Chris Pine's Architecture Portfolio by christopher-pine

CHRISTOPHER PINE CollectedWorks Works 2010 - 2019 Collected 2009-2018

RESUME EDUCATION Taubman College of Architecture and Urban Planning, University of Michigan Master of Architecture, 2014 Gerald D. Hines College of Architecture, University of Houston Bachelor of Architecture, Minor in Marketing, 2011

EXPERIENCE Stone Soap Housing Puerto Rico Housing Moross Gallery

VolumeOne Design Studio / February 2019 - Present Design Lead Defined design parameters based on requests from clients and budget constraints. While working with team members to carry the project’s design intention through to construction documentation.

The Corner, Mixed-use Davidson Residence Jamsil K-Pop Arena Jamsil Olympic Stadium Miami Open Tennis Sled Hill USTA Player’s Area

Rossetti / February 2016 - February 2019 Intermediate Designer

Birmingham Residence Greek Orthodox Church Novi Town Houses

Constantine George Pappas Architecture & Planning / August 2015 - January 2016 Architectural Contractor

MFAH Art Museum Extension Asia Society Museum Kimbell Expansion Milstein Hall, Cornell University

Kendall/Heaton Associates, Inc. / June 2013 - August 2013, May 2008 - August 2008

Zero MiniMax House House for Baby Boomers Campus Expansion / Art Corridor

Power Lots Botanica

Initiated schematic design concepts for design leads and implemented design intentions with other disciplines within the office. Occasionally I would work within studios for high profile projects where I had opportunities to follow projects from conception to construction. My role within a studio was to provide design feedback for technical leads and assist technical staff in completing construction drawings.

Worked closely with leadership on an addition for a school and renovations for a church. Provided design charrettes for clientele and assisted leadership with construction drawings.

As an office that specializes in detailing I had the opportunity to learn from very technically creative people and correspond with talented designers. I had the opportunity to provide code analysis presentations and assist with putting together detail sheets for several projects. Green Modern / September 2011 - September 2012 Project Lead Produced conceptual designs and construction drawings for two residential projects where sustainability was high priority. LOJO & University of Houston / May 2008 - August 2010 Researcher & Fabricator Assisted faculty in their research and production of sustainable building components for the Houston Sustainability Expo.

PUBLICATIONS / AWARDS AIA Michigan Building Award / Sled Hill, 2018 ARCHITECTURE Pseudo-public Pseduo-private, 2018 Dimensions, Vol. 28 / “Inside Out”, Spring 2015 Thesis Winner Award / Taubman College of Architecture & Urban Planning R+D Awards / Citation in R+D, “C-Lith”, 2014

CONTENTS Professional Sled Civic 04 Sled Hill Hill Civic 04 Mikvah Guest House House Residential Residential 12 12 Mikvah//Guest USTA 18 USTAPlayer’s Player’sArea Area Sport’s Hospitality Sport Hospitality 18 Children’s Children’sMuseum Museum Civic

22 Civic 22

Title Town Housing Residential Gallery 26 26 Moross House House for Baby Boomers

Residential

Max Mini Addition

Residential

Academic Thesis: Thesis:

Assumptions of Interior Vitality Vitality 36 Assumptions of Interior

Reconstituting a Napkin 40 Reconstituting a Napkin 40 Inside Out: Flirting Figures 44 Inside Out: Flirting Figures 44

CONTACT: Christopher Pine 624 Notre Dame Street Grosse Pointe, MI 48230 P: 734.330.1910 E: christopher.s.pine@gmail.com W: christoper-pine.com

Proposals ProposalsStudio: Studio:

Post-Agrarian Knuckle 54 Post-Agrarian Knuckle 54

Options Studio: Studio:

Vanishing LociLoci 60 60 Vanishing

Networks Networks Studio: Studio:

Vastly 68 VastlyNimble Nimble 68

SLED HILL Lambeau Field is a legendarily brutal place to play football in the winter. It is commonly known as the “Frozen Tundra”. It is a source of pride for fans to endure sub-zero temperatures when most other northern teams have moved to heated indoor venues. As the centerpiece of a 10-acre park immediately adjacent to the stadium, it was essential to the design team that the concept for this unique building needed to be specific to the place. Envisioned as a piece of earth pushed upward on a crystalline block of permafrost ice, the Sledding Pavilion embodies the idea that inspired it. A challenge for any sports anchored development is generating activity year-around when there are not events to attract people. This is particularly tricky in harsh environments. “The Hill”, or sledding pavilion was designed to attract people throughout the year. In the winter people can slide down the 30% slope or go ice skating on the skating pond and trail that winds its way beneath the structure. In the warmer months the hill becomes an inclined lawn facing the stadium that can be used for concerts and recreation, and the skating area below becomes a public plaza. There is also a terrace at the top of the hill with a bar concealed by a folding wooden wall that opens to create a canopy. Throughout the year people can use the café on the ground level and the event space on the second floor. In addition to the location specific design parti, the building materials were also selected for their connection to the area. Local Fon du Lac stone cladding and indigenous white cedar were primary building materials. Rain screen cladding that evokes the memory of weathered wood siding from a cabin in the woods was also used to further reinforce the connection to nature that is so important to the region.

LV-03 145' - 0"

1 LV-03 145' - 0"

MECH 208

LV-02 124' - 0"

Project

TITLE SLED PAVIL

MECH 208

LV-02 124' - 0"

OPEN TO BEYOND

SKATE RENTAL

LOCKERS 121

OPEN TO BEYOND

120

H4 A-327 LV-01 100' - 0"

OPEN TO BEYOND

SKATE RENTAL

LOCKERS 121

120

ELEV PIT 96' - 0"

H4 A-327

LV-01 100' - 0"

Lombardi Avenu Ashwaubenon, W

ELEV PIT 96' - 0"

Consultant

BUILDING SECTION AT SKATE RENTAL

A-311

No. 1 2 3 4 5

Scale: 1/8" = 1'-0" Ref: A-111B

BUILDING SECTION AT SKATE RENTAL

A-311

Scale: 1/8" = 1'-0" Ref: A-111B

BID SET REVIEW QUALITY REVIE BIDS PERMITS

LV-03 145' - 0"

4 4

EVENT SPACE

209 BALCONY

EVENT SPACE

209

PREP

203

204

PREP

203

204

21' - 0"

BALCONY

MECH 208

LV-02 124' - 0" C

11' - 9"

MECHANICAL

110

MECH LEVEL 112' - 3"

CAFE

107

109

107

CAFE WOMENS 109 106

106

CAFE

OPEN TO BEYOND

OPEN TO BEYOND 1

109

Project

TITLETOWN SLEDDING PAVILION

Key Plan 1

LV-01 100' - 0"

Project

TITLE SLEDD PAVIL A6 /A-3 11

109

OPEN TO BEYOND

12' - 3"

CAFE

OPEN TO BEYOND

ELEV PIT 96' - 0"

Sheet Title

BUILDING 2

Lombardi Avenue & S. Ridge Road Ashwaubenon, WI 54304

A6 BUILDING SECTION AT THRU PAVILION PERSPECTIVE BUILDING SECTION A-311 Scale: 1/8" = 1'-0" PAVILION A

A-311

Scale: 1/8" = 1'-0" Ref: A-111A

A-312

B A-312

E A-312

G6 A-431

D C6 A-431

A-312

G6 A-431

6A A-431

300

G5 A-432

E6 A-432

G6 A-431

Sim C6 A-431 T/PARAPET 160' - 0"

6A A-431

ELEV LOBBY

300 A-012

E2 A-431 G6 A-432

C3 A-012

T/PARAPET 160' - 0"

ELEVE3LOBBY

E3 A-012 G5 A-432

Consultant

G6 A-432

B6C3 A-427 A-012

A-431 WEST STAIR

LOW ROOF TOS 154' - 6 1/2"

BAR

101

No. 1 2 3 4 5 12 13 18

B6 Description A-312 BID SET REVIEW QUALITY REVIEW BIDS PERMITS BULLETIN 6 REISSUE BULLETIN 7 BULLETIN 12

Date 07/29/16 09/09/16 09/23/16 10/24/16 12/19/16 08/02/17 08/14/17 09/11/17

WEST STAIR

301

211

EVENT SPACE

KITCHEN

CAFE

108B

109

Scale: 1/8" = 1'-0" Ref: A-111A

EAST STAIR

102 MECH LEVEL 112' - 3"

EAST ELEV

104

WEST ELEV

103

100

ELEV LOBBY

108A

102

110

CONCESSION

MECH

MECH LEVEL 112' - 3"

104

EAST STAIR 103

MECH LEVEL 112' - 3" 5

Key Plan

KITCHEN 108B

LV-01 100' - 0"

ELEV PIT 96' - 0"

LV-01 100' - 0"

E6 /A-3 12

ELEV PIT 96' - 0" B3 /A-3 12

LV-01 100' - 0" ELEV PIT 96' - 0"

Sheet Title

BUILDING SECTIONS

BUILDING

Project Number

2013-025.04

BUILDING SECTION CORE N/S

A-312

MECH

102

110

108A

5/22/2018 3:27:49 AM

EAST ELEV

MECH

100

ELEV LOBBY CONCESSION

LV-02 124' - 0"

209

WEST ELEV

109

LV-02 124' - 0"

BALCONY

203

LV-02 124' - 0"

MECH LEVEL 112' - 3"

4 UTILITY LEVEL 134' - 0"

E6 /A-3 12

102

211

UTILITY LEVEL 134' - 0"

200

LV-02 124' - 0"

MECH

BID SET REVIEW QUALITY REVIE BIDS PERMITS BULLETIN 6 REI BULLETIN 7 BULLETIN 12

LV-03 145' - 0"

ELEV LOBBY

200

209

No. 1 2 3 4 5 12 13 18

UTILITY

UTILITY LEVEL 134' - 0"

ELEV LOBBY BALCONY

LOW ROOF TOS 154' - 6 1/2"

LV-03 145' - 0"

203

Sim

T/PARAPET 160' - 0"

301

UTILITY

EVENT SPACE

G6 A-431

BAR

101

LV-03 145' - 0"

UTILITY LEVEL 134' - 0"

B6 A-427

LV-03 145' - 0"

CAFE

A-311

T/PARAPET 160' - 0"

E6 A-432

Ashwaubenon, W

2013-025.04

Sheet number

Scale: N.T.S. C

PERSPECTIVE BUILDING SECTION THRU PAVILION

A-111A A6 Ref: BUILDING SECTION AT PAVILION

Scale: N.T.S.

Lombardi Project NumberAvenue

Consultant

E6 /A-3 12

A-312

C:\Users\cpine\Desktop\IMAGES\SLED HILL PAVILION\SLED-ARC.rvt

5/22/2018AM 3:27:42 AM 5/22/2018 3:27:42

C:\Users\cpine\Desktop\IMAGES\SLED HILL PAVILION\SLED-ARC.rvt C:\Users\cpine\Desktop\IMAGES\SLED HILL PAVILION\SLED-ARC.rvt

PREP WOMENS KITCHEN

PREP KITCHEN

4' - 0"

E6 BUILDING SECTION CORE N/S BUILDING SECTION CORE E/W

A-312

A-312 Scale: 1/8" = 1'-0" Ref: A-111A

A-312

Scale: 1/8" = 1'-0" Ref: A-111A C

BUILDING SECTION CORE E/W Scale: 1/8" = 1'-0" Ref: A-111A

CAD File

Project Number

2013-025.04

Sheet number

A-312 G

A-312

E 2"

092216.B 2 1/2"

HORZ SHIPLAP WOOD PLANK'G

PAINT MATT BLACK

095400.B

095400.A

TYP TYPE E LIGHT FIXTURE IN WOOD SLAT CEILING @ EDGE

PAINT MATT BLACK

/4"

4" 2 3/

(SEE

G20

R 153' - 7 5/8"

R 150' 0" REFER ENCE

R 170' - 2 5/8"

R 170' - 3 1/4"

G13

R 167' - 7 3/8"

R 158' - 10" 3/8"

G21

SURV CAMER A

G23

E16

G13 R 178' - 6 5/8"

- 7 5/8 "

- 5 3/4 "

6" R 161' -

G22 G15

G19

G10

MANUFACTURER TO PROVIDE WALL MOUNT ATTACHMENT THAT MATCHES THE CONSTRUCTION DOCUMENTS INTENT DETAIL DRAWINGS). CONTRACTOR TO COORDINATE WITH MANUFACTURER

G24 G12

G21

E16

Key Plan

LOCKERS 121

WAP

E21

9' - 2"

SKATE RENTAL

Sheet Title

LV-01 R

120

G11

R 153'

F2 A-322

R 187' - 6"

G14

TYPE G:

G21

R 190' - 0 3/4"

MANUFACTURER TO PROVIDE CEILING MOUNT ATTACHMENT THAT MATCHES THE CONSTRUCTION DOCUMENTS INTENT DETAIL DRAWINGS). CONTRACTOR TO COORDINATE WITH MANUFACTURER

G16 3/8"

G12

5' - 0"

G13

G18

Scale: 3" = 1'-0" Ref: A-711

5' - 0"

7' - 5"

CEILING SLOP DOW N FOLL ES OWING CURVATURE OF BUILDING

5' - 0"

104

G18

R 167' - 9

LIGHT FIXTURES

G13

G17

R 185' - 2"

18' - 9"

G15

R 156'

3/4 "

TYPE CH1 & E:

(SEE

CENTER ON WALL Sim

A-711

EAST ELEV

SURV CAMERAS TO BE COLUMN OR WALL MOUNTED ON LV-01 AND LV-02.

A.1

1/4"

P WA

R 193' - 11

9' - 0"

103

D1 E27

A-711

R 173' - 2 3/4"

BID SET REVIEW QUALIT BIDS PERMIT ADDEND BULLET BULLET

TYP HVAC DIFFUSER IN WOOD SLAT CEILING

ARC'S

R 172' - 9 7/8"

A-712

UTILITY 122

5/22/2018 3:30:08 AM

C:\Users\cpine\Desktop\IMAGES\SLED HILL PAVILION\SLED-ARC.rvt

EAST STAIR

-4

G2 - 2 1/2 "

R 164'

9' - 0"

ALL WIRELESS ACCESS POINTS TO BE CONCEALED, LOCATED ABOVE THE FINISHED CEILING AND HAVE ACCESS PANELS TO MATCH CEILING.

SURV CAMERA

- 2"

EQ FE

D1 -4 "

A-712

R 171'

G11

9 EQUAL

1/2"

9' - 0"

No. 1 2 3 4 5 6 12 14

PAINT MATTE BLACK

FINISHED CEILING 095400.A NO EXPOSED FASTENERS

055000.FF

6 1/4"

105

A6 A-432

R 16 2' - 2

MENS

5/8"

107

102

G18

H4 A-711 TYP

106

G28

- 2 1/4 "

PREP KITCHEN

101

GENERAL NOTES - RCP:

18' - 9" EQ

R 170'

WOMENS

MECH

A-322

R 15 8' - 0"

HVAC DIFFUSER SYSTEM

15.25°

R 17 3' - 4

G28

R 15 4' -

109

WEST STAIR

110

G28

CAFE

10' - 0"HL

G28

E2 A-711

R 16 8' - 6"

108B

10' - 0"

E25 CENTER E5 ON WALL

0 3/

ELEV LOBBY

P WA

095400.B

R 17 4' -

Consultant

Scale: 3" = 1'-0" Ref: A-320

DECORATIVE METAL PLATE SOFFIT - PAINT, COLOR 12.2 TBD 6° 7E QU AL ARC 'S

5/8"

100

108A

KITCHEN

WEST ELEV

G28

A-711

H CONCESSION

Sim

Lombardi A Ashwauben

3 2.4 9°

Z MOUNTING PLATE (FIELD BEND)

G6 G28

Sim

9' - 0"

A-712

G28

Project

TITL SLE PAV

092216.S

R 19 1' - 6

G28 E5

A-711 G6

A-712

G6 G28

53' -

A-711 E3

E26 CENTER ON WALL

Sim G28

A-711

BOTTOM OF CURTAINWALL ABOVE 7 E 35 QU ' - 0 AL " @ 5'0"

G28 A5 A-713

095400.A NO EXPOSED FASTENERS

EXTERIOR WOOD SLAT FINISHED CEILING CEILING DETAIL W/ LIGHT FIXTURE

52' -

G28

SURV CAMERA TYP

WOOD SLAT CEILING PERPENDICULAR TO COLUMN LINE 2

9 TY " P

G6 A-111A

E4 P WA

DIF LINE FU AR SE R/S

20 '-

A-711

-6

/8"

9 TY " P

A-711

63 /4"

A-713

18' - 9" F3

90°

ALIGN THIS END OF E4 FIXTURE WITH E3 FIXTURES

Sim

095400.A

1' -

-6

C.L. OF E3 LIGHT FIXTURES

G28

-6

BIRD/INSECT SCREEN PAINT MATT BLACK 055000.FF

Scale: 3" = 1'-0" Ref: A-320

G28

EDGE OF LINEAR DIFFUSERS FROM INSIDE FACE OF GLASS

G28

PAINT MATT BLACK

EXTERIOR WOOD SLAT CEILING DETAIL

A-711

OUTSIDE FACE OF GLASS

75 /8"

-6 "

G28

095400.B

095400.A NO EXPOSED FASTENERS

FINISHED CEILING

7 E 35 QU ' - 0 AL " @ 5'0"

7" 17 '-

A-712

BIRD/INSECT SCREEN

21 /2"

END OF E28 LIGHT FIXTURES

G28

Scale: 12" = 1'-0" Ref:

9" TY P

WOOD SLAT CEILING PARALLEL TO COLUMN LINE B

9" TY P

G28

A.1

A-711

DECORATIVE METAL PLATE SOFFIT - PAINT, COLOR TBD

-0

055000.FF BUTT JOINT WHEN REQUIRED AT SHIPLAP JOINT

ACCESS PANEL

092216.X

3/4"

3/4" -0

LED COVE LIGHT

095400.B

METAL EDGE TRIM

11 /2"

SUSPENDED DIRECT/INDIRECT

055000.FF BUTT JOINT WHEN REQUIRED AT SHIPLAP JOINT

16 GAUGE BRONZE END TRIM IN A US10B FINISH

1/2" 15 '-

SUSPENDED DIRECT/INDIRECT RADIAL LOUVER

Scale: 1 1/2" = 1'-0" Ref: A-711

1/4"

SUSPENDED LINEAR INDIRECT

DETAIL INTERIOR CEILING

A-711

R 18 7' - 2

Scale: 3" = 1'-0" Ref: A-711

R 16 9' -

A-711

Scale: 3" = 1'-0" Ref: A-711

Keynote Text CONTINUOUS BRONZE CAP CHANNEL TRIM SHIPLAP WOOD PANEL STEEL STUD STEEL RUNNER CARRYING CHANNEL CONTINUOUS STEEL RUNNER LED LIGHT SUPPORT TYPE X INTERIOR GYPSUM BOARD SHIPLAP WOOD PANEL CONCEALED SUSPENSION SYSTEM RECESSED DOWN LIGHT FIXTURE RECESSED DOWN LIGHT FIXTURE TYPICAL TYPE E LIGHT FIXTURE FLEXIBLE STRIP LED 247.382"(6283.5mm) FLEXIBLE STRIP LED 229.961"(5841mm) FLEXIBLE STRIP LED 94.075"(2389.5mm) FLEXIBLE STRIP LED 233.441"(5929.5mm) FLEXIBLE STRIP LED 184.665"(4690.5mm) FLEXIBLE STRIP LED 149.823"(3805.5mm) FLEXIBLE STRIP LED 595.812"(15133.5mm) FLEXIBLE STRIP LED 205.571"(5221.5mm) FLEXIBLE STRIP LED 226.476"(5752mm) TYPICAL TYPE G LIGHT FIXTURE FLEXIBLE STRIP LED 23.169"(588.5mm) FLEXIBLE STRIP LED 247.382"(6283.5mm) FLEXIBLE STRIP LED 355.394"(9027mm) FLEXIBLE STRIP LED 17.421"(442.5mm) FLEXIBLE STRIP LED 121.949"(3097.5mm) FLEXIBLE STRIP LED 13.937"(354mm) FLEXIBLE STRIP LED 83.622"(2124mm) FLEXIBLE STRIP LED 66.201"(1681.5mm) FLEXIBLE STRIP LED 34.843"(885mm) FLEXIBLE STRIP LED 111.496"(2832mm) FLEXIBLE STRIP LED 215.984"(5487mm) FLEXIBLE STRIP LED 184.665"(4690.5mm) FLEXIBLE STRIP LED 73.169"(1858.5mm) FLEXIBLE STRIP LED 48.780"(1239mm) FLEXIBLE STRIP LED 271.772"(6903mm) FLEXIBLE STRIP LED 90.591"(2301mm) FLEXIBLE STRIP LED 149.823"(3805.5mm) FLEXIBLE STRIP LED 76.654"(1947mm) FLEXIBLE STRIP LED 132.402"(3363mm) FLEXIBLE STRIP LED 278.740"(7080mm) FLEXIBLE STRIP LED 76.693"(1947mm)

092900.B 095400.A 095400.B D1 D2 E E3 E4 E5 E6 E16 E21 E25 E26 E27 G G2 G3 G7 G8 G9 G10 G11 G12 G13 G14 G15 G16 G17 G18 G19 G20 G21 G22 G23 G24 G28

2x4 RECESSED

GYP BD ON METAL STUD PARTITION SYSTEM

2x2 SUSPENDED LINEAR FLUORESCENT

5 1/

TYP TYPE E LIGHT FIXTURE IN WOOD SLAT CEILING

A-711

095400.A NO EXPOSED FASTENERS 055000.FF ALIGN BUTT JOINT W/ SHIPLAP JOINT FINISHED CEILING

R 18 2' - 0

1" 1"

095400.A NO EXPOSED FASTENERS

064200.A 092216.A 092216.B 092216.S 092216.X

2x2 RECESSED

R 18 6' -

EQ 2"

055000.FF

LED RECESSED DOWNLIGHT

064200.A

ALIGN

64' -

FINISHED CEILING

Key Value

RECESSED DOWNLIGHT

3/4"

092216.A

095400.B

055000.FF TYP

E25 CENTER ON 1 1/2" SLOT

092216.B

092900.B

1 1/4"

095400.B

PAINT MATT BLACK

Material Keynotes:

RECESSED LINEAR FLUORESCENT

G 1

092216.S

R 18 8' -

2 1/2"

R1 80' - 1"

055000.FF BUTT JOINT AT SHIPLAP JOINT

DIF LINE FU AR SE R/S

092216.X WHERE LIGHT FIXTURE OCCURS

RCP Legend

E5 CENTER ON 1 1/2" SLOT AND ALIGN END WITH EDGE OF 095400.A AS INDICATED. TYP. 095400.A

R 181' -

A-711

Project Number

DECORATIVE METAL PLATE SOFFIT - PAINT, COLOR TBD

LV-01 RCP

2013-025.0

Sheet number

Scale: 1/8" = 1'-0" Ref: A-111A B

A-71

C:\ROSSETTI\RevitProjects\SLED-ARC_rcorpuz@rossetti.com.rvt 12/19/2016 6:00:14 PM 1

Material Keynotes Key Value MATCHLINE

T/PARAPET 160' - 0" Sim

209

1' - 4"

G6 A-431

BALCONY

8 1/2"

033000.H 044300.A 044300.F 072100.A 072100.E 044300.U

3' - 5 1/2"

075400.B 044300.T 044300.N 042000.A

044300.E 044300.F

073300.CC 073300.DD 075400.B 075323.DD 075323.W

044300.G 044300.N 044300.T

LV-02 124' - 0"

044300.U 054000.AA

LOW ROOF TOS 155' - 2 1/2"

055000.FF 061000.V

PROTECTION BOARD EXTRUDED POLYSTYRENE BOARD INSULATION VAPOR RETARDER VAPOR RETARDER TAPE SPRAY APPLIED JOINT SEALANT AND FLASHING CLOSED CELL SPRAY APPLIED FOAM INSULATION THERMAL BREAK MATERIAL CONCRETE PAVERS ADJUSTABLE PEDESTAL SYSTEM DRAINAGE BOARDS HOT FLUID APPLIED WATERPROOFING MEMBRANE FREE DRAINING LEVELING SAND BED COVER BOARD TAPERED INSULATION PVC ROOFING MEMBRANE SHIPLAP WOOD PANEL BIRD-INSECT SCREEN COMPACTED GRANULAR FILL PIER CAP CONCRETE WALK BY OTHERS FOOTING DRAIN GRAVEL FILTER FABRIC

072100.D 072100.E 072100.L 072100.M 072100.P 073300.CC 073300.DD 073300.E 073300.HH 073300.JJ 075323.DD 075323.W 075400.B 095400.A 108100.A 310000.C 316239.B 321300.A 334600.A 334600.B 334600.C

5' - 3"

FOAM INSUL 4'-0" (MIN)

Keynote Text

071326.G 072100.A

071326.A

Key Value

FOOTING FOUNDATION WALL SUSPENDED SLAB BUILDING WALL EXPANSION JOINT PVC WATER STOP CONCRETE MASONRY UNIT GROUT DIMENSIONAL STONE VENEER IN HORIZONTAL COURSING MORTAR THERMALLY BROKEN MECHANICALLY FASTENED MASONRY ANCHOR STEEL ANGLE WEEP CONTINUOUS COPPER-LAMINATED THROUGH WALL FLASHING WITH STAINLESS STEEL DRIP EDGE AND SEALED TERMINATION BAR CAVITY DRAINAGE MATERIAL EXTERIOR UPLIFT LOAD-BEARING CEILING FRAMING CONTINUOUS BRONZE CAP CHANNEL TRIM PRESERVATIVE TREATED WOOD BLOCKING MODIFIED BITUMINUS SHEET WATERPROOFING

1' - 0"

HIGH ROOF TOS 158' - 8"

033000.A 033000.B 033000.D 033000.H 033000.L 033000.S 042000.A 042000.E 044300.A

Keynote Text

033000.D 072100.M 072100.L 054000.AA 072100.M 072100.D 108100.A STONE MASONRY NOMINAL LENGTHS: 12" TO 60" IN INCREMENTS OF 12" BASED ON MFR AVAILABILITY PER UNIT HEIGHT NOMINAL HEIGHTS: 3", 4", 6", 9" & 12" NOMINAL DEPTH: 4"

11' - 9"

MIN 6"

8" 10' - 2 1/2"

054000.AA

095400.A 055000.FF

033000.H

061000.V

072100.A

072100.E

072100.L 044300.F

072100.A

WEST ELEV 100

044300.A

044300.F 044300.A 6' - 6"

044300.U

2' - 0"

1' - 0"

044300.T 044300.N 073300.HH 042000.A 073300.CC

2' - 0"

073300.JJ 073300.E 073300.HH LV-03 145' - 0"

STONE MASONRY LAID WITH RANDOM VARYING LENGTHS HORIZONTALLY WITH CONSTANT COURSE HEIGHT. COURSE HEIGHT PATTERN REPEATS VERTICALLY EVERY 12" IN HEIGHT

2' - 0"

MECH LEVEL 112' - 3" 1/2" PROJECTION, REFER TO EXTERIOR ELEVATIONS FOR MASONRY PROJECTIONS 8 1/2"

072100.E 044300.U

033000.D

044300.T 044300.G 044300.N

108100.A

A-323

ISOMETRIC STACKED STONE MASONRY CORNER MODULE Scale: 3/4" = 1'-0" Ref: 3 5/8"

072100.E

095400.A

072100.M

055000.FF

7' - 4"

033000.H 1' - 0"

044300.A

072100.E 061000.V 044300.F 072100.A 072100.E

1' - 0"

0" PROJECTION, REFER TO EXTERIOR ELEVATIONS FOR STONE MASONRY PROJECTIONS

4' - 2"

100

2' - 0"

044300.A

WEST ELEV

044300.F 072100.A

UTILITY LEVEL 134' - 0"

STONE MASONRY OVERHANG

1/2"

NOTE: ADJUST COURSING HEIGHTS AS REQUIRED TO ALIGN TO MASONRY OPENINGS

12' - 3"

MIN 6"

054000.AA

072100.L 072100.M 072100.D

072100.P

11' - 0"

FOAM INSUL 4'-0"

044300.A

4' - 11"

044300.F

6' - 10"

1' - 0"

072100.E 044300.U 044300.T 044300.N

6' - 0"

044300.A

LV-01 100' - 0"

2' - 0"

SLOPE AWAY FROM BLDG

1' - 0"

321300.A

044300.E

BALCONY 209

3" 1' - 0"

4' - 0"

ELEV PIT 96' - 0"

8 1/2" 6"

1' - 0"

2' - 0"

MATCHLINE

310000.C 033000.L 042000.A 042000.E 072100.L 033000.B 072100.A 071326.A 033000.S 071326.G 071326.A

334600.B 334600.C

NOTE: HORIZONTAL COURSING HEIGHT TO BE CONSTANT

WALL SECTION AT CORE WEST ELEVATION

A-323

STONE MASONRY REPEATING COURSE MODULE V2 Scale: 1 1/2" = 1'-0" Ref: 1

Project

TITLET SLEDD PAVILI

Lombardi Avenue Ashwaubenon, WI

PERMITS

Consultant

No. 5

Key Plan

Sheet Title

WALL SECT CORE WEST

2013-025.04

Project Number

Sheet number

A-323

H4 /A-3 2

A-323

Scale: 3/4" = 1'-0" Ref: A-111A

334600.A 071326.A 071326.G

MIKVAH / GUEST HOUSE

Situated on the lot’s periphery this building corresponds to the existing house through the trees by mirroring a gabled roof. Taking a closer look this project demonstrates a dialogue that explores a delicate balance between domestication and sacred space. The overall form of the building is simple, where a gabled glass shape dedicated to leisure and entertainment separates services from sacred spaces. Homogeneous apertures reinforce the interior’s motives to simple binaries; ‘are gravel paths enough to denote entries, can a chimney supplement the reveal of other shapes within the interior?’

USTA PLAYER’S AREA We were asked to renovate areas that served player’s participating in the 2018 U.S. Open. This included a cafe, lobby, shared warm-up space, and locker rooms within the Louis Armstrong Stadium. During the discover process with the client we were able to quickly narrow in on the desired design with a multitude of diagrams and renders.

COURT LEVEL QUAD I A

R-1

R-2

R-3

3.5

2.5

1.5

R-4

Material Keynotes:

47.5

R-A

PLAYER’S LOBBY pages 7-10

Project

USTA Arthur Ashe Players' Area Renovations PRESIDENTIAL LOBBY pages 11-13

AA 4.5

5 R-B J

5.5 2

2 FACP

PLAYER’S CAFE pages 14-15

Flushing Meadows, Corona Park, New York

6.5 B

Consultant

101

PLAYER'S CAFE

1134 1189 SF

1 A-400

2 A-400

PLAYER'S CAFE VIP

103

7.5

CMO

1113.6 149 SF

1131 416 SF

102

M2 B4

104

CORRIDOR B2 1133 MEN'S RR

100

223 SF

105

1137 96 SF

-1 2' -4

107

/3 29 4 A-411

194 SF

1136 376 SF

1130 353 SF

PLAYER OPS. OFFICE

110

1136.1 209 SF

1448.1 218 SF

No. 1

1113 1642 SF

Description Issued for Demolition

Date 02/09/2018

CLOSET 1141.1 38 SF

115 C2

1448 231 SF

122

MIXED USE / WARM UP SPACE

CORRIDOR

109

PLAYER OPS.

OFFICE 121

OFFICE

117

108

1144 2017 SF

1449 381 SF

56 SF

44 SF

C2 1135

4" 3/

PLAYER'S LOBBY

8.5

1113.2 1113.5 UNISEX RR 86 SF 118 1113.3 41 SF

WOMEN'S RR

PLAN ROOM

QUIET ROOM UNISEX RR 1113.1

QUIET ROOM

106 C2

4 C2

111

NURSERY

CHANGING AREA

CORRIDOR

TOURN. DIR. OFFICE

1114.4 57 SF

114

on s

113

1144.1 185 SF

tru

112

1142 191 SF

CORRIDOR

1114.3 43 SF

116

119

fo rc

CHIEF EXEC. OFFICE

1141 432 SF

1118.2 135 SF

1143 211 SF

UNISEX RR

1114.2 608 SF

RECEPTION

PLAYER'S GREEN RM.

9.5

QUIET RM.

1120 116 SF

1122 161 SF

R-C

120

1122.1 153 SF

OFFICE 1118.1 156 SF

VIP LOUNGE

OFFICE 1118 907 SF

1119 481 SF

43 Key Plan

I 10.5

42.5

6 4

4 1

Flushing Meadows, Corona Park, New York Sheet Title

4 4 1

Player's Area Renovations Court Level Quad I

Seal and Signature

4 1

USTA Arthur Ashe Stadium Upgrades

4 1 1

1 1 4 4

4 1

6 1 4

1 4

6 1 1 1 4 4

1 4

4 1

1 4

1 1 4

1 4

1 4 4

1 1 4 4

1 4

1 1 4

1 4

1172 385 SF

PRESIDENTIAL LOBBY

R-D

3 A-400

A-110

Date

06/14/17

Project Number Drawn By Checked By

2017015 Author Checker

Sheet number

3/6/2018 9:17:03 AM

C:\ROSSETTI\RevitProjects\USTApl-arch-central_dciobanu.rvt

11.5

CAD File

A-110

BSCAN

Players Court Level Upgrades-Quad 1 Scale: 3/32" = 1'-0" Ref: A-410

THE FOLLOWING DIMENSION EQUALS ONE INCH WHEN PRINTED TO SCALE

04.10.2018 I

CHILDREN’S MUSEUM The Green Bay Packers asked the office to submit a proposal for several of buildings within their development West of Lambeau Field. One of those buildings being the new location of the Green Bay Children’s Museum. The design’s material palette and form take on a sincerely playful take of the master plan’s guide lines for the titletown development. Visual connection from the children exhibits to the playgrounds and Lambeau Field were crucial to the client. The design addresses this contingency by shifting the skylights North and South in plan to allow this visual connection to take place.

BUS DROP-OFF

SAFETY TOWN

OFFICE

RESTUARANT

RETAIL

ENTRY

OUR TOWN

LOBBY GIFT SHOP

SCIENCE LAB LAB SCIENCE IMAGINATION STAT. STAT. IMAGINATION CELEBRATION STAT. STAT. CELEBRATION

N DIAGRAM

30’

60’

SAFETY TOWN

120’ RESTUARANT

RETAIL

ENTRY

WATERPLAY

MAKE-PACK SHIP

WHOOSH AIR & MOV.

DIGEST!

TRAVEL EXHIBIT

BUS DROP-OFF

OFFICE 0’

TRAVEL EXHIBIT

DIGEST!

LOBBY

OUR TOWN

GIFT SHOP

WATERPLAY

MAKE-PACK SHIP

WHOOSH AIR & MOV.

SCIENCE LAB IMAGINATION STAT. CELEBRATION STAT.

N DIAGRAM

0’

30’

60’

120’ MECH.

FLOOR BELOW

ROOF GARDEN

FLOOR BELOW

GREEN ROOF

DIAGRAM

MECH. 0’

30’

60’

ROOF GARDEN

120’ FLOOR BELOW

CHILDREN’S MUSEUM

FLOOR 7 BELOW

FLOOR BELOW

GREEN ROOF

DIAGRAM

0’

30’

CHILDREN’S MUSEUM

60’

FLOOR BELOW

120’ 7

FLOOR BELOW

MOROSS HOUSE The current owners plan to use the building as an art gallery and studio for their own work as well as an event space. The garden is planned as an integral part of the whole program and will be restored and improved.

The change of use of the building as well as the provision of exhibition spaces require a small addition to the building which will also offer a roof terrace for garden parties and other events. A new additional stair provides garden access and a second mean of egress, required for the second floor. The addition to the building is envisioned to be in harmonious composition with the historic building in its size, proportion, and materiality, while expressing a contemporary character to distinguish itself from the historic building.

ITEMS FOR APPROVAL (HISTORIC DISTRICT COMMISSION HE • Alterations to existing building • Addition to rear of existing building

• New terrace to rear of existing building • ADA ramp to front of existing building • New hand & guard rails • New gate to side of existing building

• Replacement of stoop in front of existin • Replacement of fence in front yard

• New entrances (2) doors to rear of exis

• New building on lot (garage, studio wo Woodbridge St.) • Trellis

ITEMS FOR STAFF APPROVAL AT A LAT • Exterior lighting • Signage

Photo of Historic North Facade, 1969 PHOTO OF HISTORIC NORTH FACADE, 1969

• Restoration/replacement of front door • Landscaping

ADD

5"x5" HSS STEEL POSTS TOP @ 20'-0", PAINTED PC-2 EXISTING ADJACENT BUILDING (CREDIT UNION)

SIDEYARD, CRUSHED LIMESTONE

PROPERTY LINE

9'-11"

EL: 120'-5"

6'-4"

EL: 119'-4"

EL: 119'-10-1/2"

4'-0"

3'-4 1/2"

EL: 120'-7-1/2"

REINSTALL SALVAGED BRICK PAVEMENTS AS BASKET WEAVE PATTERN STEEL GATE, 6' TALL, 2/ 1A.711

3F 2F

GARDEN TERRACE 5'-6"

3'-10 1/2"

EL: 123'-4"

6'-0"

EL: 120'-7-1/2"

EL: 134'-1-1/2"

PORCELAIN PAVERS

ROOF TERRACE

EL: 123'-4"

EXISTING WALL

EXISTING CHIMNEY

1'-9 1/2"

E. JEFFERSON AVE.(107'-0" WIDE)

10'-8"

FENCE AND ENTRANCE WILL BE RESTORED OR REPLACED TO THE ORIGINAL DESIGN

EGRESS STAIR PORCELAIN PAVERS

PLANTER

MOROSS HOUSE DITION (PHASE 1)

205'-7"

WOODBRIDGE BUILDING (PHASE 1)

DRAW

EXISTING ADJACENT BRICK RETAINING WALL OWNED BY CREDIT UNION NEW TRELLIS

EXISTING UTILITY POLE

EL: 114'-1-1/2"

EL: 113'-5"

EL: 119'-0"

L: 123'-1-1/2"

EL: 119'-0"

EL: 118'-8"

PREL

EL: 113'-5" EL: 110'-2"

WALKWAY, CRUSHED LIMESTONE

EL: 117'-9" 2F

PRO 1F

EL: 121'-0"

44'-3 3/4"

EL: 134'-1-1/2" ROOF TERRACE

W PH

WOODBRIDGE ST. (45'-0" WIDE)

EL: 121'-2"

EL: 118'-8"

DRA

PRO

EL: 119'-0" DN

DRA

1'-6 3/4"

SCA UP

DRA

WALKWAY CRUSHED LIMESTONE

ROOF TERRACE SUN SAIL

SITE PLAN

Scale: 1/8" = 1'-0"

EXTERIOR WALL ASSEMBLY TYPE K

DETAIL PLAN - EXTERIOR WALL CONNECTION

ATTIC FLOOR PLAN

A.1.802

Scale: 1/4" = 1'-0"

1/A1 .301 1

1 A1.601

Scale: 1" = 1'-0"

A1.403

A1.801

2'-8"

1-204

MECH. ROOM 1-203

1-206

STORAGE

1.A2

LANDING

1-201

4'-4 3/4"

EL: 11'-6"

1-202

1-205

1-206 5'-10"

A1.402

3 A1.402

1-203

3'-6"

2'-10"

1.A1

1-202 RESTROOM

1.A3

EL: 10'-9-1/2"

1.I1

1.A1

EL: 9'-6-1/2"

6'-9 5/8"

OFFICE 2

5'-0"

7'-6"

1-204

1.A1

2/A1 .300

1A-1

3'-3 3/4"

2'-8"

1-205

3'-8"

2'-8"

RECESSED WOOD NICHE SEE DETAIL 13/A1.600 TOILET PAPER HOLDER ROOF TERRACE BELOW

2'-6 1/2" 4"X4" METAL DOWNSPOUT

SEALANT ON BOTH SIDES

1A-1

2'-11 1/2"

1-201

2 A1.103

1A-1

1/2" FRY REGLET 3'-8" 2'-8" Z-REVEAL MOLDING PAINTED PNT-1 28'-1 1/8"

3'-8"

1'-8 1/4"

1A-1

2'-8"V.I.F.

3'-1 1/8"

2 2 5/8" GYPSUM A1.103 .103 BOARD AND 1/2" OSB FASTENED TO EXISTING BATTENS

EXPOSED EXISTING BRICK WALL WITH CLEAR COAT SEALER

A1.401

EXISTING BATTENS EXISTING BRICK WALL

1-207 WOOD FURRING CAVITY V.I.F. EL: 10'-9-1/2" EXISTING BATTENS

NEW ENTRANCE DOOR AS SCHEDULED

1/A1 .300

4 A1.402 OFFICE 1

1/8" METAL LINER DRAIN PIPE WITH 1" SOUND INSULATION

TWO COATS OF PLASTER ON 5/8" GYPSUM BOARD ON 6" METAL STUDS

EXISTING BATTEN EXISTING LATH AND PLASTERS

DOWNSPOUT DETAIL

Scale: 1" = 1'-0"

A1.102

PLAN DETAIL

Scale: 1" = 1'-0"

A1.102

1 A1.400

1'-4"

1/2" BUILDING JOINT W/ SEALANT & BACKER ROD EXIST. BRICK WALL WATERPROOFING MEMBRANE EXTERIOR WALL ASSEMBLY TYPE K

1/2" FRY REGLET Z-REVEAL MOLDING PAINTED PNT-1

JABM - HSS 6X6X1/4 REF. TO STRUCT.

1/2" BUILDING JOINT WITH BACKER ROD AND SEALANT WATERPROOFING (19 RISERS @ 11") MEMBRANE

2/A1 .301

EXISTING BRICK WALL

EXTERIOR WALL ASSEMBLY TYPE K

EXIST. CHIMNEY

1'-3"

METAL STUD SIZE V.I.F.

(2)WOOD FURRING 1/2" FREY REGLET Z-MOLDING PAINTED PNT-1

PLAN DETAIL - EXPANSION JOINT @ NEW AND EXIST WALL

Scale: 1" = 1'-0"

A1.102

WALL TYPE 1.K1

PLAN DETAIL @ EXIST. CHIMNEY Scale: 1" = 1'-0"

SECOND FLOOR PLAN

1/A1 .301 1

A.1.802

Scale: 1/4" = 1'-0"

2, 3

A1.403

9'-10"

A1.403

42'-10"

1 2'-4"

A1.800

3'-4"

9'-8"

1-109

1-103

KITCHENETTE

1-101

1-102

2'-9 5/8"

1-102 FOYER

17'-4"

3'-11"

6'-4"

12'-9"

0°

4'-2"

2 A1.102 +/- 14'-1 1/16"

6'-4"

9'-0 21/32" (V.I.F.)

GARDEN TERRACE

5 A1.102

PLANTER

1-107

1/A1 .300

2/A1 .300

2'-8"

EL: 0'-0"

A1.402

4 A1.102

1B-1

1-104

RETAIL SPACE 1-103

1 A1.803

38'-6"

3'-10"

1-101

1-108

3'-5 1/2"

A1.403

(6 RISERS @ 12") STORAGE

12'-4"

1C-1 4'-10"

19'-6"

23'-4"

A1.401

1 A1.600

1-107 1-105

RESTROOM

PARLOR

4'-6 1/2"

1.E1

1-105

34'-1"

2'-6"

2/A1 .301

12'-0 3/8"

7'-4"

31'-10 11/32"

A1.400

(8 RISERS @ 12")

2'-0"

1.K1

7'-6"

1'-5"

RESTROOM

4'-8"

1-108

1'-8"

1-106

1-104

FIRST FLOOR PLAN Scale: 1/4" = 1'-0"

A1.403

9'-10"

42'-10"

2'-4"

10"

1'-10"

9'-0 5/8"

3'-0"

4'-6"

1'-0"

10"

1'-0"

1'-10"

7'-6"

EL: -7'-4" 6"

1'-0"

1 A1.402

.0 90 0°

1'-0"

7'-4"

EL: -7'-4"

14'-1" (V.I.F.)

BASEMENT

1'-2"

1-001

38'-6"

1'-0"

16'-10"

1'-2" .

10'-0 1/2"

1 A1.401

1'-0"

4'-8"

94 .0

1'-0"

1'-4"

A1.400

1'-0"

2'-6 3/4"

4°

17'-0" 42'-8"

7'-0"

10"

1'-0"

1'-10"

4'-0"

2'-7"

1'-0"

1'-10 1/2"

13'-0"

1'-11 1/2"

1'-0"

2'-11" (V.I.F.)

1'-0"

8'-6"

12'-0"

BASEMENT FLOOR/ FOUNDATION PLAN

1'-0"

WD BLOCKING

3" RIGID INSULATION

EXISTING MASONRY WALL

3" RIGID INSULATION

JAMB DETAIL JAMB @ WINDOW DETAIL JAMB @ B WINDOW DETAIL 26 26 1 1/2" = 1'-0"

PNT-2

1 1/2" = 1'-0"

NEW HDWD FLOOR

EXISTING SUBFLOOR

NEW HDWD FLOOR

WALL 2 BI-FOLD CLOSET DOORS SALVAGED A1.802 SALVAGED

1 A1.802

SALVAGED LIMESTONE SILL LIMESTONE SILL SHELF LIMESTONE FREE STANDING ALUM . WINDOW/ ALUM . WINDOW/ SYSTEM (NIC). LOCATION OF MICROWAVE FRAME AS FRAME AS SCHED . SCHED . METAL METAL METAL FLASHING FLASHING FLASHING

ALUM . WINDOW/ FRAME AS SCHED .

2'-6"

BOARD E. In (BOTH

2'-1"

GENERAL CONTRACT

EXTERIOR CONCRETE FOUNDATION

TRI359 Birm P . 24 E. m

DECORATIVE FACIA PNT-2

EXTERIOR

EXTERIOR EXTERIOR INTERIOR INTERIOR FIRST FLOOR KITCHENETTE ELEVATION 3 A1.800 Scale: 1/2" = 1'-0"

@ A WINDOW A

INTERIOR

CIVIL ENGINEER:

STO 607

1/2" DET Z-R P. 2 F. 2 THRESHOLDMOLDIN PNT-1

STONE THRESHOLD STONE THRESHOLD STONE @ EXTERIOR @ WD EXTERIOR DOOR @WD EXTERIOR DOOR 14 14 3" = 1'-0"

3" = 1'-0"

E. e WD DOOR

3" = 1'-0"

BIFOLD SEAL: SCHEDU

REGISTRATION

3/4" MDF CABINET DOOR. PAINTED PNT-2

MARVIN WD WINDOW/ MARVIN WD WINDOW/ MARVIN WD WINDOW/ 5 AS SCHED .FRAME AS SCHED . FRAME AS SCHED . 6

PANEL READY FRAME DISHWASHER

SILL

A1.800

7 A1.800

A1.800

CUSTOM SS-1 SINK (P-13)

3/4" MDF FIXED PANEL. PAINTED PNT-2

8 A1.800

UNDER COUNTER PULLOUT TRASH CAN #12

3/4" HDWD LINER 3/4" HDWD LINER 3/4" HDWD LINER TO MATCH EXIST . TO MATCH EXIST . TO MATCH EXIST . WINDOWS WINDOWS WINDOWS

E PR FO

1/2" BACK 3/4" MDF CABINET DOOR. PAINTED PNT-2

EXTERIOR 3/4" CONC . PAVERS

EXTERIOR 3/4" 3" RIGID EXTERIOR 3/4" 3" RIGID CONC . PAVERS INSUALTION CONC . PAVERS INSUALTION

3" RIGID INSUALTION

CONT . WATERPROOFING MEMBRANE RIGID INSULATION

CONT . CONT . WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE WATERPROOFING WATERPROOFING WATERPROOFING STORAGE MEMBRANE MEMBRANE MEMBRANE RIGID RIGID INSULATION INSULATION

6" CFM RUNNER

REFRIGERATOR

6" CFM RUNNER

1/2" ZMOLDI PNT-1

6" CFM RUNNER 2'-2"

2'-2" 1'-6"

3/4" HDWD LINER , PNT-6

NEW HDWD FLOOR

WD WINDOW/ 2'-6" AS SCHED . EXTERIOR 15'-5 1/4" CONCRETE FOUNDATION

RECLAIMED PINE FLOOR BOARD F3+F4

1/4" SEALANT & 1/4" SEALANT & 1/4" SEALANT & BACKER ROD BOTHBACKER ROD BOTHBACKER ROD BOTH SIDES @ B WINDOW SIDES B SIDES JAMB DETAIL JAMB @ WINDOW DETAIL JAMB @ A WINDOW DETAIL 21 1 1/2" = 1'-0"21 1 1/2" = 1'-0"21 1 1/2" = 1'-0"

3/4" HDWD LINER , PNT-6

1'-0 3/4"

5'-0 3/4"

3" RIGID INSULATION

1/4" SEALANT & 1/4"4'SEALANT & READY 1/4" SEALANT & WIDE PANEL REFRIGERATOR/ FREEZER BACKER ROD BOTHBACKER ROD BOTH BACKER ROD BOTH SIDES SIDES SIDES EXISTING EXTERIOR 3/4" HDWD LINER , PNT-6

MARVIN WD WINDOW/ MARVIN WD WINDOW/ MARVIN 1'-4 1/4" 2'-0" FRAME AS SCHED .FRAME AS SCHED2'-6". FRAME EXTERIOR CONCRETE FOUNDATION

4'-0"

2" x WD BLOCKING 2" x WD BLOCKING 2" x WD BLOCKING

E SECTION

T BIFOLD

2'-2"

SCHED

DRAWING ISSUED

+/- 2'-5 23/64"

3'-3"

1'-6"

3'-2 1/4"

4'-7 1/4"

SILL DETAIL SILL @ WINDOW DETAIL @ SILL B WINDOW DETAIL @ B WINDOW B 23'-3 5/8" 25 25

1 1/2" = 1'-0"

4'-0"

1'-0 3/4"

1'-4 1/4"

2'-0"

2'-6"

SILL DETAIL SILL @ WINDOW DETAIL @ SILL A WINDOW DETAIL @ A WINDOW 15'-5 A 1/4" 20 20

1 1/2" = 1'-0"

2'-6"

2'-1"

1 1/2" = 1'-0"

BIFOLD DOOR RUNNER ABOVE #15

HSS 14" x 6" x 1/4" (REF . TO STRUCT .) CONC . SLAB ON METAL DECKING

E SECTION

HSS 14" x 6" x 1/4" (REF . TO STRUCT .) CONC . SLAB ON METAL DECKING

WATERPROOF MEMBRANE

SOLDIER COURSING 3/8" JOINT

FOLDABLE FAUCETL8"x8"x1/2" , STL . LINTEL (P-14). BELOW CUSTOM SS-1 SINKALUM . FLASHING (P-13)

ALUM . DOOR AS SCHED .

SS-1 SINK ALUM3/4" . DOOR AS COVER SCHED .

PANEL READY DISHWASHER

3/4" MDF

VAPOR BARRIER

4X4 POST 2" WD BLOCKING CONCEALED HINGE

2" WD BLOCKING

6" CFM STUDS

ATION RIGID INSULATION

3/4" MDF SHIM HINGE 120° #1

RIGID INSULATION

ALUM . DOOR AS SCHED .

1/8" ALUM . LINER , PC-2

JAMB DETAIL JAMB @ DOOR DETAIL 1-105 JAMB @ DOOR DETAIL 1-105 @ DOOR 1-105 24 24 1 1/2" = 1'-0"

3/4" HDWD LINER , PNT-6

HSS 1 .5" x 2 .5" x 0.1875"

3/4" MARINA PLYWOOD (BOTH SIDES)

HSS 3" x 2" x 0.1875"

ALUM . DOOR AS SCHED .

1 1/2" = 1'-0"

ING & METAL GRATING & METAL GRATING & DRAIN DRAIN

1 1/2" = 1'-0"

WOOD DOOR AS SCHEDULED

WOODMASONRY DOOR RETURN AS SCHEDULED

3/4" STONE THRESHOLD

3" RIGID

INSULATION STONE THRESHOLD STONE THRESHOLD STONE THRESHOLD @ WOOD DOOR @ WOOD AND DRAIN DOOR @ WOOD AND DRAIN DOOR AND DRAIN 23 23 1 1/2" = 1'-0"

AL DOWNSPOUT DOWNSPOUT

1/8" ALUM . LINER , PC-2

MASONRY RETURN

WINDOW AS SCHED .

THE MOR WIN

RENOVAT

1 1/2" = 1'-0"

MILLWOR

PROJECT NUMBER: 1

2" x 4" BLOCKING (SHIMMED) 4.5" x 4 .5" x 1/4" STL . ANGLE

WINDOW STRAP ANCHOR

INTERIOR WD FLOOR

WATERDRAWN VAPOR BY: C.P. WAT RETARDANT WD RETA FRA MEMBRANE ANDMEM DO SCALE: AS NOTED SCHEDU

WATER PROOFING MEMBRANE

RIGID INSULATION

RIGID INSU

ALUM . WINDOW AS SCHED .

HSS 6" x 6" x 1/4" (REF . TO STRUCT .)

HSS 1/4" STRU

1 1/2" = 1'-0"

DRAWING NO:

1 1/2" = 1'-0"

ALUM. DOOR AS SCHEDULED

INTERIOR INTERIOR WOODWD FLOOR FLOOR CONCRETE FOUNDATION, REF. TO STRUCTURAL

1/2" FRY REGLET 1/2" FRY REGLET Z-REVEAL MOLDING Z-REVEAL MOLDING PAINTED PNT-1

WAT PRO MEM

A1.

JAMB DETAIL JAMB @ WINDOW DETAIL JAMB @ C WINDOW DETAIL @ C WI 12 12

WINDOW FRAME, PC-1

3" RIGID INSULATION

ALUM . WINDOW AS SCHED .

1 1/2" = 1'-0"

ALUM. DOOR AS SCHEDULED

WATER VAPOR RETARDANT MEMBRANE

FIRST FLOOR KITCHENETTE PLAN 1 SEALANT & SEALANT & BACKERScale: ROD 1/2" =BACKER ROD A1.800 1'-0"

ALUM . WINDOW AS SCHED .

ALUM. DOOR AS SCHEDULED

SCH

5/8" GY BOARD (BOTH

DRAWING TITLE:

2" x 4" BLOCKING (SHIMMED) 4.5" x 4 .5" x 1/4" STL . ANGLE

SEALANT & BACKER ROD

1 1/2" = 1'-0"

MASONRY RETURN

3" RIGID INSULATION

WINDOW FRAME, PC-1

INTERIOR WOOD FLOOR CONCRETE FOUNDATION, REF. TO STRUCTURAL

1/2" ZMOLDI PNT-1

1 1/2" = 1'-0"

ALUM. WINDOW AS SCHEDULED

WD DO ALUM. WINDOW SCHED ALU AS SCHEDULED AS S

EXTERIOR CONCRETE

3" RIGID INSULATION, 4'-0" MIN. IN 1/2" FRY LENGTH REGLET

CONCE EXTE HINGE CON

3" RIGID INSULATION, 4'-0" MIN. IN LENGTH

3" RI INSU 4'-0" LENG

Z-REVEAL MOLDING PAINTED PNT-1

V.I.F. V.I.F .

V.I.F.

PAINTED PNT-1 ALUM . THRESHOLD ALUM . THRESHOLD @ ALUM ALUM . . THRESHOLD @ ALUM . @ ALUM . RECESSED WOOD NICHE RECESSED WOOD NICHE RECESSED WOOD NICHE 5/8" GYPSUM BOARD AND DOOR 1-105 DOOR & DRAIN 1-105 DOOR & EXPOSED DRAIN 1-105 & DRAIN SILL5/8" DETAIL SILL @ WINDOW DETAIL @ SILL C WINDOW DETAIL @ C WIN EXPOSED EXISTING BRICK EXISTING GYPSUM BOARD AND SEE DETAIL SEE DETAIL 13/A1.600 EXISTING BRICK 17 13/A1.600 17 11 11 EXPOSED 11 BRICK

1SEE 1/2"DETAIL = 1'-0" 13/A1.600 1 1/2" = 1'-0" TOILET PAPER HOLDER TOILET PAPER HOLDER BELOW BELOW WOOD FURRING WOOD FURRING NEW ENTRANCE DOOR CAVITY V.I.F. AS CAVITY V.I.F. SCHEDULED EXISTING BATTENS EXISTING BATTENS

1 1/2" = 1'-0"

1 1/2"WALL = 1'-0"WITH CLEAR COAT WALL WITH CLEAR COAT SEALER SEALER

TOILET PAPER HOLDER BELOW WOOD FURRING CAVITY V.I.F. EXISTING BATTENS

OSB FASTENED TO 1 1/2" 1/2" = 1/2" 1'-0" 1 1/2" = TO 1'-0" 1 1/2" = 1'-0" WALL WITH CLEAR COAT OSB FASTENED EXISTING BATTENS SEALER EXISTING BATTENS EXISTING BATTENS EXISTING BATTENS EXISTING BRICK WALL EXISTING BRICK WALL

1/8" METAL LINER DRAIN PIPE WITH SOUND DRAIN PIPE WITH 1"1" SOUND INSULATION INSULATION

DRAIN PIPE WITH 1" SOUND INSULATION

METAL STUD SIZE V.I.F. METAL STUD SIZE V.I.F. TWO COATS OF PLASTER TWO COATS OF PLASTER ON 5/8" GYPSUM BOARD ON ON 5/8" GYPSUM BOARD ON METAL STUDS 6"6" METAL STUDS

METAL STUD SIZE V.I.F. TWO COATS OF PLASTER ON 5/8" GYPSUM BOARD ON 6" METAL STUDS

EXTERIOR WALL ASSEMBLY TYPE K JABM - HSS 6X6X1/4 REF. TO STRUCT.

EXISTING LATH AND PLASTERS EXISTING LATH AND PLASTERS

PLANDETAIL DETAIL DETAIL 5 4 4DOWNSPOUT PLAN

EXIST. EXIS T. CHIMNEY CHIM NEY

1/2" BUILDING JOINT WITH 1/2" BUILDING JOINT WITH BACKER ROD AND SEALANT BACKER ROD AND SEALANT WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE

EXISTING BRICK WALL

1/2" FRY REGLET Z-REVEAL 1/2" FRY REGLET Z-REVEAL MOLDING PAINTED PNT-1 MOLDING PAINTED PNT-1 EXISTING BATTEN EXISTING BATTEN

1/2" BUILDING JOINT 1/2" BUILDING JOINT SEALANT BACKER W/W/ SEALANT && BACKER 1/2" FRY REGLET Z-REVEAL ROD ROD MOLDING PAINTED PNT-1 EXIST. BRICK WALL EXIST. BRICK WALL EXISTING BATTEN WATERPROOFING WATERPROOFING MEMBRANE MEMBRANE EXISTING LATH AND PLASTERS EXTERIOR WALL EXTERIOR WALL ASSEMBLY TYPE ASSEMBLY TYPE KK

EXIST. CHIMNEY

1/2" BUILDING JOINT W/ SEALANT & BACKER ROD EXIST. BRICK WALL 8"8" WATERPROOFING

(2)WOOD FURRING (2)WOOD FURRING

MEMBRANE EXTERIOR WALL ASSEMBLY TYPE K

1/2" FREY REGLET 1/2" FREY REGLET Z-MOLDING PAINTED PNT-1 Z-MOLDING PAINTED PNT-1

A1.102 A1.102 Scale: Scale: 1"1'-0" = 1'-0" A1.102 Scale: 1"1"= =1'-0"

1/A1 .301 1/A1 .301 11 A.1.802 A.1.802 1

A.1.802 A.1.802

A.1.802

1/A1 .301 2, 2, 33 9'-10" 9'-10"

2 A.1.802

A1.403 A1.403

2, 3 9'-10"

42'-10" 42'-10"

(2)

WALL TYPE 1.K1 WALL TYPE 1.K1

PLAN PLAN DETAIL DETAIL EXPANSIONJOINT JOINT@@NEW NEW3AND ANDPLAN EXIST DETAIL WALL- EXPANSION PLAN @DETAIL DETAIL NEW AND EXIST. EXISTCHIMNEY WALL CHIMNEY DETAIL - -EXPANSION EXIST WALL PLAN @@EXIST. 3 3 4PLAN 2 2 JOINT A1.102 Scale: 1" = 1'-0" A1.102 Scale: 1" = 1'-0" A1.102 Scale: 1" = 1'-0"

A1.102 A1.102 Scale: Scale: 1" =1"1" 1'-0" 1'-0" A1.102 Scale: = =1'-0"

L8"x STL

PROJECT:

HEAD DETAIL HEAD @ WINDOW DETAIL HEAD @ C WINDOW DETAIL @ C W 13 13

2" x 4" BLOCKING 3/4" MARINA (SHIMMED) 2'-0" PLYWOOD 15'-5 1/4" (BOTH SIDES) 4.5" x 4 .5" x 1/4" STL . ANGLE HSS 3" x 2" x 0.1875"

1/8" ALUM . LINER , PC-2

1 1/2" = 1'-0"

EXISTING BRICK WALL EXISTING BRICK WALL

DETAIL DETAIL

L8"x8"x1/2" , STL . LINTEL

3/4" SS-1 COUNTER TOP

3/4" HW LINER , PNT-6

CENTER JAMB CENTER @ JAMB CENTER @ JAMB @ WINDOW C/ WINDOW ALUM . DOOR C/ ALUM WINDOW 1-105. DOOR C/ ALUM 1-105. DOOR 1-105 18 18

4"X4" METAL DOWNSPOUT NEW ENTRANCE DOOR NEW ENTRANCE DOOR ASAS SCHEDULED SCHEDULED

SEALANT ON BOTH SIDES

LINER INER

1 1/2" = 1'-0" 2'-6 1/2"

L8"x8"x1/2" , STL . LINTEL

8 A1.800

3/4" HW LINER , PNT-6

3/4" MDF FIXED PANEL

INTERIOR WD FLOOR

3/4" HDWD LINER , PNT-6 1" 3/4" HW LINER , HSS 1 .5" xPNT-6 2 .5" x 0.1875"

MILLWORK DOOR DETAIL 4 WATERPROOFING WATERPROOFING WATERPROOFING A1.800 Scale: 2" = 1'-0" MEMBRANE MEMBRANE MEMBRANE

WATER PROOFING MEMBRANE

1 1/2" = 1'-0"

3/4" MDF CLOSET DOOR

2X4 WOOD BLOCKING WITH LATCH #11 AND FLUSH BOLT #16

SOL COU 3/8"

3-5/8" METAL STUDS

CONCEALED DOOR HANDLE #11

1/4" (REFHSS . 6"x 6"x1/4" (REF HSS . 6"x 6"x1/4" (REF . .) TO STRUCT .) TO STRUCT .)

E SECTION OFING WATER PROOFING MEMBRANE

3/4" HW LINER , PNT-6

SOLDIER ADDENDUM #1 COURSING W/ BID SET 3/8" JOINT

EXISTING WINDOW

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

1-1/2" WOOD DOOR

3/4" MDF DOOR

SOLDIER COURSING 3/8" JOINT

7 A1.800

HEAD DETAIL HEAD @ DOOR DETAIL 1-105 HEAD @ DOOR DETAIL 1-105 @ DOOR 1-105 19 19

3/4" MDF ADHERED TO DOOR

HINGE 120° #1

3/4" MD

1'-4" 1'-4"

2X4 WOOD STUD

6 A1.800

VAPOR BARRIER

BEAM ABOVE

MASONRY RETURN

3/4" HW LINER , PNT-6

1'-3"

BEAM ABOVE

MASONRY RETURN

1/4" (REF . TO STRUCT .)

EXISTING WALL

3 1/2"

6" CFM STUDS 5/8" HAT CHANNEL

L8"x8"x1/2" , STL . LINTEL ALUM . 3/4" HW LINER , FLASHINGPNT-6

1'-1 1/2"

3/4" MARINE PLYWOOD 3/4" MARINE PLYWOOD 3/4" MARINE PLYWOOD

1/4" (REF . TO STRUCT .)

L8"x8"x1/2" , STL . LINTEL ALUM . FLASHING

5 A1.800

SENSYS

FIRST FLOOR KITCHENETTE PLAN 2 HSS 14"Scale: x 6" x 1/2" =HSS A1.800 1'-0"14" x 6" x

1'-5"

WALL ABOVE

1'-3" 1'-3"

WALL ABOVE

SOLDIER COURSING 3/8" JOINT

WATERPROOF MEMBRANE HSS 14" x 6" x 1/4" (REF . TO STRUCT .) SOLDIER COURSING W/ 3/8" JOINT

COLUMN. REF. TO STRUCTURAL

5/8" GYP. BD. FASTENED TO METAL STUDS

5/8" GYP. BD.

MASONRY RETURN

WATERPROOF MEMBRANE

PAINTED

2'-3 5/8"

WATERPROOFING 1/4" MEMBRANE

V.I.F .

WD BLOCKING

ALUM . WINDOW/ ALUM . WINDOW/ 1'-6" 3'-2 1/4" 2'-3 5/8" FRAME AS FRAME AS SCHED . SCHED . WATERPROOFING WATERPROOFING 4'-8 1/4" 4'-7 MEMBRANE MEMBRANE

1'-2"

8'-11 3/8"

WD BLOCKING

ALUM . WINDOW/ 3'-3" FRAME AS SCHED .

1'-2"

3'-3"

V.I.F .

+/- 2'-5 23/64"

A1.403

1/2 Z-

PLAN

Scale:

A1.102

A1.403 A1.403

BED

RIGID INSULATION, TAPERED

3 5/8" MONOLITHIC BRICK TO MATCH DIMENSION OF EXISTING WYTHE & COURSING

CONC. ON METAL DECKING, REF. TO STRUCT.

BOTTOM OF CEILING @ RETAIL SPACE

X.XX

WINDOW TAG - REFER TO SHEET A1 .702

X.XX

DOOR TAG - REFER TO SHEET A1 .702

ROOM

EL:+9'-4"

METAL PAN STAIR W/ POURED CONC. TREADS

3 5/8" COLD FORM METAL

EL:+10'-9-1/2"

2'-7 1/2"

8" COVE LIGHT

MOROSS HOUSE 2ND FL. T.O.F.F.

ARCHITECT OF RECORD:

PRECAST CONCRETE W/ ADHERED CUSTOM SIZED THIN BRICK.

EXTERIOR STAIR - TOP Scale: 1" = 1'-0"

AT EL. COL TADD HEIDG 2020 14th S Dertroit, MI 4 P. 313-744-6 E. heidgetw@

1'-11" 2% SLOPE

TOP OF 2ND FL. PARAPET

ADJACENT STRUCTURE

LTD LIMITED, LLC Linda Schinkel Rodney Theodore M. Shinkle 1460 E. Jefferson Ave. Detroit, MI 48207 P. 248-417-9097 P. 313-702-4960 EXTERIOR STAIR E. linda@schinkelfineart .com 2 Scale: 1" =.com 1'-0" E. theodore@schinkelfineart

ROOM TAG

MOROSS HOSUE 3RD FL. T.O.F.F. EL:+21'-0"

PARTITION E, REF. 3 5/8" COLDTYPE FORM TO E/A1.701 METAL 5/8" GYPSUM BOARD EL:+10'-9-1/2"

PARTITION TYPE E, REF. TO E/A1.701

3 A1.400

EXISTING PARAPET W/ NEW BRICK Scale: 1" = 1'-0"

WATER PROOFING MEMBRANE

PARTITION 1.D1, REF. TO B/A1.701

TOP OF WALKWAY

WATERPROOFING PLYWOOD MEMBRANE SLEEPERS W/ 4"3"CONC. SLAB ROCKWOOL CONT. VAPOR WATERPROOFING BARRIER MEMBRANE

EL: - 4'-4"

EL: +/-0'-0" MOROSS HOUSE 1ST FL. T.O.F.F. EL: +/-0'-0"

COMPACTED SAND COMPACTED GRAVEL COMPACTED SAND

CONCRETE STAINLESS W/ ADHERED STEEL FLASHING CUSTOM SIZED THIN BRICK. WEEP STAINLESS STEEL FLASHING WALL TYPE J, REF. TO J/A1.701 DRAWING NO: WEEP

2'-7 1/2" 2'-7 1/2"

EL: - 2'-2" TOP OF PAVEMENT

BASEMENT T.O.F.F.

3 5/8" BRICK ROWLOCK ON 1 1/2" DOWNSPOUT, THICK MORTAR BED RECESSED INTO BRICK 3 5/8" BRICK ROWLOCK ON 1 1/2" SECTION THICK MORTAR BED

EL: - 7'- 4"

Scale: 1/4" = 1'-0"

A1.4 WALL TYPE J, 5/8" DENSELEMENT REF. TO J/A1.701 BARRIER SYSTEM W/ INTEGRAL WEATHER RESISTANCE BARRIER RIGID INSULATION 5/8" DENSELEMENT

TRENCH DRAIN

BRICK TIES, REF. TOW/ BARRIER SYSTEM STRUCT. INTEGRAL WEATHER RESISTANCE BARRIER WATER PROOFING RIGID INSULATION MEMBRANE BRICK TIES, REF. TO 3" RIGID INSULATION STRUCT. 1WATER 3/4" AIRSPACE PROOFING MEMBRANE

MOROSS HOUSE 1ST FL. T.O.F.F. EL: +/-0'-0"

TRENCH DRAIN

MOROSS HOUSE 1ST FL. T.O.F.F. EL: +/-0'-0"

MORTAR 3" RIGID TRAP INSULATION 315/8" VENEER 3/4"BRICK AIRSPACE

4" CONC. SLAB, REFER TO STRUCTURAL

WEEP MORTAR TRAP METAL FLASHING

DRAIN TO SCUPPER 4" CONC. SLAB, DRAIN REFER TO STRUCTURAL

DATE

DRAWING ISSUED

3 5/8" BRICK VENEER WEEP METAL FLASHING

ENLARGED SECTION - SOUTH SIDE ST DRAIN TO SCUPPER

NEW FLOOR @ EXISTING FOUNDATION

Scale: 1" = 1'-0"

DRAIN

EXTERIOR STAIR - BOTTOM

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

Scale: 1" = 1'-0"

EXTERIOR STAIR - BOTTOM Scale: 1" = 1'-0"

07/23/2019

ADDENDUM #1 HOSUE 3RD CEILING BIDMOROSS SET

06/27/2019

1'-0"

3'-11"

EL:+27'-7" SITE PLAN REVIEW ONLY

05/30/2019

DESIGN DEVELOPMENT MEETING MOROSS HOSUE 3RD CEILING SITE PLAN APPROVAL ONLY EL:+27'-7"

04/10/2019

4'-1"

04/25/2019

6'-8 5/8"

PROJECT: MOROSS HOSUE 3RD FL. T.O.F.F.

1'-6"

THE MOROSS EL:+21'-0"

MOROSS HOSUE 3RD FL. T.O.F.F.

METAL FLASHING TO COVER WATER PROFFING MEMBRANE

EL:+21'-0"

1'-4 1/2"

A1.400

RENOVATION & ADDITION DRAWING TITLE:

1A-1

A1.400 3'-6"

SLOPE 5/16: 12

1ST FLOOR TO F.F.

1'-3" 3'-6"

1-207

1A-1

1A-1 1A-1

ROOF TERRACE

SECTIONS & DETAILS 1A-1

EL: +/- 0'-0"

METAL FLASHING TO COVER WATER PROFFING MEMBRANE 1A-1

ROOF TERRACE

1'-6"

8'-2"

TOP OF PLANTER

EXISTING FOUNDATION

EL: +/-0'-0"

RY TIO NA RUC I T IM EL ONS R P C R FO

CONCRETE WALL COMPACTED GRAVEL BEYOND

PROJECT NUMBER: 18009.00 PRECAST CONCRETE DRAWN BY: C.P. W/ ADHERED CUSTOM SIZED THIN BRICK. SCALE: AS NOTED PRECAST

EL:+8'-2" MOROSS HOUSE 1ST FL. T.O.F.F.

DOWNSPOUT, RECESSED INTO BRICK

2" PRECAST CONCRETE STEPS

EXISTING FOUNDATION

MOROSS HOUSE 1ST FL. T.O.F.F.

11 1/8"

Scale: 1" = 1'-0"

SECTION & D

EL:+8'-2" BOTTOM OF CEILING @ 1ST FL. RR'S

EL: - 4'-4"

11"

SEAL:

11"

METAL PAN STAIR W/

GUARDRAIL DETAIL @ ROOF TERRACE 2" 1/2" 2 5/8" 2" 2"1/2"4" 2 5/8"

Scale: 1" = 1'-0"

PLYWOOD GLASS TILEW/ W/ SLEEPERS MORTAR BED 3" ROCKWOOL

REGISTRATION

POURED CONC. TREADS POURED IN PLACECONCRETE WALL CONCRETE STEPSBEYOND

DOUBLE HUNG WINDOWS @ ROOF TERRACE

Scale: 1" = 1'-0"

METAL PAN STAIR W/ POURED CONC. TREADS WATER PROOFING MEMBRANE

PARTITION 1.D1, REF. TO B/A1.701

GLASS TILE W/ MORTAR BED

BOTTOM OF CEILING @ 1ST FL. RR'S

METAL PAN STAIR W/ POURED CONC. TREADS

SLOPE 5/16":12" STONEFIELD ENGINEERING & DESIGN 607 SHELBY STREET, SUITE 200 EXTERIOR STAIR - TOP DETROIT, MI 48226 Scale: = 1'-0" P. 1" 248.247.1115 F. 201.340.4472 E. ewilliams@stonefieldeng EXTERIOR STAIR - TOP.com

EXISTING PARAPET W/ NEW BRICK

2X10 BLOCKING

4" CONC. SLAB CONT. VAPOR BARRIER

CIVIL ENGINEER:

HOUSE 2ND FL. T.O.F.F.

DRAWING TITLE:

EL:+9'-4"

2 1/2"

COVE LIGHT BOARD 5/8" GYPSUM

RENOVATION

EL:+9'-4" MOROSS HOUSE 2ND FL. T.O.F.F. EL:+9'-6-1/2" BOTTOM OF CEILING @ RETAIL SPACE

1-207

1A-1

1'-3"

PROJECT NUMBER: 18009.00 SAH

3'-0"

TOP OF WALKWAY EL: - 4'-4"

9'-6 1/2"

3/16" : 12

PARLOR SCALE: AS NOTED 1-104

1-108 PARLOR 1-104

1-108

DRAWING NO:

SECTION

DRAWN BY: C.P.

Scale: 1/4" = A1.610 1'-0" 7 A1.610

APPROVED BY: RESTROOM 1-106

1-106 RESTROOM 1-106

1-106

2" PRECAST CONCRETE STEPS

A1.403 1 1/4" MORTAR

4 1

A1.400 RESTROOM 4 A1.4001-105 5 RESTROOM A1.400

2 1/2"

7 A1.610

TRI-PHASE COMMERCIAL CONSTRUCTION , LLC . 359 S . Old Woodward Ave . METAL PAN STAIR W/ 2 , MI 48009 Birmingham POURED CONC. TREADS A1.611 P. 248-723-9706 E . mauro@triphasecc .com

THE MOROSS

EL:+10'-9-1/2" TOP OF STRUC. @ EXT. STAIR BOTTOM OF CEILING @ RETAIL SPACE EL:+10'-2-1/4"

A1.400 EL:+10'-9-1/2"

EXISTING Scale: 1" = 1'-0" SISTERED JOIST

5/8" BLUE BOARD W/ TWO COATS OF PLASTER W24X84, REF. TO STRUCTURAL

3L4x4x0.25 5/8" COLD FORM METAL

1-105

5 2ND FL. T.O.F.F. MOROSS HOUSE

L4x4x0.25, REF. TO STRUCT.

EL:+9'-6-1/2"

PROJECT:

TOP OF HOUSE STRUC.2ND @ EXT. STAIR MOROSS FL. T.O.F.F. EL:+10'-2-1/4" EL:+10'-9-1/2" MOROSS HOUSE 2ND FL. T.O.F.F.

HOUSE 2ND FL. T.O.F.F.

MOROSS HOUSE 2ND FL. T.O.F.F. RESTROOM EL:+10'-9-1/2"

CONC. ON METAL STRUCT. DECKING, REF. TO STRUCT.

GENERAL CONTRACTOR:

COVE LIGHT HSS10x6x0.1875

EL:+10'-9-1/2" EL:+14'-3-1/2"

EL: +/- 0'-0" L4x4x0.25, REF. TO

HSS10x6x0.1875 1 FL L4x4x0.25

COUNTER FLASHING

DESIGN DEVELOPMENT 90%

9'-4"

1-104 1ST FLOOR TO F.F.

1-108 T.O.S

BASE BOARD EL:+10'-3-7/8"

T-BAR

4 A1.400

EL:+10'-9-1/2"

PARLOR

DESAI/NASR CONSULTING ENGINEERS, INC. 6765 Daly Road West Bloomfield, MI 48322 P. 248-932-2010 F. 248-932-3088 E. Info@desainasr.com

BACKER ROD AND 1 SEALANT

DESIGN DEVELOPMENT MEETING SITE PLAN APPROVAL ONLY

MOROSS FL. T.O.F.F. TOP OFHOUSE 2ND FL.2ND PARAPET

3 5/8" BRICK, ROWLOCK ON 1 1/4" THICK MORTAR BED

STRUCTURAL ENGINEER:

CONC. ON METAL DECKING, REF. TO METAL FLASHING W/ STRUCT.

SITE PLAN REVIEW ONLY

3 5/8" BRICK, ROWLOCK ON 1 1/4" THICK MORTAR BED

A1.400

3'-6"

3'-6" 9'-6 1/2"

MOROSS HOUSE 2ND FL. T.O.F.F.

1'-3"

1A-1

BID SET

6 1/2"

1A-1

11 1/8"

3'-0"

EXISTINGNEW BRICK NEW BRICK EXISTING BRICK BRICK

2'-1 5/8"

10 5/8"

T-BAR

MIN.

METAL FLASHING STAINLESS STEEL COVERING WATERPROOFING MEMBRANE

3 5/8" MONOLITHIC BRICK STEEL ANCHOR, EPOXY TO MATCH DIMENSION INTO EXISTING BRICK OF EXISTING & WALL, REF. TOWYTHE STRUCT. COURSING 3/4" PORCELAIN PAVER STEEL ANCHOR, RAISED PEDISTALEPOXY INTO EXISTING BRICK SYSTEM WALL, REF. TO STRUCT. WATER PROOFING MEMBRANE 3/4" PORCELAIN PAVER RAISED PEDISTAL RIGID INSULATION, SYSTEM TAPERED WATER PROOFING MEMBRANE RESTROOM RIGID INSULATION, TAPERED 1-106 CONC. ON METAL DECKING, REF.1-106 TO STRUCT.

1'-3"

T-BAR

1A-1

WATER PROOFING EL:+14'-3-1/2" 3/4" CERAMIC PAVER MEMBRANE RAISED PEDISTAL RIGID INSULATION, SYSTEM TAPERED WATER PROOFING CONC. ON METAL MEMBRANE DECKING, REF. TO STRUCT. RIGID INSULATION, TAPERED

EL:+14'-3-1/2"

MIN.

MASTIC AND MORTAR

6 1/2" X 5 5/8" PRECAST 3 5/8" MONOLITHIC BRICK CONCRETE TO DIMENSION ROOF TERRACE W/ MATCH ADHERED CUSTOM OF EXISTING WYTHE & SIZED THIN BRICK. 1-207 COURSING 1A-1

MIN.

TOP OF 2ND FL. PARAPET SYSTEM

1'-9 3/4"

3'-7 1/2"

MASTIC AND MORTAR 6 THREADED ROD, EPOXY INTO BRICK A1.400 WALL

ADDENDUM #1

ET AL. COLLABORATIVE TADD HEIDGERKEN 2020 14th Street #105, Dertroit, MI 48216 P. 313-744-62392 E. heidgetw@udmercy.edu

3/4" CERAMIC PAVER RAISED PEDISTAL

EL:+14'-3-1/2" METAL FLASHING TO COVER WATER PROFFING TOP OF MEMBRANE 2ND FL. PARAPET

6 1/2" X 5 5/8" PRECAST CONCRETE W/ ADHERED CUSTOM SIZED THIN BRICK.

3'-6"

ARCHITECT OF RECORD:

TOP OF 2ND FL. PARAPET

THREADED ROD, EPOXY INTO BRICK WALL

IM EL PR C R FO

DRAWING ISSUED

VOLUMEONE DESIGN STUDIO, LLC 1100 PARKER STREET, ST.100, DETROIT, MI 48214 - USA P. +1-313-264-1130 E. info@v1-studio .com W. www.v1-studio.com

DESIGNER:

W10X26 W/ WELDED STEEL PLATE, REF. TO STRUCT.

NC.

- THRESHOLD

XXX

HSS 10X6X0.25

4" 3"

11 1/2"

SOFIT VENT W/ SCREEN

TO SHEET A1 .702

SEAL:

EL:+9'-5 3/8"

METAL FLASHING 1/4" STEEL PLATE, PNT-3

7 1/4"

ROOM

2'-10 3/8"

CLIENT:

EL:+27'-7"

EXISTING ROOF TIE CLEANED, PRIMER COAT ADDED, AND FINISHED WITH PNT-9

1'-4 1/8"

THE MOROSS RENOVATION & ADDITION 1460 E. Jefferson Ave., Detroit MI, 48207

WINDOW TAG - REFER TO SHEET A1 .702

X.XX

MOROSS HOSUE 3RD DOOR TAG - REFER X.XXCEILING

REGISTRATION

BOTTOM OF PLATE STEEL @ EXT. STAIR

PROJECT:

6" ROCKWOOL INSULATION

VAPOR RETARDENT MEMBRANE

EL:+10'-7 5/8"

DESIGN STUDIO, LLC

DRAWING KEY

BLOCKING TO LEVEL GYP. BD. CEILING POSITION AS REQ.

T.O. STEEL

VOLUMEONE

DRAIN

EXISTING TO REMAIN

1 7/8"

3 5/8" BRICK VENEER WEEP METAL FLASHING

DRAIN TO SCUPPER

Scale: 1" = 1'-0" NEW ELEMENT

K BRICK

EL:+10'-9-1/2"

4'-11 1/2"

FACIA, PAINTED TO MATCH EXISTING

ICK VENEER

STONEFIELD 607 SHELBY DETROIT, M P. 248.247.1 F. 201.340.4 E. ewilliams@

MOROSS HOUSE 2ND FL. T.O.F.F.

8" 7 1/4"

TRAP

MORTAR TRAP

14'-3 1/2" 2 8" 1/4"

BARRIER 1'-0"

1 3/4" AIRSPACE

2 1'-2" 1/4"

11 1/8"

BLOCKING ATTACHED TO ROOF RAFTER

INSULATION

CIVIL ENGINEER:

3" RIGID INSULATION

4" CONC. SLAB, REFER TO STRUCTURAL

EXISTING FOUNDATION

ROOFING NE

WATER PROOFING MEMBRANE

EL: +/-0'-0"

TRI-PHASE 359 S . Old W Birmingham P. 248-723-97 E . mauro@tri

4'-10 1/8"

MOROSS HOUSE 1ST FL. T.O.F.F.

COMPACTED SAND

COMPACTED GRAVEL

BRICK TIES, REF. TO STRUCT.

2" 1/2" 2 5/8"

TRENCH DRAIN

In addition to the renovation of the Moross House, a garage with studio is planned for the south side of the property abutting Woodbridge St. Since the owners will need extra spaces for producing and photographing their art work, GENERAL NOTES EXTERIOR STAIR BOTTOM the garage and studio makes it possible to alter the OR @ EXISTING FOUNDATION historic Moross House with minimum invasiveness. The garage also functions as loading and staging area during events and for material necessary to produce the artwork. The studio above the garage is made of brick equal to the new addition and the historic structure, and is meant to be integral to the overall composition of buildings in character, proportion and dimensional relationships.

GENERAL CONTRACTOR:

5/8" DENSELEMENT BARRIER SYSTEM W/ INTEGRAL WEATHER RESISTANCE BARRIER RIGID INSULATION

2 1/2"

6 1/2"

3 5/8" BRICK ROWLOCK ON 1 1/2" THICK MORTAR BED

CONCRETE WALL BEYOND

EL: +/-0'-0"

DESAI/NAS 6765 Daly R West Bloom P. 248-932-2 F. 248-932-3 E. Info@des

WALL TYPE J, REF. TO J/A1.701

4'-4"

METAL PAN STAIR W/ POURED CONC. TREADS

STRUCTURAL ENGINEER:

EL:+14'-3-1/2"

WEEP

DOWNSPOUT, RECESSED INTO BRICK

6 1/2"

11"

1 5/16"

WATER PROOFING MEMBRANE

7 5/8"

STAINLESS STEEL FLASHING

1'-2"

PARAPET W/ NEW BRICK

MOROSS HOUSE 1ST FL. T.O.F.F.

VOLUMEON 1100 PARKE DETROIT, M P. +1-313-26 E. info@v1-s W. www.v1-s

EL:+8'-2"

'-0"

DESIGNER:

BOTTOM OF CEILING @ 1ST FL. RR'S

5/8" GYPSUM BOARD

PARTITION 1.D1, REF. TO B/A1.701

LTD LIMITE Linda Schink Theodore M 1460 E. Jeffe Detroit, MI 4 P. 248-417-9 P. 313-702-4 E. linda@sch E. theodore@

ROOM TAG

XXX

PARTITION TYPE E, REF. TO E/A1.701

L4x4x0.25, REF. TO STRUCT.

THE MORO 1460 E. Jeffe

CLIENT:

1'-2"

L4x4x0.25 MIN.

ADJACENT STRUCTURE

TOP OF STRUC. @ EXT. STAIR

2 1/4"

HSS10x6x0.1875

PROJECT:

EXISTING TO REMAIN

EL:+10'-2-1/4"

3/4" PORCELAIN PAVER RAISED PEDISTAL SYSTEM WATER PROOFING MEMBRANE RIGID INSULATION, TAPERED

EL:+10'-9-1/2"

7 1/4"

3'-6"

STEEL ANCHOR, EPOXY INTO EXISTING BRICK WALL, REF. TO STRUCT.

NEW ELEMENT

MOROSS HOUSE 2ND FL. T.O.F.F.

CONC. ON METAL DECKING, REF. TO STRUCT.

1 FL

ALIGN

A1 1

1-105

SLO

A1.400 1

3 A1.400

TADD HEIDGERKEN 2020 14th Street #105, Dertroit, MI 48216 P. 313-744-6239 E. heidgetw@udmercy.edu

CONTROL JOINT, SEALANT NEW DOWNSPOUT

NEW BRICK WALL WITH ROWLOCK COPING

TOP OF 2ND FL. PARAPET

STRUCTURAL ENGINEER:

2'-10"

EL:+14'-3-1/2"

DESAI/NASR CONSULTING ENGINEERS, IN 6765 Daly Road West Bloomfield, MI 48322 P. 248-932-2010 F. 248-932-3088 E. Info@desainasr.com

MOROSS HOUSE 2ND FL. + ROOF TERRACE T.O.F.F. EL:+10'-9-1/2"

SCONCE FJ

GENERAL CONTRACTOR:

ADDITION 2ND FL. T.O.F.F.

TRI-PHASE COMMERCIAL CONSTRUCTION 359 S . Old Woodward Ave . Birmingham , MI 48009 P . 248-723-9706 E . mauro@triphasecc .com

EL:+9'-6-1/2"

10'-9 1/2"

SCONCE FJ STEEL GUARDRAIL STEEL HANDRAIL

3 A1.611 1ST FL. T.O.F.F.

CIVIL ENGINEER:

EL: +/-0'-0"

3" CONCRETE PAVEMENT

STONEFIELD ENGINEERING & DESIGN 607 SHELBY STREET, SUITE 200 DETROIT, MI 48226 P. 248.247.1115 F. 201.340.4472 E. ewilliams@stonefieldeng.com

TOP OF PLANTER

EL: - 2'- 2" TOP OF PAVEMENT

REGISTRATION

EL: - 2'-8-1/2"

SEAL:

EXPOSED CONCRETE FINISH

DOWNLIGHTS FK

ADA RAMP FOUNDATION

SCUPPER

EXISTING BRICK FACADE

JOINT SEALANT

EXPOSED CONCRETE FINISH 1

EXISTING CONCRETE FOUNDATION

GARDEN T.O.F.F.

SCUPPER

EL: - 4'- 4" 1

NEW CONCRETE FOUNDATION

MOROSS HOUSE WEST ELEVATION Scale: 1/4" = 1'0"

IO Y AR CT IN TRU M I S EL N PR CO R O F

DRAWING ISSUED

DATE

ADDENDUM #1

07/23/20

BID SET

06/27/20

SITE PLAN REVIEW ONLY

05/30/20

DESIGN DEVELOPMENT MEETING

04/25/20

DESIGN DEVELOPMENT 90%

04/17/20

SITE PLAN APPROVAL ONLY

04/10/20

PROJECT:

THE MOROSS RENOVATION & ADDITION DRAWING TITLE:

Brick Above ELEVATIONS PROJECT NUMBER: 18009.00 SAH DRAWN BY: C.P.

Datum for Plinth

APPROVED BY:

SCALE: AS NOTED

Stone & Concrete Below DRAWING NO:

MOROSS HOUSE EAST ELEVATION Scale: 1/4" = 1'-0"

A1.301

PTION

MODEL

MODEL NO.

DURAVIT, STARCK 3, WALL MOUNTED

222609

DURAVIT, STARCK 3, ELONGATED, HINGES STAINLESS STEEL WITH SLOW CLOSE

6339

DURAVIT, NOISE REDUCTION GASKET, WALL-MOUNTED TOILET

5020

G TOILET

SEAT

ION GASKET

GROHE, ESSENCE SINGLE HANDLE S-SIZE FAUCET, STARLIGHT CHROME

LAVATORY

DRAIN

Z415C

GEBERIT, 2X6 CONCEALED DUAL-FLUSH TANK AND INSTALLATION FRAME

111.335.00.5

TUATOR

GEBERIT, ACTUATOR PLATE SIGMA01, WHITE

115.770.11.5

R - 42"

MOEN, HOME CARE GLACIER 42" CONCEALED SCREW GRAB BAR

R8942W

R - 36"

MOEN, HOME CARE GLACIER 36" CONCEALED SCREW GRAB BAR

R8936W

R - 18"

MOEN, HOME CARE GLACIER 18" CONCEALED SCREW GRAB BAR

R8918W

DISPENSER

VOLA, DOUBLE TOILET ROLL HOLDER, POLISHED CHROME PROOX, ONE SNOW FALL, WHITE COATED ,WALL MOUNTED

R#3

WALL TAG - REFER TO SHEET A .701

X.XX

WINDOW TAG - REFER TO SHEET A .700

X.XX

DOOR TAG - REFER TO SHEET A .700

ROOM

T13-BP, COLOR 16

XXX

SF-400

CUSTOM, 24" W X 36" H, FRAMELESS

ROOM TAG

DURAVIT, STARCK 3, ELONGATED, HINGES STAINLESS STEEL WITH SLOW

BATHROOM LAVATORY

GROHE, ESSENCE SINGLE HANDLE S-SIZE FAUCET, STARLIGHT CHR DURAVIT, VERO WASHBASIN GROUD, 23-5/8", WHITE ELKAY ADA COMPLIANT DRAING OPENING

NAMEEKS REMER, DRAIN ASSEMBLY KIT W/WALL SUPPLY AND P-TRAP, R CHROME

DRAIN ASSEMBLY

P11

FLOOR DRAIN

ZURN, B2"-3" PIPE SIZE, 5" STRAINER DIA. BODY ASSEMBLY W/ "TYPE C" S

IN-WALL WATER TANK

P16

ET AL. COLLABORATIVE TADD HEIDGERKEN 2020 14th Street #105, Dertroit, MI 48216 P. 313-744-6239 E. heidgetw@udmercy.edu

40364001

FAUCET

P07

DURAVIT, NOISE REDUCTION GASKET, WALL-MOUNTED TOILET

LAVATORY DRAIN

ARCHITECT OF RECORD:

FLOOR DRAIN

GROHE, ESSENTIALS ROBE HOOK, CHROME

P03

P08

VOLUMEONE DESIGN STUDIO, LLC 1100 PARKER STREET, ST.100, DETROIT, MI 48214 - USA P. +1-313-264-1130 E. info@v1-studio .com W. www.v1-studio.com

DESIGNER:

CUSTOM

GEBERIT, 2X6 CONCEALED DUAL-FLUSH TANK AND INSTALLATION FR

FLUSH ACTUATOR

GEBERIT, ACTUATOR PLATE SIGMA01, WHITE

AC02

GRAB BAR - 42"

MOEN, HOME CARE GLACIER 42" CONCEALED SCREW GRAB BAR

AC03

GRAB BAR - 36"

MOEN, HOME CARE GLACIER 36" CONCEALED SCREW GRAB BAR

AC04

GRAB BAR - 18"

MOEN, HOME CARE GLACIER 18" CONCEALED SCREW GRAB BAR

AC06

TOILET TISSUE DISPENSER

VOLA, DOUBLE TOILET ROLL HOLDER, POLISHED CHROME

AC07

SANITARY NAPKIN DISPOSAL

PROOX, ONE SNOW FALL, WHITE COATED ,WALL MOUNTED

AC10

MIRROR#3

AC14

OPEN VANITY

CUSTOM

AC17

HOOK

GROHE, ESSENTIALS ROBE HOOK, CHROME

CUSTOM, 24" W X 36" H, FRAMELESS

STRUCTURAL ENGINEER:

DESAI/NASR CONSULTING ENGINEERS, INC. 6765 Daly Road West Bloomfield, MI 48322 P. 248-932-2010 F. 248-932-3088 E. Info@desainasr.com

GENERAL CONTRACTOR: TRI-PHASE COMMERCIAL CONSTRUCTION 359 S. Old Woodward Ave. Birmingham, MI 48009 P. 248-723-9706 E. mauro@triphasecc .com

35'-8"

NEW FENCE EDGE OF CONCRETE 1

EXISTING UTILITY POLE, PROTECT DURING CONSTRUCTION

A2.401

CIVIL ENGINEER CONSULTANT:

4'-0"

180 DEGREE

REGISTRATION

9'-8" 2%

3'-0"

E OP

11'-0"

GARAGE/ FOUNDATION & RETAIL FLOOR PLANS

MECH

8'-1"

3'-4"

OPENING FOR MAGIC PAC LOUVERS AND GRILL

MAGIC PAC

PROJECT NUMBER: 18009.00 SAH DRAWN BY: C.P.

2-102

EL: -2'-6"

UP 3'-0"

APPROVED BY:

2'-0"

EL: -0'- 1/4"

1'-1 1/2"

SCALE: AS NOTED

DRAWING NO: 4/A2 .300

GARAGE FLOOR PLAN Scale: 1/4" = 1'-0"

DRAWING TITLE:

2-101

2-100

5'-0"

EL: -0'- 1/4"

2-201

WALKWAY CRUSHED LIMESTONE

5'-0"

3'-4"

CLOSET

18'-8"

2-202

WOODBRIDGE BUILDING PHASE 1

OP SL

OPE

A2.400

2/A2 .300

08/19/2019

4'-4"

1/A2 .300

DESIGN DEVELOPMENT

HATCH

PROJECT:

OPE

2% SL

EL: 0'-0"

2-200

08/23/2019

2'-8"

A2.101

4/A2 .300

RETAIL FLOOR PLAN Scale: 1/4" = 1'-0"

31'-0"

1/A2 .300

2/A2 .300

RETAIL

08/27/2019

PRELIMINARY PRICING

THE MOROSS

2% SL

5 1/8"

GARDEN PRELIMINARY PRICING - UPDATE

2-200

8'-1 1/8"

2/A2 .300

2% SLOPE

2-100

2-201

46'-4 1/2"

31'-0"

27'-5"

THREE CAR GARAGE

HATCH, ABOVE

DATE

18'-0"

4'-8" 33'-0"

2% SLOPE

STORAGE AREA, 82 SF

5'-0"

2-203

A2.400

EL: -13'-5 1/4"

18'-8"

1/A2 .300

EL: -13'-2"

FLOOR DRAIN, 8"W X 18'-0"L

38'-5"

RESTROOM

4'-8"

T NO

3'-4"

33'-0"

O SL

EL: -9'-3"

6'-0"

(13 RISERS @ 12")

38'-5"

OPE

Y AR C IN TRU IM EL ONS R P C R FO

4'-3"

9'-8"

3/A2 .300

EL: -2'-6"

3'-4"

2'-10"

OPE

2% SL

EL: -13'-0"

8'-7"

NEW FENCE

A2.400

1'-0"

EXISTING UTILITY POLE, PROTECT DURING CONSTRUCTION

TIO

DRAWING ISSUED

11'-0"

A2.401

SEAL:

4'-0"

2% SLOPE

SLO

2% SL

4' x 8' SHEET METAL STORAGE

5'-8"

23'-8" 1'-0"

STONEFIELD ENGINEERING & DESIGN 607 SHELBY STREET, SUITE 200 DETROIT, MI 48226 P. 248.247.1115 F. 201.340.4472 E. ewilliams@stonefieldeng .com

2-103

2-102

3'-4"

E OP SL

EL: -9'-3"

2-101

(13 RISERS @ 12") STAIR

30'-0" 3'-0"

FLOOR DRAIN

3/A2 .300

, LLC .

2'-0"

NEW FENCE EXISTING UTILITY POLE, PROTECT DURING CONSTRUCTION

35'-8"

LTD LIMITED, LLC Linda Schinkel Rodney Theodore M. Shinkle 1460 E. Jefferson Ave. Detroit, MI 48207 P. 248-417-9097 P. 313-702-4960 E. linda@schinkelfineart .com E. theodore@schinkelfineart .com

CLIENT:

EXISTING WALL TO REMAIN

APPLY FOR ALL LAVATORIES X.X

MODEL DURAVIT, STARCK 3, WALL MOUNTED

TOILET SEAT NOISE REDUCTION GASKET

ADJACENT STRUCTURE 114M10

ZURN, B2"-3" PIPE SIZE, 5" STRAINER DIA. BODY ASSEMBLY W/ "TYPE C" STRAINER

IN DISPOSAL

DESCRIPTION

P01

NEW FOUNDATION

454800000,SA400 BENDABLE PIPES, 128L ANGLE VALVES

ANITY

THE MOROSS RENOVATION & ADDITION 1460 E. Jefferson Ave., Detroit MI, 48207

PROJECT:

NEW WALL / ELEMENT

NAMEEKS REMER, DRAIN ASSEMBLY KIT W/WALL SUPPLY AND P-TRAP, REMER, CHROME

TER TANK

TYPE

WALL-HUNG TOILET

DRAWING KEY

3221600A

ELKAY ADA COMPLIANT DRAING OPENING

GARAGE & STUDIO RESTROOM PLUMBING FIXTURES AND ACCESSORIES SCHEDULE

DESIGN STUDIO, LLC

NOTES

DURAVIT, VERO WASHBASIN GROUD, 23-5/8", WHITE

DRAIN

SEMBLY

VOLUMEONE

GENERAL NOTES

OM PLUMBING FIXTURES AND ACCESSORIES SCHEDULE

VOLUME

DESIGN STUD PROJECT:

THE MOROSS RENO 1460 E. Jefferson Ave

CLIENT:

LTD LIMITED, LLC Linda Schinkel Rodne Theodore M. Shinkle 1460 E. Jefferson Ave Detroit, MI 48207 P. 248-417-9097 P. 313-702-4960 E. linda@schinkelfine E. theodore@schinke

DESIGNER:

VOLUMEONE DESIG 1100 PARKER STREE DETROIT, MI 48214 P. +1-313-264-1130 E. info@v1-studio .com W. www.v1-studio.com

ARCHITECT OF RECORD:

ET AL. COLLABORA TADD HEIDGERKEN 2020 14th Street #105 Dertroit, MI 48216 P. 313-744-6239 E. heidgetw@udmerc

STRUCTURAL ENGINEER:

DESAI/NASR CONSU 6765 Daly Road West Bloomfield, MI 4 P. 248-932-2010 F. 248-932-3088 E. Info@desainasr.co GENERAL CONTRACTOR:

TRI-PHASE COMME 359 S. Old Woodward Birmingham, MI 4800 P. 248-723-9706 E. mauro@triphasecc

CIVIL ENGINEER CONSULTANT:

VOLUMEONE

GENERAL NOTES

DESIGN STUDIO, LLC

DRAWING KEY NEW WALL / ELEMENT

PROJECT:

THE MOROSS RENOVATION & ADDITION 1460 E. Jefferson Ave., Detroit MI, 48207

CLIENT:

LTD LIMITED, LLC Linda Schinkel Rodney Theodore M. Shinkle 1460 E. Jefferson Ave. Detroit, MI 48207 P. 248-417-9097 P. 313-702-4960 E. linda@schinkelfineart .com E. theodore@schinkelfineart .com

DESIGNER:

VOLUMEONE DESIGN STUDIO, LLC 1100 PARKER STREET, ST.100, DETROIT, MI 48214 - USA P. +1-313-264-1130 E. info@v1-studio .com W. www.v1-studio.com

STONEFIELD ENGIN 607 SHELBY STREE DETROIT, MI 48226 P. 248.247.1115 F. 201.340.4472 E. ewilliams@stonefie

REGISTRATION SEAL:

NEW FOUNDATION

ADJACENT STRUCTURE WALL TAG - REFER TO SHEET A .701

TRI-PHASE COMMERCIAL CONSTRUCTION 359 S. Old Woodward Ave. Birmingham, MI 48009 P. 248-723-9706 E. mauro@triphasecc .com

2 5/8" COLD FORM METAL STUD REFER TO STRUCT.

1/2" GYP.

W18 X 35, REF. TO STRUCT. 1/2" GYP. 1/2" BACKER BOARD

4'-5 1/4"

B.O. LINTEL EL: +7'-3 3/4"

EL: -0'- 1/4"

SLIDING WINDOW, REF. TO A2.703 CONC. FINISH SLAB

2-102

DATE

08/19/2019

A2.400

Scale: 1" = 1'-0"

THE MOROSS

ROOF TERRACE 2-204

6" 2" 2"

SECOND LV. TERRACE DOOR Scale: 1" = 1'-0"

3'-6"

THE MOROSS

WOODBRIDGE BUI PHASE 1

2-201

2-200

27'-8"

A2.400

TOP OF GUARD RAIL EL: +3'-6"

3'-5 3/4" 2%

A2.400

3'-6"

12'-6 1/8" 2-102

PRELIMINARY PRICING - UPDATE PRELIMINARY PRICING

5'-4 3/4"

1'-6 7/8"

10'-3 1/4"

GARAGE

EL: +14'-1"

PROJECT:

2'-0"

A2.102

ROOF TERRACE T.O.F.F.

RETAIL FL. T.O.F.F. EL: +0'-0"

DRAWING TITLE:

SECTIONS & DETA PROJECT NUMBER: 18009.00 SAH

GARDEN T.O. PAVEMENT 13'-6 3/4"

EL: -10'-1" ROOF TERRACE FLOOR PLAN

Scale: 1/4" = 1'-0"

TOP OF PARAPET

2-103

EL: -2'-6"

DRAWN BY: C.P.

SCALE: AS NOTED

8'-2"

GARAGE T.O.F.F.

2-201

9 1/2"

COMPACTED SAND

17'-7"

DRAWING NO:

RIGID INSULATION

RETAIL

2'-6"

4" PERFORATED DRAIN PIPE, SLOPED TO OUTLET OF SUMP PUMP

7'-3 3/4"

IN SITU CONCRETE WALL, REF. TO STRUCT. CONC. SLAB

COARSE GRAVEL INFILL 12" MIN

20'-1"

APPROVED BY:

4/A2 .300

3 A2.400 2%

EL: +17-7"

SCALE: AS NOTED

10"

2" INSULATION WATERPROOFING MEMBRANE

2 1/4"

4 A2.400

WOODBRIDGE BUILDING PHASE 1

DRAWN BY: C.P.

EL: -0'- 1/4"

A IN LIM NS E PR CO R FO

PROJECT:

PROJECT NUMBER: 18009.00 SAH

DRAINAGE MAT

CIVIL ENGINEER DRAWN BY: C.P. CONSULTANT: STONEFIELD ENGINEER 607 SHELBY STREET, SU SCALE: AS NOTED DETROIT, MI 48226 P. 248.247.1115 F. 201.340.4472 E. ewilliams@stonefielden

DRAWING ISSUED

ROOF TERRACE FLOOR PLAN

P. 248-723-9706 E. mauro@triphasecc .com PROJECT NUMBER: 18009.00 SAH

EXISTING UTILITY POLE BEYOND

DRAWING TITLE:

EL: -2'-6"

1'-1"

SECTION @ EXTERIOR STAIR

10'-3 1/4"

STEEL COLUMN

08/23/2019

DESIGN DEVELOPMENT

17'-7"

EL: -2'-6"

08/27/2019

PRELIMINARY PRICING

TRI-PHASE COMMERCI 359 S. Old Woodward Av

Birmingham, 48009 SECTIONS &MI DET

A2.40

Scale: 1" = 1'-0"

7'-3 3/4"

GARDEN LV. T.O. PAVEMENT

WALKWAY CRUSHED LIMESTONE

A2.400

Scale: 1/4" = 1'-0"

SECTION @ VEHICLE ENTRY & TERRACE

1/4"

BACKFILL

1/A2 .300

2/A2 .300

DRAINAGE MAT

PRELIMINARY PRICING - UPDATE

WOODBRIDGE BU PHASE 1

DESAI/NASR CONSULTI 6765 Daly Road West Bloomfield, MI 4832 P. 248-932-2010 F. 248-932-3088 E. Info@desainasr.com DRAWING TITLE: GENERAL CONTRACTOR:

REGISTRATION SEAL:

EL: +0'-0"

COMPOSITE CONCRETE METAL DECKING 1/2" JOINT FILLER

2" GRAVEL

EL: +7'-3 3/4"

2" CRUSHED LIME STONE

STRUCTURAL ENGINEER:

DRAWING NO:

W18 X 35, REF. STRUCT.

RETAIL FL. T.O.F.F

ET AL. COLLABORATIVE TADD HEIDGERKEN 2020 14th Street #105, Dertroit, MI 48216 P. 313-744-6239 E. heidgetw@udmercy.ed

EL: - 10'-1"

BUILDING SECTION

B.O. LINTEL

A2.400

2" 7 1/2"

2-300

GARAGE FL. T.O.F.F.

BACKFILL

2 1/2" METAL FURRING 1/2" GYP.

9 1/2"

31'-0"

ROOF TERRACE

COMPACTED SAND

2'-6 1/2"

2" RIGID INSUL. CONC. TIE BACK

17'-7"

2-101 GARAGE

3" RIGID INSUL. 5/8" DENSELEMENT BARRIER SYSTEM W/ INTEGRAL WEATHER RESISTANCE BARRIER RIGID INSULATION

3'-6"

EL: - 2'-6"

GARAGE T.O.F.F.

EL: -10'-1"

1 6" IN SITU CONCRETE WALL VENEER

1/2" JOINT FILLER TOP OF GARDEN PAVEMENT

RIGID INSUL.

BENT STEEL C12 X 20.7 REF. TO STRUCT.

1/2" BACKER BOARD

DRAWING ISSUED

2'-0"

CONC. SLAB, 2% SLOPE TO DRAIN

STEEL PAN W/ CONC. PAN

11 1/2"

3'-0"

RETAIL FL. T.O.F.F.

5'-3 3/8"

2'-0"

TOP OF PARAPET GARAGE DOOR, REF. TO A2.703 FOR EL: +1'- 2" DETAILS

EL: +0'-0"

7'-2 3/4"

CANOPY ABOVE

METAL FLASHING

2 1/2" COLD FORM METAL W18 X 35, REF. TO STRUCT.

W18 X 35, REF. TO STRUCT.

10 1/4"

STACKED SOLDIER COURSING

SLIDING WINDOW, (26 RISERS @ 12") REF. TO A2.703

IO Y AR CT IN TRU M I S EL N PR CO R FO

PRELIMINARY PRICING

THE MOROSS

2" 2"

STEEL COLUMN

MORTAR TRAP

4 1/2" AIR SPACE BENT STEEL, REF. TO STRUCT. REF. TO STRUCT.

RIGID INSUL. TAPERED @ 2% AWAY FROM BUILDING COMPOSITE CONC. METAL DECKING 2-202

PRELIMINARY PRICING - UPDATE

ARCHITECT OF RECORD:

EL: - 2'- 4" PROJECT:

EL: +12'-11 3/4" 6" COLD FORM METAL STUD

6" COLD FORM METAL STUD

2-201

TOP OF STRUCT.

EXISTING ADJACENT GARDEN WALL

1/2" BACKER BOARD 6" COLD FORM METAL STUD

RETAIL

2'-6"

EL: -9'-3" 1/2" GYP.

EL: +12'-5 5/8"

BRICK VENEER, HEADER COURSING

(13 RISERS @ 12")

EL: -2'-6"

B.O. STRUCT.

2-200

WEEP METAL FLASHING

SEAL:

2" 3/8" 3 5/8"

2 1/2" METAL FURRING REGISTRATION

STEEL COLUMN

STONEFIELD ENGINEERING & DESIGN 607 SHELBY STREET, SUITE 200 DETROIT, MI 48226 P. 248.247.1115 F. 201.340.4472 E. ewilliams@stonefieldeng .com

1/2" BACK BOARD 3/A2 .300

EL: +0'-0"

ALIGN EL: +14-1"

9'-3 1/2"

BRICK TIES, REF. TO STRUCT.

CIVIL ENGINEER CONSULTANT:

STEEL HAND RAIL, REF. TO A2.711

A2.401

7 1/2"

, LLC .

VOLUMEONE DESIGN S 1100 PARKER STREET, S DETROIT, MI 48214 - USA P. +1-313-264-1130 E. info@v1-studio .com W. www.v1-studio.com

DESIGNER:

EL: +14'-1"

RETAIL FL T.O.F.F.

3'-6"

COMPOSITE

CONCRETE METAL NEW FENCE DECKING EXISTING UTILITY POLE, PROTECT DURING CONSTRUCTION

ROOF TERRACE T.O.F.F.

10'-7"

TAPERED RIGID INSULATION

5'-8"

RF. TERR. FL. T.O.F.F.

4'-2"

11 3/8"

WATER RESISTANT BACKER BOARD 30'-0"

WATER PROOFING 5/8" DENSELEMENT BARRIER SYSTEM W/ INTEGRAL WEATHER RESISTANCE BARRIER RIGID INSULATION

TOP OF FOOTING

GENERAL CONTRACTOR:

LTD LIMITED, LLC

METAL COUNTER EL: +17'-7" FLASHING

1'-2 3/4"

WATER PROOFING MEMBRANE

THE MOROSS RENOVAT 1460 E. Jefferson Ave., De

Theodore M. Shinkle 1460 E. Jefferson Ave. Detroit, MI 48207 P. 248-417-9097 P. 313-702-4960 E. linda@schinkelfineart .c E. theodore@schinkelfinea

IN SITU CONC. WALL TOP OF PARAPET

1'-0"

DESAI/NASR CONSULTING ENGINEERS, INC. 6765 Daly Road West Bloomfield, MI 48322 P. 248-932-2010 F. 248-932-3088 E. Info@desainasr.com

3/4" PORCELAIN PAVERS, PEDESTAL AS SCHEDULED(1/2" MIN. CLEAR)

PIVOT DOOR, REF. TO A2.703 FOR DETAILS

IN IM EL ON R C P VOLUMEO R DESIGN FO STUDIO,

DRAWING ISSUED Linda Schinkel Rodney

2-401

STRUCTURAL ENGINEER:

6" COLD FORM METAL STUD

ROOF TERRACE

1'-2 3/4"

COUNTER METAL FLASHING

5/8" DENSELEMENT BARRIER SYSTEM W/ INTEGRAL WEATHER RESISTANCE BARRIER RIGID INSULATION

CLIENT:

6 3/4"

WEEP METAL FLASHING

3'-6"

MORTAR TRAP

3" RIGID INSULATION WATER PROOFING MEMBRANE

EL: +3'-6" PROJECT:

ET AL. COLLABORATIVE TADD HEIDGERKEN 2020 14th Street #105, Dertroit, MI 48216 P. 313-744-6239 E. heidgetw@udmercy.edu

TREATED WOOD

1 3/4" AIRSPACE

TOP OF GUARD RAIL

ARCHITECT OF RECORD:

8'-5 1/4"

3 5/8" BRICK VENEER

6 3/4"

ROOM TAG

EL: +17-7"

XXX

TOP OF PARAPET

7'-4"

STAINLESS STEEL FLASHING

STEEL COLUMN, TENSILE STRUCT.

5'-6 1/2"

DOOR TAG - REFER TO SHEET A .700

ROOM

3'-4"

X.XX

PRECAST CONCRETE W/ ADHERED CUSTOM SIZED THIN BRICK.

20'-1"

WINDOW TAG - REFER TO SHEET A .700

8'-8 1/2"

X.X

X.XX

4 3/4"

EXISTING WALL TO REMAIN

2-102

GARAGE FL. T.O.F.F

EL: -10'-1"

BUILDING SECTION Scale: 1/4" = 1'-0"

DRAWING NO:

A2.40

36 2014 l Thesis Advisor: Andrew Holder Critics: Robert Somol, John McMorrough, Monica Ponce de Leon, and Vivian Lee The demise of the Baroque, was brought on by the invasion of the Rococo. Mathematically balanced archetypes were progressively encrusted with gluttonous decorations. Systems were eventually overwhelmed, and no longer needed a structural or fabrication logic in order to underpin its existence. The real was suddenly activated by figures teeming with life. And, all of these figures seemed to have some edge, corner, or inbetween that engaged with a substance not quite ground, cloud, or drapery. To the contemporary observer of the 18th century all of this figuration and activity would have meant something. To us, it means nothing, but the sheer quantity of figures and activity suggests the possibility of a material culture where objects are up to something. They appear to possess an interior vitality that is separate from our own.

THE ASSUMPTION OF INTERIOR VITALITY

These illustrations aim to literalize meanings of the rocialle. In doing so, the gaze of the viewer investigates how objects such as Paul de Lamerie’s, Ewer and Giovanni Gattista Piazzetta’s heavenly populated cloud in The Assumption of Mary (1735) are ambivalent in regards to what they physically should be and what they are being read as. Paul de Lamerie’s ewer remains a ewer but still retains

its allegorical qualities because figures and textures that make up the handle achieve a playfulness by means of how one figure is suggested to meet another. The result is the warping of physics between one figure into another. One could elude that the top half of one beast actually slips into another reality beyond the vegetation but still remains a handle. Through adding hatches to the figures in these pieces, I learned that a seam that connects one figure to another does a lot of work for the part to whole relationship. Clusters of figures start to suggest one figure, while still retaining its many parts as individual figures – the seam helps establish ambivalence between part and whole. Other figures are brought to the foreground while others slip to the background. Some figures show up throughout other pieces and mediums like the cloak or cloud, which suggests rules for how a supporting character of the Rococo helps the viewer navigate through the allegory as well as how the seam moves back and forth from foreground to background, and around the edges of an object.

A WOMEN. A BOUQUET. A MOLLUSK.

Previous: The Assumption of Mary, Giovanni Gattista Piazzetta l Opposite: Vulcan Presenting Venus with Arms for Aeneas, Franรงois Boucher l Above: Ewer, Paul de Lamerie

A VEIL FROM GOD. A SENSORIUM. A NAPKIN. How can a napkin reconstitute an exterior expression of affect, while creating a sensorium on the interior? This can be described by the preparation and eating routine of the ortolan dish. The ortolan is a greenish gray songbirdâ&#x20AC;&#x201D; no larger than your thumbâ&#x20AC;&#x201D;that migrates through the Bordeaux Region of France, between the months of August and September, making for a small opportunity to trap the bird. After capture, the ortolan is blinded, stuck in a cage, and kept on a diet of millet and figs until it reaches two to four times its normal size. Then it is drowned in a snifter of Armagnac, plucked of its feathers, and in most cases, stripped of its feet. The ortolan lies in a ramekin that is placed in a preheated oven for five to six minutes. The ortolan is immediately served to the center of dining table where each guest picks and places an ortolan onto their plate.

To fully enjoy the ortolan dish, you must first drape a large, white cloth napkin over your head. Take the ortolan in your fingertips and disappear. The outside world dissipates to a white noise of wet chewing and slurps, as the people around you begin to revel in the chaos that is happening in their mouths. Underneath the hood your tongue is halfsinged. But, even when the back of your mouth is burning, taste buds you never knew you had begin to bloom. The trick is to breathe, creating a convection heat transfer between your mouth and nose. The napkin traps all the aromas and you are left with a mouth that is on high alert. Managing the bouquet of flavors exploding in your mouth is almost overwhelming. A weight of guilt accrues as you remind yourself of the innocent songbird that is now singing on the back of your tongue.

Previous & Next: Analysis of Ortolan Anatomy & Tasting Ritual - A. Bite head off with teeth, head will drop to plate. B. Fat juices run down throat C. Meat is extremely moist and hints of liquorice. D. Bones provide a slight crunch but have a texture resembling to roasted chestnuts. E. Lungs and Stomach are punctured which releases the Armagnac. Below: Image of eating ritual & Instruction on how to roast ortolan.

Le guide culinaire : aide-meniore de cuisine pratique / A. Escoffier The Ortolan is sufficient in itself and should be enjoyed as roast: This is a gastronomic truth long proclaimed. The elements which are given as auxiliaries, such as foie gras and truffles, it is rather harmful, because they remove its subtle aroma and mitigation if it is more pronounced itself. It may be then put a classified among the great dishes. Because its price is high, but it is not a true gourmet delicacy. Nevertheless, we must give some formulas concerning, recommending never reverse.

Ortolan in Banks - Stuff Ortolan with as big as a small amount of foie gras wrapped each in a square of cheesecloth and poach for 5-6 minutes in a very robust ramekin. Then draw each in a small box, the bottom will be lined with a finely diced foie gras and truffle; coat with aroma of very small game.

Below: Analysis of Ortolan Anatomy & Tasting Ritual - A. Bite head off with teeth, head will drop to plate. B. Fat juices run down throat C. Meat is extremely moist and hints of liquorice. D. Bones provide a slight crunch but have a texture resembling to roasted chestnuts. E. Lungs and Stomach are punctured which releases the Armagnac.

INSIDE OUT: DECEIVING LIBERTINE FIGURES This thesis is an attempt to explore how character moves concepts of type away from program, systematization, and function into processes that hinge on concepts of affect and sensation. The marriage of affect and sensation is inherent to architecture. Encapsulating their union would reveal the difference between feelings which are personal, emotions which are social, and affects which are prepersonal. Affects role helps determine the relationship our body has with the environments, and the subjective experiences with think we feel as affect dissipates into experience. This project draws on the ideas and roles that intertwine affect and sensation by perceiving their relationship as character and how that has effected architecture. Character’s relationship with architecture played an important part to Anthony Vidler’s critique of Jean-Jacques Lequeu and Sylvia Lavin’s critique of Quatremère de Quincy. These authors reveal how character in architecture was achieved when society succeeded in diminishing its subjugation to natural conditions, both morally and physically. For Quatremère, character in

the purest sense was parallel to—and only expressible by—an artificial language of architecture. Establishing a universally accepted idea that diminished the boundaries between Modern, Classical and Egyptian styles of architecture, which revealed a common denominator to each of these as the primitive hut. Leque’s self-portraits revealed his interpretations of anguish, sadness, and disgust from psychologically disturbed patients at a psych-ward. These studies reveal how features of the face can evoke an almost primal knowledge of what is internally happening to the patient being mimicked. Comparing the work of Vidler and Lavin, we can begin to give context to character and see how it relies on the individual and society’s recognition of affect and sensation.

PART TO WHOLE

Investigations of forms started with sewing panels of spandex to each other. This process allowed me to explore forms that were determined by several factors. First, the shape of the panels provided a point of reference in the overall form-finding process - changing the shape of the panels produced the most change in the overall demeanor of the figure. Second, exploring how taut or loose the sewing was during the manufacturing of these figures procured features that could reinforce the character that the figure. Lastly, cutting holes for potential apertures allowed each figure to posture differently even though they all originated from the same size, shape, and sewing technique. Above: Investigation of Panels and Seams - Diagrams notating how differences in sewing edges to an aperture produced drastic formal changes. Below: Panoramic Elevation

ANIMATING PUPPETS

Taking inanimate objects (spandex and blue Barbie dolls) and animating them to become characters in the room with you, was the goal of these investigations into the ritual of eating the ortolan and studying the Rococo. From the individual figure, to itâ&#x20AC;&#x2122;s pairings that partially encompasses a human, to itâ&#x20AC;&#x2122;s cluster - the combination of multiple pairings. These piles of fabric and flesh are made to procure feelings aw and disgust. While eluding to the idea that something strange is going on inside there. While none of the human figures are touching each other as they jiggle the giant body pillows. The onlookers outside can only use their knowledge of how to read an image to be deceived by what this thing is pretending to be. Opposite: Photo of Cluster Model Right: Image of Pairing Below: Panoramic Elevation & Panoramic Section

With the introduction of the human figures to the project, investigating how the interior of these piles of fleshy fabrics created spaces was important. Not only did this introduce a third rectangular fabric panel to the investigations for form finding. The interior shapes had to adhered to human proportions, while not revealing too much information to the onlooker. Once the onlooker starts to imagine what the posture of the human figure can be on the inside the work of the cluster begins to dissipate. Opposite: Taxonomy of Possible Interiors Left: Sketches of Interior Panel Investigations Below: Panoramic Section

THE FIGURE OF INTERIOR

POST-AGRARIAN KNUCKLE 2010 l Advisor: Matthew Johnson The city of New Orleansâ&#x20AC;&#x2122; earliest solution to many of its problems regarding raising water levels, and storm surges was an assortment of levees and dams dispensed throughout the city. The result has significantly altered the location of the mouth of the Mississippi River and narrowed the limits of the city to its confinement between the coast and the river. Besides the decreased value in land due to the fragmentation of neighborhoods plus the inability of the city to grow, there is another significant problem in terms of its territory. Striving to stay afloat within an increasingly competitive global economy the city has unintentionally removed the scarce land currently available by digging a network of channels leading out to the Gulf of Mexico. Salt water from the Gulf spreads through these channels and into the ecosystems surrounding New Orleans, ultimately, killing the vegetation that has been keeping water levels down.

In the wake of Hurricane Katrinaâ&#x20AC;&#x2122;s storm surge much of the wetlands East of New Orleans have been destroyed do to the spreading of hazardous chemicals by floods. The Sewerage and Water Board of New Orleans & The Saint Bernard Parish Government drafted a proposal to present to The State of Louisiana called the Coastal Impact Assistance Program. The programs aim at decreasing water levels to create a buffer from future storm surges by restoring the wetlands with a cypress swamp. The proposed building engages these efforts through its claimed friction to the ground. This projects seeks to reclaim new territory within the unattained and underdeveloped swamp areas West of New Orleans, with an approach thatâ&#x20AC;&#x2122;s un-abrasive to claiming land but contiguous in its relationship with it. Ultimately it tries to create a new building to ground typology that performs as a series of systems that aerates the toxic ground yet creates a form that is a nimble solution to how buildings can foster a soft infrastructure.

2013 Advisor: Meredith Miller

Natural phenomena are â&#x20AC;&#x153;knownâ&#x20AC;? through quantifiable metrics as matters of fact that often do not disclose the biases and experiences lost in that translation. How might architecture represent an engagement with natural phenomena, provoking questions about what we think we know? On the Mauna Kea mountainside, natural elements (ground, clouds, alpine tree-line, and the horizon-line) act as objects, providing uniquely ideal conditions for observation. Experiences are activated with simulations of calibrated optics and perceptual displacements that play with naturally occurring phenomena, elevating an awareness about the subjectivities of data

VANISHING LOCI

The studio engaged in a series of design explorations with group and individual work. The first assignment was to meet in a field with a partner and record our findings from our experiences. The rules were to not use GPS but to meet the day before departure and discuss places to go and what interests we think we would like to record. From those records we individually modeled objects that would incorporate those findings. What we learned from this en devour was the legitimacy of place finding and that the even though the resolution of map making has been improving the resolution and accuracy of maps will still just be a projected realism. Opposite: Diagram of Spot Elevations and Balloon Field Datum Left: Plan Drawing of Balloon Field Below: Map of Sites for the Project

Opposite: Approaching Balloon Field Datum Right: Site Plan of Park Below: Perspective from City

The park is designed to have a collection of perceptual engagements that take effect on half of Mauna Kea with the focal point of the park on level with the Alpine Forest on the North side of the island. The engagements of the park are meant to challenge the perceptual discrimination of the natural occurrences that happen on the island every day through out the year. The effect of the park starts to architecturally address issues of scale and the horizon line. The balloons in a field at the datum of the Alpine Forest recognize the ground because of where it starts but also address the ground as you look out toward the horizon because each balloon has a reflective belly that create a mirage as they seem to cluster together as you reach the focal point of the park. Opposite: Site Model - Alpine Forest Datum Above: Enlarged Site Plan of Park Below: Perspective from Inside Park

2012 Advisor: Kathy Velikov Illinois’ workforce is depending on Chicago’s ability to create a more efficient turnover rate of returning skilled workers in the production of material fabrication. How might fundamental architectural forms that currently exist in Chicago engage in the economic growth? By extending University of Illinois Chicago’s campus to border Greek Town and by providing a universal space for production and education the city can have a new urban fabric that is flexible enough to adjust with economic growths and recessions.

VASTLY NIMBLE

Chris Pine's Architecture Portfolio

Articles inside

Mikvah / Guest House

Moross House

Sled Hill