GABLE

INDICATES HEADER & COLUMNS-

TRUSS FOR LATERAL BRAC'G.

2x4 DIAG. WIND BRACING @

MID-POINT & EXTEND FROM POSTS

EA. SIDE OF OH DOOR-EXTEND

DIAGONALLY TO 3RD TRUSS FROM

END WALL

EXIST'G. OH DOORS

TO REMAIN

EXIST'G. METAL SIDING

TO REMAIN (TYPICAL)

(TYPICAL @ EXTERIOR U.N.O.)

REFER TO DET. 2/A301

DEC 2025

KT-220230026

C op yr ig ht

Ke nd ra C

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

ELEVATIONS

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

FIELD OFFICE

GRAWN, MICHIGAN

IMPROVEMENTS FOR:

3730 E. MILL ROAD

DNR GRAWN

FILE #751/24323.RLO

POLE BUILDING

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

SOUTH ELEVATION

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

BUILDING

1 EXISTING CONDITIONS 6/10/2025

2 DESIGN DEVELOPMENT 12/10/2025

3 CD 50% REVIEW 2/25/2026

4 CD 90% REVIEW 3/27/2026

5 CD SET: LARA/BCC PLAN REVIEW 4/8/2026

6 CD SET: BIDDING 5/12/2026

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

NORTH ELEVATION

EXIST'G. FASCIA & SOFFIT

ROLLING DOOR

NEW 14'X14' STL. INSULAT'D.

NEW 6" DIA. STL. PIPE BOLLARDS -

REFER TO DET 1 & 2/A301

ELEV. = 114'-0" V.I.F.

TOP OF WALL

METAL FLASH'G.

STL. CHANNEL W/ PREFIN.

EXTEND OUTSIDE COLUMNS TO

ROOF DECK, SECURE TO GABLE

INDICATES HEADER & COLUMNS-

TRUSS FOR LATERAL BRAC'G.

2x4 DIAG. WIND BRACING @

MID-POINT & EXTEND FROM POSTS

EA. SIDE OF OH DOOR-EXTEND

DIAGONALLY TO 3RD TRUSS FROM

END WALL

TO REMAIN

BRACING EA. WAY, INSIDE FACE

WB126 METAL STRAP CROSS

NEW METAL SIDING @ EXIST'G.

OPN'G. AREA (MATCH EXIST'G)

EXIST'G. HM DOOR

TO REMAIN

EXIST'G. METAL SIDING

TO REMAIN (TYPICAL)

ELEV. = 99'-11"

FIN. FLOOR @ OPN'GS.

ELEV. = 114'-0" V.I.F.

TOP OF WALL

ELEV. = 99'-11"

FIN. FLOOR @ OPN'GS.

NEW 6" DIA. STL. PIPE

BOLLARDS EA. SIDE

EXIST'G. HM DOOR

TO REMAIN

(TYPICAL @ EXTERIOR U.N.O.)

REFER TO DET. 2/A301

SHOP

AREA

FIN. FLR. @ HI POINT = 100'-0"

FIN. FLR. @ OH DOOR = 99'-11"

2'-0" DIA.

PAD FOOTING W/ #5 DOWEL

TO POST

24" DIA. x12" H. CONCRETE

1/2" EXP. MATERIAL

2"x24" RIGID INSUL. UNDER

SLAB @ EXT. PERIMETER,

8 FT HORIZ. (TYP.)

6" CONC. SLAB W/6X6 - W2.9/2.9WWF

WWF REINF'G. LOCATED IN TOP 1/3

BARRIER ON 10" COMPACTED SAND

BASE ON EXIST'G. AGGREGATE/

UNDISTURBED SOIL OR ENG'D. FILL

G H T

6"X6" EXT. GRADE WOOD POST W/

#5 DOWEL, 8" MIN. INTO POST

#5 VERT. BENT RODS @ 48" O.C.

BOTT. FT. 42" MIN. BELOW

8" CONC. W/#5 BAR TOP &

BOTT. TRENCH FOOT'G. -INSTALL

FIN. GRADE

2X4 EXT. GRADE WOOD TIE

PURLINS BETWEEN COLUMNS

(BEYOND)

'-0

OF SLAB ON MIN. 10 MIL VAPOR

REINF'G. - SLOPE 1/4"

PER FOOT AWAY

6" X 42" HIGH BOLLARDS

CONC. FILLED - EMBED

48" MIN. IN CONCRETE

(TYP. 4 LOCATIONS THIS DOOR)

8" CONCRETE APRON @ EXTERIOR

W/6X6 - W2.9/2.9 WWF

#5 X 8" STL. DOWELS @

32" O.C. BETWEEN SLABS

W/ PREFAB POLY. COVER

NEW GRADE FLUSH W/SLAB,

SLOPE MAX. 5% AWAY

(TYPICAL ALL INTERIOR & EXTERIOR AREAS)

12"

TYPICAL

12"

TYPICAL

'-6

'-2

(3) 1 3/4 X 16" LVL

ROLLING DOOR W/HOUSING

COORD. SIZE W/ MANUF.

CONT. C8x11.5 STL.

CHANNEL FRAME W/

3/4" DIA. BOLTS @ 32" O.C.,

PAINTED (TYP.)

TRUSS BEARING

EL. = 113'-11" (V.I.F.)

EXIST'G. VERT. METAL SIDING

(PATCH/REPAIR AS REQ'D. TO

ACCOMMODATE NEW WORK @

NEW OH DOOR HEAD & 3 FT EA.

METAL FLASHING

3-1/2" METAL CLOSER

6"X6" EXT. GRADE WOOD POST

EXTENDED TO ROOF DECK

(BEYOND)

2X4 DIAG. BRACING FROM HEADER

TO 3RD TRUSS INWARD (TYPICAL

@ MIDPOINT & COLUMNS EA. SIDE

SIDE INFILL TO MATCH EXIST'G)

OF NEW OH DOOR)

MAINTAIN EXIST'G. TRUSS

BRIDGING (VIF)EXTERIOR GRADE 2X BLOCK'G.

14'-0" X 14'-0" OH

1" X 3" KEYWAY

SAWCUT JOINT

1/8" WIDE X 1/4

DEPTH OF SLAB

JOINT FILLER

CONCRETE SLAB

JOINT FILLER

CONCRETE SLAB

CONTROL JOINT

CONSTRUCTION JOINT

SHOP

AREA

FIN. FLR. @ HI POINT = 100'-0"

FIN. FLR. @ OH DOOR = 99'-11"

(VIF)

EXIST'G. FOOTING

1/2" EXP. MATERIAL

REINF'G. - SLOPE 1/4"

PER FOOT AWAY

6" X 42" HIGH BOLLARDS

CONC. FILLED - EMBED

48" MIN. IN CONCRETE

(TYP. @ EXTERIOR, EXIST'G. DOORS)

EXIST'G. STRUCTURAL POST

8" CONCRETE APRON @ EXTERIOR

W/6X6 - W2.9/2.9 WWF

#5 VERT. BENT RODS @ 48" O.C.

BOTT. FT. 42" MIN. BELOW

8" CONC. W/#5 BAR TOP &

BOTT. TRENCH FOOT'G. -INSTALL

FIN. GRADE

2X4 EXT. GRADE WOOD TIE

PURLINS BETWEEN COLUMNS

(VIF)

#5 X 8" STL. DOWELS @

32" O.C. BETWEEN SLABS

W/ PREFAB POLY. COVER

EXIST'G. DOOR JAMB

(VIF)NEW GRADE FLUSH W/SLAB,

SLOPE MAX. 5% AWAY

6" CONC. SLAB W/6X6 - W2.9/2.9WWF

WWF REINF'G. LOCATED IN TOP 1/3

BARRIER ON 10" COMPACTED SAND

BASE ON EXIST'G. AGGREGATE/

UNDISTURBED SOIL OR ENG'D. FILL

OF SLAB ON MIN. 10 MIL VAPOR

(TYPICAL ALL INTERIOR & EXTERIOR AREAS)

12"

'-6

'-2

DEC 2025

KT-220230026

C op yr ig ht

Ke nd ra C

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

& DETAILS

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

FIELD OFFICE

GRAWN, MICHIGAN

IMPROVEMENTS FOR:

3730 E. MILL ROAD

DNR GRAWN

FILE #751/24323.RLO

POLE BUILDING

kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A301

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

BLDG. ELEV'N.

1 EXISTING CONDITIONS 6/10/2025

2 DESIGN DEVELOPMENT 12/10/2025

3 CD 50% REVIEW 2/25/2026

4 CD 90% REVIEW 3/27/2026

5 CD SET: LARA/BCC PLAN REVIEW 4/8/2026

6 CD SET: BIDDING 5/12/2026

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

WEST ELEVATION

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

EAST ELEVATION

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

OH DOOR

SECT. @

A201

SCALE: 1 1/2" = 1'-0"

CONCRETE DETAILS

SLAB ON GRADE

A201

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

EXIST'G. DOORS

SECT. @

A201

DEVICE (i.e., HAVING A DIRECT (HOT) CONNECTION TO THE BATTERY).

CONNECT ALL EXIT SIGNS AHEAD OF THE LOCAL AREA LIGHTING'S CONTROL3.

4. COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF LIGHT FIXTURES WITH

THE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS.

GENERAL ELECTRICAL NOTES:

E.C. SHALL VERIFY ALL ROUGH-IN ELEVATIONS, LOCATIONS AND/OR

HEIGHTS OF ALL LIGHT FIXTURES, RECEPTACLE OUTLETS, ETC. WITH

CAUTION !!!!!!!!1.

10.

OWNER RESERVES THE RIGHT TO ADJUST LOCATIONS OF DEVICES A MAXIMUM

OF 6' FROM WHERE SHOWN ON PLANS.

11.

ANY NEW CONDUIT PENETRATIONS THROUGH WALLS SHALL BE

APPROPRIATELY FIRE-STOPPED, SMOKE-STOPPED, OR CAULKED WHEN

PENETRATION SIZE EXCEEDS CONDUIT SIZE.

ARCHITECT/ENGINEER. FAILURE TO DO SO WILL REQUIRE E.C. TO RELOCATE

RESPECTIVE ITEMS AT THE E.C.'S EXPENSE.

E.C. TO VERIFY ALL FIRE RATED CONSTRUCTION LOCATIONS AND

FIRE RATED CONSTRUCTION:

REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

ALL PENDANT MOUNTED FIXTURES SHALL BE SECURELY HUNG FROM5.

BUILDING STRUCTURE.

PROVIDE KEVLAR PULL STRINGS IN ALL SPARE CONDUITS.7.

AND SHALL OPERATE AT LOSS OF NORMAL POWER BY HAVING A DIRECT (HOT)

TO AN EMERGENCY INVERTER OR CONTAIN AN INTEGRAL EMERGENCY BATTERY

THE LIGHTS THAT ARE SHADED REPRESENT LIGHTS THAT HAVE A CONNECTION2.

CONNECTION TO THE EMERGENCY INVERTER OR INTEGRAL BATTERY.

SHALL COMPLY WITH NEC ARTICLES 700 & 701, AS REQUIRED.

ALL CONDUIT AND CONDUCTORS FOR THE EMERGENCY LIGHTING SYSTEM

6. E.C. SHALL COORDINATE PROPER PLACEMENT OF OCCUPANCY SENSORS

MOUNTED ON THE TRUSSES WITH THE MANUFACTURER'S REPRESENTATIVE.

DEVICE ON REAR SIDE OF COVER

OTHER THAN POWER OR

LIGHTING CKT.'S LABEL

COVERS INDICATING SYSTEM

TYPE AND ZONES.

JUNCTION BOXES (EXPOSED

OR CONCEALED ABOVE

FOR J.B.'S CONTAINING

ACCESSIBLE CEILING)

PLATE. USE PERMANENT MARKER PEN,

BRADY MARKING SYSTEM OR OTHER

METHOD APPROVED BY THE ENGINEER

CKT.S

LP4-13,15,17

"P.A. ZONES 4,5,&6"

"DATA CIRCUITS A&B"

"EXIT SIGNS-EMI&2"

"EMERG. CKTS. BPEM-3,4"

"FIRE ALARM-ZONES 2&3"

LABEL EXAMPLES:

LABEL COVERS WITH CKT.'S

METHOD.

SWITCH PLATE

STANDARD TOGGLE

REAR SIDE

LABEL CKT. NO. OF EACH

DUPLEX RECEPTACLE

ELECTRICAL IDENTIFICATION

N-2

FRONT

OF PLATE

FRONT

PLATE

N-5

OF PLATE

REAR SIDE

WIRE SIZE REQUIREMENTS

WIRES FOR RUNS OVER 100'-0" SHALL BE DETERMINED ON THIS

LENGTH OF RUN - FROM PANEL TO FIRST CONNECTION - FEET

NOTE:

BASED ON A MAXIMUM OF 3.6-VOLT DROP (3%) ON 120V CIRCUITS.

#12

#10

#12

#10

CIRCUIT AMPS

AMPS

BRANCH

50' 60'

#10

#12

#10

#10 #10

90'

A MAXIMUM OF A 3% DROP ALLOWED.

70' 80' 100' 110'

#10

120' 130'

ELECTRICAL ABBREVIATIONS

C/B, CB

DWG

EWC

GFI

GEC

AMPERES

CIRCUIT BREAKER

CONDUIT

ELECTRICAL CONTRACTOR

EXHAUST FAN

DRAWING

COOLER

ELECTRIC WATER

CIRCUIT INTERRUPTER

GROUND FAULT

CONDUCTOR

GROUNDING ELECTRODE

EGC CONDUCTOR

EQUIPMENT GROUNDING

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AC ABOVE COUNTER

GTD

KVA KILOVOLT-AMPERES

KW KILOWATTS

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MDP MAIN DISTRIBUTION PANEL

MLO MAIN LUG ONLY

NTS NOT TO SCALE

RGS RIGID GALVANIZED STEEL

TVSS SUPPRESSION

TRANSIENT VOLTAGE SURGE

UON UNLESS OTHERWISE NOTED

V VOLT

VFD VARIABLE FREQUENCY DRIVE

W WIRE

WP WEATHERPROOF

XFMR TRANSFORMER

WG WIREGUARD

NL NIGHT LIGHT

P PUMP

PNL PANEL

PS PRIMARY SWITCH

PT PRIMARY TRANSFORMER

ERV VENTILATOR

ENERGY RECOVERY

EWH HEATER

ELECTRIC WATER

G GROUND

EMT ELECTRICAL METALLIC TUBING

PVC POLYVINYL CHLORIDE

1-21 PANEL 1, CIRCUIT 21

E EXISTING TO REMAIN

TR TAMPER RESISTANT

BC BELOW COUNTER

UGRD or U/G UNDERGROUND

DF DEAD FRONT

SM SURFACE MOUNT

CM CEILING MOUNT

xR EXISTING (TO BE) RELOCATED

EH ELECTRIC HEATER

ACL ABOVE CEILING

BCL BELOW CEILING

HORZ HORIZONTAL

DEVICE

GENERATOR TRANSFER x EXISTING

KCMIL THOUSAND CIRCULAR MILS

DED DEDICATED

ELECTRICAL SYMBOL LEGEND

DESCRIPTIONSYMBOL NOTES

CEILING MOUNTED DUPLEX OUTLET - 20 AMP

REFER TO SPECIFICATIONS AND RISER DIAGRAM.

MOUNTED IN JUNCTION BOX (ABOVE ACCESSIBLE CEILING IF APPLICABLE)

CONNECT TO OCCUPANCY SENSORS AND ACCESSORIES AS INDICATED

EMERGENCY LTG. UL924 LOAD CONTROL RELAY

ED - LVS CONTROLS #EPC-1-D

ES - LVS CONTROLS #EPC-D-F-LS (SET TO 75% LOAD SHED)

MOUNT @ 16" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED

WAVELINX WIRELESS WALLSTATION, TYPE 1

WAVELINX WIRELESS AREA CONTROLLER

SW1

DUPLEX RECEPTACLE WITH GROUND FAULT (GFCI)

PROTECTION - 20 AMP

1-PHASE ELECTRICAL PANELBOARD

ELECTRIC UTILITY METER

SEE LIGHTING FIXTURE SCHEDULE FOR TYPES

WALL MOUNTED FIXTURE, TYPE X

1'x4' FIXTURE, TYPE XX

PUSH BUTTON COORDINATE REQUIREMENTS WITH SHOP DRAWINGS

E EMERGENCY ONLY FIXTURE, TYPE XX SEE LIGHT FIXTURE SCHEDULE FOR TYPES

SEE LIGHTING FIXTURE SCHEDULE FOR TYPESEXIT SIGN, WITH EMERGENCY LIGHTING TYPE XX

SEE WIRELESS LIGHTING CONTROLS DETAIL ON THIS SHEET FOR TYPES

NOT TO SCALE

NOTE:

WIRELESS AREA CONTROLLER (WAC) AND

ASSOCIATED WIRELESS CONTROLS SHALL BE

PROGRAMMED BY THE E.C. TO THE OWNER'S

SPECIFICATIONS. E.C. SHALL TRAIN THE OWNER

HOW TO PROGRAM/ADJUST THE CONTROL SETTINGS.

H N

Wireless Enabled Light Fixture w/ 0-10V Dimming (See Electrical Floor Plans for more details.)

WIRELESS LIGHTING CONTROLS DETAIL

Wireless Area Controller (Cooper #WAC2-120) installed within 150ft of WCL devices

Wireless 20A Relay w/ 0-10V Dimming & Dry Contacts (Cooper #WSP-CA-010)

H N

TO NON-WIRELESS

ENABLED LIGHT

FIXTURES

0-10V

TO OCCUPANCY

SENSOR

Extreme Temp Sensor to be used w/ Switchpack (Cooper #OXC-P-1500-R)

RELAY

EMER. NEUTRAL

EMER. CONSTANT

UTILITY NEUTRAL

UTILITY CONSTANT

UTILITY SWITCHED

16 AMP MAX. LOAD

EMER. SWITCHED

EM.

LIGHT

FIXT.

LOCAL SWITCH CONTROL WIRING DETAIL - NTS

DEVICE - WIRING DETAIL

DIMMING

WIRELESS NORM.

LIGHT

FIXT.

J-BOX

4" SQ. DEEP

FIXTURES USED

NORMAL LIGHT

AS EM. FIXTURES

LOAD

CONTROL

RELAY

(LCR)

UL 924 LOAD CONTROL RELAY (LCR)

ELECTRICAL RISER DIAGRAM

NOT TO SCALE

EXOTHERMIC WELD OR

UL-LISTED IRREVERSIBLE

CLAMPS ON ALL G.E.C.

G.E.C. NOTE:

CONNECTIONS.

1#4 (CU) G.E.C.1#4 (CU) G.E.C.

PIPE.

TO METALLIC WATER

BOND 1#4 (CU) G.E.C.

BUILDING STEEL

CONNECTIONS

2 - 3/4" x 10' 0"

COPPER CLAD

GROUND RODSBUILDING CONCRETE FOOTING

IN FOOTING CONCRETE

30'-0" MIN. POURED

#4 BARE (CU)

ELECT.

UTILITY

METER

PANEL #1

ON BLDG.

200A MCB

NEW CHERRYLAND ELECRTRIC

COOPERATIVE (CEC) UNDERGROUND

ELECTRIC. E.C. TO PROVIDE AND

INSTALL ONE (1) 3" SCH. 40 PVC

CONDUIT WITH PULL STRING AND 36"

SWEEPS A MIN. 24" BELOW GRADE.

COORDINATE WITH CEC. E.C. SHALL

VERIFY AVAILABLE 120/240V-1Ø-3W

FAULT CURRENT W/ UTILITY PRIOR TO

ORDERING NEW MAIN BREAKERS AND

FUSES.

1#4 (CU)

BARE G.E.C.

1#6 (CU)

BARE G.E.C.

3#3/0, 2"C

W P MOUNT @ 24" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTEDTAMPER-RESISTANT (TR), WEATHER-RESISTANT (WR), DUPLEX RECEPTACLE WITH GROUND FAULT (GFCI)

PROTECTION AND WEATHER PROOF IN-USE COVER

MOUNT @ 16" A.F.F. TO BOTTOM OF BOX, UNLESS OTHERWISE NOTEDQUAD RECEPTACLE WITH GROUND FAULT (GFCI)

PROTECTION - 20 AMP

SEE WIRELESS LIGHTING CONTROLS DETAIL ON THIS SHEET

DESIGNATES WIRELESS DIGITAL NETWORK FIXTURE/DEVICE SEE LIGHT FIXTURE SCHEDULE FOR TYPES AND WIRELESS

LIGHTING CONTROLS DETAILS FOR MORE INFORMATION

9. UNCLASSIFIED NOTE:

A. THIS BUILDING IS CONSIDERED A 'PARKING GARAGE' PER ARTICLE 511

OF THE 2023 NEC AND IS THEREFORE UNCLASSIFIED.

B. HOWEVER, ALL ELECTRICAL DEVICES AND EQUIPMENT SHALL BE

LOCATED AND INSTALLED ABOVE 18" AFF.

C. ALL CONDUIT FEEDS TO ELECTRICAL EQUIPMENT AND DEVICES SHALL

BE FROM ABOVE AND SHALL BE SURFACE MOUNTED.

D. THE LOCATION OF THE OVERHEAD DOOR MOTOR CONTROLS AND

POWER CONNECTION LOCATIONS SHALL BE COORDINATED WITH THE

DOOR SUPPLIER/INSTALLER.

COORDINATE ELECTRICAL CONNECTION REQUIREMENTS AND LOCATIONS FOR

THE OVERHEAD DOORS WITH THE OVERHEAD DOOR MANUFACTURER CUT

12.

SHEETS/SHOP DWGS.

H N

SW1

Wireless Wallstation Sw1: 1-BUTTON (#WW1-x)

NOT TO SCALE

ELECTRICAL ENCLOSURE DETAIL

34"

24"

INV-1

175W

14.25"W x17.25"H x 6.5"D

800W ELECTRIC

HEATER HOFFMAN

#DAH8001B

MOUNT HORIZONTALLY

TO BACK WALL OF

ENCLOSUREHOFFMAN ENCLOSURE

#T1F130LP

24"Wx34"Hx12.75"D

WALL MOUNTED

MAY 2026

KT-220230026

C op yr ig ht

Ke nd ra C

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

DETAILS & RISER

E000

DRAWING TITLE

KCT PROJECT NO.DRAWN

JAV/LMD

REVIEWED

JAV

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ELECTRICAL

FIELD OFFICE

GRAWN, MICHIGAN

CONCEPTS FOR:

3730 MILL ROAD

DNR GRAWN

FILE #751/24323.GAG

FACILITY IMPROVEMENT

kendra c.

architects, p.c.

THOMPSON

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

12/09/2025100% DD SET

LIGHT FIXTURE SCHEDULE

2 02/25/2026CD 50% REVIEW

3 03/27/2026CD 90% REVIEW

4 04/08/2026CD SET: LARA/BCC PLAN REVIEW

5 05/12/2026CD SET: BIDDING

FUTURE

O.H. DOOR

MOTOR

1-19

COLD

STORAGE AREA

NEW CONC. SLAB

EXPOSED CONSTRUCTION U.N.O.

42" AFF

1-6

O.H. DOOR

MOTOR

1-15

WPWP

O.H. DOOR

MOTOR

1-7

O.H. DOOR

MOTOR

1-11

O.H. DOOR

MOTOR

1-13

42" AFF

1-6

42" AFF

1-8

1-2

WP WP WP WP

NEW

PNL #1

WPWP

WP1

11'-0" AFG11'-0" AFG11'-0" AFG11'-0" AFG

11'-0" AFG11'-0" AFG

15'-0" AFG

9'-0" AFG

15'-0" AFG

9'-0" AFG

NOTE: MOUNT LIGHT FIXTURES

TO UNI-STRUT THAT IS

MOUNTED TO THE BOTTOM OF

THE TRUSSES.

B B B B

BBEBBBB

B B

BE B

B B

NEW

ELECTRIC

METER

42" AFF

1-4

1-6

42" AFF

1-6

42" AFF

1-6

42" AFF

1-8

O.H. DOOR

MOTOR

1-9

B B

FUTURE

O.H. DOOR

MOTOR

1-25

FUTURE

O.H. DOOR

MOTOR

1-21

FUTURE

O.H. DOOR

MOTOR

1-27

FUTURE

O.H. DOOR

MOTOR

1-17

FUTURE

O.H. DOOR

MOTOR

1-23

1-1 1-3

42" AFF

1-4

42" AFF

1-8

1-2 1-2 1-2

42" AFF

1-4

42" AFF

1-4 42" AFF

1-4

42" AFF

1-8

S W

1-5

1-1

S W

1-5

INV-1

1-1

INV-1

1-29

1-5

1-1 1-5

EMR

INV-1INV-1

HTR & EF

1-31

MAY 2026

KT-220230026

C op yr ig ht

Ke nd ra C

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

FLOOR PLAN

12/09/2025

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

ELECTRICAL FLOOR PLAN

E201

DRAWING TITLE

KCT PROJECT NO.DRAWN

JAV/LMD

REVIEWED

JAV

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ELECTRICAL

1 100% DD SET

FIELD OFFICE

GRAWN, MICHIGAN

CONCEPTS FOR:

3730 MILL ROAD

DNR GRAWN

FILE #751/24323.GAG

FACILITY IMPROVEMENT

kendra c.

architects, p.c.

THOMPSON

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

& SCHEDULES

2 02/25/2026CD 50% REVIEW

3 03/27/2026CD 90% REVIEW

4 04/08/2026CD SET: LARA/BCC PLAN REVIEW

5 05/12/2026CD SET: BIDDING

Sheets and Views

T100

220230026 DNR Grawn - shop bldg CD-BIDDING 12may2026-A301.pdf

Sheets and Views

A301

220230026 DNR Grawn - shop bldg CD-BIDDING 12may2026-A300.pdf

Sheets and Views

A300

220230026 DNR Grawn - shop bldg CD-BIDDING 12may2026-A201.pdf

Sheets and Views

A201

220230026 DNR Grawn - shop bldg CD-BIDDING 12may2026-A200.pdf

Sheets and Views

A200

220230026 DNR Grawn - shop bldg CD-BIDDING 12may2026-A100.pdf

Sheets and Views

A100

File details come from the government source that posted it. Updated Jun 3, 2026.