the lawrence group documentation

University of KansasARCH 803Health and Wellness Internship

s a m a n t h a a u e r health + wellness internship saint louis, missouri 2012

Contents INTO + OVERVIEW

TIME LINE

PROJECTS

REFLECTION

0406

20

SD DD CA CONSTRUCTION

NAZARETH

SEMO

ST. PIUS STARBUCKS

06

introduction + overviewHelping Our Clients Realize Their Dreams Our mission has remained

consistent over the past quarter century

ST. LOUIS NEW YORK PHILADELPHIACAROLINAS TEXAS

THE LAWRENCE GROUPSMULTI-DISCIPLINARY

architectureCORPORTATEEDUCATIONHEALTHCAREHOSPITALITY MEDIAMIXED USE RESIDENTIAL RETAIL SENIOR LIVING SUSTAINABLE DESIGN

interiorsCOLORSNICHE

LANDSCAPELANDSCAPE PLANNING URBAN DESIGN

PLANNING BLOCK CODE REGION NEIGHBORHOOD

DEVELOPMENT

CONSTRUCTION

GRAPHICS

04

INTERN HAPPY HOUR

LG SOFTBALL TEAM

E X P E R I E N C E :

COLLABORATION VARIOUS BUILDING TYPESSITE VISITS SOCIAL ACTIVITIES PROJECT ARCHITECTOFFICE MANAGEMENTMATERIAL REVIEW CONSULANT COORDINATIONSHOP DRAWINGS

SCHEMATIC DESIGNS DESIGN DEVELOPMENTCONSTRUCTION ADMIN.

06

may jun jul aug

NAZARETH SEMO

DRURY

DANCE STL

may jun jul aug

08

sept oct nov dec

ST PIUS STARBUCKS

N. GRAND APTS.

NAZARETH LIVING CENTER INDENDENDENT SENIOR LIVING

renderings by andrey Mishev

Client: nazareth living centerLocation: 2 nazareth lane saint louis, missouri 63129

context: residential neighborhood senior living complex: assited living, skilled nursing

10

brief: I have been involved with this project since may 2011. in august 2012, I was given project architect responsibilities as a result of an associate’s maternity leave during the construction administration phase. i attended meetings with the owner and other members of the design team.

program: 50 living units parking garagelibrary, card room, meditation room, fitness, exercise, doctors office, kitchen, dining, family party room

c o n s t r u c t i o n o b s e r v a t i o n

12

marketing plans

6'-4"

6'-4"

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48"

48"

1A

5.03

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2A

7.03

2A

7.02

1A

7.04

3A

5.02

6'-0"

TYP

.

8'-11 1/2"12'-11 1/4"15'-0 7/8"15'-0 7/8"15'-0 7/8"13'-1 7/8"13'-1 7/8"14'-2 5/8"16'-1 3/4"27'-10 1/4"

18'-11 7/8"

3'-2 1/8"

3'-2"4'-7 5/8"

18'-10 1/2"

13'-5 7/8"3'-0 5/8"

12'-2 1/2"

14'-10 7/8"13'-1 7/8"35'-2"12'-8 1/4"10'-9 1/8" 12'-4 5/8"13'-1 7/8"15'-0 7/8"15'-0 7/8"13'-6 1/4"

6'-6"

18'-1 1/4" 15'-6"

6 3/4"

10'-0 3/4" 13'-1 7/8"

2'-4"

23'-1 3/4" 12'-8 1/4" 35'-2" 13'-1 7/8" 18'-8 5/8"

9'-0 3/4"

3'-3 1/4" 21'-10 3/4"

20'-10 3/4"

82'-2 1/2"

℄℄

℄

℄

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4"

℄6'-6"

℄

℄

4"

℄ ℄

25'-9 1/4"

8'-1 1/8"

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15'-6 3/4"5'-0 5/8"℄

15'-0 7/8"15'-0 7/8"

13'-5 3/4"

SIM

.

104C

OR

RID

OR

6'-5 1/4"

6'-0"

TYP.

8'-3 1/4"

1'-1 5/8"

3'-7 1/2"

4'-7 3/4"

℄

℄℄

3'-3 5/8" 7'-1 5/8"

11'-1 7/8"

4'-3 5/8"

℄

6'-0 3/4"

1'-8 3/8"

2'-0 3/8"

4'-9"℄

3'-5 1/8" 24'-0"

2A

7.01

D1

D1s

D1

D1

D1

D1

D2

D2

D2s

D2

W2s

ALIG

N

D1s

D1s

D1s

D2s

W4

W3

D2

D1

D1

D1

D2

D2

SIM

.

SIM

.

7'-7 3/4"

℄11'-0 3/8"

℄

21'-3 3/8"

8'-7 5/8"

21'-5 1/4"

31'-10 3/4"

150°

150°

120°

120°

D2s

D2D

4s

D2s

SIM

.

4'-0"4'-0"

D4s

D2s

D2s

D2s

D4s

D2D

2

D2sD

2s

D2D

2

D2

W4

D2

D1

D1

S1 TY

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TYP

.

8'-11 1/4"

℄

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D2sD

2s

D2

D4 D

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7'-5 7/8"7'-5 7/8"

D4s

D2

TYP

.

9'-2 1/2"15'-10 3/8"

6'-0"

TYP

.

10 1/2"TYP.

6'-0"

TYP

.

28'-5 3/8" TYP

.28'-5 3/8" TY

P.

28'-5 3/8" TYP

.28'-5 3/8" TY

P.

10'-8"

6'-0"TY

P.

13'-10 1/8"

11'-0"

19'-8 1/2"

℄

6'-0"

TYP.

5'-7 5/8"7'-0 7/8"2'-1 7/8"

9'-0 7/8"

12'-3"

5'-0"

TYP

.

112.82°

1'-3"

6'-6"

2'-11 5/8" 5'-0" 42'-5 1/8"

5'-0"

R64'-0"

CE

NTE

R O

FR

AD

IUS

AT P

ATIO

PA

TIO

33'-0 1/4"

9 7/8"

3'-2"3'-0 3/4"

14'-0 1/8"

6'-6"12'-7 3/8"

8'-2"

1'-5 3/4"

-7-1/2"

+0"

21

22

19

20A

5.02

1st Floor Phase 1

Design Development

10145.002

Northstar Nazareth Living Center

5' 10' 20'0

October 18, 2012

east elevation

first floor

88'-2 1/2"GARAGE FLOOR

1/2"=1'-0"WALL SECTION BALCONY @ GARAGE

A6.112

100'-0"FIRST FLOOR

UNITDWELLING

1" DRIP

SLOPE = 1/4: 12

BALCONY

R-19 BATTINSULATION

6 MIL MOISTUREBARRIER BELOW SLAB

GARAGE

PAINTED 8" CMU(NOM.), RE: STRUCT.

CONC. SLAB ONGRANULAR FILL, RE:STRUCT.

SLOPE2% MAX

7'-0

"4"

BOND BEAM, RE: STRUCT.

BASE BID: VINYL SIDINGADD ALTERNATE: BRICK VENEER

THRESHOLD SET INMASTIC

VINYL RAILING WITHSQUARE BALLUSTERS

STEEL POUR STOP- (PT),RE: STRUCT.

3A8.03

13A8.03

COLUMN BEYOND

SLOPE2% MAX

2X4 VINYL CLAD LAY-INCEILING SUSPENDEDFROM METAL DECK

7 1/

2"

RE: A0.05

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UP

DN

UPD

N

120B

RO

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BE

LOW

129B

107B

9a

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117A

117AM

EC

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72"

48"

48"

1A

5.03

105B

2A

7.03

2A

7.02

1A

7.04

3A

5.02

6'-0"

TYP

.

8'-11 1/2"12'-11 1/4"15'-0 7/8"15'-0 7/8"15'-0 7/8"13'-1 7/8"13'-1 7/8"14'-2 5/8"16'-1 3/4"27'-10 1/4"

18'-11 7/8"

3'-2 1/8"

3'-2"4'-7 5/8"

18'-10 1/2"

13'-5 7/8"3'-0 5/8"

12'-2 1/2"

14'-10 7/8"13'-1 7/8"35'-2"12'-8 1/4"10'-9 1/8" 12'-4 5/8"13'-1 7/8"15'-0 7/8"15'-0 7/8"13'-6 1/4"

6'-6"

18'-1 1/4" 15'-6"

6 3/4"

10'-0 3/4" 13'-1 7/8"

2'-4"

23'-1 3/4" 12'-8 1/4" 35'-2" 13'-1 7/8" 18'-8 5/8"

9'-0 3/4"

3'-3 1/4" 21'-10 3/4"

20'-10 3/4"

82'-2 1/2"

℄℄

℄

℄

℄℄

4"

℄6'-6"

℄

℄

4"

℄ ℄

25'-9 1/4"

8'-1 1/8"

℄

15'-6 3/4"5'-0 5/8"℄

15'-0 7/8"15'-0 7/8"

13'-5 3/4"

SIM

.

104C

OR

RID

OR

6'-5 1/4"

6'-0"

TYP.

8'-3 1/4"

1'-1 5/8"

3'-7 1/2"

4'-7 3/4"

℄

℄℄

3'-3 5/8" 7'-1 5/8"

11'-1 7/8"

4'-3 5/8"

℄

6'-0 3/4"

1'-8 3/8"

2'-0 3/8"

4'-9"℄

3'-5 1/8" 24'-0"

2A

7.01

D1

D1s

D1

D1

D1

D1

D2

D2

D2s

D2

W2s

ALIG

N

D1s

D1s

D1s

D2s

W4

W3

D2

D1

D1

D1

D2

D2

SIM

.

SIM

.

7'-7 3/4"

℄11'-0 3/8"

℄

21'-3 3/8"

8'-7 5/8"

21'-5 1/4"

31'-10 3/4"

150°

150°

120°

120°

D2s

D2D

4s

D2s

SIM

.

4'-0"4'-0"

D4s

D2s

D2s

D2s

D4s

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2

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2s

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2

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D4s

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TYP

.

9'-2 1/2"15'-10 3/8"

6'-0"

TYP

.

10 1/2"TYP.

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TYP

.

28'-5 3/8" TYP

.28'-5 3/8" TY

P.

28'-5 3/8" TYP

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P.

10'-8"

6'-0"TY

P.

13'-10 1/8"

11'-0"

19'-8 1/2"

℄

6'-0"

TYP.

5'-7 5/8"7'-0 7/8"2'-1 7/8"

9'-0 7/8"

12'-3"

5'-0"

TYP

.

112.82°

1'-3"

6'-6"

2'-11 5/8" 5'-0" 42'-5 1/8"

5'-0"

R64'-0"

CE

NTE

R O

FR

AD

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AT P

ATIO

PA

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33'-0 1/4"

9 7/8"

3'-2"3'-0 3/4"

14'-0 1/8"

6'-6"12'-7 3/8"

8'-2"

1'-5 3/4"

-7-1/2"

+0"

21

22

19

20A

5.02

1st Floor Phase 1

Design Development

10145.002

Northstar Nazareth Living Center

5' 10' 20'0

October 18, 2012

A7.047

1'-6 1/2"

105RECYCL'G

TRASH/

105A

S1-

1B

104

EXHAUSTSHAFT ABOVE

TRASH CHUTEABOVE

+0"

-3"

REMOTE POWERUNIT

FUSED DISCONNECTSWITCH BOX

1'-6

1/2

"

NOTE:COORDINATE COMPACTOR/CONTAINER LOCATION WITHTRASH CHUTE.

2 CU. YARDCOMPACTIONCONTAINER

℄

℄

TRASHCOMPACTOR

W3 W5

105B

U1

3"

PROVIDE (2)ADDITIONAL LAYERS OF5/8" GYP. BOARD THISSIDE OF WALL

7 1/4"

7 1/4"

1/4":12" Slope Max.1/8":12" Slope Min.

12'-5

3/4

"

1/2"=1'-0"Trash Chute Plan - First Floor

A7.041

Project No.:Cross Reference:Project:Issue Date:

Nazareth Living Center 2 Nazareth Lane, St. Louis, MO 63129

09/25/201210145.002

ASI No. 4

ASI No. 4-1/A7.04

3/4"=1'-0"KITCHEN ISLAND ELEVATION

3

4'-0"

4 1/

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7"7"

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STONE COUNTERTOPWITHOUT BACKSPLASH(PROVIDE 1" RADIUS ATCORNERS, TYP.) - COLORSHALL MATCH ADJ. KITCHENCOUNTERTOP

OPTIONAL DRAWER LOCK

LOCKABLE CASTERS -LOCATE WHEEL FLUSH WITHF.O. CABINET AS TO NOTCREATE A TRIP HAZARD

BASE CABINET WITHDRAWERS - (PROVIDEMODIFIED FULL OVERLAYCABINET DRAWERS PERSPEC)

CABINET HARDWARESHALL MATCH ADJKITCHEN HARDWARE

NOTE:CABINET DRAWER ANDDOOR PROFILE/STYLE/COLOR/SIZE SHALL MATCHADJ KITCHEN CABINETRY

FULL HEIGHT, TRAY BASECABINET

MATCH ADJ KITCHENCABINETRY, TYP.

Cross Reference:Project: Project No.:Issue Date:

2 Nazareth Lane, St. Louis, MO 63129Nazareth Living Center

Kitchen Island Elevations

ASI-A4.01-3

1014511/15/2012

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14

pioneer network conferencepresentation

4

The Sarah Community Anna House Story

Household Renovation

St. Joseph�’s Home429 SF/Bed



Brooking Park Memory Care460 SF/Bed


Neighborhood �– New Construction

MeadowlandsMemory Care

559 SF/Bed



Clarity Pointe565 SF/Bed


Dining Experience

ACTIVITY HOUSEHOLD


Dining Experience

NEIGHBORHOOD NEIGHBORHOOD

4










559 SF/Bed





Dining Experience

ACTIVITY HOUSEHOLD


Dining Experience


brief: a study on creating effiecient resident-oriented programmatic floor plans in senior living establishments, creating a welcoming sense of community. These are described as neighbor-hoods and allow for an enhanced focus on health and experience of the residents.

16

4










559 SF/Bed





Dining Experience

ACTIVITY HOUSEHOLD


Dining Experience


4










559 SF/Bed





Dining Experience

ACTIVITY HOUSEHOLD


Dining Experience


south east missouri state UNIVERSITY-RIVER CAMPUS MIXED USE

Client: south east missouri state university Location: 518 S Fountain St Cape Girardeau, MO 63702

program: student housing academic program- art studios

context: river campus

18

MUSICSPACE ALLOCATION DIAGRAMS

9/24/2012

H01

3125 SF

CHORAL REHEARSAL

H02CHAMBER

H08

H11

OFFICE120 SF

900 SF

H10INSTRUMENTSTORAGE

500 SF

H09

400 SF

CHORALLIBRARY

H07H12 H13

H06

SECTIONALCLASSROOM-03

H05

SECTIONALCLASSROOM-02

H04

H03SECTIONALCLASSROOM-01

500 SF

OFFICE120 SF

OFFICE120 SF

PRACTICE ROOMS

120 SF

120 SF

120 SF

500 SF

500 SF

SHARED SPACESSPACE ALLOCATION DIAGRAMS

9/24/2012

A03

K02CLASSROOM

3300 SF

K03STUDENT BREAKROOM

300 SF

K03STAFF

250 SF

K07RESTROOM

1000 SF

K05COMMON GALLERY

TBD

THEATER & DANCESPACE ALLOCATION DIAGRAMS

9/24/2012

J01

4200 SF

DANCE STUDIO

J10 J11J09

J03SHOWER

J02WOMEN'SLOCKER ROOM

2160 SF

J06DIRECTING

OFFICE120 SF

J04 J05MEN'S LOCK.ROOMS

SHOWER

750 SF

320 SF

OFFICE120 SF

OFFICE120 SF

J12TRAINING ROOM

music

theater & Dance shared spaces

CERAMICSSPACE ALLOCATION DIAGRAMS

9/24/2012

B14OUTDOOR CERAMICS YARD

OUTDOOR STORAGE

B12 B11

B13

400 SF

PROJECTSTORAGE

OFFICES120 SF EA.

B10

750 SF

GLAZE

B09

700 SF

KILN ROOM

200 SFRECEIVING

B08

B07

400 SF

CLAY MATERIALSTORAGE

B06 CLAYMIXING

150 SF

B05

1600 SF

INDEPENDENT STUDIOS

B03

1,100 SF

WHEEL THROWING

1,000 SF

B02ADV. CLASSROOM

B01

1250 SF

HAND BUILDING AND METAPHOR

RCVG

TBD

PAINTINGSPACE ALLOCATION DIAGRAMS

9/24/2012

C06

2000 SF

INDEPENDENT STUDIOS

C05

C04SPRAY BOOTH

C01PAINTING

2000 SF

C03MODEL

OFFICE

FRAME MAKING

C02 120 SF

J03SHOWER

J02WOMEN'SLOCKER ROOM

J04

J05

ROOMS

SHOWER

750 SF 320 SFMEN’S LOCK.

100 SF

TBD150 SF

SCULPTURESPACE ALLOCATION DIAGRAMS

9/24/2012

F06OFFICE

120 SF

F05SPRAY BOOTH

200 SF

F04STORAGE250 SF

F02STORAGE

300 SF

1800 SF

F013D STUDIO

D02STORAGE

250 SF

D05

600 SF

INDEPENDENT WORKAREA

D04WOODS MAJORS STUDIO

1200 SF

D01WOOD SHOP

2200 SF

D06SPRAY BOOTH

100 SF

D07OFFICE

120 SF

E07

E06SPRAYBOOTH

300 SF

E02METALSSTORAGE

400 SF

E01METALS SHOP

2600 SF

E05STORAGE250 SF

E04STORAGE

CLASSROOM

250 SF

D07

F07

875 SF

E03D03

F03

TBD

ART/GENERAL EDUCATIONSPACE ALLOCATION DIAGRAMS

A03

A02OFFICE120 SF

A01

2,100 SF

CLASSROOM-01

1,000 SFA04TEACHING GALLERY

A05INDEPENDENT STUDIOS

OUTDOOR SCULPTURE EXHIBIT

A07

K02CLASSROOM

3300 SF

OFFICE120 SF

1,800 SF TBD

9/24/2012

space allocation diagramsart/gen. ed. ceramics painting

sculpture

brief:

schematic design design developmentspace allocation diagramscontext studiesprecedent studies 3-d modeling siting options

efficient floor plan options

UNIT A4 BEDROOM/ 4 BATH

BEDROOM

BEDROOM

BATH BATH

W/D

BATH BATH

BEDROOM

BEDROOM KIT

CH

EN

ETT

E

R

8'-6

"

14'-3"

8'-6

"

14'-3"

14'-3"

8'-6

"

8'-6

"

14'-3"

6'-6

"

6'-6

"

32'-0

"

DWELLING

13'-0"

DINING

Sketch/Page No.

refer to sheet A3.0

A01Unit A

612.127

Southeast Missouri State River Campus Residence Hall & Academic Program

07.05.12

Scale: 3/16" = 1'-0"

0 5'-4"2'-8"1'-4"

UNIT B4 BEDROOM/ 4 BATH

BATH

BEDROOMBEDROOM

BATH

KIT

CH

EN

ETT

E

RW/D

13'-0"

8'-6"

6'-6"

8'-6"

14'-3

"3'

-6"

14'-3

"

32'-0

"

BATH

BEDROOM BEDROOM

BATH

8'-6"

6'-6"

8'-6"

14'-3

"3'

-6"

14'-3

"

DWELLING

DINING

Sketch/Page No.

refer to sheet A3.0

A01612.127


Scale: 3/16" = 1'-0"

0 5'-4"2'-8"1'-4"

Unit B

07.05.12

UNIT HYBRID4 BEDROOM/ 4 BATH

BATH

BEDROOMBEDROOM

BATH

KIT

CH

EN

ETT

E

RW/D

13'-0"

8'-6"

6'-6"

8'-6"

14'-3

"3'

-6"

14'-3

"

32'-0

"

DWELLING

DINING

BATH BATH

BEDROOM

BEDROOM

8'-6

"

14'-3"

8'-6

"

14'-3"

Sketch/Page No.

refer to sheet A3.0

A01612.127


Scale: 3/16" = 1'-0"

0 5'-4"2'-8"1'-4"

Unit C (Hybrid)07.05.12

UNIT TYPES STUDY

= net leaseable areagross areanet area

EFFICIENT FLOOR PLANS

SEMO RIVER CAMPUS MIXED USE

20

PROGRAM SITING OPTIONS

STUDENT HOUSING

ACADEMIC PROGRAMS

EXISTING BUILDINGS

CONCEPT: programmatically, establish a relationshipbetween the academic program spaces and the residential housing

Client: archdiocese of st. louis Location: 3310 S Grand Blvd Saint Louis, Missouri 63116program: catholic charities offices:

catholic family servies refugee centersouthside centerlamphousing resource childcare center

shared multi-purpose spaces

context: st. louis city

brief: abandoned school buildingProgramming Adjacenciesfield verifying existing conditions consultant coordinationAdaptive ReuseHistoric Preservationintegrating new systems multiple clients & programs

ST. PIUS VADAPTIVE REUSE`

brief: abandoned school buildingProgramming Adjacenciesfield verifying existing conditions consultant coordinationAdaptive ReuseHistoric Preservationintegrating new systems multiple clients & programs

22

3rd floor plan-demo 3rd floor plan-new

sharedrefugee centerheatlth + assistance

CLOSET

CLOSET

DSDS

PLAS. CLG @13'-2" A.F.F.

WOOD FLR'G

OFFICE

2x2 APC @7'-11 1/2" A.F.F.

CARPET

CLOSETWOOD FLR'G

12x12 VCT CLOSETVCT FLR'G

CLASSROOM12x12 VCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.


OFFICECARPET


S


PLAS. CLG @12'-4 1/2" A.F.F.

12x12 VCT FLR'G

HALLWAYHISTORICAL

PLAS. CLG. @12'-5" A.F.F.

TERRAZZO FLR'G


PLAS. CLG @12'-4 1/2" A.F.F.

SD.F.

CLASSROOMVCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.

CLASSROOMVCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.

CLASSROOMVCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.

CLOSETVCT FLR'G

TERRAZZO FLR'G

TERRAZZO FLR'G

TERRAZZO FLR'G

CLOSETCLOSET

QUARRY TILE FLR'G

CLOSETVCT FLR'G

F.S.

JAN.

CLOCK

UP

(13

)R@

7 7

/16"

-

DN

DN

DN

(13

)R.

@ 7

.5"+

UP

109'-9" F.F.

111'-10" F.F.

DSDS

DN

(8)

R.

@ 7

5/8

"U

P (

13)R

.@

7 3

/4"

BREAK RM

MULTIPURPOSEROOM

GRANTRECIPIENT

COPY

INTAKE

FAMILY CONF.

REFUGEE CENTER

HISTORICALHALLWAY

DIRECTOR

MECH. RM.

WS5

WS2

WS3

WS4

WS6

WS7

WS8

RECEPTION

WS5

WS1

WS2

WS3

WS4

WS6

WS7

WS8

ELEC./DATA

STAFF OFFICE

HEALTH &ASSISTANCE

CENTER

MECH.

STAFF WOMENS RR

STAFF MENS RR

3284

10'-6"11'-3"

5'-3 1/2" 15'-4 1/2"

2'-3 1/2"

2'-3

1/2

"1'

-8"

14'-1 1/8"7'-4"INSIDE SHAFT

6'-3

1/4

"IN

SID

E S

HA

FT9'

-9 1

/2"

19'-5

"

12'-3

1/4

"9'

-3 1

/8"

9'-5

1/4

"35

'-8"

ALIGN

ALIGN

16'-3" 4'-5"

5'-10" 4'-5"10'-5"

11'-0" 9'-8"

14'-1

1 3/

4"

11'-1

3/8

"

8'-6"5'

-9 1

/2"

ALIGN

UP

(13

)R@

7 7

/16"

-D

N(1

1)R

DN

(11)

R

LANDING ELEV. @120'-2 3/4" A.F.F.

STAFF RR

16'-2

1/2

"

LOBBY

HISTORICALCORR.

STAIR

PASSAGE

ELEVATOR

1'-6"

EXAM

DWREF

MICRO

OVEN/ COOKTOP & HOOD

3'-4

"

1

1

1 1

1

6 TYP. @ELEVATOR

1

2

1

1

1

1

1

7 7

1

1

DS

DS

1FEC

FEC

BOTT. BM. @11'-1 1/2" A.F.F.


PLAS. CLG @12'-4 1/2" A.F.F.

PLAS. CLG @12'-4 1/2" A.F.F.

BOTT. BM. @11'-11 1/2" A.F.F.



BOTT. BM. @12'-6" A.F.F.

PLAS. CLG @12'-4 1/2" A.F.F.

BOTT. BM. @12'-6" A.F.F.

BOTT. BM. @11'-1 1/2" A.F.F.

BOTT. BM. @11'-1 3/4" A.F.F.

PLAS. CLG @12'-4 1/2" A.F.F.

APC-1 @9'-0" A.F.F.

APC-1 @9'-0" A.F.F.

The Professional Architect's seal affixed to this sheetapplies only to the material and items shown on thissheet. All drawings, instruments or other documents notexhibiting this seal shall not be considered prepared bythis architect, and this architect expressly disclaims anyand all responsibility for such plans, drawings ordocuments not exhibiting this seal.

This drawing and details on it are the sole property of thearchitect and may be used for this specific project only.It shall not be loaned, copied or reproduced, in whole orpart, or for any other purpose or project without thewritten consent of the architect.

12114.001

KPG

Issue Date

No. Description Date

3530

Uta

h S

tree

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uis,

Mis

sour

i 63

118

St.

Piu

s V

Cat

holic

Cha

ritie

sA

rchd

ioce

se o

f Sai

nt L

ouis

AD

AP

TIV

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EU

SE

FO

R:

99% REVIEW SET

DECEMBER 28, 2012

2nd FLOOR PLANSDEMOLITIONNEW WORK

2nd FLOOR PLAN - DEMOLITIONSCALE: 1/8" = 1'-0"

1NORTHPLAN

2nd FLOOR PLAN - NEW WORKSCALE: 1/8" = 1'-0"

2NORTHPLAN

2nd CEILING PLAN PLAN - NEW WORKSCALE: 1/8" = 1'-0"

3NORTHPLAN

XDEMOLITION KEYED NOTES1 REMOVE PARTITION AND ASSOCIATED DOORS IN IT'S ENTIRETY AS INDICATED.

2

4

3REMOVE MISCELLANEOUS SHELVING, COAT RACKS ETC. AT EXISTINGCLOSETS AS REQUIRED FIELD VERIFY CONDITION.

REMOVE BUILT-IN WOOD STORAGE CABINET OR SHELVING UNIT..

SAW CUT AND REMOVE EXISTING CMU AS REQUIRED FOR NEW DOOR OPENING

2

1

11

3

3

3

33

3

3

4

1

(THIS PLAN ONLY)

1

1

1

4

4

4 4

4

4

5REMOVE EXISTING POWER PANEL- REFER TO M.E.P. DRAWINGS FOR MOREINFORMATION.

6REMOVE C.I. RADIATOR AND ASSOCIATED PIPING COMPLETELY- REFER TOM.E.P. DRAWINGS FOR MORE INFORMATION.

5

6 4

6

6

6

6

6

6

6

6

6

6

6

6

6

6 6

7 REMOVE EXISTING FINISH FLOOR MATERIAL AND UNDERLAYMENT ASINDICATED (HARDWOOD FLOORING TO REMAIN). SEE GENERAL NOTE 3

8EXISTING TERRAZZO FLOORING TO REMAIN, PROTECT DURING THEDEMOLITION AND CONSTRUCTION PROCESS.

7

8

8

9REMOVE WALL MOUNTED TRIM, CHALK BOARDS, MARKER BOARDS, ETC.(RETAIN HISTORIC CHALK BOARD WHERE NOTED)

7 7

4

9

7

9

7

9

7

9

7

97

9

10REMOVE WALL MOUNTED SINK, SINK AND BASE CABINET, AND OR DRINKINGFOUNTAIN, REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

66

10

10

10

11 SAW CUT AND REMOVE AREA OF CONCRETE SLAB FOR NEW ELEVATOR,REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION.

12REMOVE PIPING AND STACKS AS REQUIRED, REFER TO M.E.P. DRAWINGS FORMORE INFORMATION.

12

12

12

12

13REMOVE STEEL FLUE PIPE AND METAL SUPPORT BRACKETS, PATCH EXISTINGMASONRY AS REQUIRED AT REMOVED BRACKETS.

13

14

14 REMOVE EXISTING WINDOW AND WOOD TRIM.

1

15

15

TYP.

15

TYP.

15

TYP.

15

TYP.

15

TYP.

15

TYP.

XXX

XCONSTRUCTION PLAN KEYED NOTES (THIS PLAN ONLY)

1HISTORIC CLOCK TO REMAIN, REPLACE MISSING GLASS LENS ON SOUTHSIDE. PROTECT DURING DEMOLITION AND CONSTRUCTION PROCESS

2

16REMOVE WOOD DOOR AND RETAIN DOOR FOR POSSIBLE INSTALLATION AT NEWLOCATION. EXISTING DOOR FRAME AND TRANSOM TO REMAIN.

16

HISTORIC TERRAZZO FLOORING AND BASE, RESTORE ANY DAMAGED AREASIF ANY, SCRUB CLEAN, POLISH AND SEAL AS REQUIRED FOR LIKE NEWAPPEARANCE.

1

3HISTORIC CORRIDOR TO BE PRESERVED; REPAIR ANY DAMAGED PLASTERWALLS AND CEILINGS TO MATCH ADJACENT FINISHES.

PRESERVEHISTORICCHALK BD.

17

17TYP.

2

TYP.2

TYP.3

4HISTORIC STAIRS TO BE PRESERVED; REPAIR ANY DAMAGED PLASTER WALLSAND CEILINGS TO MATCH ADJACENT FINISHES. CLEAN REPAINT WINDOWFRAMES AT NORTH ELEVATION

4

5

5 HISTORIC CHALK BOARD TO BE PRESERVED, CLEAN/ SAND WOOD FRAME ASREQUIRED AND REPAINT. USE ELEMENTS FROM DEMO BOARDS IF REQ'D.

6 HISTORIC CORRIDOR DOOR TO BE PRESERVED; REPAIR DOOR AND FRAME ASREQUIRED. REFER TO DOOR SCHEDULE FOR MORE INFORMATION.

6

69

6

6

6

9 7

7 HISTORIC DOOR FRAME AND TRANSOM TO BE PRESERVED; REPAIR DOORFRAME AND TRANSOM IF REQUIRED. FILL HINGE POCKETS, LATCH HOLES,ETC. AND REFINISH FRAME TO MATCH EXISTING FINISH. SEE DOOR SCHED.

8

8EXISTING ENTRY AND STEPS, RESTORE TO HISTORIC CONDITION-SEE DETAILS 1 THRU 4 SHEET A3.2.

2

REMOVE LOOSE DELAMINATING OR DAMAGED PLASTER AT EXTERIOR WALLSAND PREP AS REQUIRED FOR NEW PLASTER FINISH (FEILD VERIFY CONDITIONS).

8

9 HISTORIC DOOR WITH SWING REVERSED AS SHOWN, PREP EXISTING FRAMEFOR NEW SWING/ HARDWARE. REFER TO DOOR SCHEDULE.

1 PATCH AND REPAIR ALL EXISTING PLASTER CEILINGS ASREQUIRED TO MATCH EXISTING FINISH, PAINT AS SCHEDULED.

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

2 PATCH IN AND REPAIR EXISTING HISTORIC CEILING MOLDINGSAT EXTERIOR WALLS AND AT HISTORIC CORRIDOR ATDEMOLISHED PARTITIONS OR AS REQUIRED TO MATCH EXISTINGCLEAN AND PAINT.

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.1

TYP.1

TYP.2

XCEILING PLAN KEYED NOTES (THIS PLAN ONLY)

10HISTORIC WOOD BASE MOLDINGS AND WALL RAIL TRIM TO BE PRESERVED,TYPICAL AT EXTERIOR WALL AND CLASSROOM SIDE OF HISTORIC CORRIDOR.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

REVERSEDR. SWING

3

6

DEMOLISHED PARTITION/ CONSTRUCTION

EXISTING PARTITION/ CONSTRUCTION

NEW PARTITION

NEW OR EXISTING (1) HOUR RATED PARTITION


PLAN LEGEND 2x4 LAY-IN FLUORESCENT LIGHT FIXTURE

2x4 ACOUSTICAL PANEL CEILING SYSTEM (APC)

DIRECT/ INDIRECT FLUORESCENTLIGHT FIXTURE

SURFACE MOUNTED OR PENDENTTYPE LIGHT FIXTURE

COMPACT FLUORESCENT CAN LIGHT FIXTURE

1x4 SURFACE MOUNTED OR SUSPENDEDFLUORESCENT STRIP TYPE LIGHT FIXTURE

PARTITION WITH ACOUSTICAL BATTS

1. REFER TO GENERAL NOTES AND CUTTING AND PATCHING NOTESSHEET A2.1 FOR MORE INFORMATION.

2. ALL PLASTER WALLS AND CEILINGS TO REMAIN EXPOSED TO VIEW INNEW CONSTRUCTION ARE TO BE VISUALLY INSPECTED, REMOVESPALLED OR LOOSE PLASTER FINISHES AND REMOVE ANY PEELINGPAINT AND PREP WALLS AND CEILINGS AS REQUIRED FOR PLASTERREPAIR WORK.

3. HARDWOOD FLOORS; ANY AREAS FOUND TO BE UN-SOUND ORDAMAGED ARE TO BE PATCHED AS REQUIRE TO RECEIVE NEWUNDERLAYMENT / FINISHES FLOOR MATERIAL AS SCHEDULE.

1. ALL EXISTING INTERIOR AND EXTERIOR PLASTER WALLS EXPOSEDTO VIEW IN NEW CONSTRUCTION ARE TO BE PATCHED, REPAIREDAND RESTORED TO ORIGINAL WALL FINISH AND TEXTURE ASREQUIRED, FIELD VERIFY EXTENT OF WORK.

2. PROTECT ALL HISTORIC BUILDING ELEMENTS TO REMAIN DURINGTHE DEMOLITION AND CONSTRUCTION PROCESS, TYP.

3. ALL EXISTING WINDOWS AND WOOD WORK ARE TO BE INSPECTEDAND REPAIRED AS REQ'D. WOOD FRAMES, STOOLS AND TRIM ARETO BE PAINTED AS SCHEDULED. SEE TYP. DETAIL 2/A8.1

1

18 REMOVE EXIST'G DOOR AND FRAME

18

19 REMOVED WOOD CASED DOOR OPENINGS AT WALL TO REMAIN

19 19

18

REVERSEDR. SWING

20

20 REMOVED WOOD DOORS, FRAMES AND SIDELITES AT FRONT ENTRY,WOOD VERTICAL HISTORIC MULLIONS TO REMAIN- SEE DETAIL 3/A3.2

21 REMOVE EXIST'G INFILL CONSTRUCTION AT PREVIOUSLYDEMOLISHED WINDOWS FOR NEW MASONRY BEARING CONSTR.

21 21

22

REMOVE WINDOW AC. UNIT AND METAL COMPOSITE PANEL SET INEXIST'G ALUM. WINDOW SASH FRAME, FRAME TO REMAIN.

22 REMOVE EXIST'G INFILL CONSTRUCTION AT PREVIOUSLYDEMOLISHED WINDOW AS REQ'D FOR NEW ALUM. WINDOW.ORIGINAL WOOD WINDOW FRAME IS TO REMAIN.

23

22

REMOVEAC UNITAND WOODSHELVING

23

11NEW STEEL PIPE HANDRAILS, CORE DRILL POST INTO STONE STEPS ORCONCRETE, SET IN NONE SHRINK GROUT.

11

12EXISTING STONE STEPS, MUD-JACK AND SEAL JOINTS AS REQ'D-SEE DETAIL 4/A3.2

12

13PROVIDE NEW 8" CMU FILL WITH PLASTER FINISH TO MATCH ADJACENTWALLS AT EXISTING WINDOW OPENINGS

14

13

1. EXISTING PLASTER CEILINGS TO REMAIN EXPOSED TO VIEWARE TO BE RESTORED TO ORIGINAL FINSIH AND ANY LOOSEOF PEELING PAINT IS TO BE REMOVE AS REQUIRED FORPLASTER REPAIR AND NEW PAINT FINISH.

3

3

3

15 PROVIDE SOUND BATTS IN NEW PARTITIONS AT MECHANICAL ROOM

15

15

1

44

4REPAIR COVED PLASTER CEILING AND TRIM TO ORIGINAL CONDITIONAS REQUIRED AT DEMOLISHED PLUMBING - PAINT AS SCHED..

EXISTING WINDOWS THIS AREA TO BE PROTECTED WITHWATER CURTAIN TO ACHIEVE (1) HOUR RATING .5

5

6

TRANSOM WOOD WORK STRIPPED, CLEANED AND REPAINTED6

16 BRICK VENEER INFILL TO MATCH EXIST'G OVER 5/8" DENSGLAS 3-5/8"METAL STUDS W/ INSULATION AND 5/8" GYP. BD. AT INTERIOR SIDE.PROVIDE SILL FLASHING AND WEEPS AS REQUIRED.

16


PROVIDE & INSTALL NEW CLEAR INSULATED GLASS IN EXISTINGALUMINUM WINDOW SASH AS REQ'D TO MATCH EXISTING GLAZING.FIELD VERIFY SIZES AND EXIST'G CONDITIONS.

24

24

17

17 HISTORIC CORR; REMOVE ALL SURFACE MOUNTED ELECTRICAL CONDUITS,J-BOXES, LIGHT FIXTURES, ETC. REFER TO M.E.P. DWGS FOR MORE INFORMATION.PLASTER WALLS AND CEILINGS, TRIM, AND DOORS ARE TO BE PRESERVED U.N.O.

14PROVIDE NEW STEEL LINTELS AS REQUIRED AT NEW DOOR OPENINGREFER TO STRUCTURAL DWGS FOR MORE INFORMATION.

1725

REMOVE ALUM. SINGLE HUNG WINDOW, RETAIN FOR INSTALLATIONAT NEW LOCATION- REFER TO CONSTRUCTION PLAN.25

25

NEW MECHANICAL LOUVER IN EXISTING WOOD WINDOW FRAME.INSTALL WEATHER TIGHT .18

18

18

RELOCATED ALUM. SINGLE HUNG WINDOW IN EXISTING WOODWINDOW FRAME. PROVIDE BREAK METAL CLADDING AT EXTERIOR OFWOOD FRAME TO MATCH EXIST'G INSTALLED CONDITIONS, INSTALLWEATHER TIGHT .

19

1919

NEW SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM. SEEDETAILS A, B, & C/A8.1

CLOSET

CLOSET

DSDS


WOOD FLR'G

OFFICE

2x2 APC @7'-11 1/2" A.F.F.

CARPET

CLOSETWOOD FLR'G

12x12 VCT CLOSETVCT FLR'G


PLAS. CLG @12'-4 1/2" A.F.F.


OFFICECARPET


S


PLAS. CLG @12'-4 1/2" A.F.F.

12x12 VCT FLR'G

HALLWAYHISTORICAL


TERRAZZO FLR'G


PLAS. CLG @12'-4 1/2" A.F.F.

SD.F.

CLASSROOMVCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.

CLASSROOMVCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.

CLASSROOMVCT FLR'G

PLAS. CLG @12'-4 1/2" A.F.F.

CLOSETVCT FLR'G

TERRAZZO FLR'G

TERRAZZO FLR'G

TERRAZZO FLR'G

CLOSETCLOSET

QUARRY TILE FLR'G

CLOSETVCT FLR'G

F.S.

JAN.

CLOCK

UP

(13

)R@

7 7

/16"

-

DN

DN

DN

(13

)R.

@ 7

.5"+

UP

109'-9" F.F.

111'-10" F.F.

DSDS

DN

(8)

R.

@ 7

5/8

"U

P (

13)R

.@

7 3

/4"

BREAK RM

MULTIPURPOSEROOM

GRANTRECIPIENT

COPY

INTAKE

FAMILY CONF.

REFUGEE CENTER

HISTORICALHALLWAY

DIRECTOR

MECH. RM.

WS5

WS2

WS3

WS4

WS6

WS7

WS8

RECEPTION

WS5

WS1

WS2

WS3

WS4

WS6

WS7

WS8

ELEC./DATA

STAFF OFFICE

HEALTH &ASSISTANCE

CENTER

MECH.

STAFF WOMENS RR

STAFF MENS RR

3284

10'-6"11'-3"

5'-3 1/2" 15'-4 1/2"

2'-3 1/2"

2'-3

1/2

"1'

-8"

14'-1 1/8"7'-4"INSIDE SHAFT

6'-3

1/4

"IN

SID

E S

HA

FT9'

-9 1

/2"

19'-5

"

12'-3

1/4

"9'

-3 1

/8"

9'-5

1/4

"35

'-8"

ALIGN

ALIGN

16'-3" 4'-5"

5'-10" 4'-5"10'-5"

11'-0" 9'-8"

14'-1

1 3/

4"

11'-1

3/8

"

8'-6"

5'-9

1/2

"

ALIGN

UP

(13

)R@

7 7

/16"

-D

N(1

1)R

DN

(11)

R

LANDING ELEV. @120'-2 3/4" A.F.F.

STAFF RR

16'-2

1/2

"

LOBBY

HISTORICALCORR.

STAIR

PASSAGE

ELEVATOR

1'-6"

EXAM

DWREF

MICRO

OVEN/ COOKTOP & HOOD

3'-4

"

1

1

1 1

1

6 TYP. @ELEVATOR

1

2

1

1

1

1

1

7 7

1

1

DS

DS

1FEC

FEC

BOTT. BM. @11'-1 1/2" A.F.F.


PLAS. CLG @12'-4 1/2" A.F.F.

PLAS. CLG @12'-4 1/2" A.F.F.

BOTT. BM. @11'-11 1/2" A.F.F.



BOTT. BM. @12'-6" A.F.F.

PLAS. CLG @12'-4 1/2" A.F.F.

BOTT. BM. @12'-6" A.F.F.

BOTT. BM. @11'-1 1/2" A.F.F.

BOTT. BM. @11'-1 3/4" A.F.F.

PLAS. CLG @12'-4 1/2" A.F.F.

APC-1 @9'-0" A.F.F.

APC-1 @9'-0" A.F.F.



12114.001

KPG

Issue Date


3530

Uta

h S

tree

t, S

t. Lo

uis,

Mis

sour

i 63

118

St.

Piu

s V

Cat

holic

Cha

ritie

sA

rchd

ioce

se o

f Sai

nt L

ouis

AD

AP

TIV

E R

EU

SE

FO

R:

99% REVIEW SET

DECEMBER 28, 2012

2nd FLOOR PLANSDEMOLITIONNEW WORK

2nd FLOOR PLAN - DEMOLITIONSCALE: 1/8" = 1'-0"

1NORTHPLAN

2nd FLOOR PLAN - NEW WORKSCALE: 1/8" = 1'-0"

2NORTHPLAN

2nd CEILING PLAN PLAN - NEW WORKSCALE: 1/8" = 1'-0"

3NORTHPLAN

XDEMOLITION KEYED NOTES1 REMOVE PARTITION AND ASSOCIATED DOORS IN IT'S ENTIRETY AS INDICATED.

2

4

3REMOVE MISCELLANEOUS SHELVING, COAT RACKS ETC. AT EXISTINGCLOSETS AS REQUIRED FIELD VERIFY CONDITION.

REMOVE BUILT-IN WOOD STORAGE CABINET OR SHELVING UNIT..

SAW CUT AND REMOVE EXISTING CMU AS REQUIRED FOR NEW DOOR OPENING

2

1

11

3

3

3

33

3

3

4

1

(THIS PLAN ONLY)

1

1

1

4

4

4 4

4

4

5REMOVE EXISTING POWER PANEL- REFER TO M.E.P. DRAWINGS FOR MOREINFORMATION.

6REMOVE C.I. RADIATOR AND ASSOCIATED PIPING COMPLETELY- REFER TOM.E.P. DRAWINGS FOR MORE INFORMATION.

5

6 4

6

6

6

6

6

6

6

6

6

6

6

6

6

6 6

7 REMOVE EXISTING FINISH FLOOR MATERIAL AND UNDERLAYMENT ASINDICATED (HARDWOOD FLOORING TO REMAIN). SEE GENERAL NOTE 3

8EXISTING TERRAZZO FLOORING TO REMAIN, PROTECT DURING THEDEMOLITION AND CONSTRUCTION PROCESS.

7

8

8

9REMOVE WALL MOUNTED TRIM, CHALK BOARDS, MARKER BOARDS, ETC.(RETAIN HISTORIC CHALK BOARD WHERE NOTED)

7 7

4

9

7

9

7

9

7

9

7

97

9

10REMOVE WALL MOUNTED SINK, SINK AND BASE CABINET, AND OR DRINKINGFOUNTAIN, REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.

66

10

10

10

11 SAW CUT AND REMOVE AREA OF CONCRETE SLAB FOR NEW ELEVATOR,REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION.

12REMOVE PIPING AND STACKS AS REQUIRED, REFER TO M.E.P. DRAWINGS FORMORE INFORMATION.

12

12

12

12

13REMOVE STEEL FLUE PIPE AND METAL SUPPORT BRACKETS, PATCH EXISTINGMASONRY AS REQUIRED AT REMOVED BRACKETS.

13

14

14 REMOVE EXISTING WINDOW AND WOOD TRIM.

1

15

15

TYP.

15

TYP.

15

TYP.

15

TYP.

15

TYP.

15

TYP.

XXX

XCONSTRUCTION PLAN KEYED NOTES (THIS PLAN ONLY)

1HISTORIC CLOCK TO REMAIN, REPLACE MISSING GLASS LENS ON SOUTHSIDE. PROTECT DURING DEMOLITION AND CONSTRUCTION PROCESS

2

16REMOVE WOOD DOOR AND RETAIN DOOR FOR POSSIBLE INSTALLATION AT NEWLOCATION. EXISTING DOOR FRAME AND TRANSOM TO REMAIN.

16

HISTORIC TERRAZZO FLOORING AND BASE, RESTORE ANY DAMAGED AREASIF ANY, SCRUB CLEAN, POLISH AND SEAL AS REQUIRED FOR LIKE NEWAPPEARANCE.

1

3HISTORIC CORRIDOR TO BE PRESERVED; REPAIR ANY DAMAGED PLASTERWALLS AND CEILINGS TO MATCH ADJACENT FINISHES.

PRESERVEHISTORICCHALK BD.

17

17TYP.

2

TYP.2

TYP.3

4HISTORIC STAIRS TO BE PRESERVED; REPAIR ANY DAMAGED PLASTER WALLSAND CEILINGS TO MATCH ADJACENT FINISHES. CLEAN REPAINT WINDOWFRAMES AT NORTH ELEVATION

4

5

5 HISTORIC CHALK BOARD TO BE PRESERVED, CLEAN/ SAND WOOD FRAME ASREQUIRED AND REPAINT. USE ELEMENTS FROM DEMO BOARDS IF REQ'D.

6 HISTORIC CORRIDOR DOOR TO BE PRESERVED; REPAIR DOOR AND FRAME ASREQUIRED. REFER TO DOOR SCHEDULE FOR MORE INFORMATION.

6

69

6

6

6

9 7

7 HISTORIC DOOR FRAME AND TRANSOM TO BE PRESERVED; REPAIR DOORFRAME AND TRANSOM IF REQUIRED. FILL HINGE POCKETS, LATCH HOLES,ETC. AND REFINISH FRAME TO MATCH EXISTING FINISH. SEE DOOR SCHED.

8

8EXISTING ENTRY AND STEPS, RESTORE TO HISTORIC CONDITION-SEE DETAILS 1 THRU 4 SHEET A3.2.

2

REMOVE LOOSE DELAMINATING OR DAMAGED PLASTER AT EXTERIOR WALLSAND PREP AS REQUIRED FOR NEW PLASTER FINISH (FEILD VERIFY CONDITIONS).

8

9 HISTORIC DOOR WITH SWING REVERSED AS SHOWN, PREP EXISTING FRAMEFOR NEW SWING/ HARDWARE. REFER TO DOOR SCHEDULE.

1 PATCH AND REPAIR ALL EXISTING PLASTER CEILINGS ASREQUIRED TO MATCH EXISTING FINISH, PAINT AS SCHEDULED.

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

TYP.1

2 PATCH IN AND REPAIR EXISTING HISTORIC CEILING MOLDINGSAT EXTERIOR WALLS AND AT HISTORIC CORRIDOR ATDEMOLISHED PARTITIONS OR AS REQUIRED TO MATCH EXISTINGCLEAN AND PAINT.

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.2

TYP.1

TYP.1

TYP.2

XCEILING PLAN KEYED NOTES (THIS PLAN ONLY)

10HISTORIC WOOD BASE MOLDINGS AND WALL RAIL TRIM TO BE PRESERVED,TYPICAL AT EXTERIOR WALL AND CLASSROOM SIDE OF HISTORIC CORRIDOR.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

10TYP.

REVERSEDR. SWING

3

6

DEMOLISHED PARTITION/ CONSTRUCTION

EXISTING PARTITION/ CONSTRUCTION

NEW PARTITION



PLAN LEGEND 2x4 LAY-IN FLUORESCENT LIGHT FIXTURE

2x4 ACOUSTICAL PANEL CEILING SYSTEM (APC)

DIRECT/ INDIRECT FLUORESCENTLIGHT FIXTURE

SURFACE MOUNTED OR PENDENTTYPE LIGHT FIXTURE

COMPACT FLUORESCENT CAN LIGHT FIXTURE

1x4 SURFACE MOUNTED OR SUSPENDEDFLUORESCENT STRIP TYPE LIGHT FIXTURE

PARTITION WITH ACOUSTICAL BATTS

1. REFER TO GENERAL NOTES AND CUTTING AND PATCHING NOTESSHEET A2.1 FOR MORE INFORMATION.

2. ALL PLASTER WALLS AND CEILINGS TO REMAIN EXPOSED TO VIEW INNEW CONSTRUCTION ARE TO BE VISUALLY INSPECTED, REMOVESPALLED OR LOOSE PLASTER FINISHES AND REMOVE ANY PEELINGPAINT AND PREP WALLS AND CEILINGS AS REQUIRED FOR PLASTERREPAIR WORK.

3. HARDWOOD FLOORS; ANY AREAS FOUND TO BE UN-SOUND ORDAMAGED ARE TO BE PATCHED AS REQUIRE TO RECEIVE NEWUNDERLAYMENT / FINISHES FLOOR MATERIAL AS SCHEDULE.

1. ALL EXISTING INTERIOR AND EXTERIOR PLASTER WALLS EXPOSEDTO VIEW IN NEW CONSTRUCTION ARE TO BE PATCHED, REPAIREDAND RESTORED TO ORIGINAL WALL FINISH AND TEXTURE ASREQUIRED, FIELD VERIFY EXTENT OF WORK.

2. PROTECT ALL HISTORIC BUILDING ELEMENTS TO REMAIN DURINGTHE DEMOLITION AND CONSTRUCTION PROCESS, TYP.

3. ALL EXISTING WINDOWS AND WOOD WORK ARE TO BE INSPECTEDAND REPAIRED AS REQ'D. WOOD FRAMES, STOOLS AND TRIM ARETO BE PAINTED AS SCHEDULED. SEE TYP. DETAIL 2/A8.1

1

18 REMOVE EXIST'G DOOR AND FRAME

18

19 REMOVED WOOD CASED DOOR OPENINGS AT WALL TO REMAIN

19 19

18

REVERSEDR. SWING

20

20 REMOVED WOOD DOORS, FRAMES AND SIDELITES AT FRONT ENTRY,WOOD VERTICAL HISTORIC MULLIONS TO REMAIN- SEE DETAIL 3/A3.2

21 REMOVE EXIST'G INFILL CONSTRUCTION AT PREVIOUSLYDEMOLISHED WINDOWS FOR NEW MASONRY BEARING CONSTR.

21 21

22


22 REMOVE EXIST'G INFILL CONSTRUCTION AT PREVIOUSLYDEMOLISHED WINDOW AS REQ'D FOR NEW ALUM. WINDOW.ORIGINAL WOOD WINDOW FRAME IS TO REMAIN.

23

22

REMOVEAC UNITAND WOODSHELVING

23

11NEW STEEL PIPE HANDRAILS, CORE DRILL POST INTO STONE STEPS ORCONCRETE, SET IN NONE SHRINK GROUT.

11

12EXISTING STONE STEPS, MUD-JACK AND SEAL JOINTS AS REQ'D-SEE DETAIL 4/A3.2

12

13PROVIDE NEW 8" CMU FILL WITH PLASTER FINISH TO MATCH ADJACENTWALLS AT EXISTING WINDOW OPENINGS

14

13

1. EXISTING PLASTER CEILINGS TO REMAIN EXPOSED TO VIEWARE TO BE RESTORED TO ORIGINAL FINSIH AND ANY LOOSEOF PEELING PAINT IS TO BE REMOVE AS REQUIRED FORPLASTER REPAIR AND NEW PAINT FINISH.

3

3

3

15 PROVIDE SOUND BATTS IN NEW PARTITIONS AT MECHANICAL ROOM

15

15

1

44

4REPAIR COVED PLASTER CEILING AND TRIM TO ORIGINAL CONDITIONAS REQUIRED AT DEMOLISHED PLUMBING - PAINT AS SCHED..

EXISTING WINDOWS THIS AREA TO BE PROTECTED WITHWATER CURTAIN TO ACHIEVE (1) HOUR RATING .5

5

6

TRANSOM WOOD WORK STRIPPED, CLEANED AND REPAINTED6

16 BRICK VENEER INFILL TO MATCH EXIST'G OVER 5/8" DENSGLAS 3-5/8"METAL STUDS W/ INSULATION AND 5/8" GYP. BD. AT INTERIOR SIDE.PROVIDE SILL FLASHING AND WEEPS AS REQUIRED.

16


PROVIDE & INSTALL NEW CLEAR INSULATED GLASS IN EXISTINGALUMINUM WINDOW SASH AS REQ'D TO MATCH EXISTING GLAZING.FIELD VERIFY SIZES AND EXIST'G CONDITIONS.

24

24

17

17 HISTORIC CORR; REMOVE ALL SURFACE MOUNTED ELECTRICAL CONDUITS,J-BOXES, LIGHT FIXTURES, ETC. REFER TO M.E.P. DWGS FOR MORE INFORMATION.PLASTER WALLS AND CEILINGS, TRIM, AND DOORS ARE TO BE PRESERVED U.N.O.

14PROVIDE NEW STEEL LINTELS AS REQUIRED AT NEW DOOR OPENINGREFER TO STRUCTURAL DWGS FOR MORE INFORMATION.

1725

REMOVE ALUM. SINGLE HUNG WINDOW, RETAIN FOR INSTALLATIONAT NEW LOCATION- REFER TO CONSTRUCTION PLAN.25

25

NEW MECHANICAL LOUVER IN EXISTING WOOD WINDOW FRAME.INSTALL WEATHER TIGHT .18

18

18

RELOCATED ALUM. SINGLE HUNG WINDOW IN EXISTING WOODWINDOW FRAME. PROVIDE BREAK METAL CLADDING AT EXTERIOR OFWOOD FRAME TO MATCH EXIST'G INSTALLED CONDITIONS, INSTALLWEATHER TIGHT .

19

1919

NEW SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM. SEEDETAILS A, B, & C/A8.1

Client: starbucksLocation: Multiple site adaptations

program: drive-thru starbucks primary structure= shipping containersoffice kitchen restroom storage service areas

brief: dd + cd drawing sets material researchconsultant coordination3-d modeling

The prototype for this project utilized shipping containers as the primary structure and adapted scales, orientations and materials to become site specific .

STARBUCKSPROTOTYPE

24

Exterior Elevation Notes

A. General Contractor to coordinate and schedule signageinstallation with the Signage Contractor providing a minimumscheduling notice of 4 weeks and 1 week prior to scheduleddate of installation. Starbucks Construction Manager toprovide General Contractor with Signage Contractor contactinformation.

B. General Contractor shall coordinate with ElectricalContractor to furnish and install electrical circuits includingall conduit, wire, connections, and breaker at panel boardnecessary to serve Signage.

C. General Contractor to provide fire treated wood studblocking, or equivalent to support Signage.

D. Signage Contractor shall verify size and location of anyand all allowable monument or pole signage with landlordand provide shop drawing(s) prior to fabrication to StarbucksDesigner for approval.

E. Signage Contractor to install signage in compliance withlocal codes ad obtain permit and landlord approval.

F. Signage Contractor to supply shop drawings to StarbucksConstruction Manager and to the General Contractor asneeded. General Contractor to notify Starbucks ConstructionManager immediately if shop drawings or installation is indiscrepancy with Starbucks architectural drawings.

Sheet Notes

1. Provide 3" (75mm) high black acrylic store address onglazing.

Exterior Elevation Keyed Notes

1. Electrical / CT panels; Refer to Electrical.2. Reclaimed Wood Rain Screen3. Expanded metal / steel art panel. Final design to be determined.4. 1" x 6" Steel angle (Paint Black)5. Pass Off shelf.6. Steel plate surround(at all horizontal windows); Paint black.7. Steel channel (Paint black)8. Exterior Signage by Others.9. Conduit Head10. 3" Down Spout11. Metal Mesh Panels and Graphics by others.12. Air Curtain. Ref. to Mechanical

A. STONE VENEER,VERSETTA STONE, #2022 PLUM CREEK

B. PAINTED STUCCO, BENJAMIN MOORE. #OC-88, INDIAN WHITE.

C. PAINTED STUCCO, BRUNING PAINT CO. #8552, SWISS CREAM.

D. CORNICES, TRIM 1 BENJAMIN MOORE. #OC-45, SWISS COFFEE.

E. PAINTED WOOD OR PAINTED FAUX CORBELS, STUCCO ACCENTS TRIM 2. BRUNING PAINT CO. #8765, SHADY SIDE.

NOTE:COLOR & MATERIALS PER ROSEVILLE DRP 03-03CONDITIONS OF APPROVAL. NOT ALL COLORS &MATERIALS USED ON THIS PROJECT.

SIGNAGE IS FOR REFERENCE ONLY, ANDIS BY OTHERS UNDER SEPERATE PERMIT.

MATERIALS LEGEND

Level 10' - 7 1/4"

Level 29' - 6"

T.O. SLAB0' - 0"

T.O. CORNICE19' - 8"

B.O. WDW3' - 4 1/4"

6" HIGH TRIM15' - 6"

STONE BASE2' - 0"

STUCCO PANEL ( MATCHTAN COLOR ON ADJ.SHOPPING CENTER STUCCO)

3/4" X 2" FRY REGLET(PAINT BLACK)

STUCCO PANEL (RUST -TO MATCH EXISTING)

CANOPYSUPPORT

WIRE MESH PANEL

STAINLESS STEEL SHELF

METALAWNING

STUCCO PANEL (RUST - TO MATCH EXISTING)

PICK-UPWINDOWCANOPY

VERSETTA VENEER;MATCH EXISTING BUILDINGS

A

DEC

6"

6" Typ.

WOOD TRELLIS

C

12" H. ILLUM. LETTERS, STACKED(TEST FIT) EXTERIOR SIGNAGE BY OTHERS

Level 10' - 7 1/4"

Level 29' - 6"

T.O. SLAB0' - 0"


B.O.W5' - 0"

CL OF SIGN17' - 1 9/16"

T.O. DRIVE THRU18' - 5 7/32"


STONE BASE2' - 0"

STEEL PLATE SURROUND- PAINT BLACK (MATCH PMSFC -TYP. ALL WINDOWS)


STUCCO PANEL(MATCH COLOR AND TEXTURE ON ADJ.SHOPPING CENTER STUCCO)

STEEL CHANNEL - PAINT BLACK (MATCH PMSFC)


FOAM CORNICE TYP.

36" ILLUM LOGO DISC(SIGNAGE BY OTHERS)

CANOPY SUPPORT

SIGNAGE BYOTHERS

3

A-501

STONE VENEER;MATCH EXISTING BUILDINGS

DEC

A

SURFACEMOUNTED LIGHTFIXTURE

SURFACE MOUNTEDLIGHT FIXTURE

6" Typ.

C

62" SIGNAGE BY OTHERS

PIN MOUNTED SIGNAGE BY OTHERS

3/4" X 2" FRY REGLET BETWEEN STUCCO PANEL AND STONE(PAINT BLACK)

Project Team:

StructuralEngineer:

Mech, Elec, Plum,Fire ProtectionEngineer:

Office: 319 North 4th StreetSuite 1000St. Louis, Missouri 63102

Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Professional Seal:

PR

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p 314.231.5700f 314.231.0816

Project Title:

0 CONSTRUCTION 11-15-12

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Sturctural Affiliates Intl.95 Whtie Bridge Rd., Sutie 222Nashville, TN 37205615.269.0069

Michael Peterson, P.E.

PO Box 159311Nashville, TN 37215615.417.8779

12177.02

SF, MP, SA

EXTERIORELEVATIONS

A-201

Novem

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15, 2012 -

100%

Constr

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Sta

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Rosevill

e

11.15.12

3/8" = 1'-0"3

EXTERIOR ELEVATION ROSEVILLESOUTH

3/8" = 1'-0"2

EXTERIOR ELEVATION ROSEVILLE EAST


west elevation

�

6"6"

5I-501

1

12

1

12

5I-501

New Door Frame

Resilient Flooring

(E) Floor & Structure

Fibrous BreakConcrete perCivil Drawings

21Slope

0' -

0 1

/2"

max.

Aluminum Threshold

ResilientFlooring

(E) Floors & Structureper Structural

ma

x.

0' -

0 1

/4"

4 " METAL STUDS W/ SPRAYFOAM INSUL. (R-22 MIN.)

METAL FLASHING

"Z" CLIP FASTENERS

STUCCO PANEL CEMENT BOARD

TYVEK ON 1/2" PLYWOOD

6" HSS TUBE

6" HSS TUBE

STEEL ANGLE

GRADE

RIGID INSULATION

3/4" PLYWOOD

2" METAL DECK

FRP ON 1/2" PLYWOOD

SEAL

MEMBRANE ROOFING

TAPERED INSULATION

2" METAL DECK

STEEL ANGLE

RECOVERY BOARD

DECK: (FACTORY INSTALL)EPDM ON 1/2" RECOVERYBOARD ON 3/4" PLYWOOD ON 5" STEEL CHANNELS

SADDLE: (FIELD INSTALL)EPDM ON 1/2" RECOVERYBOARD ON 3/4" PLYWOOD FRAMING

6" RIGID INSULATION(BETWEEN BOTTOM OFPURLINS TO GRADE)

6" SPRAY FOAM INSULATION(CONTINUOUS)

ALUMINUM THRESHOLD(CONTINUOUS)

CONCRETE FOOTING

RESILIENTFLOORING

SUSPENDEDCEILING GRID

MYLAR COATEDCEILING TILES

HSS 6X2X1/4

INFILL SPRAYFOAM INSUL INFIELD AROUNDBOLTEDCONNECTION

CANTILEVERED 5"STEEL CHANNELS

METAL FLASHING

R-38 SPRAY FOAM INSULATION(CONTINUOUS)

Project Team:

StructuralEngineer:



Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Professional Seal:

PR

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12177.02

SF, MP, SA

BUILDING SECTIONS

A-402

Novem

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15, 2012 -

100%

Constr

uction D

ocum

ents

Sta

rbucks -

Rosevill

e

11.15.12

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

Exterior Door Threshold Detail 1 1/2" = 1'-0"

3Floor Butt Detail

1" = 1'-0"1

Section at Connection


Exterior Elevation Notes

A. General Contractor to coordinate and schedule signageinstallation with the Signage Contractor providing a minimumscheduling notice of 4 weeks and 1 week prior to scheduleddate of installation. Starbucks Construction Manager toprovide General Contractor with Signage Contractor contactinformation.

B. General Contractor shall coordinate with ElectricalContractor to furnish and install electrical circuits includingall conduit, wire, connections, and breaker at panel boardnecessary to serve Signage.

C. General Contractor to provide fire treated wood studblocking, or equivalent to support Signage.

D. Signage Contractor shall verify size and location of anyand all allowable monument or pole signage with landlordand provide shop drawing(s) prior to fabrication to StarbucksDesigner for approval.

E. Signage Contractor to install signage in compliance withlocal codes ad obtain permit and landlord approval.

F. Signage Contractor to supply shop drawings to StarbucksConstruction Manager and to the General Contractor asneeded. General Contractor to notify Starbucks ConstructionManager immediately if shop drawings or installation is indiscrepancy with Starbucks architectural drawings.

Sheet Notes

1. Provide 3" (75mm) high black acrylic store address onglazing.

Exterior Elevation Keyed Notes

1. Electrical / CT panels; Refer to Electrical.2. Reclaimed Wood Rain Screen3. Expanded metal / steel art panel. Final design to be determined.4. 1" x 6" Steel angle (Paint Black)5. Pass Off shelf.6. Steel plate surround(at all horizontal windows); Paint black.7. Steel channel (Paint black)8. Exterior Signage by Others.9. Conduit Head10. 3" Down Spout11. Metal Mesh Panels and Graphics by others.12. Air Curtain. Ref. to Mechanical

A. STONE VENEER,VERSETTA STONE, #2022 PLUM CREEK

B. PAINTED STUCCO, BENJAMIN MOORE. #OC-88, INDIAN WHITE.

C. PAINTED STUCCO, BRUNING PAINT CO. #8552, SWISS CREAM.

D. CORNICES, TRIM 1 BENJAMIN MOORE. #OC-45, SWISS COFFEE.

E. PAINTED WOOD OR PAINTED FAUX CORBELS, STUCCO ACCENTS TRIM 2. BRUNING PAINT CO. #8765, SHADY SIDE.

NOTE:COLOR & MATERIALS PER ROSEVILLE DRP 03-03CONDITIONS OF APPROVAL. NOT ALL COLORS &MATERIALS USED ON THIS PROJECT.

SIGNAGE IS FOR REFERENCE ONLY, ANDIS BY OTHERS UNDER SEPERATE PERMIT.

MATERIALS LEGEND

Level 10' - 7 1/4"

Level 29' - 6"

T.O. SLAB0' - 0"


B.O. WDW3' - 4 1/4"


STONE BASE2' - 0"

STUCCO PANEL ( MATCHTAN COLOR ON ADJ.SHOPPING CENTER STUCCO)


STUCCO PANEL (RUST -TO MATCH EXISTING)

CANOPYSUPPORT

WIRE MESH PANEL

STAINLESS STEEL SHELF

METALAWNING

STUCCO PANEL (RUST - TO MATCH EXISTING)

PICK-UPWINDOWCANOPY

VERSETTA VENEER;MATCH EXISTING BUILDINGS

A

DEC

6"

6" Typ.

WOOD TRELLIS

C

12" H. ILLUM. LETTERS, STACKED(TEST FIT) EXTERIOR SIGNAGE BY OTHERS

Level 10' - 7 1/4"

Level 29' - 6"

T.O. SLAB0' - 0"


B.O.W5' - 0"

CL OF SIGN17' - 1 9/16"

T.O. DRIVE THRU18' - 5 7/32"


STONE BASE2' - 0"

STEEL PLATE SURROUND- PAINT BLACK (MATCH PMSFC -TYP. ALL WINDOWS)



STEEL CHANNEL - PAINT BLACK (MATCH PMSFC)


FOAM CORNICE TYP.

36" ILLUM LOGO DISC(SIGNAGE BY OTHERS)

CANOPY SUPPORT

SIGNAGE BYOTHERS

3

A-501

STONE VENEER;MATCH EXISTING BUILDINGS

DEC

A

SURFACEMOUNTED LIGHTFIXTURE

SURFACE MOUNTEDLIGHT FIXTURE

6" Typ.

C

62" SIGNAGE BY OTHERS

PIN MOUNTED SIGNAGE BY OTHERS

3/4" X 2" FRY REGLET BETWEEN STUCCO PANEL AND STONE(PAINT BLACK)

Project Team:

StructuralEngineer:



Project Number:

Drawn By:

Issue Date:

Sheet Number:

Sheet Title:

Professional Seal:

PR

OJE

CT

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SC

RIP

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p 314.231.5700f 314.231.0816

Project Title:


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12177.02

SF, MP, SA

EXTERIORELEVATIONS

A-201

Novem

ber

15, 2012 -

100%

Constr

uction D

ocum

ents

Sta

rbucks -

Rosevill

e

11.15.12

3/8" = 1'-0"3

EXTERIOR ELEVATION ROSEVILLESOUTH

3/8" = 1'-0"2

EXTERIOR ELEVATION ROSEVILLE EAST


east elevation

section thru shipping container structure

maintain healthy relationships[figure 01]its critical to maintain a healthy relationship with other consultants and co-workers. utilize these relationships as resources when needing assistance on unfamiliar subjects. critical net-works can be established with design team mem-bers.

dont be afraid to ask questions [figure 02]An internship is a combination of an educational experience and real world applications. There is always a unique situation to every project. dis-covering answers is a self-motivated explora-tion, and asking questions should enhance this search. asking questions is critical to solving problems and enhances comprehension.

take initative + learn [figure 03]search for opportunities to make an impression, provide input and ask tough questions. exhibit unique talents and take on new responsibilities.

have fun [figure 04]involve yourself in the work community and the surrounding area. indulge in social work groups and be yourself.

reflection

fig. 01 fig. 02 fig. 04fig. 03

thanks to the lawrence group for the wonderful experience

and opportunities. - sam

the lawrence group documentation

Documents

assited living

t i o n12marketing plans6

card room

meditation room

lane saint louis

nazareth semodrury dance

wellness internships

design team