Yankee Springs Contact Station Drawing Set.pdf

PDF 3 MB Posted Jun 14, 2024

Attached to: 751/23243. JGH; Yankee Springs RA Contact Station
Solicitation number: RFQ 171 240000000497 2
Issued by: Baraga County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is a Contact Station & Entrance Parking project drawing set prepared by Century A&E Facilities Design for the State of Michigan's Department of Technology, Management and Budget, specifically for Yankee Springs State Park located at 2104 S Briggs Rd, Middleville, MI 49333. The project involves the design and construction of a contact station building with entrance parking facilities. The drawing set includes comprehensive architectural, mechanical, electrical, and structural plans with a professional seal dated for bidding and permitting as of May 24, 2024. The building design follows the 2015 Michigan Building Code with Type VB construction classification and B occupancy group designation. Key interior spaces include a reception area (Room 100), service area (Room 101), office (Room 102), unisex restroom (Room 103), and corridor (Room 104), with finished floor elevation at 100'-0". The design incorporates multiple window types, door configurations with hardware schedules, and detailed accessibility compliance features per the Americans with Disabilities Act of 2010.

The project specifications detail building systems including a sealed concrete slab foundation reinforced with 6x6 W4.0xW4.0 wire fabric over vapor barrier, 8-inch concrete foundation walls with 2-inch rigid insulation, and pre-engineered wood trusses at 24-inch on-center spacing supporting either three-tab architectural asphalt shingles or standing seam metal roofing (Alternate #1). Interior finishes include knotty pine wainscoting in the reception and service areas to 3'-6" height, gypsum board elsewhere, and a polished concrete floor option (Alternate #2) in lieu of sealed concrete. The mechanical, plumbing, and electrical systems are fully detailed with HVAC equipment including wall-mounted heat pumps, domestic water heater, and comprehensive electrical power and lighting plans. Design wind speed is 115 MPH ultimate (90 MPH nominal) with snow loads of 35 PSF ground and 23.1 PSF flat roof. All contractors are required to coordinate scopes of work, verify existing conditions and dimensions on-site, and notify the architect of any discrepancies prior to performing work or ordering materials.

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2024-06-14 Addendum 1.pdf	PDF	Jun 14, 2024
Front End DCSpec.pdf	PDF	Jun 14, 2024
Yankee Springs Contact Station Specifications.pdf	PDF	Jun 14, 2024
DTMB0415 AdvertismentRev 0222.pdf	PDF	Jun 14, 2024
Prevailing Wages 240522 Barry County 23243.pdf	PDF	Jun 14, 2024

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WINDOW TYPES:

4' 0"

3'-0"3'-0"

W-1

FINISH FLOOR

6' " 4' 0"

4' 0"

3'-0"3'-0"

W-2

FINISH FLOOR

W-3

FINISH FLOOR

2' 0"

3'-0"3'-0"

4' "6'

A (SOLID)A (SOLID)

DOOR TYPES:

B (HALF LITE)B (HALF LITE)

8"8"1'-8"1'-8"

2' 8"

3' 6"

8"8"

7' 0"

3'-0"3'-0"

7' 0"

7' 2"

3'-4"3'-4"

F1F1

FRAME TYPES:

2" H

2"JAMBS2"JAMBS

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

PROFESSIONAL SEAL

BIDDING & PERMITS

05-24-2024

Y A N K

G S

Y A N K

G S

S B R

G S R D , M

, M I 4

N E

MIS-037.02

YANKEE SPRINGSYANKEE SPRINGS

2104 S BRIGGS RD, MIDDLEVILLE, MI 49333

CONTACT STATION & ENTRANCE PARKINGCONTACT STATION & ENTRANCE PARKING

DRAWING INDEXDRAWING INDEX

SHT.SHT.

NO.NO. DRAWING NAMEDRAWING NAME

CS1 COVER SHEET

C1.1 SITE PLAN

A0.1 SYMBOL LEGEND, ABBREVIATIONS, GENERAL NOTES

A1.1 FLOOR PLAN

A3.0 BUILDING SECTIONS

A7.0 ARCHITECTURAL DETAILS

M1.1 MECHANICAL PlANS & DETAILS

E1.0 ELECTRICAL SITE PLAN

E1.1 ELECTRICAL PLANSTATE MAP: NTS

GENERAL NOTES:

1. ALL CONTRACTORS ARE RESPONSIBLE FOR PROVIDING COMPLETE INSTALLATION OF ALL COMPONENTS AND SHALL COORDINATE THEIR SCOPE OF WORK WITH ALL OTHER TRADES PRIOR TO SUBMITTING BIDS TO ENSURE THERE ARE NO

MISSING OR DUPLICATE COMPONENTS WITHIN THEIR SCOPE.

2. DO NOT SCALE DRAWINGS. USE INDICATED DIMENSIONS ONLY.

3. SHOULD A CONTRACTOR FIND DISCREPANCIES OR AMBIGUITIES IN OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR BE IN DOUBT ABOUT THEIR MEANING, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT

IMMEDIATELY.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB DURING CONSTRUCTION LAYOUT AND ADVISE THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING ANY WORK OR ORDERING MATERIALS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS ON-SITE AND ADVISING ARCHITECT OF

ANY DISCREPANCIES WITH DEMOLITION OR NEW WORK PRIOR TO PERFORMING ANY WORK.

6. CONTRACTOR SHALL NOTIFY ARCHITECT IF ANY UNFORESEEN STRUCTURAL OR UTILITY RELATED ISSUES ARISE DURING

DEMOLITION OR EXCAVATION.

7. ALL SPECIFIED ITEMS SHALL BE PROVIDED AND INSTALLED PER MANUFACTURERS WRITTEN REQUIREMENTS.

8. CAULK BETWEEN ALL DISSIMILAR SURFACES

9. PROVIDE BLOCKING FOR ALL SCCESSORIES & ELECTRICAL / PLUMBING/ MECHANICAL FIXTURES

BUILDING CODE INFORMATION (SEE SHEET A0.2 FOR DETAILED INFORMATION)

APPLICABLE CODES:

· BUILDING: 2015 MICHIGAN BUILDING CODE

· MECHANICAL: 2018 MICHIGAN MECHANICAL CODE (MMC)

· PLUMBING: 2018 MICHIGAN PLUMBING CODE (MPC)

· ELECTRICAL: 2023 NATIONAL ELECTRICAL CODE (NFPA 70) w/ MICHIGAN PART 8 RULES (AMENDMENTS)

· AMERICANS WITH DISABILITIES ACT OF 2010

BUILDING CONSTRUCTION TYPE:

· TYPE VB (CHAPTER - 6)

OCCUPANCY GROUPS:

· B-BUISNESS (CHAPTER 3)

ARCHITECT & STRUCTURAL:

CENTURY A&E FACILITIES DESIGN

277 CRAHEN AVE NE

GRAND RAPIDS, MI 49525

616-456-5227

DERK WALKOTTEN, AIA NCARB

(DESIGN PROFESSIONAL IN RESPONSIBLE

CHARGE OF PROJECT)

MECHANICAL & PLUMBING:

CENTURY A&E FACILITIES DESIGN

277 CRAHEN AVE NE

GRAND RAPIDS, MI 49525

616-456-5227

TODD MCCOY, P.E.

ELECTRICAL:

CENTURY A&E FACILITIES DESIGN

277 CRAHEN AVE NE

GRAND RAPIDS, MI 49525

616-456-5227

MATT TIPPING P.E.

ROOM FINISH SCHEDULE

ROOMROOM

NO.NO. ROOM NAMEROOM NAME

FLOORINGFLOORING WALLSWALLS CEILINGCEILING

REMARKSREMARKSMATERIALMATERIAL BASEBASE NORTHNORTH SOUTHSOUTH EASTEAST WESTWEST MATERIAL MATERIAL FINISH FINISH HEIGHT HEIGHT

100 RECEPTION AREA SEALED CONC. 4" WOOD KNOTTY PINE WAINSCOT /PT. KNOTTY PINE WAINSCOT / PT. KNOTTY PINE WAINSCOT /GYP. BD. PT. KNOTTY PINE WAINSCOT / PT. GYP. BD. PT. 8'-0" WAINSCOT TO 3'-6" SEE PLAN FOR LIMITS 101 SERVICE AREA SEALED CONC. 4" WOOD - KNOTTY PINE WAINSCOT / PT. KNOTTY PINE WAINSCOT /GYP. BD. PT. KNOTTY PINE WAINSCOT / PT. GYP. BD. PT. 8'-0" WAINSCOT TO 3'-6" SEE PLAN FOR LIMITS

102 OFFICE SEALED CONC. 4" WOOD PT. PT. PT. PT. GYP. BD. PT. 8'-0"

103 UNISEX SEALED CONC. 4" WOOD PT. PT. PT. PT. GYP. BD. PT. 8'-0"

104 COORIDOR SEALED CONC. 4" WOOD PT. PT. PT. PT. GYP. BD. PT. 8'-0"

DOOR SCHEDULE

NO.NO. ROOM NAMEROOM NAME

FRAMEFRAME DETAIL (#)DETAIL (#)

HARDWARE SETHARDWARE SET REMARKSREMARKSSIZESIZE TYPETYPE MATERIALMATERIAL GLAZINGGLAZING TYPETYPE MATERIALMATERIAL FINISHFINISH HEADHEAD JAMBJAMB SILLSILL THRESHOLDTHRESHOLD

100 RECEPTION AREA 3'-0" X 7'-0" X 1-3/4" B HM-INSUL-PT 1" INSUL. F1 HM PAINT 8/A7.0 5/A7.0 6/A7.0 YES 1

102A OFFICE 3'-0" X 7'-0" X 1-3/4" A WD-STAIN - F1 WD STAINED -- -- -- -- 2

102B OFFICE 4'-0" X 7'-0 BIFOLD A WD-STAIN - F1 WD STAINED -- -- -- -- 3 BI-FOLD DOORS 102C OFFICE 4'-0" X 7'-0 BIFOLD A WD-STAIN - F1 WD STAINED -- -- -- -- 3 BI-FOLD DOORS 103 UNISEX 3'-0" X 7'-0" X 1-3/4" A WD-STAIN - F1 WD STAINED -- -- -- -- 4 PROVIDE 3/4" UNDERCUT 104 COORIDOR 3'-0" X 7'-0" X 1-3/4" B HM-INSUL-PT 1" INSUL. F1 HM PAINT 8/A7.0 5/A7.0 6/A7.0 YES 1

LOCAL MAP: NTS

2104 S. BRIGGS RD,

MIDDLEVILLE, MI 49333

ADD ALTERNATES:

ALTERNATE #1: PROVIDE AND INSTALL ARCHITECTURAL STANDING SEAM METAL ROOF IN LIEU OF ASPHALT SHINGLES. SEE

SPECIFICATIONS

ALTERNATE #2: PROVIDE AND INSTALL POLISHED CONCRETE FLOOR ON INTERIOR OF BUILDING IN LIEU OF SEALED CONCRETE

FLOOR. SEE SPECIFICATIONS

WINDOW NOTES:WINDOW NOTES:

1. SEE SPECIFICATIONS. ALL SPECIFIED ITEMS

SHALL BE PROVIDED AND INSTALLED PER

MANUFACTURERS WRITTEN REQUIREMENTS.

2. SEE WINDOW DETAILS ON SHEET A7.0.

FICEOF

UNISEX

RECEPTION AREA

SERVICE AREA

SHEET NO.

PROJECT NO:

DWG. SCALE:

DESIGN BY:

DRAWN BY:

C ra he n

A ve nu e

N E

- G ra nd R ap id s, M

I 4

Te le ph on e:

) 4

-5

F ax

-5

W eb : w w w

.c en tu ry ae .c om

E N T U R Y

Fa ci lit ie s D es ig n C

A E

MIS037.02

-1

P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

S B

G S

R D

, M

C O

N T

A C

T S

T A

E N

T R

A N

C E

P A

R K

N O

. 7

G H

Y A

N K

E E

S P

G S

C1.1

1" = 10' 2

-1

-0

-1

-2

O W

MAX.

2'-0"

2'-

3'-

MAX.

10"

1'- 3" 4'-

0" M

HEIGHT OF

OBSTRUCTED

HIGH SIDE REACH

MAXIMUM

OBSTRUCTION

ALLOWED AT SIDE

REACH ONLY

EXTENT OF UNOBSTRUCTED

FORWARD AND SIDE REACH

ACCESSIBLE COUNTERTOP

6'- 8"

4" MAX.

2'- 3"

1'-0" 3'-0" 1'-0"

3'- 0"

2'- 0"

5' TEE

MIN. CLEAR

FLOOR AREA

ø 5'-0" DIA.

MIN. CLEAR

FLOOR AREA

NOTE:

SEE BUILDING CODE(S) FOR

REQUIRED WIDTH AT

CORRIDORS

ACCESSIBLE CLEAR TURNING AREAS

18" MAX.

8'- 0"

6'- 8"

TEXT

5'- 0"

4'- 0"

"(G

3'- 7"

" T O

SOLID & SMOOTH

LOWER SURFACE

1'-6" MIN. x 1'-6"

MIN. CLEAR AREA

IN FRONT OF SIGN

18" MAX.

LATCHSIDE

CLEARANCE 12" MIN.

PUSH SIDE, 18" MIN.

PULL SIDE

NOTE:

REFER TO DOOR TYPES/SCHEDULE

FOR DOOR GLAZING SIZES AND

RATING REQUIRMENTS

WATER CLOSET STALL

FRONT ELEVATION

WATER CLOSET STALL

SIDE ELEVATION

60" CLEAR

(MIN)

12"

(MIN)

3'-0"

18" CHILDREN

12" - 18"

ILD

59" CLEAR (ANSI A117)

60" CLEAR (IPC)

(MAX)

12"3'-6" (MIN)

3'- 3"

T O

3'- 5"

1'-

9" M

TOLIET

PARTITION

OR WALL

3' - 3" TO 3'-5"

ILD

USE:

STRAIGHT GRAB BAR 36" (HORIZONTAL REAR WALL)

STRAIGHT GRAB BAR 42" (HORIZONTAL SIDE WALL)

STRAIGHT GRAB BAR 18" (VERTICAL SIDE WALL)

E 4'-

4'-

SENSORS:

(TEMPERATURE, CO2, ETC)

CONTROLS:

(LIGHT SWITCH, HVAC CONTROL,

FIRE ALARM PULL STATION,

CARD READER, B.F. DOOR

OPENER, ETC)

WALL PHONE WALL DEVICES

" T

" A

VARIES

NO HOOKS

ABOVE B.F.

SHELF UNIT

SHELF AND

COAR RACK

FIRE

EXTINGUISHER

CABINET

5'- 0"

E 3'-

MIN.

2'-0"

MIN.

2'-0"

CLEAR

5'-0" (MIN.)

R 3'-

6" (M

5'- 0"

. C

AR1'-6"CLCHILDREN

12" - 18"

WATER CLOSETCOUNTERTOP SINKLAVATORYLAVATORYLAVATORY

1'-3" MIN.

5" MAX.

3'-

0" M

2'- 3"

8" MIN.

9" M

11" MIN.

3'-

0" M

1'-3" MIN.1'-3" MIN.

4" M

. F

AREA

CLEAR FLOOR

3'-

4" T

O 3'

- 7

CL CL

DRINKING FOUNTAIN

ELECTRIC WATER COOLER

NOTE: CANE DETECTION REQ'D IF

UNIT PROJECTS MORE THAN 4"

INTO PATH OF TRAVEL

4'- 0"

1'- 5"

CLEAR

1'-3" MIN.

CLEAR

1'-3" MIN.

1'- 0"56 " M

L H

G W

1'-3" MIN. 1'-3" MIN.

(MIN.)

1'-3"

(MIN.)

1'-3"

4'- 0"

9" M

6" MAX. 11" MIN.

2'- 3"

2'-

MIN.

1'-6"

8" MIN.

NOTE: INSULATE ANY

EXPOSED PIPING

6'-

0" M

3'-

4" M

. T

2'-

" M

MIN.

1'-3"

(T O

" A

1 1/2" MIN. 1 1/2" O.D. MAX.

1 1/4" O.D. MIN.

" M

4'-

" M

4'- 0"

/ C

S 4'-

0" (M

GRAB BAR SIZE AND

SPACING AT WALL

(NOT TO SCALE)

DIAPER CHANGING

STATION

HOOKSSOAP DISPENCERPAPER TOWEL

DISPENCER

(MIN)

2'-0"

(MAX)

3'-6"

1'- 6"

1 1 /2"

) B

AREA FOR

DISPENSER

CHILDREN

14"-19"

4'- 0"

3'-0" (MAX.)

1'-

CHILDREN

14" - 19"

AREA FOR

DISPENSER

(MAX)

3'-6"

(MIN)

2'-0"

RECESSED DISPENSER PROTRUDING DISPENSER

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

1/4" = 1'-0"

A0.1

DJW

HML

Y A N K

G S

Y A N K

G S

S B R

G S R D , M

, M I 4

N E

, A

, G

, A

, G

MIS-037.02

3- -2

-1 2-

O W

-0 3-

0% O W

-1 7-

-2 4-

ACP ACOUSTICAL LAY-IN PANELS

ACPL ACOUSTICAL PLASTER

AL, ALUM ALUMINUM

ANOD ANODIZED

BD BOARD

BIT BITUMINOUS

BLKG BLOCKING

BRK BRICK

BRZ BRONZE

BUR BUILT-UP ROOF

CAB CABINET

CAP CAPACITY

CATV COMMUNITY ANTENNA TELEVISION

CB CHALKBOARD

CCTV CLOSED-CIRCUIT TELEVITION

CG CORNER GUARD

CMU CONCRETE MASONRY UNIT

COMP. COMPACTED

CONC. CONCRETE

CPT. CARPET

CR CARD READER

CSMT CASEMENT

CTV CABLE TELEVISION

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE-HUNG

DIV DIVISION

DR DOOR, DRIVE

DW DISHWASHER

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ESC ESCALATOR

EWC ELECTRIC WATER COOLER

FB FACE BRICK

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FLG FLASHING

FPM FIRE PROTECTION MAIN

FTG. FOOTING

FUR FURRED, FURRING

FURN FURNISH, FURNISHED

GALV. GALVANIZED

GCMU GLAZED CONCRETE MASONRY UNIT

GD GRADE, GRADING

GEN GENERATOR

GF GROUND FACE

GYP GYPSUM

GYPBD GYPSUM BOARD

HDW HARDWARE

HM HOLLOW METAL

HPT HIGH POINT

IMP INSULATED METAL PANEL

INS INSULATE, INSULATION

JC JANITIOR'S CLOSET

KIT KITCHEN

KO KNOCKOUT

LAV LAVATORY

LBL LABEL

LEED LEADERSHIP IN ENERGY AND

ENVIRONMENTAL DESIGN

LH LEFT HAND

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

PROFESSIONAL SEAL

1/4" = 1'-0"

A0.1

DJW

HML

Y A N K

G S

Y A N K

G S

S B R

G S R D , M

, M I 4

N E

, A

, G

, A

, G

MIS-037.02

" INCHES

# NUMBER

& AND

' FEET

@ AT

L ANGLE

° DEGREES

Ø DIAMETER

Δ DELTA

A.B. ANCHOR BOLT

AL, ALUM ALUMINUM

ALT. ALTERNATE, ALTERNATING

ARCH. ARCHITECTECTURAL

B.F. BARRIER FREE

B.P. BEARING PLATE

BOTT. BOTTOM

BRKT BRACKET

C.S. CARBON STEEL

C.T. CERAMIC TILE

CJ CONTROL JOINT

CL CENTER LINE

CLOS. CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPACTED

CONC. CONCRETE

CPT. CARPET

D DEEP

DBL. DOUBLE

DIA. DIAMETER

DIM. DIMENSION

DR DOOR, DRIVE

DWG. DRAWING

E.F. EACH FACE

E.W. EACH WAY

ELEC. ELECTRIC, ELECTRICAL

EMBED. EMBEDDED, EMBEDMENT

EQ. EQUAL

EX., EXIST. EXISTING

EXH. EXHAUST

EXP. EXPANSION

EXT. EXTERIOR

FFE FINISH FLOOR ELEVATION

FIN. FINISHED

FL. FLOOR

FR. FRAME

FT. FEET, FOOT

FTG. FOOTING

GA. GAUGE, GAGE

GALV. GALVANIZED

GL. GLASS

H HIGH

HC HOLLOW CORE

HCR TWO PIPE SYSTEM RETURN

HCS TWO PIPE SYSTEM SUPPLY

HHWR HEATING HOT WATER RETURN

HHWS HEATING HOT WATER SUPPLY

HM HOLLOW METAL

HT HEIGHT

I.D. INSIDE DIAMETER

IN. INCH, INCHES

INSTL. INSTALLATION

INSUL. INSULATED, INSULATING

JAN. JANITORS

JT. JOINT

LG. LONG

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

MIN. MINIMUM

MNT. MOUNT

NTS NOT TO SCALE

O.D. OUTSIDE DIAMETER

OC ON CENTER

OZ. OUNCE

PL PLATE

PLAS. PLASTER

PLUMB., PLBG PLUMBING

PT POINT

RD ROOF DRAIN

RECEP. RECEPTACLE

REINF. REINFORCING

REMV. REMOVE

REQ'D. REQUIRED

RF. ROOF

S.S. STAINLESS STEEL

SCH. SCHEDULE

SHT. SHEET

SPEC. SPECIFICATIONS

STD. STANDARD

STRUCT., STR STRUCTURAL

TEMP. TEMPORARY

TOC, T/C TOP OF CONCRETE

TOP, T/P TOP OF PIER

TOS, T/S TOP OF STEEL

TOW, T/W TOP OF WALL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W.S. WATERSTOP

w/ WITH w/o WITHOUT

WWF WELDED WIRE FABRIC

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LITE, LIGHT

LTG LIGHTING

LVL LAMINATED VENEER LUMBER

LVR LOUVER

MAX. MAXIMUM

MB MARKER BOARD

MET. METAL

MO MASONRY OPENING

MTL MATERIAL, METAL

MULL MULLION

NRC NOISE REDUCTION COEFFICIENT

OBS OBSCURE

OH OVERHEAD

OHD OVERHEAD DOOR

OPG OPENING

ORD OVERFLOW ROOF DRAIN

PED PEDESTAL

PEN PENETRATION

PERF PERFORATE, PERFORATED

PERIM PERIMETER

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PREFIN PREFINISHED

PWD PLYWOOD

QT QUARRY TILE

R RISER

RD ROOF DRAIN

RECEP. RECEPTACLE

REF REFRIGERATOR

RFG ROOFING

RH RIGHT HAND

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RT RUBBER TREADS

RTU ROOFTOP UNIT

SH SHOWER

SIP STRUCTURAL INSULATED PANELS

SL SNOW LOAD

SLR SEALER

SS SERVICE SINK

STC SOUND TRANSMISSION COEFICIENT

STN STAIN, STONE

STOR STORAGE

T TREAD

T&G TONGUE AND GROOVED

TB TACKBOARD

TLT TOILET

TOC TOP OF CURB

TOW, T/W TOP OF WALL

TV TELEVISION

UC UNDER COUNTER

UR URINAL

VBR VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VIN VINYL

VNR VENEER

VTR VENT THROUGH ROOF

WD WOOD

WDW WINDOW

WH WALL HYDRANT

WP WATERPROOF, WATERPROOFING,

WEATHERPROOF, WOOD PANELING

WPT WORKING POINT

XFMR TRANSFORMER

ARCHITECTURAL ABBREVIATIONS GENERAL ABBREVIATIONS

3- -2

-1 2-

O W

-0 3-

0% O W

-1 7-

-2 4-

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

1 ACCESSIBLE CLEARANCES

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

2 DOORWAY FEATURES

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

3 FLOOR MOUNT TANKLESS TYPE WATER CLOSET

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

4 MISCELLANEOUS DEVICES

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

5 MISCELLANIOUS ACCESSORIES

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

6 PLUMBING FIXTURES

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

7 TOILET ROOM ACCESSORIES

1/4" = 1'-0" 1/4" = 1'-0"A0.1A0.1

8 TOILET STALL ACCESSORIES

A A3.0

B A3.0

27'-0"27'-0"

A1.1

12'-8"12'-8"

7' 3"

7' 1/ 2"

6' 1/ 2"

6' 1/ 2"16 /2

10'-7 1/2"10'-7 1/2" 6'-0 3/4"6'-0 3/4" 8'-5 1/2"8'-5 1/2"

OFFICE

UNISEX

103 RECEPTION AREA

SERVICE AREA

102A

102B102C

1/ 2"

3' 0"

7' 1/ 2"

3' 0"

3' 7"

5'-4"5'-4" 3'-0"3'-0" 3'-2"3'-2"

C A7.0

A7.0

A1.1

2' 0"

A7.0

3' 3/ 4"

3' 0"

6' 1/ 2"

20'-9 1/2"20'-9 1/2" 3'-0"3'-0" 3'-2 1/2"3'-2 1/2"

2'-0"2'-0"

9' 6"

3'-0"3'-0"

A1.1

COORIDOR

ATTIC

ACCESS

LIMITS OF KNOTTY

PINE WAINSCOT

PROVIDE

ROD & SHELVING

3' 0"

A3.0 A3.0

A A3.0

B A3.0

A1.1

1/ 4"

A7.0

HOLD FOUNDATION WALL

DOWN 8" AT ALL DOOR

OPENINGS (TYPICAL)

TO WALL 99'-4"

4" CONCRETE SLAB REINF

W/ 6x6 - W4.0xW4.0 OVER VAPOR

BARRIER ON 12" MIN. COMPACTED

SAND FILL - SEE NOTE ON SHEET

C1.1 FOR ELEV. COORDINATION

HOLD FOUNDATION WALL DOWN

8" AT ALL DOOR OPENINGS

(TYPICAL)

8" CONC. FOUNDATION WALL (TYPICAL)

8" CONC.

FOUNDATION WALL 17

3' 1/ 2"

3/ 4"

14'-1 1/2"14'-1 1/2" 3'-2 1/2"3'-2 1/2"

27'-8 1/2"27'-8 1/2"

24" CONCRETE

SONOTUBE

FOUNDATION (TYP)

ELEV - 99'-4"

9'-8 3/4"9'-8 3/4"

32'-9 1/2"32'-9 1/2"

5'-9"5'-9"

25'-8 1/2"25'-8 1/2"

2'-0"2'-0"

8"8"

2' 0"

TOP OF WALL

ELEV - 100'-8"

8"8"

8"8" 8"8"

A A3.0

B A3.0

(3) 2x12'S

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

1/ 2"

1' 8"

ATTIC

ACCESS

PRE-ENGINEERED

WOOD TRUSSES @ 2'-0" o.c.

BRACING PER SSI

RECOMMENDATIONS

BRACING PER SSI

RECOMMENDATIONS

2x8 FLY

RAFTER

GABLE TRUSS

HOLD DOWN

TOP CORD 6"

2'-0"2'-0" 2'-0"2'-0"1'-0"1'-0" 26'-0"26'-0" 1'-3"1'-3"

GABEL

TRUSS

2x6 OUT

RIGGERS

@ 2'-0" O.C.

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

1 104

ASPHALT SHINGLE ROOF ALTERNATE #1

STANDING SEAM METAL ROOF

CONTINUOUS RIDGE VENT

1' 0"

TYP.TYP.

4"4"

P.6"6"

TYP.TYP.

4"4"

P.9"9"

STAINED EURYETHANE

KNOTTY PINE FASCIA

HARDI BD. TRIMED

BEAM

HARDI BD. TRIMED

COLUMN

HARDI BD.

EXTERIOR TRIM

HARDI BD. 5"

REVEALED SIDING

WALL PACK W/ 10"x12"

HARDI BD. EXTERIOR TRIM

WP W/ 6"x8" HARDI BD.

EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

TYP.TYP.

6"6"

T T

T TEMPERED GLAZING REQUIRED IN THIS

GLAZING UNIT

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

ASPHALT SHINGLE ROOF ALTERNATE #1

STANDING SEAM METAL ROOF

CONTINUOUS RIDGE VENT

HARDI BD. TRIMED

COLUMN

STAINED EURYETHANE

KNOTTY PINE FASCIA

HARDI BD.

EXTERIOR TRIM

HARDI BD. 5"

REVEALED SIDING

HARDI BD.

TRIMED BEAM

WP EMERGENCY GENERATOR OUTLET

W/ 6"x8" HARDI BD. EXTERIOR TRIM

WP W/ 6"x8" HARDI

BD. EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

CONTINUOUS RIDGE VENT

FROSTED GLASS

APPLIQUE

HARDI BD.

EXTERIOR TRIM

HARDI BD. 5"

REVEALED SIDING

STAINED EURYETHANE

KNOTTY PINE FASCIA

WALL PACK W/ 10"x12"

HARDI BD. EXTERIOR TRIM

WP W/ 6"x8"

HARDI BD.

EXTERIOR TRIM

EXHAUST CAP BY

MECHANICAL CONTRACTOR

WALL MOUNTED HEAT PUMP W/ (2) 4"

HARDI BD. EXTERIOR TRIM COOR'D

LENGTH AND MOUNTING HEIGHT W/

MECHANICAL CONTRACTOR

REFRIGERANT PIPING

OUTLET W/ 6"x8" HARDI

BD. EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

B A3.0

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

C A7.0

CONTINUOUS

RIDGE VENT

STAINED EURYETHANE

KNOTTY PINE FASCIA

HARDI BD. TRIMED BEAM

HARDI BD. 5"

REVEALED SIDING

HARDI BD. TRIMED

COLUMN

HARDI BD.

EXTERIOR TRIM

6" STAINED

EURYETHANE

KNOTTY PINE FASCIA

HARDI BD. TRIMED

BEAM

HARDI BD. TRIMED

COLUMN

HARDI BD. 5"

REVEALED SIDING

1X HARDIE BD. TRIM,

SEE ELEVATION FOR

SIZE

HARDI BD. 5" REVEALED

SIDING

HARDI BD. EXTERIOR

TRIM

WP W/ 6"x8" HARDI BD.

EXTERIOR TRIM

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

TOP OF PIERTOP OF PIER

99'-4"99'-4"

A3.0 A3.0

T T

T TEMPERED GLAZING REQUIRED IN THIS

GLAZING UNIT

1'-6"1'-6" 4'-10"4'-10" 4'-3 1/2"4'-3 1/2"

1' 1/ 2"

1' 1/ 2"2 /4

2' /4

MOP RACK ABOVE

AT 70" VERIFY FINAL

LOCATION W/ OWNER

PRIOR TO INSULATION

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

A1.1

OPEN

3'-0"3'-0"3'-0"3'-0"2'-5"2'-5"

SOLID SURFACE

FLIP-UP

COUNTERTOP FALSE DRAWER

3' 6"

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

8"8"

1"1" 1"1"

1' /4

2'-0"2'-0"

GFI RECEPTACLE, SEE ELECTRICAL

DATA RECEPTACLE, SEE ELECTRICAL

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

1"1" 1"1"

3' 6"

2'-0"2'-0"

PROVIDE 2" CLEAR CHASE

FOR POWER CONDUIT

CONDUIT, SEE

ELECTRICAL

FALSE DRAWER

DRAWER

ADJUSTABLE SHELFFI

SOLID SURFACE COUNTEROP

P-LAM BASE CABINET

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

As indicated

A1.1

DJW

HML

Y A N K

G S

Y A N K

G S

S B R

G S R D , M

, M I 4

N E

MIS-037.02

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

2 Floor plan

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

1 FOUNDATION PLAN

N O R

N O

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

3 ROOF FRAMING PLAN

N O

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

5 SOUTH ELEVATION

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

4 NORTH ELEVATION

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

8 WEST ELEVATION

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

9 EAST ELEVATION

3- -2

-1 2-

O W

-0 3-

0% O W

-1 7-

-2 4-

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

6 ENLARGED RESTROOM PLAN

5 6

TOILET ACCESSORIES

42" HORIZONTAL GRAB BAR 1

36" HORIZONTAL GRAB BAR 2

18" VERTICAL GRAB BAR 3

18" x 36" MIRROR4

SERVICE BASIN5

DRINKING FOUNTAIN6

EYE WASH STATION7

1/4" = 1'-0" 1/4" = 1'-0"A1.1A1.1

7 SERVICE AREA ELEVATION

1" = 1'-0" 1" = 1'-0"A1.1A1.1

10 LOW CABINET SECTION

1" = 1'-0" 1" = 1'-0"A1.1A1.1

11 HIGH CABINET SECTION

DESIGN CRITERIA

MICHIGAN BUILDING CODE 2015

RISK CATEGORY II

LIVE LOADS

ROOFS 20 PSF

SNOW LOADS

GROUND SNOW LOAD, P G 35 PSF

FLAT ROOF SNOW LOAD, P F 23.1 PSF

CE=1.0, IS=1.0, CT=1.0

WIND LOADS

ULTIMATE DESIGN WIND SPEED, VULT 115 MPH

NOMINAL DESIGN WIND SPEED, VASO 90 MPH

EXPOSURE C, GCPI=±0.18

ASSUMED DEAD LOADS

ROOF

TOP CHORD 5 PSF

BOTTOM CHORD 10 PSF

TOTAL 15 PSF

NOTE: FOUNDATION DESIGN ASSUMES 2,000 PSF

BEARING CAPACITY. IF UNSUITABLE SOIL IS FOUND,

THEN REMOVE AND REPLACE SOIL TO MEET DESIGN

CAPACITY.

MOP RACK8

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

CONCRETE FOOTING

2'-0"2'-0"

1' 0"

#4 DOWELS @ 4'-0" O.C.

W/ ALT. STD HOOKS

8" CONCRETE FOUNDATION

WALL2" RIGID INSUL. 2'-0" EA. WAY

DAMPROOFING1/2" EXPANSION MATERIAL

1/2" ANCHOR BOLTS OR

STRAPS @ 4'-0" O.C. - 12" LONG

4" CONC. SLAB REINF. W/ 6x6

#10 WWF OVER VAPOR BARRIER

ON 4" MIN. COMP FILL

R-19 BATT INSUL.

GRADE

SILL SEALER

TREATED 2x6

1x6 T&G KNOTTY PINE W/ CENTER

V-GROOVE (RM #101 ONLY) 5/8" GYP.

BD. (RM #102 / RM #103)

3 TAB ARCHITECTURAL SHINGLES

ON #15 ICE & WATER SHIELD ON 3/4"

APA RATED SHEATHING ON

PRE-ENGINEERED TRUSSES @ 24" O.C.

ALTERNATE #1 STANDING SEAM

METAL ROOF

PRE-FINISHED ALUMINUM

DRIP EDGE

1x8 RS CEDAR TRIM

1x10 RS CEDAR TRIM

CONT. PREFINISHED ALUM. SOFFIT VENT

2X FRAMING AT 24" OC

1/2" APA RATED PLYWOOD

SHEATHING

TYVEK

5" EXPOSURE HARDIE LAP SIDING

THROUGH WALL FLEXIBLE

ALUMINUM FLASHING

(2)2x10 HEADER

SLIDING SERVICE

WINDOW

1X HARDIE BOARD TRIM, SEE

ELEVATION FOR SIZE

R-49 BATT INSUL.

AIR BAFFLES

5/8" GYP BD.

ICE & WATER SHIELDICE & WATER SHIELD

3'-5"MINIMUM 3'-5"MINIMUM

A7.0

ALUMINUM DRIP EDGE

2' 6" M

#4 BAR CONT @ 12" O.C.

(2) #5 BARS CONTINOUS

WINDOW HEADWINDOW HEAD

107'-0"107'-0" xx

12" COMPACTED GRANULAR FILL

1X HARDIE BOARD TRIM, SEE ELEVATION FOR SIZE

1X6 TRIM, PAINTED

1' 3/ 4"

SIMPSON STRONG TIE H3

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

CONCRETE FOOTING

W/ (2) #5 BARS

#4 BENT DOWELS @ 4'-0" O.C.

w/ ALTERNATING STD HOOKS

8" CONCRETE

FOUNDATION WALL

2" RIGID INSUL.

2'-0" EA WAY

1/2" EXPANSION

MATERIAL

DAMPROOFING

4" CONC. SLAB REINF.

W/ 6x6 #10 WWF OVER

VAPOR BARRIER ON 4"

MIN. COMP. FILL

R-19 BATT INSUL.

1x6 T&G KNOTTY PINE W/

CENTER V-GROOVE

(RM #101 ONLY) 5/8" GYP.

BD (RM #102/ RM #103)

1/2" ANCHOR BOLTS OR

STRAPS @ 4'-0" O.C. -12" LONG

SILL SEALER

TREATED 2x6

1/2" APA RATED PLYWOOD

SHEATHING

TYVEK

1" RIGID INSUL.

HARDIE BOARD 5" REVEAL SIDING

STAINED EURYETHANE

KNOTTY PINE SOFFIT

5x5 WOOD COLUMN

TRIMMED W/ HARDI BD.

(3) 2x12 HARDI BD. TRIMMED BEAM (BEYOND)

A7.0

R-49 BATT INSUL.

5/8" GYP. BD

SLOPE 1.5% ± .5%

3 TAB ARCHITECTURAL SHINGLES

ON #15 ICE & WATER SHIELD ON 3/4"

APA RATED SHEATHING ON

PRE-ENGINEERED TRUSSES @ 24" O.C.

ALTERNATE #1 ARCHITECTURAL

STANDING SEAM METAL ROOF

2x8 FLY RAFTER

1X HARDIE BD. TRIM, SEE

ELEVATION FOR SIZE

HARDIE BOARD

5" REVEAL SIDING

TYVEK

1/2" APA RATED PLYWOOD

SHEATHING

1X HARDIE BD. TRIM, SEE

ELEVATION FOR SIZE

ENGINEERED

WOOD TRUSS

@ 24" O.C.

2X4" FRAMING @ 16" O.C.

PERPENDICULAR TO TRUSSES

RUN SHEATHING & INSUL.

TO TOP OF ATTIC INSUL.

ALUMINUM DRIP EDGE

2x6 STUD WALL W/

STUDS @ 16" O.C.

WINDOW HEADWINDOW HEAD

107'-0"107'-0" x

(2) #4 BARS CONT

SIMPSON STRONG

TIE JOIST

CONNECTOR

A34 CLIP ANGLE TYP.

2x6 FLY RAFTER CONTINUOUS

OVER GABEL TRUSS

1x6 STAINED EURETHANE

KNOTTY PINE FASCIA

xxxxx x x

FOR REINFORCING OF

CONCRETE PIER

BEYOND - SEE DETAIL

4/A7.0

#4 BENT BARS @

12"O.C.

#4 BAR CONT. @ 12"O.C.

12" COMPACTED GRANULAR FILL

1X HARDIE BD. TRIM, SEE

ELEVATION FOR SIZE

SEE FOUNDATION FOR

CURB HEIGHT

2' /2

2" CHAIR RAIL

1X6 TRIM, PAINTED

1X HARDIE BOARD TRIM, SEE ELEVATION FOR SIZE

TOP OF PIERTOP OF PIER

99'-4"99'-4"

A3.0

SIDING NOTE:

HARDIE BOARD SIDING TO BE SELECT CEDARMILL FINISH. COLOR TO BE SELECTED

FROM DREAM COLLECTION COLORS BY ARCHITECT IN SHOP DRAWINGS.

2x4 KEYWAY xxxx

1/4" WIDE x 1/2" DEEP HAND

TOOLED GROOVE W/ SEALANT

NOTE: LAP REINFORCING 24" AT CONSTRUCTION JOINT

xxxxTT

1/4" WIDE x T/4 DEEP W/

3/8" BACKER ROD AND

SEALANT

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

PROFESSIONAL SEAL

As indicated

A3.0

DJW

SSG

Y A N K

G S

Y A N K

G S

S B R

G S R D , M

, M I 4

N E

MIS-037.02

3- -2

-1 2-

O W

-0 3-

0% O W

-1 7-

1" = 1'-0" 1" = 1'-0"A3.0A3.0

A TYPICAL WALL @ WINDOW

1" = 1'-0" 1" = 1'-0"A3.0A3.0

B TYPICAL WALL @ PORCH

NOT TO SCALENOT TO SCALEA3.0A3.0

1 TYPICAL FLOOR SLAB CONTROL JOINT

NOT TO SCALENOT TO SCALEA3.0A3.0

2 TYPICAL FLOOR SLAB CONSTRUCTION JOINT

1/2" APA RATED PLYWOOD

SHEATHING

1" RIGID INSUL.

TYVEK

HARDI BD. 5" REVEAL SIDING

ALUMINUM FLASHING

.1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

R-19 BATT INSUL.

(2)2x6

1/2" GYP BD.

INTERIOR

WINDOW TRIM

ALUMINUM CLAD WOOD

GLIDING WINDOW

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

ALUMINUM CLAD WOOD

SLIDING WINDOW

1" RIGID BD. INSUL.

TYVEK

1x6 STAINED EURYETHANE

KNOTTY PINE FASCIA

STAINLESS STEEL ALUMINUM

SOFFIT

PRE-FINISHED ALUMINUM

DRIP EDGE

3 TAB ARCHITECTURAL SHINGLES ON #15 ICE & WATER

SHIELD ON 3/4" APA RATED SHEATHING ON

PRE- ENGINEERED TRUSSES @ 24" O.C.

-ALTERNATE #1 STANDING SEAM METAL ROOF

INTERIOR WINDOW TRIM

(2) 2x10 HEADER

(2) 2x6 TOP PLATE

5/8" GYP. BD.

R-49 INSUL.

AIR BAFFLES

WINDOW HEADWINDOW HEAD

107'-0"107'-0"

ICE & WATER SHIELDICE & WATER SHIELD

3'-0"MIN.3'-0"MIN.

1'-8"1'-8"

ALUMINUM DRIP EDGE

1' 3/ 4"

SIMPSON STRONG TIE H3

FIN. FLOORFIN. FLOOR

100'-0"100'-0"

8" CONC.

FOUNDATION WALL

DAMP PROOFING

THRESHOLD

HM DOOR (PAINTED)

EXTERIOR TRIM

1/2" JOIINT FILLER

SLOPE 1.5% ± .5%

4" CONC. SLAB REINF. W/

6x6 #10 WWF OVER VAPOR

BARRIER ON 4" MIN. COMP.

FILL

x x

#4 BENT BARS @

12"O.C.

HARDI BD. 5" REVEAL SIDING

ALUMINUM FLASHING

MAILBOX CHUTE

A .F .F

3' 0" T O B

O F

3' 0" T O B

O F

ALUMINUM FLASHING

BOTT. OF FTGBOTT. OF FTG

96'-0"96'-0"

GRADE V.I.F.

24" CONCRETE PIER

W/ (2) #5 BARS

SLOPE 1.5% ± .5%

4" CONC. W/

THICKENED EDGE

1/2" ANCHOR BOLTS

8"8" 2'

6"6"

4" CONC. SLAB REINF. W/

6x6 #10 WWF OVER VAPOR

BARRIER ON 4" MIN. COMP.

FILL

3/8" GALV. LAG BOLTS

@ 6" O.C. STAGGERED

AUGER 24"⌀x4'-0" DEEP HOLE FILL w/ CONCRETE

AFTER SETTING POSTS

24" x 6" DEEP CONC

ANCHOR BASE

2'-0"2'-0"

4' 0"

5x5 WOOD COLUMN x xxxx

12" COMPACTED

GRANULAR FILL

TOP OF PIERTOP OF PIER

99'-4"99'-4"

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

2x6 OUT RIGGER W/

A34 CLIP ANGLES TYP.

ALUMINUM DRIP

EDGE

1x6 STAINED EURETHANE

KNOTTY PINE FASCIA

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

HARDI BD. 5" REVEAL

SIDING

1/2" APA PLYWOOD

SHEATHING

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

EXTERIOR HARDI

BD. TRIM ON 5x5

COLUMN

1'-0"1'-0"

3 TAB ARCHITECTURAL SHINGLE ON

# 15 ICE & WATER SHIELD ON 3/4" APA

SHEATHING ON PRE-ENGINEERED

TRUSSES @ 24" O.C ALTERNATE #1

ARCHITECTURAL STANDING SEAM

MEATAL ROOF

2x8 FLY RAFTER

HOLD TOP CHORD

OF GABLE TRUSS

DOWN 6"

EXTERIOR HARDI

BD. TRIM ON (3) 2x12

BEAM

SIMPSON LPC6Z

COLUMN CAP (2

PER COLUMN)

HEADER FRAMING

2" x 5-3/4" INSULATED

HM FRAME (PAINTED)

HM DOOR (PAINTED)

5/8" GYP BD. PAINTED (TYP.)

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

4" INTERIOR CASING

HARDI BOARD SIDING

OVER 1/2" SHEATHING O

OVER 1" RIGID INSULATION

ON 2x6 FRAMING (TYP.)

HARDIE BD.

HM DOOR (PAINTED)

2"x5-3/4" INSULATED HM

FRAME (PAINTED)

1/ 4"

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

RODS & 1/4" CONT.

SEALANT BOTH SIDES

5/8" GYP BD. PAINTED (TYP)

2"2"

G W

4" INTERIOR CASING

HARDI BOARD SIDING

OVER 1/2" SHEATHING

OVER 1" RIGID INSULATION

ON 2x6 FRAMING (TYP.)

BEARING HEIGHTBEARING HEIGHT

108'-1 1/8"108'-1 1/8"

1X HARDIE BD. TRIM,

SEE ELEVATION FOR SIZE

HARDI BD. TRIM ON 5x5 COLUMN

1x6 STAINED EURYETHANE

KNOTTY PINE FASCIA

CONT. STAINED EURETHANE

KNOTTY PINE SOFFIT VENT

PRE-FINISHED ALUMINUM

DRIP EDGE

3 TAB ARCHITECTURAL SHINGLES

ON #15 ICE & WATER SHIELD ON 3/4"

APA RATED SHEATHING ON

PRE-ENGINEERED TRUSSES @ 24" O.C.

ALTERNATE #1 ARCHITECTURAL

STANDING SEAM METAL ROOF

EXTERIOR HARDI BD. TRIM

(3) 2x12 HEADER

AIR BAFFLES

KNOTTY PINE BD. W/

EURETHANE FINISH

SIMPSON LPC6Z COLUMN

CAP (2 PER COLUMN)

1' 3/ 4"

E N T U R Y

Fa ci lit ie s D es ig n

C A E

C ra he n A ve nu e N E

- G ra nd R ap id s, M I 4

Te le ph on e:

(6 ) 4 -5 F ax 6) -5 W eb : w w w .c en tu ry ae .c om

PROJECT NO:

SHEET NO.

DWG. SCALE:

DESIGN BY:

DRAWN BY:

PROFESSIONAL SEAL

1 1/2" = 1'-0"

A7.0

DJW

HML

Y A N K

G S

Y A N K

G S

S B R

G S R D , M

, M I 4

N E

MIS-037.02

3- -2

-1 2-

O W

-0 3-

0% O W

-1 7-

-2 4-

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

1 TYPICAL WINDOW SILL

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

2 TYPICAL WINDOW HEAD

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

6 THRESHOLD @ PORCH

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

C WALL @ MAIL SLOT

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

3 TYPICAL POST CONNECTION

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

4 TYPICAL SOFFIT DETAIL

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

8 TYPICAL DOOR HEAD

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

5 TYPICAL DOOR JAMB

1 1/2" = 1'-0" 1 1/2" = 1'-0"A7.0A7.0

7 TYPICAL @ COLUMN

OFFICE

UNISEX

103 RECEPTION AREA

SERVICE AREA

OFFICE

UNISEX

103 RECEPTION AREA

SERVICE AREA

OFFICE

UNISEX

103 RECEPTION AREA

SERVICE AREA

SHEET NO.

PROJECT NO:

DWG. SCALE:

DESIGN BY:

DRAWN BY:

C ra h en

A v en u e

N E

G ra n d R ap id s, M

T el ep h o n e:

-5

F ax

-5

W eb w w w

.c en tu ry ae .c o m

E N T U R Y

F a c il it ie s D e si g n

C A E

MIS037.02

-1 3-

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I QU EREI S PENI NSULAM AMOENAM

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

S B

G S

R D

, M

C O

N T

A C

T S

T A

E N

T R

A N

C E

P A

R K

N O

. 7

G H

Y A

N K

E E

S P

G S

-1 2-

-0

0% O

-1

-2

MECHANICAL PLAN SUPPLY PLUMBING PLAN

MTL

SRT/EJS

M1.1

AS NOTED

M E

C H

A N

L P

D E

T A

WASTE PLUMBING PLAN

EYEWASH PIPING DETAILWATER HEATER PIPING DETAILWATER SERVICE ENTRANCE DETAIL

SHEET NO.

PROJECT NO:

DWG. SCALE:

DESIGN BY:

DRAWN BY:

C ra he n

A ve nu e

N E

- G ra nd R ap id s, M

I 4

Te le ph on e:

) 4

-5

F ax

-5

W eb : w w w

.c en tu ry ae .c om

E N T U R Y

Fa ci lit ie s D es ig n C

A E

MIS037.02

-1 3-

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U ERE I S PE NI NS UL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

S B

G S

R D

, M

C O

N T

A C

T S

T A

E N

T R

A N

C E

P A

R K

N O

. 7

G H

Y A

N K

E E

S P

G S

-1 2-

-0

0% O

-1

-2

PNH

E1.0

AS NOTED

C T

A L

E P

ELECTRICAL SITE PLAN

LIGHTING LEGEND

POWER LEGEND

MISCELLANEOUS LEGEND

102A

102B102C

102A

102B102C

SHEET NO.

PROJECT NO:

DWG. SCALE:

DESIGN BY:

DRAWN BY:

C ra he n

A ve nu e

N E

- G ra nd R ap id s, M

I 4

Te le ph on e:

) 4

-5

F ax

-5

W eb : w w w

.c en tu ry ae .c om

E N T U R Y

Fa ci lit ie s D es ig n C

A E

MIS037.02

-1 3-

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U ERE I S PE NI NS UL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

S B

G S

R D

, M

C O

N T

A C

T S

T A

E N

T R

A N

C E

P A

R K

N O

. 7

G H

Y A

N K

E E

S P

G S

-1 2-

-0

0% O

-1

-2

BUILDING ELECTRICAL POWER PLAN

BUILDING LIGHTING PLAN

OFFICE

SERVICE AREA

RECEPTION AREA

UNISEX

PNH

E1.1

AS NOTED

C T

A L

EXTERIOR LIGHTING WIRING DIAGRAM

ELECTRICAL RISER DIAGRAM

TRIPLEX GROUNDING ELECTRODE DETAIL

RECEPTION AREA

SERVICE AREA

101OFFICE

UNISEX

SERVICE AREA (101) LIGHTING WIRING DIAGRAM

CS1 - COVER SHEET

A1.1 - FLOOR PLAN

A3.0 - BUILDING SECTIONS

A7.0 - ARCHITECTURAL DETAILS

A0.1 - SYMBOL LEGEND, ABBREVIATIONS, GENERAL NOTES

MIS037.02_M1.1.pdf

Sheets and Views

M1.1

E1.0.pdf

Sheets and Views

E1.0

E1.1.pdf

Sheets and Views

E1.1

01_2240364_Contact Station.pdf

Sheets and Views

SITE PLAN

File details come from the government source that posted it. Updated Mar 12, 2026.