Jonathan Lawrence Turner Architectural Portfolio by JonTurner385

Jonathan Lawrence Turner Architectural Portfolio

Contents Professional Experience

Brion Jeannette Architecture Straub Pettitt Yaste

Intermediate Technical Drafter/Project Assistant Architectural Internship

004

014

Educational Experience

Neurodiversity in Architecture

Masters Thesis

Integrated

Undergraduate Studio

Interior Design

Undergraduate Studio

Lakeview Project

Undergraduate Studio

Geographical Integration

Undergraduate Studio

022

034

040

044

048

Selected Works

054

Resume & Personal Information

064

BRION JEANNETTE ARCHITECTURE

Firstline Residence

While working at BJA one project that I assisted on was the Firstline Residence. For this project the existing residence was demolished and a new 3-story single family residence with subterranean basement, attached 3-car garage, & roof deck was constructed. This project was completed in a team setting & I worked under the guidance and supervision of Brion Jeannette & Wun Sze Li.

My technical assistance on this project was spread throughout multiple parts of the construction document set of plans. Specifically my role was to: prepare project plans and drawings, organize drawing set for city submittal, pick up plan redmarks, adjust plans per design changes, update drawings to comply with city comments during plan check, etc... The ownership of these drawings belongs to Brion Jeannette Architecture.

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 1780 E. PARNALL ROAD JACKSON, MI 49201

SHEET INDEX

"R" REVISED DRAWING, "N" NEW DRAWING

DELETED DRAWINGS: NONE

DWG # DRAWING NAME A00 COVER PAGE A01 DEMO PLAN A02 DEMO ELEVATIONS A03 NEW WORK A04 ENLARGED FLOOR PLAN A05 NEW WORK LVL 2 A06 RCP A07 ELEVATIONS A08 SECTIONS A09 ELEVATIONS AND DETAILS A10 DOOR SCHEDULES AND DETAILS 01 ARCHITECTURAL: 11

ISSUED FOR

DATE

ARCHITECT OF RECORD:

MDOC & DTMB

STRAUB PETTITT YASTE

1780 E Parnall Rd Jackson, MI 49201 CONTACT: DAVE ALBRECHT

850 NORTH CROOKS SUITE 200 CLAWSON, MI 48017 T: 248.658.7777 F: 248.658.7781 CONTACT: RICHARD MANN W: www.straubpettittyaste.com

STRUCTURAL:

ELECTRICAL ENGINEER:

RICHARD KOZLOWICZ

TAC ASSOCIATES LLC

850 NORTH CROOKS SUITE 200 CLAWSON, MI 48017 T: 248.658.7777 F: 248.658.7781 CONTACT: RICHARD MANN W: www.straubpettittyaste.com

4321 EAST CAMDEN RD. OSSEO MI. 49266 T: 517.254.4789 F: 517.254.4886 CONTACT: THOMAS CROW W: http://www.tac-associates.com

DRAWING NAME

ISSUED FOR

DATE

M00

MECHANICAL GENERAL INFORAMTION & HVAC EQUIPMENT SCHEDULES M01 LEVEL 1 MECHANICAL DEMOLITION PLAN M02 LEVEL 1 & LEVEL 2 MECHANICAL ALTERATION PLANS M03 LEVEL 1 & LEVEL 2 PLUMBING ALTERATION PLANS 03 MECHANICAL: 4 .E001

SYMBOL LIST, LIGHTING FIXTURE SCHEDULE, AND DRAWING INDEX FLOOR PLAN - ELECTRICAL DEMOLITION FIRST FLOOR PLAN - ELECTRICAL NEW WORK PARTIAL FIRST FLOOR PLAN - LIGHTING NEW WORK PARTIAL FIRST FLOOR PLAN - LIGHTING NEW WORK SECOND FLOOR PLAN - ELECTRICAL NEW WORK PARTIAL SECOND FLOOR PLAN - LIGHTING NEW WORK PARTIAL SECOND FLOOR PLAN - LIGHTING NEW WORK PARTIAL FIRST FLOOR PLAN - POWER & SYSTEMS NEW WORK E202 PARTIAL FIRST FLOOR PLAN - POWER & SYSTEMS NEW WORK E211 PARTIAL SECOND FLOOR PLAN - POWER & SYSTEMS NEW WORK E212 PARTIAL SECOND FLOOR PLAN - POWER & SYSTEMS NEW WORK E300 POWER ONE-LINE DIAGRAM - DEMOLITION E301 POWER ONE-LINE DIAGRAM - NEW WORK E310 ELECTRICAL SCHEDULES E311 ELECTRICAL SCHEDULES E400 MISCELLANEOUS WIRING DIAGRAMS AND DETAILS E401 MISCELLANEOUS WIRING DIAGRAMS AND DETAILS E402 MISCELLANEOUS WIRING DIAGRAMS AND DETAILS EX100 FIRST FLOOR PLAN - EMERGENCY EGRESS LIGHTING PHOTOMETRY EX110 SECOND FLOOR PLAN - EMERGENCY EGRESS LIGHTING PHOTOMETRY 04 ELECTRICAL: 21 TOTAL DRAWINGS: 37 .ED100 E100 E101 E102 E110 E111 E112 E201

PROJECT NUMBER: 1904 OWNER:

DWG #

S01 STRUCTURAL PLAN 02 STRUCTURAL: 1

CODE DATA: USE GROUP: B & S-1 SEPARATION REQUIRED: NO SEPARATION CONSTRUCTION TYPE: 11-B EXISTING BUILDING HEIGHT: 22' EXISTING BUILDING AREA: 12,000 GSF BUILDING IS NOT SPRINKLED

MECHANICAL ENGINEER:

MICHIGAN DEPARTMENT OF CORRECTIONS

106

POTAPA-VAN HOOSEAR

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 1780 E. PARNALL ROAD JACKSON, MI 49201

48653 VAN DYKE AVE. SHELBY TOWNSHIP, MI 48317 T: 586.997.0922 CONTACT: KARL POTAPA W: kpotapa@pveng.net

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

PRELIMINARY

CO OP

NOT FOR CONSTRUCTION

E. PARNALL ROAD PROJECT SITE LOCATION: 1780 E. PARNALL ROAD JACKSON, MI 49201

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248-658-7777 PHONE 248-658-7781 FAX

EXISTING BUILDING

STRAUB PETTITT YASTE ARCHITECTURE

COVER PAGE

A00

SRA Record Storage Warehouse

While working at SPY the project that I assisted with the most was the SRA Record Storage Warehouse. For this project the existing warehouse was remodeled to accommodate a large scale file storage system and create a comfortable office space for personnel to operate out of. For this project I worked under the guidance and supervision of Rick Mann. 14

D29 D01

D17

D29

D10

D35

A D15

D07

D01

D07

D32

D03

D23

D09

D10

D03

D06 D23

D17 D25

D23

D03

D16

D23

D29 FD

D23

D12

D10

D03 FD

D11

D01

D23

D28

D22 D10

D03

D23

D08

D24 D25 D26

D01

D23 D09

D10

D24

D31

D03

D10

D23

D27

D21

E D30 D05

D19 D20 D21

D12 D13 D14 D15 D16 D17 D18

D23

D10

D18

D11 D02

D10

D13

D05

D09

D01

D23

D06

D23

D01 D02 D03 D04 D05 D06 D07 D08

D14

D07

D10

D11

D08

EXISTING RAMP

D28

D29

SAWCUT OPENING IN EX INSTALLATION OF NEW PRECAST CONCRETE LIN

D30

SAWCUT AND REMOVE INSTALLATION OF NEW EXISTING DOCK LELVEL REMOVE GYPSUM WAL FROM EXISTING ROOM. REMOVE A/C CONDENS

D31 D32 D10

D22

D35

D10

REMOVE EXISTING DOO REMOVE QUARRY TILE F REMOVE 6" CMU WALL. REMOVE 8" CMU WALL. REMOVE 12" CMU WALL. REMOVE TOILET FIXTURE REMOVE SINK AND ASS REMOVE OVERHEAD DO TRACK AND MOTOR. REMOVE CARPET FLOOR FROM SPECIFIED LOCAT REMOVE PORTION OF C CONTRETE FOOTINGS A REMOVE SLIDING CAGE COMPONENTS. PREP ALL EXPOSED MA PREP FLOORING FOR PA REMOVE CASED OPENIN REMOVE GYPSUM CLAD REMOVE METAL CHAINL REMOVE 4" RAISED CON PREP ALL CONCRETE FL LEVELING. EXISTING 8" CMU WALL REMOVE DRINKING FOUN REMOVE MASONARY UN EXISTING CMU WALL. REMOVE DOCK LEVELER PREP FOR NEW CONCRE SAWCUT AND REMOVE PIPE BELOW FLOOR. PA SAWCUT AND REMOVE REMOVE PARTITIONS AN REMOVE WOOD FRAIME AND ALL COMPONENTS SAWCUT NEW DOOR OP MASONRY WALL. SAWCUT OPENING FOR NEW CMU AS NEEDED. LINTEL.

F D13 D08

D10 D20 D01 D01

D10

G D07

D26

D04

D06

D01 D19

D27

D26

D10

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A01

D19

Level 1 Demo

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

16'

ELECTRICAL PANEL FEEDS OUTSIDE RECEPTACLES ALONG PARKING LOT.

D35

D09 D10

D29

GENERAL NOTES: • GUT EXISTING BUILDING WITHIN EX ROOF. • ALL PIPES, LOUVERS, & MECHANIC REMOVED IN ARCHITECTURAL, MEC DRAWINGS ARE TO BE PATCHED W EXISTING. EXCEPTIONS: • WALL OF EXISTING SOUTH/EAST C • INSULATION AND EXISTING ROOF I

D29

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

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My technical assistance on this project was spread throughout multiple parts of the design development & construction documentation phases. Specifically my role was to: field measure and draft as-built conditions, prepare preliminary design plans for design review meetings, draft construction document set, pick up office redlines, etc.. The ownership of these drawings belongs to Straub Pettitt Yaste 0'

16'

108

P03

A01-B

P06

110

P07

4'-0"

3'-6"

P02

R E CO R D S T O R AGE 12

A01-D

P02

102

108

115

110 112

111

A01-B

P01

3'-6" TO 4'-0" R21 BATT INSULATION

A01-I P07

A01-G

16'

A03

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

1 A07

Level 1 New Work

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

P07 8'

16'

3'-6"

P07

HEAD HEIGHT

BLINDS (BY OWNER)

30" x 48" CLEAR FLOOR SPACE P07

106

ALUMINUM A01-H STOREFRONT

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

A08 NEW METAL PANEL SIDING TO MATCHA01-I EXISTING

SEALANT ALL SIDES @ FRAME CONT

Level 1 New Work SCALE: 1/8" = 1'-0"

16'

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

1 A03

PLASTIC LAMINATED SILL.

A03

_turnerjl1.rvt

STOREFRONT

INSIDE

SEALANT ALL SIDES @ FRAME CONT

Str OUTSIDE

OUTSIDE

Pe HEAD DETA

1" INSULATED 1" INSULATED GLASSGLASS

7 1/8"

W2 -

PRECAST 8" CONCRETE PANEL

2x4 BLOCKING A01-I

3 5/8 STUDS R21 BATT INSULATION GYPSUM WALL BOARD

A01-I

W3 - SILLI DETAIL Typical Window Details SCALE: 1 1/2" = 1'-0"

GYPSUM WALLBOARD

JAMB VIEW

CONTINUOUS SEALANT 2x2 ACT GRID GYPSUM ON 3LAMINATED 5/8" PLASTIC METAL STUDS SILL. @ 16" O.C.

ALUMINUM STOREFRONT WINDOW.

7/8"

NEW METAL PANEL EXISTING CONCRETE MASONRY SIDING TO MATCH EXISTING GROUT CORES GYPSUM SHEATHING AIR AND MOISTURE BARRIER HAT CHANNELS @ 24" O.C.

FOR OPENINGS 2x4 BLOCKING WIDER THAN 5'-0" FINISH FACE PROVIDE #4 BAR 3 5/8 STUDS OF ADJACENT STIRRUPS @ 8" OC WALL WHERE MAXGYPSUM , GROUTWALL BOARD APPLICABLE COURSE ABOVE LINTEL SOLID

PRELI

NOT FOR C

S F

P L B

HEAD HEIGHT BASE TRIM

2x6 BLOCKING

BLINDS (BY OWNER) ALUMINUM STOREFRONT

A03

- CMU JAMB DETAIL W3W1 - SILL DETAIL SEALANT ALL SIDES @ FRAME CONT

Typical Window Details SCALE: 1 1/2" = 1'-0"

INSIDE HEAD DETAIL

ALUMINUM STOREFRONT OUTSIDE INSIDE

P02

112

111

JAMB VIEW SILL DETAIL

H P07

BLINDS (BY OWNER) SEALANT ALL SIDES @ FRAME CONT ALUMINUM

- CMU STUD HEADHEAD DETAIL W4W2 - METAL DETAIL

P07

BASE TRIM 2x4 BLOCKING A WINDOW HEAD.

HEAD DETAIL HEAD DETAIL

CONTINUOUS SEALANT

3'-6"

1 A07

1904

HEAD HEIGHT

GROUT CORES

13'-9"

FOR OPENINGS WIDER THAN 5'-0" PROVIDE #4 BAR STIRRUPS @ 8" OC MAX , GROUT COURSE ABOVE LINTEL SOLID

108

A01-B

GYPSUM SHEATHING PRECAST CONCRETE AIR AND MOISTURE BARRIER LINTEL WITH (4) @ #5 HAT CHANNELS BARS GROUTED SOLID. 24" O.C.

SEALANT ALL 2x6 BLOCKING SIDES @ FRAME CONT BLINDS (BY OWNER)

P02 W4 - METAL STUD HEAD DETAIL

110

3'-6"

113

P01

NEW METAL PANEL SEE FLOOR PLANS SIDING TO MATCH FOR PARTITION TYPE EXISTING

GYPSUM WALLBOARD

1" INSULATED GLASS

ALUMINUM STOREFRONT FD WINDOW.

3'-6" TO 4'-0"

FILE NO: 472/19 1780 E. PAR JACKSON, M

7/8"

COURSE ABOVE LINTEL SOLID

107

FOR OPENINGS WIDER THAN 5'-0" PROVIDE #4 BAR STIRRUPS @ 8" OC R21 BATT INSULATION MAX , GROUT

OUTSIDE

A01-D

7 1/8"

EXISTING CONCRETE MASONRY

4'-0" 4'-0"

3'-0"

2'-9 1/4"

3'-6" TO 4'-0"

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2'-0" 3'-4"

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A03

RECORD STOR WAREHOUSE 2x2 ACT GRID 4 A07

1 A03

BASE TRIM

109

A01-J

MICHIGAN D CORRECTIO

SILL DETAIL

P03

PRECAST 8" CONCRETE PANEL SCALE: 1 1/2" = 1'-0"

2x2 ACT GRID

A05

FD INSIDE

P05 HEAD DETAIL P02

A01-A

2x6 BLOCKING P02 1 A07

GENERAL NOTES: PATCH EXISTING CONCRETE SLAB ON GRADE. PRECAST 8"

OPENING WIDTH

A03

SEE PLANS

A01-B

P02

W3 - SILL DETAIL Typical Window Details

108

GYPSUM SHEATHING A01-I AIR AND MOISTURE BARRIER P07 HAT CHANNELS @ 24" O.C.

A01-D

GYPSUM WALLBOARD P03

E7/8"

13'-9"

A01-B

112 105

A01-I

4'-0"

3'-6"

A01-D

P03

4'-0"

3'-6"

113

13'-9"

2'-9 1/4" P01

3'-0"

3'-6" TO 4'-0"

3'-6"

P04

3'-0"

A01-J

4'-0"

2'-0" 3'-4"

3'-0"

2'-9 1/4"

4'-0"

1 A03

109

A01-D

A05

P01

114

P02

P03

4'-7 1/8"

P04

P06 P07

A05

P05 P02

A01-F

P05

100

P01

P03

2 A07

P04

106

A01-H

109

P03

EXISTING CONCRETE MASONRY

30" x 48" CLEAR FLOOR SPACE

P02

P07

A05

P02

P07 A01-A

P03

P05

A01-D

A01-A

106

CATWALK FD SUPPORT

P01

ALUMINUM STOREFRONT WINDOW.

GROUT CORES

30" x 48" CLEAR FLOOR SPACE

A01-H

A01-J

P03

A01-A

SILL DETAIL

A08

A01-G

P04

P07

P02

3'-0"

A01-D

4'-0"

3'-0"

A01-G

2 A03

A01-H A01-I

OPENING HEIGHT

4'-0"

4 A07

OPENING WIDTH

4'-0"

UP P06

W4 - METAL STUD HEAD DETAIL

A01-D

SEE PLANS

4'-0"

P04

OUT

NEW METAL SIDING AND INSULATION. REFERENC HEAD PARTITION DETAIL... INSTALL NEW CART LIFT. TYPICAL FOR TWO. INFILL DICK LEVELER PIT WITH CONCRETE SLAB DECK AND 8"CONCRETE MASONARY WALL. CARPET TILE 4 ON CONCRETE SLAB. A07 EXTEND EXISTING 8" CMU WALL TO UNDERSIDE JAMB CONCRETE PLANK FLOOR. APPROXAMINTE ONE NEW CONCRETE PAD. BROOM FINISH. MINIMUM 6 SIZE: 4'x4' CONTINUOUS SEALANT 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD PLASTIC SIDE.LAMINATED SILL. 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD SIDE. WITH SOUND ATTENUATION INSULATION. 2x4 6" BLOCKING METAL STUDS 5/8" FIRE CODE X GYPSUM WA SIDE. 3 5/8EACH STUDS 3 5/8" METAL STUDS 5/8" FIRE CODE X GYPSUM GYPSUM WALL BOARD BOARD EACH SIDE. 3 5/8" METAL STUDS 5/8" ABUSE RESISTANT GY BOARD EACH SIDE. WITH SOUND ATTENUATION 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD WITH R-13 BATT INSULATION.

OPENING HEIGHT

4'-0"

A08

A01-D

1" INSULATED GLASS

7 1/8"

A01-F A01-G

OPENING HEIGHT

4'-0"

P01

114

OUTSIDEAND CATWALK SYSTEM

HEAD DETAIL

OPENING HEIGHT

4'-0"

4'-7 1/8"

107

4'-0"

P03

OFFICE. NEW STA AND CAT NEW MET PARTITION A01-F INSTALL N PRECA A01-G INFILL DIC DECK AND A01-H CARPET T A01-I EXTEND E CONCRET A01-J NEW CON SIZE: 4'x4' 2x2 ACT GRID P01 3 5/8" ME SIDE. P02 3 5/8" ME SIDE. WIT FOR OPENINGS P03 WIDER 6" METAL THAN 5'-0" EACH SID PROVIDE #4 BAR @ 8" O P04 STIRRUPS 3 5/8" ME MAX , GROUT BOARD EA COURSE ABOVE P05 LINTEL 3 5/8" ME SOLID BOARD EA P06 3 5/8" ME P07 3 5/8" ME WITH R-13 A01-D

OFFICE. PATCH EXISTING C NEW STAIR. CONSTRUCT AS PART OF STORAGE

A01-B

INSIDE

A05

P04

E 3'-0"

P04

UP 4'-0"

103

A01-B

A01-F

P03

A01-A

STOREFRONT

110

3'-0"

A 115

FIREPOXY E RAFIN T

SEALANT AL SIDES @ FR CONT SEALANT ALL SIDES @ FRAME EPOXY FINISH EXPOSED CONCRETE FLOORING W GENERAL NOTES: CONT

BLINDS (BY OWNER)

P04 A01-H

A01-D

2x6 BLOCKING

GENERAL NOTES: PATCH EXISTING CONCRETE SLAB ON GRADE. ALUMINUM

P02

P01

100

P01

102

P07

A05

P07

A08

104

P04 A01-B

A01-I A01-I A01-A P07

P03

R E CO R D S T O R AGE 12

114

4'-0"

3'-0"

P01

3'-6" TO 4'-0"

CCATWALK SUPPORT

3'-6"

P04

13'-9"

A01-F

P03

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A01-B

3'-6"

P04

3'-0"

3'-6"

105

2'-0"

3'-6"

115

4'-7 1/8"

3'-6"

1 A07

P01

16'

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

3'-6"

101

102

4'-0"

3'-6"

100

L 8'

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

4'-0"

A01-A P07

3 A07 0'

4'-0"

P04

Level 1 New Work

2 A07

3'-0"

4'-0"

P03

A01-B

RECORD SUPPORT CATWALK S T O R AGE 12

4'-0" 4'-0"

104

CATWALK SUPPORT

A03

4'-0"

3'-6"

13'-9"

4'-0"

111

2'-9 1/4" 4'-0"

112

4'-0"

111

4'-0"

113

P01

4'-0"

4'-0"4'-0" 3'-6" 3'-6" 3'-6"TO 3'-6" 4'-0" 4'-0" 4'-0"

A01-H

4'-0"

P01

4'-0"

101

4'-0"

104

4'-0"

P04

4'-0"

107

4'-0"

105

4'-0"

101

4'-0"

2'-0" 3'-4"

4'-0"

3'-0"

UP A01-J

A01-B

OPENING HEIGHT

13'-9"

109

A01-A

A01-B

OPENING HEIGHT

A01-H 2 A03

P06

A01-H P02

A01-A

SEE PLANS

103

P01

A01-H

P01

4'-0"

A01-D

P05 P02

103

EPOXY FINISH EXPOSED CONCRETE FLOORING WITHIN OFFICE. NEW STAIR. CONSTRUCT AS PART OF STORAGE SHELVES AND CATWALK SYSTEM A01-D NEW METAL SIDING AND INSULATION. REFERENCE PARTITION DETAIL... A01-F INSTALL NEW CART LIFT. TYPICAL FOR TWO. A01-G INFILL DICK LEVELER PIT WITH CONCRETE SLAB ON METAL DECK AND 8"CONCRETE MASONARY WALL. A01-H CARPET TILE ON CONCRETE SLAB. A01-I EXTEND EXISTING 8" CMU WALL TO UNDERSIDE OF NEW 2 CONCRETE PLANK FLOOR. APPROXAMINTE ONE COURSE A03 A01-J NEW CONCRETE PAD. BROOM FINISH. MINIMUM 6" THICK. SIZE: 4'x4' P01 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD EACH SIDE. 1 P02 A03 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD EACH 7/8" 6" INSULATION. SIDE. WITH SOUND ATTENUATION P03 6" METAL STUDS 5/8" FIRE CODE X GYPSUM WALL BOARD NEW METAL PANEL EACH SIDE. SIDING TO MATCH EXISTING P04 3 5/8" METAL STUDS 5/8" FIRE CODE X GYPSUM WALL R21 BATT INSULATION BOARD EACH SIDE. GYPSUM SHEATHING AIR AND MOISTURE BARRIER P05 3 5/8" METAL STUDS 5/8" ABUSE RESISTANT GYPSUM WALL HAT CHANNELS @ BOARD EACH SIDE. WITH SOUND ATTENUATION INSULATION. GYPSUM WALLBOARD 24" O.C. P06 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD ONE SIDE. HEAD HEIGHT P07 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD ONE SIDE. WITH R-13 BATT INSULATION. BASE TRIM

OPENING WIDTH

3'-6"

A01-H

4'-0"

A05

A01-H

3'-6"

OUTSIDE

7 1/8"

SEALANT ALL SIDES @ FRAME CONT

W1 -2 4"

NEW WORK INSIDE

HEAD DETAIL

1" INSULATED GLASS

W4 - METAL STUD HEAD DETAIL

W2 - CMU HEAD DETAIL

SILL DETAIL

JAMB VIEW

CONTINUOUS SEALANT

A S

OUTSIDE

G WIDTH

3'-6"

OPENING HEIGHT

3'-6"

107

CATWALK SUPPORT

4'-0"

3'-6"

P02

3'-6"

P01

3'-6"

P01

3'-6"

2'-0"

K SUPPORT

3'-6"

OPENING HEIGHT

A 4'-0"

3'-6"

2'-0"

3'-1"

A02-D

4'-0"

4'-11"

A02-D

M A E

10'-8"

9'-10 1/2"

A04

M A I N O F F I CE 1

14'-8"

8'-0"

CARPET TILE

4'-6 1/8"

7'-7 1/2"

7'-2 1/2"

11'-7 3/4"

PRINTER AREA

COPY AREA

14'-8"

A02-F

A02-A

8'-0" 2'-0"

A09

EPOXY COATING

CARPET TILE

A09

6'-8"

AD MI N I S T RA T I V E O F F I CE 4

EPOXY COATING

A05

A02-B

8'-0"

10 5/8"

COPY AREA

CARPET TILE

15'-1"

A09

6'-5"

A02-D

8'-0"

A03-G

R E TE NTI ON O F F I CE 2

12'-0"

BA T HR O O M 7

A09

E N T RY V E S T I B U LE 6

1'-8"

7'-1"

3'-4"

A09

EPOXY COATING

CARPET TILE

15'-6 1/8"

EPOXY COATING

G L

1'-6"

A09

21'-11"

C A R T LI F T 13

A05

D E LIVE R Y ROOM 3

M A I N O F F I CE 9

9'-7 1/2"

A09

11'-7 1/2"

4 1/2"

6'-0"

4'-10" 22'-2 5/8"

6'-0"

A02-D

E UP

1'-10"

4'-8"

A02-D

I J

A04 10/10/2019 9:42:57 AM

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4 1/2"

10'-5 7/8"

4'-7 1/8" A10

A02-E

EPOXY COATING

B R E AK R O O M 8 EPOXY COATING

9'-8 5/8"

A10

8'-0"

FD 6

11'-9 3/4"

8'-8"

CARPET TILE

A DA B A T HR O O M 5

NEW WORK LEVEL 1 SOUTH OFFICE SCALE: 1/4" = 1'-0"

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

A04

NEW WORK LEVEL 1 NORTH OFFICE SCALE: 1/4" = 1'-0"

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

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 22x22

A08

5'-7 7/8"

1'-3 1/2"

3 A07

INSTALL RAILINGS AS REQUIRED

CATWALK SYSTEM

200

M E C H A N I CA L 10

MEZZANINE SYSTEM

B 10

A09

200

M E C H A N I CA L 10

Level 4 20' - 0"

L D MEZZANINE SYSTEM

202

203

A09

115'-1"

74'-2 1/4"

A08

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 24x24

13'-9"

CONTINOUS METAL RUNNER. Level 4

8" HOLLOW CORE CONCRETE SLABS.20' - 0"

STEEL CLOSURE PLATE OR ANGLE

D 202

A09

OPEN TO BELOW

MATERIAL WOOL INSULATION

115'-1"

E UP

8" HOLLOW CORE SLAB 1-HR FIRE RATING

AIR / VAPOR BATTIER.

A05

13'-0"

203

Level 3 8' - 0"

A08

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 24x24

13'-9"

BUTLER RIB II METAL SIDING PANEL.

G CONTINOUS METAL RUNNER.

8" HOLLOW CORE CONCRETE SLABS.

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

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 19x10

Level 2 New Work SCALE: 1/8" = 1'-0"

5" 5'-7 7/8"

201

3'-0" 10/10/2019 9:43:01 AM

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s_Storage_turnerjl1.rvt

1 A07

MATERIAL WOOL5/8" INSULATION GYPSUM SHEATHING

16'

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

J OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 20x14

I OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 19x10

EXISTING 6" CONCRETE SLAB ON GRADE

Level 2 0"

OVERHEAD

FOUNDATION WALL

HORIZONTAL REINFORCING AT 8'-0" AFF

23'-7 3/4"

A05

6" METAL STUD WALL.

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

M E C H A N I CA L 11

8" HOLLOW CORE STUD. SLAB 3 5/8" METAL 1-HR FIRE RATING

AIR / VAPOR BATTIER. HAT CHANNELS @ 24" O.C.

BUTLER RIB II METAL SIDING PANEL. EXISTING CONCRETE MASONRY

16'

STEEL CLOSURE PLATE OR ANGLE 5/8" GYPSUM WALL BOARD

6" METAL STUDS @ 16" O.C. GYPSUM SHEATHING R-13 BATT INSULATION AIR/VAPOR BARRIOR

Level 3 8' - 0"

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 20x14

HORIZONTAL REINFORCING AT 8'-0" AFF

14'-0" ± EXISTING OVERHEAD DOOR OPENING

A05

Level 2 New Work

A05

1 A07

5'-7 7/8"

M E C H A N I CA L 11

201

3'-0"

23'-7 3/4"

2'-0" CLEAR

R-13 BATT INSULATION

INSTALL 30X30 ACESS DOOR

A05

2 A07

MIN. 8'-0"

7 3/4"

OPEN TO BELOW

13'-0"

A09

2 A07

2'-0 CLEA

INSTALL 30X30 ACESS DOOR

A05

MIN. 8'-0"

CATWALK SYSTEM

MIN. 8'-0"

A08

INSTALL RAILINGS AS REQUIRED 74'-2 1/4"

14'-0" ± EXISTING OVERHEAD DOOR OPENING

1'-3 1/2"

7 3/4"

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 22x22

5'-7 7/8"

3 A07

Level 1 -3' - 4"

6" METAL STUDS @ 16" O.C. GYPSUM SHEATHING AIR/VAPOR BARRIOR

5/8" GYPSUM WALL BOARD

HAT CHANNELS @ 24" O.C.

3 5/8" METAL STUD.

6" METAL STUD WALL.

5/8" GYPSUM SHEATHING

EXISTING D TO REMAIN.

EXISTING 6" CONCRETE SLAB ON GRADE

Level 2 0"

EXISTING CONCRETE MASONRY FOUNDATION WALL

Level 1 -3' - 4"

A05

Partition Detail Wall SCALE: 1/2" = 1'-0"

A05

Partition Detail SCALE: 1/2" = 1'-0"

EXISTING D

EXISTING CO FOUNDATIO

PATCH EXISTING METAL SIDING.

6'-8"

A07

SCALE: 1/8" = 1'-0" PATCH SIDING

NEW PRECAST LINTEL

REF: A03NEW PRECAST LINTEL

NEW PRECAST LINTEL

NEW WINDOW. NEW WINDOW. REFERENCE DETAIL W4REFERENCE IN DRAWINGDETAILS: 3-A03 W1, W2, & W3 IN DRAWING 3/A03 & DRAWING 3-A04

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

K F

NEW PRECAS

West Elevation K

A07

NEW PRECAST LINTEL NEW PRECAST LINTEL

PATCH SIDING

PATCH EXISTING METAL SIDING.

NEW PRECAST LINTEL NEW PRECAST LINTEL

6'-8"4'-0"

H G East Elevation

6'-8"

8" = 1'-0" CAST LINTEL REF: A03

PATCH SIDING

NEW WINDOW. REFERENCE DETAIL W4 IN DRAWING 3-A03 & DRAWING 3-A04

6'-8"

evation H

NEW PRECAST LINTEL

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

REF: A03

A07

NEW PRECAST LINTEL

CWest Elevation D SCALE: 1/8" = 1'-0"

NEW PRECAS NEW PRECAST LINTEL

PATCH SIDING NEW PRECAST LINTEL NEW WINDOW. REFERENCE DETAILNEW PRECAST LINTEL NEW WINDOW. NEWSIDING. WINDOW. REFERENCE DETAIL NEW WINDOW. PATCH EXISTING METAL SIDING. PATCH EXISTING METAL PATCH EXISTING METAL PATCH EXISTING METAL SIDING. W1, W2, & W3 W4 IN DRAWING 3-A03 NEW WINDOW. REFERENCE DETAIL SIDING.REFERENCE DETAILS: NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 W4 IN DRAWING 3-A03 REFERENCE DETAILS: W1, W2, & W3 W4 IN DRAWING 3-A03 & DRAWING 3-A04 IN DRAWING 3/A03 1 13 3/A03 & DRAWING 3-A04 IN DRAWING 3/A03 IN DRAWING & DRAWING 3-A04

REF: A03

A07

East Elevation REF: A03

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

PATCH EXISTING METAL SIDING.

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

PATCH EXISTING METAL SIDING.

PATCH EXISTING METAL SIDING. PATCH EXISTING METAL SIDING. K

REF: A03

PATCH EXISTING METALDSIDING.

A09

REF: A03

A07

West Elevation SCALE: 1/8" = 1'-0"

REF: A03

4'-0"

REF: A03

A07

A09

D E LIVE R Y B ROOM 3

REF: A03

Level 4

A08

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

ELEVATIONS

3/4"

A08

HOLOW CORE PRECAST CONCRETE

A08

Catwalk Floor Detail SCALE: 1 1/2" = 1'-0"

Level 4 20' - 0"

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

1904

Catwalk Floor Detail SCALE: 1 1/2" = 1'-0"

1904 SHELVING UNITS.

1904

3'-6" 8"

3'-6"

6'-8"

ORTH

6'-8"

Level 2 0" Level 2 0"

A08

OFFICE AND STACKS SECTION SCALE: 1/4" = 1'-0"

6'-8"

Level 3 8' - 0"

IBC COMPLIANT STEEL PLATE STAIRS

OAD

CATWALK

PRELIMINARY

248-658-7777 PHONE 248-658-7781 FAX

NOT FOR CONSTRUCTION

SCALE:

Straub Pettitt Yaste

NOT FOR CONSTRUCTION

850 N SUITE 2 CLAWSON, M

248-658-7777 PH 248-658-7781 FAX

PRELIMINA

CATWALK

NOT FOR CONSTRUCT

IBC COMPLIANT STEEL PLATE STAIRS

3'-6"

IBC COMPLIANT STEEL PLATE STAIRS

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

ROOKS

CLAWSON, M ICHIGAN 48017-1311

6'-8"

HOLOW CORE PRECAST CONCRETE

FAX

UITE

PRELIMINARY

8" 8" Level 3 8' - 0"

CatwE

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

Straub CATWALK 248-658-7777 P e t248-658-7781 titt N C R Y a s t e S 850200

CATWALK

3'-6"

Level 4 Level 3 20' -8'0"- 0"

A08

PHONE

SHELVING UNITS.

SECTIONS

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HOLOW CORE PRECAST CONCRETE

Straub Pettitt Yaste

SHELVING UNITS.

A08

Level 3 8' - 0"

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HOLOW CORE PRECAST CONCRETE

Level 4 20' - 0"

Level 2 0"

SCALE:

RECORD STORAGE

Catw

RECORD STORAGE WAREHOUSE WAREHOUSE MICHIGAN DEPARTMENT OF FILE NO: 472/19173.CDPFILE NO: 472/19173.CDP CORRECTIONS 1780 E. PARNALL ROAD 1780 E. PARNALL RO RECORD STORAGE JACKSON, MI 49201 JACKSON, MI 49201 WAREHOUSE FILE NO: 472/19173.CDP 1780 E. PARNALL ROAD JACKSON, MI 49201

33 Catwalk Floor Detail A08

HOLOW CORE PRECAST CONCRETE

CORRECTIONS

1 1/2"

3/4" 1 1/2"

A08

MICHIGAN DEPARTM A07 MICHIGAN DEPARTMENT OF CORRECTIONS

1 1/2"

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

C E

OFFICE SECTION OFFICE SECTION

6'-8" HIGH DOOR

Catwalk Floor Detail

U NU M

6'-8" HIGH DOOR

L URI BUS E P

U NU M

A08

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

L URI BUS E P

I L

OFFICE SECTION

3/4"

A08

16'

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

STATE OF MICHIGAN

U NU M

NOT FOR CONSTRUCTION

R E TE NTI ON O F F I CE 2

L URI BUS E P

PRELIMINARY

R E TE NTI ON O F F I CE 2

C E

1'-4 5/8"

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

6'-8" HIGH DOOR

OFFICE AND STACKS SECTIONSECTION 11 OFFICE FICE AND STACKS SECTION AND STACKS

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

D E LIVE R Y ROOM 3

6'-8" HIGH DOOR

DNETILOINVERY R ETE O F F IR CEOOM 2

8" HOLLOW CORE DECKS.

Straub Pettitt Yaste

R C U M S P I

AD MI N I S T RA T I V E O F F I CE 4

8" HOLLOW CORE DECKS.

6'-11 3/8"

6'-8" HIGH DOOR

D E LIVE R Y ROOM 3

6'-111'-4 3/8" 5/8"

M A I N O F F I CE 9

R E TE NTI ON O F F I CE 2

6'-11 3/8"

AD MI N I S T RA T I V E O F F I CE 4

6'-8" HIGH DOOR

Level 2 0"

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6'-8" HIGH DOOR

Level 2 0"

Level 4 20' - 0"

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M A I N O F F I CE 9

12 ADMINISA09 T RA T IVE O F F I CE 4

Level 2 0"

HOLOW CORE PRECAST CONCRETE

1'-4 5/8"

M A I N O F F I CE 9

Level 3 8' - 0"

A09

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

A09

6'-11 3/8"

OFFICE SECTION

6'-111'-4 3/8" 5/8"

A08

Level 3 8' - 0"

6'-11 3/8"

Level 3 8' - 0"

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

TUCK POINT EXTERIOR MASONARY WALLS

D E LIVE R Y ROOM 3

6'-11 3/8"

FICE SECTION

3'-6"

TUCK POINT EXTERIOR MASONARY WALLS

AD MI N I S T RA T I V E O F F I CE 4

6'-8" HIGH DOOR

6'-11 3/8"

Level 4 20' - 0"

1904

1'-4 5/8"

Level 20'2- 0" 0"

4'-0"

WAREHOUSE FILE NO: 472/19173.CDP 1780 E. PARNALL ROAD JACKSON, MI 49201

South Elevation SCALE: 1/8" = 1'-0"

NEW PRECA NEW WINDOW. NEW WINDOW. REFERENCE DE REFERENCE DETAIL ETENTION 3/ INRDRAWING IN HOLLOW DRAWINGCORE 3/A03 8" O F F I CE DECKS. 2

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 MICHIGAN DEPARTMENT OF RE3/A03 TE NTI ON IN DRAWING O F F I CE A CORRECTIONS NEW PRECAST LINTEL 2 RECORD STORAGE

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

REF: A03

ROOM

3 South Elevation TUCK POINT EXTERIOR MASONARY WALLS

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

C I

D D E LIVE R Y

A07

DESIGN AND DESIGN CONSTRUCTION AND CONSTRUCTION DIVISIONDIVISION

A07 13

REF: A03

ROBERT C. ROBERT HALL, RA, C. HALL, NCARB, RA,DIRECTOR NCARB, DIRECTOR

A08

A09

NEW PRECAST LINTEL

DEPARTMENT DEPARTMENT OF TECHNOLOGY, OF TECHNOLOGY, MANAGEMENT MANAGEMENT AND BUDGET AND BUDGET STATE FACILITIES STATEADMINISTRATION FACILITIES ADMINISTRATION

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

IN DRAWING 3/A03

NEW PRECAST LINTEL

South Elevation

R C U M S P I

A08

TUCK POINT EXTERIOR MASONARY WALLS

A07

REF: A03

A09

NEW LOUVER K E COORDINATE WITH MECHANICAL AD MI N I S T RA T I V E O F F I CE TUCK POINT EXTERIOR K MASONARY WALLS E 4

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

1'-4 5/8"

A08

1'-4 5/8"

A07

A09

4'-0"

12'-0" 8'-0" A09

C I

REF: A03

8'-0"

11SouthSouth Elevation Elevation

NEW WINDOW. NEW WINDOW. REFERENCE DE REFERENCE DETAIL IN DRAWING 3/ IN DRAWING 3/A03

3/4"

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

NEW PRECA

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

6'-11 3/8"

STATE OFSTATE MICHIGAN OF MICHIGAN

A07

6'-11 3/8"

REF: A03

North Elevation

NEW PRECAST LINTEL

1'-4 5/8"

North Elevation SCALE: 1/8" = 1'-0" REF: A03

NEW PRECAST LINTEL

A09

North Elevation

6'-11 3/8"

8'-0"

NEW LOUVER COORDINATE WITH MECHANICAL

NEW LOUVER NEWA03 PRECAST LINTEL REF: A03 SCALE: 1/8" = 1'-0" REF: COORDINATE H G NEW WINDOW. NEW WINDOW. WITH MECHANICAL REFERENCE DETAILS: W1, W2, & W3 REFERENCE DETAILS: W1, W2, & W3 A D M I N I S T RA T IVE Level 4 IN DRAWING 3/A03 IN DRAWING 3/A03 M A I N O F F I CE M A I N O F F I C E O F F I CE 20' - 0" 6'-8" HIGH DOOR 6'-8" H G HIGH DOOR 9 9 4

levation

8" = 1'-0"

W1, W2, & W3

F NEW LOUVER COORDINATE WITH MECHANICAL

6'-11 3/8"

Level 3A07 8' - 0"A07

NEW WINDOW. REFERENCE DETAILS: REFERENCE IN DETAILS: W1, W2, &3/A03 W3 DRAWING IN DRAWING 3/A03

NEW LOUVER COORDINATE WITH MECHANICAL

1'-4 5/8"

NEW PRECAST LINTEL

NEW PRECAST LINTEL NEW WINDOW.

4'-0"

8" = 1'-0"

NEW PRECAST LINTEL

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

A09 8'-0"

NEW PRECAST LINTEL

Elevation

A08

4'-0"

12'-0" 8'-0"

4'-0"

12'-0"

Level 4 20' - 0"

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

A07

REF: A03

A08

A09

A07 PATCH EXISTING METAL SIDING.

22WestWest Elevation Elevation

A08

East Elevation

12'-0"

A07

12'-0"

8" = 1'-0"

REF: A03

NEW PRECAST LINTEL

evation

PATCH EXISTING

PATCH EXISTING METAL SIDING.

INFILL MASONARY WALL

4'-0"

PATCH NEWSIDING PRECAST LINTEL

ECAST LINTEL

PATCH EXISTING METAL SIDING. INFILL MASONARY WALL

INFILL MASONARY WALL

PATCH EXISTING METAL SIDING.

4'-0"

INFILL OPENING

PATCH EXISTING METAL SIDING.

INFILL OPENING

6'-8" 4'-0"

PATCH EXISTING METAL SIDING. INFILL OPENING

4'-0"

INFILL OPENING

IBC COMPLIANT STEEL PLATE STAIRS

SECTIONS

19 A08

A08

2'-8"

PAPER TOWEL DISPENSER

4'-0"

3'-2"

FLOOR MOUNTED TOILET

T.P. DISPENSER

1'-3"

3'-6" 2'-10"

GRAB BARS

1'-3"

A09

Elevation 2-A

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

REF: A04

A09

Elevation 2-B

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

A09

REF: A04

Elevation 2-C SCALE: 1/4" = 1'-0"

REF: A04

Elevation 2-D

A09

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

A09

REF: A04

PAPER TO DISPENS

6" 1'-6"

MIRROR

T.P. DISPENSER

2'-10"

1'-8"

Elevation 1-A

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

REF: A04

Elevation 1-B

A09

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

REF: A04

A09

Elevation 1-C SCALE: 1/4" = 1'-0"

REF: A04

EXPANTION JOINT COVER FASTEN TO CONCRETE

CATWALK PLANKS

MAX 1"

GROUT CORES SOLID ALONG EXPOSED EDGE. 8" HOLLOW CORE PLANKS

6 1/4" 3 1/2"

W16x40

FILL VOID WITH MINERAL WOOD INSULATION

W16x40

7/8"

1'-11" MAX.

3 5/8"

20 x 12 DUCT

8'-0"

1'-4 5/8"

12 x 20 DUCT CATWALK SUPPORT STRUCTURE TYPICAL

1'-4 5/8"

Level 3 8' - 0" 8'-4"

Level 3 8' - 0"

5/8"

3 5/8"

1'-11" MAX.

3 1/2"

9 1/2"

2'-4 1/4"

4 1/2"

4 7/8"

3'-4 1/4" 8"

6" METAL STUD @ 16" O.C. 5/8"

6.21

10 A09

Soffet Section

SCALE: 1 1/2" = 1'-0" REF: A04

4 7/8"

5/8"

5/8" GYPSUM ON 3 5/8" METAL STUD @ 16" O.C.

TO CONCRETE SLAB

11 A09

Soffet Exterior Wall Section SCALE: 1 1/2" = 1'-0" REF: A04

6.21 Level 3 8' - 0"

Level 2 Existing 8' - 0"

APPROX 1'-6" SAWCUT EXISTING CONCRETE SLAB

VERIFY WITH LIFT MANUFACTURER

5" Â± 6" TAPE NEW VAPOR BARRIER TO EXISTING OVERLAP MIN 4"

4" - 6"

4" MIN GRANULAR FILL

#4 DOWELS @ 24" O.C. MIN 6" INTO EXISTING SLAB. SET WITH EPOXY. MIN 12" INTO NEW SLAB.

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Level 2 0"

6x6 W2.1 WWF

A09

6X6 W21 WWF

NEW VAPOR BARRIOR.

6 7/8"

4'-7 1/8"

COMPA

12 A09

Section 1

SCALE: 1 1/2" = 1'-0" REF: A04

14 A09

Cart Lift Secion - Callout 1 SCALE: 1 1/2" = 1'-0"

13 A09

Cart Lift Secion SCALE: 1/2" = 1'-0"

REF: A04

GENERAL NOTES

Elevation 3 - A SCALE: 1/4" = 1'-0"

REF: A04

FRIDGE BY OWNER

Level 3 8' - 0"

3'-0"

FILL VOID WITH MINERAL WOOD INSULATION EXISTING CONCRETE SLAB

2'-0"

2'-8"

A10

Casework Elevation

A10

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

Level 2 0"

A10

Casework Section SCALE: 1/2" = 1'-0"

A10

SEALANT ALL SIDES @ FRAME CONT

1904

CORRIDOR SIDE

FOR OPENINGS WIDER THAN 5'-0" PROVIDE (2) 6" DEEP STUDS WITH TOP AND BOTTOM RUNNER. SECURE TO STUDS AT EA END 1/2" TYP EACH SIDE

- WWF 6X6 W21

1/4" CLEAR 1/4" CLEAR 6 7/8"

No Threshold D4 No Threshold D4 No Threshold D4 No Threshold D4 4'-7 1/8"

D3 D3 D3 D3

No Rating No Rating 45 MIN 45 MIN 5"

COMPACTED GROUND

13 A09

Cart Lift Secion SCALE: 1/2" = 1'-0"

REF: A04

SEE EXTERIOR AND INTERIOR SEALANT ALL ELEVATIONS SIDES @ FRAME

2 A09

ELEVATIONS AND DETAILS

5/8"

Door Details

3' - 0" 3' - 0" 3' - 0" 3' - 0"

7' - 0" 7' - 0" 6' - 8" 6' - 8"

G G F F

HM HM HM HM

OPENING WIDTH

HEAD HEIGHT 6'-10"

REMOVABLE MULLION

CMU LINTEL WITH (2) # 5 BARS GROUTED SOLID, TWO 8" MINLEAVES BEARING, EA SIDE

RECORD WAREHO FILE NO 1780 E ONEJACKSO LEAF

1904

FRAME 2 - SEE SCHEDULE

DOOR - SEE SCHEDULE

D2 - CMU HEAD DETAIL

GLASS 1" CLEAR INSUL 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1" CLEAR INSUL 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1" CLEAR INSUL -

D3 - METAL STUD JAMB DETAIL

MECHANICAL 200 MECHANICAL 201 LIFT 1 1/2" = 1'-0"202 A10CARTSCALE: CART LIFT 203 Level 2 Existing: 4 TOTAL DOORS: 21

MICHIG CORRE

OPENING WIDTH

SEE FLOOR PLANS FOR PARTITION TYPE

TWO LEAVES

CONT

D4 - METAL STUD HEAD DETAIL

PRELIMINARY

8'-0"

PRECAST CONCRETE LINTEL

2" 2"

FIRE RATING No Rating No Rating 45 MIN No Rating 45 MIN No Rating No Rating No Rating No Rating No Rating No Rating No Rating No Rating No Rating 45 MIN 45 MIN

DOOR WIDTH

SILL

FRAME - SEE SCHEDULE

SEE PLANS

THRESHOLD ALUM No Threshold No Threshold No Threshold No Threshold ALUM No Threshold No Threshold ALUM ALUM No Threshold No Threshold No Threshold ALUM No Threshold No Threshold

HEAD HEIGHT 6'-10"

GLASS - SEEFLUSH DOOR VERT-LIFT DOOR FLUSH DOOR ELEVATIONS FOR W/ HALF LITE FRAME HDWE TYPE, GT-05 UNO TYPE MATERIAL FINISH GLASS SET REMARKS 2 Metal - Painted - Grey 1 INSULATED DOOR DOOR SCHEDULE 2 HM Metal - Painted - Grey 2 "R" REVISED DOOR, "N" NEW DOOR 2 HM Metal - Painted - Grey 3 S t r4a u b 1 HM Metal - Painted - Grey DELETED DOOR(S): NONE GROUT FRAMES 1 HM Metal - Painted - Grey - P e 5t t i t t 850 NORTH CROOKS ROAD SOLID. 2 HM Metal - Painted - Grey - Y a 2s t e SUITE 200 JAMB VIEW CLAWSON, M ICHIGAN 48017-1311 OPENING SIZE DOOR 1 HM Metal - Painted - Grey 4 OPNG # ROOM NAME WIDTH HEIGHT TYPE MATERIAL FINISH 1 HM Metal - Painted - Grey 6 248-658-7777 PHONE FAX RETENTION OFFICE 100 6' - 0" 6' - 6" G HM 1 HM Metal - Painted - Grey 7248-658-7781 INSULATED DOOR RETENTION OFFICE 101 6' - 0" 6' - 8" G ACOUSTIC HM 1 HM Metal - Painted - Grey 8 INSULATION TO RECORD STORAGE 102 6' - 0" 6' - 8" G MATCH HMPARTITION 1 HM Metal - Painted - Grey 6 MAIN OFFICE 103 3' - 0" 6' - 8" G HM 1 HM Metal - Painted - Grey 4 DELIVERY ROOM 104 3' - 0" 6' - 8" F HM 1 HM Metal - Painted - Grey 5 BACK TO BACK ADMINISTRATIVE OFFICE 105 6' - 0" 6' - 8" G DOUBLE HM STUDS 1 HM Metal - Painted - GreyNOT -FOR CONSTRUCTION 9 INSULATED DOOR ADMINISTRATIVE OFFICE 106 3' - 0" 6' - 8" F WITHHM 1 HM Metal - Painted - Grey 10 VERT-LIFT DOOR RUNNER ON BATHROOM 107 3' - 0" 6' - 8" F OPENING HM SIDE 1 HM Metal - Painted - Grey 10 VERT-LIFT DOOR SECURED TO EA ENTRY VESTIBULE 108 3' - 0" 6' - 6" G OTHER HM @ 16" OC OVERHEAD DOOR ADMINISTRATIVE OFFICE 109 3' - 0" 6' - 8" G HM DOWEL NEW SLAB INTO EXISTING SLAB 4 @ 24" O.C. ADA BATHROOM 110 3' - 0" 6' - 8" F INSULATION HM AT WALLS MAIN OFFICE 111 3' - 0" 6' - 8" G RESTROOM HM 1 HM Metal - Painted - Grey 4 BREAK ROOM 112 3' FINISH - 0" FACE 6' - 8" G ONLY. HM 1 HM Metal - Painted - Grey 4 OF ADJACENT RECORD STORAGE 113 3' WALL - 0" WHERE 7' - 2" G HM 1 HM Metal - Painted - Grey 10 VERT-LIFT DOOR CART LIFT 114 3' APPLICABLE - 0" 6' - 8" F HM 1 HM Metal - Painted - Grey 10 VERT-LIFT DOOR CART LIFT 115 3' - 0" 6' - 8" F HM WLF DELIVERY ROOM 116 8' - 0" 8' - 0" Level 1 Existing: 17

10/10/2019 9:43:15 AM

HM HM14 A09 HM HM

GLASS 1" CLEAR INSUL 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1" CLEAR INSUL 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1" CLEAR INSUL -

DETAILS HEAD JAMB D2 D1 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D2 D1 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3

C:\Users\JonTurner\Documents\1904_Sra_Files_Storage_turnerjl1.rvt

G G F F

DOOR FINISH -

FOR PARTITION TYPE

5/8"

DOOR HEIGHT

OPENING SIZE # WIDTH HEIGHT TYPE MATERIAL 6' - 0" 6' - 6" G HM 6' - 0" 6' - 8" G HM 6' - 0" 6' - 8" G HM 3' - 0" 6' - 8" G HM 3' - 0" 6' - 8" F HM G HM LIFT6' - 0" 6' - 8" RER 3' - 0" 6' - 8" F HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 6" G HM 3' - 0" 6' - 8" G HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 8" G HM 3' - 0" 6' - 8" G HM 3' - 0" 7' - 2" G HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 8" F HM 8' - 0" 8' - 0"

FOR OPENINGS WIDER THAN 5'-0" PROVIDE #4 BAR OPENING STIRRUPS @ 8" OC WIDTH MAX , GROUT COURSE ABOVE LINTEL SOLID

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 1780 E. PARNALL ROAD 1 JACKSON, MI 49201

STC-50 MIN

INSULATION AT RESTROOM WALLS ONLY. OPENING SEE FLOOR PLANS WIDTH

OPENING WIDTH 6" 6"

METAL STUD WIDTH RUNNER, RETURN UP AND SECURE TO STUDS @ EA END

MICHIGAN DEPARTMENT OF ONE LEAF CORRECTIONS

OPENING HEIGHT

2" OPENING HEIGHT

TWO LEAVES

REMOVABLE MULLION

GLAZING TYPE (SEE 088000) HOLLOW METAL THRESHOLD/TRANSITION

F R AM E TY P E S

3'-6"

FLUSH DOOR

7' - 0" 7' - 0" 6' - 8" 6' - 8"

GT HM TR

SEE SCHD

1/2" MIN

FLUSH DOOR W/ HALF LITE

TWO LEAVES

ALUM ALUMINUM SCALE: 1/2" = 1'-0"

D O OR T Y P E S

OPENING HEIGHT

OPENING WIDTH

2" SEE EXTERIOR AND INTERIOR ELEVATIONS

11'-0"

OPENING HEIGHT

OPENING WIDTH

OPENING HEIGHT

4 7/8"

OPENING WIDTH

4 7/8"

OPENING HEIGHT

OPENING WIDTH

Casework Elevation ABBREVIATIONS

4 7/8"

OPENING WIDTH 6" 6"

3'-6"

1'-0"

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

F R AM E TY P E S

3' - 0" 3' - 0" 3' - 0" 3' - 0"

1. ADD "ADA" PUSH BUTTON TO DOOR REFER TO PLAN FOR LOCATION. 2. ADD "KEY READER" TO DOOR REFER TO PLAN FOR LOCATION. REFER TO SECURITY DRAWINGS. 3. DOOR SIZE TO ALIGN WITH EXTERIOR MULLIONS/GLAZING. COORDINATE FINAL SIZE. 4. PAINT EXTERIOR SIDE OF DOOR AND FRAME TO MATCH ADJACENT METAL SIDING. 5. PROVIDE FLOOD PLANKING 6. SEE EXTERIOR ELEVATIONS FOR FRAME TYPE/ELEVATION. 7. INSULATED EXTERIOR DOOR. 8. DOOR TO ALWAYS BE LOCKED W/ KEY (INSIDE STAIR). 9.2'-0" SMOKE EVACUATION DOOR (TIE TO POWER AND2'-6" FIRE± ALARM SYSTEM). 2'-0" 2'-8" 10. PAINT EXTERIOR SIDE OF DOOR AND FRAME TO MATCH ADJACENT METAL SIDING. 11. KEYPAD DOOR6'-8" HARDWARE FOR HOME TEAM. 12. DOOR SIZE TO ALIGN WITH EXTERIORMULLIONS/GLAZING. COORDINATE FINAL SIZE. 13. PAINT PUBLIC SIDE OF DOOR AND FRAME TO MATCH ADJACENT ACCENT WALL.

6X6 W21 WWF

Slab joint detail

4 1/2"

3'-0"

6'-8"

OVEN BY OWNER REMARKS

NEW CONCRETE SLAB

#4 DOWELS @ 24" O.C.

2'-6" ±

2'-0"

OPENING HEIGHT

Level 2 0"

OPENING HEIGHT

3'-0"

1'-6" 4"

A09

REF: A04

OPENING HEIGHT

TOASTER OVEN BY OWNER

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

JAMB VIEW

THRESHOLD ALUM No Threshold No Threshold No Threshold No Threshold ALUM No Threshold No Threshold ALUM ALUM No Threshold No Threshold No Threshold ALUM No Threshold No Threshold

DETAILS HEAD JAMB 7SILL 3/4" D2 D1 D4 D31/4" D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D2 D1 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3

GROUT FRAMES SOLID

FIRE RATING No Rating No Rating 45 MIN No Rating 45 MIN No Rating No Rating No Rating No Rating No Rating No Rating No Rating No Rating No Rating 45 MIN 45 MIN 2"

MICROWAVE BY OWNER

Elevation 1-D

A09

3/4"

REF: A04

OPENING WIDTH

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

3'-0"

Elevation 1-C 2'-0"

OPENING HEIGHT

-6"

A09

REF: A04

1'-6" 3/4" 1'-5" 3/4"

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

1'-6" 3/4" 1'-5" 3/4"

3'-0"

2'-10"

FLOOR MOUNTED TOILET.

Level 3 8' - 0"

Elevation 1-B

A. ALL HOLLOW METAL FRAMES SHALL BE GROUTED SOLID. B. INSTALL EXTERIOR FRAMES WITH 1/4 INCH SHIM AND JOINT SEALANT AROUND PERIMETER OF FRAME. C. MASONRY LINTELS AND STEEL LINTELS ARE INDICATED ON STRUCTURAL DRAWINGS. D. GLASS TYPES FOR DOORS ARE INDICATED IN NOTES COLUMNS OF DOOR AND FRAME SCHEDULE OR IN SPECIFICATIONS. GLASS TYPES FOR FRAMES ARE INDICATED ON FRAME ELEVATIONS OR IN SPECIFICATIONS. E. EXTERIOR WINDOW FRAME TYPES ARE INDICATED ON FLOOR PLAN WITH HEXAGON SYMBOL. F. OVERHEAD COILING DOORS, GRILLES AND SECTIONAL DOORS WIDTH H AND HEIGHT DIMENSIONS INDICATED IN DOOR AND FRAME SCHEDULE REPRESENT FURNISHED OPENING SIZE. CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER. G. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES. H. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAINWALLS AS REQUIRED FOR FRAME AND STRUCTURAL DEFLECTION. I. SEE SPECIFICATIONS 087100 HARDWARE FOR HARDWARE SET NOTED IN DOOR SCHEDULE. J. MAX AIR LEAKAGE RATE FOR DOORS TO BE 0.2 CFM/SF K.2'-0" REFER3/4" TO FLOOR PLANS FOR PARTITION TYPES. L. ALL DOORS TO BE 1 3/4" THICK UNLESS NOTED OTHERWISE. M. DOOR OPENING SIZES ARE INSIDE FRAME DIMENSIONS. N. ALL HOLLOW METAL FRAMES TO BE 2" THICK UNLESS NOTED OTHERWISE. MICROWAVE FRIDGE O. PROVIDE DOOR SILENCERS AT ALL FRAMES WITH STOPS (3 PER LEAF). BY OWNER BY P.OWNER ALL DOORS AND FRAMES TO BE CUSTOM COLORED TO MATCH COLOR INDICATED. Q. REFER TO FINISH LEGEND/KEY ON A-621 FOR FINISHES. TOASTER

SEE PLANS

1'-6" 3/4" 1'-5" 3/4"

3'-0"

PAPER TOWEL DISPENSER

HM HM HM HM

FRAME H FINISH GLASS Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey -NOT Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey -

HM HM HM HM

Metal - Painted - Grey DOOR S Metal - Painted - Grey Metal - Painted - GreyDETAILS Metal - Painted - Grey -

TYPE MATERIAL BULLNOSE 2 CORNER, TYP, 2 HM EXCEPT AT 2 HM ADJACENT WALLS

1 1 2

HM HM HM

FINISH FACE 1 HM OF ADJACENT 1 WHERE HM WALL APPLICABLE 1 HM

1 HM GROUTED SOLID, FULL 1 HEIGHTHM 1 1 1 1

PRE

D1 - CMU JAMB DETAIL 1/4" CLEAR 1/4" CLEAR -

No Threshold No Threshold No Threshold No Threshold

D4 D4 D4 D4

D3 D3 D3 D3

No Rating No Rating 45 MIN 45 MIN

1 1 1 1

Abstract This thesis establishes a foundational understanding of current autism-friendly design approaches and conceptualizes new methods in research and design. Early on in the research an intimate connection between architecture and occupant wellness is established. Which is then applied from the perspective of occupancy driven design tactics. Specifically focusing on people with Autism Spectrum Disorder (ASD), the research constructs an inclusive framework that can be used as a design instrument that guides architectural decision making or as an analytical tool for reviewing precedent studies. Lastly, this framework is implemented in a design proposal that tests and demonstrates applications. An autism-friendly design approach places emphasis on inclusive design practices, evidence-based architecture, intentional spatial construction, and occupant wellness allowing architecture to respond to the intimate needs of occupancy.

Neurodiversity in Architecture

Confronting the Agency of Autism Within the Built Environment

This thesis was developed within the masters of architecture graduate program at the University of Detroit Mercy and won the The 2020 Bruno Leon Top Architectural Thesis Award. Project scope, research methods, area of interest, and depth of research were all student driven and assessed by the graduate professors & external jurors.

Chapters 01

Typological Analysis

Understanding Occupancy

Sensory Spaces

Meaning in Home

Immersion Environments

Review of Expert Approaches

Synthasis into Framework

Case Study Analysis

Universal Design Discussion

Conceptual Building

Reflection

References & Figures

Building Proposal Concept Statement The objective of the proposed building will be to structure an integrated experience through spatial design and programmatic functions. This facility fosters an approach to autism-friendly design that integrates people with ASD and the general population. In turn, this creates an environment that advocates for an educational awareness and understanding of ASD through programmatic prescriptions and specific design strategies. To achieve this integration of occupancy, the programmatic functions need to include a public attraction, occupational component for people with ASD, and educational elements. Additionally, the manifestation of autism-friendly design strategies will be interwoven with neuro-typical spaces as a reflection of the intended occupancy. This will test and demonstrate concepts found in the research, which will serve as an example of how these findings can be applied.

This section of the portfolio will focus on the building that was designed to embody the thesis research and demonstrate design practices that incorporate autism-friendly design practices. Professor Wladek Fuchs - Advisor Magda Mostafa - External Advisor

Site Location The site includes a historically designated 8,000 SF Googie Style building that was constructed in 1971 by African-American Detroit architect Nathan Johnson. Originally opening as Stanley Hong’s Mannia Café, the existing building features a prominent façade along the south and west elevations and an expressive main entry, both of which are specified to be preserved. Located in the Milwaukee Junction Neighborhood, the site is zoned for mixed-use and surrounded by parking lots, smallscale industrial, and residential properties.

As-Built Massing Diagram

As-Built South Elevation The selected site for this design proposal was chosen to take advantage of an existing network of assets in the surrounding area that are dedicated to educating, diagnosing, and treating children with ASD. Situated on the threshold between a dense urban center and the suburbs, this site provides an accessible geographic location.

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Project Location : Detroit Michigan

Legend 1) Bus stop & QLINE Access 2) Detroit Amtrack Transit Station 3) University Pediatriciands Autism Center 4) DMC Harper Hospital 5) Childrens Hospital of MI Specialty Center 6) Henry Ford Hospital 7) Henry Ford Autism Center

Asset/Location Map

Figure-Ground Diagram

Program & Proposed Layout The design solution incorporates an intimate connection with Wayne State which allows for a collaborative partnership that adds to the existing network of education, research, treatment, and outreach for people with ASD. This is embodied in the programming of the facility. Which is specified as -

Sensory CafĂŠ â&#x20AC;&#x201C; Restaurant Public Gallery Fitness Center Community Resource Center Art Studios And a Roof-deck Sculpture Garden

These programmatic components respond to the design approach as well as research findings, placing emphasis on the interaction between programmatic articulation and architectural form.

Exterior Perspective - Proposed Building

Site Plan

West Elevation PRODUCED BY AN AUTODESK STUDENT VERSION

Conceptual Exterior Perspective

Program: - Art Studio

- Community Resource Center

- Art Gallery (Second Floor)

- Fitness Center

- Public Art Gallery

Exploded Axonometric`

- Sensory Café – Restaurant 29

SENSORY SPACE

GROUP FITNESS ROOM

MEN'S LOCKER ROOM

WOMEN'S LOCKER ROOM

CARDIO

GYM ENTRY AND RECEPTION

FREE WEIGHTS

WOMEN'S LAV.

Sensory Space MEN'S LAV.

RESISTANCE TRAINING

COMMUNITY ENGAGEMENT CENTER

ELEVATOR

Cardio Training

ELEVATOR UP ART GALLERY

WOMEN'S LAVATORY

PANTRY

WALK IN FRIDGE/ FREEZER

MEN'S LAVATORY

BACK OF HOUSE

CARE - RESTAURANT

Cafe View First Floor Plan

GALA-CAFE

OFFICE / WORKSHOP

COLLABORATIVE ART STUDIO GROUP WORK ROOM

LEAD MANAGERS OFFICE / WORKSHOP

Collaborative Art Studio DN

PRODUCED BY AN AUTODESK STUDENT VERSION

INDIVIDUAL OFFICE / WORKSHOP

COMMUNITY RESOURCE CENTER

ELEVATOR

MANAGEMENT OFFICES

CONFERENCE / WORKSHOP

Elevator

DN GALLERY - CAFE CONT.... LOUNGE SPACE?

SENSORY ROOM

Workshop - Conference Room

ROOF DECK

SCULPTURE GARDEN

Roof Deck - Sculpture Garden

Second Floor Plan

Bridging the Gap This building prioritizes engagement with surrounding communities, students, and people with ASD. It additionally serves as a pillar for the community that advocates connection, communication, and education. Through the construction of a gradient of autism-friendly environments, a diverse range of spaces and programmatic functions create an inclusive environment where the general population and people with ASD can interact.

Section Perspective - Residential 34

Site Perspective

West Elevation

INTEGRATED

Professor James Leech & Kristin Nelson

To design a fully integrated building coordinating structural, mechanical, and environmental systems into one cohesive building. This juxtaposition between Detroit Mercy and the Fitzgerald community creates the potential for shared and multipurpose spaces both to foster interaction and build community among constituent user groups. An architecture that protects and enhances the environment while contributing to human health and wellness. Through the implementation of sustainable environmental strategies and building practices.

Site & Building Footprint

Circulation Spaces

Fenestration and Finishes Programmatic Massing Faรงade Articulation Schematic Massing Diagram

Interior Perspective - Second Floor Residential 36

Third & Fourth Typical Floor Plan

Second Floor Plan

First Floor Plan 37

5 1

Second Floor - Market

4 Detail Section Key Notes 1) Roof Construction EPDM Membrane Rigid Insulation Dowel Laminated Timber 2) Typical Floor Construction Concrete Decking Hydrofoam Radiant Heating System Dowel Laminated Timber 3) Exterior Wall (Residential Units) Cembrit Rain Screen Cladding System Continuous Thermal Break Rigid Insulation SIP Wall Construction Interior Finish Material Gypsum Wall 4) Exterior Wall (Public Facade) Perforated Metal Panel - Solar Shade Aluminum Store Front System 5) Photovoltaic System

Detail Section

Section Perspective - Market

Interior Perspective - Bar 40

Furniture Plan

INTERIOR DESIGN

Professor Syed Ahsan

This project allowed for complete control of interior design including ceiling height, lighting, furniture, and construction of additional elements. The only stipulation was that nothing can be taken away from the provided floor plan. There was close attention to paths people would take through this ground floor. Ceiling heights were used to express a change in program and give a sense of containment in lounging areas. 41

Floor Finish Plan

Interior Perspective - Reception

Site Plan

West Elevation

East Elevation

LAKEVIEW HOTEL

Professor Syed Ahsan

The design problem was to create a hotel that would take full advantage of the view and follow building codes. With a site location that was centered around a vacant piece of property near an airport in Bay city Michigan. There are multiple programs that function within this hotel including a restaurant, banquet hall, and back of house hotel services. 45

First Floor Plan

First Floor Enlarged Plan - Entrance/Lobby

Exterior Perspective

Rendered Site Plan

GEOGRAPHICAL INTEGRATION

Professor Claudia Bernasconi

A design project about placing two duplexes on a residential site in Cincinnati. The context, communal spaces, integrating the building with the site, and addressing the view were all priorities in the design process. The intention behind this design was to create a centralized courtyard there the surrounding buildings would frame the communal space. A lifted structure would reach towards a lower embedded unit and create a interlocking relationship. The parking would overlook the site serving as the first 49 entry point and providing an uninterrupted view of the city.

Conceptual Massing Perspective

Exterior Perspective - Street View

Structure Detail 51

Unit 1 - Second Floor Plan

Unit 2 - Second Floor Plan

Unit 1 - First Floor Plan

Unit 2 - First Floor Plan

Exterior Perspective - Courtyard

2019 Summer Design Fellowship Shepley Bulfinch Competition Submission

SELECTED WORKS

- Jonathan Turner

This section is composed of sketches, renderings, and photos from an assortment of different projects I have been apart of. To display a diverse depth of skills and interests that are always being improved. 55

CANOPY -

PROVIDING LIGHTING AND ACOUSTICAL CONTROL WITHIN THE SPACE.

SPEAKER PROVIDING AUDITORY AMBIENCE SURROUNDING THE INSTILLATION.

STRUCTURAL SUPPORTS.

PERFORATED THRESHOLD ENCOURAGING INTERACTION, SENSORY STIMULATION, AND DYNAMIC SIGHT-LINES.

Experimental Instillation The intent of this installation was to design spaces for the wellness of those with Autism Spectrum Disorder in a higher education environment. Many students with ASD reported that on campus they wanted more accommodations, such as increased awareness of what ASD is, more sensory spaces on campus to recharge, and more acceptance of self-stimulatory behavior. This also correlates with the research findings that architecture can improve the attention span, behavioral temperament, and response time of those with ASD. Sensory stimulation can calm them down when factors such as acoustics, lighting, and tactile aspects are considered. This installation engages with these factors to create a space for all people to enjoy, but is specifically designed with ASD students in mind to recharge their senses. 56

INFORMATION BOARDS THE INTENT OF THE INSTILLATION

Stereoscopic Panorama Immersive technologies were investigated as an additional layer to this study requiring that each room include an immersive 360Â° rendering. This exploration allowed for aspects of spatial design and perception to be viewed through the lens of virtual reality technologies. Starting with one of the foundational aspects of virtual reality, the stereoscopic panorama grid [figure ##] structures a specific aspect ratio and layout allowing flat images to be mapped on a sphere. A variety of grid layouts allow for the creation of various environments and settings. Modern architectural modeling and rendering programs are capable of generating immersive imagery that can be viewed from any smartphone. Through immersive technologies conceptual spaces can be viewed and experienced, allowing for architects and clients to further develop and refine the built environment.

Phase One The first room in this sequence is staged as a controllable environment that adheres to autism-friendly design strategies. Through the use of adjustable lighting, an adaptable layout, and moveable furniture. A dynamic nature within this space creates an adaptable environment that responds to occupancy. Additionally, simple unambiguous spatial expression allows for a sense of occupant comfort and expectation within the environment. Granting occupants a sense of order and consistency as they define use and ambiance within the room.

Phase Two The second group therapy room introduces daylighting through the form of a central skylight. This allows for natural light to enter the space with minimum visual distractions and creates a dynamic uncontrollable element within the room. An accent wall with decorative acoustical paneling serves as a defining feature, grounding a directional style of organization. Although the room still includes autism-friendly elements these adjustments in form and expression shift the power of spatial definition away from the occupants.

Phase Three The third room in this series primarily features a direct connection with exterior conditions through four windows to a busy street, this creates a visual and auditory distraction from interior therapy activities. The ability for interior subdivisions within the room has been removed and replaced with a central shared workstation. Changing the room dynamic to functioning as one shared space that encourages social interaction and self-awareness/management.

Exterior Perspective - Rolling Garden

Vertical Studio Project - Winter UDM 2019 60

North Elevation - Enlarged

South Elevation - Enlarged 61

Exterior Perspective - Main Entry

Interior Perspective - Cafe over Lobby

Interior Perspective - Office

Section63 A

Jonathan Lawrence Turner Assoc. AIA (810) 614-1259

5082 Edinger Ave. Huntington Beach, California 92649

www.linkedin.com/in/JonLTurner

Education:

Skills:

University of Detroit Mercy • M.Arch - April 2020 3.79 GPA • B.Arch - April 2019 3.61 GPA Oakland Community College • A.Arch - April 2017 3.45 GPA

• AutoCAD

• DIALux

• Sketch-up

• 3Ds Max

• Rhino

• Illistrator

• Autodesk Revit

• Microsoft Office

Interests:

• Photoshop

• V-Ray

• InDesign

• Bluebeam Revu

• Lumion

• Navisworks

• Sefaira

• Bim 360

• • • •

JonTurner385@Gmail.com

Technical Drafter & Project Assistant

Parametric Design Building Theory Inclusive design practices Evidence-based architecture

• NCARB Record #851505

23%

Professional Experience BRION JEANNETTE ARCHITECTURE - Newport Beach, CA Intermediate Technical Drafter & Project Assistant - June 2020 - Feb. 2021 • • • • •

Gather requirements and data for potential and ongoing projects. Such as: zoning code, HOA design standards, city/HOA submittal requirements, CBC/CRC, etc..) Draw detailed and rough scale plans for structures, based upon preliminary concepts, sketches, and other provided data. Work closely with architects and project managers to prepare fully-detailed architectural drawings & respond to city comments to acquire plan approval. Coordinated with consultants to prepare necessarry documents for submittals. Coordinate with city to submit & pick up plans for plan check review. As well as perform over the counter review for construction revision submittals.

STRAUB PETTITT YASTE ARCHITECTS - Clawson, MI Architectural Intern - Apr. 2019 - Mar. 2020 • • • • • •

Contact: Rick Mann (248) 658-7777

Contacted with and discussed architectural projects with clients Prepared cost estimates for project construction Organized client meetings and prepared documents for meetings Analyzed and documented existing site and building conditions for new projects Drafted full project documentation for large scale commercial projects Coordinated with engineering consultants for the creation of mechanical, electrical, and structural documents

DETROIT MERCY FACILITIES DEPARTMENT - Detroit, MI Architectural Intern - Sept. 2017 - Apr. 2019 • • • •

Contact: Bonnie Jeannette (949) 645-5854

Contact: Rodney Warren (313) 993-1240

Met with clients and facilitated the establishment of project scope Drafted full construction documentation for renovation projects Communicated with bidders, prepared documentation for RFIs, and the selection of the contractor Supervised construction by assessing quality, completeness, and solving issues as they arose

DETROIT MERCY TEACHING ASSISTANT - Detroit, MI TA for VisCom - Aug. 2018 - Mar. 2020

Contact: Bryan Shisakly (586) 879-3223

GCI INVESTMENTS COMPANY LTD - Oakland, MI Carpenter/Handyman - Apr. 2015 Aug. 2017

Contact: Doug Otero (248) 390-1976

• • •

Taught several classes covering skills in Auto-Cad, Revit, 3ds Max, and V-ray Effectively assisted undergraduate (UG) students with understanding of material covered in class Met with UG students on a flexible schedule and provided supplemental instruction outside of class

Responsible for all tasks related to the demolition and renovation of residential housing projects Assisted in the construction of new elements such as custom casework, staircases, walls, decks, and sidewalks Individually performed instillation of furnishings and finish materials