PROJECT NUMBER

DATE

TH

IS D

RA

WIN

G A

ND

TH

E D

ES

IGN

SH

OW

N T

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RE

ON

AR

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RO

PE

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.

STUDIO 2LR |

ARCHITECTURE + INTERIORS

STUDIO

2LR, IN

C.

801 GERVAIS ST. SUITE 201

COLUMBIA, SOUTH CAROLINA 29201

P 803.233.6602 F 802.233. 6613

STUDIO2LR.COM

CLIENT NAME

PROJECT NAME

LOCATION

SHEET NAME

SHEET NUMBER

USC PROJECT # CP00366430

STATE PROJECT # H27-6100

2/9

/201

5 1

2:2

8:0

7 P

M

14066

01/09/15

A001

USC LONGSTREET THEATRE

SHUTTER REPLACEMENT

EXISTING PHOTOS

UNIVERSITY OF SOUTH CAROLINA

ISSUED FOR BIDDING JANUARY 9, 2015

1300 GREENE STREET, COLUMBIA, SC

TYPICAL EXISTING SHUTTER ELEVATION

EXISTING WALL SET BACK

EXISTING SOUTH SIDE ELEVATION (NORTH SIDE SIMILAR, OPPOSITE HAND) EXISTING OPERABLE SHUTTER ELEVATION

REVISIONS

NO. DATE DESCRIPTION

FIE

LD

VE

RIF

Y

8' -

9"

3"

FIE

LD

VE

RIF

Y

6' -

7"

3"

FIE

LD

VE

RIF

Y

7' -

9"

FIE

LD

VE

RIF

Y

23

' - 7

"

A400

2

A400

4

A401

1

A401

3

FIE

LD

VE

RIF

Y

7' -

6"

FIELD VERIFY

5' - 9"

FIELD VERIFY

5' - 9"

MATCHLINE

MATCHLINE

SHUTTER 1

SHUTTER 2

SHUTTER 3

SHUTTER 4

EX

IST

ING

3"

2"

EQ

.3

"E

Q.

3"

EQ

.7

1/4

"

FIE

LD

VE

RIF

Y

8' -

9"

A401

7

MATCHLINE

1 1/4"

2"

EQ

.3

"E

Q.

3"

EQ

.7

1/4

"3

"

FIE

LD

VE

RIF

Y

8' -

9"

3

A400

2" EQ. 2" 2"EQ.2"2"EQ.2"2"EQ.2"

FIELD VERIFY

5' - 9"

6

A401

5

A401

7

A401

GROOVE OR JOINT. SEECONSTRUCTION NOTE #2.

MATCHLINE

5

A400

3 1

/2"

EQ

.5

1/2

"E

Q.

7 1

/4"

3"

FIE

LD

VE

RIF

Y

6' -

7"

3 1/4" EQ. 3 1/4" EQ. 3 1/4" EQ. 3 1/4"

FIELD VERIFY

5' - 9"

7

A401

6

A401

MATCHLINE

MATCHLINE

7

A401

3 1

/2"

EQ

.5

1/2

"E

Q.

7 1

/4"

3"

1 1/4"

FIE

LD

VE

RIF

Y

6' -

7"

A401

7

A401

7

MATCHLINE

MATCHLINE

PROJECT NUMBER

DATE

TH

IS D

RA

WIN

G A

ND

TH

E D

ES

IGN

SH

OW

N T

HE

RE

ON

AR

E P

RO

PE

RT

Y O

F S

TU

DIO

2L

R,

INC

. T

HE

RE

PR

OD

UC

TIO

N,

CO

PY

ING

, O

R O

TH

ER

US

E O

F T

HIS

DR

AW

ING

WIT

HO

UT

WR

ITT

EN

CO

NS

EN

T O

F S

TU

DIO

2L

R,

INC

. IS

PR

OH

IBIT

ED

AN

D I

NF

RIN

GE

ME

NT

S W

ILL

BE

SU

BJE

CT

TO

LE

GA

L A

CT

ION

.

STUDIO 2LR |

ARCHITECTURE + INTERIORS

STUDIO

2LR, IN

C.

801 GERVAIS ST. SUITE 201

COLUMBIA, SOUTH CAROLINA 29201

P 803.233.6602 F 802.233. 6613

STUDIO2LR.COM

CLIENT NAME

PROJECT NAME

LOCATION

SHEET NAME

SHEET NUMBER

USC PROJECT # CP00366430

STATE PROJECT # H27-6100

2/9

/201

5 1

2:2

8:1

0 P

M

14066

01/09/15

A400

USC LONGSTREET THEATRE

SHUTTER REPLACEMENT

ELEVATIONS

UNIVERSITY OF SOUTH CAROLINA

ISSUED FOR BIDDING JANUARY 9, 2015

1300 GREENE STREET, COLUMBIA, SC

1/2" = 1'-0"1

TYPICAL ELEVATION

1" = 1'-0"3

SECTION THROUGH SHUTTER 1 1" = 1'-0"

2SHUTTER 1

1" = 1'-0"4

SHUTTER 2 1" = 1'-0"5

SECTION THROUGH SHUTTER 2

QTY. - 10 FIXED

QTY. - 10 FIXED

FIELD INSTALLED ALUMINUM CONNCTIONTRIM, SEE CONSTRUCTION NOTE #1

1. PATCH AND REPAIR ALL EXISTING FINISHES DISTURBED OR DAMAGED DURINGDEMOLITION AND CONSTRUCTION. MATCH EXISTING FINISHES. PRIME AND PAINTWITH SHERWIN WILLIAMS "LOXON" SYSTEM. MATCH EXISTING COLOR.

2. ALL FASTENERS SHALL BE STAINLESS STEEL. THERE SHALL BE NO EXPOSEDFASTENERS USED IN THE INSTALLATION OF THIS SYSTEM.

GENERAL NOTES

1. REMOVE ALL EXISTING WOOD SHUTTERS AND WOOD SUB FRAME COMPLETE,INCLUDING ANY CAULKING. USE SPECIAL PRECAUTIONS TO NOT DAMAGE ANYEXISTING FINISHES.

DEMOLITION NOTES

1. THE DESIGN INTENT IS FOR THE 3" FIELD INSTALLED ALUMINUM CONNECTION TRIM TO BEINSTALLED AFTER EACH SHUTTER IS IN CLIPPED INTO PLACE, CONSECUTIVELY. THIS WILLALLOW THE CONTRACOR ROOM TO MAKE ADJUSTMENTS. IF THE CONTRACTOR USES ANALTERNATE METHOD OF INSTALLATION, THE METHOD MUST BE REVIEWED AND APPROVED BYTHE OWNER AND THE ARCHITECT.

2. AT FIXED SHUTTER PANELS IT IS THE INTENT TO HAVE THE LOOK OF FOUR INDIVIDUALPANELS. THIS CAN BE ACCOMPLISHED EITHER WITH A GROOVE IN THE PANEL OR AN ACUTALJOINT WHERE 2 PANELS ARE FIXED TOGETHER. IF THE CONTRACTOR USES AN ALTERNATEMETHOD OF INSTALLATION, THE METHOD MUST BE REVIEWED AND APPROVED BY THE OWNERAND THE ARCHITECT.

3. SUBFRAME TO BE EXTERIOR GRADE, PRESSURE TREATED 2X MEMBERS ANCHORED TOEXISTING WALL. ALL SUBFRAMING TO BE PAINTED FLAT BLACK.PROVIDE SHIM SPACE AND WEEPS AT BOTTOM OF SUBFRAME WHERE IT ATTACHES TO THEEXISTING WALL.

4. HARDWARE FOR OPERABLE SHUTTER:10 HINGES (5 HINGES PER LEAF) 4 PULLS (2 PER LEAF, 1 EXTERIOR AND 1 INTERIOR) 1 HASP

ALL HARDWARE SHALL BE POWDER COATED 304 STAINLESS STEEL

5. PROVIDE INSECT SCREENING AT THE BACK OF ALL SHUTTERS WITH THE EXCEPTION OF THEOPERABLE SHUTTERS, WHICH WILL RECEIVE NO BACKING.

6. ANY EXISTING STUCCO DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BEREPAIRED WITH THE FOLLOWING STUCCO MIXES. CONTRACTOR SHALL VERIFY TYPE OFSTUCCO TO BE REPAIRED PRIOR TO COMMENCEMENT.

1. FOR MODERN STUCCO: A MIX OF 1 PART TYPE M MASONRY CEMENT AND 3.4 PARTS LOCAL AGGREGATE.

TYPE M MASONRY CEMENT - GUARANTEED SUPPLY COMPANY 1850 SHOP ROAD COLUMBIA, SC 803.-212-1626

WASHED FINE GRAINED MASONRY SAND - B&T SAND MINE (MEADORS SAND LIBRARY #10) 5960 EDMUND HWY. LEXINGTON SC 803-955-0771

2. FOR HISTORIC STUCCO: A MIX OF 1 PART LIME AND 2.5 PARTS LOCAL AGGREGATE.

TYPE S HYDRATED LIME - GUARANTEED SUPPLY COMPANY 1850 SHOP ROAD COLUMBIA, SC 803-212-1626

WASHED FINE GRAIN MASONRY SAND - LUGOFF SAND MINE (MEADORS SAND LIBRARY #11) 1428 FORT JACKSON ROAD LUGOFF, SC 803-771-6150

ALL PARTS SHALL BE MIXED BY VOLUME AND NOT BY WEIGHT. DRY INGREDIENTS SHOULD BEWELL MIXED PRIOR TO ADDING WATER. CURED SAMPLES SHALL BE COMPARED TO THEORIGINAL TO ENSURE AN AESTHETIC MATCH.

7. CONTRACTOR SHALL FIELD VERIFY ALL MASONRY OPENINGS PRIOR TO ORDERING ANDFABRICATING METAL SHUTTERS TO PROVIDE CONTINUOUS AND CONSISTANT GAP BETWEENSHUTTERS AND MASONRY OPENINGS.

8. CONTRACTOR SHALL FURNISH AND INSTALL ONE FULL SIZE MOCK UP, IN ONE BAY OF THEBUILDING (EAST SIDE), WHICH IF APPROVED SHALL REMAIN AS PART OF THE PROJECT ANDSERVE AS A STANDARD OF QUALITY AND WORKMANSHIP.

CONSTRUCTION NOTES

1 3/4" ALUMINUM LOUVER, TYP.

ALUMINUM STILES AND RAILS, TYP.

FIELD INSTALLED ALUMINUM CONNCTIONTRIM, SEE CONSTRUCTION NOTE #1

1 3/4" ALUMINUM LOUVER,TYP.

ALUMINUM STILES AND RAILS, TYP.

REVISIONS

NO. DATE DESCRIPTION

2"

EQ

.3

"E

Q.

3"

EQ

.7

1/4

"

FIE

LD

VE

RIF

Y

7' -

9"

2" EQ. 2"

2

A401

EQ.2"2"EQ.2" 2" 2" EQ. 2"

FIELD VERIFY

5' - 9"

6

A401

9

A401

7

A401

GROOVE OR JOINT. SEE

CONSTRUCTION NOTE #2.

MATCHLINE

FIE

LD

VE

RIF

Y

7' -

9"

1 1/4"

7 1

/4"

EQ

.3

"E

Q.

3"

EQ

.2

"3

"

MATCHLINE

3"

EQ

.3

"E

Q.

3"

EQ

.5

1/2

"

FIE

LD

VE

RIF

Y

7' -

6"

1 1/4"

3"

EQ

.3

"E

Q.

3"

EQ

.5

1/2

"

FIE

LD

VE

RIF

Y

7' -

6"

FIELD VERIFY

5' - 9"

4

A401

10

A401

5

A401

SIM.

6

A401

9

A401

2" EQ. 2" 2" EQ. 2" 2" EQ. 2" 2" EQ. 2"

8

A401

SWING AT OPERABLE SHUTTER ONLY

AT FIXED SHUTTERS

GROOVE OR JOINT. SEE

CONSTRUCTION NOTE #2.

ACTUAL JOINT AT OPERABLE SHUTTERS

AT FIXED

SHUTTERS

AT OPERABLE

SHUTTERS

P.T. 2X BLOCKING - PAINT

FLAT BLACK, TYP.

EXISTING MASONRY WALL

INSECT SCREEN AT BACK

OF SHUTTER

ALUMINUM SHUTTER W/

1 3/4" LOUVERS, TYP.

EXISTING CORNICE

BEYOND

SEE GENERAL

NOTE 1

BLACK, POWDER

COATED, STAINLESS

STEEL Z CLIPS

1/2

"70.0

0° F

IEL

D V

ER

IFY

10

1/2

"

1 1

/4"

P.T. 2X BLOCKING -

PAINT FLAT BLACK, TYP.

ALUMINUM SHUTTER

EXISTING WALL

SEE GENERAL NOTE 1

BLACK, POWDER COATED,

STAINLESS STEEL Z CLIP,

TYP.

ANCHOR TO EXISTING

MASONRY WALL

TYP. BOTH SIDES

1/2"

P.T. 2X BLOCKING-

PAINTED BLACK, TYP.

EXISTING WALL

INSECT SCREEN AT

BACK OF SHUTTER

ALUMINUM TRIM -

SEE CONSTRUCTION

NOTE #1

ALUMINUM

SHUTTER

ALUMINUM

SHUTTER

SEE GENERAL NOTE #1

BLACK, POWDER COATED,

STAINLESS Z CLIPS, TYP.

P.T. 2X BLOCKING -

PAINT FLAT BLACK

EXISTING WALL

INSECT SCREEN AT

BACK OF SHUTTER ALUMINUM SHUTTER

SEE GENERAL NOTE 1

STAINLESS STEEL CLIPS

PLASTIC SHIMS AND WEEPS

4 1/8"

1/2

"

CLIP DEPTH 1 1/4"

EXISTING WALL

OPERABLE ALUMINUM

SHUTTER

EXISTING WINDOW

TO REMAIN

SEE GENERAL NOTE 1

BLACK POWDER COATED 304

STAINLESS STEEL PULLS

BEYOND - COORDINATE

LOCATION ON SHUTTER WITH

EGRESS REQUIREMENTS

F.V

.

10

1/2

"

ALUMINUM SHUTTER

EXISTING WINDOW

SEE GENERAL NOTE 1

HINGE - TYPICAL 4 EACH

OPERABLE SHUTTER LEAF

EXISTING WALL

INSECT SCREEN AT

BACK OF SHUTTER

MATCH EXISTING WIDTH

PROJECT NUMBER

DATE

TH

IS D

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TH

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IGN

SH

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AR

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F S

TU

DIO

2L

R,

INC

. T

HE

RE

PR

OD

UC

TIO

N,

CO

PY

ING

, O

R O

TH

ER

US

E O

F T

HIS

DR

AW

ING

WIT

HO

UT

WR

ITT

EN

CO

NS

EN

T O

F S

TU

DIO

2L

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INC

. IS

PR

OH

IBIT

ED

AN

D I

NF

RIN

GE

ME

NT

S W

ILL

BE

SU

BJE

CT

TO

LE

GA

L A

CT

ION

.

STUDIO 2LR |

ARCHITECTURE + INTERIORS

STUDIO

2LR, IN

C.

801 GERVAIS ST. SUITE 201

COLUMBIA, SOUTH CAROLINA 29201

P 803.233.6602 F 802.233. 6613

STUDIO2LR.COM

CLIENT NAME

PROJECT NAME

LOCATION

SHEET NAME

SHEET NUMBER

USC PROJECT # CP00366430

STATE PROJECT # H27-6100

2/9

/201

5 1

2:2

8:1

2 P

M

14066

01/09/15

A401

USC LONGSTREET THEATRE

SHUTTER REPLACEMENT

ELEVATIONS

UNIVERSITY OF SOUTH CAROLINA

ISSUED FOR BIDDING JANUARY 9, 2015

1300 GREENE STREET, COLUMBIA, SC

1" = 1'-0"1

SHUTTER 3

1" = 1'-0"2

SECTION THROUGH SHUTTER 3

1" = 1'-0"4

SECTION THROUGH SHUTTER 4

1" = 1'-0"3

SHUTTER 4

QTY. - 10 FIXED

QTY. 8 - 7 FIXED,

1 OPERABLE

3" = 1'-0"5

HEAD - H1

3" = 1'-0"6

JAMB - J1

3" = 1'-0"7

MULLION - M1

3" = 1'-0"9

SILL - S1

3" = 1'-0"10

SILL - S2

AT OPERABLE SHUTTERAT FIXED SHUTTERS

3" = 1'-0"8

JAMB - J2

AT OPERABLE SHUTTERS

AT FIXED SHUTTERS

FIELD INSTALLED ALUMINUM CONNECTION

TRIM, SEE CONSTRUCTION NOTE #1

1 3/4" ALUMINUM LOUVER, TYP.

ALUMINUM STILES AND RAILS, TYP.

PULLS AT OPERABLE

SHUTTERS

AT OPERABLE SHUTTER

BLACK, POWDER COATED,

STAINLESS STEEL J CLIP

REVISIONS

NO. DATE DESCRIPTION

DRAWING CONVENTIONS

N

A

1

View Name

1/8" = 1'-0"1

1

A101

LEVEL NAME

ELEVATION

1

A101

1

A101

1

A101

A101

A

B

C

D

REFERENCE SYMBOLSIDENTITY SYMBOLS LINE SYMBOLS

CENTER LINE

DEMOLISHED

HIDDEN

OVERHEAD

PROPERTY LINE

1 HOUR RATING

2 HOUR RATING

3 HOUR RATING

4 HOUR RATING

EXIT SEPARATION

1

2' -

0"

2' -

0"

MATCH LINE

12

6

A401

2

BUILDING SECTION

WALL SECTION

ELEVATION

INTERIOR ELEVATION

EXTERIOR ELEVATION

DIMENSION CONVENTIONS

SLOPE CONVENTION

COLUMN GRID

BLOWUP DETAIL

VIEW INDICATOR

NORTH ARROW

ELEVATION INDICATOR

REVISION CLOUD

# POUND OR NUMBER& AND@ ATA.C.T. ACOUSTICAL CEILING TILEA.F.F ABOVE FINISHED FLOORALUM. ALUMIMUMANOD. ANNODIZEDAPPROX. APPROXIMATEB.O. BOTTOM OFC.I.P. CAST IN PLACEC.J. CONTROL JOINTCLG. CEILINGCLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONT. CONTINUOUSCPT. CARPETC.T. CERAMIC TILEDEMO DEMOLISHDIA. DIAMETERDIM. DIMENSIONDIMS. DIMENSIONSDN. DOWNDR. DOORDWG. DRAWINGEA. EACHELEC. ELECTRICALELEV. ELEVATION OR ELEVATOREPDM ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)EQ. EQUALEXIST. EXISTINGEXP. JT.EXPANSION JOINTEXT. EXTERIORE.W.C. ELECTRIC WATER COOLERF.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETFLR. FLOOR

F.O. FACE OFGA. GAUGEGALV. GALVENIZEDGYP. GYPSUMGYP. BRD. GYPSUM WALLBOARDH. HIGHH.M. HOLLOW METALHVAC HEATING, VENTILATION, AND AIR CONDITIONINGINSUL. INSULATIONMAX. MAXIMUMM.O. MASONRY OPENINGMECH. MECHANICALMIN. MINIMUMMTL. METALN.I.C. NOT IN CONTRACTNO. NUMBERNOM. NOMINALO.C. ON CENTERO.H. OVERHEADOPP. HAND OPPOSITE HANDPLYWD. PLYWOODP.T. PRESSURE TREATEDPVC POLYVINYL CHLORIDER.C.P. REFLECTED CEILING PLANR.D. ROOF DRAINREQD. REQUIREDRM. ROOMSIM. SIMILARSS STAINLESS STEELSTL. STEELSTRUCT. STRUCTURALT&G TONGUE AND GROOVETELE. TELEPHONETLT. TOILETT.O. TOP OFT.O.S. TOP OF STEELTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDV.I.F. VERIFY IN FIELDW/ WITHWD. WOOD

ABBREVIATIONS

PROJECT NUMBER

DATE

TH

IS D

RA

WIN

G A

ND

TH

E D

ES

IGN

SH

OW

N T

HE

RE

ON

AR

E P

RO

PE

RT

Y O

F S

TU

DIO

2L

R,

INC

. T

HE

RE

PR

OD

UC

TIO

N,

CO

PY

ING

, O

R O

TH

ER

US

E O

F T

HIS

DR

AW

ING

WIT

HO

UT

WR

ITT

EN

CO

NS

EN

T O

F S

TU

DIO

2L

R,

INC

. IS

PR

OH

IBIT

ED

AN

D I

NF

RIN

GE

ME

NT

S W

ILL

BE

SU

BJE

CT

TO

LE

GA

L A

CT

ION

.

STUDIO 2LR |

ARCHITECTURE + INTERIORS

STUDIO

2LR, IN

C.

801 GERVAIS ST. SUITE 201

COLUMBIA, SOUTH CAROLINA 29201

P 803.233.6602 F 802.233. 6613

STUDIO2LR.COM

CLIENT NAME

PROJECT NAME

LOCATION

SHEET NAME

SHEET NUMBER

USC PROJECT # CP00366430

STATE PROJECT # H27-6100

2/9

/201

5 1

2:2

8:1

6 P

M

14066

01/09/15

CVR

USC LONGSTREET THEATRE

SHUTTER REPLACEMENT

COVER SHEET

UNIVERSITY OF SOUTH CAROLINA

ISSUED FOR BIDDING JANUARY 9, 2015

1300 GREENE STREET, COLUMBIA, SC

DRAWING LIST

SHEET NO. Sheet Name

GENERAL

CVR COVER SHEET

ARCHITECTURAL

A001 EXISTING PHOTOS

A400 ELEVATIONS

A401 ELEVATIONS

LOCAL MAP

SHUTTER REPLACEMENTUSC DM12 LONGSTREET THEATRE EXTERIOR REPAIRS

1300 GREENE STREET COLUMBIA, SOUTH CAROLINA 29208

NOT TO SCALE

1300 GREENE ST.USC LONGSTREET

THEATRE

REVISIONS

NO. DATE DESCRIPTION