24-131.2 Radcliff_Bids Permits 2025-03-26.pdf

G-001

TITLE SHEET

MV

BK

BK

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

TITLE SHEET & GENERAL INFORMATIONG-001

A-101

G-002 ACCESSIBILITY REQUIREMENTS, NOTES AND DETAILS

G-003 PLUMBING FIXTURE CALCULATIONS AND LIFE SAFETY PLAN

OWNER

CITY OF GARDEN CITY

6000 MIDDLEBELT RD.

GARDEN CITY, MI 48135

CONTACT: ERIKA SMITH

(734) 793-1878 erikas@gardencitymi.org

ARCHITECT OF RECORD

DETROIT ARCHITECTURAL GROUP

1644 FORD RD.

WYANDOTTE, MI 48192

CONTACT: BRANDON KRITZMAN

(734) 556-3259 office

(313) 690-1299 mobile bkritzman@detroitarch.com

CONTRACTOR

T.B.D.

ARCHITECTURAL

A-601

PROJECT

LOCATION

A-401

DEMOLITION AND PROPOSED FLOOR PLANS

DOOR AND ROOM FINISH SCHEDULE AND NOTES

INTERIOR ELEVATIONS

INDEX OF DRAWINGS

DESCRIPTIONSHEET

1751 Radcliff St.

Garden City, MI 48135

PROPOSED

TOILET ROOM UPGRADES - GROUP 2 -

CITY OF GARDEN CITY - RADCLIFF CENTER

MECHANICAL ENGINEER

JRED ENGINEERING, INC.

14115 FARMINGTON RD STE 100

LIVONIA, MI 48154

CONTACT: JOSE CABELLO, PE

(313) 348-2166 jose@jredengineering.com

GENERAL NOTES CONTACTS

NEW WALL

SYMBOLS AND CONVENTIONS

ABBREVIATIONS

INTERIOR ELEVATION (MULTIPLE):

ELEVATION LEVEL:

EXTERIOR & INTERIOR ELEVATION:

DETAIL CALLOUT:

BUILDING SECTION:

WALL SECTION:

DETAIL PLAN OR ELEVATION:

REVISION:

REVISION CLOUD:

KEYNOTE:

NEW GRID LINES:

EXISTING GRID LINES:

WINDOW TAG:

XX

INTERIOR ROOM FINISH TAG:

INDICATES CEILING FINISH

INDICATES WALL FINISH

INDICATES BASE FINISH

INDICATES FLOOR FINISH

FLOOR (DOOR) TRANSITION TAG:

INDICATES FLOOR FINISH

WALL

INTERIOR ROOM FINISH TAG:

INDICATES WALL FINISH

X X

X X

FINISH PATTERN OR GRAIN TAG:

INDICATES FINISH DIRECTION

SEE CORRESPONDING

NUMBERED KEY NOTE ON SHEET

WHERE REFERENCE OCCURS

REVISION NUMBER - SEE

REVISION HISTORY ON TITLE

BLOCK OF EACH SHEET

INDICATES

FLOOR LEVEL

INDICATES FLOOR

LEVEL ELEVATION

ROOM NAME

ROOM NUMBER

REVISION NUMBER - SEE

REVISION HISTORY ON TITLE

BLOCK OF EACH SHEET

WALL TAG:

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

LOCATION MAP

ABOVE

ANCHOR BOLT

ACOUSTICAL CEILING TILE

AIR CONDITIONING

ABBREVIATION(S)

ACOUSTIC

AREA DRAIN

ANODIZED

APPROVED

ALUMINUM

ABOVE FINISH FLOOR

ARCHITECTURAL

AB.

A/C

A.B.

A.C.T.

ABBREV.

A.D.

A.F.F.

ACOUST.

ARCH.

ANOD.

APPVD.

ALUM.

BLOCK

BUILDING

BOARD

BEAM

BOTTOM

BOTTOM OF STEEL

BD.

BLK.

BLDG.

BM.

BOTT.

B.O.S.

CEMENT

CERAMIC

CLEAR

CEILING

CONTROL JOINT

CONCRETE MASONRY UNIT

CENTER TO CENTER

CONTINUOUS

CONCRETE

CORRIDOR

CARPET

COMPOSITION

CERAMIC TILE

DOUBLE

DIAMETER

DETAIL

DOWN

DIMENSION

DIRECTION

DIAGONAL

COLUMN

C/C

CEM.

CER.

C.M.U.

CLG./CEIL.

CLR.

C.J.

COMP.

CONT.

CONC.

C.T.

CORR.

CPT.

DIA.

DBL.

DET.

DN.

DIM.

DIR.

DIAG.

COL.

DOOR OPENINGD.O.

F.O.M.

F.O.C.

F.O.F.

F.O.

F.S.

FT.

F.O.S.

F.R.P.

GA.

GALV. GALVANIZED

FLOOR SINK

FEET

GAUGE

G.F.R.C.

G.F.R.G.

GYPSUM

CONCRETE

GL. GLASS

DOOR

DRAWING

DOWNSPOUT

EACH

DRAWER

ROOM

ELECTRICAL

EMERGENCY

ELEVATOR

ENGINEER

ELEVATION

ELECTRONIC EQUIPMENT

EXISTING

EQUIPMENT

EXTERIOR

EACH WAY

EXPANSION

ELECTRIC WATER COOLER

FINISH

FLOOR

FINISH FLOOR

FLOOR DRAIN

FIRE HOSE CABINET

EXPANSION JOINT

D.S.

DR.

DWG.

EA.

DWR.

E.E.R.

ELEC.

EMERG.

ELEV.

ENGR.

ELEV./EL.

EQUIP.

EX'G.

EXT.

E.W.

E.W.C.

EXP.

F.F.

FIN.

F.H.C.

FLR.

F.D.

E.J.

FACE OF CONCRETE

FINISHED OPENING

GLASS FIBER REINFORCED

GLASS FIBER REINFORCED

FIBER REINFORCED PLASTIC

FACE OF STUD

FACE OF MASONRY

FACE OF FINISH

GR.

GYP. BD.

GRADE

H.

H.B.

H/C

H.M.

HORIZ.

HDWD. HARDWOOD

HANDICAP

HORIZONTAL

HIGH

HOSE BIB

G.W.B.

HPL

HVAC

I.D.

IN.

HYD.

INCHES

HYDRANT

I.W.

INT.

JT.

JST.

JAN.

JOINT

JOIST

JANITOR

INTERIOR

INSULATIONINSUL.

HGT. HEIGHT

LTG.

LAV.

LAM.

LVL.

LTWT.

LAVATORY

LIGHTWEIGHT

LEVEL

LIGHTING

LAMINATE

MAX.

MAINT.

MATL.

MET.

MEZZ.

MECH.

M.B.

MAINTENANCE

MEZZANINE

MECHANICAL

MAXIMUM

METAL

MATERIAL

MFR.

HIGH PRESSURE LAMINATE

GYPSUM BOARD

INSIDE DIAMETER

HEATING VENTILATION

HOLLOW METAL

INDIRECT WASTE

MANUFACTURER

MACHINE BOLT

GYPSUM WALL BOARD

AIR CONDITIONING

OFFICE

OWNER FURNISH ITEM

INSTALL

OPPOSITE

OPENING

OVERHEAD

CONTRACTOR INSTALL

PRESSURE TREATED

PLYWOOD

OFF.

OFCI

OFI

OFOI

O.H.

OPP.

P.T.

PWD.

OPN'G.

OWNER FURNISH

OWNER FURNISH OWNER

RADIUS

RISER

REFERENCE

ROOF DRAIN

QUARRY TILE

ROOM

REINFORCED

REFLECTED

REQUIRED

RESILIENT

ROOF SUMP

ROUGH OPENING

Q.T.

REF.

RAD.

R.D.

R.

REQ'D.

REINF.

REFL.

RM.

R.S.

R.O.

RES.

ROOF CONDUCTORR.C.

M.O.

MIN.

MISC.

N.I.C.

MULL. MULLION

MINIMUM

NON-COM

N.T.S.

NOM.

O.D.

O.C.

O.C.C.

ON CENTER

NOMINAL

NO. NUMBER

OVERFLOWO.F.

NOT IN CONTRACT

MASONRY OPENING

MISCELLANEOUS

NON-COMBUSTIBLE

OUTSIDE DIAMETER

OPERATOR CONTROL CENTER

NOT TO SCALE

SHEET

SECTION

SIMULATED

SIMILAR

SQUARE FOOT

SOLID CORE

STANDARD

STATION

SYMMETRICAL

SUSPENDED

STRUCTURAL

STAINLESS STEEL

SPECIFICATIONS

SECT.

S.C.

SIMUL.

S.F.

SHT.

SIM.

SPEC.

S.S.

STA.

STRUCT.

SYM.

SUSP.

STD.

TREAD

THICK

TEMPERED

TELEPHONE

TOP AND BOTTOM

TYPICAL

TOP OF WALL

TOP OF STEEL

TOP OF MASONRY

TOP OF PARAPET

TOP OF CONCRETE

T.

T. & B.

TH.

TEMP.

TEL.

T. & G.

T.O.P.

T.O.C.

T.O.M.

T.O.W.

TYP.

T.O.S.

URINAL

VESTIBULE

VERTICAL

WIDE

WITH

WOOD

WITHOUT

WROUGHT IRON

WATER CLOSET

U.N.O.

UR.

VCT

VEST.

VERT.

W.

W.C.

W/

W.I.

WD.

W/O

VINYL COMPOSITION TILE

UNLESS NOTED OTHERWISE

TONGUE AND GROOVE

WEATHERPROOFWP

SURFACED FOUR SIDESS4S

INDICATES SHEET WHERE

DETAIL CALLOUT IS DRAWN

INDICATES INTERIOR

ELEVATION NUMBER

INDICATES SHEET

WHERE INTERIOR

ELEVATION IS DRAWN

X

X

X

X

X

X

INDICATES WALL TYPE

EXISTING

NORTH

EXISTING DOOR TO REMAIN

PROPOSED DOOR

EXISTING DOOR TO BE REMOVED

DETAIL IDENTIFICATION

NUMBER(S)

(SAME NUMBER ON ON SHEET

WHERE DRAWN)

PLAN OR SECTION DETAIL

IDENTIFICATION NUMBER

(SAME NUMBER ON SHEET

WHERE DRAWN)

SHEET IDENTIFICATION

NUMBER (INDICATES SHEET

WHERE SECTION DETAIL IS

DRAWN)

SECTION DETAIL

IDENTIFICATION NUMBER

(SAME NUMBER ON SHEET

WHERE DRAWN)

SHEET IDENTIFICATION

NUMBER (INDICATES SHEET

WHERE SECTION DETAIL IS

DRAWN)

WALL SECTION IDENTIFICATION

NUMBER (SAME NUMBER ON

SHEET WHERE DRAWN)

SHEET IDENTIFICATION NUMBER

(INDICATES SHEET WHERE WALL

SECTION IS DRAWN)

ELEVATION IDENTIFICATION

NUMBER(S) INDICATES

DIRECTION OF VIEW OR VIEWS

(SAME NUMBER ON ON SHEET

WHERE DRAWN)

SHEET IDENTIFICATION

NUMBER (INDICATES SHEET

NUMBER WHERE ELEVATION IS

DRAWN)

X-XXX

X

X-XXX

X

DOOR NUMBER -

REFER TO SCHEDULE

WINDOW DESIGNATION -

REFER TO FLOOR PLANS

DOOR TAG:

X

X-XXX

X

X-XXX

X

X-XXX

X

X

X

X X

X

DEFERRED SUBMITTALS

SCOPE OF WORK

RENOVATION OF EXISTING TOILET ROOMS,

INCLUDING NEW PLUMBING FIXTURES,

ADDITIONAL FIXTURES, LED LIGHTING,

EXPANSION (WOMEN'S ROOM ONLY) AND

NEW FINISHES.

ALTERNATE 01: AS AN ALTERNATE PLEASE

SUBMIT COST REDUCTION FOR OMITTING

THE CERAMIC/PORCELAIN TILE AND

PAINTING THE EXISTING CMU WALLS AND

NEW CONSTRUCTION PER THE FINISH

SCHEDULE (2-3 COLORS)

1. ALL DRAWINGS AND THE NOTATIONS SHALL APPLY TO THE WORK OF THIS PROJECT AND SHALL BE CAREFULLY REVIEWED BY EACH CONTRACTOR AND EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH WORK OF ALL OTHER CONTRACTORS. THE GENERAL

NOTES SHALL APPLY TO EACH CONTRACTOR.

2. CONTRACTOR IS RESPONSIBLE TO CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS

INCLUDING APPLICABLE ORDINANCES AND REFERENCED STANDARDS.

3. REFER TO DRAWINGS OF EACH TRADE OR DISCIPLINE FOR ADDITIONAL GENERAL NOTES AND INFORMATION, INCLUDING CIVIL/SITE DEVELOPMENT, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL.

4. THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS. IF THE DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION GIVEN, CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CMU, OR FACE OF CONCRETE, UNLESS NOTED OTHERWISE. CEILING HEIGHT DIMENSIONS ARE FROM FINISHED

FLOOR TO FACE OF FINISHED CEILING MATERIALS, UNLESS NOTED OTHERWISE.

5. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR SAFETY PRECAUTIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF O.S.H.A., ALL APPLICABLE BUILDING CODES, AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK.

6. ALL MATERIALS SHALL BE NEW AS CALLED FOR IN THE NOTES AND DRAWINGS. NO SUBSTITUTIONS SHALL BE MADE BY CONTRACTORS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE GENERAL CONTRACTOR. SUBSTITUTIONS OR 'APPROVED EQUAL' PRODUCTS SHALL BE LISTED AND APPROVED BY THE ARCHITECT PRIOR TO CONTRACT SIGNING. ALL MATERIALS SHALL BE ORDERED IN A TIMELY FASHION AND WILL NOT CONSTITUTE REASON FOR SUBSTITUTION. DELAYS FOR MATERIALS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR PORTIONS OF THE WORK NOT SHOWN ON DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR ARE REASONABLY INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION. THE MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM AS A MINIMUM TO THE TYPICAL OR REPRESENTATIVE DETAIL

THROUGHOUT CORRESPONDING PARTS OF THE BUILDING.

7. EACH CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY WORKER'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS, LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCE IN THE AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. CERTIFICATIONS OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING WORK. FIRE INSURANCE WILL BE CARRIED BY THE GENERAL CONTRACTOR TO THE FULLEST EXTENT PERMITTED BY LAW RELATIVE TO PROJECT.

CONTRACTORS, SUBCONTRACTORS AND ALL PARTIES ENGAGED IN THE PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE GENERAL CONTRACTOR AND ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, INCLUDING DEATH AND EXPENSES. INCLUDING BUT NOT LIMITED TO

ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK.

8. EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR, OBTAIN AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS AND

APPROVALS REQUIRED FOR HIS PORTION OF THE WORK.

9. ARRANGEMENTS AND PAYMENT FOR TEMPORARY ELECTRICITY, WATER, TOILET FACILITIES, FENCING AND BARRICADES, SECURITY, AND CLEANUP WILL BE AS AGREED UPON IN THE AGREEMENTS BETWEEN GENERAL CONTRACTOR AND CONTRACTOR.

10. LOCATION OF ALL TEMPORARY FACILITIES SHALL BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO MOBILIZATION ON-SITE, INCLUDING BUT NOT LIMITED TO TEMPORARY STAGING AREA, MATERIAL STORAGE AREA, ACCESS DRIVE(S), PARKING AREA, TOPSOIL STOCKPILE AREA, WASTE DISPOSAL AREA, FIELD OFFICES AND TEMPORARY FACILITIES, JOB SIGN, AND

TEMPORARY FENCING.

11. SPECIFIC WORK ITEMS SHALL BE COORDINATED AND INTERFACED WITH ALL OTHER TRADES TO ALLOW FOR NEW CONSTRUCTION

AND COMPLETE INSTALLATION AS REQUIRED TO ACCOMPLISH DESIGN INTENT.

12. EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND FOR THE PROTECTION OF THE WORKERS ENGAGED ON THE PROJECT AND FOR THE PUBLIC (SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, GUARDS, RAILINGS, OPENING PROTECTIVE, ETC.) SHALL BE PROVIDED, ERECTED, AND MAINTAINED BY THE VARIOUS CONTRACTORS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. CONTRACTORS SHALL OBTAIN AND PAY FOR THE REQUISITE PERMITS, INSPECTIONS, AND APPROVALS THEREOF. ALL SUCH ITEMS SHALL BE REMOVED BY CONTRACTORS WHEN

ITEMS HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE GENERAL CONTRACTOR.

13. CONTRACTOR TO PROTECT ALL ITEMS WITHIN THE CONSTRUCTION LIMITS (INCLUDING SITE ELEMENTS) THAT ARE DESIGNATED TO REMAIN; ITEMS DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED TO

ORIGINAL CONDITION.

14. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING AND PATCHING THAT MAY BE REQUIRED TO COMPLETE

THE WORK OF HIS CONTRACT.

15. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SUBMITTING A BID OR BEGINNING ANY WORK. CONDITIONS FOUND TO BE IN VARIANCE FROM THE INFORMATION IN THE DRAWINGS OR PROJECT

MANUAL SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION.

16. FIELD VERIFY ACTUAL LOCATIONS OF EXISTING UNDERGROUND UTILITIES, STRUCTURES, WATER LINES, STORM AND SANITARY LINES, GAS LINES, ELECTRICAL CONDUIT, AND OTHER UNDERGROUND UTILITIES PRIOR TO PERFORMING EARTHWORK, EXCAVATION, OR UTILITY WORK. ENGAGE THE SERVICES OF A PRIVATE UTILITY LOCATE COMPANY IF NECESSARY TO COMPLETELY

LOCATE EXISTING UNDERGROUND UTILITIES AND STRUCTURES.

17. ANY CONTRACTOR IS TO STOP WORK IMMEDIATELY IN AREA IF ABATEMENT MATERIAL(S) ARE ENCOUNTERED. NOTIFY GENERAL CONTRACTOR OF SUSPECTED AREA SO PROPER ABATEMENT CAN BE DONE. (UNDER A SEPARATE ABATEMENT CONTRACT AS

NEGOTIATED BY OWNER.)

18. SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXIST IN THE DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR IS SUCH AS WILL PREVENT HIM FROM COMPLETING HIS WORK IN A FIRST-CLASS MANNER, HE SHALL NOTIFY THE GENERAL CONTRACTOR BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR

WORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION.

19. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE.

20. CARPENTRY WORK SHALL CONSIST, IN GENERAL, OF WORK AS SHOWN INCLUDING BUT NOT LIMITED TO THE WALLS, ROOFS, SHEATHING, WOOD TRIM (BOTH INTERIOR AND EXTERIOR) INTERIOR STUDDING FOR PARTITIONS, STAIRS, DOORS AND APPLICATION OF HARDWARE. ALL SIZES, TYPES, DETAILS AND SPECIES AS SHOWN. INSTALL ALL MEMBERS AS SHOWN IN PROPER LOCATIONS PLUMB AND TRUE TO LEVEL. SECURELY FASTEN AND ANCHOR WALLS TO THE CONCRETE STRUCTURE AND ALL MEMBERS TO EACH OTHER TO PROVIDE FULL STRENGTH AT JOINTS USING PROPER AND SUFFICIENT FASTENING IN ORDER TO ENSURE RIGIDITY OF THE STRUCTURE AND CONFORMITY TO CODE. PROVIDE BACKING/BRACING FOR ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, OR OTHER FINISH ELEMENTS THAT PROVIDE SECURED POSITIONING TO PARTITIONS

21. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MISCELLANEOUS BLOCKING REQUIRED FOR INSTALLATION OF ALL BUILDING COMPONENTS, INCLUDING BUT NOT LIMITED TO FURNISHINGS, FIXTURES, EQUIPMENT, HARDWARE, BRACKETS, AND OWNER-PROVIDED EQUIPMENT. CONTRACTOR SHALL COORDINATE SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH TRADE

AND WITH OWNER'S REPRESENTATIVE.

22. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MISCELLANEOUS WOOD AND METAL TRIM, FLASHING, CLIP ANGLES, ANCHORS, SUPPORTS, AND CLOSURE TRIM REQUIRED TO PROVIDE A COMPLETE, UNIFORM, AND WEATHER-TIGHT ASSEMBLY AS REQUIRED

TO ACCOMPLISH THE DESIGN INTENT.

23. ALL NEW DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE HARDWARE HEIGHT FROM 34 INCHES TO 48 INCHES PER SECTION 1008.1.9.1.

24. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS, CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORY COMPONENTS AS REQUIRED TO FULLY COMPLY WITH MANUFACTURER'S

RECOMMENDATIONS.

25. CONTRACTOR SHALL PROVIDE ACCESS DOORS IN ALL WALLS AND CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, FIRE PROTECTION, OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS DOORS SHALL BE OF AN APPROPRIATE SIZE REQUIRED FOR EACH APPLICATION. WHERE APPLICABLE, ACCESS DOORS SHALL MATCH THE FIRE RATING OF THE WALL

ASSEMBLY.

26. CONTRACTOR SHALL SEAL ALL PENETRATIONS IN EXTERIOR WALL AND ROOF ASSEMBLIES WITH APPROPRIATE JOINT SEALANT(S) AND FLASHING(S) TO MAINTAIN A WEATHER-TIGHT AND AIRTIGHT BUILDING ENVELOPE. ALL JOINTS AND PENETRATIONS SHALL BE SEALED, GASKETED, OR WEATHER-STRIPPED TO MINIMIZE AIR LEAKAGE, INCLUDING THE FOLLOWING:

A. JOINTS AROUND FENESTRATION AND DOOR FRAMES.

B. JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AT BUILDING CORNERS, BETWEEN WALLS AND

FLOORS OR ROOFS, AND BETWEEN WALLS AND ROOF OR WALL PANELS.

C. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH ROOFS, WALLS, AND FLOORS.

D. JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS.

E. ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.

27. ALL PENETRATIONS AND JOINTS IN FIRE-RATED WALL ASSEMBLIES AND FLOOR/CEILING ASSEMBLIES SHALL BE SEALED WITH THE FIRESTOPPING SYSTEM OR FIRE-RESISTIVE JOINT SYSTEM WHICH IS THE MOST APPROPRIATE FOR THE SPECIFIC APPLICATION BASED ON THE TYPE OF ASSEMBLY AND TYPE OF PENETRATING ELEMENT. SYSTEMS SHALL BE U.L.-LISTED FOR EACH APPLICATION.

28. ALL VERTICAL FENESTRATION (OPERABLE AND FIXED GLAZED ASSEMBLIES) SHALL BE LABELED BY THE MANUFACTURER WITH U-FACTOR, SHGC RATING, SAFETY RATING, AND FIRE-RESISTANCE RATING, WHERE APPLICABLE. WINDOWS AND DOORS SHALL BE

CERTIFIED AS MEETING AIR LEAKAGE REQUIREMENTS PER NFRC 400.

ROOM TAG:

X

A-102 REFLECTED CEILING AND ROOM FINISH PLANS

MECHANICAL/PLUMBING

MP-000 MECHANICAL & PLUMBING COVER SHEET

MP-100 MECHANICAL & PLUMBING PLANS

MP-200 MECHANICAL & PLUMBING DETAILS, DIAGRAMS, AND SCHEDULES

MP-300 MECHANICAL & PLUMBING SPECIFICATIONS

MP-301 MECHANICAL & PLUMBING SPECIFICATIONS

-2

5-

BI

D S

PE

R M

IT

S

BIDS & PERMITS03-26-25

A-402 INTERIOR ELEVATIONS

4'-0"

BLOCKING AS

REQUIRED

SHELVE

5/8" WR GYP BD UP TO

START OF SHELVES

SINGLE LEVER, SINGLE

HOLE MOUNT SINK FAUCET.

SEALANT

5 1/2" DEEP ADA ACCESSIBLE SINK

HOLE AND SINK

OPEN AREA BELOW SINK FOR ADA

COMPLIANCE

PROTECTIVE

INSULATION WRAP AT

WATER AND DRAIN

LINES BELOW SINK

BASE AS

SCHEDULED

PARTITION AS

SPECIFIED

5' -0

NOTE: iF X>24", THEN AN

ADDITIONAL MANEUVERING

CLEARANCE OF 6" SHALL BE

PROVIDED AS SHOWN

NOTE: iF X>15", THEN AN

ADDITIONAL MANEUVERING

CLEARANCE OF 12" SHALL BE

PROVIDED AS SHOWN

FIG. 38 STORAGE SHELVES AND CLOSETS

FIG. 26 TWO HINGED

DOORS IN SERIES

WALKING

PERPENDICULAR

TO A WALL

(b) ALTERNATE STALLS(a) STANDARD STALL

STANDARD STALL

(END OF ROW)

(a) HIGH FORWARD REACH LIMIT

(c)

PARALLEL

APPROACH

(a)

CLEAR FLOOR

SPACE

(b)

TURNS AROUND AN

OBSTRUCTION

(a)

90° TURN

(d) SIDE WALLS

(c) REAR WALL OF

STANDARD STALL

FIG. 56 STACKS

NOTE: X<24" NOTE: X<15"

NOTE: Y=48" MIN. IF

DOOR HAS CLOSER

SEAT

WALL

(a) 36" BY 36" STALL

BACK CONTROL WALLSEAT WALL

(B) CLOSETS(A) SHELVES

FOOT BACK HEAD

(a) 36" BY

36" STALL

SEAT

(a) PROPORTIONS

INTERNATIONAL SYMBOL

OF ACCESSIBILLITYINTERNATIONAL TDD SYMBOL

INTERNATIONAL SYMBOL OF

ACCESS FOR HEARING LOSS

FIG 43. INTERNATIONAL

SYMBOLS

ELEVATION

THIS OVERHANG CAN BE

GREATER THAN 12"

BECAUSE NI\O ONE CAN

APPROACH THE OBJECT

FROM THIS DIRECTION

CONTROL

AREA

CLEAR FLOOR

SPACE

(a) FRONT APPROACHES-SWINGING

DOORS

(c) HING SIDE APPROACHES-SWINGING

DOORS

NOTE: IF Y=60", THEN X=36"

IF Y=54", THEN X=42"

PULL SIDE

EDGE PROTECTION

PROVIDED BY VERTICAL

GUARD RAILS

NOTE: ALL DOORS IN ALCOVES SHALL

COMPLY WITH THE CLEARANCES FOR

FRONT APPROACHES

FIG. 36 SHOWER

SEAT DESIGN

SIDE

36" MIN.

" M

IN

3' MIN.

18" MIN. 18" MIN.

" M

IN

CLEAR

FLOOR

SPACE

4' MIN.

4' MIN.

" M

IN

3' MIN.

18" MIN. 18" MIN. 18" MIN.42"

" M

IN

1.5" 0 RAIL

(SS OR CHROME)

12" 3'-6"

3' MAX

" M

IN

4' MIN.

3'-0"

12" MAX.

6"

1'-6"

5'-0" (60")

5' -0

5'-0"

SIZE AND SPACING OF HANDRAILS AND GRAB BARS

32"

" M

AX

" M

IN

" M

AX

12" MAX

GR

EA

TE

R

TH

AN

7"

" M

IN

" M

IN

54" MIN.

2' MIN.

" M

IN

Y

X

24" PREFERED

18" MIN

2' MIN.

" M

IN

" M

IN

Y

54" MIN.

PUSH

SIDE

" M

IN

Y

2' MIN.

PUSH

SIDE

" M

IN

X

" M

AX

(c) LATCH SIDE APPROACHES-SWINGING

DOORS

3' MIN. 4' MIN. 3' MIN.

3'-6"

WHEN X < 4'

3'-6"

WHEN X < 4'X

4' W

HE

N

X <4

21" MAX.

9" M

IN

9" M

IN

2' MIN. 2' MAX.

4' MIN. 15" MAX.

" 9"

27" MAX

" M

IN

" M

IN

60" MIN.

48" MIN.

" M

IN

3' C

O N

TR

O

L W

AL

L

3' CONTROL

WALL

3' C

O N

TR

O

L W

AL

L

16" MAX.

1.5"

MAX.

12" MIN.

" M

AX

23" MIN.

1.

5"

M

AX

M

AX

M

AX

SEAT

WALL

M

AX

M

AX

CONTROL

AREA

18"

1' -6

27" MAX.

27" MAX.

AD

JU

ST

AB

LE

R

AN

GE

M

AX

75" MIN.

" M

IN

. CLEAR

FLOOR

SPACE

60" MIN.

" M

IN

60" MIN.

" M

IN

6' -8

" M

IN

4" MAX.

M

AX

2' MIN.

OBJECTS

MOUNTED ON

POSTS OR PYLONS

30" MIN.

2' MIN.12" MAX.

9"

1' MAX.

15"

CLEAR WIDTH ANY AMOUNT

" M

AX

" M

IN

" M

IN

CANE

RANGE

4' M

IN

5'-0" 6" 12" 2' 1'-6"

3' -4

5' -0

3'

M

IN

" M

IN

5'-0" 6" 12" 2' 1'-6"

4' MIN.

3' -4

8"

" M

IN

5'

32" MIN.

4"

3' -4

" M

IN

1'-6"

3' MIN.

1'-6"

4' MIN.

" I

F

FL

O O

R M

TD

" I

F W

AL

L

M

TD

32" MIN. 32" MIN.

3' -4

" M

IN

4' 6"2'-6"

4' 2'-6"

2' -6

X

X

4'

2' -6

4'

2'-6"

4'

2' -6

X

X

36" MIN.

" M

AX

PE

RF

ER

ED

" M

IN

36" MIN.

3" MIN. 6"

" M

IN

1.5" 0 RAIL

(SS OR

CHROME)3'-6" MIN.12"

3' MAX.

12"18"

MIN.

18"

MIN.2'

-1 0"

3'

-2

2'

-3

12" 12"

CLEAR FLOOR SPACE AT WATER

CLOSETS

ALTERNATE LOCATIONS OF

PANEL WITH SIDE OPENING

DOOR

ALTERNATE LOCATIONS OF

PANEL WITH CENTER OPENING

DOOR

CLEAR DOORWAY WIDTH AND

DEPTH

MAXIMUM DOORWAY

DEPTH

CAR CONTROL

HEIGHT

FOLDING

DOOR

(e) SLIDE SIDE FRONT

APPROACHE-SLIDING DOORS

AND FOLDING DOORS

(d) FRONT APPROACHES-SLIDING

DOORS AND FOLDING DOORS

ELEVATION E (e) LATCH SIDE FRONT

APPROACHE-SLIDING DOORS

AND FOLDING DOORS

WITH SEAT AT HEAD OF

TUB

SHOWER SIZE AND

CLEARANCES

30" BY 60"

STALL

FIG. 35 SHOWER SIZE AND

CLEARANCES

(a) WITH

SEAT IN TUB

WITH SEAT AT

HEAD OF TUBCLEAR FLOOR SPACE AT BATHTUBS

SE

AT

FO

O

T

H

EA

D

FO

O

T

SE

AT

BACKBACK

BACK (LONG) (b) 36" BY

60" STALL

NOTE: Y=54" IF DOOR HAS

CLOSER

NOTE: SHOWERHEAD AND CONTROL AREA MAY BE ON

BACK (LONG) WASS (AS SHOWN) OR ON EITHER SIDE WALL

CLEAR

FLOOR

SPACE

CLEAR

FLOOR

SPACE

EDGE PROTECTION 12"

EXTENSION BEYOND RAIL

EDGE PROTECTION 2" MINIMUM

NOTE: X=12" IF DOOR HAS

BOTH CLOSER AND LATCH

NOTE: Y=48" MIN. IF DOOR HAS

BOTH LATCH AND CLOSER

CLEAR FLOOR SPACE IN ALCOVES

MANEUVERING CLEARANCES AT DOORS

(b)

FORWARD

APPROACH

(b) MAXIMUM FORWARD

REACH OVER AN

OBSTRUCTION

WALKING

PARALLEL

TO A WALL

OCTAGON SYMBOL

SHALL BE RAISED

BUT `X' IS NOT

DOOR OPEN

EMERGENCY

ALARM

MAIN ENTRY

FLOOR

DOOR

CLOSED

3/4" BUTTON

DIAMETER

DIRECTION OF

APPROACH

PULL

SIDE

CLEAR

FLOOR

SPACE CLEAR

FLOOR

SPACE

FO

O

T

BACK

(a) PANEL DETAIL

5/8" NUMERAL

HEIGHT

3"

3.25"18 " M

IN

℄ RAMP

2"

FIG. 32

FIG. 35

(b)

LA

V.

SI

DE

HEAD

(b)

BACKFOOT

HANDRAIL

FIG. 39

(D)

HANDRAIL

(C)

HANDRAIL

(B)

HANDRAIL

T-SHAPED SPACE FOR 180 TURNS

FIG. 28

LAV.

LAV.

(d)(c) FIG. 24

(e)

(b)

ELEVATION D

END OF RAMP

1.25"-1.5"

FIG. 53 FOOD

SERVICE LINES

PULL SIDE

PUSH SIDE

FIG. 54

TABLEWARE AREAS

FORWARD REACH

LAV LAV.

H

EA

D

SE

AT

FIG. 33 (b)

CANE RANGE

PLAN

(A)

HANDRAIL

(c) (d)

(a-1)

SHOWER CONTROLS SHOWER HEAD DRAIN

Y = 60" IF X = 36

Y = 54" IF X = 42

22" MIN.

Y

" M

IN

IF

D

O O

R H

AS

B

O

TH

A

LA

TC

H

AN

D

A C

LO

SE

R

X

SIGN BACKGROUND COLOR:

PMS262C. REFER TO SPEC FOR

ADDITIONAL INFORMATION.

LETTERS AND NUMBERS

SHALL BE UPPER CASE,

SANS SERIF TYPE

COLOR: WHITE

CORRESPONDING GRADE 2

BRAILLE REFER TO TACTILE

NOTES (THIS DETAIL) FOR

ADDITIONAL INFORMATION.

LETTERS AND

NUMBERS SHALL

BE AT LEAST 5/8"

HIGH, BUT NO

HIGHER THAN 2"

LETTERING

RAISED 1/32"

EXIT

TACTILE SIGNAGE SHALL BE ALLOWED ON THE

PUSH SIDE OF A DOOR WHEN THE FOLLOWING

CONDITIONS EXIST: DOOR HAS A CLOSER,

DOOR DOES NOT HAVE A HOLD OPEN DEVICE

THAT PREVENTS IT FROM CLOSING.

9"

MIN.

WALL MOUNTED TACTILE

SIGNAGE TO BE LOCATED ON

LATCH SIDE OF DOOR CLEAR

OF DOOR SWING. MOUNT @

48 MIN. (TO BOTTOM) 60" MAX.

(TO TOP) OF SIGN TO FLOOR.

EXIT

" M

AX

T

O T

O P

" M

IN

. 4

4" M

AX

2' -6

4'-0"

Z

X

4'-0"

Z

LAV.

X

Y

4'-0"

4' M

AX

FO

RW

AR

D

RE

AC

H

M

IN

2'

-6

2'-6"

12"

M

AX

OBJECTS

PROTRUDING OFF

WALL/CEILING

3'-0" 3'

-0

9" 4"

1'-0"

" M

IN

2"

G-002

ACCESSIBILITY REQUIREMENTS

NOTES AND DETAILS

MV

BK

BK

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

BIDS & PERMITS03-26-25

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

C RAIL MOUNT

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

AutoCAD SHX Text

OCCUPANCY CALCULATIONS (TABLE 1004.1.2)

FUNCTION OF SPACE AREA (sf) FLOOR AREA PER OCCUPANT (sf) OCC LOAD

SHOPS / VOCATIONAL

TRAINING AREAS

TOTAL 1,750

ED

U

CA

TI

O N

AL

~87,500 1,75050 net

PLUMBING FIXTURES CALCULATIONS (TABLE 403.1) - EXISTING

DF SS

1 per 100

1 per 50 1 per 50

35 35

17 req'd

(X) prov'd

1 req'd

(X) prov'd

WC -

MALE

WC -

FEMALE

LAV -

MALE

LAV -

FEMALE

35 req'd

(22) prov'd (17) prov'd

35 req'd

(8) prov'd (9) prov'd

LOCKER ROOMS

LOCKER ROOMS

PRIVATE / UNISEX

(3) prov'd (3) prov'd

PRIVATE / UNISEX

17 req'd

(X) prov'd

1 req'd

(X) prov'dTOTAL 35 req'd

(20) prov'd 35 req'd

(42) prov'd

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

G-003

PLUMBING FIXTURE CALCULATIONS

AND LIFE SAFETY PLAN

MV

BK

BK

NORTH

SCALE:

LIFE SAFETY PLAN

N.T.S.

TOILET GROUP #1:

EXISTING

WC - 6 male / 5 female LAV - 3 male / 3 female

TOILET GROUP #2:

EXISTING

WC - 4 male / 3 female LAV - 1 male / 2 female

PROPOSED

WC - 3 male / 4 female LAV - 2 male / 4 female

TOILET GROUP #3:

EXISTING

WC - 5 male / 3 female LAV - 2 male / 2 female

TOILET GROUP #4:

EXISTING

WC - 7 male / 6 female LAV - 2 male / 2 female

BIDS & PERMITS03-26-25

1 1

4A

4A

5 5

MEN'S TLT

RC23

WOMEN'S TLT

RC25

STOR./J.C.

RC24

2B

4A

4A

2A

2A

5' -6

6'-0"

'-3

4A

4A

4A

4A

4A

4A

STOR./J.C.

RC24

1' -6

M

AX

WC-2

WC-2

UR-1

UR-1

LAV-1

EWC

MEN'S TLT

RC23

WOMEN'S TLT

RC25

11'-0"±

5'-0"

1' -3

M

IN

6'-0"

LAV-1

LAV-1

5' -6

5'-0"

'-3

5' -5

1' -3

M

IN

EQ 1'

-8

1'-10"± 1'-6"

MIN

1' -3

M

IN

1'

-3

M

IN

2'-0"± 1'-6"

MIN

1'-10"

WC-1

WC-1

2' -1

1" 2'

-1 1"

2' -1

1"

5' -7

1 2"

5' -7

1' -4

" M

IN

1' -6

" M

AX

5'-0"

2' -5

1'

-3 " M

IN

2'

-0

2' -0

1' -6

1'

-3 " M

IN

2'

-5

LAV-3

2 3

A-401

3A

A-401

8A A-401

6A

8 A-401

A-401

7A

5A

A-401

EQ 1'

-8

3A

EXISTING INTERIOR DOOR AND FRAME ASSEMBLY TO BE REMOVED.

EXISTING MILLWORK/CASEWORK ASSEMBLY TO BE REMOVED.

EXISTING FLOOR FINISH THIS AREA TO BE REMOVED.

EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED PLUMBING

TO BE REMOVED.

EXISTING TOILET PARTITION AND ASSOCIATED HARDWARE

TO BE REMOVED.

EXISTING SPECIALTY ACCESSORIES (GRAB BARS, PAPER TOWEL

HOLDER, SOAP DISPENSER, ETC.) TO BE SALVAGED FOR RE-USE,

COORDINATE WITH OWNER AS REQUIRED.

DEMOLITION KEYED NOTES

PORTION OF EXISTING CMU WALL TO BE REMOVED FOR WALL OR

DOOR OPENING.

EXISTING BABY CHANGING STATION TO BE SALVAGED FOR

RE-USE.

PORTION OF EXISTING INTERIOR WALL PARTITION TO BE

REMOVED FOR INSTALLATION OF NEW DOOR AND FRAME.

2B

EXISTING NON-COMPLIANT DRINKING FOUNTAIN TO BE

REMOVED AND REPLACED WITH COMPLIANT MODEL.

EXISTING PLUMBING FIXTURES TO BE REMOVED. RETROFIT

ASSOCIATED PLUMBING AS REQUIRED FOR NEW PLUMBING

FIXTURES.

4A

EXISTING PARTIAL HEIGHT CMU WALL TO BE REMOVED COMPLETE.2A

DEMOLITION PLAN LEGEND

DEMO WALL

NOTE:

ALL DIMENSIONS AT SELECTIVE EXISTING CONDITIONS AND NEW

CONSTRUCTION ARE APPROXIMATE.

DEMO OTHER

EXISTING TERRAZZO FLOOR TO BE SAWCUT AND REMOVED AS

NEEDED FOR REMOVAL OF EXISTING FIXTURES AND WALLS.

FLOOR PLAN LEGEND

EXIST. 8" CMU WALL TO REMAIN

NOTE:

ALL DIMENSION AT SELECTIVE EXISTING CONDITION AND NEW

CONSTRUCTION ARE APPROXIMATE.

EXIST. GYP. BD. ON METAL STUD WALL TO REMAIN

NEW INTERIOR WALL PARTITION, SEE WALL TYPE LEGEND,

THIS SHEET.

1. DEMOLITION CONTRACTOR TO VERIFY CONDITION OF AREA TO BE

IMPROVED PRIOR TO STARTING WORK.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION,

CUTTING AND PATCHING OF ALL EXISTING COMPONENTS AND

SYSTEMS WHATSOEVER TO PREPARE AREA FOR ALL INTERIOR

IMPROVEMENTS.

3. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE ENCOUNTERED,

WORK IS TO STOP AND OWNER REPRESENTATIVE IS TO BE NOTIFIED.

OWNER IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL

HAZARDOUS MATERIAL.

4. ELECTRICAL DEMOLITION

A. ALL EXISTING DEAD WIRING, WIREWAYS, AND CONDUIT IN

RENOVATED AREAS SHALL BE REMOVED IN ITS ENTIRETY WHERE

ACCESSIBLE. WHERE NOT ACCESSIBLE, WIRING ONLY SHALL BE

REMOVED AND CONDUIT SHALL REMAIN CUT OFF AT WALL OR

FLUSH WITH FLOOR.

B. REWORK ALL EXISTING WIRING, CONDUIT, ETC. REMAINING IN

USE AND FALLING WITHIN EXISTING WALLS WHICH ARE BEING

REMOVED TO NEAREST EXISTING WALLS REMAINING.

C. DISCONNECT AND REMOVE ANY ELECTRICAL EQUIPMENT IN

CEILING SPACE OR WALLS THAT CAUSES INTERFERENCES DURING

RENOVATION WORK. ALL EQUIPMENT SHALL BE REPLACED AND

RECONNECTED UPON COMPLETION OF RENOVATION WORK.

D. ELECTRICAL EQUIPMENT BEING REMOVED AND NOT BEING

REUSED SHALL BE REMOVED FROM SITE AND DISPOSED OF BY

THIS TRADE.

E. EXISTING CONDUIT IN SPACE MAY BE REUSED. BRANCH HOME

RUN CONDUIT MAY BE REUSED.

F. EXISTING ABANDONED CONDUIT AND WIRING IN RENOVATION

AREA SHALL BE REMOVED.

5. CONCRETE TO BE 4,000 PSI MIN. STRENGTH AT 28 DAYS.

DEMOLITION GENERAL NOTES

FLOOR PLAN KEYED NOTES

3 NEW MIRROR AT SINK

4 NEW TOILET PARTITIONS AS SHOWN, SEE SHEET A-601

NEW LAVATORY SINK

RELOCATED BABY CHANGING STATION5

6 INFILL EXISTING DOOR OPENING AS SHOWN

CMU WALL INFILL

INFILL WITH 8" CMU TO MATCH

EXISTING ADJACENT (V.I.F.)

8" N

O M

NEW INTERIOR WALL

5/8" G.W.B. EACH SIDE ON 3 5/8" METAL

STUDS TO EXTEND TO UNDERSIDE OF DECK

ABOVE, W/ BATT INSULATION

5" N

O M

NEW INTERIOR WALL

5/8" G.W.B. ROOM SIDE ONLY OF 6" METAL

STUDS TO EXTEND TO UNDERSIDE OF

EXISTING CEILING

2"

N O

M

NEW 36" DOOR, SEE DOOR SCHEDULE, SHEET A-6011

WALL TYPE LEGEND

7 NEW GRAB BARS AS REQUIRED

8 NEW COMPLIANT ELEC WATER COOLER

NOTE:

SEE PLUMBING SHEETS FOR PLUMBING FIXTURE SCHEDULE.

9 CONCRETE INFILL WHERE TERRAZZO IS REMOVED (HARD

TROWEL FINISH)

10 EXISTING HOLES IN CMU WALL ARE TO BE FILLED AND

PATCHED PRIOR TO FINISH MATERIAL APPLICATION

3A NEW FULL LENGHT MIRROR

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

NORTH

SCALE: 2PROPOSED FLOOR PLAN

1/2" = 1'-0"

NORTH

SCALE: 1DEMOLITION PLAN

1/2" = 1'-0"

A-101

DEMOLITION AND PROPOSED FLOOR

PLANS

MV

BK

BK

NORTH

SCALE:

KEY PLAN

N.T.S.

WORK AREA

BIDS & PERMITS03-26-25

AutoCAD SHX Text K-4915

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text K-4915

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text K-4915

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text K-4915

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

VITREOUS CHINA

MEN'S TLT

RC23

WOMEN'S TLT

RC25

STOR./J.C.

RC24

~158 SF

~235 SF

CT

-1

,2

TS-XTS-X

CT-1,2,3

CT-1,2

CT

-1

,2

CT

-1

,2 ,3

CT

-1

,2

CT-1,2

CT-1,2,3

CT-1,2

CT

-1

,2 ,3

CT

-1

,2 ,3

CT-1

CT-1

CT

-1

,2 ,3

CT

-1

,2 ,3

CT

-1

,2 ,3

MEN'S TLT

RC23

WOMEN'S TLT

RC25

STOR./J.C.

RC24

9'-0"±9'-0"±

X'-X"± (V.I.F.)

X'-X"± (V.I.F.)

EXIST. GB SOFFIT

EXIST. GB

CEILING

NEW GB CEILING TO

MATCH EXIST SOFFIT

X'-X" - 6"

NEW GB

BULKHEAD

'A'

'A'

'A''A'

'A'

ROOM FINISH LEGEND

EXISTING TERRAZZO FLOORING TO BE

PREPARED AS REQ'D FOR NEW EPOXY

COATING

TS-X

FLOOR TRANSITION TO BE

LOCATED BENEATH CLOSED DOOR,

SEE DETAILS SHEET A-701

1. ALL WALL PAINT TO BE PT-1 EXCEPT WHERE NOTED ON FINISH PLAN.

2. COORDINATE FLOORING MATERIAL WITH OWNER (TYP).

3. FLOOR TRANSITIONS WHICH OCCUR AT DOORS SHALL BE CENTERED

BENEATH THE DOOR WHILE IN THE CLOSED POSITION.

4. COORDINATE LOCATIONS OF FLOORING TRANSITIONS WITH FINISH

PLANS AND SCHEDULE.

FINISH PLAN NOTES

DENOTES WHOLE WALL SIDE

*REFER TO ROOM FINISH SCHEDULE

& NOTES FOR FURTHER INFORMATION

CT- #

EXISTING VCT FLOORING TO BE

REMOVED AND PREPARED AS REQ'D

FOR NEW EPOXY COATING

RCP KEYED NOTES

REFLECTED CEILING LEGEND

AIR EXHAUST GRILLE

GB-1

SUSPENDED GYPSUM BOARD CEILING ASSEMBLY

NOTE:

COORDINATE LOCATION OF LIGHTING, HVAC AND SPRINKLER HEADS WITH

SUSPENDED CEILING GRID (TYP).

2x4 LITHONIA LIGHTING CPANL LED FLAT PANEL -

FULLY SWITCHABLE MODEL # CPANL 2X4 ALO1 SWW7

DIRECT SURFACE MOUNT

NEW 2X4 LED LIGHT FIXTURE TO REPLACE EXISTING.

PATCH AND REPAIR EXISTING CEILING AS NEEDED TO

ACCOMMODATE NEW WORK.

NEW DIFFUSERS AT EXISTING MECHANICAL EQUIPMENT -

SEE SHEET MP-100 FOR MORE INFORMATIONS.

A.F.F. CEILING HEIGHT

9'-0"

EXISTING TO REMAIN:

EXISTING CONSTRUCTION TO REMAIN SHOWN

LIGHTER THAN NEW WORK (DARKER). REQUEST

CLARIFICATION FROM ARCHITECT WHERE

NECESSARY.

(E)

EXISTING CEILING TO BE PATCHED AND REPAIRED AS NEEDED.

NEW PAINTED FINISH - SEE FINISH SCHEDULE SHEET A-601.

WALL-MOUNTED FIRE ALARM/STROBE

'A'

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

A-102

REFLECTED CEILING AND ROOM FINISH

PLANS

MV

BK

BK

NORTH

SCALE: 4ROOM FINISH PLAN - GROUP #2

1/4" = 1'-0"

NORTH

SCALE: 3REFLECTED CEILING PLAN - GROUP #2

1/4" = 1'-0"

FINISH SUMMARY

MEN'S (RC23) WOMEN'S (RC25)

FLOOR AREA (SF) 157 235

TOTAL WALL AREA (SF) 549 792

BASE LENGTH (LF) 61 88

NORTH

SCALE:

KEY PLAN

N.T.S.

WORK AREA

BIDS & PERMITS03-26-25

AutoCAD SHX Text K-4915

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text K-4915

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text F

AutoCAD SHX Text F

F

1'-3" 1'-3"1'-3" 1'-3" EQ.

1'-8"±

EQ.

1'-8"±

5'-5"±

1' -0

M

IN WC-2

UR-1

UR-1

LAV-1

TOILET PARTITION BEYOND

1'-6"

MAX

1'-10"

WALL-MOUNTED

1-STATION TROUGH

SINK UNIT

24"Wx36"H MIRROR

LAV-1

SEE MECH.

DRAWINGS

NEW URINAL DIVIDER PARTITION

RELOCATED BABY

CHANGING STATION

WALL-MOUNTED

1-STATION TROUGH

SINK UNIT

24"Wx36"H

MIRROR

SCHLUTER TRIM

(TYP)

EXISTING MECHANICAL SCREEN TO BE

PAINTED GREEN TO MATCH THE TILES

NEW ELEC

WATER

COOLER

WOOD DOOR W/ LOUVERS,

SEE DOOR SCHEDULE

WOOD DOOR

W/ LOUVERS, SEE

DOOR SCHEDULE

EXIST.

CORRIDOR

EXIST. DOOR TO J.C. TO REMAIN

5'-5"±

2' -1

0" M

AX

2' -9

"4' -1

2' -1

0" M

AX

WOOD DOOR W/ LOUVERS,

SEE DOOR SCHEDULE

TOWEL

DISPENSER

& WASTE

RECEPTACLE

GRAB

BARS

(TYP)

TOILET PARTITION

TOILET

PAPER

DISPENSER

SCHLUTER TRIM (TYP)

EXISTING EMERGENCY

STROBE LIGHT

TOWEL DISPENSER &

WASTE RECEPTACLE

SCALE: 5AINTERIOR ELEVATION - MEN'S TOILET ROOM RC23

3/8" = 1'-0"

SCALE: 3AINTERIOR ELEVATION - MEN'S TOILET ROOM RC23

3/8" = 1'-0" 3

SCALE: 1INTERIOR ELEVATION - EXISTING CORRIDOR

3/8" = 1'-0"

A-401

INTERIOR ELEVATIONS

MV

BK

BK

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

SCALE: 2INTERIOR ELEVATION - MEN'S TOILET ROOM RC23

3/8" = 1'-0"

SCALE: 4INTERIOR ELEVATION - MEN'S TOILET ROOM RC23

3/8" = 1'-0"

BIDS & PERMITS03-26-25

ALTERNATE 01:

AS AN ALTERNATE PLEASE SUBMIT

COST REDUCTION FOR OMITTING

THE CERAMIC/PORCELAIN TILE AND

PAINTING THE EXISTING CMU WALLS

AND NEW CONSTRUCTION PER THE

FINISH SCHEDULE (2-3 COLORS)

TILE PATTERN:

FINAL PATTERN IS TBD AND WILL REFLECT THE

4"x12" TILE AS SPECIFIED. INTERIOR ELEVATIONS

REPRESENT AN APPROXIMATE PATTERN AND

APPROACH TO % OF EACH COLOR.

AutoCAD SHX Text

K-4960-ER

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

AutoCAD SHX Text

VITREOUS CHINA

AutoCAD SHX Text

K-4960-ER

AutoCAD SHX Text

BARDON

AutoCAD SHX Text

C_URINALS

VITREOUS CHINA

2'-0" 2'-0"2'-5"± 1'-3"

MIN

WALL-MOUNTED 3-STATION

TROUGH SINK UNIT

EXIST. SOFFIT (V.I.F.)

LAV-2

EXIST. SOFFIT (V.I.F.)

OPEN TO

BEYOND

18"Wx36"H MIRROR

(TYP OF 3)

GRAB

BARS

(TYP) RELOCATED

BABY

CHANGING

STATION

OPEN TO

BEYOND

RELOCATED

SANITARY NAPKIN

DISPENSER

TOILET PARTITION (TYP)

SCHLUTER TRIM

(TYP)

LAV-1

WC-2

1'-6"± 1'-3"

MIN5'-7"±

2'-11"± 2'-11"± 2'-11"±

TOILET PARTITION (TYP)

WC-1 WC-1 WC-1

24"Wx36"H MIRROR

OPEN TO

BEYOND

WALL-MOUNTED

1-STATION TROUGH

SINK UNIT

SEE MECH.

DRAWINGS

EXISTING MECHANICAL SCREEN TO BE

PAINTED GREEN TO MATCH THE TILES

INFILL WALL

OPENING

WOOD DOOR W/ LOUVERS,

SEE DOOR SCHEDULE

EXIST. SOFFIT (V.I.F.)

24"Wx60"H MIRROR

SCHLUTER TRIM

(TYP)

EXIST. EMERGENCY

STROBE LIGHT

A-402

INTERIOR ELEVATIONS

MV

BK

BK

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

SCALE: 8AINTERIOR ELEVATION - WOMEN'S TOILET ROOM RC25

3/8" = 1'-0"

SCALE: 6AINTERIOR ELEVATION - WOMEN'S TOILET ROOM RC25

3/8" = 1'-0" 6

SCALE: 7AINTERIOR ELEVATION - WOMEN'S TOILET ROOM RC25

3/8" = 1'-0" 7

SCALE: 9INTERIOR ELEVATION - WOMEN'S TOILET ROOM RC25

3/8" = 1'-0"

BIDS & PERMITS03-26-25

ALTERNATE 01:

AS AN ALTERNATE PLEASE SUBMIT

COST REDUCTION FOR OMITTING

THE CERAMIC/PORCELAIN TILE AND

PAINTING THE EXISTING CMU WALLS

AND NEW CONSTRUCTION PER THE

FINISH SCHEDULE (2-3 COLORS)

TILE PATTERN:

FINAL PATTERN IS TBD AND WILL REFLECT THE

4"x12" TILE AS SPECIFIED. INTERIOR ELEVATIONS

REPRESENT AN APPROXIMATE PATTERN AND

APPROACH TO % OF EACH COLOR.

NOTES:

OWNER TO PROVIDE SIGNAGE TO

MATCH EXISTING OR AS REQUIRED.

SCALE:

DOOR TYPES

1/4" = 1'-0"

7' -0

3'-0"

M

IN

1' -0

M

IN

A

LOUVERS KICK PLATE

This drawing is an instrument of service, remains the property of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.

24-131.2

SHEET NO:

JOB NO:

SHEET NAME:

IN CHARGE:

CHECKED BY:

DRAWN BY:

SEAL:

REV DATE ISSUED

ENGINEERING, INC.

25041

JRED PROJECT NUMBER:

Consulting Engineers 14115 Farmington Rd., Ste. 100 Livonia, MI 48154 Tel: (734) 855-4904 email: esteban@jredengineering.com

CITY OF

GARDEN CITY -

RADCLIFF

CENTER

Proposed Toilet Room Upgrades

- Group #2 -

1751 RADCLIFF ST.

GARDEN CITY, MI 48135

A-601

DOOR AND ROOM FINISH SCHEDULES

MV

BK

BK

RC25 7 8A F-1 1

A 7 8F-1 1

RC23

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

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

DOOR SCHEDULE

NO. SIZE DOOR NOTES

WxHxTHK

AN

O

D.

A

LU

M

FR

AM

E

G

LA

SS

W O

O D

TY

PE

HO

LL

O W

M

ET

AL

M

ET

AL

"K

N O

CK

-D

O W

N

TY

PE

1 2 3 4 5 6 7 8 9 10 11 13 14 15 16 18

2" P

R

HV

Y.

W

EI

GH

T

BU

TT

S

KE

YE

D

LO

CK

S

ET

ST

O

RE

RO

O M

LO

CK

ES

T

PA

SS

AG

E

LA

TC

H

SE

T

PR

IV

AC

Y

LA

TC

HS

ET

DE

AD

B O

LT

CL

O

SE

R

PU

SH

P U

LL

EN

TR

Y

PU

SH

PU

LL

W

AL

L

ST

O P

O

VE

RH

EA

D

ST

O P

AL

U

M

IN

U M

TH

RE

SH

O

LD

W

EA

TH

ER

ST

RI

PP

IN

G

KI

CK

PL

AT

E

AN

O

D.

A

LU

M

DO

O

R

VI

EW

ER

HO

LL

O W

M

ET

AL REFER TO DOOR NOTES FOR

CONDITIONS APPLYING TO

SPECIFIC DOORS OR SETS OF

DOORS - DOOR NOTES NOT

REFERENCED IN THIS COLUMN

ARE TO BE CONSIDERED GENERAL

DOOR NOTES.

PA

N

IC

HA

RD

W

AR

E

EX

IT

D

EV

IC

E

SI

DE

LI

TE

FRAME HARDWARE

O

FF

SE

T

PI

VO

T

HI

N

GE

S

INTERIOR MATERIALS LEGEND

CERAMIC WALL TILE

CT-1 (FIELD)

WALL BASE

MISCELLANEOUS

PAINT / WALL COVERINGS

PT-1

PT-2

MANUFACTURER: AMERICA OLEAN

STYLE: COLOR STORY

SIZE: 4" x 12"

COLOR: 0025 ICE WHITE

LOCATION: WALLS

PATTERN: SEE INTERIOR ELEVATIONS

MANUFACTURER: JOHNSONITE

TYPE: T.B.D.

COLOR: T.B.D.

LOCATION: NEW WALLS ON CLASS ROOM SIDE

OF WOMEN'S TOILET ROOM ADDITION

MANUFACTURER: SHERWIN WILLIAMS

COLOR: T.B.D.

FINISH: SEMI-GLOSS

LOCATION: WALLS (FIELD)

MANUFACTURER: SHERWIN WILLIAMS

COLOR: T.B.D.

FINISH: SEMI-GLOSS

LOCATION: WALLS (ACCENT)

RC25

RC23 EP-1 - -MEN'S TOILET

WOMEN'S TOILET EP-1 -

GB-1/PT-3

GYP. BD. CEILING

GB-1

DESCRIPTION: 5/8" GYPSUM BOARD, ON USG

DRYWALL SUSPENSION SYSTEM (DGW) OR SIMILAR

PT-3

MANUFACTURER: SHERWIN WILLIAMS

COLOR: SW7007 PURE WHITE

FINISH: EGGSHELL

LOCATION: GYP. BD. CEILING/BULKHEAD/SOFFIT

WOOD DOORS

MANUFACTURER: MARSHFIELD (TBD)

VENEER: TO MATCH EXISTING

COLOR: (TBD) TO MATCH EXISTING

LOCATION: ALL DOORS

(UNLESS NOTED OTHERWISE)

HEADRAIL BRACED

MANUFACTURER: GENERAL PARTITIONS

SERIES: 40 SERIES

(FLOOR SUPPORTED - HEADRAIL)

COLOR: 274 HUNTER (T.B.C.)

FINISH: HIGH DENSITY POLYMER

TOILET PARTITIONS

VB-1

TRASH RECEPTACLE

BOBRICK B-9279

SURFACE-MOUNTED WASTE RECEPTACLE FINO COLLECTION SATIN

FINISH 6 GAL

STALL HOOKS - ONE PER STALL

BOBRICK - MODEL B-670

TOILET PAPER DISPENSERS

BOBRICK B-2888

SURFACE-MOUNTED MUILTI-ROLL TOILET TISSUE DISPENSER

HANDS FREE WALL-MOUNTED TOWEL DISPENSERS (HARD WIRED)

ENMOTION # 59466 WITH AC ADAPTER STAINLESS STEEL FINISH

FEMININE PRODUCTS DISPOSAL

AMERICAN SPECIALTIES 0473-1A (WITH LOCK)

BABY CHANGING STATION

BRADLEY STAINLESS STEEL BABY CHANGING STATION MODEL 962

MIRROR

BRADLEY CORP 780 SERIES ANGLE FRAME MIRROR

18"x36", 24"x36", OR 24"x60"

GRAB BARS

AMERICAN SPECIALTIES 3800 SERIES STAINLESS STEEL

18", 36", OR 42"

TOILET ROOM ACCESSORIES

FINISH GENERAL NOTES

1. REFER TO ARCHITECTURAL FINISH SCHEDULE FOR LOCATION OF ACCENT PAINT, CORNER GUARDS, CARPET TILE, WALL TILE AND FLOOR TILE MATERIALS AND LOCATIONS.

2. SUBMIT PRODUCT DATA AND SAMPLES FOR EACH TYPE OF PRODUCT INDICATED. ALL FLOORING

MATERIAL MUST BE FROM THE SAME DYE LOT OR MANUFACTURER'S PRODUCT RUN. CARTON

PRODUCTS MUST BE IN SAME SEQUENCE.

3. ALL FLOORING INSTALLATION AND FLOOR PREPARATION SHALL BE PERFORMED BY AN EXPERIENCED

CERTIFIED CARPET INSTALLER.

4. CONTRACTOR TO CONDITION ALL FLOORING MATERIAL ON SITE FOR AT LEAST 24 HOURS PRIOR TO

INSTALLATION AND MAINTAIN AIR AND FLOOR TEMPERATURE AT A MINIMUM OF 65 DEGREES

FAHRENHEIT, 48-72 HOURS PRIOR TO, DURING AND AFTER INSTALLATION.

5. RELATIVE HUMIDITY IN SUBSTRATE SHALL BE DETERMINED BY THE ASTM-F-2170-09 'RELATIVE

HUMIDITY IN SITU PROBE TEST' AND SHALL NOT EXCEED 85%.

6. CONCRETE SUBFLOOR SHALL BE SOUND AND FREE OF OIL, GREASE, PAINT AND ANY OTHER FOREIGN

SUBSTRATE THAT MAY INHIBIT ADHESION. SURFACES MUST BE SMOOTH AND LEVEL BEFORE

INSTALLATION.

7. CONCRETE SURFACES MUST BE SMOOTH AND LEVEL BEFORE INSTALLATION. HIGH POINTS ARE TO BE

GRINDED, LOW POINTS ARE TO BE SKIM COATED.

8. TROWELABLE LEVELING AND PATCHING COMPOUNDS TO BE A CARPET MANUFACTURER APPROVED

LATEX-FORTIFIED PORTLAND CEMENT BASED PATCH, OR LEVELING COMPOUNDS. FLOORING

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLOOR LEVELING AND TO ACHIEVE A SMOOTH AND

LEVEL SUBSTRATE.

9. ADHESIVES TO BE WATER RESISTANT, MILDEW RESISTANT, NON- STAINING TYPE TO SUIT PRODUCTS AND SUBFLOOR CONDITIONS INDICATED, THAT COMPLIES WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPET AND THAT IS RECOMMENDED AND APPROVED BY THE CARPET MANUFACTURER.

REFER TO AND FOLLOW CARPET MANUFACTURER'S CARPET TILE INSTALLATION INSTRUCTIONS.

10. SWEEP OR VACUUM THE ENTIRE AREA BEFORE APPLYING ADHESIVE. DO NOT USE SWEEPING

COMPOUNDS. AFTER CLEANING, EXAMINE SUBSTRATES FOR MOISTURE, ALKALINE SALTS

CARBONATION, OR DUST. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS

HAVE BEEN CORRECTED.

11. COMPLY WITH CARPET MANUFACTURER'S WRITTEN RECOMMENDED CARPET INSTALLATION METHODS.

WHERE TWO DIFFERENT CARPET STYLES MEET AT DOORWAYS, CENTER CARPET TRANSITION SEAM UNDER THE DOOR IN CLOSED POSITION. DO NOT BRIDGE BUILDING EXPANSION JOINTS WITH CARPET.

ADHERE CARPET TILES PER CARPET MANUFACTURER'S WRITTEN INSTALL INSTRUCTIONS.

12. CUT AND FIT CARPET TO BUTT TIGHTLY TO VERTICAL SURFACES, PERMANENT FIXTURES AND BUILT IN FURNITURE INCLUDING CABINETS, PIPES, OUTLETS, EDGINGS, THRESHOLDS, AND NOSINGS. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPET MANUFACTURER. EXTEND CARPET INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN-BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES AND

SIMILAR OPENINGS.

13. PROTECT FINISHED FLOOR AGAINST DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION

METHODS INDICATED OR RECOMMENDED IN WRITING BY FLOORING MANUFACTURER.

14. CONTRACTOR TO USE PAINT & PRIMER OF THE SELECTED PAINT MANUFACTURER. PLEASE REFER TO

FINISH SCHEDULE.

15. COORDINATE LOCATIONS OF FLOORING TRANSITIONS WITH FINISH PLANS AND SCHEDULE.

16. INSTALL VINYL SCHLUTER TRANSITION STRIP OR SIMILAR AT TRANSITIONS BETWEEN FLOORING MATERIAL's.

17. FLOOR TRANSITIONS WHICH OCCUR AT DOORS SHALL BE CENTERED BENEATH THE DOOR WHILE IN THE

CLOSED POSITION.

18. CONFIRM SHOWER-PAN AREA FLOOR FINISHES.\

19. ORDER (1) BOX OF SOLID CARPET TILE TO INSERT IN PHYSICAL THERAPY FLOORING FOR LABELING

AREAS. COORDINATE W/ OWNER FOR LOCATIONS.

20. CONTRACTOR TO USE PAINT & PRIMER OF THE SELECTED PAINT MANUFACTURER. REFER TO FINISH

SCHEDULE.

NOTE

TENANT SHALL PROVIDE FINAL REVIEW AND APPROVAL OF ALL NOTED FINISHES AND LOCATIONS.

MODIFICATIONS/CHANGES TO BE APPROVED PRIOR TO PROVIDING SUBMITTALS AND PROCURING

MATERIALS.

ROOM

NO. NAME FLOOR

FINISHES REMARKS

BASE N. WALL S. WALL E. WALL W. WALL CEILING MILLWORK

ROOM FINISH SCHEDULE

ROOM

NO. NAME FLOOR

FINISHES REMARKS

BASE N. WALL S. WALL E. WALL W. WALL CEILING MILLWORK

ROOM FINISH SCHEDULE

WD

WD

DOOR TYPE A - WOOD (INTERIOR)

WOOD DOOR FLUSH SOLID BY MARSHFIELD

5-PLY, RED OAK (TBD), PLAIN SLICED VENEER

FINISH (2) COATS SATIN POLYURETHANE STAIN

STAINED TO MATCH (TBD)

FRAME TYPE F-1 (INTERIOR DOOR)

(16 GA GALV. LEVEL 2 MODERATE DUTY) HOLLOW METAL KNOCK-DOWN

MITERED (WELDED AND GROUND SMOOTH) DRYWALL TYPE FRAME

FINISH (PRIME + (2) COATS FINISH)

MFR. CECO DOOR PRODUCTS - SERIES SU OR STEELCRAFT SERIES F

DOOR TRIM TO HAVE MITER CUTS AT 45°

1. THE COMPLETE ASSEMBLY OF FIRE RATED DOORS & FRAMES, INCLUDING HARDWARE, DOORS

AND FRAMES, SHALL BE LISTED AS BEING IN COMPLIANCE WITH THE SPECIFIED RATING.

2. ALL NEW DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON

DOORS REQUIRED TO BE ACCESSIBLE SHALL BE CAPABLE OF OPERATION WITH THE USE OF

ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE

WRIST TO OPERATE PER SECTION 1008.1.9.2 MBC.

3. DOOR THRESHOLD SHALL NOT EXCEED ONE-HALF INCH (1/2") IN HEIGHT. THRESHOLDS

EXCEEDING ONE-QUARTER INCH (1/4") IN HEIGHT SHALL HAVE A 1:2 BEVEL.

4. ALL METAL DOOR FRAMES SHALL HAVE 3 RUBBER SILENCERS PER FRAME.

5. ALL KEYED DOORS ARE TO BE CORED AND KEYED WITH BEST COMPATIBLE CONSTRUCTION

CORES AND KEYS. THE (OWNER OR TENANT) WILL CORE AND KEY THE ENTRY DOORS WITH

THEIR PROPRIETARY CORES AND KEYS AFTER CONSTRUCTION AND PRIOR TO OCCUPANCY.

COORDINATE MASTERING REQUIREMENTS WITH THE (OWNER OR TENANT).

6. ALL DOORS SHALL HAVE COMMERCIAL GRADE HARDWARE WHICH COMPLIES WITH ALL

APPLICABLE BUILDING CODE AND ACCESSIBILITY REQUIREMENTS.

7. AT ALL MORTISE LOCK SETS - 1/4 TURN OF INTERIOR HANDLE RELEASES BOTH LOCK SET AND

DEADBOLT.

8. ALL DEADBOLTS SHALL BE AUTO RELEASE WITH 1/4 TURN OF HANDLE OR PUSH OF PADDLE.

9. ALL DOOR CLOSERS ARE TO BE SURFACE MOUNTED UNLESS NOTED OTHERWISE. ALL CLOSERS

TO HAVE INTEGRAL STOPS.

10. ALL FLUSHBOLTS ARE TO BE "AUTOMATIC" EXCEPT WHEN INDICATED AS BEING MANUAL BY

THE APPROPRIATE KEYED NOTE.

11. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM EGRESS SIDE AND SHALL NOT REQUIRE

A KEY OR SPECIAL KNOWLEDGE

12. ALL NEW DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE HARDWARE HEIGHT FROM 34

INCHES TO 48 INCHES PER SECTION 1008.1.9.1.

DOOR HARDWARE GENERAL NOTES

DOOR AND FRAME TYPE NOTES

CT-1,2,3

MKD

MKD 16

GB-1/PT-3

EPOXY FLOORING

EP-1

MANUFACTURER: SHERWIN WILLIAMS

FINISH: RESUFLOR DECO-FLAKE BC

COLOR: T.B.D.

PATTERN: T.B.D.

CT-2 (ACCENT)

CT-3 (ACCENT)

CT-1,2,3

CT-1,2,3

VERTICAL OUTSIDE CORNERS OF TILED WALLS ARE TO

HAVE BULLNOSE EDGING - SEE INTERIOR ELEVATIONS

FOR APPROX CT-1,2,3 PATTERN/LOCATIONS

NOTE:

FINAL ACCESSORIES SELECTIONS TO BE CONFIRMED BY OWNER.

BIDS & PERMITS03-26-25

RC235 CLASS ROOM EX VB-1

VB-1 AND PT-4 ON CLASS ROOM SIDE OF ADDITION

TO MATCH EXISTING (OR AS APPROVED BY OWNER)PT-4 - - EX

PT-4

MANUFACTURER: SHERWIN WILLIAMS

COLOR: T.B.D.

FINISH: T.B.D.

LOCATION: NEW WALLS ON CLASS ROOM SIDE

OF WOMEN'S TOILET ROOM ADDITION

ALTERNATE 01:

AS AN ALTERNATE PLEASE SUBMIT

COST REDUCTION FOR OMITTING

THE CERAMIC/PORCELAIN TILE AND

PAINTING THE EXISTING CMU WALLS

AND NEW CONSTRUCTION PER THE

FINISH SCHEDULE (2-3 COLORS)

PT-4

MANUFACTURER: AMERICA OLEAN

STYLE: COLOR STORY

SIZE: 4" x 12"

COLOR: 0082 WISDOM

LOCATION: WALLS

PATTERN: SEE INTERIOR ELEVATIONS

MANUFACTURER: AMERICA OLEAN

STYLE: COLOR STORY

SIZE: 4" x 12"

COLOR: 0075 LEMON ZEST

LOCATION: WALLS

PATTERN: SEE INTERIOR ELEVATIONS

CT-1,2,3 CT-1,2,3

CT-1,2,3CT-1,2,3 CT-1,2,3

GENERAL DEMOLITION NOTES:

1. THE BUILDER & HIS SUBCONTRACTORS SHALL VISIT THE EXISTING SITE AND SHALL

EXAMINE TO THEIR SATISFACTION ALL OF THE PHYSICAL CONDITIONS THAT

AFFECT THEIR CONTRACT PRICE, NOTING THE EXISTING SERVICE, LOCATION OF

EXISTING STRUCTURES AND EQUIPMENT (IF ANY), AS WELL AS AREAS AVAILABLE

FOR THE STORAGE OF MATERIAL. NO ADDITIONS TO THE CONTRACT PRICE SHALL

BE REQUESTED OR PERMITTED BY THE IGNORANCE OF ANY EXISTING CONDITIONS

OF THE SITE AND SURROUNDING AREA.

2. BUILDER SHALL LOCATE ALL EXISTING UTILITY LINES ON THE SITE AND RELOCATE

ALL ELECTRICAL EQUIPMENT DEVICES, CONDUIT, WIRING WORK, UNDERGROUND /

OVERHEAD UTILITIES, AND PLUMBING AS NECESSARY IN ORDER TO ACCOMPLISH

THE WORK OR DEMOLITION WITHIN THE CONSTRUCTION AREA OR ON THE SITE.

VERIFY EXACT REQUIREMENTS WITH EACH LOCAL UTILITY COMPANY BEFORE

STARTING WORK. CALL "MISS DIG" BEFORE STARTING CONSTRUCTION.

3. BUILDER SHALL COORDINATE WITH THE OWNER AND ALL SUB CONTRACTORS ON

ANY AND ALL NECESSARY TEMPORARY INTERRUPTIONS IN THE UTILITY

DISTRIBUTION SYSTEMS ON THE SITE OR WITHIN THE FACILITY UNDER

CONSTRUCTION. EVERY EFFORT SHALL BE MADE TO GIVE THE MAXIMUM

ADVANCE NOTICE IN ORDER TO PROVIDE A SATISFACTORY MEANS OF PROPER

SCHEDULING OF THE ACTIVITIES OF ALL CONCERNED.

4. IN PARTS WHERE ELECTRICAL OR MECHANICAL SYSTEMS CONFLICT OR

ALTERATIONS TO AN EXISTING SYSTEM IS REQUIRED BY THE GENERAL CONTRACT

WORK. NOTIFY AND COORDINATE ALL TRADES SO THAT THE PROPER

ARRANGEMENTS AND SCHEDULING CAN BE MADE FOR INSTALLATION, CUTTING,

REMOVING, TERMINATING, AND PATCHING OF SURROUNDING SYSTEMS AND

MATERIALS CAN BE PROPERLY COMPLETED.

5. BUILDER SHALL CHECK & VERIFY ALL CONDITIONS AT THE JOB SITE, REPORTING

ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH

THE WORK.

6. BUILDER SHALL PROVIDE ALL NECESSARY BARRICADES, TEMPORARY SUPPORT OR

PARTITIONS, DUST SHIELDS AND SCAFFOLDING AS NECESSARY, TO PROTECT ALL

EXISTING, COMPLETED, OR NEW CONSTRUCTION FROM DAMAGE OR VANDALISM.

7. BUILDER SHALL TAKE NECESSARY MEASURES TO REMOVE ALL DEBRIS LEGALLY

FROM THE SITE AND TO DIRECT ALL SUB TRADES TO KEEP THE SITE CLEAN AT ALL

TIMES.

8. BUILDER SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS

WORK FROM DAMAGE AND VANDALISM AND SHALL PROTECT THE OWNER OR

OTHER BUILDERS PROPERTY FROM INJURY, OR LOSS.

9. DO NOT SCALE DRAWINGS. USE ONLY THE DIMENSIONS PROVIDED ON THE PLANS.

IF OMISSIONS OR DISCREPANCIES EXIST, THE ENGINEER IS TO BE NOTIFIED

IMMEDIATELY. FAILURE TO DO SO BY ANY TRADE WILL RESULT IN THE COMPLETE

WAIVER OF ANY LIABILITY OF THE ENGINEER OR OWNER.

10. IF ANY INTERFERENCES OR VIOLATIONS APPEAR AND DEPARTURE FROM THE

DESIGN INTENT OF THE CONTRACT DOCUMENTS IS REQUIRED, THE BUILDER SHALL

NOTIFY THE ENGINEER BEFORE ENTERING INTO CONTRACT WITH THE OWNER.

FAILURE TO PROVIDE THE ENGINEER WITH AFOREMENTIONED NOTIFICATION WILL

RESULT IN THE BUILDER BEING HELD…