ArchitecturePortfolio2-2025UPDATED

ARCHITECTURE

PORTFOLIO SETH MARKS

Select Works | 2020-2025

PORTFOLIO | SETH MARKS

CONTENTS

2

01.

Integrated Systems Design: Biophilia Library

P4-5

02.

Lord Cromwell Apartment Complex

P6-7

03.

Roxbury Resilience Hub

P8-9

04.

Institute of Living Entry

P10-11

05.

Root Recovery Center Facade Re-design

06.

Academic Works | Structure & Systems

Professional Works | Mixed-Use Development

Academic Works | Multi-Use

Professional Works | Healthcare

P12-13

Professional Works | Healthcare

Bloomfield Fire Station

P14-15

Mixed-Use Development

P16-17

Greenhouse Restaurant

P18-19

09.

Northampton Community Center

P20-21

10.

Volcano Lookout Point

P22-23

07.

08.

CONTENT

Professional Works |Public Safety

Academic Works | Pandemic Design

Academic Works | Commercial

Academic Works | Multi-Use

Academic Works | Site Exploration

3

PORTFOLIO | SETH MARKS

01.

GUTTERS BETWEEN ROOF CURVES MANAGE STORMWATER, RAINWATER STORED BELOW GROUND

CLT SHEAR CORE WALL CORE WITH CLT SHEAR WALLS (7-PLY), ELEVATOR SERVICE AND EGRESS STAIRS

BIOPHILIA LIBRARY

Adaptive Re-use Involving Campus Power Plant

STEEL HOLD-DOWN

PERIODICALLY CONDITIONED GREENHOUSE SPACE NATURALLY VENTILATED BY STACK EFFECT

STEEL BRACKET

Status: Graduate Academic Project Year: 2025 Typology: Educational Facility Location: Boston, MA (Northeastern Campus)

CURTAIN WALL & ADJACENT EXISTING BUILDINGS PROVIDE THERMAL BARRIER

CONCEPT

By balancing the historical continuity in its classical elements with contemporary passive systems, this building seeks to prioritize the inhabitability of its atrium spaces that provide a transition from context buildings to new. As the existing structure was demolished with some of its masonry reclaimed, the primary objective of this structure is to reimagine the site as a living ecosystem where users can engage with both academics and living systems. The structure incorporates glulam and CLT due to their lower embodied carbon to that of steel or concrete. The cascading tiered shape avoids imposing on the surrounding context, while the balconies serve as an opportunity for a fully planted perimeter where users can circulate across bridges to the adjacent buildings.

PREFAB GLULAM ARCHES IN CORE, GLULAM GRID IN “SHELL” ENCLOSURE FIRST FLOOR BARREL VAULTS CONSTRUCTED FROM RECLAIMED BRICKS FROM DEMO’D EXISTING POWER PLANT

CISTERN

TERRACOTTA RAIN SCREEN FACADE, THINNER PANELS PROVIDE SOUTH-FACING SHADING

STACKED GLULAM COLUMN GRID, FIRST FLOOR BARREL VAULT LOADS TRANSFERRED FROM GLULAM BEAMS ABOVE

4

SELECTED WORK | INTEGRATED SYSTEMS

STRUCTURE & KIT OF PARTS

STRUCTURE & KIT OF PARTS

EXISTING POWER PLANT STRUCTURE WAS FULLY DEMOLISHED, THE MASONRY WAS SALVAGED TO BE REUSED IN CONSTRUCTING THE BARREL VAULTS ON THE FIRST EVEL. THE LOADS OF THE RECLAIMED MASONRY VAULTS ARE SUPPORTED BY THE GLULAM GRID ON THE FIRST FLOOR (NOT A LOAD-BEARING SYSTEM).

CURTAIN WALL ENCLOSURE OVER GREENHOUSE

BARREL VAULTS

DIMENSIONAL CODE LIMITS CONSTRUCTON TYPE: TYPE IV-C

AFTER THE DEMOLITION OF THE EXISTING BUILDING, THE EXISTING MASONRY WAS RECLAIMED TO FORM THE BARREL VAULTS THAT EXTEND ACROSS THE FIRST FLOOR OF THE CORE. RESTORATION OF THE EXISTING MATERIAL ACKNOWLEDGES THE HISTORIC CONSTRUCTION TECHNIQUES IN THE AREA SURROUNDING THE NORTHEASTERN CAMPUS.

3” TERRACOTA RAINSCREEN PANELS FACADE BRACKETS 1.5” VENTILATED AIR GAP

OCCUPANCY: MIXED (A-3)

DIMENSIONAL CODE LIMITS (IBC)

SPRINKLERED (S)

MAX BUILDING AREA

126,000 SQ FT

MAX AREA PER FLOOR

21,000 SQ FT

MAX NUMBER OF STORIES

6 STORIES

MAX HEIGHT

85 FT

AIR BARRIER 4” MINERAL FIBER INSULATION MASONRY SHEATHED TO FABRICATED TRUSSWORK ABOVE

BUILDING FLOOR AREAS FLOOR 1

17,565 SQ FT

FLOOR 2

10,665 SQ FT

FLOOR 3

.015” WATERPROOFING SHEET .5” GYPSUM SHEATHING

VAULTED MASONRY IS NOT LOAD-BEARING DUE TO RESTORATION PROCESS, VAULT LOADS ARE TRANSFERRED BY 3’ WIDE GLULAM BEAMS

1’ GLUELAM COLUMN TERRACOTTA RAIN SCREEN

8.912 SQ FT

FLOOR 4

6.624 SQ FT

FLOOR 5

6.624 SQ FT

FLOOR 6

5,440 SQ FT

3.5” 3 PLY CLT VENTILATION GAP 3.5” 3 PLY CLT

4’ WIDE GLULAM COLUMNS (1’ DEPTH) EXTEND TO ROOF TO ACCOUNT FOR LOADS OF THE ATRIUM SPACE

1’ THICK PREFABRICATED GLULAM ARCH FORMS, COMPRISING ENTIRE GRID OF THE INNER CORE

LATERAL SYSTEM SHEAR CORE WALLS - ELEVATOR & EGRESS STAIR SHAFTS

34” WIDE (1’ DEEP) GLULAM BEAMS FORM THE GRID AROUND THE GREENHOUSE ENCLOSURE (ARCHED BEAMS AT THE ROOF ONLY)

1/16” = 1’ TIHRD FLOOR 1/16”=1’0”

SOLAR CONTROL: NORTH-FACING CURVED SAWTOOTH EXHAUST

DOAS SUPPLY

TYPICAL FLOOR PLANS

VENTILATION CAVITY

SITE PLAN GROUND FLOOR SITE PLAN 1”=40’

DOAS PROVIDES AIR RECIRCULATION AND VENTILATION THROUGH FLOOR CAVITIES

PRIMARY MECH SPACE

LIGHT FIXTURES EMBEDDED IN TILES

NATURALLY CONDITIONED GREENHOUSE, AIR INCREMENTALLY CYCLED FROM CORE (10% ANNUALLY)

CONDITIONED CORE SPACES

RADIANT TUBING RUN THROUGH CERAMIC CEILING TILES (ARGILLATHERM) THAT FOLLOW ARCH SHAPE

NEU THERMAL SOURCE

HPCH

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PORTFOLIO | SETH MARKS

02.

LORD CROMWELL COMPLEX Renderings and Schematic Elevations

Status: Professional Project Firm: Tecton Architects Year: 2022 Typology: Multi-Use, Residential & Commercial Location: Cromwell, CT

PROJECT ROLE Performed BIM model production through schematic design phase of the project, including each building within the program as well as site topography. This involved coordinating with the project manager to translate AutoCAD building plans into the Revit models. Also coordinated with the project manager and designers to deliver renderings in line with client expectations.

This process included a full set of detailed colored elevations, as well as a site model with various rendered views.

This process included a full set of detailed colored elevations, as well as a site model with various rendered views.

Water color images attributed to rendering consultant

6

SELECTED WORK | MIXED-USE DEVELOPMENT

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Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited.

Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

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B

B

© 2022 Tecton Architects | pc

KEY PLAN

K1

NOT TO SCALE

ROOF

12' - 8"

95.97 A

ROOF

FOURTH FLOOR

12'- 8" SECOND FLOOR

SECOND FLOOR

62.00 FIRST FLOOR

M360 BERLIN LAND HOLDINGS, LLC

FIRST FLOOR

C

10'- 8"

72.66 E

62.00

10' - 8"

Client/ Contractor

THIRD FLOOR C

E

755 Main Street, Suite 1245 Hartford, CT 06103

10'- 8"

10' - 8"

85.31

G

THIRD FLOOR 72.66

10' - 8"

C

A

83.32

51.33

21' - 4"

F

F

Project

LORD CROMWELL

18' - 10"

51.33 F

RETAIL FLOOR PARKING LEVEL

32.50

100 Berlin Road Cromwell, CT 06416

30.00

D

D

A.1 WEST EXTERIOR ELEVATION

7

PROJECT NORTH

1/16" = 1'-0"

TOP OF ROOF

ROOF 95.97

12' - 8"

A E

Seals

FOURTH FLOOR

SECOND FLOOR

A

62.00 AMENITY BUILDING INTERIOR

FIRST FLOOR

10' - 8" 10' - 8"

G

E

61' - 6"

72.66

PROGRESS SET

NOT FOR CONSTRUCTION

HEIGHT OF BLDG A.1

83.32 THIRD FLOOR

10' - 8"

E

A

E

51.33 E

21' - 4"

C

B

F

F AVG GRADE

PARKING LEVEL

Issues / Revisions No.

Date

Description

A.1 NORTH EXTERIOR ELEVATION

8

1/16" = 1'-0"

ROOF

12'- 8"

7

6

5

4

3

2

10

1

9

8

7

6

5

4

3

2

1

THIRD FLOOR

A

72.66

72.66

SECOND FLOOR

SECOND FLOOR

10'- 8"

62.00

62.00

FIRST FLOOR

FIRST FLOOR

51.33

G Drawing Title

BUILDING A.1/A.2 FULL EXTERIOR ELEVATIONS

10'- 8"

10'- 8"

A

10'- 8"

THIRD FLOOR

51.33 B

C

21' - 4"

C

D

RETAIL FLOOR PARKING LEVEL

32.50

11/1/2022 11:29:45 AM

8

83.32 E

9

H

30.00

3 - A.1 & A.2 EAST EXTERIOR ELEVATION 1/16" = 1'-0"

Project Manager:

PM

Project No: Project Number

Project Architect:

PA

Production Leader:

PL

Project Designer:

ID

Peer Reviewer:

PR

Drawing Number

A4.14

10

9

FOURTH FLOOR

G

A

E

10' - 8"

85.31

H

10

12' - 8"

95.97 E

ROOF

G

18' - 10"

C:\Users\SethM\Documents\LXP03AR_r22_ARCH_MAIN_SethM23FJM.rvt

30.00

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Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited.

Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

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B

K3

Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited.

Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

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B Tecton Architects | pc © 2022

B

K6

KEY PLAN NOT TO SCALE

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Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited.

Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

9

© 2022 Tecton Architects | pc

B

KEY PLAN

B

K1

NOT TO SCALE

© 2022 Tecton Architects | pc

KEY PLAN NOT TO SCALE

ROOF

12' - 8"

95.97

RETAIL FLOOR

RETAIL FLOOR

32.00

32.00

62.00

10' - 8"

100 Berlin Road Cromwell, CT 06416

1

D

D

FIRST FLOOR

R EAST EXTERIOR ELEVATION

2

3/32" = 1'-0"

3/32" = 1'-0"

3' - 0" SIGN BAND

12'- 8" SECOND FLOOR 62.00 FIRST FLOOR

FIRST FLOOR

C

10'- 8"

E

F

F

F

Project

LORD CROMWELL

RETAIL FLOOR PARKING LEVEL

32.50

100 Berlin Road Cromwell, CT 06416

30.00

D

D

D

PROJECT NORTH

7

18' - 10"

PROJECT NORTH

M360 BERLIN LAND HOLDINGS, LLC 755 Main Street, Suite 1245 Hartford, CT 06103

51.33

51.33

51.33

C

72.66

C

E

SECOND FLOOR

100 Berlin Road Cromwell, CT 06416

R WEST EXTERIOR ELEVATION

Client/ Contractor

THIRD FLOOR

62.00

LORD CROMWELL

SECOND FLOOR

G

D

G

THIRD FLOOR 72.66

10'- 8"

10' - 8"

Project

85.31

A

83.32

10' - 8"

C 755 Main Street, Suite 1245 Hartford, CT 06103

C

LORD CROMWELL

ROOF

FOURTH FLOOR

M360 BERLIN LAND HOLDINGS, LLC

18' - 10"

72.66

C

A

Project 10' - 8"

E

50.00

18' - 0"

THIRD FLOOR

A

ROOF

50.00

755 Main Street, Suite 1245 Hartford, CT 06103

12' - 8"

E

A

ROOF

21' - 4"

85.31

A

10' - 8"

M360 BERLIN LAND HOLDINGS, LLC

C

C

18' - 0"

ROOF

A

Client/ Contractor

Client/ Contractor E

C

A.1 WEST EXTERIOR ELEVATION

PROJECT NORTH

1/16" = 1'-0"

E AVG SLOPE OF ROOF

G

12' - 8"

7

E

83.32 THIRD FLOOR 72.66 SECOND FLOOR

A

62.00 AMENITY BUILDING INTERIOR

11/1/2022 11:28:49 AM

H

3/32" = 1'-0"

7

6

5

4

3

2

F

F

RETAIL FLOOR 32.00

Project Manager:

PM

H Architect: Project

PA

Production Leader:

Project Designer:

ID

Peer Reviewer:3/32" PR = 1'-0"

Project No: Project Number

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R SOUTH EXTERIOR ELEVATION

H

PL

1

PM

Project Architect:

PA

Production Leader:

PL

Project Designer:

ID

Peer Reviewer:

PR

Project No: Project Number

A4.12

A4.13 10

Project Manager:

Drawing Number

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8

7

6

5

4

3

2

1

Date

Description

12' - 8"

95.97

83.32 E

THIRD FLOOR

A

THIRD FLOOR

A

72.66

72.66

SECOND FLOOR

SECOND FLOOR

62.00

62.00

FIRST FLOOR

FIRST FLOOR

51.33

10' - 8"

12'- 8"

G

FOURTH FLOOR

G

A

E

G Drawing Title

10'- 8"

85.31

BUILDING A.1/A.2 FULL EXTERIOR ELEVATIONS

10'- 8"

G

No.

ROOF E

ROOF

10'- 8"

BUILDING R ELEVATIONS

Issues / Revisions

1/16" = 1'-0"

10'- 8"

C

Drawing Title

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AVG GRADE

A.1 NORTH EXTERIOR ELEVATION

51.33

18' - 10"

BUILDING A.2 ELEVATIONS

50.00

Drawing Number

8

Description

C:\Users\SethM\Documents\LXP03AR_r22_ARCH_MAIN_SethM23FJM.rvt

HEIGHT OF BUILDING A.2

AVG GRADE

A.2 NORTH ELEVATION AT SOUTH COURTYARD

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Date

G

ROOF

A

Drawing Title

32.50

10

No.

C

B

C D

RETAIL FLOOR

9

10

Project Manager:

PARKING LEVEL

32.50

H 11/1/2022 11:29:45 AM

H

G

18' - 0"

PARKING AREA

RETAIL FLOOR

6

51.33

Description

Issues / Revisions

E

C

B

F

3' - 0" SIGN BAND

C

G

C:\Users\SethM\Documents\LXP03AR_r22_ARCH_MAIN_SethM23FJM.rvt

51.33

PROGRESS SET

NOT FOR CONSTRUCTION

21' - 4"

12' - 8" 10' - 8"

51' - 10 3/8"

10' - 8"

62.00

H

Date

3/32" = 1'-0"

30.00

FIRST FLOOR

C

No.

FIRST FLOOR

R NORTH EXTERIOR ELEVATION

PARKING LEVEL

SECOND FLOOR

G

F Issues / Revisions

72.66

18' - 10"

C:\Users\SethM\Documents\LXP03AR_r22_ARCH_MAIN_SethM23FJM.rvt

F

THIRD FLOOR E

11/1/2022 11:29:20 AM

3

85.31

E

21' - 4"

TOP OF ROOF

ROOF A

F

Seals

FOURTH FLOOR

10' - 8"

E

A

E

AVG GRADE

32.00

95.97

A

PROGRESS SET

NOT FOR CONSTRUCTION

10' - 8"

HEIGHT OF BUILDING R

RETAIL FLOOR

E

61' - 6"

Seals

50.00 A

C

3/32" = 1'-0"

10' - 8"

ROOF

PROGRESS SET

NOT FOR CONSTRUCTION

18' - 0"

E

E

A.2 SOUTH EXTERIOR ELEVATION

21' - 3"

Seals

E

5

TOP OF ROOF

ROOF

32.50

HEIGHT OF BLDG A.1

RETAIL FLOOR

H

30.00

3 - A.1 & A.2 EAST EXTERIOR ELEVATION

Project Architect: Project Designer:

1/16" = 1'-0"

Drawing Number

7 PM

Project No: Project Number

PA

Production Leader:

PL

ID

Peer Reviewer:

PR

A4.14

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PORTFOLIO | SETH MARKS

03.

ROXBURY RESILIENCE HUB

OPERATIONS

DAILY

RECOVERY

Project Drawings & Renderings

Status: Graduate Academic Project Year: 2024 Typology: Multi-Use, Residential & Commercial Location: Roxbury, MA

VISION This health and wellness facility will offer services that allow the local youth and residents to optimize their mental and physical well-being. The main program area will primarily serve as a community event space that the school can rent out for after school student activities, as well as provide access to the public. It can be utilized for wellness centric activities like meditation or support groups, as well as for workshops related to mental health, nutrition, or emergency preparedness. Ideally, the room would also be utilized to house/ shelter individuals and provide relief supplies in a time of crisis. The hub’s third floor bedrooms may also house locals in times of crisis, and the green spaces offer wellness through tranquility. As there is a general lack of convenient transit access to reach related services that are within a mile radius or beyond, this hub’s services will be unique to this neighborhood.

FLEXIBLE

DISRUPTION

8

SELECTED WORK | RESILIENCE HUB

SECOND FLOOR

FIRST FLOOR & SITE THIRD FLOOR

BASEMENT

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PORTFOLIO | SETH MARKS

04.

INSTITUTE OF LIVING ENTRY

Entrance Renovation and Landscaping Status: Professional Project Firm: Tecton Architects Year: 2022 Typology: Healthcare Location: Hartford, CT

PROJECT ROLE Modeled existing conditions including building entrance and associated elevations, along with site. This involved developing schematic drawings throughout the conceptual phase, as well as modifying landscape features and exterior lighting in collaboration with PM and client. Throughout the project phase, there was continued coordination with the project manager and designer to produce renderings with various signage and material options for the client to choose from. full set of detailed colored elevations, as well as a site model with various rendered views.

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SELECTED WORK | IOL ENTRY A

A

Notice: This drawing is the property of Tecton Architects | pc use, re-use or reproduction of this drawing for any pu whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohib Rights to use the information on this sheet are not transferred until payment has been received for serv rendered. Any rights so granted are non-transferable other parties without the prior expressed written cons of Tecton Architects | pc

B

B

© 2022 Tecton Architects | pc

Client/ Contractor

Owner C

C Client Address Client City , State Project

Project Name Project Address D

D

PROJECT NORTH

Seals

E

E

REGRADE FOR DRAINAGE

ISSUED FOR PERMIT

REGRADE FOR DRAINAGE

F

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A

2

Issues / Revisions No.

Date

Description

B

G

G Drawing Title

SITE PLAN

C

LEVEL 1 0’ − 0"

H 7/28/2022 9:40:48 AM

1 10

10

D

H

1/8" = 1'-0"

9

9

A

SITE PLAN 8

7

8

6

7

5

4

6

2

3

2

5

EXTERIOR DOOR/ENTRANCE VESTIBULE 1/2" = 1'-0"

Project No: Project N

Project Architect:

Production Leader:

Project Designer:

Peer Reviewer:

Drawing Number

1

4

Project Manager:

DS1.08

3

2

A

1

C:\Users\JimF\OneDrive - Tecton Architects\Documents\IL60ar - RenoOptionsAll_CENTRAL_jimfT7ZMU.rvt

E

B

C

D

Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited.

Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

B

Client/ Contractor

Owner

2

1/2" = 1'-0"

Client Address Client City , State Project

LEVEL 1 0’ − 0"

Project Name Project Address D

1

10

9

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

PROJECT NORTH

8

7

6 Seals

C:\Users\JimF\OneDrive - Tecton Architects\Documents\IL60ar - RenoOptionsAll_CENTRAL_jimfT7ZMU.rvt

LEVEL 1 0’ − 0"

C G

H

EXTERIOR DOOR/ENTRANCE VESTIBULE

© 2022 Tecton Architects | pc

F

7/28/2022 9:40:50 AM

C:\Users\JimF\OneDrive - Tecton Architects\Documents\IL60ar - RenoOptionsAll_CENTRAL_jimfT7ZMU.rvt

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E

E

F

F

Issues / Revisions No.

5

4

3

ISSUED FOR PERMIT

Date

Description

LEVEL 1 0’ − 0"

G

G Drawing Title

SECTIONS

Project Manager:

H 7/28/2022 9:40:50 AM

1

INTERIOR DOOR

H

1/2" = 1'-0"

Project No: Project Number

Project Architect:

Production Leader:

Project Designer:

Peer Reviewer:

Drawing Number

DS1.11

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PORTFOLIO | SETH MARKS

05.

ROOT RECOVERY CENTER Facade Re-design

Status: Professional Project Firm: Tecton Architects Year: 2022-23 Typology: Healthcare Location: Hartford, CT

PROJECT ROLE In the early project concept phase, site photos were utilized to update existing conditions and model site layout. This process also involved modeling new site features and landscaping in line with the client’s vision for patient circulation. As far as the revisions to the building exterior, the project phase required coordination with the project designer and manager to model facade additions over existing conditions, in which materials were assigned to the new facade construction and renderings were provided to the project manager and client. The final product for the conceptual submission included sets of elevations (rendered/colored) which were used for early material cost estimates.

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Notice: This drawing is the property of Tecton Architects | pc. The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited.

Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

B

Client/ Contractor

SOUTH FACADES RENDERED

1

SELECTED WORK | ROOT RECOVERY CENTER

© 2022 Tecton Architects | pc

3/32" = 1'-0"

C B

2

ROOT CENTER FOR ADVANCED RECOVERY 355 BROAD ST MANCHESTER, CT 06040 Project

WESTON RECOVERY CENTER FACADES

1

12-14 & 16-18 WESTON ST A

D

Seals

16-18 ELEVATION RENDERED

3

3/32" = 1'-0"

E

12-14 ELEVATION RENDERED

PROGRESS SET

NOT FOR CONSTRUCTION

3/32" = 1'-0"

F

Issues / Revisions No.

Date

Description

G Drawing Title

RENDERED EXTERIOR ELEVATIONS & BIRD'S EYE VIEW Project Manager:

H

TC

Project No:

RCA15AR

Project Architect:

Production Leader:

Project Designer:

Peer Reviewer:

SM

Drawing Number

A1.03

BIRD'S EYE VIEW: FULL SITE 10

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1

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PORTFOLIO | SETH MARKS

06.

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ELECTRICAL

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SM

Peer Reviewer:

RA

C

3 1/8"

A8.20 RWL

SEALANT ALL AROUND DOORS, TYP.

J

VARIES

K TRACK AND TROLLEY TO BE MOUNTED TO CEILING OF APPARATUS BAY

PRE-FABRICATED CUPOLA K8 A2.32

CMU WALL

4" / 1'-0"

F

EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" METAL STUD. AVB, AS SHOWN, TYP. FRT WD BLOCKING, TYP. 5/4" x 6 PVC TRIM, PTD.

F12 A4.11 E3 A8.30

F8 A2.32

E5 A8.30 B

JAMB & SILL

SIM.

FLOOR CONSTR. GROUND FLOOR 0' - 0"

C12ELEVATIONS - INTERIOR STOREFRONT

F12

A4.11

8"

1"

RWL

6"

G6

EXTERIOR STOREFRONT RWL SILL WALL CONSTRUCTION, SEE 1 1/2" = 1'-0"

K12 A2.32

SIM.

F4 A2.32

3' - 0"

1' - 8" BACKER ROD & SEALANT, TYP. 3"A 1 3/4" 3 5/8"

11 5/8"

1 1/2" = 1'-0"

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

NOM. 1x2

MATERIAL

1' - 5" 8' - 8" R.O.

C5 A2.30

RWL

GROUND

E9

BACKER ROD & SEALANT, TYP.

BACKER ROD AND EXTERIOR WALL CONSTRUCTION SEALANT TYPE 3: BRICK ON CMU BACKUP

K3 A8.30

GROUND FLOOR AVB, AS SHOWN,0'TYP. - 0"

H

NOM. 1x INTERIOR WD CASING, PTD, TYP.

GWB ON METAL STUD RWL

10

3"

SEALANT, BACKER ROD & SHIMS

7" / 1'-0"

BOND BEAM LINTEL, SEE STRUCTURAL F/FRAME 8" 7"

GWB ON METAL STUD COMPOUND CEILING

DOOR AS S

METAL STUD BOX BEAM

14

FRT WD BLOCKING, TYP.

NOM. 1x4 INTERIOR WD TRIM, PTD, SF6 TYP.

POCKETK4 DOOR

GALV. STEEL LINTEL, PAINT.

SHIM, AS REQ'D.

NOM. 1x INTERIOR WD CASING, PTD, TYP.

WEEP VENTS @ 24" O.C., TYP. THRU NOM.WALL 1x2 FLASHING WITH METAL DRIP WD INTERIOR TRIM, PTD., TYP

1 1/2" = 1'-0" A2.31

FIRE SAFING, TYP.

1/2" INTERIOR WD

CASING, ALUM. STOREFRONT FRAME W/PTD, SHIMTYP. & SEALANT, EXTERIOR WALL CONSTRUCTION TYPE TYP. 1: BRICK ENTIRE PERIMETER, BOTH SIDES, ON 6" METAL STUD. 45 MIN. FIRE-RATED DOOR ALUM. FRAME. MASONRY ANCHORS, TYP.

FIRE SAFING, TYP.

A WOOD TRIM TO MATCH

K5 A8.30

BRICK SOLDIER COURSE.

G4

1' - 3"

1' - 0" WALL CONSTRUCTION, SEE FLOOR PLANS, TYP.

POCKET DO AND TRACK

K3 HEADER INTERIOR STOREFR A8.30

CAVITY DRAINAGE MESH 2x NOM. FRT WD BLOCKING, TYP.

SF7

METAL STU

3' - 4" HEADER. R.O. K7 A8.30

E7 3/16" 1 1/2" = 1'-0"

GROUND FLOOR

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

H7 A8.30

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP.

J9 A4.11

MASONRY ANCHORS, TYP.

1 1/2" = 1

WALL TYPE INDICATED.

F4 A2.31

1/2" INTERIOR WD CASING, PTD, TYP. FRT WD BLOCKING, TYP.

K5 A8.30

INTER

E9

NOM. 1x2 INTERIOR WD TRIM, PTD., TYP

'J' BEAD, TYP.

5

SF2

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

2"

INTERIOR STOREFRONT JAMB

BOND BEAM LINTEL, REFER TO STRUCT. DWGS. 5

RWL

4' - 4"

7' - 4" M.O.

7' - 4" M.O.

3' - 4"

ACCESS PANEL & FRAME - K H5 A8.30 INSULATED AS REQUIRED

FIRE RATED SYSTEM SF8 45 MIN.

VARIES

3' - 0"

4' - 4" M.O. 7' - 4" 3' - 0"

4 1/2"

WALL CONSTRUCTION, SEE FLOOR GROUND FLOOR PLANS, TYP. 0' - 0"

ACCESS PANEL DETAILS - TYP.

FLOOR PLANS, TYP. 1' - 8" NOM. 1x WD CHAIR RAIL, PTD. SEE FINISH PLANS. 11 5/8" 3" 1 3/4" 3 5/8" ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE PERIMETER, BOTH K SIDES, TYP.

GROUN A H7 A8.30

FIRE RATED SYSTEM SF8 45 MIN.

SEE PARTITION TYPES

ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE PERIMETER, BOTH 6' - 6" R.O. SIDES, TYP. 1" 6"

TYP. SEALANT ALL B6AROUND8"& BOTH SIDES OF FRAME, A2.31

EQ

G

F12 A2.32

GROUND FLOOR 0' - 0"

PT

FLOOR CONSTR.

H5 A8.30 C

J

SEALANT, ENTIRE PERIMETER, 0' - 0" BOTH SIDES, TYP.

SF3

TYPICAL EXTERIOR STOREFRONTK7 SILL E7 F12A8.30 1 1/2" = 1'-0" A8.30

F9 A4.11

ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE PERIMETER, BOTH SIDES, TYP.

TYPE

INSULATED

FINISH

MATERIAL

TYPE - PANEL 2

TYPE - PANEL 1

HEIGHT

7' - 4" M.O.

J B

M.O.

FIRE RATED SYSTEM SF9 45 MIN.

L

SEALANT ALL AROUND DOORS, TYP. HOLLOW METAL FRAME

F/FRAME

4 1/2"

2 1/2"

BACKER ROD & SEALANT, TYP.

1/4" = 1'-0"

DOOR F12 A2.31

F/SIDING AT JAMB

7' - 4" M.O.

4 1/2"

L

CHAIR RAIL

BOND BEAM LINTEL, SEE STRUCTURAL

SEALANT, BACKER ROD & SHIMS NOM. 1 X PVC TRIM, PTD.

WIDTH - LEAF 2

WIDTH - LEAF 1

OPENING WIDTH

LEAF QUANTITY

FIRE RATING

ROOM NAME

3" / 1'-0"

3"

F/FRAME

4 1/2"

1 1/2" = 1'-0"

HM

GROUND FLOOR 0' - 0" K12 A8.30

E7 A8.30

3' - 4" M.O.

NOM. 1x WD CHAIR RAIL, PTD. SEE FINISH PLANS.

7' - 6" M.O. 3' - 0"

EQ

F

GYP. 5 BD. & 1 1/2" METAL FURRING

7" / 1'-0"

EXTE

H9

VARIES

1 1/2" = 1

LAP AVB 6" OVER FLASHING, AS SHOWN, TYP.

5"

AT JAMB CAVITYF/BRICK DRAINAGE MESH

9

H9 A8.30

STOREFRONT ELEVATIONS - GROUND INTERIOR ALUM. STOREFRONT FRAME FLOOR W/ SHIM &

F

A8.30 EXTERIOR STOREFRONT JAMB 6' - 4"

B12 A2.31

4" / 1'-0"

D

E

1 1/2" = 1'-0"

ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE PERIMETER, BOTH SIDES, TYP.

METAL STUD 2" / 1'-0" FURRING

1

FRT WD BLOCKING, TYP. 5/4" x 6 PVC TRIM, PTD.

E7

E12

HM AL HM HM HM HM HM HM HM 6 AL HM HM HM AL HM HM 4" TYP. HM C HM K12 HMA8.30 AL HM HM GROUND FLOOR HM 0' - 0" HM HM HM HM HM HM HM 3 EQ HM HM

4' - 2" R.O.

Production Leader:

SH

OVER HEAD DOOR ELEVATION - OH1 H.5 F12 A5.30

DOOR NUMBER

2 1/2"

3"

MS

Drawing Number

K12 A5.30

G12 1/4" = 1'-0"

G

Project Architect: Project Designer:

HEAD

F/SIDING AT JAMB

F

1/4" = 1'-0"

SIM. B3 LIGHT GAUGE METAL A2.31 BOX HEADER

EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" METAL STUD.

L

C

FIRE RATED SYSTEM SF9 45 MIN.

WALL TYPE AS INDICATED

STOREFRONT ELEVATIONS - EXTERIOR AVB, AS SHOWN, TYP.

EXTERIOR STOREFRONT HEAD

7' - 0"

4' - 2" R.O.

14' - 0"

1 1/2" = 1'-0"

C12

SEALANT, BACKER ROD & SHIMS NOM.1/4" 1 X = 1'-0" PVC TRIM, PTD.

3"

F/FRAME

GROUND FLOOR - 0" & BACKER0'ROD SEALANT, TYP.

HM1 SF2 HM1 HM1 HM1 HM1 HM1 HM1 HM1 SF3 HM2 HM2 H12HM2 A8.30 SF4 3' - 4" HM2 M.O. HM2 HM2 HM2 HM2 SF4 HM2 HM2 HM2 SF4 HM2 HM2 HM2 HM2 HM2 HM2 7' - 6" HM2 M.O. 3' - 0" HM2 HM2

HM3 HM3 HM3

7' - 2"

H

HEAD & SILL DETAIL @ LOUVER CLEAR I

K3

1 1/2" = 1'-0"

1 1/2" = 1'-0"

WHEEL GUARDS - TYP.BLF01AR JM Project No:

5"

3' - 0"

AL AL AL HM HM HM HM HM AL AL HM AL HM

B

3' - 0"

7

SILL DETAIL @ BRICK W/ CMU BACKUP

TRIFOLD SILL DETAIL BACKER ROD AND SEALANT

Project Manager:

K

3 5/8"

A8.30

4A8.30 1/2"

7' - 2" R.O.

K6

F

F10

PTD. ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE PERIMETER, BOTH SIDES, TYP.

4"

1 1/2" = 1'-0"

3' - 0"K12

SF4

SEE FLOOR PLANS FOR WALLS TYPES, TYP. NOM. 1 X PVC TRIM,

A8.30 AVB, AS SHOWN, F H12 HM TYP. PT A8.30 F B 6' - 4" HM FRT WD BLOCKING, TYP. PT 5/4" x 6 PVC M.O. F HMTRIM, PTD. PT

EXTERIOR STOREFRONT JAMB E3

3" / 1'-0"

REFER TO E6 /A8.20 & K6 /A8.20 FOR SIM. NOTES & DIMS.

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

2"

H10 A5.40 MECHANICAL ATTIC 12' - 0"

GWB ON METAL STUD

D

BACKER ROD & SEALANT, TYP.

4' - 4"

7 5/8"

1 1/2" = 1'-0"

8

WINDOW ELEVATIONS AND DETAILS

F.9

INSULATED SOLID PANEL

SILL DETAIL @ BRICK W/ METAL STUD BACKUP 9

1/2" FRT PLYWOOD STOOL & CASEMENT ASSEMBLY, AS SHOWN, TYP., SEALANT & BACKER ROD, ENTIRE PERIM., BOTH SIDES, TYP, ALUM. SILL FLASHING W/ DRIP, TYP, T.O. SILL EL. +12' - 8"

MASONRY ANCHORS, TYP.

1/2" 3" 1 7/8" 3 5/8"

B

Drawing Title

INWALL BLOCKING AS REQ'D.

C

EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" METAL STUD.

SF1 SF5 SF8 HM1 HM1 HM1 HM1 HM1 SF7 SF7 HM1 SF2 HM1

E5

3' - 8" 5' - 0" 3' - 0"

3' - 0"

10

K10

INSULATED GLASS PANEL

PVC CASEWORK, SEE ELEVATIONS &EXTERIOR DETAILS. TRIM 12" CHANNEL

3' - 0"

AVB, EXTEND DOWN 2'-0" AND WRAP INTO WINDOW SILL EXTERIOR WALL CONSTRUCTION TYPE 1: BRICK ON 6" METAL STUD. MASONRY ANCHORS, TYP.

CONT. WD BLOCKING.

SENSORS TO BE MOUNTED TO CMU - TYP.

J

6' - 0"

R22_Arch_stephenm3ZSGC.rvt

1 1/2" = 1'-0"

11

AVB, EXTEND DOWN 2'-0" AND WRAP INTO WINDOW SILL EXTERIOR WALL CONSTRUCTION TYPE 3: BRICK ON CMU BACKUP

1' - 3 5/8"

SILL DETAIL @ SIDING W/ METAL STUD BACKUP 12

6"

INSULATED GLASS PANEL

WEEP VENTS @ 24" O.C., TYP.

B.O. HEAD EL. +17' - 4" ALUM. FIXED LOUVER, TYP,

E12

E

2

7' - 4" M.O.

5/8"

WEEP VENTS @ 24" O.C., TYP. THRU WALL FLASHING WITH METAL DRIP

1/2"

WEEP VENTS @ 24" O.C., TYP.

4"

M.O.

4" TYP.

1" / 1'-0"

1"

BRICK SOLDIER COURSE

INSULATED GLASS PANEL

NOM. 1 X PVC TRIM, PTD.

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

L

4' - 4" M.O.

K12

1/2"

3x NOM. FRT WD BLOCKING, TYP.

vit 2022\BLF01AR_R22_Arch_stephenm3ZSGC.rvt

1/2" 3"

METAL FLASHING

SOFFIT

NOM. 1 X 2 PVC TRIM, PTD. THRU WALL FLASHING AVB, AS SHOWN, TYP.

3'A8.30 - 0" 3' - 3'0"- 4" M.O. 3' - 0"

CLEAR FULLY TEMPERED FLOAT GLASS 1/4" THICKNESS

7' - 4"

THRU WALL FLASHING WITH METAL DRIP

EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" METAL STUD.

BACKER ROD & SEALANT, ENTIRE PERIM.

SOLID CMU COURSE AT OPENINGS, TYP.

WEEP VENTS @ 24" O.C., TYP.

1/2"

G

NOM. 1x4 INTERIOR WD WINDOW TRIM, PTD., TYP

METAL STUD BOX BEAM HEADER FRT WD BLOCKING, TYP.

A

H12

1 1 1

MECHANICAL CHAIR RAIL B 45-, 60-,ATTIC OR 90-MINUTE FIRE-PROTECTION-RATED GLAZING C 1" LOW-E INSULATING-GLASS UNITS 202 MECHANICAL ATTIC

3' - 0"

BRICK SOLDIER COURSE

FRT WD BLOCKING, TYP.

1/2" INTERIOR WD WINDOW STOOL, PTD. SHIM AS REQ'D., TYP.

RWL

GLAZING SCHEDULE MEZZANINE LEVEL TYP. 201A MEZZANINE B6 NOTES: 1. ALL EXTERIOR GLAZING TO BE TYPE 'C' UNLESS OTHERWISE NOTED. INTERIORMEZZANINE GLAZING TO BE TYPE 'A' UNLESS OTHERWISE NOTED. A2.31 2. ALL 201B 3. ALL INTERIOR GLAZING IN FIRE-RATED PARTITIONS & DOORS TO BE TYPE 'B'.

201C GLASS TYPE MEZZANINE DESCRIPTION

ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE PERIMETER, BOTH SIDES, TYP.

FRAMING T.O. COUNTER EL. + 2' - 10"

SEALANT & BACKER ROD, ENTIRE PERIM., BOTH SIDES, TYP,

1 1/2" = 1'-0"

4 1/2"

METAL FLASHING WITH HEMMED DRIP EDGE, PITCH TO DRAIN

INSULATED GLASS PANEL

BACKER ROD BEHIND NAILING FLANGE, TYP.

DESCRIPTION

2 2 1 1 1 1 1 1 1 7 1 7.1 2 1 1 1

45 MIN

2 1/2"

BACKER ROD & SEALANT, ENTIRE PERIM.

C12 C

QUARTZ COUNTER TOP, AS SCHEDULED, ON EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER PLYWOOD SUBSTRATE.

A

DESCRIPTION

6' - 0" 3' - 0" 3' - 0" 7' - 0" FG1 FG1 AL FF 6' - 0" 3' - 0" 3' - 0" 7' - 0" FG1 FG1 AL FF 3' - 0" 3' - 0" 7' - 0" FG AL FF 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 3' - 0" 3' - 0" 12 7' - 0" FG WD WDD-110 11 6 9 FG 10 3' - 0" 3' - 0"8 7' - 0" WD WDD-1 45 MIN 6' - 0" 3' - 0" 3' - 0" 7' L- 0" F F WD WDD-1 3' - 0" 3' - 0" 7' - 3" FG1 AL FF 7 1/8" 3" 3' - 0" 3' - 0" 7' - 0" FG WD WDD-1 4' - 8" 4' - 9" 7' - 0" F WD WDD-1 A 4' - 6" 4' - 5 1/2" PT EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" WDD-1 COLD FORMED METAL 1 3' - 0" 3' - 0" 7' - 0" F WD FRAMING 1 3' - 0" 3' - 0" 7' - 3" FG1 AL FF 1 3' - 0" 3' - 0" 7' - 0" FG WD WDD-1 SOFFIT 1 3' - 0" 3' - STUD 0" BOX BEAM 7' - 0" F WDD-1 METAL NOM. 1WD X 2 PVC HEADER TRIM, PTD. 1 3' - 0" 3' - 0" 7' - 0" FG THRU WD WALL FLASHINGWDD-1 FRT WD BLOCKING, TYP. AVB, AS SHOWN, TYP. WDD-1 SMOKE 1 3' - 0" 3' - 0" 7' - 0" F WD SMOKE 1 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 EXTERIOR PVC SMOKE 1 K8 3' - 0" 3' - 0" 7' F8 - 0" F WD TRIM 12" CHANNEL WDD-1 J12 BACKER ROD & SMOKE 3' - 0" 9 7' - 0" F8 WD WDD-1 7 A2.31 A4.11 10 1 A2.31 3' - 0" SEALANT, TYP. B GWB ON METAL STUD 2 6' - 0" 3' - 0" 3' - 0" 7' - 2" FG1 FG1 NOM. 1AL FF X PVC TRIM, PTD. 45 MIN 1 3' - 0" 3' - 0" 7' - 0" G WD WDD-1 ALUM. STOREFRONT FRAME W/ SHIM &HM SEALANT, ENTIRE PT 2 6' - 0" 3' - 0" 3' - 0" 7'GLAZING - 0" G G SCHEDULE PERIMETER, BOTH SIDES, TYP. RWL 1 3' - 0" 3' - 0" 7' - 0" F WD WDD-1 NOTES: RWL 3 5/8" 5" 3" RWL ALL EXTERIOR GLAZING TO BE TYPE 'C'FG1 UNLESS OTHERWISE NOTED. AL 1 3' - 0" 3'ROD - 0"AND SEALANT 2.1. ALL 7'F/FRAME - TO 2" FF BACKER INTERIOR GLAZING BE TYPE 'A' UNLESSF/SIDING OTHERWISE NOTED. AT JAMB 3. ALL INTERIOR GLAZING PARTITIONS & DOORS TO BE TYPE 'B'.

14' - 0" 14' - 0" 14' -IN0"FIRE-RATEDOH2 STL FF EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER GLASS TYPE DESCRIPTION 14' - 0" 14' - 0" 14' - 0" OH2 STL FF CEMENT SIDING ON 6" COLD FORMED METAL FRAMING ASTOREFRONT CLEAR FLOATHEAD GLASS 1/4" THICKNESS STL 14' - 0" 14' - 0" 14'FULLY - 0"TEMPEREDOH1 FF EXTERIOR B 45-, 60-, OR 90-MINUTE FIRE-PROTECTION-RATED GLAZING 14' - 0" C12 14' - 0" = 1'-0" 14' INSULATING-GLASS - 0" OH1 STL FF 1 1/2" C 1" LOW-E UNITS SOFFIT 14' - 0" 14' - 0" 14' - 0" OH1 STL FF NOM. 1 X 2 PVC C 7" / 1'-0" 7" / 1'-0" TRIM, PTD. 1 3' - 0" 3' - 0" 7' - 2" FG1 AL FF THRU WALL FLASHING FRT WD BLOCKING, TYP. 131 IT 45TYP. MIN 1 3' - 0" 3' - 0" 7' - 0" F HM PT AVB, AS SHOWN, 132A GEAR 1 3' - 0" 3' - 0" 7' - 0" F HM PT ALUM. STOREFRONT EXTERIOR PVC 132B GEAR 1 3' - 0" 3' - 0" 7' - 0" G HM PT FRAME W/ SHIM & TRIM 12" CHANNEL SEALANT, ENTIRE 132C GEAR 1 3' - 0" 3' - 0" 7' - 0" G CHAIR RAIL HM PT BACKER ROD & PERIMETER, BOTH SEALANT, TYP. SIDES, TYP. GWB ON METAL STUD 133 MECHANICAL 2 4' - 8" 3' - 0" 1' - 8" 7' - 0" F F HM- EXTERIOR PT NOM. 1 X PVC TRIM, STOREFRONT ELEVATIONS PTD. 134 STORAGE 1 3' - 0" 3' - 0" 7' 0" F HM PT B3 1/4" = 1'-0" ALUM. STOREFRONT FRAME W/ SHIM & SEALANT, ENTIRE A2.31 135 TOILET 1 3' - 0" 3' - 0" 7' - 0" F HM PTL PERIMETER, BOTH SIDES, TYP. 136 ELECTRICAL 1 3' - 0" 3' - 0" 7' - 0" F HM PT 3 5/8" 5" 3" 137 DECON 2 6' - 0" 3' - 0" 3' - 0" 7' - 0" F F HM PT BACKER ROD AND SEALANT F/FRAME F/SIDING AT JAMB D 138 SCBA 2 6' - 0" 3' - 0" 3' - 0" 7' - 0" F F HM PT 9 8 7 6 5 4 EQ 139 STORAGE 2 6' - 0" 3' - 0" 3' - 0" 7' - 0" E7 F F HM PT SEALANT, BACKER ROD A8.30 WORK ROOM 2 6' - 0" 3' - 0" 3' - 0" 7' - 0" F F HM PT & SHIMS EXTERIOR140 STOREFRONT HEAD 6' - 4"

CEMENT SIDING ON 6" COLD FORMED METAL

SHIM AS REQ'D, TYP. HEAD JAMB & SILL,

E

10

L

TRI-FOLD OPERABLE PARTITION (DOOR), SEE 7 1/8" 3" SPECS.

Description FOR PERMIT & CONSTRUCTION

DOOR

SIZE

1/2" = 1'-0"

GROUND FLOOR 101A VESTIBULE 101B VESTIBULE 102 LOBBY 105 MEN'S 106 WOMEN'S 107 TOILET / SHOWER 108 TOILET / SHOWER 109 CUSTODIAL CLOSET 111 WATCH 4.6 5.8 5.9 1125 OFFICE 113.1 FURNITURE STORAGE 113A TRAINING C10 113B TRAINING A4.10 113C TRAINING 114 KITCHEN 115.1 CLOSET 115A DAY ROOM 115B DAY ROOM 116 STORAGE 117 FITNESS 118 BUNK 119 BUNK 120 BUNK C9 121 BUNK A4.11 12 11 122A TRANSITION 122B TRANSITION L 122C TRANSITION RWL 3" 123 ICE 7 1/8" RWL 130A APPARATUS BAYS 130B APPARATUS BAYS 130C APPARATUS BAYS 130D APPARATUS BAYS 130E APPARATUS BAYS F8 130F APPARATUS BAYS METAL STUD BOX BEAM HEADER A2.32 130G APPARATUS BAYS

F/SIDING AT JAMB

BACKER ROD BEHIND NAILING FLANGE, TYP.

1/2" INTERIOR WD WINDOW STOOL, PTD. SHIM AS REQ'D., TYP.

No. Date 05/15/2023

KITCHEN

1 1/2"

9"

FIBERGLASS WINDOW

TRAINING ROOM

TRACK AND TROLLEY TO BE MOUNTED TO CEILING APPARATUS BAY Issues OF / Revisions

SIM.

11

E.9

INSULATED SOLID PANEL FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

NOM. 1x4 INTERIOR WD WINDOW TRIM, PTD.PT-1, TYP

H

1' - 0"

B3 A2.31 12

3"

AVB, EXTEND DOWN 2'-0" AND WRAP INTO WINDOW SILL

11 5/8"

A

8" F/BRICK

B

1 1/2" = 1'-0"

F/FRAME

5/4" x 4 PVC TRIM, PTD., TYP.

FRT WD BLOCKING, TYP.

5/8"

A4.10

1 1/2" = 1'-0"

3"

FIBERGLASS WINDOW, TYP.

BACKER ROD & SEALANT, ENTIRE PERIM.

NOM. 1x4 INTERIOR WD WINDOW TRIM, PTD., TYP

K

2' - 8" R.O. 2 EQ. LITES

4 1/2" 1' - 4"

9" F/FRAME

FIBERGLASS WINDOW, TYP

BACKER ROD BEHIND NAILING FLANGE, TYP.

3"

H3

4" / 1'-0"

TRIFOLD JAMB DETAIL

K12 A2.31

F12 A5.30

HEAD & SILL DETAIL @ LOUVER K5 II

1

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

1/2" INTERIOR WD WINDOW STOOL, PTD. SHIM AS REQ'D., TYP.

3"

6' - 0" R.O. 4 EQ. LITES

8' - 8" 4"

3x NOM. FRT WD BLOCKING, TYP.

4"

F/BRICK

D11

G.3

1' - 8"

3"

FOR PERMIT & CONSTRUCTION

4 1/2"

9"

Seals

G

A

SEE FLOOR PLANS FOR WALL CONSTR, TYP. SEE DETAIL B10 /A7.71 FOR TRIM & WALL DETAIL.

4" / 1'-0" TRAINING ROOM

2 1/2"

3 5/8"

ALUM. SILL FLASHING W/ DRIP, TYP, T.O. SILL EL. +27' - 1 3/4"

E

JAMB DETAIL @ BRICK W/ CMU BACKUP 1 1/2" = 1'-0"

2 1/2" 3/8"

5/4 x 3 PVC TRIM, PTD.

1 1/2"

F/FRAME

J

SEALANT & BACKER ROD, ENTIRE PERIM., BOTH SIDES, TYP,

1 1/2" = 1'-0"

AVB, EXTEND OUT 2'-0" AND WRAP INTO WINDOW JAMB

BACKER ROD & SEALANT, ENTIRE PERIM.

H6

TRIFOLD HEAD DETAIL

EXTERIOR WALL CONSTRUCTION TYPE 3: BRICK ON CMU BACKUP

FIBERGLASS WINDOW, TYP.

1 1/2" = 1'-0"

F/SIDING

2" / 1'-0"

1/2" FRT PLYWOOD STOOL & CASEMENT ASSEMBLY, AS SHOWN, TYP.,

D12

14'-0" CLEAR 6 EQ PANEL

6 1/2"

F/FRAME

1x WD TRIM & CASING, PTD.

*COORD.C.5 W/ PARTITION MANUF. STANDARD ALUM. FIXED LOUVER, TYP, DIRECT MOUNT DETAILS.

F

10

3 5/8"

B.O. HEAD

F12 A2.31

SEALANT - ALL AROUND CONTINUOUS WD BLOCKING

G.3

RWL

F

SIM.

F/SIDING AT JAMB

H10

B.O. HEAD EL. + 7' - 0"

T.O. MASONRY EL. +27' - 0"

BACKER ROD BEHIND NAILING FLANGE, TYP.

JAMB DETAIL @ BRICK W/ METAL STUD BACKUP

L

B

SIDES, TYP,

D

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

FRT WD BLOCKING, TYP.

BACKER ROD & SEALANT, ENTIRE PERIM.

1 1/2" = 1'-0"

SEE DETAIL B10 /A7.71 FOR TRIMA& WALL DETAIL.

1

5/4 x 4 PVC TRIM, PTD., TYP.

JAMB DETAIL @ SIDING W/ METAL STUD BACKUP

PARTITION TRACK, COORD. WITH MANUF. FOR DIRECT MOUNT DETAILS.

A

.080 ALUM BRAKE METAL ON 1/2" EXT SHEATHING, EXTEND INTO LOUVER OPENING, TYP.

3"

AVB, EXTEND OUT 2'-0" AND WRAP INTO WINDOW JAMB

BACKER ROD BEHIND NAILING FLANGE, TYP.

K8 A2.32

2x FRT BLOCKING, TYP. 1x WOOD TRIM CASING, PTD. SHIM AS REQ'D, TYP. HEAD JAMB & SILL, TYP. TRI-FOLD OPERABLE PARTITION (DOOR).

SEALANT & BACKER ROD, ENTIRE PERIM., BOTH

F/BRICK AT JAMB

FIBERGLASS WINDOW, TYP.

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

BACKER ROD & SEALANT, ENTIRE PERIM.

C

TRI-FOLD OPERABLE PARTITION, SEE SPECS.

1x WD TRIM, PTD.

EL. +29' - 10PTD. 3/4" 1x3 WOOD TRIM CASING,

3 5/8"

8 7/8"

FRT WD BLOCKING, TYP.

BACKER ROD BEHIND NAILING FLANGE, TYP.

C:\Users\StephenM\Documents\^^Tecton Projects\Revit 2022\BLF01AR_R22_Arch_stephenm3ZSGC.rvt

1 1/2" = 1'-0"

10

3 1/8"

FIBERGLASS WINDOW, TYP.

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

1 1/2" = 1'-0"

KITCHEN

E

WD. BLOCKING AS REQ'D FOR DIRECT MOUNT.

SHIM, AS REQ'D.

EXTERIOR WALL CONSTRUCTION TYPE 1: BRICK ON 6" METAL STUD.

BAILOUT SILL 3.9 @ CMU 3 4.1

WALL TYPE AS INDICATED.

NOM. 1x INTERIOR WD CASING, PTD, TYP.

F/BRICK AT JAMB

AVB, EXTEND OUT 2'-0" AND WRAP INTO WINDOW JAMB

B9

2.3

360 TUNXIS AVENUE BLOOMFIELD, CT 06002

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP., LAP CASING AS SHOWN.

F/FRAME

3 5/8"

F/FRAME

1 1/2"

F/SIDING AT JAMB

EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" METAL STUD.

D

2"

F/BRICK AT JAMB

HEAD DETAIL @ BRICK W/ CMU BACKUP

SHIM, AS REQ'D.

L

B11 BLOOMFIELD 1 1/2" = 1'-0"CENTER

METAL STUD FRAME HEADER.

3"

E

NOM. 1x INTERIOR WD CASING, PTD, TYP.

SHIM, AS REQ'D.

6 1/2"

1 1/2" = 1'-0"

BAILOUT1 JAMB @ CMU 2 2.1

FIRE DISTRICT CO. #3

FIBERGLASS WINDOW, TYP.

9" F/FRAME

4

TYP. SNOW GUARD LAYOUT

C5

RETURN AND HEM SEAMS TO PREVENT EXPOSED STAINLESS STEEL EDGES - TYP.

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

4"

E6

SEALANT ALL AROUND STAINLESS STEEL DIAMOND PLATE DOORS, TYP. BRAKE METAL DOOR FRAME - ONLY RABBET AT STRIKE SIDE JAMB CMU WALL BY WALL TYPE

18 WINTONBURY AVENUE BLOOMFIELD, CT 06002

F/BRICK AT JAMB

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP., LAP CASING AS SHOWN.

NOM. 1x INTERIOR WD CASING, PTD, TYP.

4"

BACKER ROD BEHIND NAILING FLANGE, TYP.

BACKER ROD AND SEALANT

HEAD DETAIL @ BRICK W/ METAL STUD BACKUP

FRAME ANCHOR

7 1/4"

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP., LAP CASING AS SHOWN.

3"

1x CONTINUOUS WD BLOCKING

Project

G.3

CAULK & BACKER ROD, ENTIRE PERIM, TYP.

NOM. 1x INTERIOR WD CASING, PTD, TYP.

CLEAR FULLY TEMPERED FLOAT GLASS 1/4" THICKNESS 45-, 60-, OR 90-MINUTE FIRE-PROTECTION-RATED GLAZING 1" LOW-E INSULATING-GLASS UNITS

STAINLESS STEEL DIAMOND PLATE BRAKE METAL DOOR FRAME

5/8" 3/4"

1 1/2" = 1'-0"

SHIM, AS REQ'D.

1/8" = 1'-0"

BLOOMFIELD CENTER FIRE DISTRICT

DESCRIPTION

1 1/2" = 1'-0"

WEEP VENTS @ 24" O.C., TYP. THRU WALL FLASHING WITH METAL DRIP

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP., LAP CASING AS SHOWN.

B.O. HEAD EL. VARIES

BACKER ROD BEHIND NAILING FLANGE, TYP.

MEZZANINE LEVEL 2 1/2"

HM DOOR - PAINT

1x CONTINUOUS WD BLOCKING

1/8" = 1'-0"

2

C

BAILOUT HEAD @ CMU

COORDINATE

F/FRAME 9"

E10

GALV. STEEL LINTEL, PAINT.

FIBERGLASS WINDOW, TYP.

F/SIDING AT JAMB

B12

BRICK SOLDIER COURSE.

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

1 1/2"

B

HM DOOR - PAINT

4"

1/2"

2

GLAZING SCHEDULE

A B C

3x NOM. FRT WD BLOCKING, TYP.

BOND BEAM LINTEL, REFER TO STRUCT. DWGS.

THRU WALL FLASHING WITH METAL DRIP

3"

NOM. 1x INTERIOR WD CASING, PTD, TYP. BACKER ROD AND SEALANT

HEAD DETAIL @ SIDING W/ METAL STUD BACKUP

1/2"

F/FRAME

6 1/2"

AVB, EXTEND UP 2'-0" AND WRAP AROUND BLOCKING

D

CAULK & BACKER ROD, ENTIRE PERIM, TYP.

SHIM, AS REQ'D.

3 5/8"

MASONRY ANCHORS, TYP.

5

DOOR AND FRAME SCHEDUL

MEZZANINE LEVELRABBET WHERE OCCURS

2x CONTINUOUS WD BLOCKING

EXTERIOR WALL CONSTRUCTION TYPE 3: BRICK ON CMU BACKUP

6

RATINGS

2"

8"

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP., LAP CASING AS SHOWN.

HM DOOR - PAINT

CMU WALL BY WALL TYPE

GLASS TYPE

7

RETURN AND HEM SEAMS TO PREVENT EXPOSED STAINLESS STEEL EDGES - TYP.

© 2023 Tecton Architects | pc

NOTES: Client/ Contractor 1. ALL EXTERIOR GLAZING TO BE TYPE 'C' UNLESS OTHERWISE NOTED. STAINLESS DIAMOND PLATE BRAKE METAL DOOR 2. ALL INTERIOR GLAZING TO BE TYPE 'A'STEEL UNLESS OTHERWISE NOTED. 3. ALL INTERIOR GLAZING IN FIRE-RATED PARTITIONS & DOORS BE TYPE 'B'.

FRAME - ONLY RABBET AT TO STRIKE SIDE JAMB

3" 1 3/4" 3 5/8"

8

SEALANT ALL AROUND DOORS, TYP.

W6

16" PVC TRIM CHANNEL ASSEMBLY, SEE NOTES BELOW, TYP.

WEEP VENTS @ 24" O.C., TYP.

Notice: This drawing is the property of Tecton Architects | pc The use, re-use or reproduction of this drawing for any purpose whatsoever without an expressed written agreement between Tecton Architects | pc and the user is prohibited. Rights to use the information on this sheet are not transferred until payment has been received for services rendered. Any rights so granted are non-transferable to other parties without the prior expressed written consent of Tecton Architects | pc

C

OFFICE

RETURN AND HEM SEAMS TO PREVENT EXPOSED STAINLESS STEEL EDGES - TYP.

CAVITY DRAINAGE MESH

9 CMU WALL BY WALL TYPE

B

W5

1' - 4"

GALV. STEEL LINTEL, PAINT, TYP.

10

2' - 8"

VESTIBULE

GROUND FLOOR 0' - 0"

1

7 5/8"

8"

SEALANT ALL AROUND - TYP.

BRICK SOLDIER COURSE, AS OCCURS, TYP.

METAL STUD BOX BEAM HEADER

FILL SHIM VOIDS W/ THERMAL INSULATION, TYP.

F/FRAME

5/12/2023 9:51:18 AM

1/8" = 1'-0"

CAVITY DRAINAGE MESH

FRT WD BLOCKING, TYP.

K12 A8.20

2' - 8"

BOND BEAM LINTEL, SEE STRUCTURAL

LAP AVB 6" OVER FLASHING, AS SHOWN, TYP.

BACKER ROD BEHIND NAILING FLANGE, TYP.

C8 H12 A5.41 A8.20 VESTIBULE

WATCH

GROUND LEVEL

1/2"

FIBERGLASS WINDOW, TYP.

C

7 5/8"

A

11

9' - 4" R.O.

GROUND FLOOR 0' - 0" W4

TRAINING

F4 A2.32

2' -OFFICE 8" 8"

1/8" = 1'-0"

3" 1/2" 3" 1 7/8" 3 5/8"

ROLLER SHADE

H12

K10 A8.20

W3

MASONRY ANCHORS, TYP.

CAULK & BACKER ROD, ENTIRE PERIM, TYP.

ROLLER SHADE

H

H10 A8.20

GROUND FLOOR 0' - 0"

A LOBBY

WATCH

C

K10 A8.20

EXTERIOR WALL CONSTRUCTION TYPE 1: BRICK ON 6" METAL STUD.

METAL FLASHING WITH DRIP EDGE 5/4 x 4 PVC TRIM, PTD., TYP.

NOM. 1x INTERIOR WD CASING, PTD, TYP. BACKER ROD AND SEALANT

G

H10 A8.20

12

5/8" 3/4"

3"

KITCHEN

TRAINING

2' - 8" R.O. 3 EQ. LITES

6' - 4"

5/8"

AVB, AS SHOWN, TYP.

FRT WD BLOCKING, TYP.

F

E12 A8.20

E10 A8.20

C

1' - 3"

EXT FACE OF SHEATHING.

3" 1/2" 1" 1/2"

3"

1 FURNITURE STORAGE

LOBBY

NOM. 4" PVC TRIM, PTD, TYP.

C GROUND LEVEL 1

(OPEN TO BELOW)

2

3' - 4" R.O. 3 EQ. LITES

GROUND FLOOR 0' - 0"

1

WOMEN'S

3

E10 A8.20 WATER

WINDOW TYPES

NOM. 1x4 INTERIOR WD TRIM, PTD, TYP., LAP CASING AS SHOWN. SHIM, AS REQ'D.

E12

4

4' - 8" R.O. 4 EQ. LITES

WORK ROOM

W2

(OPEN TO BELOW)

CLOSET

IT

WATER

1/4" = 1'-0"

METAL STUD BOX BEAM HEADER

E

5

10

3"

?

DAY ROOM

CLOSET

KITCHEN

K10 A8.20

W1A

SNOW GUARDS

IT

H10 A8.20

MEZZANINE LEVEL 9' - 4"

GROUND FLOOR 0' - 0"

F/ ROOF EDGE.

DAY ROOM

STORAGE

WOMEN'S

GEAR

3' - 8"

K6 A8.20

2' - 8"

K12 A8.20

STORAGE

TOILET / SHOWER

?

WORK ROOM

4' - 6" 4 EQ. LITES

7' - 4" R.O. 5 EQ. LITES

10' - 0"

H6 A8.20

EXTERIOR WALL CONSTRUCTION TYPE 2: FIBER CEMENT SIDING ON 6" COLD FORMED METAL FRAMING

D

TOILET / SHOWER

GEAR

8' - 8"

4"

C C

H12 A8.20

TOILET / SHOWER

MEZZANINE

FURNITURE STORAGE

B

E10 A8.20

C

TOILET / SHOWER

APPARATUS BAYS

STORAGE

E6 A8.20

4' - 8" R.O. 4 EQ. LITES

4' - 8" R.O. 4 EQ. LITES

7' - 8"

3' - 0"

10 1/4 "

3' - 8"

5/8"

1' - 4"

F/ EXTERIOR WALL CONSTRUCTION BELOW (APPROX).

CORRIDOR

2' - 8" R.O.

7

PROJECT ROLE Project contributions began in early schematic design with full involvement through construction documents and beyond. In the early stages of the project, assistance to the project manager was provided for initial conceptual design and site test fits. Project role expanded from here with primary model production from design development through construction documents. This process included consistent coordination with the project architect and manager to produce window, aluminum frame, and door details, and co-designing various construction drawings within the project sheet list. In addition, consistent coordination required participation in project consultant meetings. Continued an ongoing and active role through bidding and construction, including project submittals and monthly site visits.

10"

3' - 0" TYP.

BUNK CORRIDOR

APPARATUS BAYS

STORAGE

2' - 8" R.O. 3 EQ. LITES

L

C

BUNK

MEZZANINE

SCBA

9' - 4" R.O.

W1

LOUVER TYPES

3

STORAGE

MECHANICAL

LV2

1/4" = 1'-0"

BUNK

MECHANICAL

2' - 8"

4' - 8" R.O.

2' - 0"

22' - 0"

B

BUNK

ICE

SCBA

4' - 6" 4 EQ. LITES

E12 A8.20

ALUM BRAKE METAL TRIM TO UNDERSIDE OF RAKE.

4

FUTURE ELECTRICAL EXPANSION

BUNK

TRANSITION

8

2' - 8" R.O. 3 EQ. LITES

H3 A8.20

BUNK

TRANSITION

9

LV1

5

DECON

K3 A8.20

LV3

6

FITNESS

K3 A8.20

A

BUNK

STORAGE

DECON

2' - 8"

2' - 0"

7

FUTURE ELECTRICAL EXPANSION

6' - 4" R.O.

Status: Professional Project Firm: Tecton Architects Year: 2022-24 Typology: Public Safety Location: Hartford, CT

8

FITNESS BUNK

ICE

6' - 0" R.O. 4 EQ. LITES

10

9

TOILET

A

Construction Drawings & Renderings 11

10

TOILET

ELECTRICAL

BLOOMFIELD FIRE STATION 12

11

BACKER ROD &

RWL

5

SELECTED WORK | BLOOMFIELD FIRE STATION

15

PORTFOLIO | SETH MARKS

07.

MIXED-USE DEVELOPMENT

Site Analysis, Project Drawings, & Renderings Status: Academic Project Year: 2020 Typology: Pandemic Design Location: Amherst, MA

In this mixed-use development, the integrated commercial, residential, and office spaces are all oriented around a central outdoor fixture. A community garden is located in the courtyard at the complex's triangular core, offering a sustainable source of community well-being.

In addition to the central food garden, the building’s rooftop features a public green space; one that intends to facilitate safe social interactions and recreational activities in post-pandemic life. Beyond the building’s sustainable qualitities, the circulation path provides equal access to the featured public amenities (grocery store, dining space, etc.) for both residents and visitors. Given that the residential spaces are set back further on the site than the commercial and office spaces, the structure is conducive to public accessibility while also preserving the privacy of its residents. As the building displays a strong balance of public and private uses, the commercial spaces are oriented in proximity to the adjacent streets and intersections (along with the rotary) to accommodate pedestrian access in the center of Amherst.

OUTDOOR SPACE

SOUTHWEST-NORTHEAST SECTION

As this mixed-use building prioritizes communal accessibility in line with pandemic expectations, the rooftop garden and recreational space accommodates the need for safe distancing even in the outdoors. Although accessible to all building occupants, the community garden preserves private experiences; the flower beds are arranged to form enclosures that keep visitors at safe distances.

NORTHWEST-SOUTHEAST SECTION

FACADE AND MATERIALS The facade of this building features marble brick, which is accentuated by a layer of oak siding.

Mullion windows span the streetside elevation, inviting pedestrians to experience a vast array of public amenities.

ELEVATION: COTTAGE STREET

ELEVATION: EAST PLEASANT STREET

ELEVATION: TRIANGLE STREET GROUND FLOOR PLAN SITE OVERLAY

RESIDENTIAL DEVELOPMENT ABOVE STOREFRONT

RESIDENTIAL DEVELOPMENT - NORTHERN

16

SELECTED WORK | MIXED-USE DEVELOPMENT

COVID-19: PANDEMIC DESIGN APPROACH In order to develop a mixed-use building with the effects of the pandemic in mind, I first engaged with pandemic design strategies in the following vignette samples. The pandemic-friendly ideas for the retail, dining, outdoor, and living spaces were all integrated into the program for this mixed-used development.

PRELIMINARY DESIGN AND SITE ANALYSIS Prior to designing this mixed-use development, I completed an in-depth analysis of the site and its surroundings. Site topography, land use, and public transit all factored into my decisionmaking during the design process.

OUTDOOR SPACE

APARTMENT COMPLEX

In the way that the living spaces in this apartment complex are arranged, residents may access their units from both the exterior of the building and the highlighted corridors. Given concerns about resident traffic in confined hallway spaces, the design includes a number of pause spaces for residents to maintain a safe distance while circulating the building.

DINING SPACE

Residents of this apartment complex may also access a courtyard either directly from their living spaces, or by circulating the building through the central hallway. As the need for social distancing exacerbates feelings of isolation, direct access to outdoor resting areas enables residents to engage with their community at a regulated distance.

LAND USE: COMMERCIAL VS. RESIDENTIAL RETAIL SPACE

7

8

SITE PLAN

In this potential retail space (book store), customers are also encouraged to utilize the sanitation areas stationed at the building's entrance and exit. The store regulates customer flow with a single path circulation pattern, and stationed employees enforce a customer capacity for each of the store's main browsing aisles.

6

1

2

5

4

3

1 - Open Spac Space Seating 2 - Priva vatte Dining 3 - Outdoor Seating 4 - Sanit anitaation Station 5 - Waiting Area 6 - Bar 7 - Kitchen 8 - Rest estrrooms

Residential Commercial Parking(in proximity to site)

PUBLIC TRANSPORTATION: BUS ROUTES

Bus Stops (nearest to site) PVTA Route 30

TOPOGRAPHY DIAGRAM In this plan for a post-pandemic restaurant, customers may dine to their degree of comfort in terms of distancing and isolation. Those that prefer to dine in privacy may be seated in private enclosures, while those that are comfortable with open space dining may be seated at socially distanced tables both inside and outside of the building.

SITE LAYOUT AND VEGETATION MAPPING

PVTA Route 31 PVTA Route 33 PVTA Route 34 PVTA Route 35 PVTA Route 36

288’ 286’

LEVEL OF NOISE POLLUTION

287’ 287’ 286’ 285’ 286’ 286’

285’

Noise Complaints Low Noise Pollution Moderate Noise Pollution High Noise Pollution

285’

17

PORTFOLIO | SETH MARKS

08.

FIRST FLOOR PLAN

GREENHOUSE RESTAURANT

Site Analysis, Project Drawings, & Renderings Status: Academic Project Year: 2021 Typology: Pandemic Design Location: Iceland

Within the site boundaries, there are many instances of tension and compression that give way for the formation of a dynamic landscape that features mountainous topography and eroded surfaces that derive from a long history of geothermal and volcanic activity.

The building encloses the site’s geothermal features with its series of greenhouses, and its curvature derives from relationships with various geological features that surround the site. Through the lens of icelandic bath culture and the significance that it holds to the experience of the region, this building embodies the dynamic site qualities that derive from geological features, topography, tectonics and

SECOND FLOOR PLAN

SOUTH ELEVATION

EAST ELEVATION

nearby water bodies.

18

SELECTED WORK | GREENHOUSE RESTAURANT SOUTHEAST-NORTHWEST SECTION

NORTH ELEVATION

NORTHWEST-SOUTHEAST SECTION

WEST ELEVATION SOUTHWEST-NORTHEAST SECTION

EXPLODED AXONOMETRIC VIEW

19

PORTFOLIO | SETH MARKS

09.

COMMUNITY CENTER

Site Analysis, Project Drawings, & Renderings Status: Academic Project Year: 2021 Typology: Museum Space & Observatory Location: Northampton, MA

Given the history of Florence (Northampton) as a hub for abolitionism, this structure aims to re-engage its visitors with the socially progressive movements of the past in order to facilitate present day communal growth. As this building aims to engage its visitors with ideas of social progress, it features an inclusive circulation pattern that provides equitable access to both historical and natural aspects of the site.

REDWOOD

GLASS PAVILION

GRAY MARBLE BRICK

SOUTH-FACING MULLIONS

REDWOOD VENEERS

20

SELECTED WORK | COMMUNITY CENTER

GROUND FLOOR

SECOND FLOOR PLAN

NORTH ELEVATION

SOUTH ELEVATION

EAST-WEST SECTION

EAST ELEVATION

WEST ELEVATION

NORTHEAST-SOUTHWEST SECTION

21

PORTFOLIO | SETH MARKS

10.

LOOKOUT POINT

Project Drawings & Renderings Status: Academic Project Year: 2021 Typology: Culture Location: Hverfjall Crater, Iceland

The viewing platform situated along the edge of the Hverfjall crater enables visitors to engage with significant geographic features through a series of tapering staircases with ampitheater style seating.

Given the gradual narrowing of the cantilevered staircases, the viewing experience evolves as visitors ascend each step. The peak of each viewing platform captures two focal perspectives; the westerly Lake Myvatn, and the Hverfjall crater interior (along with the lava fields beyond its rim). Through the effect of a tapered cantilever and lightly constructed local material, the structure is able to suspend the viewer over the landscape without imposing on its natural grandeur.

SUN PATH AND CIRCULATION

SIGNIFICANT VIEWPOINTS HIGHLIGHTING GEOGRAPHICAL FEATURES

22

SELECTED WORK | LOOKOUT POINT

EAST ELEVATION

NORTH-SOUTH SECTION

FLOOR PLAN 1

SOUTH ELEVATION

SOUTH-NORTH SECTION

FLOOR PLAN 2

SITE PLAN

23