Drawing Symbols Reference Legend

Notes Symbol Description

A9

A-999

A9

A-999

NAME

A101

A

224A

10800.P

COLUMN GRID LINES

DETAIL NUMBER

DRAWINGS NUMBER

DETAIL NUMBER

DRAWING NUMBER

DETAIL NUMBER

DRAWING NUMBER

ROOM NUMBER

WORKING POINTAND/OR ELEVATIONMARK

WALL TYPE

EQUIPMENT TYPE

DOOR NUMBER

KEYED NOTE

COLUMN CENTERLINE

ELEVATION

BUILDING ANDWALL SECTIONKEY

DETAIL KEY

COLUMN NUMBER/LETTER

Abbreviations Material Symbols General NotesFIRE RESISTIVE ASSEMBLIES-THE PROJECT SHALL CONFORM TO UNDERWRITERS LABORATORY FIRE RESISTANCEDIRECTORY AND BUILDING MATERIALS DIRECTORY.

REFER TO SPECIFICATION SECTION 078100, AS APPLICABLE, FOR SPRAY-ON FIREPROOFINGREQUIREMENTS. ANY MATERIAL SUBSTITUTIONS TO A LISTED U.L. DESIGN NUMBER SHALL BECOORDINATED BY THE RELATED PRIME CONTRACTOR, SUBCONTRACTOR AND/OR MATERIALSUPPLIER FOR COMPLIANCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPROVALS -FOR ANY MATERIAL SUBSTITUTIONS IN THE MECHANICAL AND ELECTRICAL U.L. DESIGN ASSEMBLY -BY THE FIRE MARSHALL AND BUILDING INSPECTOR HAVING JURISDICTION PRIOR TO ACCEPTANCE.

FOR ANY CHANGE OF U.L. DESIGN NUMBER, OR AY CHANGE IN MATERIAL(S) IN A U.L. DESIGNASSEMBLY, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL OTHERRELATED MATERIALS OR ASSEMBLIES AFFECTED BY THE CHANGE.

PROVIDE COMPLETE U.L. APPROVED THROUGH-PENETRATION FIRESTOP SYSTEMS AT ALL RATEDWALL PENETRATIONS.

TREATMENT OF EXISTING SURFACES-PATCH AND REPAIR ALL EXISTING WALL SURFACES ADJACENT TO NEW WORK ASREQUIRED TO ACHIEVE AN UNINTERRUPTED SURFACE APPEARANCE.

PATCH AND REPAIR CONCRETE FLOORS TO ACHIEVE A CONTINUOUS, SMOOTHAND FLUSH FLOOR SURFACE.

DIMENSIONING CRITERIA

DIMENSIONS FOR LOCATING PARTITIONS AND OPENINGS ARE GENERALLY ESTABLISHEDBY CRITERIA. ONLY EXCEPTIONS TO THESE CRITERIA WILL BE DIMENSIONED. TYPICALDIMENSIONING CRITERIA ARE OUTLINED BELOW.

FOR OPENINGS IN PARTITIONS OR WALLS:

(A) WHEN AN OPENING OCCURS AT A COLUMN OR GRID LINE, NO DIMENSIONSWILL BE SHOWN ON THE PLANS. THE OPENING WIDTH WILL BE ESTABLISHEDBY EITHER CRITERIA OR SCHEDULES.

(B) WHEN NEITHER THE JAMB OF A DOOR OR OPENING OCCURS AT A COLUMN OR GRID LINE, OR ADJACENT TO A PARTITION AT A RIGHT ANGLE, ONE JAMB WILL BE LOCATED DIMENSIONALLY.

(C) WHEN ONE JAMB IS LOCATED BY A PARTITION AT A RIGHT ANGLE, THEFOLLOWING DIAGRAMS APPLY:

REFLECTED CEILING PLANS

ITEMS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE TO BE LOCATED PER THE ARCHITECTURALDRAWINGS. NOT ALL ITEMS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. COORDINATE WITHMECHANICAL & ELECTRICAL DRAWINGS FOR LOCATION, MOUNTING CONDITIONS, QUANTITIES ANDTYPES OF ALL LIGHTS, GRILLES, DIFFUSERS, EXIT SIGNS, AND ALL MISCELLANEOUS ITEMS.

WOOD BLOCKING REQUIREMENTS

PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING AS SPECIFIED IN SPECIFICATIONSSECTION 061000 - ROUGH CARPENTRY - FOR THE FOLLOWING ITEMS (UNLESS ANOTHER BACKINGMATERIAL IS NOTED):

A. GRAB BARS G. DOOR BUMPERSB. MIRRORS H. SHELVINGC. TOILET ACCESSORIES I. CLOSET POLESD. STAIR RAILS J. COAT HOOKSE. TOILET PARTITIONS K. MILLWORK COUNTERSF. UNDER PRE-FAB. CURB FOR ALL ROOF-MOUNTEDL. MILLWORK CABINETS

EQUIPMENT M. TV BLOCKING

SIGNAGE BACKING PANELS ALL AREAS INDICATED ON THE DRAWINGS-PROVIDE 18 GA (MINIMUM) STEEL BACKING PANELS AT SIGNAGE LOCATIONS (WHEREATTACHMENT TO GYPSUM BOARD IS REQUIRED). SPAN PANELS THREE METAL STUDS (MINIMUM)HORIZONTALLY. REFER TO SIGNAGE ISSUE SKETCHES FOR SIGNAGE LOCATIONS.

MECHANICAL AND ELECTRICAL OPENINGS-SIZE AND LOCATION OF ALL FLOOR OPENINGS, ROOF OPENINGS, AND WALL OPENINGS REQUIREDTO ACCOMMODATE DUCT PENETRATIONS, EQUIPMENT, ETC. SHALL BE COORDINATED ANDVERIFIED WITH MECHANICAL AND ELECTRICAL TRADES.

MECHANICAL AND ELECTRICAL EQUIPMENT PADSPROVIDE CONCRETE PADS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED.REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL EQUIPMENT ANDVERIFY SIZE WITH MECHANICAL AND ELECTRICAL TRADES.

ROOF EQUIPMENT AND OPENINGSREFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF ALL EXHAUST FANS,VENTS, MECHANICAL OR ELECTRICAL EQUIPMENT, ETC.

FIRE EXTINGUISHER TYPESPROVIDE 2A-10B:C TYPE FIRE EXTINGUISHERS AT ALL TYPICAL LOCATIONS UNLESS NOTEDOTHERWISE.

.Xs

1

A

1

A101

SIM

SIMILAR OR OPPOSITE HAND

1

Sheet Numbers

& ANDL ANGLE@ AT

CENTERLINE

ø DIAMETER# POUND OR NUMBER(E) EXISTING

EARTH

POROUS FILL

SAND OR GRAVEL FILL

CONCRETE

CONCRETE MASONRY UNITS (C.M.U.)

FINISH WOOD

CONTINOUS WOOD BLOCKING

DOOR ASSCHEDULED,TYP.

PLYWOOD OR WOOD VENEER

A-001DRAWING TYPE

0 GENERAL, LEGENDS1 PLANS2 ELEVATIONS3 SECTIONS4 LARGE SCALE VIEWS

(PLANS & SECTIONS)5 DETAILS6 SCHEDULES & DIAGRAMS7 REFLECTED CEILING PLANS

SERIES PREFIX

DRAWING SEQUENCE NUMBER

INDICATES DISCIPLINE

DRAWINGS ARE NUMBERED ACCORDING TO THE FOLLOWINGCONVENTIONS:

DISCIPLINE

G GENERALLS LIFE SAFETYC CIVILS STRUCTURALA ARCHITECTURALM MECHANICALE ELECTRICALTC TECHNOLOGY

1

A101

SIM

EXTERIOR

INTERIOR

DETAIL NUMBER

DRAWINGS NUMBER

STRUCTURAL STEEL

MISCELLANEOUS METAL

RIGID INSULATION

BATT INSULATION

SEALANT WITH BACKER ROD

SPRAY ON FIREPROOFING

GYPSUM BOARD

PARTITIONSAT RIGHTANGLE, TYP.

TO NEAREST COURSING JOINT, 2" MIN.

4" TYP. 4" TYP.NOT DIMENSIONEDON FLOOR PLANS

NOT DIMENSIONEDON FLOOR PLANS

CMU WALLS WALL ADJ. TOCOLUMNS

METAL STUDWALLS

DIMENSIONS ON PLANS ARE SHOWN TO THE FACE OF MASONRY UNIT, FACE OF CONCRETE,AND THE FACE OF THE GYPSUM WALLBOARD OF METAL STUD PARTITIONS.

Detail Sheet - Number Locations

Keynote System

1

CERTAIN MATERIALS, COMPONENTS OR ASSEMBLIES ARE IDENTIFIED AND/OR DESCRIBED ON SOME DRAWINGS USING ANALPHANUMERIC REFERENCE-IDENTIFICATION, OR KEYNOTE SYSTEM. THIS KEYNOTE SYSTEM CONSISTS OF A 6-DIGITNUMBERFOLLOWED BY A PERIOD AND A LETTER SUFFIX. WHERE KEYNOTES ARE USED ON A DRAWING, REFER TO THELEGEND ON THAT DRAWING FOR IDENTIFICATION WHICH RELATES TO EACH KEYNOTE ITEM. (SHOULD THE LEGEND ON THEDRAWING NOT CONTAIN THAT ITEM, REFER TO LEGENDS ON OTHER DRAWINGS).

THE KEYNOTE SYSTEM IS USED FOR CONVEINIENCE AND GENERAL INFORMATION ONLY, AS AN EXPRESSION OF GENERALINTENT. THE ARCHITECT SPECIFICALLY DOES NOT WARRANT ALL MATERIALS, COMPONENTS OR ASSEMBLIES ARE SIMILARLYIDENTIFIED, OR EVEN THESAME MATERIAL, COMPONENT OR ASSEMBLY IN DIFFERENT DETAILS OR SECTIONS ARE SIMILARLY IDENTIFIED.

SOME MATERIALS, COMPONENTS OR ASSEMBLIES HAVE ADDITIONAL INFORMATION ADJACENT TO THE KEYNOTE. SHOULDSIMILAR CONDITIONS HAVE DIFFERENT ADDITIONAL INFORMATION, OR ONE NOT HAVE ANY, THE HIGHER QUALITY SHALL TAKEPRECEDENCEUNLESS OTHERWISE DIRECTED BY THE ARCHITECT.

UTILIZATION OF THE KEYNOTE SYSTEM AND ANY RELATION IT MAY HAVE TO SIMILARLY IDENTIFIED SPECIFICATION SECTIONSSHALL NOT CONTROL THE CONTRACTOR IN DIVIDING THE WORK AMONG SUBCONTRACTORS OR IN ESTABLISHING THEEXTENT OF WORK TO BEPERFORMED BY ANY TRADE.

THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION ANDCOMPLETION OF THE WORK BY THE CONTRACTOR, WHETHER THE KEYNOTE SYSTEM IS USED OR NOT, AND WHETHER ORNOT THEKEYNOTE IS COMPLETE, CONSISTENT, OR THE MOST APPROPRIATE SPECIFICATION SECTION.

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

ACCES. ACCESSORYACCESS. ACCESSIBILITYACOUS. ACOUSTICALA.D. AREA DRAINADJ ADJUSTABLEAGGR. AGGREGATEAL ALUMINUMAPPROX. APPROXIMATEARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALT

BD. BOARDBITUM BITUMINOUSBLDG. BUILDINGBLK. BLOCKINGBM. BEAMBOT. BOTTOM

CAB. CABINETC.B. CATCH BASINCEM. CEMENTCER. CERAMICC.I. CAST IRONC.J. CONTROL JOINTCLG CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCONT. CONTINUOUSCORR. CORRIDORCTSK. COUNTER SUNK

DBL. DOUBLEDEPT. DEPARTMENTD.F. DRINKING FOUNTAINDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDSA DEPT. OF STATE ARCHITECTDN. DOWND.O. DOOR OPENINGDR. DOORDWR. DRAWERD.S. DOWN SPOUTDSP DRY STAND PIPEDWG. DRAWING

E EASTEA EACHEC EXPOSED CONSTRUCTIONEC-P EXPOSED CONSTRUCTION

PAINTEDE.J. EXPANSION JOINTEL ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREE.O.S./EOS EDGE OF SLABE.O.D./EOD EDGE OF DECKEP ELECTRICAL PANELEQ. EQUALEQPM EQUIPMENTEWC ELECTRIC WATER COOLEREXIST./EX EXISTINGEXT. EXTERIOR

FA FIRE ALARMFB FLAT BARFD FLOOR DRAINFON FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFIN FINISHFL FLOORFLASH FLASHINGFLUOR FLUORESCENTFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDSFPRF FIREPROOFF.S. FULL SIZEFT. FOOT OR FEETFTG. FOOTINGFUR FURRINGFUT. FUTURE

GA. GAUGEGALV. GALVANIZEDG.B. GRAB BARGFRC. GLASS FIBER REINFORCED

CONCRETEGL. GLASSGND GROUNDGR. GRADEGYP. GYPSUM

H.B. HOSE BIBBH.C. HOLLOW COREHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ. HORIZONTALHR HOURHGT HEIGHT

GA. GAUGEGALV. GALVANIZEDG.B. GRAB BARGFRC. GLASS FIBER REINFORCED

CONCRETEGL. GLASSGND GROUNDGR. GRADEGYP. GYPSUM

H.B. HOSE BIBBH.C. HOLLOW COREHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ. HORIZONTALHR HOURHGT HEIGHT

ID INSIDE DIAMETERINSUL INSULATIONINTER, INTERIOR

JAN JANITORJC JANITOR'S CLOSET

KIT KITCHEN

LAB LABORATORYLAM LAMINATELAV LAVATORYLKR LOCKERLT LIGHT

MAX MAXIMUMMECH MECHANICALMEMB. MEMBRANEMTL METALMFR. MANUFACTURERMH MANHOLEMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSM.O. MASONRY OPENINGMTD. MOUNTEDMUL. MULLION

N NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OA OVERALLOBS OBSCUREO/C ON CENTEROD OUTSIDE DIAMETEROPCI OWNER PROVIDED,

CONTRACTOR INSTALLEDOFC OFFICEOPNG OPENINGOPP OPPOSITEOPOI OWNER PROVIDED,

OWNER INSTALLED

PRCST PRECASTPL PLATEPLAM PLASTIC LAMINATEPT POINTPLAS PLASTERPLYWD PLYWOODPR PAIR

RD ROOF DRAINRCP REFLECTED CEILING PLANRQD REQUIRED

S SOUTHSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULES.D. SOAP DISPENSERSECT SECTIONSH SHELFSHR SHOWERSHT SHEETSIM SIMILARSFM STATE FIRE MARSHALLSPEC SPECIFICATIONSSQ SQUARES.S. STAINLESS STEELS. SK. SERVICE SINKST STANDARD (CAR)STA STATIONSTD STANDARDSTL STEELSTOR STORAGESTRU STRUCTURALSUSP SUSPENDEDSYM SYMMETRICAL

TRD TREADT.O.C. TOP OF CURBTEL TELEPHONET&G TONGUE AND GROOVETHK THICKT.O.P. TOP OF PARAPETTA TOILET ACCESSORYTV TELEVISIONT.O.W. TOP OF WALLTOS/ T.O.S. TOP OF STEELTYP. TYPICAL

UNF UNFINISHEDU.N.O. UNLESS NOTEDOTHERWISEUR URINAL

VERT. VERTICALVAT VINYL ASBESTOS TILEVEST VESTIBULE

W WESTW/ WITHW.C. WATER CLOSETWD WOODW/O WITHOUTWR WATER RESISTANTWSCT. WAINSCOTWT. WEIGHT

9'

(NEW) (EXISTING)

Detail Number

Drawing Title

Sheet Where Drawn

Scale

Drawing WhereReferenced

DRAWING TITLE &REFERENCE INFORMATION

2

© 2013 Rossetti Architects

Key Plan

Sheet Title

CAD FileProject Number

Sheet number

Project

Material Keynotes:

A

A

B

B

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E

E

F

F

G

G

H

H

J

J

K

K

1

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1

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Consultant

Professional Seal

7400 Bay RoadUniversity Center, MI 48710

C:\R

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Saginaw ValleyStateUniversity

Ryder CenterExpansion

2012-023.01

General Information Sheet

G-001

Scale:Ref:

G-001 1 1/2" = 1'-0"

1 View Title

No. Description Date1 PEMB RFP 04/15/132 DD Package 05/28/133 Foundation Package 07/01/134 Permit Package 07/12/135 General Bids 08/02/13

NOTES:

WHERE ACCESSIBLE DESIGN IS INDICATED ON PLAN OR REQUIRED BY CODE, USE THE MOUNTINGHEIGHTS AS SHOWN BELOW, UNLESS OTHERWISE NOTED ON DRAWINGS.

DIMENSIONS IN (PARENTHESES) INDICATE ALLOWABLE RANGE PER ANSI 117.1/2003 AND ADA 2010.

DIMENSIONS IN [BRACKETS] INDICATE DIMENSION REQUIRED BY ANSI 117.1/2003 WHICH IS MORESTRINGENT THAN THE CORRESPONDING ADA 2010 REQUIREMENT.

Standard & Barrier Free Mounting Heights

60" CLR. MIN

(59"

CLR

MIN

@ F

LOO

R M

NT

'D)

60"

(56"

CLR

MIN

@ W

ALL

MN

T'D

)

MIN

.

15"

48"

MA

X.

UNOBSTRUCTED SIDE REACHADA 2010, ANSI 117.1/2003

48"

MIN

OBSTRUCTED SIDE REACHADA 2010, ANSI 117.1/2003

34"

MA

X

44"

MA

X

OBSTRUCTED SIDE REACHADA 2010, ANSI 117.1/2003

34"

MA

X

UNOBSTRUCTED FORWARD REACHADA 2010, ANSI 117.1/2003

15"

MIN

48"

MA

X

OBSTRUCTED FORWARD REACHADA 2010, ANSI 117.1/2003

48"

MA

X

20" MAX

OBSTRUCTED FORWARD REACHADA 2010, ANSI 117.1/2003

44"

MA

X

>20" - 24" MAX

MIN

12"

MIN

24"

36" MIN

42"

MIN

MA

X

12"

40"

(39"

- 4

1")

34"

(33"

- 3

6")

40"

(39"

- 4

1")

18"

(16"

-18)

18"

TA-4

32" CLR MIN

(17" - 19")

18"

42"

(42

" M

IN)

( 12

" M

AX

)

(39"

- 4

1 ")

40"

39"

- 41

"

MIN

18"

33"

- 36

"

TA-04

32" CLR MIN

60"

CLR

(60

" M

IN)

33"

- 36

"

TA-0

1 LA

VA

TO

RY

MO

UN

TE

DS

OA

P D

ISP

EN

SE

R

NOTE: MOUNT SO ENDOF SPOUT EXTENDSOVER INNER EDGEOF BOWL

KNEE AND TOE CLEARANCEADA 2010, ANSI 117.1/2003

ACCESSIBLE TOILET STALL PLANDIMENSIONS IN (PARENTHESIS)INDICATE ADA 2010 AND ANSI117.1/2003 REQUIREMENTS UNLESSNOTED OTHERWISE

ACCESSIBLE TOILET STALL BACK WALL ELEVATIONDIMENSIONS IN (PARENTHESIS) INDICATE ADA 2010AND ANSI 117.1/2003 REQUIREMENTS UNLESSNOTED OTHERWISE

ACCESSIBLE TOILET STALL SIDE WALL ELEVATIONDIMENSIONS IN (PARENTHESIS) INDICATE ADA 2010AND ANSI 117.1/2003 REQUIREMENTS UNLESSNOTED OTHERWISE

ACCESSIBLE TOILET STALL SIDE WALL ELEVATIONDIMENSIONS IN (PARENTHESIS) INDICATE ADA 2010AND ANSI 117.1/2003 REQUIREMENTS UNLESSNOTED OTHERWISE

TA-05B

TA-05A

TA-05C(REQ'D BYANSI 117.1)

TA-05A

TA-05BTA-06

AMBULATORY TOILET STALL PLANDIMENSIONS IN (PARENTHESIS) INDICATE ADA 2010AND ANSI 117.1/2003 REQUIREMENTS UNLESSNOTED OTHERWISE. DIMENSIONS IN [BRACKETS]INDICATE ANSI 117.1/2003 REQUIREMENT- MORESTRINGENT THAN ADA

AMBULATORY TOILET STALL BACK WALL ELEVATIONDIMENSIONS IN (PARENTHESIS) INDICATE ADA 2010AND ANSI 117.1/2003 REQUIREMENTS UNLESS NOTEDOTHERWISE

ACCESSIBLE TOILET STALL SIDE WALL ELEVATIONDIMENSIONS IN (PARENTHESIS) INDICATE ADA 2010AND ANSI 117.1/2003 REQUIREMENTS UNLESSNOTED OTHERWISE

TA-0

2 W

ALL

MO

UN

TE

DS

OA

P D

ISP

EN

SE

R

TA-0

4 M

ULT

I RO

LL T

OIL

ET

PA

PE

R D

ISP

EN

SE

R

UN

OB

ST

RU

CT

ED

48"

MA

X A

DA

OB

ST

RU

CT

ED

46"

MA

X A

DA

A11

7.1

MA

X H

EIG

HT

SE

E C

HA

RT

FO

R

0.5"

48"

2"

46"

5"

42"

6"

40"

9"

36"

MAXIMUM REACH DEPTH

MAXIMUM REACH HEIGHT

MAXIMUM REACH DEPTH AND HEIGHTPAPER TOWEL SISPENSERS AND HAND DRYERSANSI A117.1/2003 TABLE 606.7

11"

34"

42"

(44"

MA

X)

15"

- 48

"

TA-0

3 W

ALL

MO

UN

TE

DP

AP

ER

TO

WE

L D

ISP

EN

SE

R

TA-1

9 M

OP

& B

RO

OM

HO

LDE

RS

72"

UR

INA

L

RIM

OF

LA

V

33 1

/2"

(34

" M

AX

)

CO

UN

TER

MO

UN

TED

LA

VA

TOR

Y

UR

INA

L

16 1

/2"

(17"

MA

X)

24"

30" CLR (MIN)

DR

INK

ING

FO

UN

TAIN

OR

EW

C

DR

INK

ING

FO

UN

TAIN

KN

EE

& T

OE

SP

AC

E

DR

INK

ING

FO

UN

TAIN

CLE

AR

FLO

OR

AR

EA

(27"

MIN

.)

(5" MAX) (15" MIN)

(27"

MIN

)

(9"

MIN

) 8" MIN

(11" MIN)

(5"

MA

X)

(15"

MIN

)

SP

OU

T O

UT

LET

42"

(38-

43")

SP

OU

T O

UT

LET

34"

(36"

MA

X)

34"

(36

" M

AX

)

30"

48"

1 1/

2" M

IN

SH

OW

ER

CO

NTR

OL

WA

LL

( 38

" M

IN)

( 48

" M

AX

)

MAX)

( 15"

CONTROL AREA

TR

AN

SFE

R T

YP

E S

HO

WE

RC

OM

PA

RTM

EN

T P

LAN

CONTROLWALL

SEATWALL

CLEARFLOORSPACE

(36"

MIN

)36

"

48" (48" MIN)

(MIN)

12" 36"

TA-05C(REQ'D BYANSI 117.1)

REQ'D BYANSI 117.1

TA-05C(REQ'D BYANSI 117.1)

REQ'D BYANSI 117.1

REQ'D BYANSI 117.1

34"

(33"

- 3

6")

18"TA-05D

TA-05C(REQ'D BYANSI 177.1)

REQ'D BYANSI 117.1

4" (

3" -

6")

CONTROLWALL

18"

TA-11

INSULATEPIPES

SH

OW

ER

CO

NTR

OL

WA

LL

CONTROLWALL

42"

* VERIFY HEIGHT IS APPROPRIATEFOR USERS, I.E. SHOWER HEADSFOR BASKETBALL PLAYERSSHOULD BE MOUNTED HIGHER

(17"

-19"

)

18"

TA

-11

SH

OW

ER

SE

AT

(4"

MA

X)

3 1/

2"

[36"]

40"

(LO

CA

TE

W/IN

CO

NT

RO

L A

RE

A)

ELE

CT

RIC

PA

NE

L O

RC

AB

INE

T

SP

EA

KE

R,

FIR

E A

LAR

M,

OR

ST

RO

BE

FIR

E H

OS

E,

EX

TIN

GU

ISH

ER

OR

CO

MB

INA

TIO

NC

AB

INE

T

FIR

EE

XT

ING

UIS

HE

R

SW

ITC

H

FIR

E A

LAR

MP

ULL

BO

X

TH

ER

MO

ST

AT

(48"

MA

X. T

O T

.O.

OP

ER

AB

LE P

AR

TS

-U

NO

BS

TR

UC

TE

D)

6'-8

"

7'-4

"

5'-4

"

5'-0

"

48"

U.N

.O.

SW

ITC

H O

RW

ALL

OU

TLE

TA

BO

VE

CO

UN

TE

R

44"

U.N

.O.

U.N

.O.

15"

( 48

" M

AX

)FIR

E E

XT

INQ

UIS

HE

R

(44"

MA

X. T

O T

.O.

OP

ER

AB

LE P

AR

TS

-O

BS

TR

UC

TE

D)

(15"

MIN

. TO

OP

ER

AB

LE P

AR

TS

)

WA

LL O

UT

LET

TA-2

2 T

OW

EL

HO

OK

S

TA-2

0 H

AN

D D

RY

ER

TA-1

4 D

IAP

ER

CH

AN

GIN

GS

TA

TIO

N

68"

TA-1

6A U

TIL

ITY

SH

ELF

48"

TA-1

6B U

TIL

ITY

SH

ELF

TA-16B

(48"

MA

X -

UN

OB

ST

RU

CT

ED

)

46"

33"

(34"

MA

X)

47 3

/4"

(48"

MA

X)

TA-1

5 C

OA

T H

OO

KS

(CO

NC

ES

SIO

N)

72"

12"

47 1

/2"

6" M

IN

+/- 6"

ACCESSPANEL (SEEPLANS)

TA-16A

TA-16B

TA-16B

TA-09

TA-09

3'-0"

TA-1

3A T

RA

SH

RE

CE

PT

AC

LE

37"

72"

+/-

12"

60"

TA-1

8 F

ULL

HE

IGH

T M

IRR

OR

TA-1

3B T

RA

SH

RE

CE

PT

AC

LE(T

RA

SH

CH

UT

E)

29"

2

© 2013 Rossetti Architects

Key Plan

Sheet Title

CAD FileProject Number

Sheet number

Project

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

1

3

4

5

6

7

8

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Consultant

Professional Seal

7400 Bay RoadUniversity Center, MI 48710

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Saginaw ValleyStateUniversity

Ryder CenterExpansion

2012-023.01

Mounting Heights

G-002

TOILET ACCESSORIES LEGEND

TA-01 LAVATORY MOUNTED SOAP DISPENSER O.P.C.I.TA-02 WALL/MIRROR MOUNTED SOAP DISPENSER O.P.C.I.TA-03 WALL MOUNTED PAPER TOWEL DISPENSER O.P.C.I.TA-04 TOILET PAPER DISPENSER O.P.C.I.TA-05A 42" GRAB BAR C.P.C.I.TA-05B 36" GRAB BAR C.P.C.I.TA-05C 18" VERTICAL GRAB BAR C.P.C.I.TA-05D SHOWER GRAB BAR C.P.C.I .TA-06 SANITARY NAPKIN DISPOSAL C.P.C.I .TA-07 TOILET SEAT COVER DISPENSER C.P.C.I.TA-08 COAT HOOKS (VISITOR LOCKER) C.P.C.I.TA-09 SHOWER CURTIAN ROD C.P.C.I.TA-10 SHOWER CURTIAN C.P.C.I.TA-11 SHOWER SEAT C.P.C.I.TA-12 MIRROR C.P.C.I.TA-13A 16" DIA GREY WASTE RECEPTACLE O.P.C.I.TA-13B WASTE RECEPTACLE AT COUNTER TRASH CHUTE C.P.C.I.TA-14 DIAPER CHANING STATION C.P.C.I.TA-15 COAT HOOK (CONCESSION) O.P.C.I.TA-16A 6" DEEP STAINLESS STEEL SHELF C.P.C.I.TA-16B 6" DEEP STAINLESS STEEL SHELF (ACCESSIBLE) C.P.C.I.TA-17 RECESSED WASTE RECEPTACLE C.P.C.I.TA-18 FULL HEIGHT GLASS MIRROR C.P.C.ITA-19 MOP & BROOM HOLDER C.P.C.ITA-20 HAND DRYER C.P.C.I.TA-21 SHOWER CURTIAN HOOK C.P.C.I.TA-22 TOWEL HOOK C.P.C.I.

No. Description Date1 DD Package 05/28/132 Permit Package 07/12/133 General Bids 08/02/13

FINISH LINE

DN

DN

DN

DN

FINISH LINE

J'

5'

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19 19

20

AL BCDEFGHJK

22

21

L.9

1

A-300

3

A-300

K.2

J.4

20.D21.A

1'-0"

8 1/

2" +

/-

1'-6

1/2

" +/

-

5" 6"

5"

0"

0"

1'-0"

1'-0"

2'-0

"

IN-SLAB GREASEINCEPTOR(REFER TO FSDWG'S)

* S

EE

NO

TE

B.5

21.B

3

A-530

1'-4

"

1'-0" 5'-8"

FROST SLAB (TYP.)(REFERTO STRUCT DWG'S)

ALI

GN

ALIGN

2'-0"5'-8"

2"

8 1/

2" +

/-

2'-0"

1'-0"

1'-5

"

0"

0"

* SE

E N

OTE

* SEE NOTE * = DIMENSION TO BE VERIFIED W/"ENLARGED FIELD LAYOUT" A-530

1'-4"

5'-8"

RECESSED FIELDEQUIPMENT (REFER A-530)

1'-0"

6"

2'-0

"

ALIGNA

LIG

N

9'-4

"

LINE OF PERIMETERINSULATION (BELOWSLAB) (TYP.)

COORDINATE ALL UNDERGROUNDELECTRICAL/PLUMBING/CABLINGPRIOR TO SLAB INSTALLATION

NOTE:

5'-8

"

(TY

P.)

4'-0

" M

IN.

EXISTING

033000.E033000.E

4"

FINISH FLOOR = 100'-0" (TO ALIGNW/ EXISTING). ALSO, COORDINATEW/ CIVIL DWG'S @ 595.60' F.F.

J'

6'

5'

7'

7

8

9

10

11

12

13

14

15

16

17

18

19

20

AL BCDEFGHJK

22

21

L.9

K.2 J.4

20.D21.A

6"

0" 0"5'-0

"

SLAB OPENINGS(REFER TO MECHDWG'S)

1:25

SLO

PE

PR

EC

AS

T

B.5

21.B

G-0034

8"

1'-2

"

6"

11" 0"

5'-9"1'

-0 1

/2"

4"

5"

7"

14' - 0"

12' - 0"

RAISED SLAB(COORDINATE W/MECH EQUIPMENT)(TYP.)

EXISTING

033000.E034100.C

SLAB OPENINGS(REFER TO MECHDWG'S)

NOTCH PRECASTTO ALLOW FORPIPING

J'

6'

5'

7'

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

AL BCDEFGHJK

22

21

L.9

CE

NT

ER

LIN

E to

CE

NT

ER

LIN

E

475'

-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"25

'-0"

25'-0

"22

'-6"

22'-6

"

3'-6

"

2'-2

" +/

-

2'-6" +/-

FA

CE

OF

EX

IST

ING

BR

ICKFACE OF EXISTING

K.2

J.4

20.D

1'-6

" +/

-

1'-6" +/- 1'-6" +/-

3'-11"

CENTER OF TRACK

21.A

1'-0

"4'

-6"

15'-7"

11'-1"

9'-4

"

8'-6"

B.5

21.B

L.12

18.5

19'-9"

11'-4

"

13'-9"

2'-8

"

OUTSIDE to OUTSIDE FACE OF COLUMN

245'-0"

21'-6" 22'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 22'-6"

EXISTING

FACE OF MAS.2'-3"

2'-0

"

EDGE OF PEMB

10"

EDGE OF PEMB

10"

ED

GE

OF

PE

MB

1'-4

"

FACE OF MAS.

FA

CE

OF

MA

S.

2'-0

"

1'-10"

ED

GE

OF

PE

MB

1'-4

"

COORDINATE W/ PEMB

CO

OR

DIN

AT

E W

/ PE

MB

F'

3'

K

21

L.9 K.2 J.4

20.D

21.A

6"

10"

6"11"

2'-6"

EXISTING STAIR

2"

E'

5'

4'

22

1'-6

"7"

6'-6

"

1"

CONCRETE SLAB (GROUND LEVEL)

CONCRETE TOPPING OVER PRE-CASTPLANK (MEZZANINE LEVEL)

- OR -

FROST SLAB

EXISTING BUILDING

Slab & Geometry Legend:

2

© 2013 Rossetti Architects

Key Plan

Sheet Title

CAD FileProject Number

Sheet number

Project

Material Keynotes:

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

1

3

4

5

6

7

8

2

1

3

4

5

6

7

8

Consultant

Professional Seal

7400 Bay RoadUniversity Center, MI 48710

C:\R

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12:

11:0

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Saginaw ValleyStateUniversity

Ryder CenterExpansion

2012-023.01

Composite Geometry Plans

G-003

Scale:Ref:

G-003 1/32" = 1'-0"

1 Ground Floor - Slab PlanScale:Ref:

G-003 1/32" = 1'-0"

2 Mezzanine Floor - Slab PlanScale:Ref:

G-003 1/32" = 1'-0"

3 Grid - Geometry Plan

Scale:Ref:

G-003 1/4" = 1'-0"G-003

4 Enlarged Mezzanine Slab

NORTH

Area 1(North)

Area 2(South)

Area 3(Existing)

033000.E CONCRETE FLOOR SLAB034100.C PC HOLLOW CORE

No. Description Date1 DD Package 05/28/132 Foundation Package 07/01/133 Addendum No. 1 - Fndn. Pckg. 07/11/134 Permit Package 07/12/135 General Bids 08/02/13