Michael Rey Portfolio 2019

MICHAEL REY PORTFOLIO

michael rey / portfolio

curriculum vitae

2

NAME

MICHAEL REY

BIRTHDAY

10/27/1994

CONTACT

mfr13@my.fsu.edu 954-651-3678 216 DIXIE DRIVE APT F6 TALLAHASSEE, FL 32304 www.linkedin.com/in/michael-f-rey

curriculum vitae

EDUCATION: AUG 2009 - MAY 2013

EXPERIENCE: HIGH SCHOOL DIPLOMA Western High School Davie, FL

OCT 2017 - PRESENT

DESIGNER Dodstone Architects Tallahassee, FL

SKILLS: AUG 2013 - DEC 2016

B.S. MANAGEMENT Florida State University Tallahassee, FL

ARCHICAD REVIT ILLUSTRATOR

JAN 2017 - MAY 2019

INDESIGN

M. ARCH Florida A&M University Tallahassee, FL

LUMION PHOTOSHOP SKETCHUP MS OFFICE

INTERESTS:

AWARDS: AUG 2013 - DEC 2016

JAN 2017 - AUG 2018

DEAN’S LIST Florida State University 5 NCARB ACCREDITATION PROJECT SELECTIONS Florida A&M University

carpentry football technology classic cars

3

michael rey / portfolio

4

railroad square art pavilion

table of contents

table of contents academic

professional

personal

6 8 10 12 14 16 18 19 20 21 22

LAKE HOUSE RAILROAD SQUARE ART PAVILION THE LOFTS ON WEST GAINES MIDWESTERN UNIVERSITY OF THE ARTS SOUTHSIDE VOCATIONAL URBAN INTERVENTION CAPITOL ELEVATOR PROJECT ST. PETER’S COFFEE KIOSK FCCU BLAIRSTONE DFS OFFICE BUILDING WOODWORKING

5

michael rey / portfolio

LAKE HOUSE SPRING 2017 A getaway designed in the eyes of a famous architect, the Lake House was inspired by the early residential masterpieces of Richard Rogers. The undulating floor plan and roof pitches create interest in the elevations, while crafting a scenic pathway through the home that brings the guest closer to the waterfront with each step, culminating with the artist studio before reaching the boathouse. Each element of the design was meant to compose a journey for the user, creating a piece of architecture that would reflect back upon the residents.

6

patio

lake house

bay view

plan view

/HYHO

living room

7

michael rey / portfolio

ART PAVILION SPRING 2017 Revitalizing the arts district of Tallahassee by means of a new arts pavilion allows the current residents of the area to still have stake in their spaces. The project was given a biomorphic theme, tree bark, and then released to flourish within the existing framework of the art park. Views of the nearby pond were framed by the mirrored art galleries, creating a serene perspective for both visitors and artists alike. An elevated pathway was added to give an additional dimension of circulation, releasing patrons from the upper levels of the galleries to the waterfront cafe.

8

gallery space

railroad square art pavilion

main plaza

plan view

elevated path

9

michael rey / portfolio

THE LOFTS SUMMER 2017 Focused in a potential hot spot for growth near downtown, the Lofts on West Gaines tackled a mixed-use development for young professionals on a hilly terrain. Programming the parking structure on the rear with a minimal footprint left space for a community greenery between the planned buildings and parking. The site contours allowed for creative use of spaces on the street level, lending itself to underground service spaces, a rarity in most Floridian developments. The piece took its cues from Le Corbusier’s 5 Points by using a free plan layout settled on pilotis, neatly finished with a rooftop terrace space for the residents to enjoy.

10

gaines st. corner

the lofts on west gaines

housing view

DN DN

DN DN

30' - 2 7/16"

1

plan view with parking; typical floor

Apartment Level 1 - Floor Plan 1" = 30'-0"

35' - 0"

40' - 0"

2

Apartment Level 4 - Floor Plan 1" = 30'-0"

rooftop dining

11

michael rey / portfolio

ARTS INSTITUTE FALL 2018 Selecting a growing area in St. Louis, the Midwestern University of the Arts was designed to be an open and welcoming space for learning and inspiration. The dual bodies of class and study spaces are broken by a monumental atrium that cascades down to the main entrance, allowing light to flow into the nearby rooms. The facade treatment of the exterior reflects the functions of the spaces within, whereas the more utilitarian spaces are solid, drawing the eye to the transparent studio spaces that the students inhabit while creating their work.

12

architecture school lawn

midwestern university of the arts

#DrgID #LayID

#DrgID #LayID

studio space

plan view

atrium

13

michael rey / portfolio

VOCATIONAL SCHOOL SPRING 2018 Located in the Southside Chicago neighborhood Woodlawn, the Vocational Institute was designed to honor the industrial and architectural past of Chicago with sashstyle windows and heavy use of brick and exposed steel.

The school is divided into the main school functions on the west side and the assistance features on the east, like the cafeteria and daycare for the parent-students. Every detail was discussed during this design, down to the potential construction details of the main facade of the school’s plaza.

14

main entrance

southside vocational

WALL DETAIL LEGEND: 1. VMZ DOUBLE LOCK STANDING SEAM PANEL 2. WATERPROOF LAYER 3. 1” MINERAL WOOL 4. 2-1/2” RIGID INSULATION LAYER ONE 5. 3” RIGID INSULATION 6. VMZ PLUS EVE FLASHING 7. GALVANIZED STEEL END CLOSURE 8. STEEL DROP EDGE 9. VAPOR BARRIER 10. 5/8” GYPSUM BOARD 11. STEEL DECKING 12. 8” X 8” STEEL TUBE 13. SUPPLY DUCT 14. LINEA PENDANT LIGHTING 15. KAWNEER ENCORE GLAZING SYSTEM 16. FINISHED CONCRETE SLAB 17. STEEL EDGE TRIM WITH GUSSET PLATES @ 5’ O.C. 18. ALUMINUM GLAZING BRACKET 19. STEEL DECKING 20. STEEL GIRDER BEAM 21. ARMSTRONG OPENCELL CEILING 22. STEEL WIDE-FLANGE COLUMN 23. 2” STEEL BOLTS 24. STEEL PLATE COLUMN 25. 8” STEEL TUBE COLUMN 26. ALUMINUM FLASHING 27. 8” X 8” U-BLOCK 28. STEEL C-CHANNEL 29. 5/8” GYPSUM BOARD 30. MOISTURE BARRIER 31. 8” CMU BLOCK 32. 1-1/2” RIGID INSULATION 33. 1” AIR SPACE 34. 3-3/4” CHICHAGO BRICK VENEER 35. EXPOSED STEEL LINTEL 36. BOND BEAM 37. CONCRETE COLUMN BASE 38. 4” CONCRETE SLAB 39. 1” X 12” STEEL ANCHOR BOLT 40. UNILOCK EXTERIOR PAVERS 41. CONCRETE FOOTER WITH 4 #5 DOWELS PER PIER 42. #6 STEEL REBAR

main wall detail

terraced plaza

cafeteria overlooking plaza

15

michael rey / portfolio

URBAN INTERVENTION FALL 2018 In order to impact the local neighborhood in a positive manner, this urban intervention in Miracle Plaza plans to open up the nearby neighborhood to the shopping center by both pedestrian and vehicular means. Historically, the nearby historically black neighborhood was inwardly focused due to segregation and prejudice.

By flipping the main face of the plaza to interact with the neighborhood, the residents of the area will have a safe path to the local shopping while being able to maintain their image as a community.

16

shopping area

michael rey / portfolio

Miracle Plaza Intervention

Michael Rey Urban Design Studio Fall 2018

Location Map Main Storefront Secondary Storefront New Residential/Retail Service Area

Project Site

south entrance

Section

plan view

greenspace

17

2

3

8'-0" EXISTING CAB HEIGHT, FIELD VERIFY

5

6

7

6'-9"

6'-9"

5

6'-11"

6'-11"

2 EQUAL

2 EQUAL

6

TOE KICK - STAINLESS STEEL SATIN FINISH.

L

8" FLATBAR BUMPER - STAINLESS STEEL SATIN FINISH.

F

TOP CAP w/ INTEGRAL PAD HOOK CHANEL - STAINLESS STEEL SATIN FINISH.

M

RIGIDIZED METAL PANEL, TEXTURED TO CONCEAL DENTS AND SCRATCHES. PATTERN SELECTED FROM MANUFACTURER'S FULL RANGE.

N

WIDE STAINLESS STEEL REVEAL, SATIN FINISH.

G

F

7

A

STAINLESS STEEL PANELED CEILING w/ SATIN FINISH AND 1/8" BLACK REVEALS

H

STAINLESS STEEL CORNER REVAILS w/ SATIN FINISH.

J

NEW CAB DOORS AND FRAME w/ STAINLESS STEEL SATIN FINISH

F

NEW STEEL DIAMONDPLATE FLOORING G

G

NEW CAB SILL, NICKEL PLATED BRASS

G

6'-9" F

F

H

H

F

H

6'-9"

F

N

N

M

EXISTING CAB WALL

GAGE VERTICAL SURFACING

2" PERIMETER REVEAL BETWEEN CEILING AND WALL PANELS

H

M

LAMINATED 1/2" BACKER BOARD BY ELEVATOR CAB MANUFACTURER

1/8" BLACK REVEAL, TYP.

L

A

A

N CT IO

DOOR SIDE

A

LEFT

RIGHT

NEW CAB SILL, NICKEL PLATED BRASS

PLAN

REFLECTED CEILING PLAN

NO

REAR

SEALANT TO MATCH SEAL

TR U

1'-4"

A

DOOR

FRONT

STAINLESS STEEL SATIN CEILING PANEL RECESSED LED LIGHTING. 800 LUMEN MAX. PROVIDE 0-10V DIMMER SWITCH MOUNTED ABOVE CAB CEILING

N

CO

A

L

L

N

NS

L

FO R

L

E

T

L

L

6'-11"

L

L

2'-0"

L

L

L

2'-0"

L

L

6'-11"

J

1'-4"

8'-0" CEILING BUMP OUT HEIGHT, FIELD VERIFY

E

10'-0" EXISTING CAB HEIGHT, FIELD VERIFY

G

#AA26001632

4

AR0015211

3

3011-1 Powell Road | Tallahassee, FL 32308 850.656.7326 | #AA26001632

2

ARCHITECTS

1

JOEL DODSON

michael rey / portfolio

4

7'-6" CEILING HEIGHT, FIELD VERIFY

1

D

C

E D

4'-9"

6"

B

H I

E D

H

E

I

D

A

I

S

CAST BRONZE SEAL BY MATTHEW'S INTERNATIONAL OR APPROVED EQUAL. SEE A3/A203

F

TOP CAP w/ INTEGRAL PAD HOOK CHANEL - STAINLESS STEEL SATIN FINISH.

HINGE FOR FOLDING CEILING PANELS B

7'-6"

K D

C

I

A

D

C

I

B D

B

B

D

1/8" BLACK REVEAL, TYP.

I

RECESSED LED LIGHTING. 800 LUMEN MAX. PROVIDE 0-10V DIMMER SWITCH MOUNTED ABOVE CAB CEILING

E

A

A DOOR

REAR

2" PERIMETER REVEAL BETWEEN CEILING AND WALL PANELS

STAINLESS STEEL SATIN CEILING PANEL

B

B

FRONT

C

7'-6"

LEFT

RIGHT

PLAN

NEW CAB SILL, NICKEL PLATED BRASS

B

REFLECTED CEILING PLAN

PASSENGER CABS 2 & 4

B1

SCALE: 1/2" =

1'-0"

BASIS-OF-DESIGN SELECTIONS:

SUBMIT SHOP DRAWINGS OF CAB LAYOUT FOR REVIEW AND APPROVAL.

PASSENGER CAB WALL CENTRAL PANELS: GAGE VERTICAL SURFACING PATTERN: C1004 ORGANIC COLOR: CHAMPAGNE

SUBMIT FULL RANGE OF LAMINATE & TEXTURED STAINLESS STEEL FOR FINAL FINISH SELECTIONS. SELECTIONS LISTED BELOW ARE PRELIMINARY ONLY.

A

1

2

3

4

5

SERVICE CAB WALL: RIGIDIZED METALS CORP. PATTERN: 5WL MATERIAL: 304SS FINISH: SATIN #4 GUAGE: .090"

A

FIELD VERIFY ALL CAB DIMENSIONS

6

CHECKED BY:

BASIS-OF-DESIGN SELECTIONS: PASSENGER CAB WALL CORNER PANELS & BEHIND BUMPER: RIGIDIZED METALS CORP. PATTERN: NONE MATERIAL: 304SS FINISH: #4 STAINLESS STEEL GUAGE: 20 PASSENGER CAB FLOORING: MANNINGTON AMTICO COLLECTION 40 MIL LVT FLOORING INFINITY PLUS AROA2048 12"x18" SET IN RUNNING BOND

17196 CAP 60CD 21.pln

HEAVY-DUTY LVT FLOORING w/ 40 MIL WEAR LAYER.

INTERLOCKING STAINLESS STEEL PANEL. TEXTURE TO BE SELECTED FROM MANUFACTURER'S FULL LINE.

H

E

A

K

E

STAINLESS STEEL CORNER REVEALS w/ SATIN FINISH.

PROJECT NUMBER: 17196

F

H

I E

NEW CAB DOORS AND FRAME w/ STAINLESS STEEL SATIN FINISH

NARROW STYLE BLACK REVEAL

I

B E

INTERLOCKING METAL PANEL. TEXTURE TO BE SELECTED FROM MANUFACTURER'S FULL LINE.

J

D

STAINLESS STEEL PANELED CEILING w/ SATIN FINISH AND 1/8" BLACK REVEALS

CLEAR SILICONE APPLIED LIBERALLY * SEAL TO BE BRACED TIGHT TO WALL UNTIL SILICONE DRY & CURED

AS INSTRUMENTS OF SERVICE, THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF THE DODSTONE GROUP ARCHITECTS AND AS SUCH ARE PROTECTED BY STATE AND FEDERAL COPYRIGHT LAWS. REPRODUCTION OR USE OF THESE DRAWINGS OTHER THAN FOR THE PROJECT INTENDED WITHOUT WRITTEN CONSENT FROM THE DODSTONE GROUP ARCHITECTS IS PROHIBITED.

E B

I

SUBMISSION TITLE DATE 08/24/2018 ELEVATOR PACKAGE 11/02/2018 60% CONSTRUCTION DRAWINGS

H

S D

F

6"

E

H J

G

6"

E H

2'-10"

7'-8" CEILING HEIGHT, FIELD VERIFY

C

10'-5" CAB ADDITION OPENING HEIGHT

E

G

2'-10"

F H

H

INTERLOCKING METAL PANEL BAND - TEXTURE AND FINISH TO BE SELECTED FROM MANUFACTURER'S FULL LINE. CENTER BEHIND BUMPER.

7

3/4" BIRCH PLYWOOD BACKER SAND & PAINT EDGE BLACK

FLAT HEAD TEK SCREWS

A201

-Creating CDs for elevator cabs -Communicating with client and elevator consultant on finishes -Field verifying plan dimensions from existing plans -Working with project architect to assemble full CD set for multiple buildings in Capitol Complex

F

G

2" FLATBAR BUMPER - STAINLESS STEEL SATIN FINISH.

1'-1"

1'-1"

EQUAL G

TOE KICK - STAINLESS STEEL SATIN FINISH.

B

DRAWN BY:

Tasks:

1'-8"

G

/Volumes/DodStone/17196 DMS Elevators MSFM 16007470/Drawings/17196 CAP 60CD 21.pln

ONGOING

1'-8"

A

C FOLDABLE CEILING

1'-1"

2'-10"

EQUAL

CAPITOL ELEVATORS

MAINTAIN EXISTING DOG HOUSE ABOVE THE CEILING

FOLDABLE CEILING 1'-1"

REVISION TITLE

MAINTAIN EXISTING DOG HOUSE ABOVE THE CEILING

7'-6"

DATE

2'-0"

2'-0"

7'-6"

BLACK LATEX ADHESIVE CAULK

400 SOUTH MONROE ST. TALLAHASSEE, FL 32399

5'-1"

ELEVATOR CABS

5'-1"

CAPITOL TOWER BUILDING

D

1'-0"

2'-0"

SCALE: 1/2" =

ELEVATOR MODERNIZATION - MSFM-16007470

SERVICE CAB

5'-1"

D1

5'-1"

D

CLEAR SILICONE APPLIED LIBERALLY * SEAL TO BE BRACED TIGHT TO WALL UNTIL SILICONE DRY & CURED

STUD

RECESSED BOSS

1'-8"

CAST BRONZE GREAT SEAL OF THE STATE OF FLORIDA SEAL 20" DIAMETER ROUND 1-3/8" DEEP STANDARD DEPTH FLAT BRONZE CASTING w/ RETURN EDGE SINGLE LINE BORDER LEATHETTE TEXTURE W/ M313 & DARK OXIDE. SEMIGLOSS LACQUER BOSS & STUD ATTACHMENTS INCLUDE COST TO GENERATE VECTORED ARTWORK OF THE SEAL.

A6 A203

EXTENDED CASTING EDGE. SEAL TO REST SLIGHTLY PROUD OF METAL VERTICAL SURFACE.

SUBMIT SAMPLES INDICATING FINISH AND TEXTURE FOR REVIEW AND APPROVAL. SUBMIT CASTING IN SCALED MODELLED CLAY FORM FOR REVIEW & APPROVAL. SUBMIT SCALED SHOP DRAWINGS OF CASTING INDICATING DIMENSIONS, DEPTH OF CAST IMAGE, AND CONNECTION POINTS.

INSTALL AS RECOMMENDED BY THE MANUFACTURER USING CONCEALED FASTENERS.

A3 1

2

18

3

STATE CAPITOL SEAL SCALE: 1"

=

A6

1'-0"

4

5

6

SEAL INSTALLATION SCALE: 6"

=

1'-0"

7

A1 A201

B2 4'-0"

# A201

FIRST FLOOR

SCALE: 1/4" = D5 A601 4'-0"

4'-0"

8'-0"

B3 A601 D3 A601 B1 A601

# A201

3011-1 Powell Road | Tallahassee, FL 32308 | 850.656.7326 | #AA26001632

ARCHITECTS 5'-1" 4'-8 3/4"

4'-9" D1 A601

11 5/8"

D1 A301

1'-0"

FLOOR PLAN # A201

26'-9"

E

D

D1

A1

\ S C ff

EAST ELEVATION

SCALE: 1/4" =

WEST ELEVATION

SCALE: 1/4" =

\ 1

\ 1'-0"

F

C

B

A

1'-0"

2 3

D4

3011-1 Powell Road | Tallahassee, FL 32308 | 850.656.7326 | #AA26001632

ARCHITECTS

SCALE: 1/4" =

A4

SCALE: 1/4" =

4

1'-0"

NORTH ELEVATION

1'-0"

4

D

C

ELEVATIONS

5

6

A201

EXTERIOR ELEVATION

DATE

DATE

REVISION TITLE

SUBMISSION TITLE

AS INSTRUMENTS OF SERVICE, THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF THE DODSTONE GROUP ARCHITECTS AND AS SUCH ARE PROTECTED BY STATE AND FEDERAL COPYRIGHT LAWS. REPRODUCTION OR USE OF THESE DRAWINGS OTHER THAN FOR THE PROJECT INTENDED WITHOUT WRITTEN CONSENT FROM THE DODSTONE GROUP ARCHITECTS IS PROHIBITED.

18205 DD 21.pln

SUB CONSULTANT

PROFESSIONAL REGISTRATION

JOEL DODSON

AR0015211

#AA26001632

3011-1 Powell Road | Tallahassee, FL 32308 850.656.7326 | #AA26001632

E

*** PROJECT NUMBER ***

4

4784 THOMASVILLE ROAD TALLAHASSEE, FL 32309

COFFEE KIOSK

ST. PETERS ANGLICAN CHURCH

6

CHECKED BY

NOT FOR CONSTRUCTION

18205 DD 21.pln

5

DRAWN BY

SOUTH ELEVATION

4784 THOMASVILLE ROAD TALLAHASSEE, FL 32309

SCHEMATIC DESIGN, 08.30.18

*** PROJECT NUMBER ***

F

REVISION TITLE

D1 A301 PROFESSIONAL REGISTRATION

4

DATE

3011-1 Powell Road | Tallahassee, FL 32308 | 850.656.7326 | #AA26001632

3

SUB CONSULTANT

CLIENT: ST. PETER’S COFFEE KIOSK 2

COFFEE KIOSK

ARCHITECTS 1

ST. PETERS ANGLICAN CHURCH

JOEL DODSON

#AA26001632

3011-1 Powell Road | Tallahassee, FL 32308 850.656.7326 | #AA26001632

AR0015211

6

AS INSTRUMENTS OF SERVICE, THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF THE DODSTONE GROUP ARCHITECTS AND AS SUCH ARE PROTECTED BY STATE AND FEDERAL COPYRIGHT LAWS. REPRODUCTION OR USE OF THESE DRAWINGS OTHER THAN FOR THE PROJECT INTENDED WITHOUT WRITTEN CONSENT FROM THE DODSTONE GROUP ARCHITECTS IS PROHIBITED.

# A201 5

SUBMISSION TITLE

4

DATE

3

T FOR CONSTRUCTION

23'-3 1/4"

A4 A201

3'-4"

2

3'-4"

16'-0"

professional work

7

ST. PETER’S COFFEE KIOSK

F

ONGOING

Tasks:

7

F

E

D

-Leading meetings with clients for input on specific needs and comments on design -Assembly of full CD set -Assembling potential team of consultants -Creating presentation material for clients to use for fundraising purposes

C

B

A

7

B

19

michael rey / portfolio

ARCHITECTS

FIELD REPORT 11 Project: FCCU Blairstone Date of Observations: 05/02/2018 & 5/7/2018

Report Prepared by: K. Zawrotny, Michael Rey

Dodstone Project No.: 2015-0159 Date Report Prepared: 05/07/2018

Present on Site: Dodstone Group Architects: Karin Zawrotny Owner Representative: Contractor:

Attachments: n/a Report Distributed to:

NA

Shemp Yastcemski, Scott Rowse Attendees, Jodie Dodson, Cecilia Homison, and Jan Sheffield

OBSERVATIONS: EXTERIOR

FCCU BLAIRSTONE

05.02.01

Site prep well underway for scheduled asphalt pour on Saturday. All walkways and damaged areas of curbing had been removed and prepped for new concrete. Organic soils have been replaced and compacted. Discussed intent – cannot cut back any existing roots where they are located in the Canopy Setback.

05.07

Curbs, walkways, asphalt and striping completed. Speed humps pending. Detectible warning strips and signage pending at handicapped parking spaces/curb cut.

COMPLETED: 2018 Tasks: -Going to job site to observe construction -Assembly of field reports to send to appropriate parties

05.02.02

Roof work nearing completion. Still working on cricket behind main entrance and fascia across the front elevation.

05.02.03

Main entrance storefront in place. Glazing, hardware, and sealant still pending. Plywood installed for temporary security.

05.07

05.02.04

05.07

Brick has been extended where adjacent to the storefront. Work below columns still pending.

05.02.05

Soffit layout at entry reviewed on site with the contractor.

Boards can be run in either direction, but seams should be covered with trim. Trim sizes can be 1x2s or 1x4 provided layout is consistent. Wider boards can be used along perimeter and smaller elsewhere. May need to shift lights slightly.

05.02.06

Patch hole in soffit by mechanical yard. Paint soffit.

05.02.07

Remove temporary handicapped ramp once new ADA access is in place.

05.07

20

Glazing has since been installed.

Masonry on other side of entrance to be extended to just above soffit. Masonry below front columns pending as are rough areas that will be cut-out at key locations as discussed previously.

Temporary ramp has been removed.

www.dodstone.com Dodstone Architects | 3011-1 Powell Road | Tallahassee, FL 32308 | 850.656.7326 | #AA26001632

professional work 7

B

AR0015211

C

F

3011-1 Powell Road | Tallahassee, FL 32308 850.656.7326 | #AA26001632

ACOUSTICAL CEILING 5'-0"

1-HOUR RATED SHAFT CONSTRUCTION UNDER STAIRS

PRE-ENGINEERED ALUMINUM CANOPY SYSTEM SEE A2/A505

STOREFRONT WINDOW SYSTEM

C3 A506

TYPICAL FLOOR CONSTRUCTION SCHEDULE DOOR TURN DOWN SLAB SEE STRUCTURAL B

TURN DOWN SLAB, TYPICAL TYPICAL SIDEWALK CONSTRUCTION MIN 1/2" BELOW FINISHED FLOOR, SLOPE AWAY FROM BUILDING MIN OF 1" IN 50" A1 A504

FLOOR CONSTRUCTION TYPICAL: SCHEDULED FINISH, 4" REINFORCED SLAB ON GRADE, 10 MIL VAPOR RETARDER, 6" COMPACTED FILL

A3 A505

A3 A504

TYP. SLAB-ON-GRADE CONSTRUCTION SCHEDULED FINISH 4" REINFORCED SLAB ON GRADE 10 MIL VAPOR RETARDER 6" COMPACTED FILL

TYPICAL SLAB-ON-GRADE CONSTRUCTION

A3 A506

±0" 1ST FLR

±0" 1ST FLR

STEEL COLUMN BEYOND

A5 A506

±0" 1ST FLR

EXPANSION JOINT

FLOOR CONSTRUCTION TYPICAL: SCHEDULED FINISH, 4" REINFORCED SLAB ON GRADE, 10 MIL VAPOR RETARDER, 6" COMPACTED FILL

CONCRETE FOUNDATION SEE STRUCTURAL

CHECKED BY

EXPANSION JOINT

A

CMU WALL @ BUILDING SCALE: 3/8" =

A3

1'-0"

1

2

CMU W/ CURTAIN WALL SCALE: 3/8" =

3

SECTION THROUGH STAIR CMU

A4

1'-0"

4

SCALE: 3/8" =

1'-0" DRAWN BY

A1

5

6

J

18202 Summit DFS 21_2_R2C.pln

AT SUMMIT EAST

B

7

21

07-27-18 ASI 1: SPECIFICATIONS

METAL STAIR CONSTRUCTION TYPICAL, SEE STRUCTURAL

-Working with Project Architect to prepare wall/building sections and details -Design and assembly of CDs for Monument sign -Design of entrance facade

A305

GYPSUM BULKEAD

TALLAHASSEE, FL 32317

METAL STAIR CONSTRUCTION TYPICAL, SEE STRUCTURAL

12 RISERS AT 7" EACH

D3 A505

JOEL DODSON

Tasks:

7

8"

STEEL BEAM BY METAL BUILDING MANUFACTURER

DEPARTMENT OF FINANCIAL SERVICES

6

BID SET

5

+14'-0" 2ND FLR

GUARDRAIL

PREMANUFACTURED ALUMINUM AWNING WITH TIE BACKS, ANCHOR TO STRUCTURE ACCORDING TO MANUFACTURER/S RECOMMENDATIONS

SUBCONSULTANT

Monument Sign.pln

AT SUMMIT EAST

TALLAHASSEE, FL 32317

A

CONCRETE LANDING, SEE STRUCTURAL

PERMIT REVIEW SET

1'-0"

STEEL BEAM, SEE STRUCTURAL

D6 A504

PROFESSIONAL REGISTRATION

J

AS INSTRUMENTS OF SERVICE, THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF THE DODSTONE GROUP ARCHITECTS AND AS SUCH ARE PROTECTED BY STATE AND FEDERAL COPYRIGHT LAWS. REPRODUCTION OR USE OF THESE DRAWINGS OTHER THAN FOR THE PROJECT INTENDED WITHOUT WRITTEN CONSENT FROM THE DODSTONE GROUP ARCHITECTS IS PROHIBITED. CHECKED BY

SCALE: 1/2" =

7-03-18

+14'-0" 2ND FLR

NORTH ELEVATION

7-09-18

1'-0"

A5

1'-0"

4

+14'-0" 2ND FLR C

SCALE: 1/2" =

SCALE: 1/2" =

AS INSTRUMENTS OF SERVICE, THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF THE DODSTONE GROUP ARCHITECTS AND AS SUCH ARE PROTECTED BY STATE AND FEDERAL COPYRIGHT LAWS. REPRODUCTION OR USE OF THESE DRAWINGS OTHER THAN FOR THE PROJECT INTENDED WITHOUT WRITTEN CONSENT FROM THE DODSTONE GROUP ARCHITECTS IS PROHIBITED.

A3 3

EAST ELEVATION

SUBMISSION TITLE

2

A4

100% CONST. DOCS

1

WEST ELEVATION

50% CONST. DOCS

SOUTH ELEVATION STEEL CURTAIN WALL SCALE: 1/2" = 1'-0" CLIP, SEE STRUCTURAL

DATE

A1

6-21-18

A1 A505

ONGOING

GUARDRAIL

TYPICAL CONCRETE FLOOR ON METAL DECK

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LA E D §502.6 SSIBLE PA PLAC FOLLOWI PPED AN D PIN RKIN , FACB E NG MA NED G PIECE THE SOD NNER C s 4. AC ON AL ON TH S TO : CESS L SLOP THE E PR AISL BOTT AVOID A EPAR §50 ES CO ES OF 2., OM THE ED SU NTINU FACB requir 1:2(V: OF SL H) OR ed a C LOWE OPE BREA THE SLOP OUS SE RFACE AN 5. AC STEE AM AL E BR R CESS D ST PER EAK LIGHT ROW OF K POINT, IBLE & slip POINT ONG THE AGGER TH WITH SOD LIN resista PARKIN E TH AND OVER TAMPING BY 3 G WORK E OF FLO SOD INCHE E UPPE nt sur WITH LAP LO 6. AC R RO face. Re and AND W. ST APPR S. EM UP TO CESS W AT LE CATIONS ART OP BE : §30 IBLE AT AST OF 6 , WITH RIATE TO D SOD OF SOD OV THE TOP DI SA PA ON FIRML INCHE OF BL RK FIRML Y AN ERLAPPING S LO E PIN FO NOT LESS OLS. INS minim ED PERM ING signs D SM TALL R EA NG AN Y um 60” THE IT CH PIE THAN FO OOTH SO CREW IN PLAC 553.50 UR PIN D PINS (inche ONLY' and LY BY E YE D SHALL S. TH 41.

T PR BE INS CE OF SO IN s) from THE E TY ESEN D. PIN S PER SQ THE AP PE OF TA 7. CU the gr UARE S SH DO NO PROVAL PIN AN T NO DA LLED SO RB ALL OF TH YA NGER TH T US Curb RAMPS sha E SO E EN D THE ME TO PE AT THEY BE A MIN RD ramps D WH GIN IMUM HO DEST ICH HA EER OR THOD OF and fla ll not exceed traffic RIANS LD THE INS COMP LA S BE EN CU NDSCAP TALLATIO OR MO SOD §405.2 lanes. The red sides sha 1:1 ACTIO WI 1. FO E cou T N SH NG , §406., ll no ARCH FOR nte N RE R ALL ME MORE ITECT FACB r slope of SOILS FILL SLO 8. CU QUIR ET .

THAN PES C adj , RB RA EMEN GREA 48 HO SILTY BOTH NA MPS TS top sid TER URS. TURA OR SLI sha THAN L e SHOU 3:1 sides) of each cur ll have a lan LD BE GHTLY CL OR IMPOR CLAS TED, THE CONT AYEY lea CLAS SIF TH be pro ding to it. b ramp, a cleding w LAYER ICATION SIFIED AS SANDS CO AT CONS RACTOR vided, Ex ar wid SH A-3 SYST NTAIN IST and sha ceptio t TO A S NOT MO EM. TH OR A-2 9. AL ING LES OF RELATALL UTILIZ ll not Cn: for alte MINIMU -4 RE TH L RA E IVELY S TH ra 2. FO be ste AN 8-IN E CONTRA SOILS AC MPS AN CL FA R FIL M OF 98% epe CO 30% wit CTOR CBC. r than RDING L SLO SHALL FINES EAN TO OF TH CHES IN Ramp h a rise gre PE TO AA DEPT SHALL PLA AND 10. ate s shall REGIS BE THE RE S GREA E MODIF SHTO CE IED PR H AND SH TER have 60”r than 6” s AL TE THAN ALL COFILL MATE DURIN RED GE SPONSIB horizo L RAMPS 3:1 AN OCTOR MA min lev ILIT RIAL OT MP G CO ntal ext with a IN D CU CONT XIMUM ACT TH NSTR ECHNICA Y OF TH el Code T E E LAY RA UC - Build ensions at rise greate REGIS CTOR SH TION AC L ENGINEE CONTRA SLOPES GR DRY DE NSITY ERS r than CTOR the top ing) and TERE TIVITY R FO ALL ALS EATE 11. .

6 BUILT TO R D GE & .

R INS UP CONT §505.1 THAN O OB bot AC ON OT PE CONS 2:1, IT 0 FACB tom of SLOPE ISTEN ECHNICA TAIN A LET COMPLET CTION OF ACT A “publi CESSIBL C. THE E ION OF c CONT COMPAC TLY WITH L ENGINEE TER OF SLOPE provid way”, shall ROUTES TH TION CE RA THE R CE S to ed) wit AN not AP MOIST CTOR IS RTIFY RTIFICAT E SLOPE h cross exceed 1:2 “main entry” ING TH URE/D ALSO D ELEVA PROVED ION FR S THE 12.

TIO PLANS RESP ENSIT E SLO slope OM A *C ONSIB NS HAVE Y TE AND PES not in 0 slope (un STS. 1:20 slo onnect bui HA TH BEEN LE FO le excess ldi ACHIE AT THE RE VE BEEN R PR of 1:4 OVIDI §206 pe (unless ngs within 8 NG CO VED. THE QUIRED FACB ramps the PIES C. and han same site * OF TH wit drails E SO are pro h IL access EXCEPTIO vid ible fac N: An them access is a veh ilities, acc ible rou essibl icular te e eleme shall way not provid nts, and acc not b ing ped essibl estrian access

5-25-18

7"

10'-0"

HANDRAIL EXTENSION BEYOND

DRAWN BY

C3 A504

07-27-18 ASI 1: SPECIFICATIONS

EXISTING GRADE

A

2 HOUR RATED FLOOR ASSEMBLY TYPICAL

ARCHITECTS

#AA26001632

AR0015211 JOEL DODSON PROFESSIONAL REGISTRATION SUBCONSULTANT

EIFS TO MATCH BUILDING COLOR 3

GYPSUM LAMINATE APPLIED TO CMU

REVISION TITLE

1

EXISTING GRADE

7'-0"

1'-5"

8" ALUMINUM ADDRESS NUMBERS ON HOLD OFF PINS

1

EIFS TO MATCH BUILDING COLOR 3

CMU CONSTRUCTION TYPICAL

11 TREADS AT 11" EACH B

SUBMISSION TITLE

EXISTING GRADE

E

GYPSUM LAMINATE APPLIED TO CMU

12 RISERS AT 7" EACH

8'-2"

ADDRESS CMU CONSTRUCTION NUMBERS ON HOLD OFF PINS TYPICAL

EIFS TO MATCH BUILDING COLOR 3

L DODSO

AROO15211

DFS OFFICE BUILDING

GYPSUM WALL ASSEMBLY TYPICAL

C

COPING

BID SET

8" ALUMINUM ADDRESS NUMBERS ON HOLD OFF PINS

D

OE

7'-0"

1'-0"

3/8" THICK ALUMINUM LETTERS, 5" TALL ARIAL FONT

8" ALUMINUM

COPING

E

A703

2'-10"

3/8" THICK ALUMINUM LETTERS, 8" TALL ARIAL FONT

COPING

1/4" ALUMINUM PANEL SIGN

jects\9 8"

1/4" ALUMINUM PANEL SIGN

100% CONST. DOCS

FIRE SAFING AT FLOOR SLAB TYPICAL

1

METAL PANEL WALL TYPICAL

3/8" THICK ALUMINUM LETTERS

C:\Pro

EXISTING GRADE

EIFS TO MATCH BUILDING COLOR 1

1

BUILDING COLOR 2

PERMIT REVIEW SET

1 1

EIFS TO MATCH BUILDING COLOR 3

EIFS TO MATCH BUILDING COLOR 1

50% CONST. DOCS

AD.dw 39 GR \998.0 les\SP

8" ALUMINUM ADDRESS NUMBERS ON HOLD OFF PINS

2 HOUR RATED FLOOR ASSEMBLY TYPICAL

GYPSUM LAMINATE APPLIED TO CMU EIFS TO MATCH

EIFS TO MATCH BUILDING COLOR 2

EIFS TO MATCH BUILDING COLOR 2

\Workfi

SCHEDULED CURTAIN WALL

98.039

SCHEDULE DOOR

COPING

EIFS TO MATCH BUILDING COLOR 2

DATE

4"

3/8" ALUMINUM LETTERING, 5" TALL ARIAL FONT B

3'-0"

STOREFRONT WINDOW SYSTEM

SCALE: 1" = 20'

CMU CONSTRUCTION TYPICAL

DATE

1 1

3/8" ALUMINUM LETTERING, 8" TALL ARIAL FONT

MONUMENT SITE PLAN

C4

L DODSO

AROO15211

DEPARTMENT OF FINANCIAL SERVICES

21'-9" 1'-5"

OE

ACOUSTICAL CEILING

7-03-18

6"

on, Apr 17, 201 1'-0"

g, 4.0

2'-2"

1'-0"

1'-0"

6"

6'-10"

1/4"" PIN MOUNTED ALUMINUM PANEL SIGN

D

GYPSUM WALL ASSEMBLY TYPICAL

COLOR LEGEND EIFS COLOR 1: TERRANEO #209 EVEREST EIFS COLOR 2: SANDPEBBLE DPR SW 9140ST BLUSTERY SKY EIFS COLOR 3: TERRANEO #206 VESUVIUS ALUMINUM PANEL SIGN: BLACK PANEL SIGN LETTERING: WHITE ADDRESS LETTERING: WHITE

, jpeters

10'-0" 1'-0"

EIFS TO MATCH BUILDING COLOR 1

GYPSUM LAMINATE APPLIED TO CMU

1'-0"

8 - 4:5

SCALE: 3/4" =

6'-0"

EIFS TO MATCH BUILDING COLOR 2

W1

W1

C1 A506

SIGN SECTION

D2

1'-0"

C

CMU CONSTRUCTION TYPICAL

D3 A505

W1

5'-7"

2:06pm

SIGN BLOCK SECTION SCALE: 3/4" =

W1

COORDINATE FINAL SIGN LOCATION WITH ARCHITECT

+28'-0" TOP PL

STEEL BEAM, SEE STRUCTURAL

6"

D1

W1

SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO PERMITTING OFFICE FOR REVIEW

1'-0"

E3 A504

1'-0"

EXISTING GRADE

+28'-0" TOP PL 3'-4"

=

REINFORCING AT 16" O.C.

1'-0"

D

GYPSUM WALL ASSEMBLY TYPICAL

20" MIN

STEEL CURTAIN WALL CLIP, SEE STRUCTURAL 8"

12" MIN

12" MIN

20" MIN

3'-4" WIDE 3500 PSI CONTINUOUS CONCRETE FOOTER WITH 4 EQUALLY SPACED CONTINUOUS #5 REBARS AND #3 TIES AT 12" O.C. MAX.

MONUMENT SIGN PLAN

E4

COPING, SLOPE FOR POSITIVE

SCALE: 1/2" DRAINAGE EGRE SS FR 8X8X16 CMU W/EIFS FINISH TO FIRE OM STBUILDING. MATCH INSTALL AIR.LADDER REVIHORIZONTAL JOINT EW PRE REINFORCEMENT AT 16" O.C. ENGINEERED STRUCTURAL GRAD VERTICALLY. FILL ALL CELLS IN3000 WITH PSI GROUT. G SYSTEM, CONTRACTOR SHALL PROVIDE #5 VERTICAL

N

+28'-0" TOP PL

1'-0"

EXISTING GRADE

8"

1"

4"

4"

C5 A506

CONTINUOUS SEALANT

F

F

D2 A703

4" DECORATIVE EIFS SURROUND 12"

6-21-18

4"

1"

A1 A703

D1 A703

3/8" THICK ALUMINUM LETTERS

8X8X16 CMU W/EIFS FINISH TO MATCH BUILDING. INSTALL HORIZONTAL LADDER JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. FILL ALL CELLS WITH 3000 PSI GROUT. PROVIDE #5 VERTICAL REINFORCING AT 16" O.C.

4"

2'-0"

1"

A4 A703

N

E

TYPICAL CMU W/ EFIS

8"

1/4" PIN MOUNTED ALUMINUM PANEL SIGN

CONTINUOUS SEALANT

E

STANDING SEAM METAL ROOF SEE STRUCTURAL

8"

A3 A703

MATCH BUILDING. INSTALL HORIZONTAL LADDER JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. FILL ALL CELLS WITH 3000 PSI GROUT. PROVIDE #5 VERTICAL REINFORCING AT 16" O.C.

COPING, SLOPE FOR POSITIVE DRAINAGE

PRE ENGINEERED STRUCTURAL SYSTEM, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO PERMITTING OFFICE FOR REVIEW

14'-8"

E3 A506

7-09-18

PANEL SIGN

5'-8"

E5 A506 8X8X16 CMU W/EIFS FINISH TO

TYPICAL ROOF CONSTRUCTION

3/8" THICK ALUMINUM STEEL BEAM, SEE LETTERS STRUCTURAL 1/4" PIN MOUNTED ALUMINUM

TYPICAL ROOF CONSTRUCTION

A5 A505

8"

4" DECORATIVE EIFS SURROUND

5-25-18

METAL DECK, SEE STRUCTURAL

11

1"

MONUMENT SIGN

E1 A504

7

A5 A703

12"

8X8X16 CMU W/EIFS FINISH TO MATCH BUILDING. INSTALL HORIZONTAL LADDER JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. FILL ALL CELLS WITH 3000 PSI GROUT. PROVIDE #5 VERTICAL REINFORCING AT 16" O.C.

3'-0"

+35'-4" T.O. MASONRY

6

1'-4"

PARGE COAT TOP OF BLOCK FOR DRAINAGE AND INSTALL EIFS FINISH

1"

5

2'-0"

12" 7 5/8"

F

4

4"

+36'-8" T.O. MASONRY

3

8"

STANDING SEAM ROOF OVER ICE & WATER SHIELD & 3" RIGID INSULATION

1

CONCRETE SLAB2 ROOF ON STEEL DECK SEE STRUCTURAL

8"

1

6"

D1 A505 D5 A505

3011-1 Powell Road | Tallahassee, FL 32308 850.656.7326 | #AA26001632

6

ARCHITECTS

5

REVISION TITLE

4

DATE

3

#AA26001632

2

WALL SECTIONS

1

A

michael rey / portfolio

PERSONAL PROJECTS ONGOING During trips to my home back in South Florida, I would use my spare time to use the shed of tools that my father had accumulated to modify and create different wood projects, from dressers to cabinets to bed frames. Most of the tools used were taught to me by my father, and others were self-taught through trial and error. The projects allow me to clear my mind and work with my hands, which is a cathartic exercise that leads to a fulfilling result of a finished product that I can say I made myself.

reclaimed pallet wood queen bed frame

22

personal

dresser converted to a desk

mobile craft cart made from MDF panels with wheels attached for increased utility

23