University of Kans s aARCH m a n t h803 a auer health + wellness internship saint louis, missouri 2012 Health and Wellne
Contents 04 INTO + OVERVIEW 06 TIME LINE 06 PROJECTS SD
DD
NAZARETH SEMO ST. PIUS STARBUCKS
20
REFLECTION
CA
CONSTRUCTION
LG
introduction + overview
Helping Our Clients Realize Their Dreams Our mission has remained consistent over the past quarter century
ST. LOUIS NEW YORK PHILADELPHIA CAROLINAS TEXAS
THE LAWRENCE GROUPS MULTI-DISCIPLINARY architecture CORPORTATE EDUCATION HEALTHCARE HOSPITALITY MEDIA MIXED USE RESIDENTIAL RETAIL SENIOR LIVING SUSTAINABLE DESIGN interiors COLORS NICHE LANDSCAPE LANDSCAPE PLANNING URBAN DESIGN PLANNING BLOCK CODE REGION NEIGHBORHOOD DEVELOPMENT CONSTRUCTION
GRAPHICS
04
INTERN HAPPY HOUR
LG SOFTBALL TEAM
EXPERIENCE: COLLABORATION VARIOUS BUILDING TYPES SITE VISITS SOCIAL ACTIVITIES PROJECT ARCHITECT OFFICE MANAGEMENT MATERIAL REVIEW CONSULANT COORDINATION SHOP DRAWINGS SCHEMATIC DESIGNS DESIGN DEVELOPMENT CONSTRUCTION ADMIN.
06
may
jun
jul
aug
DRURY
DANCE STL
NAZARETH
SEMO
sept
oct
nov
dec
N. GRAND APTS.
ST PIUS
STARBUCKS
08
NAZARETH LIVING CENTER
INDENDENDENT SENIOR LIVING Client: nazareth living center Location: 2 nazareth lane
saint louis, missouri 63129
context:
residential neighborhood senior living complex: assited living, skilled nursing
renderings by andrey Mishev
program:
50 living units parking garage library, card room, meditation room, fitness, exercise, doctors office, kitchen, dining, family party room
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.
10
construction
observation
marketing plans
12
℄ 3'-2"
℄
4'-7 5/8" 4'-7 3/4"
TRASH/ RECYCL'G 105
CORRIDOR 104 9'-0 7/8"
D2s SIM.
UP
6'-6"
18'-10 1/2"
NORTH STAIR S1-1
D1
W2s
1 A7.04
DN
28'-5 3/8" TYP.
S1-1A
UNIT A105
UNIT A103
D1s
2 A7.01
15'-6 3/4"
2 A7.02
℄
℄
shop drawing review + solutions
3'-2 1/8"
D2 6'-0" TYP.
D4s
D2s
UNIT A101
℄
"
'-0
R64
10145.002 11/16/12
8'-3 1/4" 1'-1 5/8"
MECH. 117A
STAFF RESTRM. 116
OFFICE 113
LINENS 115
9a
D4s
D4s
D1
1'-8 3/8"
℄ 5'-0 5/8"
CARD ROOM 138
15'-10 3/8"
48"
ASI 9-A6.11
℄ 3'-7 1/2"
117A
HALL 117 +0"
DRY STORAGE 112
113
℄
A5.01
CORRIDOR 102
D2s
D2s
6'-4"
138
Project No.: Issue Date:
18'-11 7/8"
12'-7 3/8"
114 JANITOR 114
28'-5 3/8" TYP.
DISH ROOM 110
℄
D2s
D2
D2s SIM.
ELEC 137 W4
9'-2 1/2"
W3
Cross Reference: ASI No.9
°
2.82
11
1'-3"
PREP 111
COOLER 118 -7-1/2"
FREEZER 119
COOK 109
BEVERAGE 108
22
BAR 106 48"
ELEV E-1
D2
℄
Project:
1 A5.03
6'-6"
5'-0" TYP.
5'-0"
4'-6" HIGH WALL
44 seats
DINING ROOM 107
21
19
A5.02
TYP.
ELEV LOBBY 101
S1-1B
CORRIDOR 136 19'-8 1/2"
UNIT A123
2 Nazareth Lane, St. Louis Missouri 63102
1 A5.02
107A
20
104 UNIT A121
BOND BEAM, RE: STRUCT.
107B
CENTER OF RADIUS AT PATIO
LOUNGE 121
CORRIDOR 122
12 0° 6'-0" TYP.
1" DRIP
33'-0 1/4"
PATIO
FAMILY PARTY/ CONFERENCE 120
PUBLIC RESTRM. 124 124 JANITOR 125
13'-5 3/4"
R-19 BATT INSULATION
116
20' 10'
14'-0 1/8" 11'-1 7/8" 15'-0 7/8"
ROOF BELOW
RE: A0.05
8'-11 1/2" 12'-11 1/4" 15'-0 7/8" 15'-0 7/8" 13'-1 7/8" 13'-1 7/8"
7'-1 5/8" 3'-3 5/8"
105B 105A
5' 0
Design Development
25'-9 1/4"
128
GENERAL STORE 127
1'-5 3/4"
126
PUBLIC RESTRM. 126
TYP. 15'-0 7/8"
ROOF BELOW
1st Floor Phase 1
Northstar Nazareth Living Center
9 7/8"
ALIGN
9A 12
13'-5 7/8"
℄
Nazareth Living Center
20'-10 3/4"
8'-2"
STORAGE 128
" '-3 12
℄
3'-0 5/8"
℄
consultant coordination
3'-2"
150°
D2 TYP.
MEDIA ROOM 129
D2
D2s
12'-2 1/2" 6'-6"
D1s
6'-6"
first floor October 18, 2012 10145.002
℄
31'-10 3/4"
150°
CORRIDOR 123
ADA UNIT A111
28'-5 3/8" TYP.
UNIT C113
D1
℄
BASE BID: VINYL SIDING ADD ALTERNATE: BRICK VENEER
D2
℄
D1
D1 D2
UNIT C115
D1s
℄
13 A8.03
137
109
6'-0" 7'-7 3/4" 4'-0" 11'-0 3/8" 4'-0" 5'-7 5/8" 7'-0 7/8" 2'-1 7/8"
102 6'-0"
24'-0" 3'-5 1/8" D1
6 MIL MOISTURE BARRIER BELOW SLAB
6'-4"
D1
D1
D2 D2
6'-0" TYP. D2s D2s
D2
D2
UNIT A117
PAINTED 8" CMU (NOM.), RE: STRUCT.
82'-2 1/2" UNIT A119
2X4 VINYL CLAD LAY-IN CEILING SUSPENDED FROM METAL DECK
120B 125
14'-2 5/8" 16'-1 3/4" 27'-10 1/4"
127 3 A5.02 SIM.
PROVIDE PECORA WATERPROOFING AT CONC. PATIO SLABS ABOVE GARAGE
8'-1 1/8" 4'-3 5/8"
21'-5 1/4"
21'-3 3/8"
D2 SIM.
ADA UNIT A112
28'-5 3/8" TYP.
UNIT C114
D2 D2
D4
W4
℄ 6'-0" TYP.
131
TYP. S1
CORRIDOR 130
TYP. S1
10'-8"
MECH/ ELEC 131
D2
D4s D2s D2s
D2 D2
D2
TECH CLOSET 133
133
JANITOR 132
6'-5 1/4"
120A 6'-0 3/4"
4'-9"
9'-0 3/4" 123
D1
D1s
UNIT C116
132
ROOF BELOW
4"
3'-0 3/4"
72"
2'-4"
D1
UNIT A118
TRASH/ RECYCL'G 135
11'-0" CORRIDOR 134
130
42'-5 1/8" 5'-0" DN
1/2"=1'-0"
STEEL POUR STOP- (PT), RE: STRUCT.
THRESHOLD SET IN MASTIC
SLOPE 2% MAX
SLOPE 2% MAX
GARAGE FLOOR 88'-2 1/2"
7'-0"
℄
℄
4"
117 14'-10 7/8" 13'-1 7/8" 35'-2"
122 4"
12
0°
2'-11 5/8" S2-1
CONC. SLAB ON GRANULAR FILL, RE: STRUCT.
3 A8.03
COLUMN BEYOND
GARAGE
VINYL RAILING WITH SQUARE BALLUSTERS
BALCONY
DWELLING UNIT
℄
℄
2'-0 3/8" SOUTH STAIR S2-1
UP
2 WALL SECTION BALCONY @ GARAGE
A6.11
SLOPE = 1/4: 12
FIRST FLOOR 100'-0"
7'-5 7/8"
12'-8 1/4" 12'-4 5/8" 10'-9 1/8" 13'-1 7/8" 15'-0 7/8" 15'-0 7/8" 13'-6 1/4"
8'-11 1/4" 7'-5 7/8" 10 1/2" TYP. 13'-10 1/8"
129B 2 A7.03
135
8'-7 5/8" 6 3/4"
21'-10 3/4" 3'-3 1/4" 18'-8 5/8" 13'-1 7/8" 35'-2" 12'-8 1/4" 23'-1 3/4" 13'-1 7/8" 15'-6" 18'-1 1/4" 10'-0 3/4"
7 1/2"
east elevation
MATCH ADJ KITCHEN CABINETRY, TYP.
1'-8"
3
Project: 105B
Nazareth Living Center
8"
3'-0" MATCH ADJ
EQ.
KITCHEN CTRTOP HT
2'-10 1/2"
1'-4"
EQ.
4 1/2"
BASE CABINET WITH DRAWERS - (PROVIDE MODIFIED FULL OVERLAY CABINET DRAWERS PER SPEC)
7"
7"
OPTIONAL DRAWER LOCK CABINET HARDWARE SHALL MATCH ADJ KITCHEN HARDWARE
FULL HEIGHT, TRAY BASE CABINET
LOCKABLE CASTERS LOCATE WHEEL FLUSH WITH F.O. CABINET AS TO NOT CREATE A TRIP HAZARD
1'-8"
KITCHEN ISLAND ELEVATION
3/4"=1'-0"
Cross Reference: Kitchen Island Elevations
Project No.: Issue Date:
product design
material selection
STONE COUNTERTOP WITHOUT BACKSPLASH (PROVIDE 1" RADIUS AT CORNERS, TYP.) - COLOR SHALL MATCH ADJ. KITCHEN COUNTERTOP
4'-0"
NOTE: CABINET DRAWER AND DOOR PROFILE/STYLE/ COLOR/SIZE SHALL MATCH ADJ KITCHEN CABINETRY
10145 11/15/2012
ASI-A4.01-3
2 Nazareth Lane, St. Louis, MO 63129
-3"
architect’s supplemental instructions
1/4":12" Slope Max. 1/8":12" Slope Min.
FUSED DISCONNECT SWITCH BOX 2 CU. YARD COMPACTION CONTAINER
REMOTE POWER UNIT
EXHAUST SHAFT ABOVE
TRASH/ RECYCL'G 105
PROVIDE (2) ADDITIONAL LAYERS OF 5/8" GYP. BOARD THIS SIDE OF WALL
℄
U1 7 1/4"
S1-1B
12'-5 3/4"
TRASH COMPACTOR
TRASH CHUTE ABOVE 7 A7.04 104
1'-6 1/2"
105A
℄
3" 7 1/4"
+0" 1'-6 1/2"
W3
1 Trash Chute Plan - First Floor
A7.04
W5
1/2"=1'-0" Project:
Nazareth Living Center 2 Nazareth Lane, St. Louis, MO 63129
Cross Reference: ASI No. 4-1/A7.04
Project No.: Issue Date:
10145.002 09/25/2012
ASI No. 4
mock up panel
NOTE: COORDINATE COMPACTOR/ CONTAINER LOCATION WITH TRASH CHUTE.
14
pioneer network conference presentation
Household Renovation
Household Renovation
St. Joseph ’s Home 429 SF/Bed
The Sarah Community Anna House Story
Brooking Park Memory Care 460 SF/Bed
Neighborhood – New Construction The Sarah Community Anna House Story 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 neighborhoods and allow for an enhanced focus on health and experience of the residents.
Meadowlands Memory Care 559 SF/Bed
Neighborhood – New Construction
Household Renovation The Sarah Community Anna House Story
Brooking Park Memory Care
Neighborhood – New Construction 460 SF/Bed
The Sarah Community Anna House Story
Meadowlands Memory Care 559 SF/Bed
Neighborhood – New Construction The Sarah Community Anna House Story
Clarity Pointe 565 SF/Bed
Dining Experience
The Sarah Community Anna House Story
16
south east missouri state UNIVERSITYRIVER CAMPUS MIXED USE
Client: south east missouri state university Location: 518 S Fountain St
program:
Cape Girardeau, MO 63702
student housing academic program- art studios
context:
river campus
space allocation diagrams ceramics
art/gen. ed. CERAMICS
ATION
SPACE ALLOCATION DIAGRAMS
painting
PAINTING
SPACE ALLOCATION DIAGRAMS
K02
CLASSROOM
B02 CLAY MATERIAL STORAGE
A01
A03
A05
120 SF OFFICE
RCVG
A02
A04
GRAMS
OUTDOOR SCULPTURE EXHIBIT
1,800 SF
C01
OFFICE
120 SF
100 SF
C05
OFFICE 120 SF
B13
2000 SF
PROJECT STORAGE
SPRAY BOOTH
150 SF
TBD
2000 SF
music
SPACE ALLOCATION DIAGRAMS
9/24/2012
9/24/2012
D04
INDEPENDENT WORK AREA
C04
C02
FRAME MAKING
400 SF
1250 SF
MUSIC
D05
INDEPENDENT STUDIOS
MODEL
HAND BUILDING AND METAPHOR
120 SF EA. OFFICES
C06
C03
PAINTING
1600 SF
B01
B12 B11
sculpture WOODS MAJORS STUDIO
600 SF
D01
WOOD SHOP
1200 SF
D02
D07 E07 F07
STORAGE
E04
2200 SF
STORAGE
E01
SPRAY BOOTH
STORAGE
SECTIONAL CLASSROOM-03
CHAMBER
500 SF
H04
H10
300 SF
SECTIONAL CLASSROOM-02
INSTRUMENT STORAGE
F05
500 SF
900 SF
SPRAY BOOTH
200 SF
875 SF
H05
H02
400 SF
CHORAL REHEARSAL
SPRAY BOOTH
E05
3D STUDIO
H01
E06
CLASSROOM
F01
CHORAL LIBRARY
100 SF
250 SF
2600 SF
H09
D06
250 SF
D03 E03 F03
METALS SHOP
TBD
TBD
TBD
MEN’S LOCK. ROOMS
320 SF
INDEPENDENT STUDIOS
700 SF
1,000 SF
D07
B05
750 SF
KILN ROOM
120 SF OFFICE
TEACHING GALLERY
J04
WOMEN'S LOCKER ROOM
B09
A07
2,100 SF
SHOWER
J02 750 SF
INDEPENDENT STUDIOS
J05
SHOWER
B10
OUTDOOR STORAGE
OUTDOOR CERAMICS YARD
J03
1,100 SF
1,000 SF
B08 200 SF
GLAZE
B14 CLASSROOM-01
WHEEL THROWING
CLAYMIXING
150 SF RECEIVING
400 SF
3300 SF
B03
ADV. CLASSROOM
B06
B07
500 SF
E02 METALS STORAGE
120 SF
120 SF 120 SF 120 SF OFFICE OFFICE OFFICE
120 SF
3125 SF
400 SF
250 SF
H06
H11 H12 H13
H07
H03 SECTIONAL CLASSROOM-01
500 SF
H08
F04
120 SF
250 SF
PRACTICE ROOMS
STORAGE
F02
1800 SF
STORAGE
F06
300 SF
OFFICE
120 SF
ANCE
SHARED SPACES
DIAGRAMS
SPACE ALLOCATION DIAGRAMS
theater & Dance WOMEN'S LOCKER ROOM
K05
CLASSROOM
DIRECTING
SHOWER
9/24/2012
shared spaces K02
J06
J02 J03
J01
DANCE STUDIO
9/24/2012
COMMON GALLERY
750 SF
K03
J12
J04 J05
MEN'S LOCK. ROOMS
SHOWER
320 SF
J09
J10
120 SF 120 SF OFFICE OFFICE
J11 120 SF OFFICE
RESTROOM
300 SF
TRAINING ROOM
4200 SF
K07
STUDENT BREAK ROOM
3300 SF
2160 SF
K03 STAFF
250 SF
1000 SF
TBD
A03
brief: 9/24/2012
schematic design design development space allocation diagrams context studies precedent studies 3-d modeling siting options
9/24/2012
efficient floor plan options
18
SEMO RIVER CAMPUS MIXED USE
UNIT TYPES STUDY 13'-0"
UNIT A
DWELLING
4 BEDROOM/ 4 BATH 14'-3"
1'-4"
2'-8"
BATH
BATH R
14'-3" 0
6'-6"
32'-0"
BEDROOM
8'-6"
14'-3"
BEDROOM
KITCHENETTE
6'-6"
DINING BATH
BATH
8'-6"
8'-6"
BEDROOM
5'-4"
W/D BEDROOM
8'-6"
Scale: 3/16" = 1'-0"
14'-3"
Southeast Missouri State River Campus Residence Hall & Academic Program
Unit A 07.05.12
612.127 13'-0"
Sketch/Page No.
A01 refer to sheet A3.0
DWELLING
UNIT HYBRID 4 BEDROOM/ 4 BATH
14'-3"
DINING 32'-0"
8'-6"
2'-8"
14'-3"
BEDROOM BATH
R
BEDROOM
14'-3"
5'-4"
BEDROOM
3'-6"
1'-4"
8'-6"
W/D
8'-6" 0
6'-6"
BATH
KITCHENETTE
BATH
BATH
14'-3"
8'-6"
BEDROOM
Scale: 3/16" = 1'-0"
Southeast Missouri State River Campus Residence Hall & Academic Program
Unit C (Hybrid) 07.05.12
13'-0"
612.127
Sketch/Page No.
A01 refer to sheet A3.0
DWELLING
UNIT B
4 BEDROOM/ 4 BATH
DINING
2'-8"
5'-4"
32'-0" 3'-6"
1'-4"
8'-6" 14'-3"
BEDROOM
BEDROOM BATH
R
3'-6"
14'-3"
BATH W/D
0
6'-6"
BATH
KITCHENETTE
14'-3"
BEDROOM
BEDROOM
8'-6"
14'-3"
8'-6" 6'-6"
BATH 8'-6"
Scale: 3/16" = 1'-0"
Southeast Missouri State River Campus Residence Hall & Academic Program 612.127
Unit B 07.05.12
Sketch/Page No.
A01
EFFICIENT FLOOR PLANS
refer to sheet A3.0
gross area = net leaseable area net area
PROGRAM SITING OPTIONS
STUDENT HOUSING ACADEMIC PROGRAMS EXISTING BUILDINGS
CONCEPT:
programmatically, establish a relationship between the academic program spaces and the residential housing
20
ST. PIUS V ADAPTIVE REUSE`
Client: archdiocese of st. louis Location: 3310 S Grand Blvd
program:
Saint Louis, Missouri 63116
catholic charities offices: catholic family servies refugee center southside center lamp housing resource childcare center shared multi-purpose spaces
context:
st. louis city
brief:
abandoned school building Programming Adjacencies field verifying existing conditions consultant coordination Adaptive Reuse Historic Preservation integrating new systems multiple clients & programs
shared refugee center heatlth + assistance 11
11
12
8
6
6
9
9
DN
6 4
1
1
6 4
1
1 1
ALIGN
INTAKE
1
DN ALIGN
REVERSE DR. SWING
4
1
REVERSE DR. SWING
CLOSET
3
VCT FLR'G
CLOSET
VCT FLR'G
4
1
10'-5"
5 FAMILY CONF. 1 5'-10" 4'-5" 10'-5" COPY
1
TYP.
TYP.
6
9
9
7
17
7
CLASSROOM
CLASSROOM
12x12 VCT FLR'G 6 PLAS. CLG @ 12'-4 1/2" A.F.F.
12x12 VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
9
17
8
7
8 12 10
10
CLASSROOM
CLASSROOM
12x12 VCT FLR'G 12 PLAS. CLG @ 12'-4 1/2" A.F.F.
12x12 VCT FLR'G 6 PLAS. CLG @ 12'-4 1/2" A.F.F.
15
15
7
TYP.
TYP.
23 6
23
16'-2 1/2"
16'-2 1/2"
9
10
TYP. DS
1 5'-10" COPY
8'-6"
WS8
WS8 1
WS7
WS7
WS2
WS6
WS6
WS3
RECEPTION
12
CLOSET
3
12x12 VCTSFLR'G
S
TERRAZZO FLR'G
TERRAZZO FLR'G
5
5
CLOSET
12x12 VCT FLR'G
12x12 VCT
3
12x12 VCT CLOSET VCT FLR'G
18 22
22
REMOVE AC UNIT AND WOOD SHELVING
REMOVE AC UNIT AND WOOD SHELVING
21
OFFICE
221
CARPET PLAS. CLG @ 13'-2" A.F.F.
6
21 OFFICE
TYP.
1 TERRAZZO FLR'G 7
4
25
14
4
WS5
CLOSET 3 VCT FLR'G
OFFICE
OFFICE CARPET 2x2 APC @ 7'-11 1/2" 3 A.F.F.
TERRAZZO FLR'G
67
7
CLOSET 14
WOOD FLR'G PLAS. CLG @ 13'-2" A.F.F.
CLOSET
15 WOOD FLR'G PLAS. CLG @ 13'-2" TYP. A.F.F.
1
1
22
22
3 6 CLOSET
WOOD FLR'G PLAS. CLG @ 13'-2" A.F.F.
24 15
3 4 5 6 7 8
PLAN NORTH
REMOVE WALL MOUNTED AND BASE CABINET, AND OR CABINET, DRINKINGAND OR DRINKING REMOVESINK, WALLSINK MOUNTED SINK, SINK AND BASE 10 FOUNTAIN, REFERFOUNTAIN, TO M.E.P. DRAWINGS FOR MORE INFORMATION. REFER TO M.E.P. DRAWINGS FOR MORE INFORMATION.
14 15 16 17
14
19 DIRECTOR TYP.
1'-6" DIRECTOR 15 101 TYP.
11'-3"
10'-6" 11'-3"
MECH. RM.
DN (11)R UP (13)R @ 7 7/16"-
WS3
ELEC./ DATA 15'-4 5'-3 1/2"1/2"
MECH. RM.
STAFF OFFICE
1 15'-4 1/2"
18 10'-6"
WS2
DS
STAFF OFFICE
10 UP
16
STAFF16 RR
LANDING ELEV. @ 120'-2 3/4" A.F.F.
T
WS1
DS
PLAS. CLG @ 13'-2" A.F.F.
19
UP
PLAS. C 12'-4 1/2"
1 WS2
WS1
15 1
TYP.
2'-3 1/2"
1'-6"
18
PLAN NORTH
WS3
2
LANDING ELEV. @ 120'-2 3/4" A.F.F.
TYP.
STAFF RR17
19 10
1
TYP.
PLAN NORTH
PLAN NORTH
2nd FLOOR - NEW WORK 2ndPLAN FLOOR PLAN - NEW WORK 2 floor 2 3rd plan-new
PL NO
3
SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"
X X CONSTRUCTION PLAN KEYED NOTES (THIS PLAN ONLY) CONSTRUCTION PLAN KEYED NOTES (THIS PLAN ONLY)
TYP.
17
2n
SCA
CEILING PLAN KEYP CEILING
REMOVE ALUM. SINGLE HUNG WINDOW, INSTALLATION REMOVE ALUM. SINGLERETAIN HUNG FOR WINDOW, RETAIN FOR INSTALLATION ANDDOOR TRANSOM TOAND BE PRESERVED; DOOR HISTORIC FRAME TRANSOM TOREPAIR BE PRESERVED; REPAIR DOOR 25 7 HISTORIC DOOR 7 FRAME AT NEW LOCATIONTO CONSTRUCTION ATREFER NEW LOCATIONREFER TOPLAN. CONSTRUCTION PLAN. FRAME AND TRANSOM IF REQUIRED. FILLIF HINGE POCKETS, HOLES, FRAME AND TRANSOM REQUIRED. FILL LATCH HINGE POCKETS, LATCH HOLES,
REMOVE WALL MOUNTED BOARDS, BOARDS,MARKER ETC. REMOVETRIM, WALLCHALK MOUNTED TRIM,MARKER CHALK BOARDS, BOARDS, ETC. 25 9 (RETAIN HISTORIC(RETAIN CHALK BOARD WHERE NOTED) HISTORIC CHALK BOARD WHERE NOTED)
13
WS4
13
WS5
6 TYP. @WS4 ELEVATOR
2 ELEC./ TYP. DATA 3 1 FEC
DS
PATCH AND REPAIR ALL EXISTING PATCH AND REP HISTORIC CLOCK TO REMAIN, REPLACE MISSINGREPLACE GLASS LENS ON SOUTH HISTORIC CLOCK TO REMAIN, MISSING GLASS LENS ON SOUTH IN NEW PARTITIONS MECHANICAL PROVIDE SOUND BATTS IN AT NEW PARTITIONSROOM AT MECHANICAL 15 PROVIDE SOUND 15 BATTS 1 ROOM 1 1 1 REQUIRED TO MATCH EXISTING REQUIRED TO FM SIDE. PROTECT DURING DEMOLITION AND DEMOLITION CONSTRUCTION SIDE. PROTECT DURING ANDPROCESS CONSTRUCTION PROCESS BRICK VENEER INFILL TOVENEER MATCH EXIST'G OVER 5/8"EXIST'G DENSGLAS 3-5/8" BRICK INFILL TO MATCH OVER 5/8" DENSGLAS 3-5/8" SAW CUT AND2REMOVE EXISTING CMU AS EXISTING REQUIRED FORAS NEW DOOR OPENING SAW CUT AND REMOVE CMU REQUIRED FOR NEW DOOR 19 OPENING 16 REMOVED WOOD DOOR OPENINGS AT WALL TO REMAIN REMOVED WOOD CASED DOOR OPENINGS AT WALL TO REMAIN HISTORIC TERRAZZO FLOORING AND BASE, RESTORE DAMAGED AREAS HISTORIC TERRAZZO FLOORING ANDANY BASE, RESTORE ANY DAMAGED 16 AREAS 19 CASED PATCH IN AND REPAIR EXISTING PATCH IN AND H R METAL STUDS W/ INSULATION AND GYP. BD. AND AT INTERIOR 2 2 METAL STUDS W/ 5/8" INSULATION 5/8" GYP.SIDE. BD. AT INTERIOR 2 SIDE. 2 IF ANY, SCRUB CLEAN, POLISH AND SEALPOLISH AS REQUIRED FORAS LIKE NEW IF ANY, SCRUB CLEAN, AND SEAL REQUIRED FOR LIKE NEW AT EXTERIOR WALLS AND AT HIST AT EXTERIOR W REMOVE MISCELLANEOUS COAT RACKS ETC.COAT AT EXISTING REMOVE SHELVING, MISCELLANEOUS SHELVING, RACKS ETC. AT EXISTING PROVIDE SILL FLASHING AND WEEPS AS REQUIRED. PROVIDE SILL FLASHING AND WEEPS AS REQUIRED. REMOVED WOOD DOORS, FRAMES SIDELITES ATAND FRONT ENTRY, AT FRONT ENTRY, REMOVED WOOD AND DOORS, FRAMES SIDELITES 3 APPEARANCE. APPEARANCE. 20 20 DEMOLISHED PARTITIONS OR ASP DEMOLISHED CLOSETS AS REQUIRED FIELD CONDITION. CLOSETS ASVERIFY REQUIRED FIELD VERIFY CONDITION. WOOD VERTICAL HISTORIC MULLIONS TO REMAINSEE DETAIL 3/A3.2SEE DETAIL 3/A3.2 WOOD VERTICAL HISTORIC MULLIONS TO REMAINPROVIDE & INSTALL NEW CLEAR INSULATED GLASSINSULATED IN EXISTING PROVIDE & INSTALL NEW CLEAR GLASS IN EXISTING CLEAN AND PAINT.CLEAN AND PAI HISTORIC CORRIDOR TO BE CORRIDOR PRESERVED; ANY DAMAGED PLASTER HISTORIC TOREPAIR BE PRESERVED; REPAIR ANY DAMAGED PLASTER 17 17 REMOVE BUILT-IN WOOD STORAGE OR SHELVING UNIT.. BUILT-IN CABINET WOOD STORAGE CABINET OR SHELVING UNIT.. 3 REMOVE EXIST'G INFILL CONSTRUCTION PREVIOUSLY AT PREVIOUSLY 3 4 REMOVE REMOVE EXIST'G INFILLAT CONSTRUCTION ALUMINUM WINDOW SASH ASWINDOW REQ'D TOSASH MATCH ALUMINUM AS EXISTING REQ'D TO GLAZING. MATCH EXISTING GLAZING. WALLS AND CEILINGS TO AND MATCH ADJACENT FINISHES. WALLS CEILINGS TO MATCH ADJACENT FINISHES. 21 21 NEW SUSPENDEDNEW ACOUSTICAL SUSPENDP DEMOLISHED WINDOWS FOR NEW MASONRY BEARING CONSTR. DEMOLISHED WINDOWS FOR NEW MASONRY BEARING CONSTR. FIELD VERIFY SIZES AND EXIST'G CONDITIONS. FIELD VERIFY SIZES AND EXIST'G CONDITIONS. 3 3 REMOVE EXISTINGREMOVE POWER EXISTING PANEL- REFER TOPANELM.E.P. DRAWINGS FOR MORE POWER REFER TO M.E.P. DRAWINGS FOR MORE DETAILS A, B, & C/A8.1 DETAILS A, B, & TO BE PRESERVED; ANY DAMAGED PLASTER WALLS PLASTER WALLS HISTORIC STAIRS TOREPAIR BE PRESERVED; REPAIR ANY DAMAGED 5 REMOVE EXIST'G INFILL CONSTRUCTION PREVIOUSLY AT PREVIOUSLY 4 HISTORIC STAIRS REMOVE EXIST'G INFILLAT CONSTRUCTION 4 INFORMATION. INFORMATION. 22 22 NEW MECHANICALNEW LOUVER IN EXISTING WOOD MECHANICAL LOUVER INWINDOW EXISTINGFRAME. WOOD WINDOW FRAME. MATCH ADJACENT FINISHES. CLEAN REPAINT CEILINGS TO MATCH ADJACENT FINISHES.WINDOW CLEAN REPAINT WINDOW REPAIR COVED PLASTER REPAIRCEILING COVED DEMOLISHED WINDOW AS REQ'DWINDOW FOR NEW DEMOLISHED ASALUM. REQ'DWINDOW. FOR NEW ALUM. WINDOW. AND CEILINGS TO AND 18 18 REMOVE C.I. RADIATOR ANDC.I. ASSOCIATED PIPING COMPLETELYREFER TO REMOVE RADIATOR AND ASSOCIATED PIPING COMPLETELYREFER TO INSTALL WEATHERINSTALL TIGHT . WEATHER TIGHT . 4 4 FRAMES AT NORTH ELEVATION FRAMES AT NORTH ELEVATION AS REQUIRED AT DEMOLISHED 6 AS REQUIREDPA ORIGINAL WOOD WINDOW TO REMAIN. ORIGINALFRAME WOODISWINDOW FRAME IS TO REMAIN. M.E.P. DRAWINGS M.E.P. FOR MORE INFORMATION. DRAWINGS FOR MORE INFORMATION. RELOCATED ALUM. SINGLE HUNG WINDOW INHUNG EXISTING WOOD RELOCATED ALUM. SINGLE WINDOW IN EXISTING WOOD EXISTING WINDOWS HISTORIC CHALK BOARD TOCHALK BE PRESERVED, SAND WOOD FRAME AS WOOD FRAME HISTORIC BOARD TOCLEAN/ BE PRESERVED, CLEAN/ SAND AC. UNITWINDOW AND METAL PANEL SET IN REMOVE AC. COMPOSITE UNIT AND METAL COMPOSITE PANEL THIS AREA T EXISTING WIND REMOVE EXISTINGREMOVE FINISH FLOOR MATERIAL AND UNDERLAYMENT EXISTING FINISH FLOOR MATERIAL ANDAS UNDERLAYMENT AS 23 REMOVE WINDOW 19 AS 19 5 SET IN 5 23 5 5 7 CLADDING AT EXTERIOR OF AT EXTERIOR WINDOW BREAK FRAME.METAL PROVIDE BREAK METAL CLADDING OF CURTAIN REQUIRED AND REPAINT. USEAND ELEMENTS FROM DEMO BOARDS IF DEMO REQ'D.BOARDS IF REQ'D. WINDOW FRAME. PROVIDE REQUIRED REPAINT. USE ELEMENTS FROM EXIST'G ALUM. WINDOW SASH FRAME, FRAME TOFRAME, REMAIN. EXIST'G ALUM. WINDOW SASH FRAME TO REMAIN. WATER TO ACHIEVE (1) WATER CURTA INDICATED (HARDWOOD FLOORING TO REMAIN). SEE GENERAL NOTE INDICATED (HARDWOOD FLOORING TO REMAIN). SEE3 GENERAL NOTE 3 WOOD FRAME TO WOOD MATCHFRAME EXIST'GTO INSTALLED CONDITIONS, INSTALL MATCH EXIST'G INSTALLED CONDITIONS, INSTALL AC. UNITWINDOW AND METAL PANEL SET IN REMOVE AC. COMPOSITE UNIT AND METAL COMPOSITE PANEL SET IN DOOR CORRIDOR TO BE PRESERVED; DOOR ANDREPAIR FRAMEDOOR AS AND FRAMEWEATHER EXISTING TERRAZZO FLOORING TO REMAIN, PROTECT DURINGPROTECT THE EXISTING TERRAZZO FLOORING TO REMAIN, DURING THE 24 REMOVE WINDOW DOOR TOREPAIR BE PRESERVED; AS TIGHT . WEATHER TIGHT . 6 6 TRANSOM WOOD WORK STRIPPE TRANSOM WOO 6 HISTORIC CORRIDOR 6 HISTORIC 24 8 EXIST'G ALUM. WINDOW SASH FRAME, FRAME TOFRAME, REMAIN. EXIST'G ALUM. WINDOW SASH FRAME TO REMAIN. REQUIRED. REFERREQUIRED. TO DOOR SCHEDULE FOR MORE INFORMATION. DEMOLITION AND DEMOLITION CONSTRUCTION ANDPROCESS. CONSTRUCTION PROCESS. REFER TO DOOR SCHEDULE FOR MORE INFORMATION.
9
11
WS4
14'-1 1/8" 1
ELEVATOR 6 TYP. @WS4 ELEVATOR
5'-3 1/2" 2'-3 1/2" HISTORICAL CORR.
T
1 REMOVE REMOVE PARTITION AND ASSOCIATED DOORS IN IT'S ENTIRETY PARTITION AND ASSOCIATED DOORSAS IN INDICATED. IT'S ENTIRETY AS INDICATED. AND FRAMEDOOR AND FRAME REMOVE EXIST'G 18 REMOVE EXIST'G 18 DOOR
10
12
WS5
14
TYP.
X X (THIS PLAN ONLY) DEMOLITION KEYED NOTES DEMOLITION KEYED NOTES (THIS PLAN ONLY)
2
DS
10
CLOSET
24
SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"
1
19
WOOD FLR'G PLAS. CLG @ 13'-2" A.F.F.
2nd FLOOR - DEMOLITION 2ndPLAN FLOOR PLAN - DEMOLITION 3rd floor plan-demo 1 1 PLAN NORTH
13
3 DS
CARPET 2x2 1 APC @ 7'-11 1/2" A.F.F.
FEC
WS3 HISTORICAL CORR.
18
21
CARPET PLAS. CLG @ 13'-2" A.F.F.
67
25
2
UP (13)R @ 7 7/16"DN (8)R. @ 7 5/8"
RECEPTION
1
WS6
14'-1 1/8" 7'-4" INSIDE SHAFT 1 WS5 2
ELEVATOR
WS2
1
10 DS TYP.
WS6
LOBBY
6
UP (13)R. @ 7 3/4"
12
10
4 1
WS7
9
7'-4" 3 SHAFT INSIDE TYP. 2
8'-6" 1
3'-4"
10
4 6
1
1
1 WS8
TYP. 1
1
CLOCK LOBBY
9
10 3TYP.
TYP.
3'-4"
6 1
1
9'-8"
HEALTH & ASSISTANCE CENTER 10
1
6
2
13
B
211
TYP.
18
TYP. 1 WS8
WS7
CLOCK
3 13
18
2
DN
15 MECH.
1
9'-8" 11'-0"
4'-5"
REFUGEE 10 CENTERREFUGEE CENTER TYP. TYP. 6 6 6
35'-8"
15
DS
35'-8"
15
6
11
1
10
HEALTH & ASSISTANCE 6 CENTER
6
6
6
1 11
11'-0"
10 HISTORICAL TYP. HALLWAY
5
1
3 10
4 6
6
6
1
15 1 EXAM MECH.
OVEN/ COOK TOP & HOOD
TYP.
DN
FEC 1
HISTORICAL HALLWAY
DN (13)R. @ 7.5"+
VCT FLR'G
CLOSET
3
VCT FLR'G
DN (11)R
DN (11)R
6
1 CLOSET
3
TYP. ALIGN
EXAM
4'-5"
TYP.
INTAKE
ALIGN
FAMILY CONF.
4
1
4'-5" 16'-3"
DS
CLASSROOM 12x12 VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
TERRAZZO FLR'G PLAS. CLG @ PLAS. CLG. @ 12'-4 1/2" A.F.F. 12'-5" A.F.F.
2
TYP. ALIGN FEC
1
ALIGN
DS
7
GRANT RECIPIENT
16'-3"
MICRO
OVEN/ COOK BREAK RM TOP & HOOD 10
B 11
14'-11 3/4"
10
HISTORICAL CLASSROOM HALLWAY 12x12 VCT FLR'G
GRANT RECIPIENT
25
PLAS. CLG @ 12'-4 1/2" A.F.F.
9'-9 1/2"
25
JAN.
BREAK RM
T
5
6'-3 1/4" INSIDE SHAFT
PRESERVE HISTORIC CHALK BD.
2
S
7
TERRAZZO FLR'G PLAS. CLG. @ 12'-5" A.F.F.
7
14'-11 3/4"
PRESERVE HISTORIC CHALK BD. 6
6
5
DW MICRO
9'-9 1/2"
D.F.
10 12
7 HISTORICAL HALLWAY
3284
JAN.
111'-10" 7 F.F.
REF
6'-3 1/4" INSIDE SHAFT
VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
3284
F.S. DW
11'-1 3/8"
CLOSET 36
9 CLASSROOM
VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
6
CLOSET
1
19'-5"
7
3
8
S
12 9
CLASSROOM
9 F.F. 111'-10"
7
REF
10
17 D.F.
6 DS
9
7
F.S.
2
11'-1 3/8"
8
4
7
4
UP (13)R. @ 7 3/4"
6
7
2
12
17
DS
4
16
4
5'-9 1/2"
3
DN (11)R
4
PASSAGE STAFF MENS RR STAFF MENS RR
1'-8" 2'-3 1/2"
18
12
4
4
TYP.
DN (13)R. @ 7.5"+
6
4
TYP.
12'-3 1/4"
CLOSET 3 6
10
TERRAZZO FLR'G
18
19
12'-3 1/4"
CLOSET
19
10
9'-3 1/8"
REVERSE DR. SWING
16 19
PASSAGE
15 TYP.
8
TERRAZZO FLR'G
REVERSE DR. SWING
19
15 6 TYP.
VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
9'-5 1/4"
15 TYP.
7 CLASSROOM 6
STAFF WOMENS RR STAFF WOMENS RR
109'-9" F.F.
UP (13)R @ 7 7/16"-
VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
109'-9" F.F.
TYP.
DN (8)R. @ 7 5/8"
CLASSROOM
VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
10
TYP.
STAIR
MULTIPURPOSE MULTIPURPOSE ROOM ROOM
9'-3 1/8"
15
10
9
7
7 CLASSROOM
8 TYP.
6
9
9'-5 1/4"
VCT FLR'G PLAS. CLG @ 12'-4 1/2" A.F.F.
66
4
7 CLASSROOM 6
6
6 6 QUARRY TILE FLR'G QUARRY TILE FLR'G
6
9
UP (13)R @ 7 7/16"-
6 4
9
X XX
8 STAIR
6
X XX
12
20
19'-5"
20
1'-8" 2'-3 1/2"
15 TYP.
5'-9 1/2"
15 TYP.
ETC. AND REFINISH FRAME MATCHFRAME EXISTING DOORFINISH. SCHED. ETC. AND TO REFINISH TO FINISH. MATCH SEE EXISTING SEE DOOR SCHED.
EXISTING ENTRY AND STEPS, RESTORE HISTORIC CONDITIONEXISTING ENTRY AND TO STEPS, RESTORE TO HISTORIC CONDITION8 8 SEE DETAILS 1 THRU SHEET A3.2. SEE4DETAILS 1 THRU 4 SHEET A3.2. SAW CUT AND REMOVE AREA OFREMOVE CONCRETE SLAB NEW ELEVATOR, SAW CUT AND AREA OF FOR CONCRETE SLAB FOR NEW ELEVATOR, 11 REFER TO STRUCTURAL FOR MORE INFORMATION. REFERDRAWINGS TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. HISTORIC DOOR WITH SWING REVERSED AS SHOWN, PREP AS EXISTING FRAME HISTORIC DOOR WITH SWING REVERSED SHOWN, PREP EXISTING FRAME 9 9 REMOVE PIPING AND STACKS AS REQUIRED, REFER TO M.E.P. DRAWINGS FOR DRAWINGS FOR REMOVE PIPING AND STACKS AS REQUIRED, REFER TO M.E.P. FOR NEW SWING/ FOR HARDWARE. REFER TO DOOR SCHEDULE. NEW SWING/ HARDWARE. REFER TO DOOR SCHEDULE. 12 MORE INFORMATION. MORE INFORMATION. HISTORIC WOOD BASE MOLDINGS RAIL TRIM BE PRESERVED, HISTORIC WOOD AND BASEWALL MOLDINGS ANDTO WALL RAIL TRIM TO BE PRESERVED, 10 10 1. REFER TO GENERAL NOTES CUTTING ANDAND PATCHING NOTES 1. REFER TO AND GENERAL NOTES CUTTING AND PATCHING NOTES REMOVE STEEL FLUE PIPE AND METAL PATCHBRACKETS, EXISTING PATCH EXISTING REMOVE STEEL FLUESUPPORT PIPE AND BRACKETS, METAL SUPPORT TYPICAL AT EXTERIOR WALL CLASSROOM SIDECLASSROOM OF HISTORICSIDE CORRIDOR. TYPICAL ATAND EXTERIOR WALL AND OF HISTORIC CORRIDOR. 13 1. ALL EXISTING1.INTERIOR AND EXTERIOR PLASTER WALLS EXPOSED ALL EXISTING INTERIOR AND EXTERIOR PLASTER WALLS EXPOSED SHEET A2.1 FOR MORE INFORMATION. SHEET A2.1 FOR MORE INFORMATION. MASONRY AS REQUIRED AT REMOVED BRACKETS. MASONRY AS REQUIRED AT REMOVED BRACKETS. NEW STEEL PIPE HANDRAILS, DRILL POSTCORE INTO STONE STEPS OR STONE STEPS OR TO VIEW IN NEW CONSTRUCTION NEW STEEL CORE PIPE HANDRAILS, DRILL POST INTO TO BE PATCHED, TO VIEW IN NEWARE CONSTRUCTION ARE REPAIRED TO BE PATCHED, REPAIRED 11 11 CONCRETE, SET IN NONE SHRINK CONCRETE, SETGROUT. IN NONE SHRINK GROUT. AND RESTORED TO ORIGINAL WALL FINISH AND WALL TEXTURE AS AND TEXTURE AS AND RESTORED TO ORIGINAL FINISH 2. ALL PLASTER 2. WALLS CEILINGS TO AND REMAIN EXPOSED TO VIEWEXPOSED IN ALLAND PLASTER WALLS CEILINGS TO REMAIN TO VIEW IN REMOVE EXISTING WINDOWEXISTING AND WOOD TRIM. AND WOOD TRIM. WINDOW 14 REMOVE REQUIRED, FIELD REQUIRED, VERIFY EXTENT OFVERIFY WORK.EXTENT OF WORK. FIELD NEW CONSTRUCTION TO BE VISUALLY REMOVE NEWARE CONSTRUCTION AREINSPECTED, TO BE VISUALLY INSPECTED, REMOVE EXISTING STONE STEPS, MUD-JACK AND SEAL JOINTS AND AS REQ'DEXISTING STONE STEPS, MUD-JACK SEAL JOINTS AS REQ'DREMOVE LOOSE DELAMINATING ORDELAMINATING DAMAGED PLASTER AT EXTERIOR WALLS REMOVE LOOSE OR DAMAGED PLASTER AT EXTERIOR WALLS 12 SPALLED OR LOOSE PLASTER AND REMOVE ANYAND PEELING SPALLED ORFINISHES LOOSE PLASTER FINISHES REMOVE ANY 12 PEELING SEE DETAIL 4/A3.2SEE DETAIL 4/A3.2 15 AND PREP AS REQUIRED FORAS NEW PLASTER FINISH VERIFY CONDITIONS). AND PREP REQUIRED FOR NEW(FEILD PLASTER FINISH (FEILD VERIFY CONDITIONS). 2. PROTECT ALL2.HISTORIC BUILDING ELEMENTS TO REMAIN DURING PROTECT ALL HISTORIC BUILDING ELEMENTS TO REMAIN DURING PAINT AND PREP WALLS AND PREP CEILINGS ASAND REQUIRED FORAS PLASTER PAINT AND WALLS CEILINGS REQUIRED FOR PLASTER PROVIDE NEW 8" CMU FILL NEW WITH PLASTER FINISH MATCHFINISH ADJACENT PROVIDE 8" CMU FILL WITHTO PLASTER TO MATCH ADJACENT REMOVE WOOD DOOR ANDWOOD RETAINDOOR DOORAND FORRETAIN POSSIBLE INSTALLATION AT INSTALLATION NEW REMOVE DOOR FOR POSSIBLE AT NEW WORK. 13 13 THE DEMOLITION AND CONSTRUCTION TYP. PROCESS, TYP. THE DEMOLITION ANDPROCESS, CONSTRUCTION REPAIR REPAIR WORK. WALLS AT EXISTING WINDOW OPENINGS 16 WALLS AT EXISTING WINDOW OPENINGS LOCATION. EXISTING DOOR FRAME ANDDOOR TRANSOM TOAND REMAIN. LOCATION. EXISTING FRAME TRANSOM TO REMAIN.
PLAN LEGEND PLAN LEG
3. HARDWOOD FLOORS; ANY AREAS FOUND TOAREAS BE UN-SOUND ORBE UN-SOUND OR PROVIDE NEW STEEL 3. HARDWOOD FLOORS; ANY FOUND TO LINTELS ASSTEEL REQUIRED AT NEW DOOR OPENING PROVIDE NEW LINTELS AS REQUIRED AT NEW DOOR OPENING3. HISTORIC CORR; REMOVE SURFACE MOUNTED ELECTRICAL CONDUITS, HISTORICALL CORR; REMOVE ALL SURFACE MOUNTED ELECTRICAL CONDUITS, 14 14 17 DAMAGED ARE TODAMAGED BE PATCHED TO RECEIVE NEW TO RECEIVE NEW REFER TO STRUCTURAL AREAS TOREQUIRE BE PATCHED AS REQUIRE FOR MORE DWGS INFORMATION. REFERDWGS TO STRUCTURAL FOR MORE INFORMATION. J-BOXES, LIGHT FIXTURES, TO M.E.P. MORE DWGS INFORMATION. J-BOXES, ETC. LIGHTREFER FIXTURES, ETC. DWGS REFERFOR TO M.E.P. FOR MORE INFORMATION. UNDERLAYMENT / UNDERLAYMENT FINISHES FLOOR/ MATERIAL AS SCHEDULE. FINISHES FLOOR MATERIAL AS SCHEDULE. PLASTER WALLS AND CEILINGS, TRIM, DOORSTRIM, ARE TO BEDOORS PRESERVED U.N.O. PLASTER WALLS ANDAND CEILINGS, AND ARE TO BE PRESERVED U.N.O.
ALL EXISTING3. WINDOWS AND WOOD WORKAND AREWOOD TO BE WORK INSPECTED ALL EXISTING WINDOWS ARE TO BE INSPECTED AND REPAIRED ASAND REQ'D. WOOD FRAMES, AND TRIMSTOOLS ARE REPAIRED AS REQ'D.STOOLS WOOD FRAMES, AND TRIM ARE TO BE PAINTED AS TYP. DETAIL 2/A8.1 TOSCHEDULED. BE PAINTEDSEE AS SCHEDULED. SEE TYP. DETAIL 2/A8.1
22
DEMOLISHED PAR
EXISTING PARTITI NEW PARTITION
NEW OR EXISTING
NEW OR EXISTING
PARTITION WITH A 2x4 ACOUSTICAL
STARBUCKS PROTOTYPE
Client: starbucks Location: Multiple site adaptations
program:
drive-thru starbucks primary structure= shipping containers office kitchen restroom storage service areas
brief:
dd + cd drawing sets material research consultant coordination 3-d modeling The prototype for this project utilized shipping containers as the primary structure and adapted scales, orientations and materials to become site specific .
C
E
Exterior Elevation Notes
FOAM CORNICE TYP.
D C
E
T.O. CORNICE 19' - 8"
D
A. General Contractor to coordinate and schedule signage installation with the Signage Contractor providing a minimum scheduling notice of 4 weeks and 1 week prior to scheduled T.O. date of installation. Starbucks Construction Manager to provide General Contractor with Signage Contractor contact information.
FOAM CORNICE TYP.
T.O. DRIVE THRU 18' - 5 7/32" CL OF SIGN 17' - 1 9/16"
\\stls-fs02\lgdata\LGProjects\2012\12177 SG Starbucks Container Drive Thru Stores\12177_BIM\12177_Local_Roseville\12711 SBX Roseville [sauer3].rvt
36" ILLUM LOGO DISC (SIGNAGE BY OTHERS)
C. General Contractor to provide fire treated wood stud blocking, or equivalent to support Signage. 36" ILLUM LOGO DISC 6" HIGH (SIGNAGE BY OTHERS)
TRIM 15' - 6"
CANOPY SUPPORT
CANOPY SUPPORT
F. Signage Contractor to supply shop drawings to Starbucks Construction Manager and to the General Contractor as needed. General Contractor to notify Starbucks Construction Manager immediately if shop drawings or installation is in discrepancy with Starbucks architectural drawings.
STUCCO PANEL (MATCH COLOR AND TEXTURE ON ADJ. Level 2 SHOPPING CENTER STUCCO)
A-501 SURFACE MOUNTED LIGHT FIXTURE
Contractor to furnish and install ele all conduit, wire, connections, and b necessary to serve Signage.
C. General Contractor to provide fir blocking, or equivalent to support S
D. Signage Contractor shall verify s and all allowable monument or pole and provide shop drawing(s) prior t Designer for approval.
E. Signage Contractor to install sign local codes ad obtain permit and la
F. Signage Contractor to supply sh Construction Manager and to the G needed. General Contractor to not Manager immediately if shop drawi discrepancy with Starbucks architec
9' - 6" Level 2 9' - 6"
STUCCO PANEL (MATCH COLOR AND TEXTURE ON ADJ. SHOPPING CENTER STUCCO)
Project Team:
SURFACE MOUNTED LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE
Sheet Notes B.O.W 5' - 0"
11/16/2012 3:09:59 PM
STEEL PLATE SURROUND - PAINT BLACK (MATCH PMSFC TYP. ALL WINDOWS)
STONE BASE 2' - 0"
6" Typ.
/4" X 2" FRY REGLET ETWEEN STUCCO PANEL AND STONE AINT BLACK)
3/4" X 2" FRY REGLET (PAINT BLACK)
2' - 0"
STONE VENEER; MATCH EXISTING BUILDINGS
A A
2
Exterior Elevation
1. Electrical / CT panels; Refer to Electrical. Level Mech, 1 Elec, Plum, Michael Peterson, P.E. 2. Reclaimed Wood Rain Screen Fire Protection PO Box 159311 3. Expanded metal / steel art panel. Final design to be determined.0' - 7 1/4" Nashville, TN /37215 Engineer: 1. Electrical CT panels; Refer to Ele 4. 1" x 6" Steel angle (Paint Black) 615.417.8779 2. Reclaimed Wood Rain Screen 5. Pass Off shelf. 3. Expanded metal / steel art panel. F 6. Steel plate surround(at all horizontal windows); Paint black. T.O. SLAB 4. 1" x 6" Steel angle (Paint Black) 7. Steel channel (Paint black) 0' - Professional 0" 5. Pass Off shelf. 8. Exterior Signage by Others. Seal: 6. Steel plate surround(at all horizont 9. Conduit Head 7. Steel channel (Paint black) 10. 3" Down Spout 8. Exterior Signage by Others. 11. Metal Mesh Panels and Graphics by others. 9. Conduit Head 12. Air Curtain. Ref. to Mechanical 10. 3" Down Spout 11. Metal Mesh Panels and Graphics 12. Air Curtain. Ref. to Mechanical
TONE VENEER; ATCH EXISTING BUILDINGS
E EAST
1. Provide 3" (75mm) high black acry glazing. Sturctural Affiliates Intl. 95 Whtie Bridge Rd., Sutie 222 Nashville, TN 37205 615.269.0069
Exterior Elevation Keyed Notes STONE BASE
T.O. SLAB 0' - 0"
3/4" X 2" FRY REGLET BETWEEN STUCCO PANEL AND STONE (PAINT BLACK)
B.O.W 5' - 0"
Structural Engineer:
Level 1 0' - 7 1/4"
6" Typ.
Sheet Notes
1. Provide 3" (75mm) high black acrylic store address on glazing.
SIGNAGE BY OTHERS
east elevation
EXTERIOR ELEVATION ROSEVILLE EAST 3/8" = 1'-0"
MATERIALS LEGEND A. STONE VENEER,VERSETTA STONE, #2022 PLUM CREEK
MATERIALS LEGEND
Project Title:
B. PAINTED STUCCO, BENJAMIN MOORE. #OC-88, INDIAN WHITE.
12" H. ILLUM. LETTERS, STACKED (TEST FIT) EXTERIOR SIGNAGE BY OTHERS
D
C
T.O. CORNICE D 19' - 8"
E
A. STONE VENEER,VERSETTA
B. PAINTED STUCCO, BENJAMIN MOORE. #OC-88, I
C. PAINTED STUCCO, BRUNING PAINT CO. #8552, SWISS CREAM. 12" H. ILLUM. LETTERS, STACKED (TEST FIT) EXTERIOR SIGNAGE BY OTHERS D. CORNICES, TRIM 1 BENJAMIN MOORE. #OC-45, SWISS COFFEE.
T.O. CORNICE 19' - 8"
E. PAINTED WOOD OR PAINTED FAUX CORBELS, STUCCO ACCENTS TRIM 2. BRUNING PAINT CO. #8765, SHADY SIDE.
STUCCO PANEL ( MATCH TAN COLOR ON ADJ. SHOPPING CENTER STUCCO)
NOTE: COLOR & MATERIALS PER ROSEVILLE DRP 03-03 CONDITIONS OF APPROVAL. NOT ALL COLORS & MATERIALS USED ON THIS PROJECT. STUCCO PANEL ( MATCH
6" HIGH TRIM 15' - 6"
TAN COLOR ON ADJ. SIGNAGECENTER IS FOR REFERENCE SHOPPING STUCCO) ONLY, AND IS BY OTHERS UNDER SEPERATE PERMIT.
CANOPY SUPPORT
6" HIGH TRIM 15' - 6"
CANOPY SUPPORT PICK-UP WINDOW CANOPY
C WOOD TRELLIS WOOD TRELLIS
Level 2 9' - 6"
METAL AWNING
Level 2 9' - 6"
WIRE MESH PANEL METAL AWNING WIRE MESH PANEL
C. PAINTED STUCCO, BRUNING PAINT CO. #8552, S
D. CORNICES, TRIM 1 BENJAMIN MOORE. #OC-45, S
E. PAINTED WOOD OR PAINTED STUCCO ACCENTS TRIM 2. BRUNING PAINT CO. #8765, S
NOTE: COLOR & MATERIALS PER ROS CONDITIONS OF APPROVAL. N MATERIALS USED ON THIS PRO
SIGNAGE IS FOR REFERENCE IS BY OTHERS UNDER SEPERA
The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.
PICK-UP WINDOW CANOPY
C
Starbucks - Roseville
E
PROJECT DESCRIPTION
C
November 15, 2012 - 100% Construction Documents
TEEL PLATE SURROUND PAINT BLACK (MATCH PMSFC YP. ALL WINDOWS)
This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect.
STUCCO PANEL (RUST - TO MATCH EXISTING) No. 0
STUCCO PANEL (RUST - TO MATCH EXISTING)
Description
Date
CONSTRUCTION
11-15-12
STAINLESS STEEL SHELF
STUCCO PANEL (RUST TO MATCH EXISTING)
B.O. WDW 3' - 4 1/4"
STUCCO PANEL (RUST TO MATCH EXISTING)
6"
STAINLESS STEEL SHELF
B.O. WDW 3' - 4 1/4"
6" Typ.
STONE BASE 2' - 0"
6" 6" Typ.
STONE BASE 2' - 0"
Level 1 0' - 7 1/4"
3/4" X 2" FRY REGLET (PAINT BLACK)
west elevation
T.O. SLAB 0' - 0"
VERSETTA VENEER; MATCH EXISTING BUILDINGS
EXTERIOR ELEVATIONS Project Number:
A
VERSETTA VENEER; MATCH EXISTING BUILDINGS
EXTERIOR ELEVATION ROSEVILLE SOUTH 3/8" = 1'-0"
Sheet Number:
12177.02
A-201
Drawn By:
SF, MP, SA Issue Date:
11.15.12
LG v1.3
3
Level 1 Sheet Title: 0' - 7 1/4"
T.O. SLAB 0' - 0"
3/4" X 2" FRY REGLET (PAINT BLACK)
A
EXTERIOR ELEVATION ROSEVILLE SOUTH 3 3/8" = 1'-0"
� Office:
DECK: (FACTORY INSTALL) EPDM ON 1/2" RECOVERY BOARD ON 3/4" PLYWOOD ON 5" STEEL CHANNELS SADDLE: (FIELD INSTALL) EPDM ON 1/2" RECOVERY BOARD ON 3/4" PLYWOOD FRAMING
R-38 SPRAY FOAM INSULATION 5 (CONTINUOUS) I-501
319 North 4th Street Suite 1000 St. Louis, Missouri 63102 p 314.231.5700 f 314.231.0816
5 I-501
MEMBRANE ROOFING TAPERED INSULATION
METAL FLASHING
12
12 1
RECOVERY BOARD SEAL
1
METAL FLASHING
2" METAL DECK STEEL ANGLE 6" HSS TUBE
SUSPENDED CEILING GRID
CANTILEVERED 5" STEEL CHANNELS
MYLAR COATED CEILING TILES
INFILL SPRAY FOAM INSUL IN FIELD AROUND BOLTED CONNECTION
Project Team:
STUCCO PANEL CEMENT BOARD
HSS 6X2X1/4
"Z" CLIP FASTENERS TYVEK ON 1/2" PLYWOOD 4 " METAL STUDS W/ SPRAY FOAM INSUL. (R-22 MIN.) FRP ON 1/2" PLYWOOD
Sturctural Affiliates Intl. 95 Whtie Bridge Rd., Sutie 222 Nashville, TN 37205 615.269.0069
Structural Engineer:
Mech, Elec, Plum, Michael Peterson, P.E. PO Box 159311 Fire Protection Nashville, TN 37215 Engineer: 615.417.8779
Professional Seal:
ALUMINUM THRESHOLD (CONTINUOUS)
6"
6"
6" SPRAY FOAM INSULATION (CONTINUOUS)
6" RIGID INSULATION (BETWEEN BOTTOM OF PURLINS TO GRADE)
2" METAL DECK 6" HSS TUBE
STEEL ANGLE GRADE
CONCRETE FOOTING
RIGID INSULATION
section thru shipping container structure 1
Section at Connection 1" = 1'-0"
The Professional Architect's seal affixed to this sheet applies only to the material and items shown on this sheet. All drawings, instruments or other documents not exhibiting this seal shall not be considered prepared by this architect, and this architect expressly disclaims any and all responsibility for such plans, drawings or documents not exhibiting this seal.
This drawing and details on it are the sole property of the architect and may be used for this specific project only. It shall not be loaned, copied or reproduced, in whole or part, or for any other purpose or project without the written consent of the architect.
No.
0' - 0 1/4" max.
New Door Frame
0' - 0 1/2"
Aluminum Threshold Resilient Flooring
Slope
Floor Butt Detail 3 1 1/2" = 1'-0"
Concrete per Civil Drawings
Exterior Door Threshold Detail 2 1 1/2" = 1'-0"
0
Description CONSTRUCTION
Date 11-15-12
Resilient Flooring
2 1 max.
(E) Floor & Structure
(E) Floors & Structure per Structural
November 15, 2012 - 100% Construction Documents
Project Title:
3/4" PLYWOOD RESILIENT FLOORING
Starbucks - Roseville
4" X 2" FRY REGLET AINT BLACK)
STUCCO PANEL (MATCH COLOR AND TEXTURE ON ADJ. SHOPPING CENTER STUCCO)
C
3
STEEL CHANNEL - PAINT BLACK (MATCH PMSFC)
TUCCO PANEL MATCH COLOR AND EXTURE ON ADJ. HOPPING CENTER STUCCO)
E. Signage Contractor to install signage in compliance with local codes ad obtain permit and landlord approval.
PROJECT DESCRIPTION
URFACE OUNTED LIGHT XTURE
62" SIGNAGE BY OTHERS
C
A-501
p 314.231.5700 f 314.231.0816
CL OF SIGN 17' - 1 9/16" TRIM 15' - 6"
N MOUNTED SIGNAGE BY OTHERS PIN MOUNTED SIGNAGE BY OTHERS 3
A. General Contractor to coordinate installation with the Signage Contra scheduling notice of 4 weeks and 1 date of installation. Starbucks Con
319 North 4thprovide Street General Contractor with Sig information. Suite 1000 St. Louis, Missouri 63102 B. General Contractor shall coordin
D. Signage Contractor shall verify size and location of any and all allowable monument or pole signage with landlord and provide shop drawing(s) prior to fabrication to Starbucks 6" HIGH Designer for approval.
62" SIGNAGE BY OTHERS
TEEL CHANNEL - PAINT BLACK (MATCH PMSFC)
Exterior Elevation CORNICE 19' - 8"
B. General Contractor shall coordinate with Electrical Office: Contractor to furnish and install electrical circuits including T.O. DRIVE THRU all conduit, wire, connections, and breaker at panel board 18' - 5 7/32" necessary to serve Signage.
Fibrous Break
24A-402
Sheet Title:
BUILDING SECTIONS Project Number:
12177.02 Drawn By:
SF, MP, SA Issue Date:
11.15.12
Sheet Number:
reflection
fig. 01
fig. 02
fig. 03
fig. 04
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 networks can be established with design team members.
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. discovering answers is a self-motivated exploration, 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.
thanks to the lawrence group for the wonderful experience and opportunities. - sam