1 2 3 4 5 CORBETT CENTER COURTYARD PATIO RENOVATION · ch= 1'-0" ceiling tag symbol height indication (above respective floor level elevation) detail sheet number sheet number building

PROJECTION (PLAN / ELEVATION)

MEMBRANE ROOFING

STUCCO

CUT (SECTION)

CONCRETE

EARTH

RIGID INSULATION

BATT INSULATION

WOOD BLOCKING

SPRAYED INSULATION

EXISTING TO REMAIN

CMU

BUILDING SECTION SYMBOL WALL SECTION SYMBOL

ELEVATION SYMBOLS REFERENCE KEYNOTE SYMBOL

A101

1SIM

DETAIL SYMBOL

A101

1SIM

SIMILAR, TYPICAL, OR MIRRORED REFERENCE

SIMILAR, TYPICAL, OR MIRRORED REFERENCE

SPOT DIMENSIONS

HEIGHT INDICATION (ABOVE RESPECTIVE GROUND FLOOR LEVEL

ELEVATION)0'-0"

WINDOW/ DOOR TAG SYMBOLS

WALL TAG SYMBOL

PARTITION TYPE

1,234 SF

12

ROOM NUMBER

AREA

OCCUPANT LOAD

ROOM TAG SYMBOL

Room name101

150 SF

CH= 1'-0"

CEILING TAG SYMBOL

HEIGHT INDICATION (ABOVE RESPECTIVE FLOOR LEVEL ELEVATION)

DETAIL

SHEET NUMBER

SHEET NUMBER

BUILDING SECTIONNUMBER

SHEET NUMBER

DETAIL

SHEET NUMBER

BUILDING SECTION NUMBER

SHEET NUMBER

ELEVATION NUMBER

A1 A101

E3/A504

DETAIL / SHEET #E3

/A

50

4

A101

1SIM

A101

1SIM

A101

1SIM

1

A101

1t

A DOOR TAG

1tWINDOW TAG

DIVISION 00 -SHEET

KEYNOTES

KEYED NOTE - REFERS TO KEYNOTE LEGEND

ON EACH SHEET

PROJECT LOCATION1600 INTERNATIONAL MALLLAS CRUCES, NM 88003

STEWART ST.

INTERNATIONAL MALL

E. UNIVERSITY AVE.

JO

RD

AN

RD

.

S. L

OC

US

T S

T

This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.

Copyright 2017 © Williams Design Group, Inc. All rights reserved.

WILLIAMS DESIGN GROUP INC1014 SOUTH MAIN STREETLAS CRUCESNEW MEXICO 88005P. 575.528.0022F. 575.528.0023

SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

G001

COVER SHEET

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

DRAWING INDEX

VICINITY MAP

ARCHITECTURAL

AD01 DEMOLITION PLAN

A101 FIRST FLOOR PLAN WALL TYPES & DOOR TYPES

A102 EQUIPMENT PLAN & EQUIPMENT SCHEDULE

A103 ENLARGED FLOOR PLAN & DETAILS

A110 FLOOR SLAB PLAN

A121 FIRST FLOOR REFLECTED CEILING PLAN

A131 ROOF PLAN & ROOF DETAILS

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS & DETAILS

A510 DETAILS

CORBETT CENTER COURTYARD PATIO RENOVATION

COVER G-SHEETS

G001 COVER SHEET

G002 CODE REVIEW DATA / EXITING PLAN

G003 ACCESSIBLE MOUNTING HEIGHTS

G004 OUTLINE SPECIFICATIONS

G005 OUTLINE SPECIFICATIONS

NMSU CORBETT CENTER STUDENT UNION1600 INTERNATIONAL MALL

LAS CRUCES, NM 88003

PLUMBING

P100 PLUMBING GENERAL NOTES

P200 DOMESTIC WATER PLUMBING PLAN

P201 SEWER & VENT PLUMBING PLAN

P300 PLUMBING DETAILS

ELECTRICAL

E100 ELECTRICAL GENERAL NOTES

E200 LIGHTING PLAN

E201 POWER PLAN

E300 ELECTRICAL DETAILS

2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 NM COMMERCIAL CODES2012 NM PLUMBING CODE2012 UNIFORM MECHANICAL CODE2012 NM MECHANICAL CODE2014 NATIONAL ELECTRICAL CODE2014 NM ELECTRICAL CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE2003 INTERNATIONAL FIRE CODE

DESIGN CODES

MATERIAL LEGEND

SYMBOL LEGEND

50% CONSTRUCTION DOCUMENTS

JUNE 7, 2018

OWNER:NEW MEXICO STATE UNIVERSITYNMSU FACILITIES & SERVICES1530 WELLS STLAS CRUCES, NM 88003

CONTACT: ORASA VAUGHTPH: (575) 646-4549

CONSULTANTS:

ARCHITECT:

WDG ARCHITECTS WILLIAMS DESIGN GROUP, INC

1014 SOUTH MAIN STREETLAS CRUCES, NM 88005

P. (575) 528 - 0022F. (575) 528 - 0023

CONTACT: DAVID CLARKE

MECHANICAL, ELECTRICAL

RAXIS ENGINEERING3800 N. MESAEL PASO, TX. 79902

CONTACT: JOSE MORALESPH: (915) 539-2515

SCOPE OF WORK

Mark

Date

Description

H101C

HALLWAY

S116I

KITCHENSTORAGE

E116J

ELECTRICALROOM

S116H

STORAGE

144

TAOSDINING HALL

144

TAOSDINING HALL

130

DINING SERVICES

130B

DINING SERVICESOFFICE

130D


130C


R131

MEN'SRESTROOM

R133

WOMEN'SRESTROOM

J135

JANITORCLOSET

137C

137

R139

GENDER NEUTRALRESTROOM

R141

GENDER NEUTRALRESTROOM

0

EAST COURT

148

AGGIEUNDERGROUND

H146

EASTLOBBY

144A

SIERRAMEETING ROOM

S148A

STORAGE

S125A

WALK-INCOOLER

S125

DRY STORAGE

S125B

STORAGE

S124B

STORAGE

1ST2

STAIR 2

124C

OFFICE

E124A

ELECTRICALCLOSET

132

TAOSDINING HALL

1ST3

STAIR 3

E137B

137A

H143

VESTIBULE

UP

UP

UP

UP

7'-7"

116I 116J116H

116

136 144

130

130A

130C130E

131

133

135 137A

137A.1

137B

137C

137C.1

139 141

0 148

146

144B

148A

124C

124A

124BB 124B

1ST2

124H

124J

132

1ST3

137B.1

107'-0"

186'-0"

217'-0"

115'-0"

143'-0"

STAIR 2

STAIR 3

X 04

X 05

X 10

X 11

X 09

X 08

X 07

STAIR 9

AIR

OUT

DC

AIR

IN

255178179

178

A

680

340

B

8

100

101

2

102

110

279

EXISTING EGRESS PATH (UNMODIFIED)

357

534

OCCUPANCY CLASSIFICATION: A-2 ASSEMBY

FUNCTION OF SPACE: ASSEMBLY (UNCONCENTRATED TABLES AND CHAIRS)

OCCUPANT LOAD FACTOR: 15 NET

NET FLOOR AREA: 3,012 SF

OCCUPANT LOAD: 201

OCCUPANCY CLASSIFICATION: A-2 ASSEMBY

FUNCTION OF SPACE: KITCHENS, COMMERCIAL

OCCUPANT LOAD FACTOR: 200 GROSS

GROSS AREA: 333 GSF

OCCUPANT LOAD: 2

LOCATION OF PUBLIC TOILET FACILITIES LOCATION OF PUBLIC DRINKING FOUNTAINS

MAXIMUM TRAVEL DISTANCE TO EXIT: 160'-0"

PROJECT TYPE:TENANT IMPROVEMENT

CLASSIFICATION OF WORK:ALTERATION - LEVEL 2Per IBC 2015 - 304.1OCCUPANCY CLASSIFICATION: A-2 (TAVERNS AND BARS)

EXISTING CONSTRUCTION TYPE : IBNET FLOOR AREA: 4,292 SF

BUILDING AREA MODIFICATIONS

NO CHANGE IN AREA

EXIT WIDTH REQUIREMENTS - Per IBC 2015 1005.3.2

TOTAL OCCUPANT LOAD (NEW WORK): 203 OCCUPANTSTOTAL OCCUPANT LOAD (EXISTING) SHARING PATH OF TRAVEL W/ NEW WORK: 441 OCCUPANTS

TOTAL PROJECT OCCUPANT LOAD: 644 OCCUPANTS

-REQUIRED EXIT WIDTH (644 X .2) 128.8 INCHES

-ACTUAL EXIT DOOR WIDTH 204 INCHES

Per IBC 2015 506.3.3 - Equation 5-5

EXIT TRAVEL DISTANCE REQUIREMENTS - Per IBC 2015 1017.2

OCCUPANCY CLASSIFICATION A (NONSPRINKLERED) :200'-0" MAX DISTANCE

SEPARATION REQUIREMENTS - (IBC 2015)

Per IBC 2015 TABLE 508.4

NO SEPARATION REQUIREMENT BETWEEN A-OCCUPANCY AND A-OCCUPANCY

OCCUPANT LOAD FACTOR - Per IBC 2015 1004.1.2

ASSEMBLY A-2 (UNCONCENTRATED TABLES AND CHAIRS) - 15 NSF/OCCUPANTKITCHENS, COMMERCIAL - 200 GSF/OCCUPANT

STAIRWAY WIDTH REQUIREMENTS - Per IBC 2015 1009.3

NOT APPLICABLE

EXIT CORRDOR WIDTH REQUIREMENTS - Per IBC 2015 1020.2

"ANY FACILITY NOT LISTED"

REQUIRED: 44" CLEAR WIDTH PROVIDED: 102" MIN. CLEAR WIDTH

MEANS OF EGRESS - Per IEBC 2015 704 & 805.2

704.1 "ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS."

805.2 "MEANS OF EGRESS CONFORMING TO THE REQUIRMENTS OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS CONSTRUCTED SHALL BE CONSIDERED COMPLIANT IF, IN THE OPINION OF THE CODE OFFICIAL, THEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE"

NOTE: ALL ALTERATIONS MAINTAIN THE LEVEL OF PROTECTION PROVIDED FOR THE MEANS OF EGRESS. ALTERATIONS DO NOT AFFECT THE CONFIGURATION OF AREAS UTLIZED AS REFUGE AREAS.

CODE REVIEW

FIRE PROTECTION - Per IEBC 2015 804.2.2

AUTOMATIC SPRINKLER SYSTEMS ARE NOT REQUIRED DUE TO EXCEPTION 2 (THE WORK AREA DOES NOT EXCEED 50 PERCENT OF THE FLOOR AREA.

TOTAL OCCUPANT LOAD (NEW WORK)

ASSEMBLY A-2 (UNCONCENTRATED TABLES AND CHAIRS):201KITCHENS, COMMERCIAL: 2

TOTAL OCCUPANT LOAD: 203

ACCESSIBLE MEANS OF EGRESS - Per IBC 2015 1009.1

EXCEPTION 1: "ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING BUILDINGS.

EXIT AND EXIT ACCESS - Per IBC 2015 1007.1.1

EXIT ACCESS DOORWAYS...SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGHT OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED.

DIAGONAL DIMENSION OF SPACE: 88'-6"EXIT ACCESS DOORWAY DISTANCE: 62'-9"

PLUMBING REQUIREMENTS:

USE REQUIRED PROVIDED (PUBLIC FACILITIES)

102 WOMEN102 MEN

TOTAL OCCUPANT LOAD (203) =

(IBC 2015 CHAPTER 29: TABLE 2902.1)

W.C. LAV. W.C. LAV.MEN 3 3 16 8WOMEN 3 3 16 6

DRINKING FOUNTAINS REQUIRED PROVIDED (PUBLIC D.F.) OCCUPANTS 203 1 2

SERVICE SINK REQUIRED PROVIDED (SHARED FACILITY) 1 1

ASSEMBLY A-2:

# OCCUPANT LOAD OF SPACE

# PRE-DETERMINED OCCUPANT LOAD OF EXISTING SPACE

COMBINED OCCUPANT LOADS#

# COMBINED PRE-DETERMINED OCCUPANT LOADS OF EXISTING SPACE

EXIT IDENTIFICATION TAGA# CAPACITY OF CLEAR OPENING

(NUMBER OF OCCUPANTS)

DIRECTION OF TRAVEL

LEGEND This document may not be reproduced in whole or part by any means, electronic or otherwise without the explicit written permission of Williams Design Group, Inc. All reports, plans, specifications, computer files, field data and other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect. The Architect shall retain all common law, statutory, and other reserved rights, including the copyright thereto.



SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

G002

CODE REVIEW DATA

/ EXITING PLAN

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

1/16" = 1'-0"G002A2 LIFE SAFETY DIAGRAM

PROJECT NORTH

Mark

Date

Description

Max.

10"

15

" M

in.

48

" M

ax.

34

" M

ax.

10" - 24"

46

" M

ax.

CLEAR TURNING CIRCLE

60" DIAMETER

CLEAR FLOOR AREA

CLEAR FLOOR AREA

30"

48"

12" 36" 12"

24"

36"

T-SHAPED TURNING SPACE

URINALSLAVATORIESWATER CLOSETS

ALIGN CENTER ON FIXTURE

WRAP HOT & WASTE WATER PIPING WITH INSULATION

ADULTHC

ADULT

RE

FLE

CT

IVE

S

UR

FA

CE

EQ EQ

SIN

K R

IM L

EV

EL

34"

EQ EQ

CLEAR

30"

TO

BO

T. O

F

34"

17"-20"

27"

TO

SIN

K R

IM

34"

8"

11"

17"-25"

9"

TO

SP

OU

T

36"

CLR MIN TYP

30"

EQ EQ

TO

SP

OU

T

42"

MA

X T

O A

IR O

UT

LE

T

44"

INSTALL AS LOW AS POSSIBLE; PREFERED MOUNTING TO HAVE BOTTOM OF MIRROR AT SINK RIM LEVEL

EHD SDMI36

PD

DF

DF

19" MAX

30"

MIN

48" MIN.

1

1 22

TO

SP

OU

T

40"

MA

X T

O T

OP

OF

LE

VE

R

44"

FLUSH CONTROL AT OPEN SIDE

TO

RIM

34"

17"

7"-9" 13"

12" MAX

42"

40"

40"

18"

1-1

/2"

MIN

17"

36"

6" MAX

40"

18"

34"

24"

18"

MA

X

17"

CLEAR

30"T

O T

OP

OF

CO

NT

RO

LS

48"

MA

X

EQ EQ

TDSND

GB42

GB

18

GB36

TD

GB42

GB

18

GB36

MIN

.

5'-0

"

MIN.5'-0"

1'-6" 3'-0" 6"

1'-6"

3'-6

"1

'-0

"

4'-6"

MIN

.

CLEAR FLOOR SPACE

4

3

3 4

FR

OM

FLO

OR

2'-9

" M

AX

.

BABY CHANGING STATION

TO

WO

RK

S

UR

FA

CE

W

HE

N IN

O

PE

N

PO

SIT

ION

ABBREVIATION LEGENDRS: ROOM SIGNAGERH: ROBE HOOKSR: SHOWER CURTAIN RODTB: TOWEL BARSK: SINKMI: MIRRORTP: TOILET PAPER DISPENSERSND: SANITARY NAPKIN DISPOSALGB42: GRAB BAR- 42" LONGGB36: GRAB BAR- 36" LONGGB18: VERTICAL GRAB BAR - 18" LONGEHD: ELECTRIC HAND DRYERSD: SOAP DISPENSERPD: PAPER TOWEL DISPENSERDF: DRINKING FOUNTAINFE: FIRE EXTINGUISHERWC: WATER CLOSETUR: URINAL

TO

CE

NT

ER

LIN

E O

F E

XT

ING

UIS

HE

R B

RA

CK

ET

4'-0

"

5'-0

" M

AX

.

FIRE EXTINGUISHER CABINET BODY

FIRE EXTINGUISHER CABINET WALL TRIM

5/8" GYPSUM WALL BOARD

METAL STUD

METAL STUD AS CHEDULED. PROVIDE FIRE RATING AS SCHEDULED

5/8" GYPSUM WALL BOARD




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

G003

ACCESSIBLE

MOUNTING HEIGHTS

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

1/2" = 1'-0"G003B4 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

3/8" = 1'-0"G003A5 01 FLOOR AREA DIAGRAMS

1/2" = 1'-0"G003B1 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

1/2" = 1'-0"G003A1 TYPICAL ADA MOUNTING HEIGHTS (ADULT)

3/4" = 1'-0"G003C1 FEC MOUNTING DETAIL

1 1/2" = 1'-0"G003C2 FIRE EXTINGUISHER CABINET DETAIL

Mark

Date

Description

UP

D3

A301

A3

A301

A1 A201

4069 SF

EXISTINGCOURTYARD

C100

248 SF

NEW BAR AREAC100B

A103

A1

02 41 00.D1

02 41 00.D4

02 41 00.D3

02 41 00.D5

02 00 00.01

02 41 00.D4

02 41 00.D4

02 00 00.01

02 00 00.01

02 00 00.01

02 00 00.01

02 41 00.D6

02 41 00.D6

02 41 00.D6

02 41 00.D2

02 41 00.D2

02 41 00.D8

02 41 00.D8

02 41 00.D7

02 41 00.D7

B4

AD

01

A4

AD

01

FIRST FLOOR0' - 0"

02 41 00.D702 41 00.D702 41 00.D702 41 00.D7

NICHE NICHE

NICHE NICHE

14

'-0

"

5'-10

"2

'-8

"

1'-0

"1

'-0

"

3'-6

"

10 1/2"

4'-4"

1'-2 1/2"

13'-2"

1'-2 1/2"

4'-4"

10 1/2"

8'-11

"

FIRST FLOOR0' - 0"

1'-3" 3'-6" 1'-0" 13'-2" 1'-0" 3'-6" 1'-3"

8'-11

"

10"

4'-2

"3

'-11

"

10"

4'-2

"3

'-11

"

A. DIMENSIONS ARE NOMINAL FROM FACE OF EXISTING.B. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS

AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES.C. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS DURING CONSTRUCTION

TO PROVIDE DUST CONTROL AND SHALL COORDINATE WITH OWNER/ARCHITECT.D. CONTRACTOR SHALL PROTECT ALL EXISTING TO REMAIN ITEMS WITHIN WORK

AREA TO PREVENT DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY ITEMS THAT HAVE BEEN DAMAGED DURING CONSTRUCTION.

E. CONTRACTOR SHALL COORDINATE SITE ACCESS AND STAGING AREA WITH OWNER/ARCHITECT.

F. REMAINING WALLS SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING FINISHES AFTER DEMOLITION/ RENOVATION.

G. THE CONTRACTOR SHALL REPAIR AND REPLACE ANY ITEM OR SURFACE DAMAGED BY THE WORK, OR AS REQUIRED BY NEW INSTALLATION.

H. ALL DEMOLISHED MATERIALS TO BE REMOVED FROM SITE. U.N.O.I. CONTRACTOR SHALL KEEP ALL EXISTING EXIT WAYS CLEAR AND OPEN DURING

CONSTRUCTION

N




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

KEY PLAN

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

AD01

DEMOLITION PLAN

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

3/16" = 1'-0"AD01A1 FIRST FLOOR DEMOLITION PLAN

PROJECT NORTH

DEMO KEYED NOTES02 00 00.01 EXISTING CONSTRUCTION TO REMAIN

02 00 00.03 EXISTING EIFS WALL TO REMAIN - PATCH/REPAIR EIFS FINISH ASREQUIRED

02 00 00.04 EXISTING SOFFIT TO REMAIN

02 00 00.05 EXISTING PAVERS TO REMAIN

02 00 00.08 EXISTING ROOFING AND ROOF DRAINS TO REMAIN

02 00 00.09 EXISTING CHASE ACCESS PANELS TO REMAIN

02 41 00.D1 REMOVE PORTION OF STOREFRONT IN ITS ENTIRETY - PREPARE AREAFOR NEW WORK

02 41 00.D2 REMOVE DOORS AND HINGES FROM FRAME - PREPARE FRAMES FOROPPOSITE DOOR SWING DIRECTION SWITCH

02 41 00.D3 REMOVE COBBLE INFILL - PREPARE FOR BRICK PAVER INFILL TO MATCHEXISTING

02 41 00.D4 REMOVE ALL BRICK PAVERS - PREPARE AREA FOR NEW SLAB ON GRADE

02 41 00.D5 SELECTIVELY REMOVE BRICK PAVERS NEEDED FOR A TRENCH TO RUNSANITARY SEWER TO THE POINT OF CONNECTION INDICATED IN THEDRAWINGS - REFERENCE PLUMBING FOR FURTHER DETAIL

02 41 00.D6 EXISTING LIGHT POST TO REMAIN - CONTRACTOR IS RESPONSIBLE FORSTRIPPING ALL PAINT LAYERS OFF TO EXPOSE THE ORIGINAL ALUMINUMFINISH - GLOBES NEED TO BE REMOVED AND PREPARED FORREPLACEMENT

02 41 00.D7 SELECTIVE DEMOLITION - CUT AND RECESS DOWN TO SHEATHING INAREAS INDICATED AS "NICHE"

02 41 00.D8 REMOVE PORTION OF WALL INDICATED FOR NEW ADJUSTABLE SHELVING

02 41 00.D9 EXISTING FOUNTAIN TO REMAIN - PROTECT DURING CONSTRUCTION

1/4" = 1'-0"AD01B4 ELEVATION - EXTERIOR FACE - EXISTING

1/4" = 1'-0"AD01A4 ELEVATION - INTERIOR FACE - EXISTING

GENERAL NOTES DEMOLITION

Mark

Date

Description

UP

4069 SF

EXISTINGCOURTYARD

C100

D3

A301

A3

A301

A1 A201

248 SF

NEW BAR AREAC100B

A103

A1

13

'-2

"

1. PROVIDE FIRE RESISTANT WOOD BLOCKING BETWEEN STUDS AT ALL WALL MOUNTED EQUIPMENT, BOARDS, GRAB BARS, CASEWORK, ETC

2. REFER TO PARTITION SHEET FOR GENERAL PARTITION NOTES3. REFER TO REFLECTED CEILING PLAN SHEETS FOR CEILING-MOUNTED EQUIPMENT,

CEILING TRANSITIONS AND DETAIL INFORMATION.4. REFER TO PLUMBING SHEETS FOR SINK LOCATIONS AND SCHEDULED EQUIPMENT.5. SEAL ALL PENETRATIONS AT EXTERIOR WALLS THROUGH RIGID CONTINUOUS

INSULATION WITH MEDIUM DENSITY FOAM INSULATION 6. ALL DIMENSIONS ARE FROM FACE OF EXISTING FINISHES TO FACE OF STUD OR

MASONRY. COLUMNS ARE TO CENTERLINE OF COLUMN. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING IN STUD WALLS.

7. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS WITH FIRE STOPPING THAT MEETS OR EXCEEDS THE FIRE RATING OF THE WALLS.

1 2

8" BURNISHED CMU -POLISHED EXTERIOR - FRP

INTERIOR

6" BURNISHED CMU - 2 SIDED TABLE BASE -POLISHED EXTERIOR

CONCRETE MASONRY UNIT(S) 8" -BURNISHED, COLOR AS SELECTEDBY THE ARCHITECT

GLASS FIBER REINFORCED PLASTICPANEL



MORTAR

GROUTGROUT

CAST-IN-PLACE CONCRETE FOOTINGCAST-IN-PLACE CONCRETE FOOTING

VA

RIE

S

TY

P

8"

TY

P

8"

VA

RIE

S

GYPSUM BOARD 5/8", STANDARD,PAINTED - LEVEL 5 WHERE EXPOSED

3-5/8" METAL STUDS, 16" OC MINIMUM

GLASS MAT-FACED GYPSUM BOARDSHEATHING, 5/8"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR BARRIERSYSTEM

STUD RUNNER TRACK

ADHESIVE/DRAINAGE PLANE

EXTERIOR INSULATION AND FINISHSYSTEM, 2"

EIFS FINISH COAT - COLORSELECTED BY ARCHITECT - COLOR#1

STUD RUNNER TRACK

SCHEDULED BASE

3

3-5/8" METAL STUD FILLER WALL - GWB INTERIOR, EIFS TO MATCH EXISTING

EXTERIOR

GROUT

STUD RUNNER TRACK

3-5/8" METAL STUDS, 16" OC MINIMUM

GLASS MAT-FACED GYPSUM BOARDSHEATHING, 5/8"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR BARRIERSYSTEM

DIRECT APPLIED FINISH SYSTEM -FINISH COAT COLOR SELECTED BYARCHITECT

4

3-5/8" METAL STUD FILLER WALL - D.A.F.S. TO MATCH EXISTING

EXTERIOR

2" 3'-0" 2"

2"

7'-0

"

10"

5'-8

"6

"

6" 2'-0" 6"

7'-0

"

3'-0"

A 1

HM DOOR WITH FULL LITE -

NEW SERVER DOOR

HM DOOR FRAME IN NEW FILLER WALL




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

KEY PLAN

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A101

FIRST FLOOR PLAN

WALL TYPES & DOORTYPES

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

3/16" = 1'-0"A101A1 FIRST FLOOR PLAN

GENERAL NOTES

PROJECT NORTH

1/2" = 1'-0"

WALL TYPES

1/2" = 1'-0"

DOOR TYPES LEGEND

Mark

Date

Description

22

'-11

"

5

7

1

2

6

9

B3

A10

2

A3

A102

4

10

6

11

BELOW

8

8

B4

AD

01

A4

AD

01

14

12

12

D3

A301

2 5 9 4 10

11

12 12

11 00 00.TV 11 00 00.TV

08 80 00.FF 08 80 00.FF 08 80 00.FF 08 80 00.FF 08 80 00.FF

05 50 00.BDT

GL

AZ

ING

FIL

M

4'-0

"

08 87 17.GF

TYP

D3

A301

17

6

13

12 36 00.SS1

06 41 00.MGC

08 80 00.GS1

12 36 00.SS1

08 80 00.GS1

12 36 00.CC

04 20 00.CB8

12 36 00.CC

04 20 00.CB8

02 00 00.03

07 24 00.DAFS

02 00 00.03

07 24 00.DAFS

14

FILLER2"

2'-6" 2'-6"

1/2"5'-2 1/2"




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A102

EQUIPMENT PLAN &

EQUIPMENTSCHEDULE

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

EQUIPMENT SCHEDULEType Mark Description Comments

1 EAGLE GROUP CCS-72 COMBINATION COCKTAIL STATION EAGLE GROUP CCS-72

2 Draft Beer Dispenser BEVERAGE-AIR KEGORATOR DD68

4 Back Bar Cooler, Refrigerator BEVERAGE-AIR BB58G

5 Baker's Worktable w/ Undershelf or Tubular Base EAGLE GROUP T2424SB

6 MANITOWOC NEO 310 UNDERCOUNTER ICE MACHINE NEO 310

7 BAR SINK & ICE BIN COMBO UNIT ADVANCE TABCO CRC-84-CL

8 VITAMIX BLENDER VITAMIX - 36019

9 Back Bar Cooler, Refrigerator BEVERAGE-AIR DZD58G-1-S-PWD

10 Worktop Refrigerator BEVERAGE-AIR WTR48

11 Cecilware Venezia II Espresso Machine CECILWARE ESP2-220V

12 Cecilware Venezia II Espresso Grinder CECILWARE HC-600

13 Hand Sink ADVANCE-TABCO 7-PS-20

14 SODA DISPENSER GUN PROVIDED BY OWNER

1/2" = 1'-0"A102A1 BAR FLOOR PLAN

PROJECT NORTH

1/2" = 1'-0"A102B3 ELEVATION - BACK BAR

1/2" = 1'-0"A102A3 ELEVATION - FRONT BAR

KEYNOTE LEGEND02 00 00.03 EXISTING EIFS WALL TO REMAIN - PATCH/REPAIR EIFS FINISH AS

REQUIRED

04 20 00.CB8 CONCRETE MASONRY UNIT(S) 8" - BURNISHED, COLOR AS SELECTED BY

THE ARCHITECT

05 50 00.BDT BOTTLE DISPLAY TABLE - REFER TO SHEET A510 FOR DETAILS

06 41 00.MGC MARINE GRADE WATERPROOF 3/4" HDPE CASEWORK WITH SOLID

SURFACE COUNTERTOP

07 24

00.DAFS

DIRECT APPLIED FINISH SYSTEM - FINISH COAT COLOR SELECTED BY

ARCHITECT

08 80 00.FF FROSTED TRANSLUCENT FILM - APPLY TO EXISTING WINDOWS PER

MANUFACTURER'S RECOMMENDATIONS

08 80 00.GS1 3/8" THICK TEMPERED GLASS SHELVING

08 87 17.GF GLAZING FILM

11 00 00.TV TELEVISION - N.I.C.

12 36 00.CC CAST-IN-PLACE CONCRETE COUNTERTOP BY MANUFACTURER - POLISH

AND SEAL

12 36 00.SS1 1/2" SOLID SURFACE COUNTERTOP, MATERIAL AND COLOR TO BE

SELECTED BY ARCHITECT

Mark

Date

Description

D3

A301

A3

A301

C1

A201

B3

A10

2

A3

A102

4069 SF

EXISTINGCOURTYARD

C100

6'-0

"

3'-7 3

/4"

25

'-5 1

/2"

A1

A510

D2

A510

TYP

D2

A510

TYP

248 SF

NEW BAR AREAC100B

1 1

2

2

1

11

3

C100

4'-8

"

1'-8" 2'-0"

8"

2'-8"

CLEAR

3'-2"

CLEAR

3'-0"

12 36 00.CC

12 36 00.CC

12 36 00.CC

08 33 23.G

08 33 23.G

08 33 23.G

08 33 23.GO.H. DOOR WIDTH

6'-8"

O.H

. D

OO

R W

IDT

H1

3'-6

"

05 50 00.BDT

22 00 00.FS

08 33 23.G

08 33 23.G

12 36 00.CC

EQ

EQ

7'-8"

22 00 00.FD1

22 00 00.FD1

5'-0"

8'-8"E

QE

Q

6'-0"

12 36 00.CC

12 36 00.CC

08 80 00.GS1

22 00 00.FS

22 00 00.FS

22 00 00.SK

08 80 00.GS1

11 00 00.TV

11 00 00.TV

A3

A103

A3

A103

A103

D4

12 36 00.SS1

4

4

4

4

1. PROVIDE FIRE RESISTANT WOOD BLOCKING BETWEEN STUDS AT ALL WALL MOUNTED EQUIPMENT, BOARDS, GRAB BARS, CASEWORK, ETC

2. REFER TO PARTITION SHEET FOR GENERAL PARTITION NOTES3. REFER TO REFLECTED CEILING PLAN SHEETS FOR CEILING-MOUNTED EQUIPMENT,

CEILING TRANSITIONS AND DETAIL INFORMATION.4. REFER TO PLUMBING SHEETS FOR SINK LOCATIONS AND SCHEDULED EQUIPMENT.5. SEAL ALL PENETRATIONS AT EXTERIOR WALLS THROUGH RIGID CONTINUOUS

INSULATION WITH MEDIUM DENSITY FOAM INSULATION 6. ALL DIMENSIONS ARE FROM FACE OF EXISTING FINISHES TO FACE OF STUD OR

MASONRY. COLUMNS ARE TO CENTERLINE OF COLUMN. WINDOW AND DOOR DIMENSIONS ARE TO CENTERLINE OF OPENING IN STUD WALLS.

7. SEAL ALL PENETRATIONS THROUGH FIRE RATED WALLS WITH FIRE STOPPING THAT MEETS OR EXCEEDS THE FIRE RATING OF THE WALLS.

3'-1

0 3

/4"

1/2" SOLID SURFACECOUNTERTOP, MATERIAL AND

COLOR TO BE SELECTED BYARCHITECT

1/2" X 1/2" DRIP REVEAL

EXISTING WALL CONDITION -REPAIR/PATCH EIFS FINISH AS

REQUIRED

EXISTING STUD AND SHEATHING TO REMAIN1

'-0

"1

'-0

"1

'-0

"4

'-0

"

BUILT-UP METAL STUD HEADER-REFER TO STRUCTURAL

3-5/8" METAL STUDS, 16" OCMINIMUM

GLASS MAT-FACED GYPSUMBOARD SHEATHING, 5/8"

DIRECT APPLIED FINISHSYSTEM - FINISH COAT COLOR

SELECTED BY ARCHITECT

EXISTING FOOTING TO REMAIN

JOINT FILLER AND SEALANT

CAST-IN-PLACE CONCRETESLAB

EXISTING PAVERS TO REMAIN

TYP

1'-6"

3/8" THICK TEMPERED GLASSSHELVING

3/8" THICK TEMPERED GLASSSHELVING

V.I.F.

1'-9"

EXISTING WALL ASSEMBLY TO REMAIN

2'-8

"1

'-0

"1

'-0

"3

'-6

"

DIRECT APPLIED FINISHSYSTEM - FINISH COAT COLORSELECTED BY ARCHITECT

DIRECT APPLIED FINISHSYSTEM - FINISH COAT COLORSELECTED BY ARCHITECT

PROVIDE BLOCKING

PROVIDE BLOCKING

EIFS FINISH COAT - COLORSELECTED BY ARCHITECT

BACKER ROD AND SEALANT

EXTERIOR INSULATION ANDFINISH SYSTEM, 2"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPORBARRIER SYSTEM

GLASS MAT-FACED GYPSUMBOARD SHEATHING, 5/8"

3-5/8" METAL STUDS, 16" OCMINIMUM

GYPSUM BOARD 5/8",STANDARD, PAINTED - LEVEL 5

WHERE EXPOSED

BACKER ROD AND SEALANT

GYPSUM CASING BEAD

CONT. SEALANT

5 7/8"1 15/16"

2"

1 15/16"

HOLLOW METAL STEEL FRAMEWITH 3 ANCHORS PER JAMB,PAINT

2"

EXISTING HM FRAMED WINDOW

EXISTING WALL CONDITIONS -REPAIR/PATCH EIFS FINISH AS REQUIRED

BATT INSULATION, 6" R-19MINIMUM

8 1/4"

CONT. SEALANT

HOLLOW METAL STEEL FRAME WITH3 ANCHORS PER JAMB, PAINT

BUTYL TAPE AND SEALANT

?

CONT. SEALANT 2" 4 3/8" 2"



EIFS BASE COAT ANDREINFORCING MESH; GRADE TO

PARAPET/ROOFEXTERIOR INSULATION AND

FINISH SYSTEM, 2"

STARTER TRACK W/ WEEPHOLES

BUILT-UP STUD HEADER -REFER TO STRUCTURAL

ADHESIVE/DRAINAGE PLANE

BATT INSULATION, 6" R-19MINIMUM

8 1/4"

CONT. SEALANT

HOLLOW METAL STEEL FRAME WITH3 ANCHORS PER JAMB, PAINT

CONT. SEALANT 2" 4 3/8"2"



RIGID BOARD INSULATION,EPS, 2"

FLUID-APPLIED WEATHER,MOISTURE, AND VAPOR

BARRIER SYSTEM

EXTERIOR GRADE GYPSUMSHEATHING BOARD, 5/8"

RIGID BOARD INSULATION,EPS, 2"

N




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

KEY PLAN

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A103

ENLARGED FLOOR

PLAN & DETAILS

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

3/8" = 1'-0"A103A1 BAR FLOOR PLAN

GENERAL NOTES FLOOR PLAN

KEYNOTE LEGEND03 30 00.SL CAST-IN-PLACE CONCRETE SLAB

05 40 00.H BUILT-UP STUD HEADER - REFER TO STRUCTURAL

05 50 00.BDT BOTTLE DISPLAY TABLE - REFER TO SHEET A510 FOR DETAILS

06 10

00.GS58

EXTERIOR GRADE GYPSUM SHEATHING BOARD, 5/8"

07 14 00.FA FLUID-APPLIED WEATHER, MOISTURE, AND VAPOR BARRIER SYSTEM

07 21 00.BT6 BATT INSULATION, 6" R-19 MINIMUM

07 21 00.EP2 RIGID BOARD INSULATION, EPS, 2"

07 24

00.DAFS


ARCHITECT

07 24 00.DP ADHESIVE/DRAINAGE PLANE

07 24 00.EI2 EXTERIOR INSULATION AND FINISH SYSTEM, 2"

07 24 00.FC EIFS FINISH COAT - COLOR SELECTED BY ARCHITECT

07 24 00.RM0 EIFS BASE COAT AND REINFORCING MESH; GRADE TO PARAPET/ROOF

07 24 00.ST STARTER TRACK W/ WEEP HOLES

07 42 13.HT

07 42 13.TS BUTYL TAPE AND SEALANT

07 90 05.BS BACKER ROD AND SEALANT

07 90 05.S CONT. SEALANT

08 11 13.SFA HOLLOW METAL STEEL FRAME WITH 3 ANCHORS PER JAMB, PAINT

08 33 23.G OVERHEAD COILING DOOR GUIDES BY MANUFACTURER

08 80 00.GS1 3/8" THICK TEMPERED GLASS SHELVING

09 21 16.CB1 GYPSUM CASING BEAD

09 21

16.GB58

GYPSUM BOARD 5/8", STANDARD, PAINTED - LEVEL 5 WHERE EXPOSED

09 21

16.GM58

GLASS MAT-FACED GYPSUM BOARD SHEATHING, 5/8"

09 21 16.H BUILT-UP METAL STUD HEADER- REFER TO STRUCTURAL

09 21 16.MS3 3-5/8" METAL STUDS, 16" OC MINIMUM


12 36 00.CC CAST-IN-PLACE CONCRETE COUNTERTOP BY MANUFACTURER - POLISH AND

SEAL

12 36 00.SS1 1/2" SOLID SURFACE COUNTERTOP, MATERIAL AND COLOR TO BE SELECTED BY

ARCHITECT

22 00 00.FD1 FLOOR DRAIN - REFER TO PLUMBING

22 00 00.FS FLOOR SINK - REFER TO PLUMBING

22 00 00.SK SINK - PROVIDE ADA PIPE GUARD AT ALL EXPOSED PIPING. REFER TO

PLUMBING

32 13 13.JFS JOINT FILLER AND SEALANT

PROJECT NORTH 1" = 1'-0"A103

A3 IN-WALL SHELVING SECTION

1 1/2" = 1'-0"A103D4 HM JAMB DETAIL - 3 5/8" STUD

1 1/2" = 1'-0"A1031 HM HEAD DETAIL - EIFS

1 1/2" = 1'-0"A1032 HM JAMB DETAIL - EIFS

Mark

Date

Description

1D

ate

1Revis

ion 1

D3

A301

A3

A301

A1

A510

248 SF

NEW BAR AREAC100B

A103

A1

8'-10" 2'-4"

26

'-0

"

9'-4 3/4" 1'-0"

8'-10" 2'-4"

5'-0"

11

5/8

"

1'-0

"

7'-8"

ø 5' - 8"

7'-0

"1

2'-0

"7

'-0

"

2'-0"

2'-0

"

2'-0"

2'-0

"

D4

A110

TYP

A4

A110

TYP

B4

A110

TYP

GLASS FIBER REINFORCEDPLASTIC PANEL

CONT. SEALANT

#4 REBAR, TYP

CONCRETE MASONRY UNIT(S)8" - BURNISHED, COLOR ASSELECTED BY THE ARCHITECT

1'-0"

1'-6

"8

"


GROUT SOLID



CAST-IN-PLACE CONCRETE STEM

WALL

1'-0

"

1'-6"

EXISTING PAVERS TO REMAIN#4 REBAR, TYP


GROUT CELLS SOLID

10"


3 1/2"CAST-IN-PLACE CONCRETE SLAB WITH THICKENED EDGE



#4 REBAR, TYP

GROUT SOLID

1'-6"

1'-0

"

8"

1'-6

"


WALL

CAST-IN-PLACE CONCRETE FOOTING

CONCRETE MASONRY UNIT(S)6" - BURNISHED, COLOR AS

SELECTED BY THE ARCHITECT

N




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

KEY PLAN

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A110

FLOOR SLAB PLAN

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

3/8" = 1'-0"A110A1 FIRST FLOOR SLAB PLAN

PROJECT NORTH

1 1/2" = 1'-0"A110D4 07 SLAB TRANSITION @ BAR

1 1/2" = 1'-0"A110A4 07 SLAB TRANSITION @ SERVICE COUNTER

1 1/2" = 1'-0"A110B4 07 SLAB TRANSITION @ TABLES

Mark

Date

Description

1. ALL SPRINKLER HEADS, ELECTRICAL COMMUNICATIONS, AND LIFE SAFETY DEVICES TO FALL IN THE CENTER OF CEILING TILEs.

2. START CEILING GRID LAYOUT IN THE CENTER OF ROOM AND WORK OUTWARD, UNLESS NOTED OR DIMENSIONED OTHERWISE.

3. CONTRACTOR SHALL COORDINATE WITH ALL MECHANICAL, ELECTRIAL AND PLUMBING ENGINEERING SHEETS FOR ADDITIONAL CEILING MOUNTED EQUIPMENT.

D3

A301

A3

A301

4'-2

"4

'-2

"4

'-1

"4

'-2

"4

'-1

"4

'-2

"

2'-10" 3'-10" 3'-10"

06 10 00.P

02 00 00.09

02 00 00.04

06 10 00.DL22

TYP

06 10 00.DL210

05 10 00.SC

05 10 00.SC

05 10 00.SC

05 10 00.SC

26 00 00.LF

TYP

08 33 23.CD

26 00 00.LF

26 00 00.LF

02 00 00.09

02 00 00.0902 00 00.09

02 00 00.0902 00 00.09

02 00 00.09

BCX PLYWOOD SOFFIT - STAIN AND SEAL

EXISTING SOFFIT TO REMAIN

EXIT LIGHTING - REF ELECTRICAL SHEETS.

RECESSED DOWN LIGHTING - REF ELECTRICAL SHEETS.

2x2 LIGHT FIXTURE - REF ELECTRICAL SHEETS.

SUSPENDED LIGHT FIXTURE - REF ELECTRICAL SHEETS.



CEILING MOUNTED LIGHT FIXTURE - REF ELECTRICAL SHEETS.


RECESSED LIGHT FIXTURE - REF ELECTRICAL SHEETS.

WALL MOUNTED LIGHT FIXTURE - REF ELECTRICAL SHEETS.


PENDANT LIGHT FIXTURE - REF ELECTRICAL SHEETS.


FLUSH MOUNT LIGHT FIXTURE - REF ELECTRICAL SHEETS.

EXTERIOR WALL MOUNT LIGHT FIXTURE - REF ELECTRICAL SHEETS.




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A121

FIRST FLOOR

REFLECTED CEILINGPLAN

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

KEYNOTE LEGEND02 00 00.04 EXISTING SOFFIT TO REMAIN

02 00 00.09 EXISTING CHASE ACCESS PANELS TO REMAIN

05 10 00.SC 1/8" ø STAINLESS STEEL AIRCRAFT CABLE TO HOST LIGHT FIXTURE;

ATTACH AT BOTH ENDS - REFER TO ATTAHCMENT DETAILS

06 10 00.DL22 DIMENSIONAL LUMBER, 2X2 TREATED WOOD BATTEN - STAIN AND SEAL TO

MATCH SOFFIT

06 10 00.DL210 DIMENSIONAL LUMBER, 2X10 FASCIA BOARD - STAIN AND SEAL

06 10 00.P BCX PLYWOOD SHEATHING, 3/4", SANDED FACE TOWARDS EXTERIOR -

STAIN AND SEAL

08 33 23.CD OVERHEAD COILING DOOR

26 00 00.LF LIGHT FIXTURE - REFER TO ELECTRICAL

GENERAL NOTES RCP PLAN

3/16" = 1'-0"A121A1 FIRST FLOOR REFLECTED CEILING PLAN

PROJECT NORTH

RCP LEGEND

Mark

Date

Description

1. THE INTENT OF THE DETAILING SHOWN WITHIN THIS PROJECT IS TO REPRESENT THE MINIMUM STANDARD OF UNDERLAYMENT, FLASHINGS, TRIMS, ETC. REQUIRED TO ACHIEVE THE SPECIFIED WARRANTY.

2. GENERAL CONTRACTOR SHALL COORDINATE WITH PLUMBING AND MECHANICAL WORK IN THIS PROJECT TO DETERMINE EXTENT OF PLUMBING/MECHANICAL ROOF EQUIPMENT AND PENETRATIONS.

3. AT ALL ROOF MOUNTED EQUIPMENT AND PENETRATIONS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL & ROOFING SUBCONTRACTORS TO INSTALL ALL EQUIPMENT AND PENETRATIONS 18" MINIMUM CLEAR FROM ALL WALLS, PARAPETS, CURBS, ETC. TO FACILITATE ROOF FLASHING WORK.

4. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING SHEETS FOR ALL ROOF MOUNTED UTILITY LINES. SUPPORT LINES PER ASSOCIATED DETAIL. PAINT ALL EXPOSED UTILITY LINES.

5. REFERENCE PLUMBING PLANS FOR LOCATION AND QUANTITIES OF VENT-THRU-ROOF AND FLUE PENETRATIONS.

6. ALL PENETRATIONS THROUGH METAL ROOF ASSEMBLIES SHALL BE CENTERED IN METAL ROOF PANELS. NO PENETRATIONS ARE ALLOWED WITHIN SEAMS OF METAL ROOF PANELS. THE PLUMBING CONTRACTOR SHALL COORDINATE PENETRATIONS WITH THE ROOFER AS REQUIRED. REFER TO PENETRATION FLASHING DETAIL AT METAL ROOF ASSEMBLIES FOR CLEARANCES BETWEEN STANDING SEAM AND EDGE OF PIPE FLASHING BOOT FLANGE.

7. ALL ROOF PENETRATION AND FLASHING WORK SHALL BE THE RESPONSIBILITY OF ROOFING CONTRACTOR AND SHALL BE COVERED AS PART OF THE MANUFACTURER'S WARRANTY.

8. PROVIDE TAPERED INSULATION CRICKETS AT HIGH SIDES OF ALL ROOF MOUNTED EQUIPMENT, SKYLIGHTS, CORNERS, ETC. AND ALONG WALLS AS REQUIRED TO PROVIDE POSITIVE DRAINAGE. SLOPE FOR ALL CRICKETS SHALL MATCH THE ADJACENT ROOF ASEEMBLY, SLOPE = 1/2" PER FOOT CRICKET. CRICKETS AT NEW CONSTRUCTION ARE SHOWN FOR INTENT AND ARE NOT TO SCALE. REFER TO THE NRCA ROOFING MANUAL, CURRENT EDITION.

9. ALL ROOF AND WALL PANEL TERMINATIONS, COPINGS, EDGE METAL SHALL MEET ES-1 STANDARDS.

10. ROOF DRAINS ARE DIMENSIONS ARE FOR GENERAL INTENT OF LOCATION. THE ROOFING AND PLUMBING CONTRACTOR SHALL COORDINATE THE EXACT LOCATION WITH STRUCTURAL FRAMING. IF REQUIRED, ROOF DRAIN LOCATIONS SHALL BE ADJUSTED AS REQUIRED TO AVOID CONFLICTS WITH STRUCTURAL FRAMING.

D3

A301

A3

A301

EXISTING MECH CHASE

6" / 1'-0"

6"

/ 1'-0"

6"

/ 1'-0"

05 10 00.SC

26 00 00.LF

, TYP.

05 10 00.SC

26 00 00.LF

TYP.

05 10 00.SC

26 00 00.LF

05 10 00.SC

26 00 00.LF

07 32 16.CT

02 00 00.01

02 00 00.01

07 32 16.CT

, TYP.

, TYP.

07 32 16.CT

FELT UNDERLAYMENT, ONELAYER NO. 30ASPHALT-SATURATED FELT MIN.

PRE-FINISHED 24 GA.GALVANIZED STEEL FLASHING,PAINT

METAL EAVE RISER - L-STYLE,26 GA. GALVANIZED STEEL,PAINT

WOOD BATTEN

CLAY ROOF TILE

,TYP

,TYP

BCX PLYWOOD SHEATHING,3/4", SANDED FACE TOWARDSEXTERIOR - STAIN AND SEAL

OVERHEAD COILING DOOR

LIGHT FIXTURE, REFER TO ELECTRICAL

FIRE TREATED WOOD BLOCKING, TYP.


STEEL ANGLE LEDGER- 4" X 3"X 1/4" -WELD TO EXISTING

COLUMNS, FASTEN TOEXISTING STUDS

4" METAL STUDS, 16" OCMINIMUM

2" X 2" X 1/8" TUBE STEEL- PRIME AND PAINT

8" X 2" X 1/8" TUBE STEEL FASCIA - PRIME AND PAINT

2" X 6" X 1/8" TUBE STEEL FRAME @ 4'-0" O.C. - PRIME AND PAINT


2'-0" 3'-2"

1/4" STEEL TABS FOR SOFFIT ATTACHMENT AS REQUIRED, TYP

2"

1'-8"

EXISTING PARAPET TO REMAIN

EXISTING TPO ROOFING

PRE-FINISHED 24 GA.GALVANIZED STEEL CAP WITHCONTINUOUS CLIPS EACH SIDE,HEM EDGES, PAINT TO MATCHCLAY TILE

12

6

FELT UNDERLAYMENT, ONELAYER NO. 30

ASPHALT-SATURATED FELT MIN.

PRE-FINISHED 24 GA.GALVANIZED STEEL FLASHING,PAINT

METAL EAVE RISER - L-STYLE,26 GA. GALVANIZED STEEL,PAINT

WOOD BATTEN

FLASHING AND COUNTERFLASHING, 24 GA. GALVANIZEDSTEEL, HEM

PATCH AND REPAIR EXISTING EIFS FINISH AS REQUIRED

CLAY ROOF TILE

,TYP

,TYP

BCX PLYWOOD SHEATHING,3/4", SANDED FACE TOWARDSEXTERIOR - STAIN AND SEAL

OVERHEAD COILING DOOR


FLUID-APPLIED WEATHER,MOISTURE, AND VAPORBARRIER SYSTEM

EXISTING WALL ASSEMBLY FIRE TREATED WOOD BLOCKING, TYP.


STEEL ANGLE LEDGER- 4" X 3"X 1/4" -WELD TO EXISTING

COLUMNS, FASTEN TOEXISTING STUDS

4" METAL STUDS, 16" OCMINIMUM

2" X 2" X 1/8" TUBE STEEL- PRIME AND PAINT

8" X 2" X 1/8" TUBE STEEL FASCIA - PRIME AND PAINT



2'-0" 3'-2"

1/4" STEEL TABS FOR SOFFIT ATTACHMENT AS REQUIRED, TYP

2"

1'-8"

12

6




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A131

ROOF PLAN & ROOF

DETAILS

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

KEYNOTE LEGEND02 00 00.01 EXISTING CONSTRUCTION TO REMAIN

05 10 00.SAL STEEL ANGLE LEDGER- 4" X 3" X 1/4" -WELD TO EXISTING COLUMNS,

FASTEN TO EXISTING STUDS




STAIN AND SEAL

07 14 00.FA FLUID-APPLIED WEATHER, MOISTURE, AND VAPOR BARRIER SYSTEM

07 32 13.B WOOD BATTEN

07 32 13.CF FLASHING AND COUNTER FLASHING, 24 GA. GALVANIZED STEEL, HEM

07 32 13.CT CLAY ROOF TILE

07 32 13.MC PRE-FINISHED 24 GA. GALVANIZED STEEL CAP WITH CONTINUOUS CLIPS

EACH SIDE, HEM EDGES, PAINT TO MATCH CLAY TILE

07 32 13.MR METAL EAVE RISER - L-STYLE, 26 GA. GALVANIZED STEEL, PAINT

07 32 13.UL1 FELT UNDERLAYMENT, ONE LAYER NO. 30 ASPHALT-SATURATED FELT

MIN.

07 32 16.CT CONCRETE ROOF TILE

07 62 00.FL PRE-FINISHED 24 GA. GALVANIZED STEEL FLASHING, PAINT

09 21 16.MS4 4" METAL STUDS, 16" OC MINIMUM


GENERAL NOTES ROOF PLAN

3/16" = 1'-0"A131A1 ROOF PLAN

PROJECT NORTH

3/4" = 1'-0"A131A4 CANOPY DETAIL AT EXISTING WALL

3/4" = 1'-0"A131C4 CANOPY DETAIL AT EXISTING WALL

Mark

Date

Description

A. SEAL ALL PENETRATIONS AT EXTERIOR WALLS THROUGH RIGID CONTINUOUS INSULATION WITH MEDIUM DENSITY FOAM INSULATION

B. REFER TO ELECTRICAL FOR EXTERIOR LIGHT FIXTURESC. PATCH AND REPAIR EXISTING FINISHES AS REQUIRED FOR SEAMLESS

INTEGRATION ON NEW CONSTRUCTION. D. CONTRACTOR TO REPAIR ANY DAMAGE DONE TO EXISTING CONDITIONS

THAT ARE TO REMAIN.

FIRST FLOOR0' - 0"

SECOND FLOOR14' - 0"

THIRD FLOOR28' - 0"

D3

A301

12 36 00.CC 12 36 00.CC

08 33 23.G08 33 23.G

05 10 00.SC 05 10 00.SCTYP

07 32 16.CT

11 00 00.TV

C100

07 24 00.FC1

03 30 00.F

04 20 00.CB812 36 00.CC

11 00 00.TV

03 30 00.F

03 30 00.F

04 20 00.CB12 04 20 00.CB12

07 24 00.DAFS

10 14 00.BS

26 00 00.LP

FIRST FLOOR0' - 0"


A3

A301

07 24 00.FC1

04 20 00.CB804 20 00.CB8

07 24 00.FC1

07 32 16.CT

02 00 00.0102 00 00.01

06 10 00.DL210

06 10 00.P

05 10 00.SC26 00 00.LFTYP

TYP

02 41 00.D9

26 00 00.LP

26 00 00.LP




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A201

EXTERIOR

ELEVATIONS

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

KEYNOTE LEGEND02 00 00.01 EXISTING CONSTRUCTION TO REMAIN

02 41 00.D9 EXISTING FOUNTAIN TO REMAIN - PROTECT DURING CONSTRUCTION

03 30 00.F CAST-IN-PLACE CONCRETE FOOTING


THE ARCHITECT

04 20 00.CB12 CONCRETE MASONRY UNIT(S) 12" X 12" - BURNISHED, COLOR AS




06 10

00.DL210

DIMENSIONAL LUMBER, 2X10 FASCIA BOARD - STAIN AND SEAL


STAIN AND SEAL

07 24

00.DAFS


ARCHITECT

07 24 00.FC1 EIFS FINISH COAT - COLOR SELECTED BY ARCHITECT - COLOR #1

07 32 16.CT CONCRETE ROOF TILE

08 33 23.G OVERHEAD COILING DOOR GUIDES BY MANUFACTURER

10 14 00.BS OWNER PROVIDED BUILDING SIGN, PROVIDE BLOCKING AND POWER AS

REQUIRED



AND SEAL


26 00 00.LP EXISTING LIGHT POLE TO REMAIN - STRIP PAINT TO EXPOSE RAW

ALUMINUM FINISH - REPLACE GLOBES

GENERAL NOTES

1/4" = 1'-0"A201C1 FRONT ELEVATION

1/4" = 1'-0"A201A1 SIDE ELEVATION

Mark

Date

Description

A. ALL DIMENSIONS ARE TO FACE OF EXISTING FINISHES. B. REFERENCE SHEET G105 FOR MOUNTING HEIGHTSC. PROVIDE BACKING AT ALL SHELVES, BRACKETS AND WALL HUNG FIXTURES

AND WALL HUNG ACCESSORIESD. EXTEND INFILL WALLS TO B.O. EXISTING OR NEW SOFFITS. E. INTEGRATE NEW CONSTRUCTION WITH OLD CONSTRUCTION. PATCH AND

REPAIR EXISTING FINISHES AS REQUIRED FOR SEAMLESS INTEGRATION.F. PROVIDE ROOM IDENTIFICATION SIGN (W/ INTERNATIONAL SYMBOL OF

ACCESSIBILITY) WITH BRAILE @ 60" A.F.F.

FIRST FLOOR0' - 0"


A3

A301

A510

A3

A510

D1

A131

C4Sim

04 20 00.CB6

03 30 00.F

04 20 00.CB12

08 33 30

08 33 30.T

08 87 17.GFTO 4'-0" AFFTYP

FIRST FLOOR0' - 0"


THIRD FLOOR28' - 0"

D3

A301

03 30 00.SL

A510

D4

A510

D4

A131

A4Sim

A131

A4Sim

05 10 00.SCTYP

07 24 00.DAFS 07 24 00.DAFS

02 00 00.0302 00 00.03

02 00 00.04

02 00 00.0502 00 00.05

12 36 00.CC

02 00 00.08 02 00 00.08

08 33 30 08 33 30




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A301

BUILDING SECTIONS

& DETAILS

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

KEYNOTE LEGEND02 00 00.03 EXISTING EIFS WALL TO REMAIN - PATCH/REPAIR EIFS FINISH AS

REQUIRED

02 00 00.04 EXISTING SOFFIT TO REMAIN

02 00 00.05 EXISTING PAVERS TO REMAIN

02 00 00.08 EXISTING ROOFING AND ROOF DRAINS TO REMAIN

03 30 00.F CAST-IN-PLACE CONCRETE FOOTING

03 30 00.SL CAST-IN-PLACE CONCRETE SLAB


THE ARCHITECT

04 20 00.CB12 CONCRETE MASONRY UNIT(S) 12" X 12" - BURNISHED, COLOR AS




07 24

00.DAFS


ARCHITECT

08 33 30 SECURITY GRILLES

08 33 30.T TRACK

08 87 17.GF GLAZING FILM


AND SEAL

GENERAL NOTES

1/4" = 1'-0"A301D3 TRANSVERSE SECTION

1/4" = 1'-0"A301A3 LONGITUDINAL SECTION

Mark

Date

Description

2'-7 3

/4"

2"

2'-0"

1'-9"

1'-0

"1

'-4

"1

'-4

"

1 1

/2"

1 1

/2"

1 1

/2"

1'-0"

1'-6"

1'-6"

2'-6"

CDX PLYWOOD UNDERLAYMENT,3/4" ,TYP

1/2" SOLID SURFACECOUNTERTOP, MATERIAL ANDCOLOR TO BE SELECTED BYARCHITECT ,TYP

1/4" DIA. STEEL ROD RAIL -PRIME AND PAINT ,TYP

2" X 3" X 1/8" STEEL TUBEFRAME - PRIME AND PAINT

2" X 2" X 1/8" STEEL TUBECROSS BRACING - PRIME ANDPAINT

.5" DIA STEEL ROD LEG ON 2"DIA. X 1/4" BASE PLATE, TAPAND DYE ROD INTO TUBE STEELFRAME; ADHERE FELT TO BASEPLATE




2"

2 1

/2"

2"

2 1

/2"

2"

2 1

/2"

6"

2'-8 1

/4"

11

1/2

"1

'-4

"1

'-4

"4

1/2

"

2"

1 1

/2"


.5" DIA STEEL ROD LEG ON 2"DIA. X 1/4" BASE PLATE, TAP

AND DYE ROD INTO TUBE STEELFRAME; ADHERE FELT TO BASE

PLATETYP

2" X 2" X 1/8" STEEL TUBECROSS BRACING - PRIME AND

PAINT

TYP

TYP


1" X 1" X 1/8" STEEL TUBESUPPORT - PRIME AND PAINT

3'-3

"

5'-9"

1'-2" 3'-5" 1'-2"

1/4" DIA. STEEL ROD RAIL -PRIME AND PAINT

CDX PLYWOOD UNDERLAYMENT,3/4"TYP

1/2" SOLID SURFACECOUNTERTOP, MATERIAL ANDCOLOR TO BE SELECTED BYARCHITECT

EXISTING PAVERS TO REMAIN#4 REBAR, TYP


GROUT CELLS SOLID

CAST IN PLACE CONCRETE COUNTERTOP - POLISH

3'-6

"

2"

1'-0"

1"

10"


3 1/2"CAST-IN-PLACE CONCRETE SLAB WITH THICKENED EDGE

HEAVY DUTY, PRE-FINISHED STEEL COUNTERTOP SUPPORT BRACKET WITH 1/4" STEEL PLATE DIAGONAL BRACING -4'-0" O.C. MAX.

GLASS FIBER REINFORCEDPLASTIC PANEL

CONT. SEALANT

CONT. SEALANT

#4 REBAR, TYP


1'-0"

1'-6

"8

"


GROUT SOLID


60°



CAST IN PLACE CONCRETE COUNTERTOP - POLISH

2"

1"

1'-6"


WALL

1'-0

"

1'-6"

3'-0"

2"



HEAVY DUTY, PRE-FINISHED STEEL COUNTERTOP SUPPORT BRACKET WITH 1/4" STEEL PLATE DIAGONAL BRACING -4'-0" O.C. MAX.

HEAVY DUTY, PRE-FINISHED STEEL

COUNTERTOP SUPPORT BRACKET WITH 1/4" STEEL

PLATE DIAGONAL BRACING -4'-0" O.C. MAX.

CAST IN PLACE CONCRETE

COUNTERTOP - POLISH

#4 REBAR, TYP

GROUT SOLID

1'-6"

1'-0

"

8"

1'-6

"


WALL

CAST-IN-PLACE CONCRETE FOOTING

60° 60°

3/4" HDPE CASEWORK PANEL,TYP

1'-7"

1"

3'-0

"

1'-0

"

3"

4"

1'-6"

4"

HDPE TOE KICK

BLOCKING

DOOR FRONT - 3/4" HDPE

VERTICAL PULL

1/2" SOLID SURFACECOUNTERTOP, MATERIAL AND

COLOR TO BE SELECTED BYARCHITECT

1/4" BACK PANEL - HDPE

FIXED SHELF - 3/4" HDPE(REFER TO ELEVATION FOR

LOCATION)

WALL ASSEMBLY

EXISTING WALL ASSEMBYSECURE WALL TERMINAL TO STUD

STAINLESS STEEL WALL TERMINAL FOR

AIR-CRAFT CABLE

1/8" DIA. STEEL AIRCRAFT CABLE

EXISTING PARAPET AND NEW CANOPY ASSEMBLY

FASTEN TO STUD - SEAL ALL PENETRATRATIONS THROUGH EXISTING ROOFING

1/8" THICK STEEL STRAPS - PRIME AND PAINT

3/4" DIA. STEEL ROD -PRIME AND PAINT

TYPE 316 STAINLESS STEEL SWAGELESS STUDTYPE 316

STAINLESS STEEL SWAGELESS STUD

3/4" DIA. STEEL ROD -PRIME AND PAINT

EXISTING PARAPET AND NEW CANOPY ASSEMBLY

1/8" THICK STEEL STRAPS - PRIME AND PAINT

FRONT ELEVATION SIDE ELEVATION




SHEET NO.

SHEET TITLE

ISS

UE

:

D

C

B

A

1 3 4 52

PRELI

MIN

ARY -

NOT F

OR

CONSTR

UCTIO

N

PROJECT NO.206-98

A510

DETAILS

CO

RB

ET

T C

OU

RT

YA

RD

BA

R

CO

RB

ET

T C

EN

TE

R S

TU

DE

NT

UN

ION

16

00

IN

TE

RN

AT

ION

AL M

AL

LLA

S C

RU

CE

S, N

M. 8

800

3

50%

CD

'S

3/4" = 1'-0"A510A3 BOTTLE DISPLAY CASEWORK SECTION

3/4" = 1'-0"A510A1 BOTTLE DISPLAY CASEWORK SECTION

1 1/2" = 1'-0"A510D4 SERVICE COUNTERTOP

1 1/2" = 1'-0"A510D1 COUNTERTOP @ BAR

1 1/2" = 1'-0"A510D2 TABLETOP SECTION

1 1/2" = 1'-0"A510D5 HDPE BASE CABINET SECTION

1 1/2" = 1'-0"A510B5 AIR CRAFT CABLE WALL MOUNT DETAIL

3/4" = 1'-0"A510A5 AIR CRAFT CABLE PARAPET MOUNT DETAIL

Mark

Date

Description

Documents

1 2 3 4 5 CORBETT CENTER COURTYARD PATIO RENOVATION · ch= 1'-0" ceiling tag symbol height indication (above respective floor level elevation) detail sheet number sheet number building