22025001 DNR Rose Lake CD Bid-Plan Review Set 01july2026-ISSUED-751-24215-jlm.pdf

CLINTON

COUNTY

INGHAM

COUNTY

SH

IA

WAS

SE

E

CO

UN

TY

CLINTON

COUNTY

EATON

COUNTY

LIVINGSTON

COUNTY

JACKSON

COUNTY

GRATIOT

COUNTY

IONIA

COUNTY

MONTCALM

COUNTY

SAGINAW

COUNTY

BID/PLAN REVIEW SET

EAST LANSING, MI

JULY 1, 2026

STATE GAME AREA

8903 STOLL ROAD

FACILITY IMPROVEMENTS FOR:

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

SHEET

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

SCHEDULE OF DRAWINGS:

T100 COVER SHEET

C0.1 SITE PLAN AND GRADING

C1.0 SEPTIC SYSTEM PLAN AND DETAILS

A100 GENERAL BUILDING INFORMATION

A101 ROOM FINISH & DOOR SCHEDULES

A102 DOOR DETAILS

A103 DOOR DETAILS

A200 OVERALL SCOPE OF WORK SITE PLAN

A201 ADMIN/EQUIPMENT AREA: OVERALL FLOOR PLAN

A202 ADMIN/EQUIPMENT AREA: EXIST'G./DEMOLITION PLAN

A203 ADMIN/EQUIPMENT AREA: FOUNDATION PLAN

A204 ADMIN/EQUIPMENT AREA: ENLARGED FLOOR PLAN - PART A

A205 ADMIN/EQUIPMENT AREA: ENLARGED FLOOR PLAN - PART B

A206 ADMIN/EQUIPMENT AREA: REFLECTED CEILING PLAN

A207 ADMIN/EQUIPMENT AREA: ROOF PLAN

A208 COLD STORAGE LEAN-TO

A300 ADMIN/EQUIPMENT AREA: BUILDING ELEVATIONS

A400 ADMIN/EQUIPMENT AREA: ADMIN/EQUIPMENT AREA

A401 ADMIN/EQUIPMENT AREA: ADMIN/EQUIPMENT AREA

A402 ADMIN/EQUIPMENT AREA: ADMIN/EQUIPMENT AREA

A403 ADMIN/EQUIPMENT AREA: WALL SECTIONS

A500 ADMIN/EQUIPMENT AREA: INTERIOR ELEVATIONS

A501 ADMIN/EQUIPMENT AREA: INTERIOR ELEVATIONS

PD201 PLUMBING DEMOLITION PLAN

P201 PLUMBING OVERALL PLAN: ADMIN/EQUIPMENT AREA

MD201 MECHANICAL DEMOLITION PLAN

M201 MECHANICAL ENLARGED PLAN: ADMINISTRATION AREA

M202 MECHANICAL ENLARGED PLAN: EQUIPMENT AREA

M203 MECHANICAL SCHEDULES AND DETAILS

E000 ELECTRICAL SCHEDULES AND DETAILS

ED201 ELECTRICAL DEMOLITION PLAN

E201L ELECTRICAL - LIGHTING PLAN: ADMIN/EQUIPMENT AREA

E201P ELECTRICAL - POWER PLAN: ADMIN/EQUIPMENT AREA

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

DNR - ROSE LAKE

DTMB FILE NO. 751/24215.JLM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

NO SCALE

STATE MAP

N NO SCALE

COUNTY MAP

N NO SCALE

LOCATION MAP

N

Know what's below.

Call before you dig.

SITE

Manistee, MI 49660

Kendra C. Thompson

803 Cherry Street t: 231.723.4195

Architects, P.C.

ARCHITECT:

t: 231.933.0510

Nealis Engineering

Traverse City, MI 49696 1419 Industry Drive

MECH/ELECT. ENGINEERS:

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

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

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

FT

W

EL

L I

SO

LA

TIO

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 &

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

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

2.0'

864863

20.0'

20.0'MOW

LINE

TREE

LINE

TREE

LINE

BUILDING

PROPANE

PROPANE

GRAVEL

864863

R50.0' WELL ISOLATION DISTANCE

10.0'

10.0'

10.0'

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: 07-01-26

PLACE:

1 EA. - 1,500 GALLON SEPTIC TANK

1 EA. - 300 GALLON PUMP CHAMBER

INLET INV = 860.90'±

OUTLET INV = 860.90'±

PUMP FLOAT SETTINGS

HIGH WATER = ______'

START PUMP = ______'

STOP PUMP = ______'

LOW WATER = ______'

BOTTOM OF TANK = _____'

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" IMPORTED SCREENED SANDY

LOAM TOPSOIL WITH GRASS COVER.

12" TILE BED

(MDOT 6A STONE)

EMBANKMENT

MATERIAL MDOT CL II

1:4 SLOPE

ELEV 862.00 FT

ELEV 864.00 FT

ELEV 863.00 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.

· ONE (1) EA. - 300 GAL PUMP CHAMBER W/ LIBERTY MODEL 283 1/2 H.P. 115 V EFFLUENT PUMP OR

APPROVED EQUAL.

· 400 SFT (20'x20') PRESSURE DISTRIBUTION CELL WITH 2 DOSING ZONES, 8 LATERALS (4 PER

ZONE @ 8-FT LENGTH AT 4-FT SPACING). LATERALS SHALL BE 1 12" DIAMETER WITH 14" HOLES AT

5-FT SPACING.

FORCE MAIN SHALL MAINTAIN 5' OF PIPE COVER. 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) DOSING SHALL BE ALTERNATED BETWEEN DOSING ZONES

4) 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 VIEW

DOSING

ZONE 1 DOSING

ZONE 2

NORTH

RESERVE SEPTIC

DRAINFIELD

PLACE:

22 LFT. - 1.5" SAN FORCEMAIN

(CONNECT TO AUTOMATIC DIVERTER VALVE)

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

AUTOMATIC DIVERTER VALVE

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.)

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.

STANDARD ABBREVIATIONS

SYMBOLS KEY

HATCHING PATTERN KEY

BARRIER-FREE MOUNTING HEIGHTS

'-0

" M

IN

M A X.

M

IN

M

IN

MIRROR

SIMILAR)

(LAV. IN COUNTER,

B.F. LAVATORY

'-0

" M A X.

'-0

" M

IN

'-0

" M A X.

TY

P.

'-4

'-3

M A X.

M

IN

(ON WALL

SIGNAGE

EQUIPMENT

MISC. DISPENSERS,

OF DOOR

MISC. CONTROLS

LATCH SIDE

M A X.

'-0

W/ COAT

HAT SHELF

BAR

7"-9"

'-1

B.F. WATER

"M

IN

-4

"M

A X

CLOSET

GRAB BARS

TOILET PAPER

DISPENSER

CONT. FLOW

'-2

'-3

'-5

39"-41"

BUILDING

N

DET. NO.

SHT. NO.

A000

0 DET. NO.

SHT. NO.

DET.

SHT.

A COL. NO.

A2

A-18

A

EL. NO.

SHT. NO.

SECTION

WALL/DETAIL

NORTH

ARROW

SECTION

CENTERLINE

DETAIL

BUBBLE

COLUMN

ROOM

101A DOOR

NUMBER

ROOM NAME/

NUMBER

INTERIOR

ELEVATION

WINDOW

TYPE

WALL

TYPE

8'0" CEILING

HEIGHT AFFA000

BRICK CONC BLOCK RIGID INSUL BATT INSUL ACOUST TILE

CONCRETE ASPHALT METAL FINISH WOOD GYP BOARD

EARTH SAND GRAVEL LUMBER PLYWOOD

ANG./L

BD.

FT. or '

A.F.F.

ACC.

ACC. PNL.

AC

ADDN.

ADJ.

A/C A.C.U.

A.H.U.

ALT.

ANCH.

A.B.

ANOD.

PT

APPR.

ARCH.

ASPH.

AUTO.

AVE.

BF

B.P.

BM.

B/C

BRG.

B.M.

BT.

BTW.

BIT.

BLKG.

BOTT.

B.S.

BDRY.

BLDG.

BRKT.

BULL.

CAB.

C.U.H.

CAP.

CPT.

L.L.

CSM.

C.I.

C.I.P.

CAT. NO.

C.B.

CLG.

CLG. HGT.

CEM.

CTR.

CL

C/C

CER.

C.T.

C.BD.

CHAM.

CHG.

CHAN.

CHKD. PL.

CHD.

CIRCUM.

C.O.

CLR.

CLO.

CW

COL.

CONC.

C.M.U.

COND.

CONF.

CONN.

CONST.

C.J.

CONT.

CONTR.

C.P.

CONV.

C.G.

CORR.

CPR.

CNTR.

CTSK.

CRS.

COV.

C.C.T.

CU. FT.

CFM

CY

CULV.

DAMPRG.

D.L.

DWG.

DEPT.

DES.

DIAG.

DIA.

DIFF.

DIM.

DIR.

EA.

E.F.

E.W.

E.I.F.S.

ELAST.

ELEC.

E.P.

EWC

EL

ELEV.

EMERG.

ENCL.

ENGR.

E/E

ENTR.

EPDM

EQ.

EQUIP.

EQUIV.

EST.

EXC.

EXH.

E.F.

EXIST.

EXP.

E.J.

EXP'D.

EXT.

EXTR.

FAB.

F/F

F. FIN.

FIG.

FIN.

F.R.

FIN. FLR/F.F.

F.A.

F.E.

F.E.C.

FPRF'G.

FLASH.

FIXT.

FLR. FIN.

FLR.

F.D.

R.S.

FLUOR.

FLDG.

FTG.

FDN.

FR.

FR/COV.

FRMG.

FURN.

FURR.

GA.

GALV.

G

GSKT.

GEN.

GL.

GLZ.

G.B.

GR

GB

G.F.I.

GT

GYP. BD.

H.R.

HDRW.

HR.

HD

HDR

HTR.

HTG.

HVAC

HGT

HEX.

H.

H.P.

HWY.

HSTWY.

H.M.

HORIZ.

H.B.

HRWD.

HYD.

I.D.

IN. or "

INCL.

INFO.

I.D.

I.F.

INST'L.

INSUL.

INT.

INV.

J.C.

JT.

JST.

K.P.

KIT.

K.D.

LBL.

LAB.

LAM.

LGE.

LDRY.

LAV.

L.H.

LGTH.

LEV.

LT.

LPRF.

LTG.

LTWT.

LTL.

LIN. DIFF.

L.F.

L.L.H.

LG.

L.L.V.

L.P.

LVR

LBR.

LBS. OR #

MACH.

M.A.U.

M.B.

MACH. RM.

MAINT.

MAT'L.

M.H.

MAS.

M.O.

MAX.

MED.

MEMB.

MEZZ.

MET.

UR.

MIN.

MIR.

MISC.

M.I.

MOD.

M.S.&S.

MLDG.

MTD.

MULL.

NAT.

N.S.

NRC

NOM.

NOR.

N N.I.C.

N.T.S.

NO. or #

O.C.

OPG.

OPER.

OPP.

OPP. HD.

ORIG.

OZ.

O/O O.A.

O.D.

O.F.

OHD.

PTD

PR

P.T.D.

P.T.W.R.

PRTN.

PVMT.

PED.

PERF.

PERIM.

PERM.

PERP.

PH

PLAS.

PL. LAM.

PL

PLBG

PLWD

FIRE EXTINGUISHER

POL.

PVC

PORC.

PSI

PCF

P/C

PREFAB.

P.T.WD.

PRIV.

PROJ.

PROP.

P.L.

P.S.

QTY

Q.T.

QTR

QTR. RD.

RAD.

REC'G.

RECT.

REF.

REFL.

REFR.

REINF.

REM.

REQ'D.

RESIL.

REV.

R.

R.O.W.

R.D.

R.H.

RM.

RFG.

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R.O.

SAN

RND.

S.D.

SCHED.

S.S.

SECT.

SERV.

SHTHG.

SHT.

SHT. MET.

SHWR

S&R

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S.D.

SK

SPEC.

CONVECTOR

SPKLR.

SQ.

S.F.

STAG.

ST. STL.

STD

STL

STL. PL.

STIFF.

STOR.

ST.

STRUCT.

S. STL.

SURF.

SUSP.

SW.

SYM.

SYS.

T.BD.

TECH.

TEL.

TV

TEMP.

T

THK

THRESH.

THRU

T/TOIL.

T.P.

T.P.H.

T&G T&B T/C T.O.F.

T.O.W.

T.B.

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TRAN.

T T.D.

TS

TYP.

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UNFIN.

U.H.

U.V.

USGS

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V. BARR.

V

VTR

VENT.

V.I.F.

VERT.

VEST.

VCT

W.CAB.

W.C.O.

W/W

W.

W.C.

W.H.

W.STPG.

WT.

W.

W.O.

W.M.

W/ W/O

WD

YD

YR

ABOVE FINISHED FLOOR

ACCESS

ACCESS PANEL

ACOUSTIC TILE

ADDITION

ADJUSTIBLE

AIR CONDITIONING

AIR CONDITIONING UNIT

AIR HANDLING UNIT

ALTERNATE

ANCHOR

ANCHOR BOLT

AND

ANGLE

ANODIZED

APPROXIMATE

ARCHITECT/ARCHITECTURAL

ASPHALT

AT

AUTOMATIC

AVERAGE

BARRIER FREE

BASE PLATE

BEAM

BACK OF CURB

BEARING

BENCH MARK

BENT

BETWEEN

BITUMINOUS

BLOCKING

BOARD

BOTH SIDES

BOTTOM

BOUNDARY

BRACKET

BUILDING

BULLETIN

CABINET

CABINET UNIT HEATER

CAPACITY

CARPET

CASEMENT

CAST IRON

CAST IRON PIPE/CAST-IN-PLACE

CATALOG NUMBER

CATCH BASIN

CEILING

CEILING HEIGHT

CEMENT

CENTER

CENTERLINE

CENTER-TO-CENTER

CERAMIC

CERAMIC TILE

CHALKBOARD

CHAMFER

CHANGE

CHANNEL

CHECKERED PLATE

CHORD

CIRCUMFERENCE

CLEAN OUT

CLEAR

CLOSET/CLOSURE

COLD WATER

COLUMN

CONCRETE

CONCRETE MASONRY UNIT

CONDUIT

CONFERENCE

CONNECT

CONSTRUCTION

CONTROL JOINT

CONTINUE/CONTINUOUS

CONTRACTOR

CONTROL PANEL

CORRIDOR/CORRUGATED

CORNER GUARD

CARPET

COUNTER

CUBIC FEET

COUNTERSINK

COURSE

COVER

CLINICAL CURTAIN TRACK

CUBIC FEET PER MINUTE

CUBIC YARD

DIAMETER

CULVERT

DAMPROOFING

DEAD LOAD

DRAWING

DEPARTMENT

DESIGN

DIAGONAL

DIFFUSER

EACH WAY

DIMENSION

DIRECTORY

EACH

EACH FACE

ELEVATION

EXTERIOR INSULATION FINISH SYSTEM

ELASTOMERIC

ELECTRIC/ELECTRICAL

ELECTRICAL PANEL

ELECTRIC WATER COOLER

ELEVATOR

EMERGENCY

ENCLOSURE

ENGINEER

MAKE-UP AIR UNIT

END-TO-END

ENTRANCE/ENTRY

ETHYLENE PROPYLENE DENE MONOMER

EQUAL

EQUIPMENT

EQUIVALENT

ESTIMATE

EXCAVATED

EXHAUST

EXHAUST FAN

EXISTING

EXPANSION

EXPANSION JOINT

EXPOSED

EXTRUDED

FLOOR-TO-FLOOR

FABRICATED/FABRIC

FACTORY FINISH

FEET/FOOT

FIGURE

FINISH FLOOR

FINISH/FINISHED

FIRE ALARM

FIRE EXTINGUISHER CABINET

FIRE RETARDANT/FIRE TREATED

WALL CABINET

FIXTURE

FIREPROOFING

FLASHING

FLOOR

FLOOR DRAIN

FLUORESCENT

FLOOR FINISH

FOLDING

FRAME

FOOTING

FOUNDATION

FRAME AND COVER

FRAMING

GAUGE

FURNISH/FURNISHED

FURRING/FURRED

GAS

GALVANIZED

GLASS

GASKET

GENERAL

GRAB BAR

GLAZING

GRADE/GRILLE

GRADE BEAM

PERMANENT

GROUND FAULT INTERRUPTER

GROUT

GYPSUM BOARD

HANDRAIL

HARDWARE

HARDWOOD

HEAD

HEADER

HEATER

HEATING

HEATING, VENTILATING AND

HEIGHT

HEXAGON

HIGH

HIGH POINT

HIGHWAY

HOISTWAY

HOLLOW METAL

HORIZONTAL

HOSE BIBB

HOUR

HYDRANT/HYDRAULIC

IDENTIFICATION

INCH/INCHES

INCLUDE/INCLUDING

INFORMATION

INSIDE DIAMETER

INSIDE FACE

INSTALL/INSTALLATION

INSULATION

INTERIOR

INVERT

JANITOR CLOSET

JOINT

JOIST

KICK PLATE

KITCHEN

KNOCK DOWN

LABEL

LABORATORY

LAMINATE/LAMINATED

LARGE

LAUNDRY

LAVATORY

LEFT HAND

LENGTH

LEVEL

LIGHT

LIGHTPROOF

LIGHTING

LIGHTWEIGHT

LINTEL

LINEAR DIFFUSER

LINEAR FEET/FOOT

LIVE LOAD

LONG

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOUVER

LOW POINT

LUMBER

POUNDS

MACHINE

MARKER BOARD

MACHINE ROOM

MAINTENANCE

MANHOLE

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MEDIUM

MEMBRANE

METAL

MEZZANINE

MINIMUM

MIRROR

MISCELLANEOUS

MISCELLANEOUS IRON

MODEL

MOP STRIP AND SHELF

MOLDING

MOUNTED

MULLION

NATURAL

NEAR SIDE

NOICE REDUCTION COEFFICIENT

NOMINAL

NORMAL

NORTH

NOT-IN-CONTRACT

NOT-TO-SCALE

NUMBER

ON CENTER

OPENING

OPERATOR

OPPOSITE

OPPOSITE HAND

ORIGINAL

OUNCE

OUT-TO-OUT

OUTSIDE AIR

OUTSIDE DIAMETER

OUTSIDE FACE

OVERHEAD

PAINTED

PAIR

PAPER TOWEL DISPENSER

PAPER TOWEL WASTE RECEPTACLE

PARTITION

PAVEMENT

PEDESTAL

PERFORATED

PERIMETER

URINAL

PERPENDICULAR

PHYSICALLY HANDICAPPED

PLASTER

PLASTIC LAMINATE

PLATE

PLUMBING

PLYWOOD

POINT

POLISH/POLISHED

POLYVINYLCHLORIDE

PORCELAIN

POUNDS PER SQUARE INCH

POUNDS PER CUBIC FOOT

PRECAST

PREFABRICATED

PRESERVATIVE TREATED WOOD

PRIVACY

PROJECT/PROJECTOR

PROPERTY/PROPOSED

PROPERTY LINE

PURSE SHELF

QUANTITY

QUARRY TILE

QUARTER

QUARTER ROUND

RADIUS

RECEIVE/RECEIVING

RECEPTACLE

REFER/REFERENCE

REFLECTED/REFLECTIVE

REFRIGERATOR

REINFORCED/REINFORCING

REMOVE/REMOVABLE

REQURIED

RESILIENT

REVISED/REVISION

RISER

RIGHT-OF-WAY

ROOF DRAIN

ROOF HATCH

ROOF SUMP

ROOFING

ROOF TOP UNIT

ROOM

ROUGH OPENING

ROUND

SANITARY

SANITARY NAPKIN DISPOSAL

SCHEDULE

SECTION

SERVICE

SERVICE SINK

SHEATHING

SHEET

SHEET METAL

SHELF AND ROD

SHOWER

SIMILAR

SINK

SOAP DISPENSER

SOUND TRANSMISSION CLASS

SPECIFICATIONS

SPRINKLER

STAGGERED

SQUARE

SQUARE FEET/FOOT

STAINLESS STEEL

STANDARD

STEEL PLATE

STEEL

SWITCH

STIFFENER

STORAGE

STREET

STRUCTURAL

STRUCTURAL STEEL

SURFACE/SURFACING

SUSPEND/SUSPENSION

SYMBOL/SYMMETRICAL

SYSTEM

TECHNICAL

TACKBOARD

THICK/THICKNESS

TELEPHONE

TELEVISION

TEMPERATURE

THERMOSTAT

THRESHOLD

THROUGH

TOILET PAPER HOLDER

TOILET

TOILET PAPER DISENSER

TONGUE AND GROOVE

TOP OF CURB

TOP AND BOTTOM

TOWEL BAR

TOP OF FOOTING

TOP OF WALL

TOWEL DISPENSER

TRANSOM

TOWEL DISPENSER

TREAD

TRENCH DRAIN

TUBE SECTION

TYPICAL

DET.

UNDERWRITERS LABORATORY

UNFINISHED

UNIT HEATER

UNIT VENTILATOR

UNITED STATES GEOLOGICAL SURVEY

UNLESS NOTED OTHERWISE

VAPOR BARRIER

VENT

VENT THRU ROOF

VENTILATE/VENTILATION

VERIFY IN FIELD

VERTICAL/VERTICALLY

VESTIBULE

VINYL COMPOSITION TILE

WALL CLEAN OUT

WALL-TO-WALL

WEST

WATER CLOSET

WATER HEATER

WEATHERSTRIPPING

WEIGHT

WIDE/WIDTH

WINDOW OPENING

WIRE MESH

WITH

WITHOUT

WOOD

YARD

YEAR

ACT

ACOUSTIC/ACOUSTICAL

AMT

ALUMINUMALUM./AL

AMOUNT

AIR CONDITIONING

MECH. MECHANICAL

AND WASTE RECEPTACLE

DETAIL

WWR

STC

WELDED WIRE REINFORCING

FFE FURNITURE, FIXTURES & EQUIPMENT

FOR USE WHERE NOT OTHERWISE INDICATED ON DETAILED DRAWINGS - ALL WORK TO COMPLY W/CURRENT EDITION OF ANSI A117.1 & ADA REQUIREMENTS

DWG. DRAWING

H.D. HAND DRYER

S.C. SHARPS CONTAINER DISPOSAL

C.H. COAT (OR ROBE) HOOK

W.D. WASTE DISPOSAL

BUILDING DESIGN DATA

BARRIER-FREE MIN. CLEARANCES

60" DIA.

60"

18" MIN.

12" MIN.

" M

IN

C

LE

A R

" M

IN

C

LE

A R

36" MIN. CLEAR

" M

IN

C

LE

A R

EXTERIOR

SIDE

" M

IN

C

LE

A R

12" MIN.

INTERIOR EXTERIOR

EXISTING BUILDINGS

60"

" 3

12" 36" 12"

T-SHAPE

EXISTING BUILDINGS

APPLICABLE CODES:

INDICATES 1-HR. FIRE RATED PARTITION

1-HOUR RATED WALLS: MECH/ELECT ROOM SEPARATION WALLS

MICHIGAN BUILDING CODE, 2021

MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS, 2021

ICC/ANSI A117.1, 2017

MICHIGAN MECHANICAL CODE, 2021

MICHIGAN PLUMBING CODE, 2021

ASHRAE, AS APPLICABLE

MICHIGAN ELECTRICAL CODE, 2023 W/MICHIGAN PART 8 RULES

BUILDING USE:

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

EXISTING: B, BUSINESS AND S-1 STORAGE MODERATE HAZARD

MBC: 5B

EXISTING: 2,268 SF, GROSS INTERIOR

RENOVATION: 2,268 SF, GROSS INTERIOR

BUILDING CONSTRUCTION TYPE:

BUILDING AREA:

OCCUPANY:

OCCUPANCY, B USE: 15 PERSONS (NO CHANGE)

OCCUPANCY, EXISTING: 15 PERSONS (BASED ON 150 SF/PERSON

EXISTING: NONE

FIRE SUPPRESSION:

PROPOSED: NONE REQUIRED

SEPARATION RATINGS

OCCUPANCY, S-1 USE: 8 PERSONS (BASED ON 300 SF/PERSON)

ROOFING

ROOF DEAD LOADS:

DECKING

STRUCTURE

MISCELLANEOUS

EXPOSURE FACTOR:

GROUND SNOW LOAD:

ROOF DESIGN LOADS

IMPORTANCE FACTOR:

BASIC WIND SPEED:

SEISMIC DESIGN CATEGORY:

2.5 PSF

2.5 PSF

7.0 PSF

5.0 PSF

1.0

30 PSF

1.1

120 MPH, EXPOSURE B

USE GROUP 1, SITE CLASS D

ADDITION: 2,176 SF, GROSS INTERIOR

TOTAL OCCUPANCY: 23 PERSONS

TOTAL BUILDING AREA: 4,444 SF, GROSS

B USE GROUP TO S-1 USE GROUP SEPARATION WALL

EXIST'G. ROOF TRUSSES:

DEAD LOAD @ 10 PSF MAX

@ BOTTOM CHORD

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

INFORMATION

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

GENERAL

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

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

'-0

3'-0"

'-0

TEMP'D.

GLASS

TEMP'D.

GLASS

3'-0"

'-0

TEMP'D/

INSUL'D

3'-0"

GLASS

'-6

INSUL'D. @ EXT.

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO SCHEDULE

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO SCHEDULE

ROLLING OH DOOR

A

2"

3'-0" 2"

'-0

B

2" 2"

'-0

3'-0" 2" 1'-8"

TEMPER'D

GLASS

(TYPICAL)

5'-2"

'-4

C

2" 2" 3'-0"

TEMPER'D

INSUL'D. GLASS

(TYPICAL)

2" 2'-0"

5'-6"

D

4" 2"

TEMPER'D

GLASS

2" 3'-9"

7'-5"

3'-0"

E

2"2" 3'-0"

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

2" 9'-8"

R

EF

ER

T

O S

C H

ED

U

LE

REFER TO SCHEDULE

FSTEEL FRAME,

PAINTED

GALV'D.

TEMPER'D

GLASS

'-0

'-4

'-0

'-4

'-0

'-4

3 4

4" HOLLOW METAL FRAME

2"

(2) 2x4 WOOD STUDS

HOLLOW METAL FRAME

DOOR TYPE

SEE DOOR SCHEDULE

DOOR TYPE

SEE DOOR SCHEDULE

8" 31

2" 5 8"

4"

31 2

5 8

3 4

(2) 2x6 WOOD

'-0

D

O O

R O

PE

N

IN

G

HEADER

5/8" GYP. BOARD

2x4 WD. STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

5 8

5/8" GYP. BOARD

2x4 WD. STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

5/8" GYP. BD.

2x4 WOOD STUDS @ 16" O.C.

5/8" GYP. BD.

SOUND ATTN. BLANKET

GENERAL

PARTITIONS

4"

WALL TYPES

EXTERIOR

WALL

(STAGGERED)

8"

EXIST'G. 2X4 WD STUDS @ 16" O.C.

EXIST'G. 3/4" EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

SOUND

PARTITION

5/8" GYP. BD.

5/8" METAL FURRING @ 16" O.C.

(PERPENDICULAR TO STUDS)

6"

2x4 WOOD STUDS @ 16" O.C.

5/8" GYP. BRD.

SOUND ATTN. BLANKET

5/8" GYP. BRD.

NEW R-21 INSULATION

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.GYP. BD.

2x4 WOOD STUDS @ 16" O.C.

GYP. BD.

SOUND ATTN. BLANKET

FIRE-RATED

PARTITIONS

4"

5/8" TYPE 'X' FIRE-RATED

5/8" TYPE 'X' FIRE-RATED

1-HR RATING

VAPOR BARRIER

MAIN ADMINISTRATION AREATOILET/SHOWER ROOMS

TO BOTTOM CHORD OF TRUSSES U.N.O.

ALL INTERIOR PARTITIONS EXTEND

ADMIN. / EQUIP.

FIRE-RATED

2x6 WOOD STUDS @ 16" O.C.

8"

R-21 INSULATION

2x4 WOOD STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" TYPE 'X' FIRE-RATED

GYP. BRD.

3/4" FIRE-RATED APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

EQUIP. AREA

EXTERIOR WALL

R-21INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

4"

1-HR RATING

EXTERIOR

WALL

8"

EXIST'G. EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

NEW R-21 INSULATION

VAPOR BARRIER

EXIST'G. 2x6 WD STUDS @ 16" O.C.

NEW 5/8" GYP. BOARD VAPOR BARRIER

EXISTING SOUTH ADDITION

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

DETAILS

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

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A101

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

SCHEDULES &

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

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

FRAME

TYPEMAT. GLASS

DOOR

LOCATIOND

O O

R N

O

DOOR AND OPENING SCHEDULE

TYPE

DETAIL

MAT. GLASS JAMB HEAD HARDW. RATING REMARKSSIZE

FIRE

100A LOBBY 3 TEMP/INSUL C FRP3'-0" X 7'-0" X 1-3/4" FRP -

105A OFFICE #1 1 B HMWOOD

109A SERVICE AREA 3 HMWOOD -

ROOM FINISH SCHEDULE

102 MECH/ELECTRICAL

STORAGE

OFFICE #1

OFFICE #2

R O

O M

N O

NAME

LOBBY

MEETING ROOM

ROOM

BASE MT'L

WALL FLOOR

MT'L MT'L

WALL CL'G

REMARKS

UNISEX TOILET ROOM

LVT-14" VINYL

OFFICE #3

GYP. BOARD, PAINT

GYP. BOARD, PAINT

OFFICE #4

SERVICE AREA

GYP. BOARD, PAINT 4" VINYL

WORK/STAFF AREA

4" VINYL

WELLNESS ROOM

4" VINYL LVT-1

113 STAFF ENTRY GYP. BOARD, PAINT 4" VINYL LVT-1

4" VINYL GYP. BOARD, PAINT

4" VINYL

4" VINYL

4" VINYL

114 BREAK ROOM

LVT-1

LVT-1

CONC. SEALER

LVT-1

GYP. BOARD, PAINT 4" VINYL

DOOR TYPES:

115 EQUIPMENT AREA 4" VINYL

GYP. BOARD, PAINT

GYP. BOARD, PAINT

GYP. BOARD, PAINT

GYP. BOARD, PAINT

GYP. BOARD, PAINT

STAFF TOILET ROOM

4" VINYL

4" VINYL

4" VINYL

4" VINYL

4" VINYL

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

GYP. BOARD, PAINT

GYP. BOARD, PAINT

GYP. BOARD, PAINT

3'-0" X 7'-0" X 1-3/4"

3'-0" X 7'-0" X 1-3/4"

TEMP/INSUL

114A BREAKROOM/EQUIP. AREA FRPFRP 60 MIN.3'-0" X 7'-0" X 1-3/4"

115A

115B

1 A

115C

115E

065/A103 6/A103

FRAME TYPES:

103A UNISEX TOIL. ROOM 3'-0" X 7'-0" X 1-3/4" A HMWOOD -

115D

115F

9/A102 10/102 07

SOLID SURF. WINDOW SILL

SOLID SURF. WINDOW SILL

SOLID SURF. WINDOW SILL

72" H X 30" W FRP PANELS @ MOP SINK (2 WALLS)

SOLID SURF. WINDOW SILL

SOLID SURF. WINDOW SILL

GYP. BOARD, PAINT

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.

GYP. BOARD, PAINT

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.

2' X 2' ACT/MET. SUSP.,

-1

TEMP'D.-

TEMP'D.DTEMP'D.

5/A102 6/A102

WD. SHEATH'G, PAINTEDRESINOUS FLOOR WD. SHEATH'G. PAINTED 20 FT WIDE X 10 FTHIGH METAL WALL PANELL'G @ WELDING AREA

GYP. BD. BULKHD, PAINT HT-1: FULL HEIGHT X FULL WIDTH @ EWC WALL

2' X 2' ACT/MET. SUSP.,

GYP. BD. BULKHD, PAINT

2' X 2' ACT/MET. SUSP. SOLID SURF. WINDOW SILL

SOLID SURF. WINDOW SILL

SOLID SURF. WINDOW SILL2' X 2' ACT/MET. SUSP.,

WD. T&G BULKHD

2' X 2' ACT/MET. SUSP.,

WD. T&G BULKHD

2' X 2' ACT-2/MET. SUSP,

GYP. BD. BULKHD, PAINT

72" H X 48" W FRP PANELS @ UTILITY SINK AREA;

102A MECH/ELECT ROOM HMWOOD - 60 MIN.3'-0" X 7'-0" X 1-3/4" 1 A 031/A101 2/A101-

101A MEETING ROOM HMWOOD -3'-0" X 7'-0" X 1-3/4" 3 E 07TEMP'D. TEMP'D. 11/A102 12/A102

104A STORAGE A HM3'-0" X 7'-0" X 1-3/4" WOOD1 - - 1/A101 2/A101

1/A101 2/A101 04

109B SERVICE AREA HMWOOD -3'-0" X 7'-0" X 1-3/4"

111A WELLNESS ROOM WOOD - -3'-0" X 7'-0" X 1-3/4" - A HM

A

051/A101 2/A101

1/A101 2/A101

106A OFFICE #2 1 B HMWOOD3'-0" X 7'-0" X 1-3/4" -TEMP'D.- 1/A101 2/A101 04

107A OFFICE #3 1 B HMWOOD3'-0" X 7'-0" X 1-3/4" -TEMP'D.- 1/A101 2/A101 04

108A OFFICE #4 1 B HMWOOD3'-0" X 7'-0" X 1-3/4" -TEMP'D.- 1/A101 2/A101 04

112A STAFF TOILET ROOM HMWOOD - -3'-0" X 7'-0" X 1-3/4" 1 A 1/A102 2/A102 02-

113A STAFF ENTRY FRPFRP3'-0" X 7'-0" X 1-3/4" 3 ATEMP/INSUL -TEMP/INSUL 083/A102 4/A102

EQUIPMENT AREA 18'-0" X 14'-0" ROLLING OH -5 STL STL -F

18'-0" X 14'-0" ROLLING OH -5 STL STL -F

-10'-0" X 10'-0" OH 4 STL STL -F

-10'-0" X 10'-0" OH 4 STL STL -F

FRPFRP - -3'-0" X 7'-0" X 1-3/4" 2 ATEMP/INSUL

FRPFRP - -3'-0" X 7'-0" X 1-3/4" 1 A

3/A103 4/A103

7/A102 8/A102

1/A103 2/A102

7/A102 8/102

SCALE: 3" = 1'-0"A101

1 JAMB DETAIL

SCALE: 3" = 1'-0"A101

2 HEAD DETAIL

EQUIPMENT AREA

EQUIPMENT AREA

EQUIPMENT AREA

EQUIPMENT AREA

EQUIPMENT AREA

1/A102 2/A102

1/A103 2/A102

3/A103 4/A103

7"

HOLLOW METAL FRAME

2"

(2) 2x4 WOOD STUDS

HOLLOW METAL FRAME

DOOR TYPE

SEE DOOR SCHEDULE

DOOR TYPE

SEE DOOR SCHEDULE

8" 31

2" 17 8"

6"

31 2

7 8

" (2) 2x6 WOOD

'-0

D

O O

R O

PE

N

IN

G

HEADER

5 8

5/8" GYP. BRD.

2x4 WOOD @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

5/8" GYP. BRD.

RES. CHANNELS @ 16" O.C.

5/8" GYP. BRD.

2x4 WOOD @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

5/8" GYP. BRD.

RES. CHANNELS @ 16" O.C.

DOOR TYPE

SEE DOOR SCHEDULE

8" 31

2" 5 8"

4"

1 4

'-0

D

O O

R O

PE

N

IN

G

SYSTEM

HM FRAME

HEADER W/

(2) 11-1/4" LVL's

5/8" GYP. BRD.

2x4 WOOD STUDS @ 16" O.C.

SPACER

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

(STAGGERED)

EXIST'G. 2X4 WD STUDS @ 16" O.C.

EXIST'G. 3/4" EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

NEW R-21 INSULATION

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.

8"

4" 83

4" 5 8"

1 8

3 4

3 4

5 8

DOOR TYPE

SEE DOOR SCHEDULE

FRAME SYSTEM

FRP DOOR &

SEALANT & BACKER ROD

SHIM

(STAGGERED)

EXIST'G. 2X4 WD STUDS @ 16" O.C.

EXIST'G. 3/4" EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

NEW R-21 INSULATION

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.

(2) 2x WOOD JAMB

METAL CORNER BEAD

SEALANT & BACKER ROD

CASING

5-1/2" BREAK METAL

DOOR TYPE

SEE DOOR SCHEDULE

FRAME SYSTEM

FRP DOOR &

SEALANT & BACKER ROD

SHIM

CASING

5-1/2" BREAK METAL

METAL FLASHING

'-0

D O

O R O

PE

N

IN

G

1 4

4" 2" 3'-0"

DOOR OPENING

2x6 WOOD STUDS @ 16" O.C.

R-21 INSULATION

2x4 WOOD STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" TYPE 'X' FIRE-RATED

GYP. BRD.

3/4" FIRE-RATED APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

8"

8" 101

2" 3 4"

7 8

5 8

01 2

3 4

DOOR TYPE

SEE DOOR SCHEDULE

FRP FRAME

SEALANT & BACKER ROD

SHIM

(2) 2x WOOD JAMB

METAL CORNER BEAD

SEALANT & BACKER ROD

2x6 WOOD STUDS @ 16" O.C.

R-21 INSULATION

2x4 WOOD STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" TYPE 'X' FIRE-RATED

GYP. BRD.

3/4" FIRE-RATED APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

DOOR TYPE

SEE DOOR SCHEDULE

FRP FRAME

SHIM

(2) 2x6 WOOD HEADER

SEALANT & BACKER ROD

CONT. 2x PLATE

8" 53

4" 3 4"

1 4

'-0

D O

O R O

PE

N

IN

G

4" 2" 3'-0"

DOOR OPENING

R-21 INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

4"

2" 81

2" 3 4"

3 4

1 2

81 2

3 4

DOOR TYPE

SEE DOOR SCHEDULE

FRP FRAME

SEALANT & BACKER ROD

SHIM

(2) 2x WOOD JAMB

SEALANT & BACKER ROD

CASING

5-1/2" BREAK METAL

DOOR TYPE

SEE DOOR SCHEDULE

FRP FRAME

SHIM

(2) 2x6 WOOD HEADER

SEALANT & BACKER ROD

CONT. 2x PLATE

R-21 INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

2x6 GIRT NAILER

'-0

D O

O R O

PE

N

IN

G

1 4

4" 2" 3'-0"

DOOR OPENING

CASING

5-1/2" BREAK METAL

METAL FLASHING

DOOR TYPE

SEE DOOR SCHEDULE

8" 87

8" 5 8"

8"

1 4

'-0

D

O O

R O

PE

N

IN

G

SYSTEM

HM FRAMING

HEADER W/

(2) 11-1/4" LVL's

5/8" GYP. BRD.

2x6 WOOD STUDS @ 16" O.C.

SPACER

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

EXIST.2x4 WOOD STUDS (V.I.F.)

JACK STUDS

DOOR TYPE

SEE DOOR SCHEDULE

4"

2" 2" 4"

SEALANT & BACKER ROD

SHIM

HM FRAMING

SYSTEM

HM FRAMING

SYSTEM

JACK STUD

1/4" TEMP'D

GLASS

SEALANT & BACKER ROD

SHIM

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

1 4

5 8

5 8

31 2

51 2

(STAGGERED)

EXIST'G. 2X4 WD STUDS @ 16" O.C.

NEW 5/8" GYP. BOARD

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

2"3'-0"

DOOR OPENING

JACK STUDS

DOOR TYPE

SEE DOOR SCHEDULE

4"

2" 4"

SEALANT & BACKER ROD

SHIM

HM FRAMING

SYSTEM

HM FRAMING

SYSTEM

JACK STUD

1/4" TEMP'D.

GLASS

SEALANT & BACKER ROD

SHIM

2"

5/8" GYP. BRD.

2x4 WOOD STUDS @ 16" O.C.

SOUND ATTEN. BLANKET

5/8" GYP. BRD.

3'-10"

41 2

2" 5

8" 31 2" 5

8"

4"

(STAGGERED)

EXIST'G. 2X4 WD STUDS @ 16" O.C.

EXIST'G. 3/4" EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

NEW R-21 INSULATION

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.

2"3'-0"

DOOR OPENING

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

DETAILS

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

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A102

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

DOOR

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

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

SCALE: 3" = 1'-0"A101

1 JAMB DETAIL

SCALE: 3" = 1'-0"A101

2 HEAD DETAIL

SCALE: 3" = 1'-0"A101

10 HEAD DETAIL

SCALE: 3" = 1'-0"A101

9 JAMB DETAIL SCALE: 3" = 1'-0"A101

3 JAMB DETAIL

SCALE: 3" = 1'-0"A101

4 HEAD DETAIL

SCALE: 3" = 1'-0"A101

5 JAMB DETAIL

SCALE: 3" = 1'-0"A101

6 HEAD DETAIL

SCALE: 3" = 1'-0"A101

7 JAMB DETAIL

SCALE: 3" = 1'-0"A101

8 HEAD DETAIL

SCALE: 3" = 1'-0"A101

12 HEAD DETAIL

SCALE: 3" = 1'-0"A101

11 JAMB DETAIL

4"

4" 11

2" 51 2" 11

2" 1 2"

4"

4" 11

2" 51 2" 11

2" 1 2"

R-21 INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

R-21 INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

'-0

D

O O

R O

PE

N

IN

G

CASING

5-1/2" BREAK METAL

SEALANT & BACKER ROD

CONT. GALV. C10x15.3 STEEL

CHANNEL W/ 3/4" DIA.

BOLTS @ 32" O.C. (TYP.)

POST

6x6 TREATED WOOD

CONT. 2x6 GIRT NAILER

CONT' 2x WOOD BLOCKING

WEATHERSTRIPPING

OVERHEAD DOOR

SEE SCHEDULE

'-0

D

O O

R O

PE

N

IN

G

CASING

5-1/2" BREAK METAL

SEALANT & BACKER ROD

CONT. GALV. C10x15.3 STEEL

CHANNEL W/ 3/4" DIA.

BOLTS @ 32" O.C. (TYP.)

CONT. 2x6 GIRT NAILER

CONT' 2x WOOD BLOCKING

WEATHERSTRIPPING

OVERHEAD DOOR

SEE SCHEDULE

(2) 14" LVL's

WOOD HEADER

METAL FLASHING

4"

4" 11

2" 51 2" 11

2" 1 2"

4"

4" 11

2" 51 2" 11

2" 1 2"

'-0

R-21 INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

R-21 INSULATION

2x4 WOOD GIRTS @ 24" O.C. VERT.

1/2" EXT. APA SHEATHING

AIR RETARDENT WRAP

METAL SIDING

3/4" APA SHEATHING

2x4 WOOD GIRTS @ 24" O.C. VERT.

D O

O R O

PE

N

IN

G

CASING

5-1/2" BREAK METAL

SEALANT & BACKER ROD

CONT. GALV. C10x15.3 STEEL

CHANNEL W/ 3/4" DIA.

BOLTS @ 32" O.C. (TYP.)

CONT. 2x6 GIRT NAILER

CONT' 2x WOOD BLOCKING

WEATHERSTRIPPING

OVERHEAD DOOR

SEE SCHEDULE

CASING

5-1/2" BREAK METAL

SEALANT & BACKER ROD

CONT. GALV. C10x15.3 STEEL

CHANNEL W/ 3/4" DIA.

BOLTS @ 32" O.C. (TYP.)

CONT. 2x6 GIRT NAILER

CONT' 2x WOOD BLOCKING

WEATHERSTRIPPING

OVERHEAD DOOR

SEE SCHEDULE

(2) 18" LVL's

WOOD HEADER

METAL FLASHING

'-0

D

O O

R O

PE

N

IN

G

JACK STUDS

DOOR TYPE

SEE DOOR SCHEDULE

2"

DOOR OPENING

SEALANT & BACKER ROD

SHIM

FRP DOOR &

FRAME SYSTEM

FRP DOOR &

FRAME SYSTEM

JACK STUDS

1" INSULAT'D

GLASS, TEMP'D.

SEALANT & BACKER ROD

SHIM

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

1 4

5 8

5 8

31 2

51 2

4"2"

4"

(STAGGERED)

EXIST'G. 2X4 WD STUDS @ 16" O.C.

EXIST'G. 3/4" EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

NEW R-21 INSULATION

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.

CASING

5-1/2" BREAK METAL

DOOR TYPE

SEE DOOR SCHEDULE

8" 87

8" 5 8"

8"

1 4

'-0

D

O O

R O

PE

N

IN

G

SYSTEM

FRP FRAMING

HEADER W/

(2) 11-1/4" LVL's

SPACER

(STAGGERED)

EXIST'G. 2X4 WD STUDS @ 16" O.C.

EXIST'G. 3/4" EXT. SHEATHING

NEW AIR RETARDENT WRAP

NEW METAL SIDING

NEW R-21 INSULATION

NEW 5/8" GYP. BOARD

NEW 2x6 WD STUDS @ 16" O.C.

SEALANT & BACKER ROD

SHIM

CASING

5-1/2" BREAK METAL

METAL FLASHING

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

DETAILS

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

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A103

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

DOOR

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

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

SCALE: 3" = 1'-0"A101

1 JAMB DETAIL

SCALE: 3" = 1'-0"A101

2 HEAD DETAIL

SCALE: 3" = 1'-0"A101

3 JAMB DETAIL

SCALE: 3" = 1'-0"A101

4 HEAD DETAIL

SCALE: 3" = 1'-0"A101

5 JAMB DETAIL

SCALE: 3" = 1'-0"A101

6 HEAD DETAIL

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

SITE PLAN

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

OVERALL

NO SCALE

FACILITY SITE 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.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

OVERALL

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

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

BID ALTERNATE #1:

BASE BID:

NEW WEST LEAN-TO

RENOVATION & ADDITIONS

ADMIN./EQUIPMENT BLDG

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.)

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

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

JAN 2026

KT-220230024

5 DESIGN REVISIONS 5/4/2026

6 DESIGN REVISIONS 5/5/2026

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.)

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/

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

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

LINE 'B'LINE 'A'

MATCHMATCH MATCHMATCH MATCHMATCH

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

92'-3" 33'-2"

'-2

'-0

'-0

'-0

33'-2"72'-3"20'-0"

OVERALL PLAN

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

EQUIPMENT BLDG:

SCALE: 3/16 = 1'-0"

OVERALL FLOOR PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A203

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/

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

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

S

IN

K U

TI

L.

W

A S H

EY

E

S

TA

FF

L

O C

KE

R S

BREAK

ROOM

REFR.

OFFICE #4OFFICE #3OFFICE #2

COUNTER

SERVICE

SERVICE

AREA

WORK/

STAFF

W O

R K

C O

U N

TE

R

INFO. DISPLAYS

INFO. DISPLAYS

CABS/COUNTER

C O

PY

WELLNESS

ROOM

STAFF

TOIL. RM.

STAFF

ENTRY

UNISEX

TOIL. RM.

8'-0" X 12'-0" CONCRETE

HC VAN-ACCESSIBLE

PARKING SPACE

LANDSCAPED AREA

3 FT GRAVEL MAINTENANCE STRIP

CONC

COVERED

ENTRY

HM W/1/2 LITE

MICRO.

MECH/

ELECT.

MEETING

ROOM

ENTRY

CONC

'-0

" V

IF

COVERED

COUNTER

PR

ES

EN

TA

TI

O

N W

A

LL

LOBBY

AREA

OFFICE #1

AREA

JANITOR

S A

FE

'-0

'-0

'-0

'-0

'-8

5"92'-4"

40'-0" 10'-43 4" 10'-43

4" 10'-43 4" 12'-0" 9'-13

4"

20'-0" 72'-4" 5"

4'-10"18'-1"12'-4"10'-6"22'-4"4'-8"11'-0"9'-0"

6" 14'-11 4" 10'-0" 43

4" 10'-0" 43 4" 10'-0" 43

4" 10'-0" 43 4" 15'-67

8" 101 8"

8" 8'-111

8"

2"

17'-91 2" 18'-53

4"

4"

8'-2"

'-1

1 8

3 4

'-6

1 8

'-1

1 8

3 4

'-1

7 8

1 8

3 4

'-4

1 8 " 9 '-7

1 8

3 4

'-0

'-2

'-2

3 4

'-3

1 4

HI/LO

EWC

SINK

MOP

6"

1'-8"

18" DP SHL'VG

STORAGE

7'-77 8" 6" 5'-6"

'-1

3 4

'-1

1 8

'-1

1 8

3 4

C A B /C

O U N

TE

R

'-0

'-6

'-0

'-0

103 105 106 107 108

109A

100A

101A

102A

103A

104A

105A

109B

111A 112A

114A

113A

106A' 107A 108A

115F

6" 7'-10" 6" 8'-41 8" 101

8"

8"5'-0"14'-6"

CABINETS /

1 8

'-9

7 8

'-1

7 8

(2) 2x12's

A400

A400

A400

A400

A400

A400

A400

A402

9'-2"

'-1

'-1

'-8

'-4

'-6

3 4

'-1

1 8

2'-8"

A500 9 A501

A501

A501

A500

A500

A500

10 8

A501

A5013

A501

7'-7"

6x6 TREATED WOOD POST W/ 12"x12" BOX

1" X CEDAR WRAP ON

16"x16" CMU PIER W/

STONE VENEER & SLOPED

STONE CAP (TYP.)

6x6 TREATED WOOD POST W/ 12"x12" BOX

DECAY RESISTANT WRAP ON

16"x16" CMU PIER W/

STONE VENEER & SLOPED

STONE CAP (TYP.)

'-6

(2) 2x10's

(2) 2x10's (2) 2x10's (2) 2x10's

(2) 2x10's(2) 2x10's(2) 2x10's(2) 2x10's(2) 2x10's

(2) 2x10's(2) 2x12's

8'-0" X 20'-0" CONCRETE

CLEAR ACCESS AISLE

6" AGGREGATE ON

UNDISTURBED SOIL

(7 PARKING SPACES)

EF-1

REFER TO

MECH. DRW'G.

EF-2

REFER TO

MECH. DRW'G.

1-HR. FIRE-RATED

PARTITION WALL

1-HR. FIRE-RATED

PARTITION WALL

(2

-1

/4 " L

V L's

(2

-1

/4 " L

V L's

(2

-1

/4 " L

V L's x1

R

A

FT

ER

S

" O

.C x1

R

A

FT

ER

S

" O

.C

EX

IS

T.

R

O O

F

FR

A M

IN

G

" O

.C

(V .I.

F.

)EX

IS

T.

R

O O

F

FR

A M

IN

G

" O

.C

(V .I.

F.

NOTE:

EXIST. WALL OPENINGS

TO BE PATCHED & REPAIRED

TO MATCH EXIST. CONSTR.

VERIFY EXACT NUMBER OF

OPENINGS IN FIELD.

MIN. 4-OPENINGS

7'-0"6"

ADA TACTILE WARNING PAD -

FULL WIDTH OF WALKING PATH

ADA TACTILE WARNING

PAD - FULL WIDTH OF

WALKING PATH

HC VAN-ACCESSIBLE

SIGN MOUNTED ON

MDOT POST @ 60"

TO BOTTOM OF SIGN

F.

E.

C

F.

E.

F.

E.

C

6" CONC. SLAB W/ 6X6 -

2.9/2.9 WWF ON MIN. 8"

COMPACTED GRANULAR FILL

ON UNDISTURBED SOIL

(OR ENG. FILL) -TYPICAL @

HC PARKING/ACCESS AISLE

4" CONC. SLAB W/ 6X6 -

1.4/1.4 WWF ON MIN. 6"

COMPACTED GRANULAR FILL

ON UNDISTURBED SOIL

(OR ENG. FILL) -TYPICAL @

SIDEWALK - SLOPE 1/4":FT

SLOPE 1/4":FT

W/METAL EDGING (TYP. @ BLDG PERIMETER)

3 FT GRAVEL MAINTENANCE STRIP

W/METAL EDGING (TYP. @ BLDG PERIMETER)

F

T G

R A V

EL

M A

IN

TE

N A N C

E S

TR

IP

W

/M

ET

A L

ED

G

IN

G

TY

P.

B

LD

G P

ER

IM

ET

ER

FRP FRAME W/ INSUL'G

GLASS - THIS UNIT ONLY

ADMIN. BLDG.

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

PART A - ENLARGED PLAN:

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

ADMIN. BLDG. AREA

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A204

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ENLARGED PLAN

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

18' X 14' ROLLING OH DOOR

18' X 14' ROLLING OH DOOR

NEW EQUIPMENT

AREA

S

IN

K U

TI

L.

W

A S H

EY

E

' X

' O

H D

O O

R ' X

' O

H D

O O

R

S

TA

FF

L

O C

KE

R S

BREAK

ROOM

TOIL. RM.

STAFF

ENTRY

CONCRETE APRON

'-2

CONC

COVERED

ENTRY

HM W/1/2 LITE

MICRO.

'-0

'-0

'-0

'-0

'-8

'-4

'-8

'-7

'-7

'-0

'-0

'-0

'-0

5"32'-2"5"

9'-13 4"

5" 32'-2" 5"

16'-1"16'-1"4'-10"

15'-67 8" 101

8"

112A

114A

113A

115F

115E

115D

115C

115B115A

6" 8'-41 8" 101

8"

1 8

'-9 7 8

'-1

7 8

(2) 2x12's

A400

A400

A400

A400

A402

'-8

'-4

A501

A501

7'-7"

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 @ EQUIPMENT AREA

(2) 2x10's

TYPICAL CONC. APRONS:

8" CONCRETE SLAB W/

6X6 - 2.9/2.9 WWF ON

MIN. 8" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

CONCRETE APRON

METAL LINER PANEL

20'-0" L X 10'-0" H

THIS AREA ONLY

TYPICAL CONC. APRONS:

8" CONCRETE SLAB W/

6X6 - 2.9/2.9 WWF ON

MIN. 8" COMPACTED

GRANULAR FILL ON

UNDISTURBED SOIL

(OR ENGINEERED FILL) -

EF-1

REFER TO

MECH. DRW'G.

EF-2

REFER TO

MECH. DRW'G.

1-HR. FIRE-RATED

PARTITION WALL

(2 " L

V L's

(2 " L

V L's

(2) 18" LVL's

(2) 18" LVL's

'-3 x1

R

A

FT

ER

S

" O

.C

PRE-ENG WOOD

TRUSSES @ 24" O.C.

STEEL BOLLARDS

STEEL BOLLARDS

STEEL BOLLARDS

STEEL BOLLARDS

STEEL BOLLARDS

F.

E.

C

F.

E.

F.E.

F

T G

R A V

EL

M A

IN

TE

N A N C E

S

TR

IP

W

/M

ET

A L

ED

G

IN

G

TY

P.

B

LD

G P

ER

IM

ET

ER

3 FT GRAVEL

MAINT. STRIP

SHOP AREA

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

PART B - ENLARGED PLAN:

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

EQUIPMENT BLDG. AREA

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A205

DRAWING TITLE

KCT PROJECT NO.DRAWN

KCT

REVIEWED

KCT

DATE

SCALE

AS NOTED

DRAWING NO.

SEAL

SHEET NO.

NO. REVISIONS / SUBMISSIONS DATE

PROJECT NAME

ENLARGED PLAN

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

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

G

YP

B D

8'-0" AFF

GYP. BD.

8'-0" AFF

GYP. BD.

'-0 " A

FF

G

YP

B D

16'-0" AFF

WD SHEATH'G.

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

'-0

" A

FF

A C T-

8'-0" AFF

GYP. BD.

8'-0" AFF

GYP. BD.

'-0 " A

FF

G

YP

B D

2' x 2' CEILING

LIGHT

RECESSED LIGHT

WALL MOUNTED

LIGHT

EXIT LIGHT

SURFACE MOUNTED

CEILING FAN

STRIP LIGHT

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

EXHAUST FAN

SYMBOLS LIST

ACCESS PANEL

24" x 36" CEILING

PANEL @ GYP. BD.

24" x 36" ACCESS

CEILING ABOVE

CEILING PLAN

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

OVERALL

SCALE: 3/16 = 1'-0"

REFLECTED CEILING PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A206

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 RFLT'D.

ROSE LAKE

EAST LANSING, MICHIGAN

8903 STOLL ROAD

DNR SGA

FILE #751/24215.JLM

FACILITY IMPROVEMENTS FOR:

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

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

EX

IS

T.

R O

O F

(V .I.

F.

EX

IS

T.

R O

O F

(V .I.

F.

EX

IS

T.

R O

O F

(V .I.

F.

N

EW

R O

O F

EX

IS

T.

R O

O F

(V .I.

F.

N

EW

R O

O F

'-0

'-0

2'-0"2'-0"

ROOF PLAN

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

ADMINISTRATION/SHOP BLDG:

SCALE: 3/16 = 1'-0"

ROOF PLAN

N kendra c.

architects, p.c.

THOMPSON

803 Cherry Street Manistee, MI 49660 tel: 231.723.4195

A207

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:

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

2-BAY

STORAGE BLDG.

EXIST'G. TO REMAIN

NEW LEAN-TO

EQUIP. AREA

NEW 6" CRUSHED AGGREGATE

ON UNDISTURBED SOIL

48'-0" +/- (VIF)

10'-0" 14'-0" 12'-0" 12'-0"

'-0

'-0

(V

IF

(TYPICAL @ NEW COVERED ROOF AREA)(2

-1

/2 " L

V L's

(2) 9-1/2" LVL's (2) 9-1/2" LVL's (2) 9-1/2" LVL's

(2 -1

/2 " L

V L's

(2) 9-1/2" LVL's

INDICATES EXIST'G. CONC.

SLAB TO REMAIN THIS AREA

INDICATES APPROX. 14' X 7' EXIST'G.

CONC. SLAB TO BE REMOVED TO

ACCOMMODATE NEW WORK

NEW 6" X 6" EXT. GRADE

WOOD POST ON 36" X 12"

CONCRETE PAD FTG.

A209

INDICATES LINE OF NEW

ROOF OVERHANG

EQ

U

IP

A R

EA

B

LD

G

TO

R

EM

A

IN

'-2

3 4

O H

MATCH

EXIST'G.

OH

MATCH

EXIST'G.

OH

(TYPICAL)

N

EW

L

EA

N -T

O

EX

IS

T' G

PO

LE

INSTALL NEW GUTTERS &

DOWNSPOUTS @ NEW

LEAN-TO & EXIST'G.

EAST EAVE AREA

INSTALL NEW GUTTERS &

DOWNSPOUTS @ NEW

LEAN-TO & EXIST'G.

EAST EAVE AREA

NOTE:

ALL DIMENSIONS SUBJECT

TO FIELD MEASUREMENTS -

CONTRACTOR TO COORDINATE

PRIOR TO CONSTRUCTION

EL. = 112'-0" (VIF)

TOP OF EXIST'G. WALL

FIN. FLOOR LEVEL

EL. = 100'-0"

BOTT. OF FTG.

EL. = 95'-0"

GRADE - VARIES

BOTT. OF BEAM

EL. = 108'-0" +/- (VIF)

SIMPSON METAL

RAFTER CONNECTOR

ARCHITECTURAL PROFILE

ASPHALT SHINGLES

UNDERLAYMENT

5/8" EXT. APA SHEATHING W/ CLIPS

EXT. GRADE 2X10 @ 16" O.C.

EXPOSED CONSTRUCTION

METAL DRIP

PROVIDE ICE-SHIELD

ENTIRE NEW ROOF AREA

EDGE

CONT. EXT.

ALUM. WRAPPED

CONT. VENTED ALUMIN.

SOFFIT PANELS ON

EXT. GRADE 2x4 FRAM'G.

@ 24" O.C. W/

GRADE 2X6

J-CHANNELS (TYP.)

WOOD FASCIA

EXT. GRADE 2X6

BLOCK'G. @ 16" O.C.

(LOCATE @ RAFTER

BEARING)

EXT. GRADE 6X6 WOOD

POSTS W/ MIN. 48"

EMBEDDMENT BELOW

GRADE (TYPICAL)

6" MIN. CRUSHED

AGGREGATE ON

UNDIST. SOIL @

VINYL SIDING ON WEATHER

BARRIER ON 1/2" EXT. APA

EXIST'G. OVERHANG & ROOF'G

THIS AREA TO BE REMOVED

EXIST'G. VINYL SIDING

TO REMAIN

EXIST'G. WOOD POLE

STRUCTURE TO REMAIN

EXIST'G. CONC. SLAB TO

REMAIN (SLAB ONLY PRESENT

RATED SHEATH'G. EACH

SIDE OF 2X4 @ 16" O.C.

STAGGERED ON 2X8 PLATE

@ SOUTH PORTION OF BLDG)

SLOPE AWAY (ALIGN W/

CONC. SLAB TO REMAIN)

EXIST'G. ASPHALT SHINGLE ROOF'G.

ON SHEATH'G ON WOOD TRUSSED

TO REMAIN

NEW ROOF AREA

36" DIA. X 12" THICK

CONC. PAD FOOT'G.

W/ (3) #5 BARS

EA. WAY (TYPICAL)

EXT. GRADE 2X6

CLEATS - EXTEND

18" MIN. EA. SIDE

OF POSTS (TYPICAL)

'-0

'-0

M

IN

PO

S T

EM

B

ED

M

EN

T

(2) EXT. GRADE 2X10's

CARRIAGE BEAM W/

(2) 5/16" X 4" RSS GRK

SCREWS - TYPICAL

EXPOSED BEAM…