grosse pointe public school system - axiom · pdf file · 2016-01-19dead load deep...

18
GROSSE POINTE PUBLIC SCHOOL SYSTEM Mason Elementary School APPLICABLE CODES: MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2009 EDITION OCCUPANCY GROUP: E: EDUCATIONAL TYPE II (000) WITHOUT SPRINKLER COVERAGE CONSTRUCTION TYPE: TOTAL FLOOR AREA: (E) BUILDING FLOOR AREA: (GROSS FLOOR AREA) 39,781 SF LOCATION PLAN NOT TO SCALE Restroom Remodeling - Phase Two Grosse Pointe, MI 48230 313.432.3082 Contact: Mr. Richard VanGorder 389 St. Clair Avenue Grosse Pointe Public School System Grosse Pointe Woods, MI 48236 313.432.4405 Mason Elementary School 1640 Vernier ZONING DISTRICT: C.F. : COMMUNITY FACILITIES REMODELED FLOOR AREA: Contact: Mr. Robert Fradeneck, Building Engineer ARCHITECT: Manager of Buildings and Grounds Grosse Pointe Woods, MI 48236 MASON ELEMENTARY SCHOOL 1640 Vernier LIST OF DRAWINGS: PROJECT NO.: 9013 ARCHITECTURAL TTL TITLE SHEET A00 GENERAL INFORMATION A01 LOCATION PLAN A10 REMOVALS PLANS A20 FLOOR & DIMENSION PLANS A50 INTERIOR ELEVATIONS A60 REFLECTED CEILING PLAN 256 SF 254 SF (GROSS FLOOR AREA) 502 SF FIRST FLOOR GIRLS RESTROOM: TOTAL: A90 INTERIOR WALL SECTIONS A95 INTERIOR DETAILS Ehresman Associates, Inc. architects Ɣ engineers 803 West Big Beaver Road, Suite 350 Troy, Michigan 48084-4734 248.244.9710 248.244.9712 (f) email: [email protected] Ehresman Associates, Inc. architects Ɣ engineers 803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 Ɣ 248.244.9710 Ɣ (f) 248.244.9712 email: [email protected] Ehresman Associates, Inc. 2016 TTL Project No.: 9013 Scale as Noted Grosse Pointe Public School System Mason Elementary School Restroom Remodeling - Phase Two Title Sheet Bidding: 12 January 2016 FEDERAL ADA STANDARDS FOR ACCESSIBLE DESIGN CURRENT EDITION MICHIGAN BARRIER FREE DESIGN ACT MICHIGAN UNIFORM ENERGY CODE 2009 EDITION NATIONAL ELECTRIC CODE (WITH MICHIGAN PART 8 RULES) 2011 EDITION MICHIGAN PLUMBING CODE 2009 EDITION MICHIGAN MECHANICAL CODE 2009 EDITION LIFE SAFETY CODE 101 MICHIGAN SCHOOL FIRE SAFETY RULES 1999 EDITION A11 REMOVALS ELEVATIONS MECHANICAL AND ELECTRICAL ENGINEER: 5145 Livernois, Suite 100 Fax: 248-879-0007 Troy, Michigan 48098-3276 Tel: 248-879-5666 www.pbanet.com CONSULTING ENGINEERS Peter Basso Associates Inc ELECTRICAL MECHANICAL E01 ELECTRICAL STANDARDS AND DRAWING INDEX M01 MECHANICAL STANDARDS AND DRAWING INDEX M11 PARTIAL FIRST FLOOR MECHANICAL PLAN M61 MECHANICAL DETAILS AND SCHEDULES M81 TEMPERATURE CONTROLS STANDARDS AND GENERAL NOTES E02 ELECTRICAL STANDARD SCHEDULES E03 ELECTRICAL COMPOSITE PLAN E11 PARTIAL FIRST FLOOR ELECTRICAL PLANS FIRST FLOOR BOYS RESTROOM: FIXTURE COUNT NUMBER OF STUDENTS (MAXIMUM): 750 (BOTH FLOORS) 1/2 (375) = BOYS 1/2 (375) = GIRLS EDUCATIONAL BUILDING REQUIREMENTS (PER CODE) WATER CLOSETS 1/50 375/50 8 LAVATORIES 1/50 375/50 8 FIXTURES PROVIDED WATER CLOSETS 3 WASHFOUNTAIN (EQUALS 4 LAVS) 1 FIRST FLOOR - BOYS WATER CLOSETS 3 WASHFOUNTAIN (EQUALS 4 LAVS) 1 SECOND FLOOR - BOYS (EXISTING) URINALS 4 FIXTURES PROVIDED WATER CLOSETS WASHFOUNTAIN (EQUALS 4 LAVS) 1 FIRST FLOOR - GIRLS WATER CLOSETS 6 WASHFOUNTAIN (EQUALS 4 LAVS) 1 SECOND FLOOR - GIRLS - (EXISTING) 6 URINALS 4 BOYS: TOTAL WATER CLOSETS PROVIDED TOTAL LAVATORIES PROVIDED 8 14 GIRLS: TOTAL WATER CLOSETS PROVIDED TOTAL LAVATORIES PROVIDED 12 8 OCCUPANT LOAD: CLASSROOM NET AREABOTH FLOORS: 15000 SF OCCUPANT LOAD = 20 NET SQ FT CLASSROOM PER OCCUPANT = 15000/ 20: 750 I-94 Edsel Ford Freeway Vernier Road

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Page 1: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

GROSSE POINTE PUBLIC SCHOOL SYSTEMMason Elementary School

APPLICABLE CODES:MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS 2009 EDITION

OCCUPANCY GROUP:E: EDUCATIONAL

TYPE II (000) WITHOUT SPRINKLER COVERAGE

CONSTRUCTION TYPE:

TOTAL FLOOR AREA:(E) BUILDING FLOOR AREA: (GROSS FLOOR AREA) 39,781 SF

LOCATION PLANNOT TO SCALE

Restroom Remodeling - Phase Two

Grosse Pointe, MI 48230313.432.3082Contact: Mr. Richard VanGorder

389 St. Clair AvenueGrosse Pointe Public School System

Grosse Pointe Woods, MI 48236313.432.4405

Mason Elementary School1640 Vernier

ZONING DISTRICT:C.F. : COMMUNITY FACILITIES

REMODELED FLOOR AREA:

Contact: Mr. Robert Fradeneck, Building Engineer

ARCHITECT:

Manager of Buildings and Grounds

Grosse Pointe Woods, MI 48236

MASON ELEMENTARY SCHOOL1640 Vernier

LIST OF DRAWINGS:

PROJECT NO.: 9013

ARCHITECTURAL

TTL TITLE SHEET

A00 GENERAL INFORMATIONA01 LOCATION PLAN

A10 REMOVALS PLANS

A20 FLOOR & DIMENSION PLANS

A50 INTERIOR ELEVATIONS

A60 REFLECTED CEILING PLAN

256 SF254 SF

(GROSS FLOOR AREA) 502 SF

FIRST FLOOR GIRLS RESTROOM:

TOTAL:

A90 INTERIOR WALL SECTIONSA95 INTERIOR DETAILS

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350Troy, Michigan 48084-4734248.244.9710248.244.9712 (f)

email: [email protected]

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

TTLProject No.: 9013

Scale as Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Title Sheet

Bidding: 12 January 2016

FEDERAL ADA STANDARDS FOR ACCESSIBLE DESIGN CURRENT EDITIONMICHIGAN BARRIER FREE DESIGN ACT

MICHIGAN UNIFORM ENERGY CODE 2009 EDITIONNATIONAL ELECTRIC CODE (WITH MICHIGAN PART 8 RULES) 2011 EDITIONMICHIGAN PLUMBING CODE 2009 EDITIONMICHIGAN MECHANICAL CODE 2009 EDITION

LIFE SAFETY CODE 101MICHIGAN SCHOOL FIRE SAFETY RULES 1999 EDITION

A11 REMOVALS ELEVATIONS

MECHANICAL ANDELECTRICAL ENGINEER:

5145 Livernois, Suite 100

Fax: 248-879-0007

Troy, Michigan 48098-3276Tel: 248-879-5666

www.pbanet.com

CONSULTING ENGINEERSPeter Basso Associates Inc

ELECTRICAL

MECHANICAL

E01 ELECTRICAL STANDARDS AND DRAWING INDEX

M01 MECHANICAL STANDARDS AND DRAWING INDEXM11 PARTIAL FIRST FLOOR MECHANICAL PLANM61 MECHANICAL DETAILS AND SCHEDULESM81 TEMPERATURE CONTROLS STANDARDS AND GENERAL NOTES

E02 ELECTRICAL STANDARD SCHEDULESE03 ELECTRICAL COMPOSITE PLANE11 PARTIAL FIRST FLOOR ELECTRICAL PLANS

FIRST FLOOR BOYS RESTROOM:

FIXTURE COUNTNUMBER OF STUDENTS (MAXIMUM): 750 (BOTH FLOORS)

1/2 (375) = BOYS 1/2 (375) = GIRLS

EDUCATIONAL BUILDING REQUIREMENTS (PER CODE)

WATER CLOSETS 1/50 375/50 8

LAVATORIES 1/50 375/50 8

FIXTURES PROVIDED

WATER CLOSETS 3

WASHFOUNTAIN (EQUALS 4 LAVS) 1

FIRST FLOOR - BOYS

WATER CLOSETS 3

WASHFOUNTAIN (EQUALS 4 LAVS) 1

SECOND FLOOR - BOYS (EXISTING)

URINALS 4

FIXTURES PROVIDED

WATER CLOSETS

WASHFOUNTAIN (EQUALS 4 LAVS) 1

FIRST FLOOR - GIRLS

WATER CLOSETS 6

WASHFOUNTAIN (EQUALS 4 LAVS) 1

SECOND FLOOR - GIRLS - (EXISTING)

6

URINALS 4

BOYS: TOTAL WATER CLOSETS PROVIDED

TOTAL LAVATORIES PROVIDED 8

14

GIRLS: TOTAL WATER CLOSETS PROVIDED

TOTAL LAVATORIES PROVIDED

12

8

OCCUPANT LOAD:CLASSROOM NET AREABOTH FLOORS: 15000 SF

OCCUPANT LOAD = 20 NET SQ FT CLASSROOMPER OCCUPANT = 15000/ 20: 750

I-94

Edse

l For

d Fr

eew

ay

Vernier Road

Page 2: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

LINE OF WALL

8"CLEAR

MIN

1'-6"MIN

2'-3

"

17"-19"(MIN-MAX)(DIM. TO TOP OF SEAT)

VARIES

CHALKBOARD

TACKBOARD

(B.F./STANDARD HT)(BELOW)

DUPLEX OUTLET

(ABOVE)

FIRE ALARMPULL BOX

1'-6

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OT.

OF

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TLE

T

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IN

HOOKS

(B.F. DENOTES BARRIER FREE REQUIREMENTS)UNLESS OTHERWISE NOTED OR DIMENSIONED ON DRAWINGS FOR SPECIFIC CONDITIONSNOTE: MOUNTING HEIGHTS SHOWN ARE PROPOSED FOR ALL ACCESSORIES AND FIXTURES REQUIRED

TYPICAL MOUNTING HEIGHTS

MISCELLANEOUS ACCESSORIES, TOILET ACCESSORIES AND FIXTURES

SOAPDISPENSER

GLAZED HARD TILEG.H.T.CHWS CHILLED WATER SUPPLY

HOT WATER HEATER

KNOCK OUT PANELKNOCK DOWN

KIP (1000#)

KILOVOLT AMPHERE

KICKPLATE

JUNCTION BOX

JANITOR CLOSET

INVERT ELEVATION

INTERMEDIATE

INSULATE/INSULATIONINSTALL/INSTALLATIONINFORMATIONINDIRECT WASTEINCLUDE/INCLUDINGINCH/INCHESINCANDESCENTINSIDE DIMENSION

HOT WATER SUPPLYHOT WATER RETURN

HOT WATER

HORSEPOWERHORIZONTAL

HOLLOW METALHOLLOW CORE

HIGH VOLTAGEHIGH STRENGTHHIGH PRESSUREHIGH POINTHIGH INTENSITY DISCHARGE

HEATING HOT WATER SUPPLYHEATING HOT WATER RETURNHEATING, VENTILATING & AIR CONDITIONINGHEATING AND VENTILATING

HARDWOODHARDWARE

HANDICAPPED

GYPSUM BOARD

GROUND FAULT INTERRUPTOR

GREASE TRAP

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DRAIN TILE CONNECTORD.T.

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DIVIDER/DIVISIONDISTRIBUTION PANEL

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DEAD LOAD

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DAMPER

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INVERT

H.W.H.

HYD.

HWSHWR

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HP

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HK

HYDRANTHOUR

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CONCRETE MASONRY UNIT

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CONFERENCE

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CIR.BRK.CL

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COLD WATER SUPPLY

COMPRESSED AIRCONCRETE

COLD WATER RETURN

COMPANY

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CLASSROOMCLEAN OUT

COLD WATER

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IN2'

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RM

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RUBBER BASE

REVOLUTIONS PER MINUTE

REINFORCE/REINFORCEMENT

ROAD

ROUGH OPENING

ROOF TOP UNITROOF SUMPROOF DRAIN

ROOM

ROOF

RIGHT OF WAYRIGHT HAND

REVISED/REVISIONRETURN AIRREQUIRED

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1'-6" 22"212"

MAX

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17"

& GRAB BARS

PLUMBINGFIXTURES LAVATORY

Y.S.Y.P.

W.P.

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W.M.W.O.W.B.

W.W.F.WT.

W.H.W.C.

W.F.W.V.W.H.W.C.O.WAINS.

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Q

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QUARTER ROUND

QUARRY TILEQUARTER

QUANTITY

PRESSURE REDUCING VALVE

PROJECT/PROJECTION

PUSH BUTTONPURSE SHELFPUBLIC ADDRESSPROPERTY LINEPROPERTY/PROPOSED

PRESSURE GAUGEPRESSURE TREATEDPREFINISHEDPREFABRICATED

PRIMARY

Z

ZC

P.LAM.

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PSFPLFPOR.

PSI

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P.T.D.PNL

PTDPR

P

PLASTIC LAMINATE

POUNDS PER CUBIC FOOTPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUNDS PER LINEAR FOOT

PORCELAIN ENAMEL

POWER PANEL

POROUS

PORCELAINPOLYVINYLCHLORIDEPOLISH/POLISHEDPOINTPLYWOODPLUMBINGPLATE

X

YD

Y

WD

W/

PAPER TOWEL DISPENSERPARKING

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W.W

WP

W.

YEAR

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WATER CLOSET

LINE OF WALL

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OR STALLLINE OF WALL

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WORKING POINT

WIRE MESH

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WIDE/WIDTH

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WASH FOUNTAIN

WALL HYDRANTWALL CLEAN OUT

WALL BASE

WEST

WEIGHT

WALL VENT

WASTE

WAINSCOT

4'-0

"M

AXI

MU

M

15" A.F.F. MINIMUM

ITEMS

SENIOR HOUSING24" A.F.F. @

ELECTRICAL

SWITCHLIGHT

48" A.F.F. MAXIMUM

FIELD VERIFY

EXISTING CONDITIONS UNKNOWN (VERIFY)

GUARD RAIL

GLASS/GLAZING

GATE VALVE AND BOX

GALVANIZED

FOUNDATION

FLUORESCENTFLOOR FINISHFLOOR DRAINFLOOR CLEAN OUT

FLEXIBLE CONNECTION

FIRE EXTINGUISHER CABINETFIRE EXTINGUISHERFIRE DAMPERFIRE ALARMFINISHED FLOORFINISH/FINISHED

FEET PER MINUTEFEET OR FOOT

FACTORY FINISHFABRICATED

EXTRUDEDEXTRA HEAVY

EXTENSION

EXPANSION JOINTEXPANSIONEXISTING TO REMAIN

EXHAUST FAN

EXCAVATED

ESCALATOREQUIVALENTEQUIPMENT

ETHYLENE PROPYLENE DIENE MONOMER

ENTRANCE

ENCLOSUREEMERGENCY

ELEVATIONELECTRICALLY OPERATEDELECTRIC WATER PANELELECTRICAL PANELELECTRICAL CONTRACTORELECTRICAL CABINETELECTRIC/ELECTRICALELASTOMERICEXTERIOR INSULATION FINISH SYSTEM

EACH FACE

ESTIMATEEST.ASPH. ASPHALT

F.D.BOOK SHELVESBK. SH.

CHILLED WATER RETURN

CAR. CARPET

CTR

CER.

CHAN. ORC.BD.C.T.

CHWR

LC

C.I.

CEM.

CLG.CLG. HT.

C.B.

CEM. PLAS.CENTERCENTERLINE

CERAMIC TILECHALKBOARDCHANNEL

CERAMIC

CAST IRONCATCH BASIN

CEILING HEIGHT

CEMENT PLASTER

CEILING

CEMENT

BLDG.

CAB.CAP.

BUZZ.B.U.R.

C

BRKTBTU

BLVD.BDRY

BOT. EL.BOT.

BUILDINGBUILT UP ROOFING

CABINETCAPACITY

BUZZER

BOUNDARY

BRITISH THERMAL UNIT

BOULEVARDBOTTOM ELEVATION

BRACKET

BOTTOM

FURNISHFURN.

G.R.

GL.GEN'L

G.V.&B.GSKT

GALV.GA.

FUT.FURR.

G

G

GAUGE

GENERAL

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FRZRFRMG

FDNFTGFLUOR.FLR.FIN.F.D.F.C.O.FLRF.C.FLASH.F.E.C.F.E.

FR

FREEZERFRAMINGFRAME

FOOTING

FLOOR

FLASHING

BASE BOARD RADIATION

BACK FLOW PREVENTOR

BASE PLATEB.PL

BEV.BIT.

BLK

BLRBDBLKG

B.I.

BM

BETW.

B/C

B.M.BRG

BSMT.

BT

BEVELBITUMINOUS

BLOCKING

BLACK IRONBLOCK

BOARDBOILER

BASEMENT

BENCHMARK

BACK OF CURBBEARING

BETWEENBENT

BEAM

B

B/B

B.D.D.

B.B.R.B.F.

B.F.P.

AVG.AUX.AUTO.

ASSY.@

BACK TO BACK

BACK DRAFT DAMPERBARRIER FREE

AUTOMATIC

ASSEMBLY

AUXILIARYAVERAGE

AT

F.V.

F.A.FIN.FLR/F.F.FIN.FIG.

FPMFT OR 'FAS.F.FIN.FAB

FN

F

FIGURE

FENCE

FASTENER

E.C.U.

EXTR.E.H.EXT.EXT'NEXP'DE.J.EXP.ETR

E.F.EXH.EXC.

(E)

EXTERIOR

EXPOSED

EXISTING

EXHAUST

ABBREVIATIONS

AUTOMATIC TELLER MACHINEARCHITECT/ARCHITECTURAL

AIR COOLED CONDENSING UNITAIR CONDITIONING COMPRESSOR

ACOUSTICAL CEILING TILE

A.C.C.

ANG./L OR

A.T.M.ARCH.APPROX.APPR.APT.ANOD.

A.B.ANCH.ALUM./AL.ALT.

A.H.U.A.C.C.U.

&ANGLE

APPROXIMATEAPPROVEDAPARTMENTANODIZED

ANCHOR BOLT

ALUMINIUMALTERNATE

AIR HANDLING UNIT

AND

ANCHOR

ACC.

A/CADJ.ADDN.ADD.ACTACC. PNL

A.F.F.ABV.

A

ACCESS

AIR CONDITIONINGADJACENT

ADDENDUM

ACCESS PANEL

ADDITION

ABOVE FINISH FLOORABOVE

E.P.

ESC.EQUIV.EQUIP.EQ.EPDMEP.ENTR.ENGR.ENCL.EMERG.ELEV.EL.ELEC. OPER.E.W.C.

EQUAL

EPOXY

ELEVATOR

ENGINEER

E.C.ELEC. CAB.ELEC.ELAST.E.I.F.S.

E.W.E.F.

E

E

EA

EACH WAYEAST

EACH

STREETST.LVR LOUVER

6'-0

"

V.M.

VOL.

V.R.S.VCTVEST.VERT.

V.I.F.VTR

VNR.VARN.VAR.

U.N.O.U.V.U.H.UNFIN.

U.G.U.C.

TYP.T.D.

TRFR.

T & BT & GTHRU

TERR.TEMP.

TEL.TECH.T.BD.

SYS.SYM.SWGRSWBDSUSP.STRUCT.

MICHIGAN DEPARTMENT OF TRANSPORTATIONMDOT

O

OPP.

O.F.OHDO.A.O.D.O.A.OZ.ORN.

OPER.OPG.OPQ.O.C.OBS.

NRC

NO. OR #N.T.S.N.I.C.

NOM.N

MTGMTDMISC.MIN.

N

V.

OPPOSITE

OVERFLOWOVERHEAD

OUTSIDE DIAMETEROUTSIDE AIR

ORNAMENTAL

OVERALL

OUNCE

ON CENTEROPAQUE

OPERATOROPENING

OBSCURE

V

W

VIT.

VS.

NOISE REDUCTION COEFFICIENT

NOT TO SCALENOT IN CONTRACT

NUMBER

NORTHNOMINAL

MISCELLANEOUS

MEETINGMOUNTED

MINIMUM

V

UR.

UL

MFR.

MET.

MEZZ.M.T.M.L.&PLAS.M.L.M.E.M.D.S.

MEMB.MED.MECH.MAX.M.O.MAR.

M

M.H.MAINT.M.S.B.M.D.P.M.A.U.MACH.

LBS. OR #L.PR.L.P.L.O.

MANUFACTURER

METAL

MEZZANINEMARBLE THRESHOLDMETAL LATH & PLASTERMETAL LATHMETAL EDGEMETAL DIVIDER STRIP

MEMBRANE

MECHANICAL

MASONRY OPENINGMAXIMUM

MEDIUM

MARBLE

T/G

U

T

T/FT/C

T.

MAIN DISTRIBUTION PANEL

MAINTENANCEMAIN SWITCH BOARD

MAKE UP AIR UNIT

MANHOLE

MACHINE

LOW PRESSURELOW POINTLOUVER OPENING

POUNDS

TV

T

4'-0

"TO

CO

IN S

LOT

15" A.F.F. MINIMUM

VENT

VERIFY WITH MANUFACTURER

VINYL REDUCER STRIPVINYL COMPOSITION TILE

VERTICAL/VERTICALLY

VERIFY IN FIELDVENT THRU ROOF

VOLTSVOLUMEVITREOUS

VESTIBULE

VERSUS

UNLESS NOTED OTHERWISEUNIT VENTILATORUNIT HEATERUNFINISHEDUNDERWRITER'S LABORATORYUNDER GROUND

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7'-0

"

ITEMSGENERAL

VAR

IES

BY

GR

AD

ELE

VEL

OR

ITEMSGENERAL

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TELEPHONEPAY

TEMPORARY

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TRANSFORMERTOP OF GUTTERTOP OF FOOTINGTOP OF CURBTOP & BOTTOMTONGUE & GROOVE

THERMOSTAT

TYPICAL

TREAD

THROUGH

TERRAZZO

TELEVISIONTELEPHONE

TACKBOARD

SWITCHGEARSWITCHBOARDSUSPEND/SUSPENDEDSTRUCTURAL

TECHNICAL

SYSTEMSYMBOL

ROD

48" A.F.F. MAXIMUM

ACCESORIESTOILET

48" A.F.F. MAXIMUM

15" A.F.F. MINIMUM

5'-4

"

CURTAINSHOWER

STORSTLSTMSTDS.S.S.F.

SPEC.SPKR

STCS.C.S.D.SIM.SHWRSHTSERV.SECSTG.SCHED.S.N.R.S.N.D.SAN.

L.H.

L.F.

L.L.V.L.L.H.

LOC.L.L.LIQ.

LG

LTLLMSL.P.LTG

LEV.LGTH

LT.

LAD.

LAV.LDRYLGELDGLAM.L.B.

LAB.LBL.

L

LEFT HAND

LINEAR FOOT/FEET

LONG LEG VERTICALLONG LEG HORIZONTAL

LOCATIONLONG

LIVE LOADLIQUID

LIMESTONELIGHTING PANELLIGHTING

LINTEL

LIGHTLEVELLENGTH

SQ.

SSP

LADDER

LAMINATE/LAMINATED

LARGE

LAVATORYLAUNDRY

LANDING

LAG BOLT

LABORATORYLABEL

S

SIMILAR

STAINLESS STEELSQUARE FEET

SPECIFICATIONS

SOUND TRANSMISSION CLASSSOLID CORESOAP DISPENSER

SQUARE

STANDARD

STORAGESTEELSTEAM

SOUTH

SPEAKERSPACE

SANITARY NAPKIN RECEPTACLESANITARY NAPKIN DISPENSER

SERVICE

SHOWERSHEET

SECTIONSEATINGSCHEDULE

SANITARY

3'-4

"

ACCESORIESTOILET

15" A.F.F. MINIMUM

SOAPDISH

48" A.F.F. MAXIMUM

SHEET IDENTIFICATION NUMBER

B.F. CONTROLS ARE

OR ADJUSTABLE SPRAYHOSE WITH HAND HELD

2'-5

"M

IN2'

-10"

MA

X

1'-3"MIN3'

-0"

39"-4

1"

3'-8

"B

.F. M

AX

2'-5

"M

IN2'

-10"

MA

X

T.P. BELOW GB

WASH FOUNTAINWASH FOUNTAINWALL MOUNTED

2'-1

0"

VANITY URINAL

2'-1

0"

WALL MOUNTED

7"-9" TYPICALFROM LIP OFW.C. TO T.P.

1'-5

"M

IN

TO BE MOUNTED 33" OR 36" A.F.F. TO CNEAR SINKS IN B.F. TOILET ROOMSNOTE: ANY ELECTRICAL OUTLET

2'-6"B.F. MIN1'-6"

OBSTRUCTION

L

LINE OF

18"

MIN

.

LINE OF WALL

MOP STRIPAND SHELF

6'-0

"

PLAQUE

5'-0

"

SIGNAGE

6'-8

"

URINAL SCREEN

OR PARTITIONLINE OF WALL

1'-5" (B.F. MIN)1'-7" (B.F. MAX)

FOLDEDPOSITION

SHOWER SEATTOILET PAPER

3" MAX

LINE OF WALL

HOLDER

1'-6" 1'-6"

1'-5" (B.F. MIN)4'-0" (B.F. MAX)

BARRIER FREE BARRIER FREEMEDICINE CABINET

3'-6"MIN

39"-41"

6"GRAB BAR

3'-8

" (M

AX)

TO S

HE

LFIN

CA

BIN

ET

BARRIER FREE MEDICINE CABINET

1'-6

"

LIGHT SWITCHOUTLET WITH

ELECTRIC DUPLEX,TELEPHONE, OR T.V.

3'-6

"(M

AXI

MU

M)

THERMOSTAT

BUTTONS

ELEVATORPUSH

CONTROLS

CL

7'-4

"(O

R A

S N

OTE

D)

7'-4

"(O

R A

S N

OTE

D)

CLOCKSPEAKER

WALL

1'-3"MAX

6'-0

"

6'-4

" (S

TAN

DA

RD

)

@ B.F. BATHTUBOFFSET VALVES

LINE OF WALL

3'-4

"(S

TAN

DA

RD

)

SHOWER HEADAND VALVESURINALURINAL

GRAB BAR

LINE OF WALLOR PARTITION

3'-0"MIN6"

BARRIER FREE

3'-8

" (M

AX)

1'-5

"B

.F.

MA

X

2'-0

"4'-3

" (M

AX)

STANDARDHAND HELD

ELECTRICAL OUTLET

SHOWER HEADAND CONTROLS

(SEE NOTE BELOW)

BARRIER FREE

4'-0

"M

AX

3'-2

"M

IN

5"

WALL C.O.

THIS AREAMOUNTED WITHIN

4'-0

" MA

XIM

UM

TO M

AIN

SW

ITC

H

6'-8

"

ELECTRICOR PANEL PANEL

B.F. ELECTRIC

LINE OF WALL

UNIT ON BAR

5'-0" MIN. LENGTH

DOOR IDENTIFICATIONROOM NAME AND NUMBER

OR NUMBER FOR EXISTING CONSTRUCTIONCOLUMN IDENTIFICATION LETTER

OR NUMBER FOR NEW CONSTRUCTIONCOLUMN IDENTIFICATION LETTER

COLUMN INDICATIONLINE OFWALL BASE

C.O. COVER

NAME100

ROOM

NORTH INDICATION

TO REMAIN

DOOR SWING INDICATIONEXISTING DOOR

SHEET IDENTIFICATION NUMBER(SHEET NUMBER WHERE SECTION IS DRAWN)

SHEET IDENTIFICATION NUMBER

(SHEET NUMBER WHERE SECTION IS DRAWN)

DOOR INDICATION

NEW DOORDOOR SWING INDICATION

MATCH LINE INDICATION

ZONE "A"

ZONE "B"

BE REMOVEDEXISTING DOOR TODOOR SWING INDICATION

ZONE "A"

ZONE "B"

1'-11"AT BOTTOM OFSTAIRS ONLY

1'-0" TYPICALHANDRAILEXTENSION

6'-0

" ME

N/5

'-4" W

OM

EN

4'-1

0" C

HIL

DR

EN

(12-

15)

5'-3

" CH

ILD

RE

N (1

5-18

)4'

-0" B

AR

RIE

R F

RE

E

CABINETFIRE VALVE

DISPENSER

5'-0

"

4'-0

"B

.F. H

AN

DLE

HE

IGH

T

3'-3

"M

INIM

UM

2'-3

"M

IN

2'-3

"M

IN3'-0

"M

AXI

MU

M

SIZE AS NOTED

2'-1

0"B

.F. M

AX.

BACKSPLASH

SHELVING

2'-0

"

4'-6

" (S

TD)

4'-0

" (B

.F.)

3'-0

"S

TAN

DA

RD

1'-6

"

TELEPHONE

APPROACH)(B.F. FRONT

OR EMERGENCYWALL MOUNTED

(B.F. FRONTAPPROACH)

TELEPHONESHELF

FOUNTAIN

E.W.C. ORDRINKING

DOOR HARDWARE

3'-0

" KNOB ORLEVER (B.F.)

HARDWARELC

FIRE EXTINGUISHER

DRINKINGFOUNTAIN

HIGH-LOWE.W.C. OR CABINET

SHELF

(BELOW)WALL SLOT

HIG

H-L

OW

FO

UN

TAIN

HIG

H O

RIF

ICE

HT.

FOU

NTA

INO

R S

ING

LE B

.F.

HIG

H-L

OW

FO

UN

TAIN

LOW

OR

IFIC

E H

T.

3'-8

"

(ABOVE)SHELF

3'-8

"

BAR ANDTOWEL TOWEL

BARHOOKSPURSE

SHELF

BARRIER

3'-8

"

3'-8

"

B.F. SHELFOR FREE DISPENSER

CUP

4'-6

"M

AXI

MU

M

7'-0

" STA

ND

AR

D4'

-6" M

AXI

MU

M B

.F.

5'-0

"

5'-0

"

FIRE EXTINGUISHERAND WALL BRACKETRACK OR VALVE

FIRE HOSEAND HAT SHELFCABINET

WALL

1'-0

"

(ABOVE)

(BELOW)BOOT RACK

COAT ROD

DRYERHAIR

DRYERHAND

TISSUEFACIAL HANDRAIL

2'-1

0"

END OF RAMPLINE OF RISER OR

WASTERECEPTACLE

DISPENSER

3'-4

"

3'-8

"

3'-4

"

DISPENSER

SANITARY

RECEPTACLENAPKIN

SEATSANITARYNAPKIN COVER

3'-8

"5'-4

"

AND WASTEDISPENSER

RECEPTACLE

DISPENSER

UNITMULTIPURPOSE

OR

TOWEL

8"MIN

TOWEL

MIRROR SIZE AS SPECIFIED OR NOTED

3'-2

"B

.F. M

AX

6'-0

"B

.F. M

IN

FULL LENGTH

BARRIER FREEMIRROR

MIRROR AND

1'-6

"B

.F.

MA

X

MIRROR AND

TILTED MIRROR

LC

SHELF OR

MIRROR,

LAV

1'-8"B.F.MIN

4'-0

"B

.F. M

AX

2'-1

0"B

.F. M

AX

2'-5

"B

.F. M

IN

3'-2

"B

.F. M

AX

VANITY COUNTERMIRROR AND

CHANGINGSTATION

BABY

VARIES

INDICATES DIRECTION OF VIEW

SECTION IDENTIFICATION NUMBER

(NUMBER ON SHEET WHERE DRAWN OR REFERENCED)ELEVATION IDENTIFICATION NUMBER

A201

1/4"=1'-0"Elevation Title

SHEET IDENTIFICATION NUMBER(SHEET NUMBER WHERE ELEVATION IS DRAWN)

(SHEET NUMBER WHERE SECTION IS DRAWN)SHEET IDENTIFICATION NUMBER

ELEVATION INDICATION

ELEVATION IDENTIFICATION

SECTION IDENTIFICATION NUMBER

SECTION LOCATION INDICATION

SECTION IDENTIFICATION NUMBER(NUMBER ON SHEET WHERE DRAWN OR REFERENCED)

SHEET IDENTIFICATION NUMBER(SHEET NUMBER WHERE SECTION IS DRAWN)

A201

1/4"=1'-0"Section Title

DETAIL IDENTIFICATION NUMBER

(SHEET NUMBER WHERE ENLARGED PLAN IS DRAWN)SHEET IDENTIFICATION NUMBER

SECTION IDENTIFICATION

1

REFERENCE SYMBOLS

DETAIL LOCATION INDICATION FOR ENLARGED PLANS

SHEET IDENTIFICATION NUMBER(SHEET NUMBER WHERE DETAIL IS DRAWN)

DETAIL IDENTIFICATION NUMBER

SHEET IDENTIFICATION NUMBER(SHEET NUMBER WHERE DETAIL IS DRAWN)

(NUMBER ON SHEET WHERE DRAWN OR REFERENCED)DETAIL IDENTIFICATION NUMBER

A201

1/4"=1'-0"Detail Title

DETAIL LOCATION INDICATION

1 WALL SECTIONS

DETAIL IDENTIFICATION

1 PLAN SECTIONS

45" M

EN

43" W

OM

EN

41" T

EE

NA

GE

R35

" YO

UN

GC

HIL

D37

" BA

RR

IER

FRE

E

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A00Project No. 9013

Scale as Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

General Information

Bidding: 12 January 2016

AL ALIGN

Page 3: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

A011

1/16"=1'-0"First Floor Plan

A012

1/16"=1'-0"Second Floor Plan

BY BUILDING (FIRST AND SECOND FLOOR)

FIRST FLOOR

LOCATION WATER URINALS LAVATORIES WASH

EXISTING FIXTURE COUNT

BOYS 3 7 3

CLOSETS FOUNTAINS

GIRLS 7 3

LEGEND:

SHADED AREA REPRESENTS THE RESTROOMS TO BE REMODELED

DES.

B1

G1 0

0

SECOND FLOOR

BOYS 3 4 0

GIRLS 6 0

B2

G2 1

1

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A01Project No. 9013

Scale: 1/16"=1'-0"

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Location Plan

Bidding: 12 Janaury 2016

G1

B1

G2

B2

Page 4: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A10Project No. 9013

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

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Removals Plans

Bidding: 12 January 2016

A101

1/4"=1'-0"First Floor Plan

A102

1/4"=1'-0"First Floor Reflected Ceiling Plan

REMOVAL NOTES: R1.

(REMOVE THE FOLLOWING ITEMS)

R2.

R3.

R4.

GENERAL REMOVAL NOTES:G1.

G2.

G3.

G4.

G5.

G6.

EXISTING ITEMS TO REMAIN:E1.

E2.

DISPOSE OF ALL ITEMS REMOVED OFF SITE PER LOCAL BUILDING AND SAFETYORDINANCES. ANY ITEM REQUESTED BY GPPSS TO BE SALVAGED SHALL BERETURNED TO OWNER.

ALL AREAS DISTURBED OR DAMAGED BY CONSTRUCTION OPERATIONS SHALL BEPATCHED, REPAIRED AND FINISHED BACK TO EXISTING CONDITION.

DO NOT DISTURB EXISTING UTILITIES TO REMAIN. USE EVERY PRECAUTION TOENSURE SAFE REMOVAL WORK. INSPECT EXISTING WORK FOR POSSIBLEUNUSUAL CONDITIONS.

COORDINATE ALL REMOVAL WORK (ARCHITECTURAL REMOVAL WORK,ELECTRICAL REMOVAL WORK, MECHANICAL REMOVAL WORK, ETC.)

FIRE ALARMS, STROBES, CALL BELLS, PA SYSTEM, ELECTRICAL CIRCUIT BOX,SWITCHES, OUTLETS, WIREMOLD (NOT ASSOCIATED WITH WORK TO BEREMOVED), EMERGENCY LIGHTS WITH BATTERY BACKUP, EXIT LIGHTS, ETC. TOREMAIN IN WORKING ORDER AT ALL TIMES.

CONTRACTOR TO COORDINATE TIMING OF REMOVAL WORK THAT AFFECTSSCHOOL OPERATIONS SO AS TO NOT CAUSE DISRUPTION TO NORMALOPERATIONS.

WALL MOUNTED LAVATORY. REFER TO MECHANICAL DRAWINGS FOR FURTHERINFORMATION.

R6. TERRAZZO FLOORING AND COVED BASE. REMOVE AS REQUIRED TO PROVIDE NEWEPOXY TERRAZZO FINISH AND REPAIR OVERLAY. REFER TO DETAILS ANDSPECIFICATIONS. **INTENT IS NOT TO REMOVE THE FLOOR IN ITS ENTIRETY, ONLYAS NEEDED AT HIGH SPOTS, FLOOR DRAIN, PENETRATIONS EPOXY FINISH, ETC.EXISTING COVE BASE IS INTENDED TO BE REMOVED COMPLETELY.

R5. MARBLE THRESHOLD

G7. CONTRACTOR TO FIELD VERIFY EXISTING FLOOR SUBSTRATE PRIOR TO STARTINGTHE WORK TO ASSURE THAT IT IS AN ACCEPTABLE SURFACE FOR FINISHAPPLICATION.

G8. CONTRACTOR TO FIELD VERIFY EXISTING WALL SUBSTRATE PRIOR TO STARTINGTHE WORK TO ASSURE THAT IT IS AN ACCEPTABLE SURFACE FOR FINISHAPPLICATION.

WOOD DOOR, WOOD FRAME AND HARDWARE.

R7.

R8. MARBLE PARTITION AND TERRAZZO BASE

R9.

R10.

R11.

R12.

R13.

GLASS BLOCK WINDOW

FLOOR DRAIN - REFER TO MECHANICAL FOR FURTHER INFORMATION

PLASTIC TOILET PARTITION DOOR AND ACCESSORIES.

R14.

RADIATOR AND PIPING - REFER TO MECHANICAL FOR FURTHER INFORMATION

R15.

RECESSED LIGHT FIXTURE - SALVAGE AND RETURN TO OWNER - REFER TOELECTRICAL FOR FURTHER INFORMATION

R16.

WALL MOUNTED SERVICE SINK. REFER TO MECHANICAL FOR FURTHERINFORMATION.

R17.

G9. PROJECT INTENT IS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, ETC. TO BECONCEALED IN WALLS.

G10. THE RESTROOM WALLS AND CEILING MUST BE PATCHED/REPAIRED BACK TO ASUITABLE 1-HOUR RATING WHEN CONSTRUCTION IS COMPLETE.

G11. CEILING REMOVALS SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS TO BEDETERMINED BY CONTRACTOR'S MEANS AND METHODS FOR ALL WORK(ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.)

FLOOR MOUNTED WATER CLOSET. REFER TO MECHANICAL FOR FURTHERINFORMATION.

FLOOR MOUNTED URINAL. REFER TO MECHANICAL FOR FURTHER INFORMATION.

MARBLE WINDOW SILL

MARBLE WALL PANEL AND TOP TRIM PIECE. TO BE REMOVED BY ENVIRONMENTALCONTRACTOR, DISPOSAL BY G.C.

G12. ALL WALLS ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE

ELECTRIC HAND DRYER

GRAB BAR

R18.

WOOD DOOR TRIM - TO BE TO BE REWORKED AFTER NEW WALL TILE IS INSTALLED.

WALL, COMPLETELY (CLAY TILE, MARBLE WALL PANEL, PLASTER, ETC.)

SUSPENDED CEILING TILES AND METAL GRID - SALVAGE AND RETURN TILES BACKTO OWNER.

R19.

CONTRACTOR COORDINATION:**IMPORTANT CONTRACTOR COORDINATION WILL BE REQUIRED BETWEEN GENERALCONTRACTOR AND ENVIRONMENTAL CONTRACTOR. REFER TO PROJECT MANUAL FORFURTHER INFORMATION AND MATERIALS SURVEYS.

C1. GENERAL CONTRACTOR TO REMOVE ALL FIRST FLOOR TOILET PARTITIONS,FIXTURES, ACCESSORIES, ETC. PRIOR TO ENVIRONMENTAL CONTRACTORCOMMENCEMENT.

C2.

ENVIRONMENTAL CONTRACTOR TO REMOVE WALL PLASTER (+/- 4' OF WALL ABOVEMARBLE)

C3.

ENVIRONMENTAL CONTRACTOR TO REMOVE MARBLE WALL PANELS AND SET ASIDEFOR DISPOSAL BY GENERAL CONTRACTOR.

C4.

ENVIRONMENTAL CONTRACTOR TO PROTECT FLOOR WITH PLYWOOD

C5. ENVIRONMENTAL CONTRACTOR TO REMOVE ITEMS NOTED IN SURVEY AS HAVINGLEAD CONTAINING PAINT (I.E. VENTS, RADIATOR, ETC.)

GARAGEMAINT.

STORAGEMAINT.

RESTROOMBOYS

RESTROOMGIRLS

STORAGETABLE

OFFICE

ENTRY

STAIR

(7)

R1

SE

E N

OTE

R7

SE

E N

OTE

R7

WALL SHEATHING AS NEEDED TO INSTALL NEW WALL AS SHOWN ON DRAWING A20

GARAGEMAINT.

STORAGEMAINT.

RESTROOMGIRLS

STORAGETABLE

OFFICE

ENTRY

STAIR RESTROOMBOYS

E3. WALL

TYP.

TYP.

TYP.

TYP.

A11

A11

A11

A11

A11

A11

A11

A11

Page 5: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A11Project No. 9013

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

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Removals Elevations

Bidding: 12 January 2016

REMOVAL NOTES: R1.

(REMOVE THE FOLLOWING ITEMS)

R2.

R3.

R4.

GENERAL REMOVAL NOTES:G1.

G2.

G3.

G4.

G5.

G6.

EXISTING ITEMS TO REMAIN:E1.

E2.

DISPOSE OF ALL ITEMS REMOVED OFF SITE PER LOCAL BUILDING AND SAFETYORDINANCES. ANY ITEM REQUESTED BY GPPSS TO BE SALVAGED SHALL BERETURNED TO OWNER.

ALL AREAS DISTURBED OR DAMAGED BY CONSTRUCTION OPERATIONS SHALL BEPATCHED, REPAIRED AND FINISHED BACK TO EXISTING CONDITION.

DO NOT DISTURB EXISTING UTILITIES TO REMAIN. USE EVERY PRECAUTION TOENSURE SAFE REMOVAL WORK. INSPECT EXISTING WORK FOR POSSIBLEUNUSUAL CONDITIONS.

COORDINATE ALL REMOVAL WORK (ARCHITECTURAL REMOVAL WORK,ELECTRICAL REMOVAL WORK, MECHANICAL REMOVAL WORK, ETC.)

FIRE ALARMS, STROBES, CALL BELLS, PA SYSTEM, ELECTRICAL CIRCUIT BOX,SWITCHES, OUTLETS, WIREMOLD (NOT ASSOCIATED WITH WORK TO BEREMOVED), EMERGENCY LIGHTS WITH BATTERY BACKUP, EXIT LIGHTS, ETC. TOREMAIN IN WORKING ORDER AT ALL TIMES.

CONTRACTOR TO COORDINATE TIMING OF REMOVAL WORK THAT AFFECTSSCHOOL OPERATIONS SO AS TO NOT CAUSE DISRUPTION TO NORMALOPERATIONS.

LAVATORY. REFER TO MECHANICAL FOR FURTHER INFORMATION

R6.

TERRAZZO FLOORING. REMOVE AS REQUIRED TO PROVIDE NEW EPOXY TERRAZZOFINISH AND REPAIR OVERLAY. REFER TO DETAILS AND SPECIFICATIONS. **INTENTIS NOT TO REMOVE THE FLOOR IN ITS ENTIRETY, ONLY AS NEEDED AT HIGH SPOTS,PENETRATIONS, FLOOR DRAIN, EPOXY FINISH, ETC.

R5.

G7. CONTRACTOR TO FIELD VERIFY EXISTING FLOOR SUBSTRATE PRIOR TO STARTINGTHE WORK TO ASSURE THAT IT IS AN ACCEPTABLE SURFACE FOR FINISHAPPLICATION.

G8. CONTRACTOR TO FIELD VERIFY EXISTING WALL SUBSTRATE PRIOR TO STARTINGTHE WORK TO ASSURE THAT IT IS AN ACCEPTABLE SURFACE FOR FINISHAPPLICATION.

WOOD DOOR, WOOD FRAME, WOOD TRIM AND HARDWARE

R7.

R8. MARBLE PARTITION

R9.

R10.

SOAP DISPENSER. RETURN TO OWNER.

R11.

R12.

R13.

MIRROR

E3.

GLASS BLOCK WINDOW

PIPING - REFER TO MECHANICAL FOR FURTHER INFORMATION

R14.

RADIATOR AND PIPING- REFER TO MECHANICAL FOR FURTHER INFORMATION

R15.

R16.

WALL MOUNTED SERVICE SINK. REFER TO MECHANICAL FOR FURTHERINFORMATION

R17.

R18.

R19.

R20.

G9. PROJECT INTENT IS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL ETC. TO BECONCEALED IN WALLS.

MARBLE WINDOW SILL - BY OWNER'S SEPARATE ENVIRONMENTAL CONTRACTOR

G10. THE RESTROOM WALLS AND CEILING MUST BE PATCHED/REPAIRED BACK TO ASUITABLE 1-HOUR RATING WHEN CONSTRUCTION IS COMPLETE.

G11. CEILING REMOVALS SHOWN FOR REFERENCE ONLY. EXACT LOCATIONS TO BEDETERMINED BY CONTRACTOR'S MEANS AND METHODS FOR ALL WORK(ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.)

FLOOR MOUNTED WATER CLOSET. REFER TO MECHANICAL FOR FURTHERINFORMATION

FLOOR MOUNTED URINAL. REFER TO MECHANICAL FOR FURTHER INFORMATION

MARBLE WALL PANEL - BY OWNER'S SEPARATE ENVIRONMENTAL CONTRACTOR

MARBLE WALL TRIM BAND - BY OWNER'S SEPARATE ENVIRONMENTAL CONTRACTOR

ACOUSTICAL CEILING TILES AND METAL GRID - SALVAGE AND RETURN TO OWNER

R21.

ELECTRICAL CONDUIT

G12. ALL WALLS ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE.

CONCRETE BEAM - EXACT CONDITIONS UNKNOWN

GRAB BAR

LIGHT SWITCH AND PLATER22.

METAL GRATE. RETURN TO OWNERR23.

NOT USED

R24. AIR FRESHENER

R25. PLINTH BLOCK - BOTH SIDES OF DOOR

HAND DRYER

TERRAZZO COVED BASE

R26.

PLASTIC PARTITION

RECESSED LIGHT FIXTURE, SALVAGE AND RETURN TO OWNER. REFER TOELECTRICAL FOR FURTHER INFORMATION

FIRST FLOOR = 100'-0"

SECOND FLOOR = 100'-0"

FIRST FLOOR = 100'-0" FIRST FLOOR = 100'-0"

FIRST FLOOR = 100'-0"

FIRST FLOOR = 100'-0"

A111

1/4"=1'-0"Removals South Elevation - Girls

A112

1/4"=1'-0"Removals South Elevation - Boys

A113

1/4"=1'-0"Removals North Elevation - Boys

A114

1/4"=1'-0"Removals North Elevation - Girls

A115

1/4"=1'-0"Removals West Elevation - Boys

A118

1/4"=1'-0"Removals West Elevation - Girls

A116

1/4"=1'-0"Removals East Elevation - Boys

A117

1/4"=1'-0"Removals East Elevation - Girls

TYP

TYP

TYP

TYPTYP TYP

TYP

TYP

TYP

TYP

TYPTYP

TYP

TYP

TYP

RADIATOR COVER

TYP

TYPTYP

TYPTYP TYP TYP

BEYOND

TYP

R27. WALL SHEATHING AS NEEDED TO INSTALL NEW WALL AS SHOWN ON DRAWING A20

R29. WALL PLASTER COMPLETE. DO NOT DISTURB EXISTING WALL TO REMAIN

R28. CORE THROUGH EXISTING CONCRETE SLAB FOR NEW WASTE PIPEDO NOT CORE THROUGH BEAM - ECU - CFV.

-BY OWNER'S SEPARATE ENVIRONMENTAL CONTRACTOR

E4. CRAWL SPACE - ECU - CFV

E5. CONCRETE WALL FOUNDATION/ FOOTING - ECU - CFV

E6. MASONRY WALL - ECU - CFV

R30. WALL COMPLETELY (CLAY TILE, MARBLE WALL PANELS, PLASTER, ETC.)

R31. WOOD DOOR TRIM - TO BE REWORKED AFTER NEW WALL TILE IS INSTALLED

TYP

TYPTYP

R32. WALL - COMPLETELY

Page 6: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

GARAGEMAINT.

STORAGEMAINT.

G1.

G2.

G3.

G4.

COORDINATE ALL WORK (ARCHITECTURAL WORK, ELECTRICAL WORK,MECHANICAL WORK, PLUMBING WORK, ETC.)

ALL WALLS ARE EXISTING UNLESS OTHERWISE INDICATED.

CONTRACTOR TO COORDINATE TIMING OF WORK THAT AFFECTS SCHOOLOPERATIONS SO AS TO NOT CAUSE DISRUPTION TO NORMAL OPERATIONS.

CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCINGON THE WORK.

DRAWING NOTES:

1.

GENERAL NOTES:INTERIOR WALL DESIGNATIONS:

IW1. CERAMIC TILE TO 5'-11" A.F.F., PER PROJECT MANUAL 5

8" CEMENTITOUS BACKER BOARD 1-5/8" METAL STUD FRAMING @ 16" O.C. TO UNDERSIDE OF FLOOR STRUCTURE

ABOVE (STOP MINIMUM 1" BELOW FLOOR STRUCTURE ABOVE FOR FLOORDEFLECTION WITH SLIP TRACK)

SOUND INSULATION EXISTING WALL STRUCTURE ABOVE CERAMIC TILE PROVIDE 58" TYPE "X" MOLD AND MOISTURE RESISTANT

GYPSUM BOARD (TAPED AND FINISHED 3 COATS) TO UNDERSIDE OF EXISTINGSTRUCTURE ABOVE (STOP MINIMUM 1-1/2" BELOW TO ALLOW FOR DEFLECTION).INSTALL FIRE SAFING AT TOP OF WALL.

IW2. CERAMIC TILE TO 5'-11" A.F.F., PER PROJECT MANUAL 5

8" CEMENTITOUS BACKER BOARD 3-5/8" METAL STUD FRAMING @ 16" O.C. TO UNDERSIDE OF FLOOR STRUCTURE

ABOVE (STOP MINIMUM 1" BELOW FLOOR STRUCTURE ABOVE FOR FLOORDEFLECTION WITH SLIP TRACK)

EXISTING WALL STRUCTURE ABOVE CERAMIC TILE PROVIDE 58" TYPE "X" MOLD & MOISTURE RESISTANT

GYPSUM BOARD, TAPED AND FINISHED THREE COATS TO UNDERSIDE OFEXISTING STRUCTURE ABOVE (STOP MINIMUM 1-1/2" BELOW TO ALLOW FORDEFLECTION). INSTALL FIRE SAFING AT TOP OF WALL.

FLOOR MOUNTED, OVERHEAD BRACED PLASTIC TOILET COMPARTMENT WITH DOOR,HINGES, SLIDE LATCH, DOOR PULL, COAT HOOK, ETC. REFER TO SPECIFICATIONSFOR FURTHER INFORMATION.

2.

3.

FLOOR DRAIN. REFER TO MECHANICAL FOR FURTHER INFORMATION.

4

FLOOR MOUNTED MOP SINK. REFER TO MECHANICAL FOR FURTHER INFORMATION.

5.

6.

ELECTRIC HAND DRYER. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

7.

8.

MIRROR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.9.

GRAB BAR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. MOUNT PERALL BARRIER FREE REQUIREMENTS.

WALL MOUNTED WASH FOUNTAIN. PROVIDE ALL NECESSARY CONCEALEDCARRIERS.

SEMI-RECESSED TRASH RECEPTACLE. REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

G5. INTENTION IS THAT ALL STALLS ARE THE SAME SIZE EXCEPT FOR BARRIER FREESTALLS.

G6. TOILET TISSUE DISPENSERS WILL BE FURNISHED BY THE OWNER AND INSTALLEDBY THIS CONTRACTOR (ONE PER STALL).

GENERAL ROOM FINISH NOTES:

RF1. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION

RF2. REFER TO SPECIFICATIONS AND INTERIOR ELEVATIONS FOR CERAMIC TILEDESIGNATIONS

RF3. CERAMIC TILE GROUT JOINTS TO BE 1/8"

INTERIOR FINISH ABBREVIATIONS:

DIV TERRAZZO DIVIDER STRIP

TAC TERRAZZO ACCENT/BASE COLOR - REFER TO SPECIFICATIONS FOR FURTHERINFORMATION. THIS COLOR TO BE USED FOR INTEGRAL BASE ALSO.

TFC TERRAZZO FIELD COLOR - REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

10.

WALL MOUNTED URINAL WITH AUTOMATIC FLUSH VALVE, MOUNTED WITH RIM AT 17"A.F.F. REFER TO MECHANICAL FOR FURTHER INFORMATION. PROVIDE CONCEALEDCARRIER WITH FLOOR SUPPORTED STANCHIONS.

TH TERRAZZO THRESHOLD, TO MATCH BASE/BORDER. PROVIDE SLOPES PER ALLBARRIER FREE REQUIREMENTS.

WALL MOUNTED, PLASTIC URINAL SCREEN WITH CONTINUOUS WALL BRACKET.REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

11.

UTILITY SHELF WITH MOP/BROOM HOLDERS AND RAG HOOKS. REFER TOSPECIFICATIONS FOR FURTHER INFORMATION.

12.

LOCATION OF WIRELESS AUTOMATIC DOOR ACTUATOR, PER SECTION 08711.13.

REPLACE DOOR CLOSER WITH AUTOMATIC DOOR OPERATOR, PER SECTION 08711.OPERATOR TO BE PUSH SIDE MODEL.

14.

RECESSED HOSE BIBB WITH LOCKABLE COVER. REFER TO MECHANICAL FORFURTHER INFORMATION.

15.

16.

DOOR NOTES:

D1 MATCH EXISTING STAIN COLOR

HARDWARE NOTES:

H1 REFER TO SPECIFICATIONS FOR HARDWARE SET INFORMATION

FRAME NOTES:

F1 MATCH EXISTING STAIN COLOR

MARBLE WINDOW SILL

17. COATED WIRE SHELVING WITH METAL SHELF STANDARDS. CONFIRM SHELF SPACINGWITH OWNER PRIOR TO ORDER AND INSTALLATION, OR PLYWOOD, EDGED ANDPAINTED.

18.

IW3. CERAMIC TILE TO 5'-11" A.F.F., PER PROJECT MANUAL 5

8" CEMENTITOUS BACKER BOARD 6" METAL STUD FRAMING @ 16" O.C. TO UNDERSIDE OF FLOOR STRUCTURE

ABOVE (STOP MINIMUM 1" BELOW FLOOR STRUCTURE ABOVE FOR FLOORDEFLECTION WITH SLIP TRACK)

EXISTING WALL STRUCTURE ABOVE CERAMIC TILE PROVIDE 58" TYPE "X" MOLD & MOISTURE RESISTANT

GYPSUM BOARD, TAPED AND FINISHED (PRIMER PLUS TWO COATS) TOUNDERSIDE OF EXISTING STRUCTURE ABOVE (STOP MINIMUM 1-1/2" BELOW TOALLOW FOR DEFLECTION). INSTALL FIRE SAFING AT TOP OF WALL.

IW4. CERAMIC TILE TO 5'-11" A.F.F., PER PROJECT MANUAL 5

8" CEMENTITOUS BACKER BOARD 3-5/8" METAL STUD FRAMING @ 16" O.C. (12 GAUGE) TO UNDERSIDE OF FLOOR

STRUCTURE ABOVE (STOP MINIMUM 1" BELOW FLOOR STRUCTURE ABOVE FORFLOOR DEFLECTION WITH SLIP TRACK)

SOUND INSULATION 6" PIPE SPACE 3-5/8" METAL STUD FRAMING @ 16" O.C. (12 GAUGE) TO UNDERSIDE OF FLOOR

STRUCTURE ABOVE (STOP MINIMUM 1" BELOW FLOOR STRUCTURE ABOVE FORFLOOR DEFLECTION WITH SLIP TRACK)

58" CEMENTITOUS BACKER BOARD

ABOVE CERAMIC TILE PROVIDE 58" TYPE "X" MOLD & MOISTURE RESISTANTGYPSUM BOARD, TAPED AND FINISHED (PRIMER PLUS TWO COATS) TOUNDERSIDE OF EXISTING STRUCTURE ABOVE (STOP MINIMUM 1-1/2" BELOW TOALLOW FOR DEFLECTION). INSTALL FIRE SAFING AT TOP OF WALL.

G7. INTENT IS THAT ALL EXISTING AND NEW PIPING IS TO BE CONCEALED

FLOOR MOUNTED TOILET WITH AUTOMATIC FLUSH VALVE, MOUNTED WITH RIM AT 17"A.F.F. REFER TO MECHANICAL FOR FURTHER INFORMATION.

CONTRACTOR SHOULD ANTICIPATE HAVING TO REPAIR EXISTING FLOOR STRUCTUREAT REMOVED FLOOR MOUNTED URINALS. REFER TO DETAIL AND SPECIFICATIONSFOR FURTHER.

20.

NEW WOOD TRIM AT EXISTING DOOR (TOP AND SIDES). REFER TO DETAILS FORFURTHER INFORMATION. MATCH EXISTING PROFILE, SPECIES, STAIN, ETC.

IW5. NOT USED

IW6. CERAMIC TILE TO 5'-11" A.F.F., PER PROJECT MANUAL 5

8" CEMENTITOUS BACKER BOARD 3-5/8" METAL STUD FRAMING @ 16" O.C. TO UNDERSIDE OF FLOOR STRUCTURE

ABOVE (STOP MINIMUM 1" BELOW FLOOR STRUCTURE ABOVE FOR FLOORDEFLECTION WITH SLIP TRACK)

58" CEMENTITOUS BACKER BOARD

CERAMIC TILE TO 5'-11" A.F.F., PER PROJECT MANUAL ABOVE CERAMIC TILE PROVIDE 58" TYPE "X" MOLD & MOISTURE RESISTANT

GYPSUM BOARD, TAPED AND FINISHED (PRIMER PLUS TWO COATS) TOUNDERSIDE OF EXISTING STRUCTURE ABOVE (STOP MINIMUM 1-1/2" BELOW TOALLOW FOR DEFLECTION). INSTALL FIRE SAFING AT TOP OF WALL.

G8. PROVIDE NON-COM WOOD BLOCKING AS REQUIRED BY MANUFACTURER.BLOCKING IS NOT ALWAYS CALLED OUT FOR ON PLANS.

APPROXIMATE LOCATION OF REMOVED TOILET WASTE PIPING. INFILL CONCRETESUB FLOOR AT DRAIN PENETRATION. REFER TO DETAILS FOR FURTHERINFORMATION.

19.

GARAGEMAINT.

STORAGEMAINT.

GARAGEMAINT.

STORAGEMAINT.

FINISH SCHEDULE

BOYS RESTROOMTERRAZZO

GB (PTD)

ROOM NAME FLOOR BASE WALLS

WEST EAST NORTH SOUTH FINISH HEIGHT

CEILING REMARKS

ACT 9'-0" RF1, RF2 & RF3

CLOSET ACT 8'-0" RF1, RF2 & RF3

TFC

TERRAZZOTFC

TERRAZZOTAC

TERRAZZOTAC

CT1, CT2AT1

GB (PTD)CT1, CT2

AT1

GB (PTD)CT1, CT2

AT1

GB (PTD)CT1, CT2

AT1

GB (PTD)GB (PTD)GB (PTD)GB (PTD)

EPOXY

EPOXY

EPOXY

EPOXY

RESTROOMSIDE

CLOSETSIDE

DOOR REMARKS

DOOR

TO BOYS RESTROOM FROM CLOSET

OPENING LOCATION

A

NO.

NOTE F17'-2"

FRAME INFORMATION

HEIGHTOPENING

CLASSROOMSET #1N/A

FIRERATING

HARDW.HEADING

3'-4"

LOCKFUNCTION OPENING

WIDTH

5-3/4"1

FRAMEELEV.

JAMBDEPTH

WOOD STN

FINISH

DOOR SCHEDULE

FRAMEMATER.FRAME

L

DOORELEV.

3'-0"x7'-0"

DOOR INFORMATION

FRAME REMARKS

1-3/4"

THICK.SIZEDOOR DOOR

NOTES D1 AND H1STNWOOD

MATER.DOOR DOOR

FINISH

3'-4

"

1'-2

"1'

-2"

7'-0

"

6"2'-0"6"

LOUVER

DOOR ELEVATION:

3'-0"

LOUVER

±7'-2"

CFV

FRAME ELEVATION:

±3'-4"CFV

GIRLS RESTROOM

L9070

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A20Project No. 9013

Scale as Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Floor & Dimensioned Plans

Bidding: 12 January 2016

A202

1/4"=1'-0"First Floor Dimension Plan

A201

1/4"=1'-0"First Floor Plan

A203

1/4"=1'-0"First Floor Finish Plan

RESTROOMGIRLS

RESTROOMBOYS

TYP

TYP

TYP TYP

TYP

SIM

A

CLOSET

IW1IW1

IW3

IW1

IW3

IW2IW1

IMPORTANT NOTE:IT IS UNDERSTOOD THAT THE EXISTING DOORS TOREMAIN DO NOT MEET THE MANEUVERING CLEARANCEFOR SWINGING DOORS PER ICC/ANSI A117.1 SECTION404.2.3.1. A BARRIER FREE DESIGN EXCEPTION WASGRANTED ON MAY 30, 2013 (PROJECT NO. 104505,EXCEPTION NO. 13-000247-BCC).

36" DOOR

30" DOOR

24" DOOR

24" DOOR

24" DOOR

24" DOOR

30" DOOR

24" DOOR

36" DOOR

2'-0"

2'-0"8"

2'-0"

2'-0"

TYP8"

RESTROOMGIRLS

RESTROOMBOYS

RESTROOMGIRLS

RESTROOMBOYS

TYP

TYP

IMPORTANT NOTE:IT IS UNDERSTOOD THAT THE EXISTING DOORS TOREMAIN DO NOT MEET THE MANEUVERING CLEARANCEFOR SWINGING DOORS PER ICC/ANSI A117.1 SECTION404.2.3.1. A BARRIER FREE DESIGN EXCEPTION WASGRANTED ON MAY 30, 2013 (PROJECT NO. 104505,EXCEPTION NO. 13-000247-BCC).

±28'-158"ETR-CFV

13'-312" FINISH TO FINISH 1'-31

4" 12'-478" FINISH TO FINISH

±20'-0

1 2"E

TR-C

FV

±20'-0

1 2"E

TR-C

FV

4'-0"

2'-6

"

Ø5'-0"

Ø5'-0"

4'-0"

2'-6

"

3'-2"

4'-0

"

4'-0"

3'-2

"2'

-6"

4'-0"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

1'-6

"1'

-6"

1'-6

"

EQ

EQ

1'-6

"1'

-6"

1'-6

"

1'-3

"2'

-7"

2'-7

"2'

-7"

1'-5

13 16"

4'-0

"4'

-113 4"

2'-10"

4'-4

"

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

2'-2

"2'

-6"

1'-6

"1'

-6"

4'-9

"

5'-0

"1"

3'-0

"1"

2'-6

"1"

TYP

TYP

TYP

3'-7

"

ETR

ETR

Page 7: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A50Project No. 9013

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

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Interior Elevations

Bidding: 12 January 2016

G1.

G2.

ALL WALLS ARE EXISTING UNLESS OTHERWISE INDICATED.

CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TOCOMMENCING ON THE WORK. CONFIRM ALL DIMENSIONS PRIOR TO WALLLAYOUT.

DRAWING NOTES:

1.

GENERAL NOTES:

FLOOR MOUNTED, OVERHEAD BRACED PLASTIC TOILET COMPARTMENT WITHDOOR, HINGES, SLIDE LATCH, DOOR PULL, COAT HOOK, ETC. REFER TOSPECIFICATIONS FOR FURTHER INFORMATION.

2.

WALL MOUNTED TOILET WITH AUTOMATIC FLUSH VALVE. REFER TO MECHANICALFOR FURTHER INFORMATION.

3.

4.

SEMI RECESSED TRASH RECEPTACLE. REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

5.

6.

ELECTRIC HAND DRYER. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.7.

8. MIRROR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

GRAB BAR. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

WALL MOUNTED WASH FOUNTAIN.

9.

10. EPOXY TERRAZZO FLOOR (FIELD COLOR). REFER TO INTERIOR DETAILS ANDSPECIFICATIONS FOR FURTHER INFORMATION. INTENT IS TO BE INSTALLED OVEREXISTING TERRAZZO FLOORING.

11.

12.

13.

ORIGINAL LOCATION OF WALL DIFFUSER. INFILL OPENING, COORDINATE WITHNEW DUCTWORK ON MECHANICAL.

14.

ACOUSTICAL CEILING TILE AND GRID. REFER TO REFLECTED CEILING PLAN FORFURTHER INFORMATION.

15.

CERAMIC WALL FIELD TILE. REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

16.

CERAMIC WALL ACCENT TILE . REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

17.

EXISTING DOOR, FRAME AND HARDWARE TO REMAIN REPLACE CLOSER AND TRIMAS NOTED.

18.

EXISTING GLASS BLOCK WINDOW TO REMAIN.

19. KEYED LIGHT SWITCH AND SWITCH PLATE. REFER TO SPECIFICATIONS FORFURTHER INFORMATION.

GFI CONVENIENCE DUPLEX OUTLET WITH COVER PLATE. REFER TO ELECTRICALAND SPECIFICATIONS FOR FURTHER INFORMATION.

G3.

PAINTED GYPSUM BOARD WINDOW SOFFIT. REFER TO REFLECTED CEILING PLANFOR FURTHER INFORMATION.

20.

RECESSED LIGHT FIXTURE. REFER TO REFLECTED CEILING PLAN AND ELECTRICALFOR FURTHER INFORMATION.

21.

UNIT HEATER WITH BLOWER & DUCT WORK. REFER TO REFLECTED CEILING PLANAND MECHANICAL FOR FURTHER INFORMATION.

22.

DOOR FRAME AND HARDWARE. REFER TO DOOR SCHEDULE ANDSPECIFICATIONS FOR FURTHER INFORMATION.

23.

SOAP DISPENSER. PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR.

WALL MOUNTED PLASTIC URINAL SCREEN WITH CONTINUOUS BRACKET

FLOOR MOUNTED URINAL WITH AUTOMATIC FLUSH VALVE. REFER TOMECHANICAL FOR FURTHER INFORMATION. PROVIDE CONCEALED WALL CARRIERWITH FLOOR SUPPORTED STANCHIONS.

24.

PIPING. REFER TO MECHANICAL FOR FURTHER INFORMATION.

25.

26.

27.

28.

REFER TO ROOM FINISH SCHEDULE FOR FURTHER INFORMATION

ELECTRIC HAND DRYER, MOUNTED AT BARRIER FREE HEIGHT. REFER TOSPECIFICATIONS FOR FURTHER INFORMATION.

7.1

29.

TOILET PAPER DISPENSER. PROVIDED BY OWNER FOR INSTALLATION BYCONTRACTOR.

30.

31. LOCATION OF WIRELESS ACTUATOR

COVED EPOXY TERRAZZO BASE (ACCENT COLOR). REFER TO INTERIOR DETAILSAND SPECIFICATIONS FOR FURTHER INFORMATION.

MARBLE WINDOW SILL

PAINTED GYPSUM BOARD. REFER TO INTERIOR WALL DESIGNATIONS ANDSPECIFICATIONS FOR FURTHER INFORMATION.

RETURN GRILLE & DUCT WORK. REFER TO REFLECTED CEILING PLAN ANDMECHANICAL FOR FURTHER INFORMATION.

CEILING MOUNTED FIRE ALARM STROBE. CONNECT TO NEW CONCEALED WIRING.COORDINATE WITH FIRE ALARM CONTRACTOR, REFLECTED CEILING PLAN ANDELECTRICAL PLAN.

32.

33.

RECESSED WALL HYDRANT & COVER - REFER TO MECHANICAL FOR FURTHERINFORMATION.

APPROXIMATE LOCATION OF THERMOSTAT/SENSOR. - DEVICE COVER TO BEWHITE. PROVIDE LOCKABLE COVER - REFER TO MECHANICAL FOR FURTHERINFORMATION.

A501

1/4"=1'-0"Girls South Elevation

A502

1/4"=1'-0"Boys South Elevation

A503

1/4"=1'-0"Boys North Elevation

A504

1/4"=1'-0"Girls North Elevation

A506

1/4"=1'-0"Boys West Elevation (INSIDE STALLS)

A507

1/4"=1'-0"Boys West Elevation

A5011

1/4"=1'-0"Girls West Elevation

A508

1/4"=1'-0"Boys East Elevation

A5010

1/4"=1'-0"Girls East Elevation

A509

1/4"=1'-0"Girls East Elevation

TYP

TYP

TYP

TYP

TYP

34. FLOOR MOUNTED SERVICE SINK. REFER TO MECHANICAL FOR FURTHERINFORMATION.

8'-0

"5'-3" ±

EXISTING 13'-3" ± CFV

8'-0

"5'-3" ±

EXISTING 13'-3" ± CFV

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

8'-0

"

5'-1

1"

35. FILL IN AREA (OLD GLASS BLOCK WINDOW LOCATION) FLUSH TO FACE OF WALL.REFER TO "IW5" DESCRIPTION ON FLOOR PLAN

1'-0

"

1'-0

"

1'-5

"M

AX 3'

-0"

1'-5

"M

AX

1'-2

"

5'-4

"

1'-5

"M

AX

8'-0

"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

FIRST FLOOR = 100'-0"

SECOND FLOOR = 113'-6"

1'-5

"

3'-6

"

2'-1

1"

3'-5

"

2'-1

0"

1'-4

"

5"2'

-10"

1'-5

"M

AX

1'-3

"

TYP

TYP

3'-6

"

2'-1

1"

3'-5

"

3'-6

"

1'-4

"2'-1

0"

5"2'

-10"

1'-5

"M

AX

1'-3

"

36. NEW WOOD TRIM, STAINED TO MATCH EXISTING. REFER TO A95 FOR FURTHERINFORMATION

TYPTYP

1'-5

"M

AX

3'-6

"

37. TILE TRIM PIECE.

Page 8: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A60Project No. 9013

Scale as Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Reflected Ceiling Plan

Bidding: 12 January 2016

G1.

G2.

G3.

G4.

COORDINATE ALL WORK (ARCHITECTURAL WORK, ELECTRICAL WORK,MECHANICAL WORK, PLUMBING WORK, ETC.)

EXISTING WIRING HOMERUN LOCATIONS ARE UNKNOWN AND ARE TO BE FIELDVERIFIED.

THE INTENT IS USE FULL TILES WITHOUT ANY CUTS. ADJUST THE SPACING OFTILE ACCORDINGLY +/- 6" TO FIT.

CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TOCOMMENCING ON THE WORK.

DRAWING NOTES:

1.

GENERAL NOTES:

2'x2' ACOUSTIC CEILING TILE, GRID AND SUPPORTS/TIES - REFER TOSPECIFICATION FOR MORE INFORMATION.

LEGEND:

2'x2' RECESSED LIGHT FIXTURE - REFER TO ELECTRICAL FOR FURTHERINFORMATION

G5.

G6.

CONTRACTOR RESPONSIBLE TO FIELD VERIFY EXISTING CONDITIONS FORACCESS TO CONDUIT INSTALLATION ETC.

2. 5/8" GYPSUM BOARD WINDOW SOFFIT - REFER TO DETAILS FOR FURTHERINFORMATION

3.

RECESSED LINEAR LIGHT FIXTURE - REFER TO ELECTRICAL FOR FURTHERINFORMATION.

DUAL TECHNOLOGY OCCUPANCY SENSORS WITH PHOTOCELL, VERIFYQUANTITY AND LOCATION WITH MANUFACTURER. LAYOUT SHOWN FORGENERAL INFORMATION ONLY. REFER TO ELECTRICAL DRAWINGS.

A603

Scale: 1"=1'-0"Window Soffit Section

4. 3-5/8" METAL STUD FRAMING @ 12" O.C. - SECURE TO EXISTING STRUCTUREABOVE

5"

4"

1"

±3'-9" 3"

±3'-9" (VERIFY IN FIELD)

45°

A604

Scale: 1"=1'-0"Window Soffit Section

A605

Scale: 1"=1'-0"Perimeter Light Fixture Section

5. EXISTING GLASS BLOCK WINDOW TO REMAIN

6. LIGHT FIXTURE - REFER TO ELECTRICAL FOR FURTHER INFORMATION.

TYP

THE RESTROOM WALLS AND CEILINGS MUST BE PATCHED/REPAIRED BACK TO ASUITABLE 1-HOUR RATING WHEN CONSTRUCTION IS COMPLETE.

7. UNIT HEATER, DUCTWORK & GRILLLE - REFER TO MECHANICAL FOR FURTHERINFORMATION.

2'x2' DIFFUSER - REFER TO MECHANICAL FOR FURTHER INFORMATION

8. METAL STUD FRAMING - SECURE TO EXISTING WALL STRUCTURE.

9. EXISTING WALL STRUCTURE TO REMAIN

A601

1/4"=1'-0"First Floor Reflected Ceiling Plan

CEILING MOUNTED FIRE ALARM DEVICE

RECESSED CAN LIGHT - REFER TO ELECTRICAL FOR FURTHER INFORMATION

5/8" GYPSUM BOARD CEILING ON 6" METAL STUD FRAMING @ 12" O.C.

DUAL TECHNOLOGY OCCUPANCY SENSORS. VERIFY QUANTITY ANDLOCATION WITH MANUFACTURER. LAYOUT SHOWN FOR GENERALINFORMATION ONLY. REFER TO ELECTRICAL DRAWINGS.

RESTROOMBOYS

RESTROOMGIRLS

STORAGETABLE

OFFICE

ENTRY

STAIR

GARAGEMAINT.

STORAGEMAINT.

±4'-4" (VERIFY EXACT DIMENSIONREQUIRED)

4"

1"

CO

NTR

AC

TOR

TO

CO

OR

DIN

ATE

ALL

TR

IAD

SS

O T

HA

T LI

GH

T FI

XTU

RE

CA

N B

E IN

STA

LLE

DA

S S

HO

WN

.

10. METAL SLIP-TRACK (SLP-TRK) SYSTEM--PROVIDE MINIMUM 1" GAP FOR EXISTINGROOF DEFLECTION.

TYP

RA

RA

Page 9: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A90Project No. 9013

Scale: 1"=1'-0"

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Interior Wall Sections

Bidding: 12 January 2016

A905

Scale: 1"=1'-0"Enlarged Trash Receptacle Plan

A906

Scale: 3"=1'-0"Marble Threshold Detail

G1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCINGON THE WORK.

DRAWING NOTES:

E1.

GENERAL NOTES:

1.

E2.

WALL - ECU

CONCRETE FLOOR STRUCTURE - ECU

5/8" GYPSUM BOARD (TAPED AND FINISHED THREE (3) COATS), PROVIDE MOISTUREAND MOLD RESISTANT

E3.

FLOORING - ECUE4.

2.

TERRAZZO BASE - ECU

3.

CERAMIC WALL TILE TRIM PIECE

SEALANT. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION4.

EPOXY TERRAZZO FLOOR (FIELD COLOR). REFER TO SPECIFICATIONS FOR FURTHERINFORMATION

5.

EPOXY TERRAZZO COVE BASE (ACCENT COLOR). REFER TO SPECIFICATIONS FORFURTHER INFORMATION

6.

7. CRACK ISOLATION MEMBRANE OVER THE ENTIRE FLOOR

8.

TERRAZZO THRESHOLD, TO MATCH ACCENT/BASE COLOR. THRESHOLD TO MEETALL APPLICABLE BARRIER FREE CODES

9.

METAL STUD RUNNER TRACK (SLIP-TRACK AT TOP OF WALL) SECURELY ATTACHEDTO EXISTING CONCRETE ROOF AND FLOOR CONSTRUCTION

10.

1-5/8" METAL STUD @ 16" O.C. ANCHOR SECURELY TO EXISTING WALL STRUCTURE

E5.

MARBLE WALL PANEL - ECUE6.

DOOR FRAME - ECU

11.

12.

ACOUSTICAL CEILING TILE AND GRID - SECURE TO FLOOR STRUCTURE ABOVE

13.

14.

15.

E7.

FRAMING - ECU

16. SEMI-RECESSED TRASH RECEPTACLE

MORTAR

12"

MAX

±7" (CFV)MATCH EXISTING

G2. INTERIOR WALLS ARE TO EXTEND TIGHT TO UNDERSIDE OF EXISTING STRUCTUREABOVE TO MAINTAIN 1-HOUR RATING.

3-5/8" METAL STUD FRAMING @ 16" O.C. ANCHOR SECURELY TO EXISTINGWALL/CEILING STRUCTURE

17.

E8.

EXISTING ITEMS TO REMAIN: (CONTRACTOR TO FIELD VERIFY)

CERAMIC WALL TILE

6" METAL STUD FRAMING @ 16" O.C. ANCHOR SECURELY TO EXISTING WALL/CEILINGSTRUCTURE

CONCRETE BEAM - ECU

BRASS DIVIDER STRIP

SOUND INSULATION

18. RECESSED LIGHT FIXTURE - REFER TO ELECTRICAL FOR FURTHER INFORMATION

DUCT SHAFT - ECU, CFVE9.

19. METAL BASE BEAD

20. MARBLE WINDOW SILL

21. 5/8" CEMENT BACKER BOARD. SECURE TO EXISTING WALL STRUCTURE

A901

Scale: 1"=1'-0"Interior Wall Section - IW1

A902

Scale: 1"=1'-0"Interior Wall Section - IW2

A903

Scale: 1"=1'-0"Interior Wall Section - IW3

BASED ON TCA W244C BASED ON TCA W244C

22. FLOOR MOUNTED WATER CLOSET - REFER TO MECHANICAL FOR FURTHERINFORMATION

BASED ON TCA W244C

FIRST FLOOR ACT = 108'-0"

BEYOND

GLASS BLOCK WINDOW - ECUE10.

A904

Scale: 1"=1'-0"Interior Wall Section - IW4

BASED ON TCA W244C

1"

FIRST FLOOR ACT = 108'-0"

±5'-11" CFV

INTE

NT

IS +

/-4"

BA

SE

, 6 F

ULL

TIL

ES

,+

/-4"

AC

CE

NT

BA

ND

AN

D 3

" BU

LLN

OS

E

FIRST FLOOR = 100'-0"

A906

Scale: 1"=1'-0"Interior Wall Section - IW1

BASED ON TCA W244C

BRICK - ECUE11.

STONE SILL - ECUE12.

23. ACCENT TILE

1'-5

" TO

RIM

TYP

ICA

L (M

AXI

MU

M)

±5'-11" CFV

INTE

NT

IS +

/-4"

BA

SE

, 6 F

ULL

TIL

ES

,+

/-4"

AC

CE

NT

BA

ND

AN

D 3

" BU

LLN

OS

E

METAL STUD FRAMING @ 16" O.C. ANCHOR SECURELY TO EXISTING WALL/CEILINGSTRUCTURE. REFER TO FLOOR PLAN FOR WALL TAG DESIGNATIONS

24.

FIRST FLOOR = 100'-0"FIRST FLOOR = 100'-0"

CONCRETE CURB, AS REQUIRED FOR TERRAZZO BASE. COORDINATE WITHTERRAZZO INSTALLER

25.

FIRST FLOOR = 100'-0"

A905

Scale: 1"=1'-0"Interior Wall Section - IW1

BASED ON TCA W244C

1"

26. METAL FRAMING BRACE

27. SLIP TRACK AT TOP OF WALL TO ALLOW FOR 1-1/2" DEFLECTION

28. AUTOMATIC FLUSH VALVE - REFER TO MECHANICAL DRAWINGS

Page 10: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

Ehresman Associates, Inc.architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2016

A95Project No. 9013

Scale: 3"=1'-0"

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase Two

Interior Details

Bidding: 12 January 2016

G1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCINGON THE WORK.

DRAWING NOTES:

1.

GENERAL NOTES:

EPOXY TERRAZZO FLOOR (FIELD COLOR). REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

EXISTING ITEMS TO REMAIN:

E1. CONCRETE FLOOR/ROOF STRUCTURE - ECU

E2. CONCRETE FLOOR JOIST - ECU

E3. CONCRETE WALL STRUCTURE - ECU

2. EPOXY TERRAZZO COVE BASE (ACCENT COLOR). REFER TO SPECIFICATIONS FORFURTHER INFORMATION.

3. ISOLATION MEMBRANE ON EXISTING FLOOR STRUCTURE

4. BRASS DIVIDER STRIP - REFER TO SPECIFICATIONS FOR FURTHER INFORMATION

5. CEMENTITIOUS BACKER UNIT

6. 3"x3"x8" LATERAL BRACING @ 48" O.C.

7. MOISTURE AND MOLD RESISTANT GYPSUM BOARD - PAINTED

8. CERAMIC WALL TILE - REFER TO SPECIFICATIONS FOR FURTHER INFORMATION

9. CERAMIC WALL TILE TRIM PIECE - REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

10. SEALANT. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

11. METAL BASE BEAD

12.

13.

EXPANDABLE FLOOR DRAIN PLUG

14.

PIPING TO BE REMOVED

15.

CONCRETE INFILL

16.

3/8" DIAMETER EXPANSION ANCHOR INTO EXISTING BUILDING STRUCTURE @ 24" O.C.

17.

METAL STUD WALL FRAMING @ 16" O.C. MAXIMUM.

18.

5/8" x 4" GYPSUM BOARD.

19.

METAL SLIP-TRACK (SLP-TRK) SYSTEM--PROVIDE MINIMUM 1" GAP FOR EXISTINGROOF DEFLECTION.

20.

#8 WAFERHEAD SCREW--TYPICAL.

METAL STUD RUNNER TRACK SECURELY ATTACHED TO THE EXISTING CONCRETEFLOOR.

A951

Scale: 3"=1'-0"Enlarged Terrazzo Base

38"

58"

TOP OF TILE = ±105'-11"

NOTE: PROVIDE 1-HOUR RATED CONSTRUCTION

A952

Scale: 3"=1'-0"Enlarged Trim Piece Detail

A953

Scale: 3"=1'-0"Slip Track Head Detail

38"

8"

±4"

TYP

21. SOUND INSULATION

A955

Scale: 3"=1'-0"Detail @ Removed Piping

A954

Scale: 3"=1'-0"Enlarged Floor Drain

SLOPE 1/8"MINIMUM

SLOPE 1/8"MINIMUM

1'-0"MINIMUM EACH DIRECTION

22. TAPER AND ROUGHEN EXISTING EDGES OF EXISTING HOLE AROUND PERIMETER

23. TEMPORARY POST - SHORE AS REQUIRED

24. PIPING TO BE REMOVED

25. 58" CEMENT BOARD

26. TEMPORARY SHORING WITH FORM RELEASE AGENT OR PERMANENT METALSHORING

27. INFILL WITH SIKA GROUT 212 CEMENTITIOUS GROUT. CLEAN SURFACE & PROVIDESIKA ARMATEC 110 BONDING AGENT TO EXISTING CONSTRUCTION PERMANUFACTURERS INSTRUCTIONS PRIOR TO GROUT INSTALLATION.

28. FLOOR DRAIN - REFER TO MECHANICAL FOR FURTHER INFORMATION.

A957

Scale: 3"=1'-0"Toilet Partition @ Existing Wall

A956

Scale: 3"=1'-0"Toilet Partition @ Stile

29. FLOOR MOUNTED, WALL BRACED TOILET PARTITION. REFER TO SPECIFICATIONS FORFURTHER INFORMATION.

30. FLOOR MOUNTED STILE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

31. NON-COM WOOD BLOCKING

32. CONTINUOUS METAL BRACKET. REFER TO SPECIFICATIONS FOR FURTHERINFORMATION.

33. SCREW

34. TORX HEAD SEXBOLT

35. WATER CLOSET WASTE PIPING. FIELD VERIFY EXACT LOCATION AND MISSCONCRETE STRUCTURAL BEAM. REFER TO MECHANICAL DRAWINGS FOR FURTHERINFORMATION.

38"

±4"

38"

8"

A959

Scale: 3"=1'-0"Enlarged Terrazzo Base

1'-358" ± CFV

9.1 ACCENT TILE - REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.

A958

Scale: 3"=1'-0"Ceramic Tile @ Existing Wall (IW1)

36. APPROXIMATE LINE OF (REMOVED) MARBLE WALL PANEL

37. METAL LATH

E4. PARGING - ECU

PER TCA W244C PER TCA W244C

PER TCA W244C PER TCA W244C

PER TCA W244C

A9510

Scale: 1-1/2"=1'-0"Enlarged Tile Layout

±4"

±5'-0"

INTE

NT

IS F

OR

6 F

ULL

TIL

ES

±4"

±3"

±5'-11"

INTENT IS FOR FACE OFNEW TILE TO ALIGN WITH

FACE OF REMOVED MARBLE

INTENT IS FOR FACE OFNEW TILE TO ALIGN WITH

FACE OF REMOVED MARBLE

14"1

4"

38. CONCRETE CURB

REMOVE EXISTING TERRAZZO AS REQUIRED FOR FLOOR SLOPE TO DRAIN

A9511

Full ScaleEnlarged Wood Door Trim

2"

14" 1

4" 2" 12"

1 2"1 8"1 4"

R 12 "

R1

4"

E5. WOOD DOOR FRAME - ECU

39. WOOD TRIM PIECE. STAIN TO MATCH EXISTING DOOR AND FRAME

40. WOOD SHIM

A9512

Scale: 3"=1'-0"Infill of Existing Slab @ Rectangular Openings

6" MINIMUM

41. EXISTING CONCRETE FLOOR JOIST STRUCTURE TO REMAIN - ECU

42. CRACK ISOLATION MEMBRANE OVER THE ENTIRE FLOOR.

43. REPAIR MORTAR OVERLAY ON EXISTING FLOOR STRUCTURE - MINIMUM 1/2"

44. EXISTING WOOD SCREED & INFILL TO BE REMOVED AND THE EXISTING EDGES TO BETAPERED AND ROUGHENED ALL 4 SIDES.

45. INFILL WITH SIKA GROUT 212 CEMENTITIOUS GROUT. ADD 25 LBS OF 3/8" GRAVELPER BAG PER MANUFACTURERS INSTRUCTIONS. CLEAN SURFACES & PROVIDE SIKAARMATEC 110 BONDING AGENT TO EXISTING CONSTRUCTION PER MANUFACTURERSINSTRUCTIONS PRIOR TO GROUT INSTALLATION.

46. DRILL & GROUT #3 BARS AT 6" ON CENTER, MINIMUM 6" INTO EXISTING, SHORTDIRECTION OF OPENING AND LAP MINIMUM 4" ON CENTER.

47. TEMPORARY SHORING WITH FORM RELEASE AGENT OR PERMANENT METALSHORING

48. TEMPORARY POST - SHORE AS REQUIRED

Page 11: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

M01

Page 12: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

M11

Page 13: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

M61

Page 14: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

M81

Page 15: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

E01

Page 16: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

E02

Page 17: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

E03

Page 18: GROSSE POINTE PUBLIC SCHOOL SYSTEM - Axiom · PDF file · 2016-01-19dead load deep decible circumference damper inv. inter. int. insul. inst'l info ... culvert cylinder course cover

architects ● engineers

803 West Big Beaver Road, Suite 350, Troy, Michigan 48084 ● 248.244.9710 ● (f) 248.244.9712email: [email protected]© Ehresman Associates, Inc. 2014

Project No. 9013

Scale: As Noted

Grosse Pointe Public School SystemMason Elementary SchoolRestroom Remodeling - Phase 2

Ehresman Associates, Inc.

Bidding: 12 January 2016

E11