Sophia Delgado Portfolio by Sophia Delgado

Sophia A. Delgado Portfolio 1

Sophia A. Delgado

Objective: Obtain an internship to develop

my skills and experience within the field of architecture.

Finding My Architectural Voice Design Process: My strong design process derives from my ability to think on many levels and the need to create meaningful architecture. Developing a variety of ideas in a short amount of time is one of my strong points. The world around us provides inspiration that, when coupled with my experience, allows me to explore different relationships, feelings, and design concepts. My ideas are abstracted from the project's site, community, or client and speak of the essence of the project. This 'essence' is simplified into a concept that informs my design decisions. The programmatic requirements, relationship between a site, building, and a person's experience of a space then inform me of how to coax these ideas into a final design. Design Philosophy: My education at Miami University has inspired a design philosophy that focuses on building-site relationships and how a viewer experiences a space through details and materials. The built environment is understood through the interaction and choreography between the body, memory, and visual perception of spaces.

2 Thoughts

Theories such as phenomenology, hermeneutics, and the experience of architecture involving memory, imagination, and conscious understanding intrigue and motivate my craft. I strive to create designs that explore how a building can be site specific. I inform my own design by asking questions such as 'How does a building interact with its site, what views does it emphasize, and what is the interior and exterior relationship?'. An architect is responsible for the effects our buildings have on the environment. A site and building relationship must be explored when incorporating sustainable design. I strive to create architecture where building and nature can coexist. Design is experienced at a detail level and I'm interested in how the interplay of materials, light, and sound evoke a feeling. Here is where the designer's intentions are realized and in turn influence the haptic experience of a space.

Work Experience

Reconnecting Mount Adams

280 Freeway Competition

Synthesizing the Edge Condition

The Great Seal Contest: Pen and Ink in a Blink

New Construction Historic Preservation Commercial adaptive reuse AIASC Awards

Single Family Residence Earth and Sky relationship Landscape

Sustainable Low Impact design Multipurpose Landscape

Artistsâ&#x20AC;&#x2122; residence Art Gallery Landscape

Contest Winner Published art work Small Business

Contents

Work experience

New Construction Historic Preservation Commercial adaptive reuse AiASC Awards Employer: The Middleton Group Location: Charleston, SC Time of employment: October 2014- Present

I was hired as The Middleton Group's only full-time intern and gained experience with projects of historic preservation, commercial adaptive reuse, residential renovation and new construction. My project experience ranges from a 2,000sf historic residential renovation to a 20,000sf office building. My responsibilities included code research, program and design development, drafting construction documents and details, material selection, and construction site visits. These responsibilities have allowed me to further develop my skills in Revit and provide me with a stronger understanding about how a building is constructed. Finally, my time in Charleston, SC has also provided me the unique opportunity to work with one of the strictest Architectural Review Boards in the country. This opened my eyes to the importance of historic preservation.

Village Park Project: New construction- residential Under construction Size: Units vary from 2,000sf to 4,000sf Program: The Middleton Group designed a new pocket neighborhood in the town of Mt. Pleasant, SC. Each condo or duplex features three stories, personalized floor plans, and porches that overlook the shared community green spaces. My Experience: Village Park provided me with more experience in residential code research, drafting construction documents, preparing renderings for marketing purposes, and coordination between structural and MEP engineers.

Watercolor provided by The Middleton Group SQUARE FOOTAGE

1'-0"

17'-0" 4'-4"

4'-8 3/4"

166 SF 82 SF 248 SF 2326 SF

Grand total

4'-4"

6'-0"

4'-8 1/4"

ROOF DECK ROOF DECK HVAC DECK

4'-4"

SCREENED PORCH

3'-9 1/2"

8'-4"

2'-6"

3'-9 1/2"

DOOR AND WINDOW OPENINGS SHOULD ALLOW FOR A MINIMUM OF 6" CLEARANCE OF THE JAMBS TO ACCOMODATE SELECTED INTERIOR TRIM, UNLESS OTHERWISE NOTED.

3 A6.1 FIELD VERIFY ALL DIMENSIONS FOR CABINETRY AND BUILT-IN DESIGN AND INSTALLATION.

SOUND INSULATION ON ALL INTERIOR WALLS AND FLOORS.

ALL RETURN AIR GRILLS TO BE DECORATIVE STAMPED ALUMINUM OR BUILT-IN TO CABINETRY WHERE SHOWN.

ALL CEILINGS ARE FULL HEIGHT TO UNDERSIDE OF FRAMING, UNLESS NOTED OTHERWISE TO ACCOMMODATE MECHANICAL OR FOR ARCHITECTURAL ROOF DECK NOTED LOWER THAN FRAMING TO BE FURRED TO FEATURES. ALL CEILINGS HEIGHT NOTED.

ALL DIMENSIONS ARE TO FACE OF FRAMING, MASONRY, AND CENTER OF OPENINGS UNLESS NOTED OTHERWISE. 12'-8"

5'-4"

SOUT H C AR OF

EQ STA T

15'-0"

WINDOW SCHEDULE 4'-0"

9'-0"

13'-10"

1HR FIRE RATED WALL UL#303, SEE 6/ A7.1

2'-5"

6'-0"

13'-0"

6'-4" EQ

5'-0"

No.

Description

Revision 1

Date

7.1.2005

3'-6"

FLOOR PLANS

13'-0"

1 A6.1

A4.1

1 A4.1

2 N-2.0 Second Floor A1.1

3/8" = 1'-0"

1 A1.2

Unit A Floor Plans

15 Sep 2015

Issued for Construction

18'-0"

1 A6.1

3/8" = 1'-0"

01 July 2015

Issued for Permit

6'-0 1/4"

18'-0"

N-1.0 First Floor

12009

Issued for Review

Revisions

6'-0"

5'-0"

3'-6"

Project Number

10'-9"

6'-0 1/4"

10'-2"

STUDY

2'-6 1/4"

2'-3"

14'-1"

CLOSET E

A 2'-6"

3'-2"

3'-5 1/2" 2'-4"

3'-1"

3'-8"

2'-7 3/4"

3'-1"

12'-3"

2'-3"

D7 2'-3"

5'-11 1/4"

3'-6"

Residential projects- Village Park

10'-9"

10'-2"

6 A8.1

12'-6 1/2"

2'-0"

BED #1

1'-11 3/4"

5'-10 1/4"

3'-1"

2'-6"

DINING

4 A4.1

6'-7"

CLOSET

FOYER

2'-4"

3'-0"

CLEAR

4'-3"

LAUNDRY

T HI

A8.1

1HR FIRE RATED WALL UL#303, SEE 6/ A7.1

3'-0"

A4.1

STA T

7'-10 1/2" 1'-8 1/4"

CLEAR

4'-5"

UP 5'-0"

E 4'-3 1/4"

2'-2"

1'-10"

OPTIONAL BASE CABINETS AND COUNTER TOP

CLEAR

BATHROOM #2

1HR FIRE RATED WALL UL#303, SEE 6/ A7.1

A RC

In-Swing 6'-11" - Fixed Unit

24'-0"

6'-4 1/4"

CLEAR

Unit Type A (Reversed) 101 Bratton Circle Mt. Pleasant, SC 29464

2 A4.1

3'-0" A.F.F. B

3'-0" 3'-9"

A1.1

Pocket Door Sliding Closet 3'-8"

CLOSETVinyl-clad wood Gliding Patio Door

3'-3"

4'-1"

4 A4.1

2'-11"

9'-0 1/4"

45'-0"

11"

MASTER BATHROOM

CLEAR

9'-6 1/2"

A8.1

Description

Screen Door

2'-4"

6'-2 1/4"

1'-10 1/2"

6'-0"

Model

Screen Door A Series Door - A Inswing Unit TS2060 TS2060 TS2060 TS2060 TS2060 A Series Door - A Inswing Unit 400 Series Gliding

5'-11 1/2"

1'-9 1/4" 39'-0"

A8.1

10'-9"

6'-7"

24'-0"

KITCHEN

T HI

NOTE: ALL WINDOW AND DOORS TO BE DP-50 RATED. ALL OPENINGS TO BE PROTECTED FROM WIND BLOWN DEBRIS WITH FABRIC SHIELD MANUFACTURED BY WAYNE DALTON.

3'-4"

2 A4.1 6'-5"

CLEAR

4 A4.1 2

2'-8"

2'-11"

4'-5"

3'-8"

2'-10"

A4.1

A RC

153.00°

45'-0"

3'-10" D5

1'-9 1/4"

2'-11 1/2"

4'-5 1/2"

CLEAR 6'-2 1/4"

3'-3" D5

Manufacturer

D8 Andersen Windows TruStile TruStile TruStile TruStile TruStile Andersen Windows Andersen Corporation Pella - Windows & Doors

3'-7"

BATHROOM #1 2

BED #2

3'-8"

Height

7' - 0" 8' - 0" 8' - 0" 7' - 0" 7' - 0" 7' -E 0" 7' - 0" 7' - 0" 8' - 0" 6' - 9 1/2"

" 1'-11

7'-3 3/4" DOWN

Width

2' - 10" 3' - 0 1/8" 2' - 6" 2' - 10" 2' - 6" 5' - 0" 2' - 6" 3' - 0 1/8" 5' - 11 1/4" 3' - 0"

SOUT H C AR OF

LAURA KASS MIDDLETON Mt. Pleasant, SC #7249

2 A6.1

14'-0"

CLEAR

MASTER CLOSET #2

Count

1 1 1 5 2 1 2 3 A6.1 1 1 2

3'-11"

3'-6 1/2"

D1 D2 D3 D4 D5 D6 D7 D8 D9 D10

MASTER CLOSET #1

3'-8"

1/4" 2'-2

OPTIONAL FIREPLACE

3'-3 1/2"

153.00°

2 A6.1

A8.1

3'-1"

DOOR SCHEDULE Door Type

D4 7

Description

SINGLE HUNG WINDOW SINGLE HUNG WINDOW FIXED PICTURE WINDOW DSINGLE HUNG WINDOW SINGLE HUNG WINDOW CASEMENT WINDOW FOR EGRESS

5'-3"

Manufacturer

PLY GEM WINDOWS PLY GEM WINDOWS PLYGEM WINDOWS PLYGEM WINDOWS PLY GEM WINDOWS PLY GEM WINDOWS

INA OL

4'-7 1/2"

Height

5' - 8" 5' - 0" 8' - 0" 5' - 0" 2' - 8" 5' - 0"

NOTE: PROVIDE SAFETY GLAZING WHERE REQUIRED BY THE BUILDING CODE.

1'-0"

2'-5"

Size

Width

2' - 6" 2' - 6" 3' - 10" 2' - 6" 2' - 6" 2' - 6"

4'-8 1/2"

9'-0"

Count

5 6 3 3 5 5

A B C D E F

LIVING

THE MIDDLETON GROUP LLC Mt. Pleasant, SC #100383

Type Mark

11'-4"

15'-2"

MASTER BEDROOM

5'-0"

6'-0 1/2"

D10

4'-4"

INA OL

4'-1 1/4" D10

N-3.0 Third Floor 3/8" = 1'-0"

1 A6.1

A1.1

9/16/2015 1:58:42 PM

ALL INTERIOR WALLS ARE TO BE FRAMED WITH 2X4 WOOD STUDS @ 16" O.C. UNLESS OTHERWISE NOTED ON PLAN. ALL EXTERIOR FRAMING WITHIN 18" OF THE GROUND OR THAT COMES IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. ALL WALLS OR SECTIONS OF WALLS CONTAINING POCKET DOORS ARE TO BE FRAMED WITH 2X6 WOOD STUDS @ 16" O.C. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING INFORMATION.

www.themiddletongroup.net

7'-5 1/4"

5'-7 1/2"

104 SF 104 SF

1630 Meeting St. Rd. Ste. 210 Charleston, SC 29405

PORCH SCREENED PORCH

7'-8 1/2"

3 A6.1

671 SF 774 SF 3 529 SF A4.1 1974 SF 2.

17'-0"

3'-0"

1'-0"

Area

3 A4.1

3 A6.1

P 843.302.0632 F 843.278.9289

Floor Plan Notes

Name

HEATED SPACE 1ST FLOOR LIVING AREA 2ND FLOOR LIVING AREA 3RD FLOOR LIVING AREA

7'-0" 3 A4.1

25 Sheppard Street

2 A301

NEW ASPHALT SHINGLE ROOF03

15 08

NEW WINDOW FLOWER BOX

1'-6"

1'-5"

NEW 4" CMU PLANTER, STUCCO

2'-6"

NEW FIRST EXISTING FLOOR ROOF +2'-6"

EXISTING GRADE ROOF BEARING

PATCHNEW ANDWOOD PAINTSTEPS EXISTING EXTERIOR COATING STUCCO PIERS

REPAIR EXISTING RAILING, PAINT

3 PROPOSED West ELEVATION

PATCH AND PAINT EXISTING EXTERIOR COATING

4'-0"

A201 1/4" = 1'-0"

1/2" ROUND PREFINISHED ALUMINUM WHITE DOWNSPOUT AND GUTTER

NEW FIRST FLOOR 1 A301

NEW WINDOW WITH VINYL BRICKMOULD AND VINYL SILL BY WINDOW MANUFACTURER.

NEW 5V METAL ROOF

NEW WINDOW

+3'-11"

EXISTING FIRST FLOOR

+2'-6"

NEW ASPHALT SHINGLE ROOF

2'-6"

NEW EXTERIOR LIGHTING

5 A301

1'-5"

4 A501

3 A301

EXISTING

NEW

4 A301

Section

+12'-1"

1'-0"

2 PROPOSED FIRST FLOOR PLAN

11'-8 1/2"

11'-3 3/4"

1'-6"

NEW FIRST FLOOR

+3'-11"

EXISTING FIRST FLOOR 3'-7"

+0"

NEW WOOD STEPS

STUCCO PIERS

1 DEC 2015

Issued for Permit

22 JAN 2016

Description

1'-6" 2'-1"

Date

CLOSET

5'-8"

6" / 12"

6'-9" 17

2'-6"

EQ EQ 18'-0"

CEMENTITIOUS LAP 14 PAINT SIDING,

01 STUCCO TO MATCH EXISTING

TRIM, PAINT

4'-0"

A301

SHOWER, SLOPE TO DRAIN

1 A201

9'-3 3/4"

EXTERIOR ELEVATIONS

CEMENTITIOUS LAP SIDING, PAINT

PATCH AND PAINT EXISTING EXTERIOR COATING 1/2" ROUND PREFINISHED ALUMINUM WHITE DOWNSPOUT AND GUTTER

EXISTING

NEW 8X16 SMARTVENT

STUCCO TO MATCH EXISTING

TRIM, PAINT

A201

4'-0"

2'-6" 8'-2" 1'-5"

2'-1"

9'-6 3/4"

GRADE

+0"

2'-10" CLEAR

Issue Date Date

+3'-11" +2'-6"

BUILDING SECTIONS

Revisions No.

15'-10 1/4"

1'-5 1/2"

2'-1" 4'-7"

Issued for Review

NEW FIRST FLOOR

EXISTING FIRST FLOOR

Issue Date

4'-10 3/4"

10'-7 1/4"

1 DEC 2015

Issued for Construction

10'-7 1/2"

STA

4 TREADS 5 RISERS @ 7 1/4"

C 3'-0" STAIR WIDTH

2'-1"

15029

+2'-6"

GRADE REPAIR EXISTING RAILING, PAINT

Description

1'-0" 3

3'-1" 22 JAN 2016

Revisions No.

+12'-1"

Proposed floor plan

A101 1/4" = 1'-0" A

W 4" CMU PLANTER, STUCCO

EVATION

EXISTING ROOF BEARING

237 King Street Suite 3 Charleston, SC 29401

TE www.themiddletongroup.net

E STA T

4 Issued for Construction A301

EXISTING ROOF BEARING

15029

MASTER BATH

Issued for Permit

8X16 SMARTVENT

4'-2 1/2"

R-19 MIN

2 Section 4

A301 1/4" = 1'-0"

1'-4"

NEW EXTERIOR LIGHTING

NEW WINDOW FLOWER BOX

+0"

6" / 12"

FLOOD PROOF ALL DUCTWORK BELOW FLOOD ELEVATION NEW FRENCH DOORS

4 A301

A305

MASTER BEDROOM

Issued for Review

Project Number

NEW 8" WOOD HOLLOW COX COLUMNS, PAINT

GRADE

NEW WINDOW

B NEW ASPHALT SHINGLE ROOF

13'-11 3/4"

Project Number

9'-6 3/4"

EXISTING

8'-2"

NEW

8'-5"

FRONT DOORS TO BE PAINTED PINE, COLOR TBD.

NEW WOOD DECK,RAILING TO MATCH EXISTING

1/2" ROUND WHITE ALUMINUM DOWNSPOUT

8'-5"

EVATION

NEW WINDOWS

DECK

3'-9" CLEAR

+3'-11" +15'-10"

EXISTING FIRST FLOOR

+0" +12'-1"

8X 16 SMARTVENT

1/26/2016 1:38:51 PM

TO MATCH EXISTING

3'-7"

4'-0"

TRIM, PAINT

4 A305

R-30 MIN NEW 4" CMU PLANTER, STUCCO TO MATCH EXISTING

R-13 MIN

1 TREAD 2 RISERS @ 5 1/2"

11'-8 1/2"

NEW WINDOW FLOWER C BOXES

PATCH AND PAINT EXISTING EXTERIOR COATING

3 A301

EXISTING FIRS

3'-8 1/2"

5 A305

5'-0"

2'-10 1/4"

1'-4 3/4"

HVAC AIR HANDLER AND DUCT WORK IN CHASE

6'-8"

7'-4 3/4" 10'-4"

4 A301

3 A301

8'-2"

A305

NEW FRENCH DOORS NEW EXTERIOR LIGHTING

1'-4"

IDING, PAINT

1 A301

3'-9"

NEW FIRS

1'-4 3/4"

+12'-1"

5 A301

MOTION SENSOR FLOOD LIGHT D

D11

BEDROOM 3

NEW WINDOW

3 A301

EXISTING ROOF BEARING

D14

9'-10 1/4"

NEW 8" WOOD HOLLOW COX COLUMNS, PAINT

NEW 4" CMU PLANTER, STUCCO TO MATCH EXISTING

11'-0"

NEW WINDOW

A501

4'-0"

NEW 5V METAL ROOF

3'-5"

3'-4 1/4"

NEW EXTERIOR LIGHTING

REPOINT AND REPAIR EXISTING CHIMNEY

W/D

Live Downtown Charleston 25 Sheppard Street Charleston' SC 29403

6" / 12"

NEW 5V METAL ROOF

13'-8"

NEW DOORS

LAUNDRY

2'-4 1/2"

IT CH

25 Sheppard Street

NEW EXTERIOR LIGHT FIXTURE

NEW WINDOW WITH VINYL A501 BRICKMOULD AND VINYL SILL BY WINDOW MANUFACTURER.

NEW WINDOW FLOWER BOXES

11'-9"

1 A301

BEDROOM 2

02 3'-0" CLEAR

2'-0"

EXISTING ROOF B

NEW ASPHALT SHINGLE ROOF

5 A301

A201

4'-3 1/4"

1 A301

3 A301

D8 02 1'-9"

LAURA KASS MIDDLETON Mt. Pleasant, SC #7249

4'-3 1/4"

Proposed north elevation

4 A301

T HI

A301 1/4" = 1'-0"

PROPOSED South ELEVATION

A201 1/4" = 1'-0"

D10

02 5'-2 1/2"

1'-11"

EXISTING

6'-8 1/4" 03

CLOSET

8'-0 1/2"

6'-3" NEW

0째 1.5 12

1'-11 1/2"

2'-6"

10'-1 1/2" 8'-6 1/4"

E STA T

3'-8"

2'-6"

WOOD TRIM, PAINT

T HI

A RC

SOUT H C AR OF

BATHROOM 07

5 Section 11

R ED

5'-1 1/4"

LAURA KASS MIDDLETON 07 Mt. Pleasant, SC #7249

Live Downtown Charleston 11'-3 3/4" 25 Sheppard Street 1'-6" Charleston' SC 29403 9'-2 1/4"

A301 1/4" = 1'-0"

TION

NEW WINDOWS

7'-4 3/4"

4'-0"

2'-0"

4 Section 7 4 PROPOSED East A301 ELEVATION 1/4" = 1'-0"

GRADE

+0" NEW WOOD DECK,RAILING TO MATCH EXISTING

1/2" ROUND WHITE WOOD PLATFORMALUMINUM FOR CONDENSING UNIT, DOWNSPOUT

REF.

3'1 CLE " AR 02

LINEN

R ED A RC 4'-0 3/4" 2'-0" CLEAR 07 CLOSET 16

INA OL

3 Section 5

+2'-6"

T HI

T SOU 03 H CA R OF

7'-0"

+3'-11"

A RC

NEW 4" CMU PLANTER, STUCCO TO MATCH EXISTING

THE MIDDLETON +0" GROUP LLC Mt. Pleasant, SC #100383

NEW FIRST FLOOR

R ED

PT PINE WOOD PANEL

8X 16 SMARTVENT

SOUT H C A OF 14 R

GRADE

EXISTING FIRST FLOOR

1'-3" 1'-4 1/4"

STUCCO TO MATCH EXISTING

+3'-11"

+0"

NEW FIRST FLOOR EXISTING FIRST FLOOR

+2'-6"

+0"

STUCCO TO MATCH EXISTING

+2'-6"

INA OL

GRADE

TRIM, PAINT

+0"

+3'-11"

NEW DECK, RAILING TO MATCH EXISTING

+2'-6"

10'-4"

1'-5"

+3'-11"

+2'-6"

STUCCO TO MATCH

+0"

NEW FIRST FLOOR EXISTING FIRST FLOOR

3 A305

CLOSET

THE 6'-1" MIDDLETON GROUP LLC Mt. Pleasant, SC #100383

KITCHEN

REPOINT AND REPAIR EXISTING CHIMNEY 02

째 .50 21

INA OL

+2'-6"

CEMENTITIOUS LAP SIDING, PAINT 5/4" X 4" CORNER TRIM

+3'-11"

+12'-1"

2'-8 1/4"

8'-5"

10'-7"

16'-8 3/4"

8'-2"

SLOPE WITH MORTAR AND COAT WISTH STUCCO

+3'-11"

EXISTING ROOF BEARING

SOUT H C AR OF

INA OL

A305

MOTION SENSOR FLOOD LIGHT

CEMENTITIOUS LAP SIDING, PAINT

NEW IRON GATE

A201

WOOD PLATFORM FOR CONDENSING UNIT,

D13

07 02

EXISTING FI

CLOSET DW

04 02

1 A301

8'-0 1/2"

3'-5"

BEDROOM 1

2 A305

+12'-1"

EXISTING ROOF BEARING

NEW WINDOWS, VINYL BRICK MOULD AND VINYL SILL BY WINDOW MANUFACTURER

NEW 5V 3'-0" METAL ROOF

2'-0"

+12'-1"

My Experience: EXISTING ROOF BEARING 25 Sheppard Street is a residential project that required an understandingNEW FIRST ofFLOORthe project's zoning setbacks NEW FIRST FLOOR EXISTING FIRST FLOOR EXISTING FIRST FLOOR and flood zone requirements. My responsibilities included GRADE GRADE NEW FIRST FLOOR program design, preparing BAR and construction docuEXISTING FIRST FLOOR ments, coordination of MEP and structural engineers, GRADE material selection, and historic research.

EXISTING ROOF BEARING

+15'-10"

NEW DOORS

REPOINT AND REPAIR EXISTING CHIMNEY

6" / 12"

+12'-1"

NEW EXTERIOR LIGHT FIXTURE

1'-6"

HARDIE SIDING, PAINT +12'-1"

EXISTING ROOF

EXISTING CEILING NEW BEAM, REFER TO SRUCTURAL

3'-0 1/2" CLEAR

WOOD TRIM, PAINT

25 Sheppard Street

+15'-10"NEW ASPHALT SHINGLE ROOF

2'-5"

EXISTING ROOF

2X8, TYP.

NEW ASPHALT SHINGLE ROOF

6'-8"1 1/2" MAX

+15'-10"

NEW ASPHALT SHINGLE ROOF

7'-9"

+15'-10"

3 A301

4'-0"

A501

2 4 A301A301

237 King Street Suite 3 Charleston, SC 29401

2X6 COLLAR TIE, SEE STRUCTURAL

2 A301

A201 1/4" = 1'-0"

1 A301

STUCCO TO MATCH EXISTING

PROPOSED South ELEVATION

P 843.302.0632 F 843.278.9289

A201 1/4" = 1'-0"

2 A501

2X8 FRAMING, SEE STRUCTURAL

2 A301

2 PROPOSED North ELEVATION

2 A301

STA T

2 A301

NEW 4" CMU PLANTER, STUCCO TO MATCH EXISTING

NEW FI

D12

6'-2 3/4"

7'-0 3/4"

+0"

PT PINE WOOD PANEL

GRADE

P 843.302.0632 F 843.278.9289

2'-0"

3'-0" LANDING

www.themiddletongroup.net

5 A301

+2'-6"

NEW DECK, RAIL

1'-7"

PORCH

+3'-11"

7'-0"

NEW FIRST FLOOR EXISTING FIRST FLOOR

04 07

38'-9 3/4"

A305

2'-0 1/2"

4'-0" M.O.

Program: The Middleton group's design for 25 Sheppard Street Includes 4 Bedrooms, two full baths, and vaulted ceilings. This project provided a unique experience because Proposed south elevation the original historic portion of the house was made of concrete walls. The Middleton Group also provided conEXISTING ROOF struction drawings to raise the finish floor height to be EXISTING ROOF one foot above the site's flood elevation. EXISTING ROOF BEARING EXISTING ROOF BEARING

1/26/2016 1:38:53 PM

PATCH AND PAINT EXISTING EXTERIOR COATING

6 TREADS 7 RISERS

3'-0 1/4" CLEAR

STUCCO TO MATCH

5/4" X 4" CORNER TRIM

NEW PT PINE FLOWER BOXES

5'-6"

SLOPE WITH MORTAR AND COAT WISTH STUCCO

SHUTTERS-PAINT A

3'-0" 2 STAIR WIDTH

EXISTING ROO

LIVING

CEMENTITIOUS LAP SIDING, PAINT 1

4'-1"

UP NEW IRON GATE

NEW WINDOWS, V AND VINYL SILL BY MANUFACTURER

2'-1"

01 6 A305

+12'-1"

REPOINT AND REPAIR EXISTING CHIMNEY

4'-0" M.O.

EXISTING ROOF BEARING

NEW WINDOWS, VINYL BRICKMOULD AND VINYL SILL MOULDING BY WINDOW MANUFACTURE

5'-5 3/4"

1'-7"

HARDIE SIDING, PAINT

6'-1 1/2"

REPOINT AND REPAIR EXISTING CHIMNEY

3'-11 1/2"

1'-0"

NEW ASPHALT SHINGLE ROOF

PLANTER

1'-0"

NEW 5V METAL ROOF

Size: 1 story; 1,659sf total

12'-10 1/4" A301

10'-0 3/4"

3'-2 1/2"

V.I.F.

5'-2 1/2" LANDING

Project: Historic Renovation-Residential Under construction

A201 A

2 A301

Residential Projects- 25 Sheppard Street

BUILDING 1: FOOD HALL AND OFFICE BUILDING

PACIFIC, BOX, & CRATE Project: New Construction- Mixed Use Commercial Under Construction Size: Two New buildings; 40,000sf in total. Program: Each building includes a variety of office spaces as well as a food hall and cafe. My experience: This project provided me with the opportunity to participate in the design process of both the exterior and interior design of both new buildings. My responsibilities included code research to develop life safety plans, drafting construction drawings and details, coordinating engineering and structural revit models, and material research. BUILDING 2: OFFICE BUILDING

Pacific, Box, & Crate

BUILDING SECTION KEY NOTES Key Value

Keynote Text

Reviving a neighborhood 1 A302

3 A302

0.1

0.2

0.3

2 A301

1.1

2 A301

1.2

The Middleton Group designed two new buildings 1.2 1.1 for 2the Pacific Box and Crate development on upper King Street. The development includes three buildings in total. The mix of office TOP OF PARAPET +33'-0" ROOF green spaces spaces, a food hall, and outdoor +30'-0" encourages the site to be active during the day and evening. Finally, the project begins to express the revival of the upper peninsula neighborhood by providing spacesSECOND for FLOORthe community +16'-0" to gather in what was once an predominately industrial neighborhood.

2 A304

1 A304

TOP OF WALL

+36'-0"

TOP OF PARAPET

+33'-0"

ROOF

+30'-0"

6 A506

SECOND FLOOR

+16'-0"

6'-8"

2 A506

FIRST FLOOR GRADE @ REAR

FIRST FLOOR +0" GRADE @ REAR

+0"

-2'-0"

FOOD1 BUILDING HALLSECTION SECTION - TRANSVERSE THROUGH OFFICE

3 BUILDING SECTION - CIRCULATION CORE A301 1/8" = 1'-0"

RESTROOM REQUIREMENTS Females

185

3 2

3 5

-1

2 3

Male

Female

1 2

2 3

0 0

2 2

Service Sink

1 1

2 2

3 37 19 85 226 370

SECOND FLOOR BALCONY COMMON CONFERENCE ELEC LOCKER ROOM LOUNGE OFFICE OFFICE SHELLED OFFICE SPACE STORAGE YOGA STUDIO 1 YOGA STUDIO 2

BUSINESS - OFFICE BUSINESS - OFFICE ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS MECHANICAL LOCKER ROOM ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS BUSINESS - OFFICE BUSINESS - OFFICE BUSINESS - OFFICE STORAGE EXERCISE EXERCISE

1336 SF 1351 SF 245 SF 44 SF 242 SF 170 SF 1440 SF 405 SF 3850 SF 27 SF 1145 SF 428 SF

100 SF 100 SF 15 SF 300 SF 50 SF 15 SF 100 SF 100 SF 100 SF 300 SF 50 SF 50 SF

14 14 17 1 5 12 15 5 39 1 23 9 154 524

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

BUILDING ELEMENT RATING REQUIRED STRUCTURAL FRAME 0 STRUCTURAL FRAME 0 BEARING WALLS EXTERIOR 0 INTERIOR 0 NONBEARING WALLS EXTERIOR SEE TABLE 602 INTERIOR 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 EXIT ENCLOSURES/PASSAGEWAYS (1019) 1 CORRIDOR WALLS 0 SEPARATION BTW OCCUPANCIES 0 SHAFTS (UNDER 4 STORIES) 1

FIRE RESISTANCE RATING FOR EXTERIOR WALLS & OPENINGS BASED ON FIRE SEPARATION DISTANCES (TABLE 602)

RATING PROVIDED 0 0

ACTUAL FIRE SEPARATION DISTANCE REQUIRED RATING FOR WALL ACTUAL AREA OF UNPROTECTED OPENINGS

0 0

ALLOWABLE AREA OF UNPROTECTED OPENINGS (TABLE 705.8) REQUIRED RATING OF EXTERIOR FIRE WINDOW ASSEMBLIES (716.3)

0 0 0 NR (NOT ENCLOSED) NR (SPRINKLERED) NR 1

NORTH WALL 10' 0 NA

SOUTH WALL >30' 0 NA

EAST WALL >30' 0 NA

WEST WALL >30' 0 NA

100%

FEC

OCCUPANCY CLASSIFICATION SPRINKLER SYSTEM BUILDING AREA

1 HR FIRE BARRIER FIRE RESISTANCE RATING OPENING REQ.

WALLS 1 HOUR FIRE BARRIER

DOOR OPENING

1HR

60MIN

SIDELITES

# OCC. AT EXIT 8 OCCPTS. 36" 1.60"

PROVIDED EXIT WIDTH MIN. REQ. WIDTH

NEW COMMERCIAL BUILDING WITH RESTAURANT ON FIRST FLOOR AND OFFICE SPACE ON SECOND FLOOR NON SEPARATED MIXED USE [A-2 ASSEMBLY / B - BUSINESS]

FULLY SPRINKLERED FIRST FLOOR: 11.800 SF WWW.THEMIDDLETONGROUP.NET SECOND FLOOR: 9,240 SF NUMBER OF STORIES 2 STORIES CONSTRUCTION TYPE II-B SEISMIC DESIGN D CATEGORY ZONING LI - LIGHT INDUSTRIAL FLOOD ZONE X FIRE ALARM FIRE ALARM PER IFC - REFER TO ELECTRICAL SYSTEMS PLANS

EGRESS ARROW

Number of Occupants Males

Females

185

FIRST FLOOR (A-2 FOOD HALL OCCUPANCY) FIRST FLOOR PROVIDED

Name

9,500 SF 200% 28,500 SF 11,865 SF 3 2 75'-0" 36'-0" 85,500 SF 21,105 SF

THE MIDDLETON

Waterclosets Males Female WC WC Urinals

3 2

-2

Lavatories

3 5

Water Fountains

Male

Female

1 2

0 0

Service Sink

1 1

Occupancy Type

Area

Occupant Load

FIRST FLOOR CAFE KITCHEN CAFE SEATING COMMERCIAL KITCHEN DINING AREA QUE AREA

KITCHENS, COMMERCIAL ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS KITCHENS, COMMERCIAL ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS ASSEMBLY - STANDING SPACE

457 SF 545 SF 3704 SF 1270 SF 1126 SF

200 SF 15 SF 200 SF 15 SF 5 SF

3 37 19 85 226 370

SECOND FLOOR BALCONY COMMON CONFERENCE ELEC LOCKER ROOM LOUNGE OFFICE OFFICE SHELLED OFFICE SPACE STORAGE YOGA STUDIO 1 YOGA STUDIO 2

1336 SF 1351 SF 245 SF 44 SF 242 SF 170 SF 1440 SF 405 SF 3850 SF 27 SF 1145 SF 428 SF

100 SF 100 SF 15 SF 300 SF 50 SF 15 SF 100 SF 100 SF 100 SF 300 SF 50 SF 50 SF

14 14 17 1 5 12 15 5 39 1 23 9 154 524

TOTAL

SOUT H C AR SECOND FLOOR (B OCCUPANCY) OF SECOND FLOOR PROVIDED

1 1

ALLOWED AREA PER FLOOR PER TABLE 503 (A-3 MOST RESTRICTIVE) SPRINKLER INCREASE TOTAL ALLOWED AREA PER FLOOR (WITH INCREASE) AREA OF LARGEST FLOOR (AS DESIGNED) TOTAL ALLOWED STORIES (WITH INCREASE) TOTAL STORIES (AS DESIGNED) TOTAL ALLOWED HEIGHT (WITH INCREASE) TOTAL HEIGHT (AS DESIGNED) TOTAL ALLOWABLE BUILDING AREA TOTAL BUILDING AREA AS DESIGNED

RESTROOM REQUIREMENTS

60MIN

EGRESS REQUIREMENTS

2 3

-1

2 3

2 2

LIFE SAFETY PLAN LEGEND

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

FIRE EXTINGUISHER - WALL MOUNTED, PER IFC 906

FIRE RESISTANCE RATING FOR EXTERIOR WALLS & OPENINGS BASED ON FIRE SEPARATION DISTANCES (TABLE 602)

RATING PROVIDED 0 0

ACTUAL FIRE SEPARATION DISTANCE REQUIRED RATING FOR WALL ACTUAL AREA OF UNPROTECTED OPENINGS

0 0

ALLOWABLE AREA OF UNPROTECTED OPENINGS (TABLE 705.8) REQUIRED RATING OF EXTERIOR FIRE WINDOW ASSEMBLIES (716.3)

0 0 0 NR (NOT ENCLOSED) NR (SPRINKLERED) NR 1

NORTH WALL 10' 0 NA

SOUTH WALL >30' 0 NA

EAST WALL >30' 0 NA

WEST WALL >30' 0 NA

100%

FEC

FIRE EXTINGUISHER CABINET: CLASS 2-A FIRE EXTINGUISHER PER IFC 906

WWW.THEMIDDLETONGROUP EXIT SIGN LOCATION

EXIT

1 HR FIRE BARRIER FIRE RESISTANCE RATING OPENING REQ.

WALLS 1 HOUR FIRE BARRIER

DOOR OPENING

1HR

60MIN

SIDELITES

# OCC. AT EXIT

60MIN 8 OCCPTS. 36" 1.60"

EGRESS ARROW

PROVIDED EXIT WIDTH MIN. REQ. WIDTH

1 1

EGRESSGROUP REQUIREMENTS LLC

3'-8"

EXIT

405 SF

242 SF

YOGA STUDIO 2

STORAGE

OFFICE

27 SF

1440 SF

1 HOUR RATED SHAFT

ELEC 44 SF

27 OCC

CONFERENCE

MECHANICAL SHAFT, 1 HOUR FIRE BARRIER

245 SF

COMMON

77 OCCPTS. 15.40" 52"

REF.

36" 15.40"

99' EXIT DISTANCE

1351 SF

16 OCC

20 OCC MECHANICAL SHAFT, 1 HOUR FIRE BARRIER

Project Number

SHARED BREAK ROOM DW

3 A506 Description

STA T

LOCKER ROOM

428 SF 144'-10 1/4" EXIT SEPARATIO 57' SEPA RATION N DISTA REQUIRED NCE (1/3 DIAGO NAL)

2 NOV 2015

T HI

Raven Cliff Co. 1505 Monrovia St., Building 300

" 0'-4 OF 17 ONAL DIAG

TEST EA

N ILDI BU

A RC

WOMEN'S

MEN'S

Issued for Review Issued for Permit

SHELLED OFFICE SPACE

Issued for Construction

3850 SF

Revisions No.

Date

Description

PREP KITCHEN

92 OCCPTS.

MECH.

ELEC AND MECH ROOM DOORS TO BE LABELED. SIGNS POSTED INSIDE TO READ "NO STORAGE".

G103 1/8" = 1'-0"

FOOD HALL LIFE SAFETY PLAN FIRST FLOOR 2 BUILDING SECTION - LONGITUDINAL

OFFICE

170 SF

DISHWASHING

36" 13.80"

ELEC.

LOUNGE

EXIT

3704 SF

+0"

1145 SF

LAURA KASS MIDDLETON Mt. Pleasant, SC #7249

SECOND FLOO LIFE SAFETY PL

FIRST FLOOR LIFE SAFETY PLAN

G103 1

G104

11/4/2015 5:32:09 PM

EXIT

COMMERCIAL KITCHEN

EXIT

103' EXIT TRAVEL DISTANCE

27 OCCPTS.

SEPARATION FROM THE INTERIOR IS NOT REQUIRED PER IBC 1026.6 EX. 1&3

77 OCCPTS.

6'-0"

EXTERIOR EXIT STAIRWAY PER IBC 1026

Issued for Construction

EXIT

1336 SF

Issued for Review Issued for Permit

10 OCC

BALCONY

15018

Project Number

Revisions No.

ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS BUSINESS - OFFICE EXERCISE LOCKER ROOM MECHANICAL STORAGE

YOGA STUDIO 1

2 A305

36" 4.05"

Raven Cliff Co. 1505 Monrovia St., Building 300 Charleston, SC 29405

20 OCCPTS. 5'-3"

72' EXIT TRAVEL DISTANCE

PB&C Food Hall/Office Bldg.

EA 49 TE '-0" ST DIA GO NA L GR

EXIT 36" 3.00"

RISER ROOM DOOR TO BE LABELED. SIGNS POSTED INSIDE TO READ "NO STORAGE".

53' CPT

EXIT

MEN'S

N 3 A301

2.40"

WOMEN'S

201'-0" EXIT TRAVEL DISTANCE

JANITOR 3'-0"

GREATE

3 A502

16 OCCPTS.

1 HOUR RATED ELEVATOR SHAFT

1270 SF

2 A302

36"

LOBBY

DINING AREA

REQUIRED: 1/3 OF MAX OVERALL DIAGONAL OF AREA SERVED

T PROVIDED: REFER TO PLAN HI

T HI

PB&C Food Hall/Office Bldg.

A RC

3.00"

51' COMMON PATH OF TRAVEL

20 OCCPTS.

SERVING 4

36"

10 OCCPTS.

36" 1.50"

SERVING 2

MIDDLETON Mt. Pleasant, SC

#7249 EXIT SEPARATION DISTANCE: (IBC TABLE 1015.2)

A RC

36" 35.70"

ACCESSIBLE EXIT ACCESS STAIR NOT ENCLOSED PER IBC 1009.3 EX. 1

3'-8"

" 163'-6 GONAL ST DIA

SERVING 2

OFFICE

A301 1/8" = 1'-0"

FEC

1'-7" 3'-8"

FIRST FLOOR LIFE SAFETY PLAN

EXIT

87 OCCPTS.

72" 17.40"

77'54'- 1" EX 6" IT SE REQU PA IRED RATI (1/3 ON DI DIAG STAN ON CE AL)

EXIT UP

QUE AREA 1126 SF

161 OCC

238 OCCPTS.

72" 24.15"

161 OCCPTS.

EXIT

SERVICE

457 SF

FIRE DEPARTMENT KNOX BOX

1 A502 SERVING 1

R ED

SOUT H C AR OF

G RE

+30'-0"

FIRST FLOOR GRADE @ REAR

CE AN AL) DIST ON AG TION DI RA /3 PA (1 SE IT TION EX RA 2" PA 1/ SE '-6 MIN 38 3" '16

CAFE KITCHEN

ROOF

EXTERIOR EXIT STAIR FROM SECOND FLOOR

ASSEMBLY - STANDING SPACE ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS KITCHENS, COMMERCIAL

TOP OF PARAPET

+33'-0"

-2'-0"

36"

E 20 OCCPTS.

STA T

Building Area Legend

545 SF

STAIRWAYS: 0.2" PER OCCUPANT # (SPRINKLERS) OTHER COMPONENTS: 0.15" PER OCCUPANT #

CAFE SEATING

EGRESS WIDTH (PER OCCUPANT): (IBC 1005)

SOUT H C AR OF

THE MIDDLETON GROUP LLC Mt. Pleasant, SC #100383 TE

INA OL

C 1 A301

REQUIRED: 300'-0" MAX W/ SPRINKLER SYSTEM PROVIDED 1ST FLOOR: 103' PROVIDED 2ND FLOOR: 201'

1 A305

SECOND FLOOR

2 AT SECOND FLOOR

REQUIRED: 2 PER FLOOR PROVIDED: 2 PER FLOOR

SOUT H C AR OF

MAXIMUM TRAVEL DISTANCE: LAURA KASS (IBC TABLE 1016.2)

REQUIRED: 100'-0" MAX WITH SPRINKLER SYSTEM PROVIDED 1ST FLOOR: 51-0" PROVIDED 2ND FLOOR: 99'-0"

3.00"

+16'-0"

NUMBER OF ACCESSIBLE EXISTS:

Building Area Legend

COMMON PATH OF TRAVEL (CPT): (IBC TABLE 1014.3)

REQUIRED: 1/3 OF MAX OVERALL DIAGONAL OF AREA SERVED PROVIDED: REFER TO PLAN

STAIRWAYS: 0.2" PER OCCUPANT # (SPRINKLERS) OTHER COMPONENTS: 0.15" PER OCCUPANT #

INA OL

EXIT SEPARATION DISTANCE: (IBC TABLE 1015.2)

EGRESS WIDTH (PER OCCUPANT): (IBC 1005)

REQUIRED: 2 PER FLOOR

T HI PROVIDED: 4 AT FIRST FLOOR RC

G RE

REQUIRED: 300'-0" MAX W/ SPRINKLER SYSTEM PROVIDED 1ST FLOOR: 103' PROVIDED 2ND FLOOR: 201'

Mt. Pleasant, SC #100383

NUMBER OF SEXITS TE : R ED (IBC SECTION 1015) I

REQUIRED: 2 PER FLOOR PROVIDED: 2 PER FLOOR

MAXIMUM TRAVEL DISTANCE: (IBC TABLE 1016.2)

REQUIRED: 100'-0" MAX WITH SPRINKLER SYSTEM PROVIDED 1ST FLOOR: 51-0" PROVIDED 2ND FLOOR: 99'-0"

NUMBER OF ACCESSIBLE EXISTS:

COMMON PATH OF TRAVEL (CPT): (IBC TABLE 1014.3)

REQUIRED: 2 PER FLOOR PROVIDED: 4 AT FIRST FLOOR 2 AT SECOND FLOOR

EXIT

NUMBER OF EXITS : (IBC SECTION 1015)

DESCRIPTION

FIRE EXTINGUISHER CABINET: CLASS 2-A FIRE EXTINGUISHER PER IFC 906 EXIT SIGN LOCATION

EXIT

FIRE RESISTANCE REQUIREMENTS Area Per Occupant

Allowable Height & Area

FIRE EXTINGUISHER - WALL MOUNTED, PER IFC 906

IN A OL

2 3

-2

Water Fountains

200 SF 15 SF 200 SF 15 SF 5 SF

IN A OL

SECOND FLOOR (B OCCUPANCY) SECOND FLOOR PROVIDED

Males

Lavatories

Occupant Load

457 SF 545 SF 3704 SF 1270 SF 1126 SF

EXIT

FIRST FLOOR (A-2 FOOD HALL OCCUPANCY) FIRST FLOOR PROVIDED

Waterclosets Males Female WC WC Urinals

Area

KITCHENS, COMMERCIAL ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS KITCHENS, COMMERCIAL ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS ASSEMBLY - STANDING SPACE

Number of Occupants

Occupancy Type

FIRST FLOOR CAFE KITCHEN CAFE SEATING COMMERCIAL KITCHEN DINING AREA QUE AREA

OCCUPANT LOAD

Name

9,500 SF 200% 28,500 SF 11,865 SF 3 2 75'-0" 36'-0" 85,500 SF 21,105 SF

STA T

LI - LIGHT INDUSTRIAL X FIRE ALARM PER IFC - REFER TO ELECTRICAL SYSTEMS PLANS

ALLOWABLE HEIGHT AND AREAS

EXIT

NUMBER OF STORIES CONSTRUCTION TYPE SEISMIC DESIGN CATEGORY ZONING FLOOD ZONE FIRE ALARM

NEW COMMERCIAL BUILDING WITH RESTAURANT ON FIRST FLOOR AND OFFICE SPACE ON SECOND FLOOR NON SEPARATED MIXED USE [A-2 ASSEMBLY / B - BUSINESS] FULLY SPRINKLERED FIRST FLOOR: 11.800 SF SECOND FLOOR: 9,240 SF 2 STORIES II-B D

GENERAL INFORMATION

Area Per Occupant

Allowable Height & Area

DESCRIPTION OCCUPANCY CLASSIFICATION SPRINKLER SYSTEM BUILDING AREA

LIFE SAFETY PLAN LEGEND

FIRE RESISTANCE REQUIREMENTS

OCCUPANT LOAD

STA T

ALLOWABLE HEIGHT AND AREAS

A301 1/8" = 1'-0" GENERAL INFORMATION

SECOND FLOOR LIFE SAFETY PLAN

G104 1/8" = 1'-0"

FOOD HALL LIFE SAFETY PLAN SECOND FLOOR

Pacific, box,& crate

The Gadsden House Project: Historic renovation- mixed Use commercial Size: 4 floors; 7,414sf total AWARD: AIASC Historic Preservation Award Program: The Gadsden house went under a full renovation of the interior, exterior, and grounds. The first two floors feature banquet halls and the third floor includes the groom and bridal suites for weddings. Finally, the fourth floor was renovated into an office space. My Experience: My involvement with the renovation of The Gadsden House gave me the opportunity to directly learn about Charleston's pride in historic preservation. My tasks included creating the existing model while also preparing DRB, BAR, and construction documents. Each of these drawing sets detailed historic features that would be repaired and restored. This project provided a unique learning experience where I began to understand how an architect is responsible for preserving the historic integrity of a building while also ensuring that it meets the international building code requirements.

FLOOR PLAN

ALL RETURN AIR GRILLS TO BE DECORATIVE STAMPED ALUMINUM OR BUILT-IN TO CABINETRY WHERE SHOWN. ALL CEILINGS ARE FULL HEIGHT TO UNDERSIDE OF FRAMING, UNLESS NOTED OTHERWISE TO ACCOMMODATE MECHANICAL OR FOR ARCHITECTURAL FEATURES. ALL CEILINGS NOTED LOWER THAN FRAMING TO BE FURRED TO HEIGHT NOTED.

ALL DIMENSIONS ARE TO FACE OF FRAMING, MASONRY, AND CENTER OF OPENINGS UNLESS NOTED OTHERWISE.

WALL TYPE LEGEND WALL TYPE 1 - EXTEND TO CEILING WALL TYPE 1B - 1HR RATED UL#U305

FIELD VERIFY ALL

USE P.T. MATERIA

SOUND INSULATI

ALL RETURN AIR SHOWN.

ALL CEILINGS ARE ACCOMMODATE M FRAMING TO BE

ALL DIMENSIONS OTHERWISE.

WALL TYP WALL TYP

SOUT H C AR OF

THE MIDDLETON GROUP LLC Mt. Pleasant, SC #100383

TYP. EXTENSION

DOOR AND WIND ACCOMODATE SEL

WALL TYPE

SOUND INSULATION ON ALL INTERIOR WALLS AND FLOORS.

R ED

A RC

A4.7

www.themiddletongroup.net

USE P.T. MATERIALS AT GROUND FLOOR LEVEL BELOW FLOOD.

1630 Meeting St. Rd. Ste. 210 Charleston, SC 29405

6 A7.1

FIELD VERIFY ALL DIMENSIONS FOR CABINETRY AND BUILT-IN DESIGN AND INSTALLATION.

DOOR AND WINDOW OPENINGS SHOULD ALLOW FOR A MINIMUM OF 6" CLEARANCE OF THE JAMBS TO ACCOMODATE SELECTED INTERIOR TRIM, UNLESS OTHERWISE NOTED.

STA T

ALL INTERIOR WA NOTED ON PLAN. WITH MASONRY S POCKET DOORS A FOR ADDITIONAL

IN A OL

A4.7

1'-0" MIN

NEW STEEL EXIT STAIR NEW HVAC PLATFORM WITH WOOD SCREEN WALL

REPLACE ALL DETERIORATED NON- HISTORICAL WINDOWS WITH NEW WOOD TRUE DIVIDED LIGHT WINDOWS TO EXACTLY MATCH EXISTING HISTORIC WINDOW DETAILING. 6 OVER 6 LITE PATTERN

P 843.302.0632 F 843.278.9289

FLOOR PLAN NOTES 1.

NEW STEEL EXIT STAIR AND RAIL

T HI

4'-6"

5'-1 3/4"

STA T

STAIR

BATT INSULATION

A4.2

VARIES

REPOINT EXISTING MASONRY- (BIDDING AND POINTING MORTAR ANALYSIS COMPLETE) DOWN TO BASEMENT 3

REMOVE/ RESTORE ALL HISTORIC WINDOWS

1 A7.1

PIAZZA

NEW WOOD STAIRS

A4.5

REMOVE/ RESTORE ALL HISTORIC WINDOWS

A4.3

BANQUET HALL 26

BANQUET HALL

NEW FRAMING AND DECKING AT SCUTTLE HOLE.

Project Number

REPLACE NON-ORIGINAL 1ST AND 2ND FLOOR PIAZZA DOORS WITH 3 PANEL SOLID MAHOGANY FRENCH DOORS AND TRANSOM IN EXISTING OPENING

REMOVE / RESTORE INTERIOR WOOD SHUTTERS (BAR STAFF APPROVAL GRANTED 12/16/2014) 23

EXTERIOR PORCH

14019

Issued for Review Issued for Permit

No.

1 Description

Date

REMOVE AND RESTORE WROUGHT IRON GATES

N-1.0 First Floor 1/4" = 1'-0"

FLOOR PLAN Second floor proposed FIRST plan - PROPOSED

N-2.0 Second Floor 1/4" = 1'-0"

A1.1

2/26/2015 7:46:13 PM

1 A1.2

A4.5

Revisions

A1.1

1B FIREBOX

Issued for Construction

10 The Gadsden House

5/8" G

HVAC CLOSET CERAMIC TILE TOILET SIDE

5/8" GYP BD OPPOSITE TOILET SIDE

STAIR RAILING TO MATCH EXISTING RAILING

HVAC

5/8" BACKER BD TOILET SIDE

BANQUET HALL

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

REMOVE / RESTORE INTERIOR WOOD SHUTTERS

REPAIR AND PAINT EXISTING METAL ROOF

BANQUET HALL

First floor proposed plan

WALL TYP WALL TYP

T HI

Luxury Simplified 329 East Bay Street Charleston, SC

STORAGE

A RC

A4.3

WALL TYPE 2 - EXTEND TO CEILING, TYP. WALL TYPE 2A - BACKER BD AND TILE BOTH SIDES

ADA LIFT

7 A7.1

REPLACE ALL DETERIORATED NON- HISTORICAL WINDOWS WITH NEW WOOD TRUE DIVIDED LIGHT WINDOWS TO EXACTLY MATCH EXISTING HISTORIC WINDOW DETAILING. 6 OVER 6 LITE PATTERN

The Gadsden House

12'-7" 1

4 3/4"

5'-2 3/4" 2'-2"

HALL

12'-9"

3'-4"

STAIR

SOUT H C AR OF

LAURA KASS MIDDLETON Mt. Pleasant, SC #7249

MEN'S

WOMEN'S 4 A7.1

5/8" GYP BD BOTH SIDES (MOISTURE RESISTANT GYP IN WET LOCATIONS) (TYPE X FIRE RATED GYP - WALL TYPE 1B)

G RE

2'-6"

2X4" WOOD STUD @ 16" O.C.

INA OL

BATT INSULATION

STORAGE

REPLACE NON-ORIGINAL 1ST AND 2ND FLOOR PIAZZA DOORS WITH 3 PANEL SOLID MAHOGANY FRENCH DOORS AND TRANSOM IN EXISTING OPENINGS

Interior view of The Gadsden House

1630 Meeting St. Rd. Ste. 210 Charleston, SC 29405

www.themiddletongroup.net

P 843.302.0632 F 843.278.9289

Renovated Gadsden House porch

REPAIR AND PAINT EXISTING METAL ROOF

THE MIDDLETON GROUP LLC Mt. Pleasant, SC #100383

E STA T

REPAIR AND PAINT EXISTING METAL ROOF

REPLACE ALL DETERIORATED NON- HISTORICAL WINDOWS WITH NEW WOOD TRUE DIVIDED LIGHT WINDOWS TO EXACTLY MATCH EXISTING HISTORIC WINDOW DETAILING AND EXISTING LITE PATTERN

SOUT H C AR OF

IN A OL

REPLACE ALL DETERIORATED NON- HISTORICAL WINDOWS WITH NEW WOOD TRUE DIVIDED LIGHT WINDOWS TO EXACTLY MATCH EXISTING HISTORIC WINDOW DETAILING AND EXISTING LITE PATTERN

R ED

A RC

T HI

FOURTH FLOOR

+46'-7"

LAURA KASS MIDDLETON Mt. Pleasant, SC #7249

G RE

STA T

REPOINT EXISTING MASONRY

SOUT H C AR OF

INA OL

+46'-7"

A RC

T HI

REPOINT EXISTING MASONRY

THIRD FLOOR

+34'-3"

REMOVE/ RESTORE ALL HISTORIC WINDOWS

The Gadsden House

+34'-3"

NEW GAS LANTERNS

REMOVE / RESTORE INTERIOR WOOD SHUTTERS

SECOND FLOOR

NEW GAS LANTERNS

SECOND FLOOR

+19'-3"

Luxury Simplified 329 East Bay Street Charleston, SC

+19'-3"

REPLACE ALL DETERIORATED NON- HISTORICAL WINDOWS WITH NEW WOOD TRUE DIVIDED LIGHT WINDOWS TO EXACTLY MATCH EXISTING HISTORIC WINDOW DETAILING AND EXISTING LITE PATTERN

REMOVE/ RESTORE ALL HISTORIC WINDOWS

REPLACE NON-ORIGINAL 1ST AND 2ND FLOOR PIAZZA DOORS WITH 3 PANEL SOLID MAHOGANY FRENCH DOORS AND TRANSOM IN EXISTING OPENING ADA LIFT (SCREENED BY PLANTINGS - SEE LANDSCAPE DRAWINGS)

NEW GAS LANTERNS

REMOVE AND RESTORE WROUGHT IRON GATES

NEW WOOD STAIR AND HANDRAIL. RAILING TO EXACTLY MATCH EXISTING PORCH HANDRAIL

FIRST FLOOR

Proje

FIRST FLOOR

+5'-2" Project Number

Date

+5'-2"

14019

Draw

Issued for Review

Chec

Issued for Permit

GRADE

Revisions

+0"

1 A4.5

SOUTH ELEVATION - PROPOSED 1/4" = 1'-0"

No.

Description

No.

GRADE

Date

+0"

ELEVATIONS

east elevation 1

A4.2

EAST ELEVATION (EAST BAY STREET) - PROPOSED 1/4" = 1'-0"

A4.5

2/26/2015 7:46:21 PM

South elevation

Revis

Issued for Construction

The Gadsden House

Blue Acorn Office Project: Adaptive reuse-interior and exterior renovation of an existing warehouse Size: 2 floors; 8,772sf total Award: AIASC Adaptive Reuse/Renovation Award WALL TYPE LEGEND

Program: The Middleton Group designed an open office concept to provide flexibility for the collaborative work environment of Blue Acorn.

FLOOR PLAN NOTES 1. ALL INTERIOR WALLS ARE TO BE FRAMED WITH 2X4 WOOD STUDS @ 16" O.C. UNLESS OTHERWISE NOTED ON PLAN. ALL EXTERIOR FRAMING WITHIN 18" OF THE GROUND OR THAT COMES IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. ALL WALLS OR SECTIONS OF WALLS CONTAINING POCKET DOORS ARE TO BE FRAMED WITH 2X6 WOOD STUDS @ 16" O.C. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING INFORMATION.

WALL TYPE 1 - EXTEND TO CEILING WALL TYPE 1A - 5'-0" HEIGHT WALL TYPE 1B - EXTEND 6" ABOVE CEILING

BATT INSULATION (TYPE 1 ONLY)

2. DOOR AND WINDOW OPENINGS SHOULD ALLOW FOR A MINIMUM OF 6" CLEARANCE OF THE JAMBS TO ACCOMODATE SELECTED INTERIOR TRIM, UNLESS OTHERWISE NOTED.

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

4 5/8"

1/2" GYP BD BOTH SIDES

My Experience: This project provided me with more experience in commercial code research, construction details, and construction site observation. Details I drafted include storefront windows that bump out from the original warehouse envelop and an LED lit staircase that is featured in the main open office space.

FIELD VERIFY ALL DIMENSIONS FOR CABINETRY AND BUILT-IN DESIGN AND INSTALLATION.

USE P.T. MATERIALS AT GROUND FLOOR LEVEL BELOW FLOOD.

SOUND INSULATION ON ALL INTERIOR WALLS AND FLOORS.

6. ALL RETURN AIR GRILLS TO BE DECORATIVE STAMPED ALUMINUM OR BUILT-IN TO CABINETRY WHERE SHOWN.

WALL TYPE 2 - EXTEND TO STRUCTURE WALL TYPE2A - 8" METAL STUD EXTEND TO ROOF WALL TYPE 2B - 5/8" TYPE X GYP BD EACH SIDE (UL#U419)

7. ALL CEILINGS ARE FULL HEIGHT TO UNDERSIDE OF FRAMING, UNLESS NOTED OTHERWISE TO ACCOMMODATE MECHANICAL OR FOR ARCHITECTURAL FEATURES. ALL CEILINGS NOTED LOWER THAN FRAMING TO BE FURRED TO HEIGHT NOTED.

BATT INSULATION PER CODE

8. ALL DIMENSIONS ARE TO FACE OF FRAMING, MASONRY, AND CENTER OF OPENINGS UNLESS NOTED OTHERWISE.

3 5/8" METAL STUD @ 16" O.C. 1 LAYER 5/8" TYPE X GYP BD EACH SIDE (TYPE 2B)

STA T

EXISTING METAL BUILDING STRUCTURE

1/2" GYP ON ROOM SIDE ONLY (TYPE 2,2A )

STA T

WALL TYPE 3 - EXTEND TO 6" ABOVE CEILING, TYP. WALL TYPE 3A - BACKER BD AND TILE ROOM SIDE ONLY WALL TYPE 3B - 6" METAL STUD (8" TOTAL ASSEMBLY) WALL TYPE 3C- BACKER BD AND TILE BOTH SIDES WALL TYPE 3D- 1HR RATED (UL#U442) EXTEND TO STRUCTURE

G RE

BATT INSULATION EXTEND TO STRUCTURE 3 5/8" METAL STUD @ 16" O.C.

West elevation

1/2" BACKER BD TOILET SIDE CERAMIC TILE TOILET SIDE

1/2" GYP BD OPPOSITE TOILET SIDE 5/8" TYPE X GYP BD OPPOSITE TOILET SIDE (TYPE3D ONLY)

3 A5.1

PRE- ENGINEERED STEEL STAIR WITH STEEL HANDRAILS

26'-0"

13'-0"

4'-0"

3'-1 1/4"SF5 4'-7 1/4" SF5

108

107

106

.0 95

3'-0 3/4"

0°

105A

4 A1.3

1'-8"

SF8

OFFICE 1

FLEX OFFICE 1

104 9'-4 3/4"

OFFICE

103

9'-4 3/4"

102

ENTRY 101

9'-4 3/4"

SF5 4'-11 1/4" SF5

5'-0"

SF5

5'-3"

SF5

5'-0 1/2" SF5

4'-6 1/2" SF5

5'-3"

SF5

4'-8"

20'-0"

5'-1"

19'-11"

SF5

SF5 5.00°

8'-0"

SF5

2'-11 1/4"1'-0"1'-0" 3'-0" 1'-0"1'-0" 3'-0" 1'-0"1'-0" 3'-0" 1'-0" 1'-0"

25'-0"

A4.1

25'-0"

140'-8"

1 A1.1

N-1.0 First Floor 3/16" = 1'-0"

Proposed first floor plan

12 Blue Acorn Office

25'-0"

Checked by Revisions

Descrip

1'-9 3/4"

16'-0"

14'-6"

Drawn by

1ST F

2 4"

Issue Date

No.

SF4 10'-0"

2'-9 3/4"

RAMP

109

Project Numbe

16'-1"

OFFICE

102

SF3

OFFICE

4'-11 1/2"

OFFICE

103

0°

104

OFFICE

4'-7 1/2"

2 1

8'-0"

1'-7"

105

7 1/4" 106

9'-8"

9'-10 1/4"

6'-10 1/4"

OPEN OFFICE 7'-4 1/2"

5'-1"

1 A4.1

4'-0"

SF2

8'-3" 90.0 0

3'-11"

LANDING

5'-6"

SLOPE: 1/12

3'-7"

12'-0"

5'-5"

116

RAMP

14'-1"

19'-5 1/2"

120

16'-8 1/2"

FLEX SPACE

119

Commercial Upfit

0° .0 90

AGILE POD 2

118

24'-9"

38'-11"

6'-4 1/2"

3'-9 3/4"

6'-5 1/4" 3'-11 1/4"

AGILE POD 1

4'-0"

11'-3 3/4"

12'-0 1/2"

13'-0"

4'-5 3/4"

4'-8"

26'-0"

105B

116 3

107

24'-8 1/2"

9'-3 1/4"

111 12'-3 3/4" 108

110

115

SF9

HALL

1B 9'-10 1/4" 109

OFFICE

JAN

6'-0 1/4"

6'-0 1/2"

8'-4 3/4"

4'-11 1/2"

14'-6"

10'-2 1/2"

8'-0 1/2"

7'-10" 18'-10 1/2" 2'-8 1/2"

7'-8 1/2"

114A

1B 9'-0 3/4"

2'-4 3/4"

115

112A

110 Sim

3 8'-4 1/2"

113

24'-9 1/4"

0°

V.I.F.

2'-2 1/4" 3'-11 1/2" 7'-8 1/2" 7'-9 1/2" V.I.F.

5'-3"

2'-9"

17'-6 1/4"

4'-8 1/2"

A4.1

3C 3

2'-2"

114

11'-7"

3B 114B

117

2'-1"

MEN'S RR

MECH/ELEC

113

12C 2A

112B

WOMEN'S RR

CLOSET 1B

9'-1 1/2"

3C 2'-1"

112

3D 10'-3"

95 .0 0°

6'-1"

BREAK ROOM

112B

16'-11 3/4"

REF.

SF1

40'-2"

4 A5.1

A4.1

NOTE: REFERENCE GRADING PLAN FOR RAMP LENGTH UP

1 A5.1

2 A5.1

2 A1.3

1'-5 1/2"

ALIGN WITH EXISTING BUILDING

2 1/2" TYP

2X WOOD KICKER - SEE STRUCTURAL

STAIN GRADE WOOD TOP RAIL

STEEL HANDRAIL, TYP.

WALL TYPE LEGEND

5'-5"

EPDM ROOF PER MFCTR SPECS, TYP. 1/4":1'-0" MIN. SLOPE

FLOOR PLAN NOTES

WALL TYPE 1 - EXTEND TO CEILING WALL TYPE 1A - 5'-0" HEIGHT WALL TYPE 1B - EXTEND 6" ABOVE CEILING

BATT INSULATION (TYPE 1 ONLY)

2. DOOR AND WINDOW OPENINGS SHOULD ALLOW FOR A MINIMUM OF 6" CLEARANCE OF THE JAMBS TO ACCOMODATE SELECTED INTERIOR TRIM, UNLESS OTHERWISE NOTED. TREADS FASTENED TO STEEL ANGLES STAIN GRADE WOOD

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

4 5/8"

1/2" GYP BD BOTH SIDES

WOOD ROOF FRAMING - SEE STRUCTURAL WALL TYPE 2 - EXTEND TO STRUCTURE WALL TYPE2A - 8" METAL STUD EXTEND TO ROOF WALL TYPE 2B - 5/8" TYPE X GYP BD EACH SIDE (UL#U419)

JOIST HANGERS - SEE STRUCTURAL BATT INSULATION PER CODE

FIELD VERIFY ALL DIMENSIONS FOR CABINETRY AND BUILT-IN DESIGN AND INSTALLATION.

USE P.T. MATERIALS AT GROUND FLOOR LEVEL BELOW FLOOD.

SOUND INSULATION ON ALL INTERIOR WALLS AND FLOORS. ALUMINUM CHANNEL

1 LAYER 5/8" TYPE X GYP BD EACH SIDE (TYPE 2B)

STEEL STRINGERS- SEE STRUCTURAL

EXISTING METAL BUILDING STRUCTURE

2ND FL

+10'-4"

BFE

+2'-7 1/4"

6. ALL RETURN AIR GRILLS TO BE DECORATIVE STAMPED ALUMINUM OR BUILT-IN TO CABINETRY WHERE SHOWN. BLUE POLYGAL RISER

8. ALL DIMENSIONS ARE TO FACE OF FRAMING, MASONRY, AND CENTER OF OPENINGS UNLESS NOTED OTHERWISE.

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

1/4" PER 1'-0" MIN. SLOPE

2" STEEL BARSTOCK POSTS

1. ALL INTERIOR WALLS ARE TO BE FRAMED WITH 2X4 WOOD STUDS @ 16" O.C. UNLESS OTHERWISE NOTED ON PLAN. ALL EXTERIOR FRAMING WITHIN 18" OF THE GROUND OR THAT COMES IN CONTACT WITH MASONRY BRAIDED METAL CABLE @ 4" O.C. SHALL BE PRESSURE TREATED. ALL WALLS OR SECTIONS OF WALLS CONTAINING POCKET DOORS ARE TO BE FRAMED WITH 2X6 WOOD STUDS @ 16" O.C. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING INFORMATION.

STA T

1X6 TRTD WOOD SLATS WITH 2 1/2" REVEAL - PAINT TBD

FEELUX LED STRIP LIGHT OR APPROVED EQUAL (WIRING CONCEALED BEHIND WOOD FINISH)

1X6 STAIN GRADE (FINISH TBD) WITH 1/4" REVEAL BETWEEN STAIR STRINGERS

1ST FL

+0"

G RE

BATT INSULATION EXTEND TO STRUCTURE 3 5/8" METAL STUD @ 16" O.C.

1'-6 1/2"

STA T

1'-2 1/2"

3 5/8" 16 GA METAL STUD FRAMING. PROVIDE POSITIVE SLOPE AWAY FROM BUILDING. ANCHOR TO STEEL FRAME

STEEL BASE PLATE ANCHORED TO CONCRETE

1/2" BACKER BD TOILET SIDE CERAMIC TILE TOILET SIDE

1X6 WOOD VENEER WITH MITERED CORNER AT FRONT EDGE OF FACADE

Interior view of led lit stairs

CONTINUOUS WOOD BLOCKING 1/2" GYP ON ROOM SIDE ONLY (TYPE 2,2A )

led light detail at stairs 1/2" GYP BD OPPOSITE TOILET SIDE

5/8" TYPE X GYP BD OPPOSITE TOILET SIDE (TYPE3D ONLY)

1 1/2" = 1'-0"

4 A5.1

2 A5.1 3'-6"

3'-6"

16'-5 3/4"

4'-1 1/2"

SF10

3'-0"

A7.2

89'-11 1/2"

CANTILEVER

A7.2

3'-4 1/2"

2 STAIR DETAIL

PORCH COLUMN DETAIL - Callout 1

Commercial Upfit

1 HR RATED ASSEMBLY UL# W404 12'-7 3/4"

TOTAL WALL ASSEMBLY RATED 2HR

13'-4 1/4"

24A

SF7 1

21 1 HR RATED ASSEMBLY - UL# V497

CONFERENCE 24

2B 2'-6 1/2"

2 19'-5 3/4"

2'-9 3/4" 2'-8 1/2"

19'-5 3/4"

5'-2 1/2"

3 2HR RATED WALL DETAIL AT INTERIOR SHEAR WALLS A7.2

1 1/2" = 1'-0" SF10

Proposed second floor plan 1 A1.2

N-2.0 Second Floor 3/16" = 1'-0"

40'-2"

7'-1"

2 LAYERS UL CERTIFIED 5/8" TYPE X GWB, EXTEND TO UNDERSIDE OF 2ND FLOOR DECK. LAMINATING COMPOUND USED TO BOND LAYERS OF GWB AND APPLIED TO ENTIRE SURFACE WITH 1/4"X1/4" NOTCHED TROWEL SALES

SF10

SF12 1

Project Numbe

22 AND CEILING RUNNERS — (NOT SHOWN) — CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1-1/4 IN. LONG LEGS, 1. FLOOR ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. 1 2. STEEL STUDS — CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED STEEL, MIN 3-5/8 IN. WIDE, MIN 1-1/4 IN. FLANGES, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS OFFICE THAN ASSEMBLY HEIGHT. COMPOUND1— FOR USE WITH ITEM 4 - 21 USED TO BOND OUTER LAYER WALLBOARD TO INNER LAYER WALLBOARD. POWDER TYPE MIXED WITH WATER IN ACCORDANCE WITH INSTRUCTIONS SHOWN ON BAGS. 3. LAMINATING BREAKOUT APPLIED TO ENTIRE SURFACE OF BASE LAYER WALLBOARD. APPLIED WITH NOTCHED TROWEL PRODUCING CONTINUOUS BEADS ABOUT 1/4 IN. WIDE AND 1/4 IN. HIGH. 22 4. GYPSUM BOARD* — APPLIED TO ONE SIDE OF STEEL STUDS (ITEM 2). TWO LAYERS OF 5/8 IN. GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES. GYPSUM PANELS APPLIED VERTICALLY WITH JOINTS CENTERED 1 OVER STUDS. BASE LAYER APPLIED WITH 1 IN. TYPE S SCREWS SPACED 24 IN. OC. FACE LAYER APPLIED VERTICALLY WITH JOINTS CENTERED OVER STUDS AND OFFSET FROM BASE LAYER JOINTS BY 24 IN. FACE LAYER 2 APPLIED WITH 1-5/8 IN. TYPE S SCREWS SPACED 1213'-2 IN. OC STARTING WITH A 6 IN. OFFSET FROM THE13'-4" BOTTOM OF THE GYPSUM PANEL. 10'-5 3/4" 3/4" NATIONAL GYPSUM CO — 5/8 IN. THICK TYPE EXP-C, FSL, FSW, FSK, FSW-3, FSW-5, FSW-G, FSK-G, FSW-6, FSW-8, FSW-C, FSMR-C, FSK-C, SOUNDBREAK XP TYPE X GYPSUM BOARD 4A. GYPSUM BOARD* — (AS AN ALTERNATE TO ITEMS 3 AND 4) - APPLIED TO ONE SIDE OF STEEL STUDS (ITEM 2). THREE LAYERS OF 5/8 IN. GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES. GYPSUM PANELS APPLIED VERTICALLY WITH JOINTS CENTERED OVER STUDS. FIRST LAYER APPLIED WITH 1 IN. TYPE S SCREWS SPACED 24 IN. OC. SECOND LAYER APPLIED VERTICALLY WITH JOINTS CENTERED OVER STUDS AND OFFSET FROM SF5 BASE LAYER JOINTS WITH 1-5/8 IN. TYPE S SCREWS SPACED 24 IN. OC. FACE LAYER APPLIED VERTICALLY WITH JOINTS CENTERED OVER STUDS AND OFFSET FROM SECOND LAYER JOINTS SF5 BY 24 IN. SECOND SF5 LAYER APPLIEDSF5 BY 24 IN. FACE LAYER APPLIED WITH 2-1/4 IN. TYPE S SCREWS SPACED 12 IN. OC STARTING WITH A 6 IN. OFFSET FROM THE BOTTOM OF THE GYPSUM PANEL. NATIONAL GYPSUM CO — 5/8 IN. THICK TYPE EXP-C, FSL, FSW, FSK, FSW-3, FSW-5, FSW-G, FSK-G, FSW-6, FSW-C, FSMR-C, FSK-C, SOUNDBREAKXP TYPE X GYPSUM BOARD 4B. GYPSUM BOARD* — (AS AN ALTERNATE TO 5/8 IN. TYPE FSW IN ITEM 4A) - NOM. 5/16 IN. THICK GYPSUM PANELS APPLIED VERTICALLY. TWO LAYERS OF 5/16 IN. FOR EVERY SINGLE LAYER OF 5/8 IN. GYPSUM BOARD DESCRIBED IN ITEM 4A. HORIZONTAL JOINTS ON THE SAME SIDE NEED NOT BE STAGGERED. INNER LAYER OF EACH DOUBLE 5/16 IN. LAYER ATTACHED WITH FASTENERS, AS DESCRIBED IN ITEM 4A, SPACED 24 IN. OC. OUTER LAYER OF EACH DOUBLE 5/16 IN. LAYER ATTACHED PER ITEM 4A. NATIONAL GYPSUM CO — TYPE FSW 5. JOINT TAPE AND COMPOUND — (NOT SHOWN) - JOINTS COVERED WITH JOINT COMPOUND AND PAPER TAPE. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER PANELS. * INDICATES SUCH PRODUCTS SHALL BEAR THE UL CERTIFICATION MARK

Issue Date

24B 24B

6'-5 3/4"

2 LAYERS UL CERTIFIED 5/8" TYPE X GWB, EXTEND TO ROOF DECK

PHONE

1/2" PLYWOOD SHEATHING- SEE STRUCTURAL 10'-0 3/4"

Drawn by

14'-4 3/4"

2'-4 3/4"

9'-4 3/4"

CLOSET

20MSG 3 5/8" METAL STUD @ 16" O.C.

3'-10 1/4"

SF6

15'-5 3/4"

7'-9 1/4"

40'-2"

UL CERTIFIED 3 1/2" MIN BREAK-OUT BATT INSULATION

3'-9 1/4"

UL CERTIFIED 3 1/2" MIN1 BATT INSULATION 20MSG GALVANIZED STEEL 1 1/2" HAT CHANNEL @ 24" O.C.

28A 27

1. GIRTS — "Z" OR "C" SHAPED GIRTS, MINIMUM 0.056 IN. THICK STEEL, MINIMUM 8 INCH DEEP, WITH MINIMUM 2 IN. WIDE FLANGES. GIRTS PLACED HORIZONTALLY (WITH FLANGES UP OR DOWN) AND SPACED MAXIMUM 90 IN. O.C. GIRTS ARE SECURED TO COLUMNS WITH GIRT CLIPS, ITEM 2, OR BOLTED TO THE COLUMN THROUGH THE GIRT FLANGE. 2. GIRT CLIPS — (OPTIONAL, NOT SHOWN) - STEEL CLIPS SECURED TO COLUMN BY WELDS OR BOLTS. 3. STEEL WALL PANELS — MINIMUM NO. 26 MSG, MINIMUM 1-1/8 IN DEPTH, MINIMUM 36 IN. WIDE COATED STEEL PANELS. VERTICAL RAISED RIB PROFILES OF ADJACENT PANELS ARE OVERLAPPED AND ATTACHED TO EACH OTHER WITH SELF-DRILLING OR SELF-TAPPING SCREWS SPACED 30 IN. O.C. (MAX.) ALONG THE LAP. METAL PANEL ATTACHMENT TO STEEL GIRT USING SELF-DRILLING OR SELF-TAPPING SCREWS SPACED 12" O.C. (MAX) ALONG GIRT. 4. FURRING CHANNELS — HAT SHAPED, MINIMUM 20 MSG GALVANIZED STEEL, NOMINALLY 3 IN. WIDE, 1-1/2 IN. DEEP,5SPACED MAXIMUM 24 IN. O.C. PERPENDICULAR TO GIRTS. CHANNELS ARE SECURED TO EACH A1.3 GIRT WITH 3/8 IN. (MINIMUM) LONG SELF-DRILLING SHEET STEEL TYPE SCREWS. TWO SCREWS ARE USED AT EACH FASTENING LOCATION, ONE THROUGH EACH LEG OF THE FURRING CHANNEL. 4A. (OPTIONAL) — IN PLACE OF THE FURRING CHANNELS, THE FOLLOWING STANDARD STEEL FRAMING FOR RATED GYPSUM BOARD WALLS MAY BE USED: STEEL FRAMING (STEEL STUDS, RUNNERS AND THEIR ATTACHMENT) FOR SUPPORT OF THE GYPSUM BOARD WALL SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN UL DESIGN NO. V497. OPEN TO BELOW LATERAL SUPPORT MEMBERS — (NOT SHOWN) — WHERE REQUIRED FOR LATERAL SUPPORT OF STUDS, SUPPORT MAY BE PROVIDED BY MEANS OF STEEL STRAPS, CHANNELS OR OTHER SIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM. 1 5. WALLBOARD, GYPSUM* — ANY 5/8 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR USE IN DESIGN NOS. L501, G512 OR U305. TWO LAYERS ON INTERIOR FACE OF WALL OF ANY 5/8 IN. THICK A4.1 GYPSUM WALLBOARD BEARING THE UL CLASSIFICATION MARK FOR FIRE RESISTANCE. BOTH LAYERS APPLIED HORIZONTALLY OR VERTICALLY. FIRST LAYER ATTACHED TO FURRING CHANNELS, ITEM 4, USING 1 IN. LONG TYPE S BUGLE HEAD DRYWALL SCREWS SPACED 24 IN. O.C. MAXIMUM VERTICALLY AND HORIZONTALLY. SECOND LAYER ATTACHED TO FURRING CHANNELS USING 1-5/8 IN. LONG TYPE S BUGLE HEAD DRYWALL SCREWS SPACED 12 IN. O.C. MAXIMUM VERTICALLY AND 24 IN. O.C. MAXIMUM HORIZONTALLY. THE HORIZONTAL OR VERTICAL JOINTS OF THE WALLBOARD SHALL BE OFFSET 24 IN. WHEN 2 SUCCESSIVE SF2TO JOINTS AND SCREW HEADS OF FACE LAYER OF GYPSUM WALLBOARD. LAYERS ARE APPLIED IN THE SAME ORIENTATION WALLBOARD JOINTS FINISHED DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS PAPER OR GLASS FIBER TAPE EMBEDDED UP IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. 6. BATTS AND BLANKETS* — MIN. 3.5 IN THICK (R-10) GLASS FIBER BLANKETS PLACED IN THE CAVITIES OF EXTERIOR WALLS, AND ATTACHED TO THE GIRTS. AS AN ALTERNATE, 1" MIN. RIGID FOAM BOARD, ITEM 8, SHALL BE PERMITTED, IN ADDITION TO THE GLASS FIBER BLANKETS. SEE BATTS AND BLANKETS (BZJZ) CATEGORIES FOR NAMES OF MANUFACTURERS. 5'-2 1/4" * INDICATES SUCH PRODUCTS 28'-1SHALL 1/2" BEAR THE UL CERTIFICATION MARK

10'-3"

5'-0"

EXISTING GIRT

4'-4 3/4"

PHONE

1 1

10'-0 1/4"

CLOSET 28B

4'-4 3/4"

2'-4 3/4"

3'-0"

SF11

1'-10 1/4" 5'-4 3/4" 1

28B

2'-4 1/2"

1'-7 1/4" 3'-0"

12'-5"

OFFICE

16'-5 1/4"

METAL SIDING

1 HR RATED ASSEMBLY - UL# V497

6'-8 1/2"

13'-0 1/2"

1 HR RATED ASSEMBLY UL# W404 CONFERERNCE

OFFICE

10'-0 1/2"

24'-10 1/4"

Blue Acorn Office

Checked by Revisions No.

Descrip

2ND

Reconnecting Mount Adams

Single Family Residence Earth and Sky relationship Landscape Course: Arc 401 Design Time: 2 weeks Location: Mt. Adams

Cincinnati, Ohio

The 'Identity of a City' studio, pushed students to thoroughly analyze a city's neighborhood from many points of view. An intense research paper of the neighborhood's history followed by diagramming the city's fabric informed students of the neighborhood's spirit. Supplemental readings by Christian Norberg-Schulz and Heidegger allowed students to understand the influences of phenomenological and hermeneutic philosophy. Finally, students chose a site and acted as both developers and architects by utilizing their research to propose a project's program and design. Students were given two weeks to design a building that spoke of the neighborhood's Genius Loci through details, architecture, and a viewer's experience.

Identity of Mt. Adams Established: 1700's as a Working Class Neighborhood One of Cincinnati's Seven Hills and also featured one of Cincinnati's five inclines. Population: 2,155

An Escape: Attractions built on the hillside of Mt. Adams' created periods of popularity in its history. It was a destination to escape the city heat, relax, and socialize.

Isolated:

Embedded:

Highways negatively impacted Mt. Adams and now isolates it from downtown Cincinnati.

Buildings, street and Landscape coexist with the hillside.

A 16 Reconnecting Mount Adams

Diagrams 1. Isolation of hillside businesses from the main business district.

2. Laser cut street section of residences showing how buildings step with the slope of the hillside. 3. Laser cut model portrays the interaction of hillside steps and streets connecting the built environment, people, and the land.

3 Reconnecting Mount Adams

Final Design I developed a site where commercial, residential, and community spaces are stitched together with the hillside. The site becomes an anchor for the business district by using park space to connect isolated areas of Mt. Adams. Different housing types and artists' gallery spaces attract a variety of people to the gentrified neighborhood.

18 Reconnecting Mount Adams

Visual Connection Paths wander on and off an axis that points to a view of downtown Cincinnati. Different species of trees are placed in specific areas visually linking spaces and only revealing themselves when their color changes with each season. This change in color can be experienced by those on the site and also from the highway below.

Site Plan Process sketch

Process Diagram Commercial

Artist's gallery Community Space

Residential

Reconnecting Mount Adams

Southwest elevation

Single Family Home I believe Mount Adams' Genius Loci derives from the relationship its architecture and community has established with the earth and sky. I designed a single family home that is embedded in the hillside and emphasizes the importance of capturing views. Stairs connect each level of the home and allows residents to directly experience the steep slope as they move to each level of the home.

Process sketch

20 Reconnecting Mount Adams

Southeast elevation

Northeast elevation

Earth The stepping of Mt. Adams' buildings up the hillside create a direct relationship to its slope. I incorporated this same trait and allowed the hillside to intersect the home at its center. This decision created an interesting separation of public and private spaces. C

D B A

Entry

B A

Lower Level 1

A Lower Level 2

Reconnecting Mount Adams

Lower level 1

D B 0

Section A

1.Living room

Sky Mount Adams' views of the city are highly valued by Cincinnatians even today. A skylight in the main living space preserves and celebrates views of the neighboring hillside and sky above.

22 Reconnecting Mount Adams

Brick Screen Detail

Section D

Brick Screen

Light

Mt. Adams' hillsides provide winding paths where sunlight and views are filtered by trees. I explored how to recreate this experience by designing a screen with glass and brick that dissolves the entering light.

16 Section B

Reconnecting Mount Adams

280 Freeway Competition

Sustainable Low Impact design Multipurpose Landscape Independent Project Summer 2013 Design Time: 4 weeks Location: Mission Bay, San Francisco Competition: AIAS Design Competition I participated in a design competition to rethink the space beneath highway 280 in the Mission Bay Area of San Francisco. If Highway 280 came down, I propose a community park that reconnects the Mission Bay Community through sustainable, water efficient and interactive public spaces. The site transforms from a highway that contributes to storm water runoff and pollution to a park that reduces, filters, and slows water runoff by using low impact and multi-purpose design. Constructed wetlands, permeable surfaces, and native vegetation manage runoff and beautify the site.

Process diagrams and Sketches Site relationships

26 280 Freeway Competition

Repetition of Boat Houses

Repetition of Highway footings

Site Plan

Designed site elements contrast and allude to how the site was once overshadowed by the concrete structure of highway 280. The forms and paths of the site derive from existing site lines and views. The landscaping is designed to explore the contrast between light and dark. For example, the entrance to every main path is shaded by trees. But, as one makes their way to the center of the site, the sky is revealed in an open field of grass emphasizing the absence of the highway.

280 Freeway Competition

Rain

28 280 Freeway Competition

Community Farmland and Market Behind the market, land is dedicated to community farming plots. The origamilike structures contrast the memory of the heavy concrete of the highway. The most fleeting allusion is created by the repetition of fiber steel disks that mark where the footings of the highway once penetrated the site. They fade away into the landscape during the day, reflecting the colors of its surroundings and hiding within the foliage; at night they reveal themselves when lit from within.

Sloped Roofs

Rain Barrels

Recycled Pallet Garden

Community Farmland

Illuminating Fiberglass Disks

280 Freeway Competition

Social Stairway A social stairway serves as a transition from the public oriented spaces to a more intimate creek walk. Scents from California fuchsias, lilacs, and peppermint trees surprise the parkgoer around each bend of the waterscape. The wooden path energetically zigzags along the water's edge creating smaller personal spaces to relax.

30 280 Freeway Competition

Basin View

Social Stairs

Permeable Pavement

The Bendâ&#x20AC;&#x2122;s Edge The repetition of concrete blocks at the bend's edge mimics the repetition of the houseboats docked within Mission Creek northeast of the site. Creek Walk Repetitious Waterscape

280 Freeway Competition

The Willow Acacia Walk Park-goers make their way to the water's edge on a permeable path shaded by native willow acacia trees. The white flowers of bear grass entice viewers to wander off the main path and explore the constructed wetlands adjacent to the outdoor theater. The outdoor theater also features a green roof where excess water is collected with rain barrels.

Green Roof

Outdoor Theater

Constructed Wetland Permeable Pavement

32 280 Freeway Competition

280 Freeway Competition

Synthesizing The Edge Condition

Artistsâ&#x20AC;&#x2122; residence Art Gallery Landscape Course: Arc 301 Time: 5 weeks Location: Miami University Campus of Oxford, Ohio Colleagues: Alex Hengstebeck Justin Ping

Miami University consists of two campuses: its main campus and Western Campus. Miami's main campus design is based on its original mile-square grid. In contrast, Western Campus consists of irregularities in organization and is located within a wooded, hilly landscape. The two campuses are also divided by Patterson Avenue, a major road often used by students to enter campus. My colleagues and I developed a design for an arts center that explores the edge conditions of both campuses and 'stitches' the two together through selected views, moments, and experiences.

Library Artist stu d ios

Gallery

Henry Moore sculpture

Sculpture park A

Program The project's programmatic elements included a gallery space, visiting artist-in-residence studios, a sculpture park, and library/research spaces. A required Henry Moore Sculpture, 'Double Ovals' was also incorporated.

A 36 Synthesizing the Edge Condition

Connection 1. A series of slender pedestrian bridges and landscape scars subtly relate to campus views or direct the viewer to elements within the designed site. 2. Trees that bloom and change color by season create a visual connection to different spaces. 3. Located within line of bridges and paths, sculptures are placed as destinations for the viewer.

B Synthesizing the edge Condition

Process vignettes

38 Synthesizing the Edge Condition

Final Site Model

Synthesizing the edge Condition

The Gallery The gallery is located on Patterson Avenue and serves as a transitional point between Miami's main campus and Western Campus. Its design relates to both campuses. First, It features glass skylight crystals whose forms are influenced by lines of site in relation to views of sculptures on western campus. A column grid derives from Miami's original mile square grid organization. This grid also influences trees nearby allowing an interior and exterior relationship.

Ground Level Plan C

Gallery Space Plan

Section A

16ft

Synthesizing the Edge Condition

Gallery C

Section A

16ft

Section B

Synthesizing the edge Condition

Artistsâ&#x20AC;&#x2122; Studios The artists' studios explore the edge condition of a swale and forest. Artists have the flexibility to open their space up to the public just by opening the screen.

Pati o Bed

roo

Livi

ng Kitc

hen

Stu

dio

Process Sketches

Synthesizing the Edge Condition

Plan

16ft

Section Perspective D

Boundary Transition

The wood screen skin allows a seamless transition between the artists' studios and forest's edge. The studios only reveal themselves at night when lit from within.

E Synthesizing the edge Condition

Great Seal Contest Pen and ink in a blink

Contest Winner Published art work Small Business Summer 2013 Colleagues: Madelyn Delgado During my junior year of col lege my twin sister, Madelyn, and I won a drawing contest sponsored by Miami University. The contest awarded a schol arship and the opportunity to create twelve drawings of iconic buildings on Miami Uni versity's main campus to be published in Miami's Great Seal Book. This book is on display in the campus' new Armstrong Student Center. Excited by this opportunity, we are pursuing our ability to transform digital images into personalized and original pen and ink drawings as a small business opportunity. Our busi ness, Pen and Ink in a Blink, has started providing our illustra tions as prints for alumni, fac ulty, and students. Stationary is currently on sale at Miami's bookstore.

Teamwork and passion Madelyn and I were asked to draw twelve scenes of Miami university's main campus. Our love for illustration and ability to work together allowed us to accomplish this task in two weeks. Hall Auditorium

Phi Delt Gates

Kumler Chapel

46 The Great Seal Contest

Peabody Hall

Alumni Hall

Western Bridge to Presser Hall

Stoddard Hall

The Great Seal Contest

Designed Stationary An Illustration with a Story As we created our illustrations, we searched for inspiration within the university's archives. Along the way we learned that each building had a story that was not commonly known by the Miami community. These stories are unveiled on the back of each note card and further strengthens the bond of students, faculty, and alumni back to the history of our campus.

News Article

www.miamioh.edu/news/top-stories/2013/12/delgado-sisters. html Delgado Collection: Prints sold through Replay Photos

www.replayphotos.com/miamiuniversityphotostore

48 The Great Seal Contest

Learning Through Experience Madelyn and I used our design skills to create our products. Invaluable business skills such as networking, establishing relationships with clients, working with vendors, and delivering a shipment on time were acquired with each new experience.

The Great Seal Contest

Sophia A. Delgado

issuu.com/s.delgado/docs/sophia_delgado_portfolio

Work Experience

Small Business

delgado.sophia.a@gmail.com

Full-time intern The Middleton Group (Oct. 2014-present) Hired as the Middleton group's only full-time intern and gained experience with projects of historic preservation, commercial up fit, residential renovation, and new construction. Involved with two projects that will receive an AIASC Award. Responsibilities included code research, program and design development, drafting construction documents, material selection, and construction site visits.

Pen and Ink in a Blink Currently establishing a small business that provides sketches created for the Great Seal Book Contest as stationary and prints for Miami University alumni, students, and faculty.

(765) 969-8403

Objective Develop my skills and experience within the field of architecture in a full-time intern, entry level, or junior designer position.

Education Miami University of Oxford, Ohio Bachelor of Arts in Architecture (May 2014) Cum laude distinction GPA: 3.81/4.0 Dean's List (4 semesters) President's list 4.0 GPA (3 Semesters) Miami University's Honors Program A rigorous educational opportunity that includes challenging classes and graduation requirements.

Scholarships Department of Architecture and Interior Design Scholarships: Fanning/Howey Associates Inc. Scholarship (2011) Herb Hodgman Memorial Scholarship (2013) University Scholarships: Bridges for Program Excellence Scholarship (2011-2014) Martha L. Randazzo and Margaret P. Gwilliams Scholarship (2011-2014)

Miami University Career Services: Mock Interviewer (2013- 2014) Provided criticism and mentored students to help them improve their interviewing skills.

Competitions Great Seal Book Contest Winner (2013) Won contest to draw twelve pen and ink architectural illustrations that are published in Miami University's Great Seal Book and are displayed in the new Armstrong Student Center. 280 Freeway Competition Participated in a design competition to rethink the space beneath highway 280 in San Francisco.

Leadership Undergraduate assistant Assisted a professor with grading and led a group of students in discussions and projects that explored building-site relationships.

Interests biomimicry, sustainability, low impact design, building tectonics, phenomenology, industrial design, digital fabrication, travel, illustration, art, cooking/baking, guitar, ballroom dancing, and graphic design.

50 Resume

Research Perception and Intention in Biomorphic Design (Summer 2012) One of five selected students to pursue a research project and present to the department of Architecture and Interior Design. My research focused on understanding the built environment through the interaction and choreography between the body, memory, and visual perception of spaces.

Skills Revit Pen and Ink illustration Adobe Suite Watercolors AutoCAD 2012 Graphite Rhino Colored pencil Autodesk Maya 2013 Chalk Pastel Bonzai3D Markers FormZ 7.0 Hand Drafting Google SketchUp Model construction WUFI Passive Robot construction and ResCheck Programming ComCheck Laser cutting technology CNC Router 3d printing technology Woodshop Experience and Craft

Idp Credits

Sustainability

References

Arc 402C: Energy and Sustainable Design Studio Currently participating in a studio that involves designing and constructing two NetZero Micro-cabins for the Beaver Pond Environmental Education Center in Fairplay, Colorado. The cabins will be designed for researchers, educators and artists. The studio involves intensive research, site analysis, Energy modeling, and working with a client to create cabins that accomplish Netzero design. http://net0cabinmu.wordpress.com/

Laura & Blake Middleton Design Principals and Owners The Middleton Group 237 King Street Suite 3 Charleston, SC 29403 phone: 843.302.0632 email: Laura@Themiddletongroup.net Email: Blake@themiddletongroup.net

Arc 406D: Passive and Low Energy Design Completed a course that focuses on passive house design as a method for achieving high-performance and net zero design by understanding principles such as air tightness, thermal bridging, super-insulation strategies, and ventilation systems.

Ben Jacks Associate Professor Faculty mentor of my USS research Architecture and Interior Design Alumni Hall, 106D Oxford, OH 45056 Voice: +1 513 529 4916 Email: Jacksbm@miamioh.edu Stanley Overton Associate Professor Voice: 615 838 2574 Email: sdoja@hotmail.com Dr. Sergio Sanabria Associate Professor Architecture and Interior Design Alumni Hall, 203A Oxford, OH 45046 Voice: +1 513 529 6426 Email: sanabrsl@miamioh.edu John Weigand Chair of Miami University's Architecture and Interior Design Department Architecture and Interior Design Alumni Hall, 101C Oxford, Oh 45056 Voice: +1 513 529 4903 Email: weiganjb@miamioh.edu

Thank you 51