The Work | Volume II | 2014-2017 by Andrew Stewart

WORK ARCHITECTURE + DESIGN

ANDREW STEWART | VOLUME II | 2014-2017

ABOUT ME The concept of “Do-It-Yourself” was imprinted into my consciousness long before it became a trendy acronym or the name of cable network. For me, it was a way of life. I come from a family tradi on of makers, doers and xers. Work as a problem-solving exercise is an integral part of my heritage and was a signi cant feature of my forma ve years. Whether it was diagnosing and repairing vehicles, building our family home, or simply laboring from dawn to dusk, work was a common aspect of my family’s life. As a young child, I learned the importance of hard work, the camaraderie of coopera on with my fellow laborers, and the sa sfac on of a job well done. The combina on of crea ve zeal and tenacious work ethic are what de ne me as a professional and as a person. I have discovered my abili es and talents exist at the intersec on of inspira on and focused labor. When faced with obstacles, I focus my energy into overcoming the challenge knowing that with enough crea ve e ort, I will nd a solu on. In the teamwork-driven prac ce of architecture, this can-do a tude enables me to be a strong contributor in a collabora ve studio environment. These ingrained traits have also permeated my view of design and architecture. Just as the word “work” can be de ned as both a process and a product, I believe that architecture can be de ned in the same way. It can be described as crea ve, collabora ve, and hands-on process as well as an end result. Based on this de ni on, “Work” is the word is the most appropriate descrip on for my por olio of projects. I seek to design crea vely and though ully yet with commitment, dedica on, and passion. To me, “work” is synonymous with “cra ”. It is my desire that the e ort I devote to design would be re ected in my cra in a way that creates a meaningful connec on between the maker, the work, and the public.

NORDSTROM

THE DOMAIN, AUSTIN, TEXAS Location Client Project type Cost Stats

The Domain, Aus n, Texas Nordstrom Retail - New Construc on $35M 130,000 SF

Timeline

Design began in the summer of 2014. Permit drawings were be completed in February of 2015. The store opened to the public in the Fall of 2016.

About

Nordstrom recently launched a signi cant refresh of their full-line stores featuring a modern, bou que aesthe c. The design goal of the new Aus n store was to create a building that maintains the sleek, upscale look and feel of the refreshed Nordstrom brand, while ng in with the hip, rus c vibe of The Domain development. The building is clad in high-quality precast concrete with mul ple surface treatments. The facades feature large expanses of ceramic-fri ed glass that are protected by deep overhangs and a shading screen to keep the building cool during the hot Texas summers. A zinc-clad portal encloses the primary entrance and adjacent co ee bar while suppor ng an outdoor dining terrace above.

My Role

During my me in the Nordstrom studio, the studio was segregated into separate teams. Each team was responsible for a discrete part of the store and a por on of the design process. As a member of the exterior design team, I helped cra the overall look and feel of each store. For the Domain store, I was the lead designer from the early conceptual massing studies through the nal design development package that was handed o to the technical team to complete construc on documents. As design lead for a new, stand-alone store, my job was to blend the Nordstrom aesthe c with the design of local context. Most of my work on the project involved massing, facade studies, material research, landscape coordina on, client presenta ons, and coordina ng design details with the technical team. Addi onally, I was tasked with leading the transi on of the Nordstrom design and documenta on work ow from 2D CAD to BIM. This involved building BIM families, templates, and work ows from the ground up. As a result of my e orts, the Domain store was the rst full-line Nordstrom to be designed and documented in Revit and led the way for future Nordstrom BIM projects.

DEVELOPMENT SITE PLAN

RETAIL RESTAURANT HOTEL ANCHOR NORTH

FLOOR PLANS 0.9 1

2.5

36' - 0"

3.3

30' - 0"

60' - 0"

10.1

36' - 0"

0.9A

4/9 4/9

4/9 4/9 4/9 MS 4/9 MS

4/9 MS 4/9 MS 3/9 MS 3/9 MS

4/9 MS 4/9 MS

MS 2/9 MS MS 2/9 MS

4/9 4/9

3/9 MS 3/9 MS

4/9 MS 4/9 MS

MS 2/9 MS MS 2/9 MS

4/9 MS 4/9 MS

3/9 MS 3/9 MS

MS MS

3/9 MS 3/9 MS

4/9 4/9

3/9 MS 3/9 MS

4/9 MS 4/9 MS

MS 2/9 MS MS 2/9 MS

A4/9

4/9 MS 4/9 MS

MS 2/9 MS MS 2/9 MS

A4/9 MS

MS MS

MS 2/9 MS MS 2/9 MS

A4/9 MS

A4/9

4/9 MS 4/9 MS

A4/9 MS

UP MEN'S SPORTSWEAR/ RAIL D R 2S43

6 7 ACC

4/9 MS 4/9 MS

4/9 4/9

4/9 MS 4/9 MS

A4/9

4/9 MS 4/9 MS

4/9 4/9

A4/9 MSA2/7

4/9 MS 4/9 MS

A4/9 MS

4/9 MS 4/9 MS

A4/9 MS

4/9 MS 4/9 MS

STUDIO

8 ACC

150 SF SALES 2S115

1 6 ACC

121' - 0" DOCK PARAPET

STUDIO 150 SF SALES

A4/9 MS

A3/9

MEN'S CLOTHING D R 2S24

A4/9 MS

2S41

LOUNGE 2S25

A3/9

4/9 4/9

A3/9

4/9 MS 4/9 MS

A4/9

4/9 MS 4/9 MS

MS MS

A3/9

CPT

1 OS

WORK BENCH

A4/9 MS

A4/9

LP CAMERA 1S32 R T DS DEPARTMENT MANAGER

SC4

LP INTERNAL 1S46

MEN'S SHOES

MEN'S CLOTHING

1825 SF SALES 1D11

1700 SF SALES 1D12

MEN'S FURNISHINGS

MEN'S SPORTSWEAR

RAIL

COSMETICS

2600 SF SALES 1D13

3725 SF SALES 21

1725 SF SALES 20

6050 SF SALES 1D01

4,200 SF SALES (BOTH PADS AND SUB-AISLES)

6 EQ. SPACES = 30' - 0"

6350 SF SALES (INCLUDING STUDIOS)

LP DETENTION 1S70

MACHINE RM 1S5

4830

E001

enlarged escalator plan & rcp - st floor

MEN'S FURNISHINGS 1600 SF SALES 1D10

JEWELRY

SUNGLASSES

WOMEN'S SHOES

2325 SF SALES 1D02

500 SF SALES 1D03

725 SF SALES 1D04

FLEX PAD 600 SF SALES 1D09

30' - 0"

C.8

10.5 G.4

10.1

148' - 2" TO STUD OF PARAPET

5' - 0"

4' - 8"

C.6

30' - 0"

C.8

enlarged north entry plan & rcp - st floor

C.6

enlarged south entry plan & rcp - st floor

ATM

G.4 10.5

PASSENGER ELEVATOR

E.3

43' - 5"

143' - 6" PARAPET

30' - 0"

E.3

8' - 6"

MEN'S TOILET ROOM 2S72 VESTIBULE 2S23

3775 SF SALES 2S65

1800 SF SALES (INCLUDES SUNGLASSES)

WOMEN'S SHOES

eBar

6100 SF SALES 1D06

975 SF SALES 1D05

130' - 6" B.O. HIGH CANOPY

30' - 0"

6875 SF SALES (BOTH PADS)

G.5

13' - 0"

HANDBAGS

1300 SF SALES 1D08

JANITOR 2S76

A4/10

WOMEN'S TOILET ROOM 2S75

ACCESSORIES

4' - 6"

135' - 0" ROOF F

G.5

F.5

F.5 BLDG MAINT/ HSKP/ LAUNDRY 2S114

UPSTEAM

A4/7 WS

A4/7

A4/7 WS

4/7 4/7

4/7 WS 4/7 WS

WS WS

4/7 WS 4/7 WS 4/7 WS 4/7 WS WS WS

4/7 WS 4/7 WS

13' - 0"

30' - 0"

4/7 4/7

4/7 4/7 4/7 WS 4/7 WS

4/7 WS 4/7 WS

4/7 4/7

113' - 0" B. O. LOW CANOPY

G.4 10.5

A4/7

4/7 WS 4/7 WS

4/7 4/7

eBar Manager T DS

G.3

4/7 WS 4/7 WS

4/7 4/7 4/7 WS 4/7 WS

4/7 WS 4/7 WS

A4/7 WS

4/7 WS 4/7 WS

A4/7 WS

WOMEN'S SHOE STOCK 2S48

4/7 WS 4/7 WS

A4/7 WS

4/7 WS 4/7 WS

A4/7 WS

4/7 4/7

4/7 4/7 4/7 WS 4/7 WS

4/7 WS 4/7 WS

A4/7 WS

eBAR SECURED SHELVING 4/7 4/7

A4/7

4/7 4/7

4/7 4/7 4/7 WS 4/7 WS 4/7 WS 4/7 WS

4/7 WS 4/7 WS WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

3/7 WS 3/7 WS

WS 2/7 WS WS 2/7 WS

4/7 WS 4/7 WS

4/7 WS 4/7 WS WS 2/7 WS WS 2/7 WS

WS 2/7 WS WS 2/7 WS

4/7 WS 4/7 WS WS 2/7 WS WS 2/7 WS

4/7 WS 4/7 WS

4/7 WS 4/7 WS WS 2/7 WS WS 2/7 WS

WS 2/7 WS WS 2/7 WS

4/7 WS 4/7 WS WS 2/7 WS WS 2/7 WS

4/7 WS 4/7 WS

WS 2/7 WS WS 2/7 WS

4/7 WS 4/7 WS

SC4

E002

SPOTTING BOARD

100' - 0" 1ST FLOOR

CHEM SHELF

23'-0"

7NR

SGL B

PUFFER

eBAR FREEZER

FREIGHT ELEV.

8'-0" SGL

LEGGER

TOPPER

WS 2/7 WS WS 2/7 WS

ALTERATIONS

8'-0" DBL E

WS 2/7 WS WS 2/7 WS

TAILOR FS

1NR

4/7 4/7

CHECK-OUT GT

GT GT

MACHINE ROOM 2S49

TA EQUIPMENT 107

GT GT

GT GT GT

1S4

H20

STAIR 4 UP

CUTTING TABLE

4830

CPT

INCOMING

MARKING TABLE

G.3

WORK BENCH

CONVEYOR

TAILOR /ALT 106

STOCK 2S20

V-DIP

RSU1

SGL B DS

GHSU

T/A MANAGER

14'-0"

INCOMING

4/7 WS 4/7 WS

PTR

4' - 6"

117' - 6" 2ND FLOOR

36'-4 5/8 " 79 FRAMES (MODEL 790)

WS B4/10 DS

B4/10 DS

A4/7 WS

A4/7

A4/7 WS

H H.1

A4/7

B4/10 DS

PRECAST CONCRETE COLOR, FINISH, & PATTERNS TBD

0.9 1

2.5

3.3

ALUMINUM STOREFRONT SYSTEM W/ FRITTED GLA

10.1

CK PLAN THE DOMAIN

NORTH 0.9

2.5

3.3

10.16.2014

10.1

0.9A 36' - 0"

30' - 0"

60' - 0"

36' - 0"

148' - 2" TO STUD OF PARAPET 0.9A

7236

8' - 6"

ELECTRICAL PANEL

G G

EMPLOYEE LOUNGE 2S52

DS W4 R

ELECTRICAL PANEL

WOMEN'S TOILET ROOM 2S84

8/11

JANITOR 2S83

WHL CHAIR

COLD BEVERAGE

EMR 2S61

135' - 0" ROOF

BP DRESSING ROOMS 2S112

MOTHER'S ROOM 2S106

VESTIBULE 2S104

VESTIBULE 2S99

VENDED FOOD

130' - 6" B.O. HIGH CANOPY

WHL CHAIR

DRESSES/ TBD/ SAVVY/ TOP SHOP D R 2S7

VENDING 2S60

13' - 0"

17/21

VIA C/ INDIVIDUALIST/ STUDIO D R 2S6

16/17

MEN'S TOILET ROOM 2S107

FAMILY ROOM 2S82

WOMEN'S LOUNGE 2S105

STOCK 2S98

4' - 6"

W4 COAT

LOGISTICS 2S15

3636E

5 T 6030

WS 5

DBL DR REFR

A4/10

CRM

A4/10 BOPUS BOPUS

6' DBL B

SOUND SYSTEM

BOPUS

SERVICE EXPERIENCE 2S13

PRECAST CONC SIMPLE PATTER VERTICAL PANE

143' - 6" PARAPET

7236

S S

7236

S S

7236

4818F T

4818F

STOCK 2S108

4818F 4818F

G 7236

42PL

HR 2S40

PROJ. SCREEN

T 6030

CART

SEM 2S12

MP M1

STORE MANAGER 2S16

2 6' DBL A

42PL

WDT SC4

DS T SERVICE EXPER. MGR

M/S SC4

ESA

MOBILE MOBILE POS POS CART CART

2 CART

A4/10 ESA

6' DBL B

STORE ADMIN. 2S36

CR 2S14

SALES INTEGRATION T

A4/10 ESA

ESA

A4/10 ESA

SALES INTEGRATION T

ESA 2S11

4' - 8"

0.9A

4' - 6"

117' - 6" 2ND FLOOR

INDIVIDUALIST

STUDIO 121

DRESSES

t.b.d.

BP.

12100 SF SALES 48

1075 SF SALES 47

1550 SF SALES 46

1175 SF SALES 59

4100 SF SALES 43

3675 SF SALES 42

113' - 0" B. O. LOW CANOPY

13' - 0"

30' - 0"

VIA C

1' - 6"

7' - 5 5/8"

10' - 0"

10' -

100' - 0" 1ST FLOOR

C.8

30' - 0"

C.6 C.8

enlarged escalator plan & rcp - 2nd floor D

TREND ACCESSORIES

INDIVIDUALIST 1600 SF SALES 37

625 SF SALES 40

TOPSHOP

SAVVY

RESTAURANT

TERRACE

1125 SF SALES 39

1150 SF SALES 44

2925 SF SALES 45

975 SF SALES 49

30' - 0"

C.6

enlarged south entry plan & rcp - 2nd floor

G.4 10.5

3950 SF SALES (INCLUDES DINING TERRACE)

2675 SF SALES (INCLUDES BOTH PADS)

enlarged terrace plan & rcp - 2nd floor

0.9

POINT OF VIEW/ PETITES DRESSING ROOM 2S79

3 ACC

POINT OF VIEW 2900 SF SALES 54

G.5 F.5

PETITES

LINGERIE/ LEGWEAR

ACTIVE AND SWIM

KIDS SHOES

KIDSWEAR

1050 SF SALES 2S28

3400 SF SALES 2S18

2100 SF SALES 51

1250 SF SALES 50

2925 SF SALES 56

LOUNGE 2S78

30' - 0"

6' - 11 3/8"

43' - 5" PRECAST CONCRETE FEATURE PATTERN HORIZONTAL PANELS

5' - 0"

E.3

30' - 0"

E.3

G.5 F.5

GLASS GUARDRAIL G

G 1

G.4 10.5 VESTIBULE 2S110 KS

4/9 KS

4/9

KS KS

4/9 KS 4/9 KS

3/9 KS 2/9 3/9 KS 2/9

KS KS

4/9 KS 4/9 KS

4/9 4/9

KS KS

4/9 KS 4/9 KS

3/9 KS 2/9 3/9 KS 2/9

KS KS

4/9 KS 4/9 KS

4/9 4/9

KS KS

4/9 KS 4/9 KS

3/9 KS 2/9 3/9 KS 2/9

4/9

4/9 KS

30' - 0"

4/9 KS

8' - 0 3/8"

10' - 0

3/9 KS

KS KS

10'-0" ELEVATED VISUAL SHELVING

H H.1

H.1

0.9

2.5

3.3

10.1

OCK PLAN THE DOMAIN

PEDESTRIAN BRIDGE TO PARKING GARAGE

4/9 KS

KIDS SHOE STOCK 2S92

4/9 KS

4/9 4/9 4/9 KS 4/9 KS

CPT

3/9 KS 3/9 KS

4/9 KS 4/9 KS 3/9 KS 3/9 KS KS 2/9 KS KS 2/9 KS

ACTIVE DRESSING ROOM 2S10

4/9 KS

7/7

KS 2/9 KS

ELECTRICAL PANEL

STOCK 2S90

LINGERIE DRESSING ROOM 2S35

11/11

STOCK 2S89

3/9 KS

WORK BENCH

VESTIBULE 2S80

G.3

STOCK 2S109

4/9

4/9 4/9

8/8

2 OS

4/9

G.3

10.16.2014

PRECAST CONCRETE SIMPLE PATTERN HORIZONTAL PANELS

ELEVATIONS CENTER LINE OF DOMAIN DRIVE

F.5

G.5

E.3

D EQ

ALUMINUM STOREFRONT SYSTEM W/ FRITTED GLASS

C.8

C.6

0.9A

METAL PANEL

OPERABLE ALUMINUM WINDOW SYSTEM

LIGHT LINES

148' - 2" TO STUD OF PARAPET

PRECAST CONCRETE FEATURE PATTERN HORIZONTAL PANELS

143' - 6" PARAPET

5' - 0"

PRECAST CONCRETE SIMPLE PATTERN VERTICAL PANELS

4' - 6"

135' - 0" ROOF

13' - 0"

130' - 6" B.O. HIGH CANOPY

4' - 6"

117' - 6" 2ND FLOOR 113' - 0" B. O. LOW CANOPY

10' - 3 1/4"

9' - 2 3/8"

13' - 0"

= 54' - 4 3/8"

100' - 0" 1ST FLOOR

PRECAST CONCRETE COLOR, FINISH, & PATTERNS TBD

ALUMINUM ENTRANCE SYSTEM BASIS OF DESIGN: OLDCASTLE

GUARDRAIL MATERIAL & FINISH TBD

PRECAST CONCRETE FEATURE PATTERN HORIZONTAL PANELS

ALUMINUM STOREFRONT SYSTEM W/ FRITTED GLASS

3.3

METAL PANEL

ALUMINUM SCREEN WOODGRAIN FINISH

2.5

OPERABLE ALUMINUM WINDOW SYSTEM

0.9

PRECAST CONCRETE SIMPLE PATTERN VERTICAL PANELS

6" 5' - 0" 6"

5' - 0"

LIGHT LINES

3' - 6"

GLASS GUARDRAIL

PEDESTRIAN BRIDGE TO PARKING GARAGE

10' - 0"

ALUMINUM SCREEN WOODGRAIN FINISH

PRECAST CONCRETE RAKE PATTERN HORIZONTAL PANELS

CRETE RN ELS

C.6

PRECAST CONCRETE RAKE PATTERN VERTICAL PANELS

C.8

WINDOW SURROUND TO MATCH ALUMINUM STOREFRONT

METAL PANEL

E.3

ALUMINUM STOREFRONT SYSTEM W/ FRITTED GLASS

OPERABLE ALUMINUM WINDOW SYSTEM

10' - 0"

G.5

F.5

G.3

10' - 0"

PRECAST CONCRETE RAKE PATTERN VERTICAL PANELS

10' - 0"

7' - 11 5/8"

GAS METER

H.1

LIGHT LINES

PRECAST CONCRETE FEATURE PATTERN HORIZONTAL PANELS

PRECAST CONCRETE SIMPLE PATTERN VERTICAL PANELS 121' - 0" DOCK PARAPET

3.3

METAL PANEL

PEDESTRIAN BRIDGE TO PARKING GARAGE

GLASS GUARDRAIL

PRECAST CONCRETE RAKE PATTERN HORIZONTAL PANELS

PRECAST CONCRETE SIMPLE PATTERN HORIZONTAL PANEL

10.1

G.4 10.5 148' - 2" TO STUD OF PARAPET

PRECAST CONCRETE SIMPLE PATTERN VERTICAL PANELS

OPERABLE ALUMINUM WINDOW SYSTEM

4' - 8"

ALUMINUM ENTRANCE SYSTEM BASIS OF DESIGN: OLDCASTLE

1' - 5 5/8"

143' - 6" PARAPET 8' - 6"

2.5

PRECAST CONCRETE RAKE PATTERN HORIZONTAL PANEL

10' - 0"

135' - 0" ROOF 4' - 6"

EMPLOYEE ENTRANCE CANOPY

10' - 0"

9' - 3 3/8"

10' - 0" TYP.

130' - 6" B.O. HIGH CANOPY

6' - 0" 1' - 5 5/8" 9' - 6"

10' - 0"

3' - 6"

10' - 0"

121' - 0" DOCK PARAPET 117' - 6" 2ND FLOOR

4' - 6"

T ASS

- 0"

G.3

4' - 8"

8' - 6"

H.1

113' - 0" B. O. LOW CANOPY

13' - 0"

0" TYP.

100' - 0" 1ST FLOOR

PRECAST CONCRETE SIMPLE PATTERN VERTICAL PANELS

PRECAST CONCRETE COLOR, FINISH, & PATTERNS TBD

PARTIAL SECTIONS

10.5

G.4

10.1

METAL PARAPET CAP

143' - 6" PARAPET

143' - 6" PARAPET 9"

3' - 0"

1' - 0" ROOFING

PRECAST CONCRETE FEATURE PATTERN

11' - 6"

ROOFING

8' - 6"

PRECAST CONCRETE FEATURE PATTERN

ALUMINUM OUTRIGGER

135' - 0" ROOF

135' - 0" ROOF 2" X 10" ALUMINUM TUBES WOODGRAIN FINISH

3' - 4"

2" X 10" ALUMINUM TUBES WOODGRAIN FINISH ALUMINUM TUBE

ALUMINUM TUBE

SHADE POCKET

1' - 0" TYP.

10"

13' - 6"

9' - 6"

11' - 0"

WOOD SOFFIT

13' - 0" GUARDRAIL MATERIAL & FINISH T.B.D.

ALUMINUM STOREFRONT SYSTEM 2" x 8" ALUMINUM TUBE REFER TO SCREEN ELEVATIONS FOR LOCATIONS

PANEL JOINT 3' - 6"

6" 6" 6"

3' - 6"

9" 2' - 3"

2" x 6" ALUMINUM TUBES @ 6" O.C. TYP.

PRECAST CONCRETE COLOR & PATTERN T.B.D.

11"

130' - 6" B.O. HIGH CANOPY

1' - 0" TYP.

1' - 0"

8' - 9"

1' - 0"

4' - 0"

130' - 6" B.O. HIGH CANOPY

1' - 2"

10"

1' - 2"

PANEL JOINT

2" x 4" ALUMINUM TUBES ALIGNED WITH STOREFRONT MULLIONS 117' - 6" 2ND FLOOR 4' - 6"

3' - 4"

117' - 6" 2ND FLOOR COMPOSITE METAL PANEL FASCIA

1' - 2"

SHADE POCKET

WOOD SOFFIT 1' - 2"

1' - 8"

WOOD SOFFIT ALUMINUM-CLAD TRANSOM

13' - 0"

ALUMINUM ENTRANCE SYSTEM

8' - 9"

PRECAST CONCRETE COLOR & PATTERN T.B.D.

2' - 7"

1' - 0"

9' - 0"

COMPOSITE METAL PANEL FASCIA

13' - 0"

113' - 0" B. O. LOW CANOPY

ALUMINUM STOREFRONT SYSTEM

100' - 0" 1ST FLOOR

EXTERIOR MATERIALS POLISHED PRECAST Feature Wall and Rake

FEATURE WALL Feature Wall POLISHED Polished

Canopy So

Burnished BURNISHED SANDBLASTED Sandblast

RAKE RakeWALL

POLISHED Polished

Acid Wash ACID WASH

POLISHED PRECAST

BURNISHED PRECAST

ACID WASHED PRECAST

EXTERIOR FINISHES- ALTERNATE PRECAST OPTION

SANDBLASTED PRECAST

PEWTER ALUMINUM STOREFRONT

TINTED ZINC PORTAL CLADDING

CORTEN STEEL LANDSCAPE FEATURES

FRITTED GLASS

WOOD SOFFIT

OUTDOOR AREAS

One of the unique features of The Domain development, and Austin in general, is outdoor-oriented, music-focused, public spaces. Since the Nordstrom store would occupy a key site within the development, one of the goals of the design e ort was to create att acti e outdoor areas that would fit within the overall look and feel of the development. This was accomplished by providing extensive seating as well as a performance area just outside of the storeâ&#x20AC;&#x2122;s co ee shop. A second-floor restaurant dining terrace overlooks the activity below and provides a second, more private outdoor space. The centerpiece of the groundlevel outdoor space is an internallyilluminated community table cra ed from perforated zinc panels and charred wood and integrated into the architecture of the building.

10.5

G.4

113' - 0" B. O. LOW CANOPY

5' - 0"

SUSPENSION RODS

2" X 6" ALUMINUM TUBE WOODGRAIN

6" TYP.

LIGHT FIXTURE

2" X 6" ALUMINUM TUBE WOODGRAIN FINISH

SUSPENSION ROD

LIGHT FIXTURE

5' - 0" 4"

1' - 6"

4' - 2"

1/2" THICK PERFORATED METAL PANEL

4' - 6 1/2" 18' - 6 3/4"

4 "THICK CHARRED WOOD TABLE TOP

3' - 10"

4" THICK CHARRED WOOD TABLE TOP WITH WATERFALL EDGE

LIGHTING 2' - 0"

1' - 6"

100' - 0" 1ST FLOOR

CVS PHARMACY WEST SEATTLE Location Client Project type Cost

West Sea le, Sea le, Washington Velmeir Companies Retail Unknown

About

As part of their entry into the Sea le market, CVS Pharmacy and their developer, Velmeir, engaged my rm to perform the ini al design of retail pharmacy buildings on three di erent sites around Sea le and to assist with naviga ng the land use en tlement process. Once this process was complete, the designs were to be handed o to the CVS corporate architect for comple on. Of the three sites, the West Sea le site was the most diďŹ&#x192;cult to develop due to the diďŹ&#x192;cultly of complying with zoning and design review requirements while sa sfying the corporate requirements of CVS. Ul mately, the project was deemed infeasible by the client and was cancelled prior to the nal design review mee ng.

Challenges

CVS pharmacies are typically single-story, stand-alone retail boxes with on-site surface parking and a drive-through. This building type is compa ble with the low-density suburban zoning of their usual markets. However, this par cular store was proposed on a site zoned for mul story, mixed use construc on. In spite the zoning, the proposed site plan would be similar to a typical CVS, because neither the developer nor CVS wished to propose a mixed-use building. Our challenge was to develop the site to achieve the programma c goals of CVS while mee ng the urban design requirements of the underlying zoning. In short, we were tasked with urbanizing a suburban site plan.

My Role

This my was rst introduc on to the Sea le land use en tlement process and design review. I joined the project prior to the rst Early Design Guidance mee ng and assisted in preparing the packet and presenta ons. Unfortunately we were required to revise the design and return for a second mee ng. For the revised design, I was responsible for site planning and oversaw the work of another sta member who was developing the building facades. During prepara on for the Master Use Permit, the other two members of my team le and I completed the permit applica on myself. A er the Master Use Permit package was submi ed, I worked closely with my assigned planner at the City of Sea le to develop the rst dra of the Design Review package. It was at this stage that the project was canceled.

AXONOMETRIC CONTEXT MODEL MIXED USE COMMERCIAL OFFICE/INDUSTRIAL CULTURAL, COMMUNITY MULTI-FAMILY SINGLE FAMILY ROADS AND SURFACE PARKING

T 40

V HA

N AU

W OY

SW TH 38

T 37

W ES

ET N

VICINITY PLAN

SW OREGON STREET

35TH AVE SW

37TH AVE SW

38TH AVE SW

40TH AVE SW

41ST AVE SW

42ND AVE SW

SW EDMONDS STREET

FAUNTLEROY WAY SW

SITE

SW ALASKA STREET

SITE DIAGRAMS BUILDING DRIVE-THRU-LOADING PARKING PLAZA CONTEXT SITE ORIENTATION PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION NORTH ALLEY LOADING

Early Design Guidance #1 “Corner Orienta on”

DRIVE-THRU

MEZZANINE

ALLEY

PARKING

DRIVE

BUILDING

PLAZA

FAUNTLEROY WAY SW ALLEY 38th ave sw

Early Design Guidance #2 “Enhanced Streetscape”

alley

parking

bridge w/ drive-thru below

38th ave sw

DRIVE

DRIVE-THRU

ALLEY

fauntleroy way sw retail

mid-block crossing

BUILDING

MEZZANINE

drive-thru

pharmacy

retail

check-out

mid-block crossing

parking

alley

PARKING

whole foods

PLAZA

FAUNTLEROY WAY SW ALLEY

Early Design Guidance #2 “Pocket Park” (Preferred Op on)

DRIVE-THRU

BUILDING

MEZZANINE

ALLEY

PARKING

DRIVE

PLAZA

FAUNTLEROY WAY SW

CONCEPT DEVELOPMENT DIAGRAMS

SKETCHES

DESIGN REVIEW DRAWINGS & IMAGES

T AERIAL VIEW

developer

Velmeir Compan

5757 W. Maple Road S West Bloomfield, MI 48

CONTACT: Martin Jone (248) 539. 7997 mjones@velmeir.com

LOUVERED MECHANICAL SCREEN

7 NORMAN BRICK VENEER - COAL CREEK BY MUTUAL MATERIALS

METAL PANEL SYSTEM METAL FASCIA

architect

Schemata Work 1720 12th Avenue Seattle, WA 98122

ASCIA C

CONTACT: Grace Kim, (206) 285.1589 grace@schemataworks

CVS

PLANTER

CONCRETE STEPS

CONCRETE BENCH

SLIDING ENTRANCE - CVS STANDARD

CONCRETE PLANTER

METAL PANEL SYSTEM

ALUMINUM STOREFRONT SYSTEM - CVS STANDARD

4722 FAUNTLER SEATTLE, WA 9 12/2/2015 9:16:17 AM

LOUVERED 3 MECHANICAL SCREEN

LEASE HEIGHT RESTRICTION 35' - 0"

METAL PANEL SYSTEM NORMAN BRICK VENEER - COAL CREEK BY MUTUAL MATERIALS

T.O. PARAPET 27' - 0" T.O. ROOF 24' - 0"

LEASE HEIGHT RESTRICTION 35' - 0"

PROJECT ISSUE DATES T.O. PARAPET AUGUST 7, 2015 27' - 0" T.O. ROOF 24' - 0" METAL

METAL FASCIA MEZZANINE 11' - 9"

MEZZANINE 11' - 9"

1422 Author: BD, JF, AS Checker: PH

FLOOR 1 0' - 0"

2 1

SLIDING ENTRANCE - CVS STANDARD

ALUMINUM STOREFRONT SYSTEM - CVS STANDARD

NORTH ELEVATION - SITE 1/8" = 1'-0"

WEST & NO CONCRET ELEVATIONS

A20

26 2

DESIGN REVIEW DRAWINGS & IMAGES

developer

Velmeir Co

5757 W. Maple West Bloomfiel

CONTACT: Mart (248) 539. 7997 mjones@velmei developer

Velmeir Co

5757 W. Maple West Bloomfiel

CONTACT: Mart (248) 539. 7997 mjones@velmei

architect

Schemata

1720 12th Aven Seattle, WA 981 C

CONTACT: Grac (206) 285.1589 grace@schemat architect

Schemata

1720 12th Aven Seattle, WA 981

CVS C

CONTACT: Grac (206) 285.1589 grace@schemat

CVS 4722 FAUN SEATTLE,

NORTHEAST PERSPECTIVE

12/2/2015 9:17

B 2

NORTHEAST PERSPECTIVE

4722 FAUN SEATTLE,

12/2/2015 9:17

PROJECT ISSUE

AUGUST 7, 201

PROJECT ISSUE

AUGUST 7, 201 1422 Author: BD, JF, Checker: PH 1

STREET1422 Author: BD, JF, PERSPEC Checker: PH

SOUTHEAST PERSPECTIVE

METAL LOUVERS TO MATCH MECHANICAL SCREEN

GROUND FACE CMU SOLID WASTE ENCLOSURE

1 SOUTHEAST PERSPECTIVE

STEEL GUARDRAIL 5

A9 A9

STREETPERSPEC developer

5757 W. Maple West Bloomfiel

STEEL GUARDRAIL

CONTACT: Mart (248) 539. 7997 mjones@velmei

architect

Schemata

1720 12th Aven Seattle, WA 981 C

LOUVERED MECHANICAL SCREEN

NORTHEAST ALLEY PERSPECTIVE NOT TO SCALE

CONTACT: Grac (206) 285.1589 grace@schemat

CVS

7 NORMAN BRICK VENEER - COAL CREEK BY MUTUAL MATERIALS

METAL PANEL SYSTEM

4722 FAUN SEATTLE,

METAL FASCIA

12/2/2015 9:19

L FASCIA

TE PLANTER

PROJECT ISSUE

AUGUST 7, 201

CONCRETE STEPS

CONCRETE BENCH

SLIDING ENTRANCE - CVS STANDARD

CONCRETE PLANTER

METAL PANEL SYSTEM

ALUMINUM STOREFRONT SYSTEM - CVS STANDARD

1422 Author: BD, JF,

Checker: PH

ALLEY P

NORTHWEST ROOMS BREEZEWAY SEATTLE CENTER Location Client Project type Cost

Sea le Center, Sea le, Washington Sea le Center Civic $500,000

About

The Sea le Center is an arts, educa onal, tourism and entertainment center and the home of the iconic Space Needle. As the site of the 1962 Century 21 exposi on, the Sea le Center saw the construc on of several new buildings, many of which were designed by Paul Thiry, the supervising architect of the exposi on. One such building, originally known as the Commerce and Industry building, was conceived as a openair pavilion to house a variety of exhibits from countries around the globe. A er the fair, the pavilion was enclosed and converted to mee ng rooms. The building remained largely intact un l a renova on in the early 1990s removed a por on of the mee ng rooms and created a large breezeway. Over the last several years, por ons of the building have been renovated culmina ng in the arrival of the KEXP studios in 2016. Throughout this period, the breezeway had remained untouched. in 2013, due to it’s age and signi cance as related to the Exposi on, the building gained as landmark status, which included a number of protec ons.

Project Goal

The primary intent of the renova on was to de-clu er the space by removing nonlandmarked features and enhancing the original structure with new ligh ng and nishes. The goal was to revitalize the breezeway as a welcoming entrance to the Sea le Center campus with the introduc on of light, air and landscaping.

Challenges

Due to the building’s landmark status, the breezeway renova on required the approval of Sea le’s Landmarks Preserva on Board. This involved an applica on, drawings, and a series of public hearings to gain approval. Another challenge was to create a space that was a rac ve yet durable enough to withstand public use, weather, and birds while requiring minimal maintenance. In addi on to challenges related the new renova on work, there were many issues caused by previous renova ons that needed correc on, such as water leakage into occupied spaces below the breezeway. Budget constraints were also challenging, with most of the funding for the project coming from a small projects capital budget.

My Role

Due to the small scope of the project, I performed all roles on the project, with occasional assistance from the project principal and other design sta . I conducted a design charre e with key client stakeholders and developed the outcome into a schema c design. I shepherded the design through the Landmarks process from applica on through public board presenta ons. I coordinated with a small consultant team and developed all of the details for the project. I completed the permi ng process and prepared bidding drawings and speci ca ons.

SITE PLAN

KEXP

STORAGE

NISQUALLY ROOM (DEMOLISHED, 1992)

STORAGE

VERA PROJECT

SIFF

DUPEN FOUNTAIN

ROY STREET

TAYLOR AVE N

5TH AVE N

4TH AVE N

NOB HILL AVE N

3RD AVE N

2ND AVE N

WARREN AVE N

1ST AVE N

QUEEN ANNE AVE N

1ST AVE W

KEY ARENA

LOWER QUEEN ANNE MERCER STREET

REPUBLICAN STREET

BR OA D

ST RE E

SEATTLE CENTER

HARRISON STREET

THOMAS STREET W

ES TE

AV E

1962 CENTURY 21 EXPOSITION

1992 RENOVATION

2016

CONCEPTUAL SKETCH

One of the key features of the 1990s breezeway renovation was a series of translucent skylights. Over the years, these skylights had deteriorated to the point at which they no longer provided much daylight. To achieve the goal of brightening the space, these skylights were reconfigu ed and reimagined as portals to the sky. While some skylights were intended to be replaced with clear glass, when possible, the skylights were removed completely to allow for the installation of planters and the introduction of lands aping within the breezeway.

FLOOR PLAN

A1 A301

2 10'-0"

10'-0"

A1 A302

4 10'-0"

A201

10'-0"

2 A303

10'-0"

10'-0" GENERAL NOTES +127.00 (E)

EDGE OF ROOF (ABOVE)

THESE 2 BOLLARD TO BE REMOVABLE. PROVIDE IMBEDED SLEEVES LOCKING MECHANISM

+127.52 (E)

EXISTING IRRIGATION CONTROLER

ELECTRICAL VAULT (E)

STAIR HANDRAIL, TYP. 1 OF 7

CONNECT DRAINAGE LINES TO EXISTING ROOF DRAIN IN MECHANICAL ROOM BELOW

+127.00 (E)

PROVIDE CONDUIT FOR INSTALLATION OF IRRIGATION CONTROL WIRE BY OWNER FROM EXISTING CONTROLLER TO PLANTER

VAULT (E)

1" WATER LINE FROM MECHANICAL ROOM BELOW

5'-0" MIN

ALIGN HANDRAILS WITH PAVEMENT JOINTS, TYP. 60" MAX SPACING +127.00 (E)

+127.00 (E)

10'-0"

5 A501 1 A315

5 A501

SAW CUT JOINTS, WHERE EXISTING CONSTRUCTION JOINTS ARE NOT CONTINUOUS

BOLLARD, TYP 1 OF 8

PLAN LEGEND PROPERTY LINE G

ELEMENT

+125.39 (E)

10'-0"

2'-6"

7 A501

+125.39

2'-6"

3'-9"

+125.39 (E)

MECHANICAL UNIT (ABOVE) (E)

1 A503

2 A503

1 A503

3 A503

5'-0" MIN

+125.39

103(E)

IRRIGATION LINES

3'-9"

1 A314

FLAT TOP DRAIN

FOR LANDSCAPE SEE SHEETS L100 & L200

CONCRETE PAVING TO GROUND TO EXPOSED AGGREGATE. SEALANT CONSTRUCTION JOINTS F CONCRETE RAMP

RAMP HANDRAIL TYP 1 OF 4

ADA-COMPLIANT LAND MAX SLOPE IN ALL DIRE

+125.39 (E) ALIGN HANDRAILS WITH PAVEMENT JOINTS, TYP

104(E)

MECHANICAL DUCTWORK (E)

ROOF ACCESS STAIR

29'-0"

MECHANICAL ROOM (UNCONDITIONED) 101 159 SF

10'-0"

SAW CUT JOINTS, WHERE EXISTING CONSTRUCTION JOINTS ARE NOT CONTINUOUS

ELECTRICAL PANELS

5 A501

101 C

10'-0"

OPEN TO BELOW 3 A315

6'-7"

7 A501

DOWN 10'-0"

5 A501

102(E)

PATCH CONCRETE TO MATCH ADJACENT

+125.25 (E)

2 DCI STAMP

A202 1

FLOOR PLAN 1/4" = 1'-0"

(E) CONCRETE PAVING T GROUND TO EXPOSED AGGREGATE. REPLACE SEALANT IN ALL CONSTRUCTION JOINTS

TRENCH DRAIN. MATCH EXISTING COVER STYLE

UNDERSLAB DRAIN. CONNECT TO TRENCH DRAIN LINE E

CONNECT NEW TRENCH DRAIN TO EXISTING DRAIN LINE FROM DEMO'D TRENCH DRAIN

2 A315

(E) ELEMENT TO REMAI

10'-0"

CAST STONE WALL (BELOW)

3'-9"

CAST STONE TOP

CONCRETE PAVING

6 A501

IRRIGATION CONTROL VALVE (BY OWNER)

CONNECT NEW TRENCH DRAIN TO EXISTING DRAIN LINE FROM DEMO'D TRENCH DRAIN

UNDERSLAB DRAIN. CONNECT TO TRENCH DRAIN LINE

10'-0"

+125.39

RAMP 8% SLOPE 2% MAX CROSS SLOPE (TYP)

+125.39

WALL (E) WALL TO REMAIN

STUB WATER LINE INTO PLANTER

CONCRETE STAIRS

1. ALL DIMENSIONS ARE TO FACE OF 2. ALL NEW PAVING TO HAVE NO GR 2% CROSS SLOPE 3. EXISTING SPOT ELEVATIONS ARE CONTRACTOR TO VERIFY ACTUAL ELEVATIONS AND NOTIFY ARCHIT DISCREPANCIES

16'

305 HARRISO SEATTLE, WA TEL. (206) FAX. (206) WWW.SEATTLE

SECTIONS

APPROVED BY S Director of Redevelopment Date

APPROVED FO

Nancy

Contracting and P

SEATTLE, WASHINGTON BY:

PURCHASING & CONTRAC

PROJECT

1 A315

ALUMINUM FRAMED SKYLIGHT CONCRETE ON METAL DECK

LED DOWNLIGHT

CONCRETE ON METAL DECK (E)

SEATTLE CENTER WO# 2016-052

10 A502

PROPERTY LINE

2 A315

METAL FASCIA (E) PT1

PT1

T.O. TRUSS @ COLUMN LINE 142'-5" METAL DECK (E) PT1

CONSULTANT

LED UPLIGHT 3'-6"

STEEL TRUSSES (E) PT1 LOUVER (E) PT2

Schemata W

WINDOW HEAD @ ADJACENT BLDG 135'-3" METAL PANEL CLADDING

METAL LOUVERS PT2

112 5th Ave N Floor 2 South Seattle, WA 98109

CONTACT: Andrew Stew (206) 285.1589 andrew@schemataworksh

CONCRETE COLUMNS (E) PT1

5 A503 4" DIA. ROUND STAINLESS STEEL BOLLARD

CONCRETE CURB (E) PT3 EXISTING DOOR & FRAME - PT2

PRINT DATE: 10/20/20

. REVISIONS NO.:

CONCRETE PAVING (E)

DATE:

CONCRETE SIDEWALK (E)

CONCRETE CURB PT3

UPPER PLAZA 127'-0"

CONCRETE PAVING (E)

CONCRETE PAVING

STRUCTURAL CONCRETE FLOOR (E)

LOWER PLAZA 125'-3"

REPLACE THIS PORTION OF EXISTING WATERPROOFING

APPROVALS

FOAM FILL (E)

DESIGNED: GHK, AS

DRAWN: AS, WC CHECKED: GHK

N-S SECTION LOOKING WEST - ENLARGED 1/2" = 1'-0"

APPROVED: GHK

305 HARRISO SCALE: SEE DRAWIN SEATTLE, WA TEL. (206) FAX. (206) SHEET TITLE WWW.SEATTLE

ENLA SEC

APPROVED BY S

Director of Redevelopment

Date

APPROVED FO

Nancy

Contracting and P

SEATTLE, WASHINGTON BY:

DCI STAMP

CONCRETE ON METAL DECK (E)

SIM ALL SIDES 7 A502

SHEET NUMBER PROJECT

4 A502

METAL FASCIA PT1

SEATTLE CENTER WO# 2016-052

PROPERTY LINE

PURCHASING & CONTRAC

CONCRETE ON METAL DECK

METAL FASCIA (E) PT1 T.O. TRUSS @ COLUMN LINE 142'-5"

LED DOWNLIGHT

LED UPLIGHT

CONSULTANT

3 A502

LED SPOTLIGHT

METAL DECK (E) PT1 PAINT ROOF DRAINS (E)PT1

LED UPLIGHT

LED SPOTLIGHT

STEEL TRUSSES (E) PT1

Schemata W 112 5th Ave N Floor 2 South Seattle, WA 98109

CONTACT: Andrew Stew (206) 285.1589 andrew@schemataworksh

PAINT CONCRETE COLUMNS (E) PT1

STAINLESS STEEL HANDRAIL 9 A503

4" DIA. ROUND STAINLESS STEEL BOLLARD

PRINT DATE: 10/20/20

8 A503

. REVISIONS NO.:

CONCRETE SIDEWALK (E)

CONCRETE PAVING (E)

DATE:

UPPER PLAZA 127'-0" CONCRETE PAVING (E)

LOWER PLAZA 125'-3"

CONCRETE BASE APPROVALS

FOAM FILL (E)

DRAIN PIPING

IRRIGATION PIPING

STRUCTURAL CONCRETE FLOOR (E)

DESIGNED: GHK, AS

DRAWN: AS, WC CHECKED: GHK

N-S SECTION LOOKING EAST THRU PLANTER 1/2" = 1'-0"

APPROVED: GHK

SCALE: SEE DRAWIN

SHEET TITLE

ENLA SEC DCI STAMP

SHEET NUMBER

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED

CONCRETE SLAB (E)

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED

Schemata Workshop, Inc. 112 5th Ave N Floor 2 South Seattle, WA 98109

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

DETAILS

PRINT DATE: 10/20/2016 2:02:53 PM

(4) #4 LONGITUDINAL BARS

CONC. SLAB W/ #4 BARS 9" O.C. EACH WAY EPOXY EACH END IN SLAB, 4" EMBED

#4 X 12" (A706) @ EA. EMBED

EMBED PLATE 1/2" X 3" X 3" @ 3'-0" O.C. MAX.

1'-0"

REBAR EMBED

#4 TRANSVERSE BARS @ 18" O.C.

UPPER PLAZA 127'-0"

1" THICK DRAINAGE MAT

UPPER PLAZA 127'-0" 2'-3" MAX DO NOT EXCEED 27"

EMBED PLATE 1/2" X 3" X 3" @ 3'-0" O.C. W/ 1/2" DIA. X 4" HS GEOFOAM (E)

CONCRETE WALL (E)

GEOFOAM #4 BARS @ 12" O.C. EA. WAY

CONCRETE SLAB (E)

3/16"

GEOFOAM (E)

L3" X 3" X 1/4" x 6" LONG W/ (2) 3/4" DIA. EXPANSION ANCHORS. 4 3/4" EMBED. ALIGN ANGLES W/ EMBED PLATE

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

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

SHEET TITLE

PAVING DETAILS

GEOFOAM

3'-0"

1'-0"

1'-0" MIN

UPPER PLAZA 127'-0" 1'-0" MIN

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED CHIP BACK TO NEAREST (E) WALL

CHIP BACK TO NEAREST (E) WALL

3'-0"

1'-1 47/64"

3 EQUAL RISERS = 1'-9"

CONCRET (BEYOND

CONCRETE SLAB (E)

TRENCH D

CONCRETE CURB (BEYOND)

TRENCH DRAIN

1'-0"

CONCRETE WALL (E)

LOWER PLAZA 125'-3" GEOFOAM (E)

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED 6"

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

STAIR & HANDRAIL DETAIL 1 1/2" = 1'-0"

CONCRETE SLAB (E)

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

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

0' SEALANT JOINT CAST STONE GRID

3/4" H

1/2"

1/4" PLAN

1'-0" MIN

CONCRETE CURB (BEYOND)

4" DIA. X 1/2" A316 BOLLARD

CAST STONE

3/4" DIA. X 6" AUTOMATIC END WELDED STUD 3 SIDES OF BOLLARD

SEALANT & BACKER ROD

2'-9"

CONC. SLAB W/ #4 BARS 9" O.C. EACH WAY EPOXY EACH END IN SLAB, 4" EMBED

2" DIA. X 3/16" A316 STAINLESS STEEL PIPE, TYP. 4" 4"

CONCRETE CURB (BEYOND) CONCRETE WALL (E)

GEOFOAM

LOWER PLAZA 125'-3" GEOFOAM (E)

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

GEOFOAM CONCRETE SLAB (E) BOLLARD DETAIL 1 1/2" = 1'-0"

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

CONCRETE SLAB (E) REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE 0'

3/4"

APPROVED FOR ADVERTISING

Nancy Locke

9" PROJECT

REBAR EMBED

RE: PAVING SECTION.

CONCRETE CURB (BEYOND) 3/16"

CAST STONE 3/4" PLAN

CAST STONE 1" THICK DRAINAGE MAT

SECTION

1'-0" MIN

GEOFOAM

PLANTER - TYPICAL NOTCH 3" = 1'-0"

EMBED PLATE 4" X 8" W/ (2) 3/4" DIA. x 6" HS @ GA. PROVIDE EMBED 1'-0"@ 4'-0" O.C. MAX.

SLOPE TO DRAIN TRENCH DRAIN

2016

1'-0"

GRID

PROTECTION BOARD

EMBED PLATE 1/2" X 3" X 3" @ 3'-0" O.C. W/ 1/2" DIA. X 4" HS

3 SIDES

SEATTLE, WASHINGTON HIGH-DENSITY PRECAST BY: CONCRETE WHITESERVICES DIRECTOR PURCHASING &-CONTRACTING

SLOPE TO DRAIN DRAIN GRID

LIQUID-APPLIED WATERPROOFING UPPER PLAZA 127'-0"

3/4"

L3" X 3" X 1/4" x 6" LONG W/ (2) 3/4" DIA. EXPANSION ANCHORS. 4 3/4" EMBED. ALIGN ANGLES W/ EMBED PLATE #4 EPOXY DOWEL @ 18: O.C., 4" EMBED PLANTER 8 1 1/2" = 1'-0" 6"

GEOFOA GRID

CONSULTANT

CONCRETE SLAB (E) REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

PLANTER - TYPICAL CORNER 3" = 1'-0"

112 5th Ave N Floor 2 South Seattle, WA 98109

CONTACT: Andrew Stewart, AIA (206) 285.1589 andrew@schemataworkshop.com

48" O.C. MAX

3/16"

#4 X 24" EPOXY DOW @ 18" O.C. 4" EMB

RE: PAVING SECTION. LOWER PLAZA 125'-3"

Schemata Workshop, Inc.

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

SOIL 18" MAX. DEPTH

CAST STONE

PLAN 3

6 1/4" BENTONITE MAT

GEOFOAM

CONCRETE SLAB (E) 3/16"

3/4"

2'-3"

BASE PLATE 1/2" X 4" X 10" W/ (2) 3/4" EXPANSION ANCHORS AT 7" GAGE. 4 3/4" EMBED MIN.

CONCRETE WALL (E)

1'-0"

#4 TRANSVERSE BARS @ 18" O.C.

#4 BARS @ 12" O.C. EA. WAY

3/16"

CHIP BACK TO NEAREST (E) WALL

GEOFOAM

Jill Crary

Date

Contracting and Purchasing Services

PLANTER - FTYPICAL JOINT EMBED PLATE 1/2" 1 X 3" X 3" @ 3'-0" O.C. MAX.3" = 1'-0"

#4 X 12" (A706) @ EA. EMBED

GEOFOAM (E) CONCRETE WALL (E)

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED

Director of Redevelopment

3/4"

UPPER PLAZA 127'-0"

CONCRETE SLAB (E)

UPPER PLAZA 127'-0"

CONCRETE SLAB (E)

CHIP BACK TO NEAREST (E) WALL

(4) #4 LONGITUDINAL BARS

#4 EPOXY DOWEL @ 9" O.C., 4" EMBED

305 HARRISON STREET SEATTLE, WA 98109-4695 TEL. (206) 684-7117 FAX. (206) 386-9091 WWW.SEATTLECENTER.COM

SECTION

CONCRETE PAVING (E)

4" THICK CONC. RAMP W/ #4 BARS 18" O.C. EACH WAY

48" O.C. MAX

APPROVED BY SEATTLE CENTER

3/4"

6 A503

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED 6"

4 0'

CONCRET

GEOFOAM

GEOFOAM CONC. SLAB & STAIR W/ # 4 BARS 18"O.C. EACH WAY

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED

4" THICK CONC. RAMP W/ #4 BARS 18" O.C. EACH WAY

(1) #4 BAR @ NOSE OF EACH RISER

#4 EPOXY DOWEL @ 18: O.C., 4" EMBED

UPPER PLAZA 127'-0"

SHEET NUMBER

2" DIA. X 3/16" A316 STAINLESS STEEL PIPE, TYP.

UPPER PLAZA 127'-0"

CONCRETE SLAB (E)

6 A503

STAINLESS STEEL NOSING

7" MAX

1'-0" MIN

(1) #4 BAR @ NOSE OF EACH RISER

2" DIA. X 3/16" A316 STAINLESS STEEL PIPE, TYP.

STAINLESS STEEL NOSING

A503

CONCRETE CURB (BEYOND)

6 A503

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

DCI STAMP

SCALE: SEE DRAWING TITLES

CONCRETE SLAB (E)

2" DIA. X 3/16" A316 STAINLESS STEEL PIPE, TYP.

CONC. SLAB W/ #4 @ 18" O.C. EA. WAY

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

3 SIDES

CHECKED: GHK

APPROVED: GHK

#4 X 24" EPOXY DOWEL @ 18" O.C. 4" EMBED

RE: PAVING SECTION. LOWER PLAZA 125'-3"

SLOPE TO DRAIN DRAIN

2'-3" MAX DO NOT EXCEED 27"

GEOFOAM

SLOPE TO DRAIN

SOIL 18" MAX. DEPTH GEOFOAM

EMBED PLATE 4" X 8" W/ (2) 3/4" DIA. x 6" HS @ GA. PROVIDE EMBED @ 4'-0" O.C. MAX.

UPPER BREEZEWAY MODIFICATIONS

BASE PLATE 1/2" X 4" X 10" W/ (2) 3/4" EXPANSION ANCHORS AT 7" GAGE. 4 3/4" EMBED MIN.

DESIGNED: GHK, AS, WC

DRAWN: AS, WC

SEATTLE CENTER WO# 2016-052 SEATTLE CENTER NW ROOMS

3/16"

1/4" BENTONITE MAT

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

DESCRIPTION: PERMIT COR. CYCLE 1

APPROVALS

TYP.

5/16" 6

DATE: 06/01/16

TYP.

3/16"

LIQUID-APPLIED WATERPROOFING

PROTECTION BOARD

3/16"

RE: PAVING SECTION.

NO.: 1

#4 EPOXY DOWEL @ 9" O.C., 4" EMBED

. REVISIONS

EMBED PL1/2"x6x6 WITH (4) 1/2" DIA. X 3" HEADED STUDS 4" OC EACH WAY. AT EXISTING CONCRETE CONDITIONS, PROVIDED (4) 1/2" DIA. THREADED WELDED STUDS AT 4" O.C. EACH WAY ON UNDERSIDE OF BASEPLATE EXPOXIED INTO CONCRETE, 2 1/2" EMBED.

HIGH-DENSITY PRECAST CONCRETE - WHITE

CONCRETE PAVING (E)

TYP.

3/16"

2" DIA. X 3/16" A316 STAINLESS STEEL PIPE, TYP.

3/4" DIA. X 6" AUTOMATIC END WELDED STUD 3 SIDES OF BOLLARD

CONTACT: Andrew Stewart, AIA (206) 285.1589 andrew@schemataworkshop.com

48" O.C. MAX

4" DIA. X 1/2" A316 BOLLARD

PLANTER - TYPICAL CORNER 3" = 1'-0"

4 0'

REPLACE EXPOSED PORTION OF WATERPROOFING MEMBRANE

TYP. PRINT DATE: 10/20/2016 2:02:53 PM

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

THE PARK HOUSE

CAPITOL HILL TRANSIT-ORIENTED DEVELOPMENT Location Client Project type Cost Stats Timeline About

123 10th Ave, Capitol Hill, Sea le, Washington Gerding Edlen Development Mul -family / Mixed-Use $35M 111,000 SF | 7 oors (5 oors of Type IIIA wood construc on over 2 oors of Type IA concrete construc on) plus one level of underground parking | 74 residen al units | 3000 SF of retail space | 25 parking stalls Construc on is expected to be complete in 2020. The Capitol Hill transit-oriented development site is located above a below-grade light rail sta on in the heart of the Capitol Hill neighborhood. The sta on opened in 2016 and is a key node in a rapidly-expanding light rail system. These development sites were ini ally obtained to facilitate the construc on of the sta on. However, upon the comple on of the project, they were no longer needed by the transit agency, Sound Transit, and have been made available for development. These sites represent a once-in-a-life me opportunity to create a vibrant, mixed-use development in close proximity to high-capacity transit. The development consists of four building sites arranged around a public plaza: Site A, B-North, B-South, and C. Three sites will be developed as mixed-use, market-rate buildings. The fourth site, B-North will be developed by a non-pro t housing provider as a ordable housing. Schemata Workshop partnered with Hewi Architects to design buildings for sites B-South and B-North and sites A and C, respec vely. The building occupying the B-South site is marketed as a luxury apartment building, known as The Park House, due to its proximity to Cal Anderson Park. At the ground level, a retail/ restaurant space engages the central plaza, while a series of lo units provides a residen al quality along 10th Ave. The main lobby is situated adjacent to a public pedestrian passage, which divides the ground oor and provides direct access to the plaza. On the 2nd oor, an expansive lounge with a wraparound terrace provides views to the park and plaza. Many of the units are large, two and three bedroom units that feature high ceilings, generous balconies, and high-quality nishes and appliances.

My Role

During conceptual design, I par cipated in the ini al masterplan-level design conversa on and took the lead in developing site-wide design principles. For The Park House, I was the lead designer and was primarily responsible for massing, facade design, and ground oor planning. As the project architect, I resolved technical challenges, coordinated building systems with a large team of consultants, and managed drawing produc on while overseeing a small sta of design professionals. As a team, we produced mul ple design and drawing packages from Early Design Guidance packets to permi ng and bidding documents. In addi on to my other project roles, I served as the BIM lead for both The Park House and the a ordable building on site B-North. I implemented new techniques, protocols, and work ows to streamline modeling and drawing produc on while coordina ng with our partner rm and our consultant team. Addi onally, I supported the project manager in work planning, client interac on, and en tlement.

SITE & CONSTRAINTS

E JOHN STREET

BROADWAY

SITE A

SITE C

STATION HEAD HOUSE

PUBLIC PLAZA

VENT

NAGELE PLACE

STATION HEAD HOUSE

DEVELOPMENT AGREEMENT BUILDING SITES ABOVE-GROUND STATION BUILDINGS UNDERGOUND LIGHT RAIL STATION LIGHT RAIL EASEMENT PROPERTY LINES REQUIRED SETBACKS REQUIRED SITE FEATURES

E DENNY STREET

NAGELE PLACE EXTENTION

SITE B-SOUTH

SITE B-NORTH

10TH AVE E

NORTH

In an cipa on of the redevelopment of the surplus sites and through the advocacy of the Capitol Hill community, the City of Sea le and Sound Transit partnered with the community to develop an Urban Design Framework, which was completed in 2010. In 2013, a Development Agreement was approved which incorporated much of the Urban Design Framework recommenda ons for the sites. In addi on to the requirements of the land use code and the neighborhood design guidelines, the Development Agreement imposes speci c uses, setbacks, height limits, open spaces, access points, & a ordability requirements.

SITE DESIGN PRINCIPLES SW Concept F SW Concept A

SW Concept B

SW Concept C

SW Concept E

SW Concept D

CONCEPTUAL MASSING RESIDENTIAL STACKED UNITS

TYPE III B-SOUTH

B-SOUTH

TYPE IA

B-NORTH

B-NORTH PLAZA PASS-THROUGH

TYPE VA TYPE IA RESIDENTIAL LOFTS

RESIDENTIAL STACKED UNITS

VERTICAL ELEMENT SOLID MASSING (NO BALCONIES) B-SOUTH

B-NORTH

B-SOUTH

B-NORTH

SUBTRACTIVE MASSING (INSET BALCONIES) SERVICE MODULE RELATES TO SERVICE FUNCTION ON SITE (VENT & LOADING DOCKS)

FACADE DEVELOPMENT

Site B SW Corner - 1 Story

PROGRAMMATIC MASSING

ACCENT BAND

FRAME

CONCEPTUAL MASSING

+324.33

GAS METER LOCATION

10'-5"

OPEN PASSTHROUGH

11'-0"

11'-6"

+324.75

PARKING GARAGE 10'-3"

86'-4"

10'-3"

BUILDING B NORTH 10'-3"

10'-1"

2'-3"

10'-8"

PL +330.00

10'-0"

E DENNY WAY

PARKING GARAGE +327.90 15'-0"

16'-5"

OPEN PASSTHROUGH

BS MA

BS LEV

11'-6"

10'-3"

BUILDING B NORTH

10'-3"

10'-1"

2'-4"

10'-8"

6 15 1 18

11 12

9 9

2 18

9 9

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.

PARKING GARAGE VEHICLE RAMP TRANSFORMER ROOM ELECTRICAL ROOM MECHANICAL ROOM BIKE ROOM COMMERCIAL SPACE RESIDENTIAL LOBBY LOFT UNIT PET WASH TRASH ROOM PEDESTRIAN PASS-THROUGH PLAZA FITNESS ROOM

15. 16. 17. 18.

AMENITY ROOM 1 BEDROOM UNIT 2 BEDROOM UNIT 3 BEDROOM UNIT

BALCONY DESIGN & DEVELOPMENT

PREFINISHED METAL COPING ON CONT CLEAT

CONT CLEAT 2

3 WOOD BLOCKING

SILL SEALER UNDER WOOD DECKING, FINISHED PT PLATE TAPERED SLEEPERS ON PROTECTION PAD WOOD DECKING, FINISHED 1 1/2" XPS INSULATION BS LEVEL 3

ROOF MEMBRANE, REF BE BLOCKING 1WOOD 1/2" XPS INSULATION CLADDING, REF

1 1/2" XPS INSULATION BS LEVEL 3 BS - LEVEL 3 - WOOD FRAMED WALL @ BALCONY 356'-11" D3 DRAINAGE MAT, REF BE 3" = SLEEPERS 1'-0" TAPERED ON PROTECTION PAD ROOF MEMBRANE, REF BE

PATIO DRAIN

1 1/2" XPS INSULATION

ROOF MEMBRANE, REF BE1/4" / 12"

BS - LEVEL 3 - WOOD FRAMED WALL @ BALCONY 3" = 1'-0"

3/8" / 12"

1/2 FR PLYWOOD

DOWNSPOUT IN COLUMN BEYOND

INSECT SCREEN

SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP

LEDGER, REF STRUCT

WALL ASSEMBLY PER PLAN

NO. 1

INSECT SCREEN TYP AT JOINTS

LEDGER, REF STRUCT

PATIO DRAIN

1 1/2" XPS INSULATION

1 1/2" XPS INSULATION FR WOOD BLOCKING

DRAINAGE MAT, REF BE ROOF MEMBRANE, REF BE

1/2 FR PLYWOOD METAL PANEL SIDING 2 1/2" MTL FRAMING 1 1/2" XPS INSULATION SUBGIRT

1/4" / 12"

TAPERED BSSLEEPERS LEVEL 2 ON PROTECTION PAD 2 - METAL FRAMED WALL @ BALCONY BS - LEVEL B3345'-5" 3" = 1'-0" TAPERED SLEEPERS ON WOODPROTECTION FRAMING, PAD REF STRUCT WOOD1 SHEATING, 1/2" XPS INSULATION BOTH SIDES, REF MTL GUTTER DRAINAGE MAT, REF BE STRUCT ROOF MEMBRANE, REF BE

BS - LEVEL 2 - METAL FRAMED WALL @ BALCONY B3 3" = 1'-0"

3/8" / 12"

2'-3"

WRB, REF BE MTL FLASHING SOFFIT MATERIAL & ELEVATION, CONCRETE SLAB, REF LEVEL 1 RCP REF STRUCT

SOFFIT MATERIAL & ELEVATION, REF LEVEL 1 RCP

MTL CHANNELS 1/2 FR PLYWOOD

WOOD SHEATING, INSECT SCREEN BOTH SIDES, REF BS - BALCONY EDGE - WOOD LEVEL, TYP STRUCT A4 3" = 1'-0"

2 1/2" MTL FRAMING 2

SOFFIT MATERIAL ELEVATION, MTL&FLASHING REF LEVEL 1 RCP

2 SOFFIT MATERIAL & ELEVATION, REF LEVEL 1 RCP

MTL CHANNELS

DOWNSPOUT IN COLUMN BEYOND

INSECT SCREEN MTL J-TRIM

INSECT SCREEN TYP AT JOINTS

INSECT SCREEN A4

WRB, REF BE

INSECT SCREEN TYP AT JOINTS

BS - BALCONY EDGE - WOOD LEVEL, TYP 3" = 1'-0"

WOOD DECKING, FINISHED ROOF MEMBRANE, REF BE Architect Project No: 1509 WOOD SHEATHING, Author: AS, MYM REF STRUCT Checker: GHK, DN

WOOD TRUSS, REF STRUCT BATT INSULATION TAPERED SLEEPERS ON PROTECTION PAD SOFFIT MATERIAL & ELEVATION, LEVEL 2 RCP WOODREF FRAMING, REF STRUCT WOOD LEDGER, REFSHEATING, STRUCT BOTH SIDES, REF MTL GUTTER FLOOR/CEILING STRUCT ASSEMBLY PER PLAN

INSECT SCREEN TYP AT JOINTS

INSECT SCREEN WOOD LEDGER, REF SHEATING, STRUCT BOTH SIDES, REF BS - BALCONY EDGE - WOOD LEVEL, TYP 5 FLOOR/CEILING STRUCT A4 = 1'-0" ASSEMBLY3"PER PLAN 4

DOWNSPOUT IN COLUMN BEYOND

DETAILS - EXTERIO BALCONIES AND CANOPIES SOFFIT MATERIAL & Architect Project REF No: LEVEL 1509 2 RCP ELEVATION, Author: AS, MYM LEDGER, REF STRUCT Checker: GHK, DN FLOOR/CEILING ASSEMBLY PER PLAN

DOWNSPOUT IN COLUMN BEYOND

MTL FLASHING SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP

A5.501 BS A5.501 BS

DETAILS - EXTERIO WALL ASSEMBLY PER PLAN BALCONIES AND CANOPIES Copyright Schemata Workshop, Inc. SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP LEDGER, REF STRUCT

FLOOR/CEILING ASSEMBLY PER PLAN

WALL ASSEMBLY PER PLAN

MTL FLASHING

A 3/8" / 12"

INSECT SCREEN TYP AT JOINTS

INSECT SCREEN 2

SDCI STAMP

3/8" / 12"

WALL ASSEMBLY PER PLAN

MTL FLASHING

ROOF MEMBRANE, REF BE WOOD SHEATHING,

WALL ASSEMBLY PER PLAN WOOD TRUSS, REF STRUCT

BS - LEVEL 2 - METAL FRAMED WALL @ BALCONY B3 MTL FLASHING 3" = 1'-0"

INSECT SCREEN 1 1/2" XPS INSULATION MTL J-TRIM

WRB, REF BE

DOWNSPOUT IN COLUMN BEYOND

WOOD TRUSS, REF STRUCT

REF BE NO. WRB,DATE DESCRIPTIO 1 8/10/2017 MUP CORR SDCI STAMP

REF STRUCT @ UNIT 201 BALCONY, ALL WOOD TO BE FIRE-RESIST

CLADDING, MTL GUTTERREF ELEVATIONS

WOOD TRUSS, REF BATT INSULATION STRUCT WOOD DECKING, FINISHED

LEDGER, REF STRUCT

WOOD DECKING, FINISHED 8"

WRB,ROOF REF BE MEMBRANE, REF BE

2'-3"

1/4" / 12"

WOOD1 DECKING, 1/2" XPS FINISHED INSULATION BS LEVEL 2 DRAINAGE MAT, REF BE 345'-5" BS - LEVEL 2 - METAL FRAMED WALL @ BALCONY B3 3" = SLEEPERS 1'-0" ROOF MEMBRANE, TAPERED ON REF BE PROTECTION PAD

1 1/2"

PATIO DRAIN

BATT INSULATION PREFINISHED METAL COPING ON TAPERED SLEEPERS WOOD DECKING, CONT CLEATFINISHED ON PROTECTION PAD ROOF MEMBRANE, REF BE CONT CLEAT WOOD FRAMING, WOOD SHEATHING, WOOD BLOCKING REF STRUCT REF STRUCT

DESCRIPTIO MUP CORR

WALL ASSEMBLY PER PLAN

WRB, REF BE WRB, GUARDRAIL REF BE SYSTEM 3/8" / 12"

INSECT SCREEN TYP AT JOINTS

2'-3"

1 1/2" 1/4" / 12"

TAPERED SLEEPERS ON PROTECTION PAD

DATE 8/10/2017

SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP

FLOOR/CEILING PHASE II BUILDING PER ASSEMBLY PLAN @ UNIT 201 BALCONY, ALL WOOD TO BEPER FIRE-RESIST 11/16/17

MTL FLASHING PREFINISHED METAL COPING ON WOOD DECKING, CONT CLEATFINISHED INSECT SCREEN ROOFCONT MEMBRANE, CLEAT REF BE

CLADDING, REF ELEVATIONS

BATT INSULATION PREFINISHED WOOD DECKING, FINISHED METAL COPING ON TAPERED BSSLEEPERS LEVEL 2 CONT CLEAT ON PROTECTION 345'-5" PAD SLEEPERSPER ONPLAN CONTTAPERED CLEATASSEMBLY WALL PROTECTION WOOD FRAMING, PAD WOOD BLOCKING REF STRUCT WRB PER BE 1 1/2" XPS INSULATION CLADDING, REF MTL GUTTER DRAINAGE MAT, REF BE ELEVATIONS

PATIO DRAIN

DOWNSPOUT IN COLUMN BEYOND

WRB,GUARDRAIL REF BE SYSTEM

C4BE FIRE-RESISTANT REFTO STRUCT @ UNIT 201 BALCONY, ALL WOOD 3" = 1'-0"

1 1/2"

DECKING, ROOF WOOD MEMBRANE, REF FINISHED BE

WRB, REFSCREEN BE INSECT

11/16/2017 12:49:32 AM

MTL FLASHING SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP INSECT SCREEN

WOOD SHEATHING, WOOD BSBLOCKING - BALCONY PARAPET

WRB, REF BE GUARDRAIL SYSTEM

DRAINAGE MAT, REF BE

1 1/2" XPS FR WOOD BLOCKING INSULATION DRAINAGE MAT, REF BE METAL PANELSYSTEM SIDING GUARDRAIL ROOF MEMBRANE, REF BE 1 1/2" XPS INSULATION

LEVEL 2 - TERRACE EDGE, TYP 3" = 1'-0"

SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP

FLOOR/CEILING PHASE II BUILDING PERM ASSEMBLY PER PLAN 11/16/17

2'-3"

1 1/2" XPS FINISHED WOOD DECKING, INSULATION BS LEVEL 2 MAT, REF BE DRAINAGE 345'-5" MEMBRANE, REF BE TAPERED SLEEPERS ONPLAN WALLROOF ASSEMBLY PER PROTECTION PAD WRB PER BE 1 1/2" XPS INSULATION

LEVEL 2 B WOOD DECKING,BSFINISHED 1/4" / 12" 345'-5" TAPERED SLEEPERS ON PROTECTION PAD

11/16/2017 12:49:32 AM

WALL ASSEMBLY PER PLAN WOOD TRUSS, REF STRUCT

1 1/2"

TAPERED SLEEPERS ON PROTECTION PAD PATIO DRAIN

INSECT SCREEN TYP AT JOINTS

BSBLOCKING - BALCONY PARAPET WOOD C4 WRB PER BE 3" = 1'-0" CLADDING, REF ELEVATIONS

CAPITOL HIL TOD - BLDG 123 10th Ave Seattle, WA 98102

DOWNSPOUT IN COLUMN BEYOND

WALL ASSEMBLY PER PLAN

CONTWALL CLEATASSEMBLY PER PLAN

WOOD DECKING, FINISHED

INSECT SCREEN

C 3/8" / 12"

1 1/2"

WRB PER BE SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP

1 1/2" XPS INSULATION DRAINAGE MAT, REF BE GUARDRAIL SYSTEM ROOF MEMBRANE, REF BE BS - LEVEL 3 - BALCONY EDGE C1 3" = 1'-0"

SUBGIRT LEVEL 2 - TERRACE EDGE, TYP 3" = 1'-0"

SOFFIT MATERIAL & ELEVATION, REF LEVEL 2 RCP

C4 PER PLAN ASSEMBLY = 1'-0" @ UNIT 201 BALCONY, ALL WOOD TO BE3"FIRE-RESISTANT

GUARDRAIL SYSTEM MTL FLASHING PREFINISHED METAL COPING ON CONT INSECTCLEAT SCREEN

WALL ASSEMBLY PER PLAN

MTL J-TRIM B WOOD DECKING, FINISHED MTL CHANNELS TAPERED SLEEPERS ON PROTECTION PAD

DOWNSPOUT IN COLUMN BEYOND

1215 4th Avenue, Suite 2400

VAPOR Seattle, WARETARDER, 98161 123 10th Ave REF BE Seattle, WA 98102 CONTACT: Jill Sherman

ROOFING MEMBRANE, REF BE

BS ROOF DECK WOOD TRUSS, REF 408'-0" STRUCT

MTL LEDGER, REFGUTTER STRUCT

CAPITOL HIL MEPT Capitol Hill Station Venture LLC TOD - BLDG v (503) 802.6626 RIGID INSULATION, REF BE, e jill.sherman@gerdingedlen.com SLOPE TO DRAIN

FLOOR/CEILING BS - BALCONY PARAPET

BS - LEVEL 3 - BALCONY EDGE C1 3" =MTL 1'-0"FLASHING SOFFIT MATERIAL & ELEVATION, INSECT SCREEN REF LEVEL 2 RCP

C 3/8" / 12"

FLOOR/CEILING WOOD FRAMING, ASSEMBLY PER PLAN REF STRUCT

INSECT SCREEN TYP AT JOINTS

BS - BALCONY PARAPET C4 3" = 1'-0"

ROOFING MEMBRANE, REF BE MTL GUTTER WOOD SHEATING, BOTH SIDES, REF STRUCTFRAMING, WOOD REF STRUCT

WOOD TRUSS, REF STRUCT MTL FLASHING

e jill.sherman@gerdingedlen.com ROOFING MEMBRANE, REF BE owner SPRAY FOAM INSULATION, CLOSED CELL

2'-1"

WOOD FRAMING, REF STRUCT

MTL FLASHING BALCONY DOWNSPOUT SOFFIT MATERIAL & FROM ELEVATION, ABOVE REF LEVEL 2 RCP INSECT SCREEN MTL J-TRIM 2 1/2" MTL FRAMING MTL CHANNELS

MEMBRANE, Seattle, WA 98161REF BE 1477 NW Everett Street Portland, OR 97209 CONTACT: Jill Sherman v (503) 802.6626 RIGID CONTACT: Jill ShermanREF BATT INSULATION, INSULATION, REF BE, BE e jill.sherman@gerdingedlen.com SLOPE TO DRAIN v (503) 802.6626

VAPOR RETARDER, REF BE BS ROOF DECK WRB, REF BE 408'-0" RIGID INSULATION, REF BE, INSULATION, SLOPEBATT TO DRAIN FILL ALL SPACES

3/8" / 12"

BS - LEVEL 3 - WOOD FRAMED WALL @ BALCONY D3 3" = 1'-0" MTL GUTTER

1 1/2" XPS INSULATION

CONCRETE BS LEVELSLAB, 2 REF345'-5" STRUCT

ROOFING MEMBRANE, REF BE SPRAYWOOD FOAMSHEATING, INSULATION, CLADDING, REF BOTH CLOSED CELLSIDES, REF ELEVATIONS STRUCT

ROOFDECK MEMBRANE, REF BE BS ROOF WOOD TRUSS, REF 408'-0" STRUCT

2 1/2" MTL FRAMING CONCRETE SLAB, REF STRUCT C

WOOD DECKING, FINISHED BATT INSULATION, FILL ALLBS SPACES LEVEL 3 BS - LEVEL 3 - WOOD FRAMED WALL @ BALCONY D3356'-11" 3" = 1'-0" TAPERED SLEEPERS ON MTL GUTTER WOOD SHEATING, PROTECTION PAD BOTH SIDES, REF STRUCT1FRAMING, 1/2" XPS INSULATION WOOD REF STRUCT DRAINAGE MAT, REF BE

Venture developer LLC ROOFING 1215 4th Avenue, Suite 2400 Gerding Edlen Developm VAPOR RETARDER, REF BE

RIGID BE, BATT INSULATION, REF BE INSULATION, SLOPEBATT TO DRAIN FILL ALL SPACES

2'-1"

1 1/2" XPS INSULATION BALCONY DOWNSPOUT FROM ABOVE WRB, REF BE

WRB, REF BE

3/4" GAP W/ DRAINAGE MAT, REF BE ACOUSTIC SEALANT ROOFDECK MEMBRANE, REF BE BS ROOF SILLBE SEALER UNDER WRB, REF 408'-0" PT PLATE

DRAINAGE MAT, REF BE

if this drawing is not 30" x 42", reduced print - scale accordin developer ROOFING Gerding Edlen Developm MEMBRANE, REF BE 1477 NW Everett Street architect Portland, OR 97209 Schemata Workshop, Inc PREFINISHED METAL 1720COPING 12th Avenue ON CONT CLEAT BATT INSULATION, CONTACT: Jill ShermanREF BE D Seattle, WA 98122 v (503) 802.6626 CONT CLEAT e jill.sherman@gerdingedlen.com CONTACT: Grace H. Kim, AIA v (206) 285.1589 owner e grace@schemataworkshop.com SPRAY INSULATION, WOODFOAM BLOCKING MEPT Capitol CLOSED CELL Hill Station

ROOFING WOOD BLOCKING VAPOR RETARDER, MEMBRANE, REF BEREF BE

WOOD DECKING, FINISHED BATT INSULATION, FILL ALLBS SPACES LEVEL 3 356'-11" TAPERED SLEEPERSPER ONPLAN WALL ASSEMBLY WOODPROTECTION SHEATING, PAD CLADDING, BOTH SIDES,REF REF WRB PER BE ELEVATIONS 1 1/2" XPS INSULATION STRUCT

2'-1"

BE FIRE-RESISTANT

TAPERED SLEEPERS ON PROTECTION PAD WOOD DECKING, FINISHED

PATIO DRAIN

ELEVATIONS WRB, REF BE BS LEVEL 1/4" 3/ 12" 356'-11" SLAB, CONCRETE REF STRUCT WOOD FRAMING, REF 1STRUCT 1/2" XPS INSULATION MTL ANGLE, REF STRUCT 1/2 FR PLYWOOD

PATIO DRAIN

WOOD FOAM BLOCKING SPRAY INSULATION, CLADDING, CONT CLEATREF CLOSED CELL ELEVATIONS

1 1/2"

WOOD FRAMING, REF ON PROTECTION PAD TAPERED SLEEPERS PREFINISHED METAL STRUCT COPING ON CONT CLEAT 1 1/2" XPS INSULATION MTL ANGLE, REF DRAINAGE CONT CLEAT MAT, REF BE STRUCT

356'-11" DRAINAGE MAT, REF BE TAPERED SLEEPERSPER ONPLAN WALL ASSEMBLY ROOF MEMBRANE, REF BE PROTECTION PAD WRB PER201 BE BALCONY, ALL WOOD TO UNIT 1 1/2" XPS INSULATION 3/4" GAP W/ DRAINAGE MAT, REF BE ACOUSTIC SEALANT ROOF MEMBRANE, REF BE1/4" / 12" SILL SEALER UNDER WOOD DECKING, FINISHED PT PLATE

1 1/2"

CLADDING, REF ELEVATIONS GUARDRAIL SYSTEM BS LEVEL 1/4"3/ 12" 356'-11" WOOD DECKING, FINISHED

3/4" GAP W/ WOODACOUSTIC BLOCKINGSEALANT SILLBE SEALER UNDER WRB, REF PT PLATE

2'-4"

@ UNIT 201 BALCONY, ALL WOOD TO BE FIRE-RESISTANT

1 1/2"

PATIO DRAIN

1 1/2"

ROOF MEMBRANE, REF BE WOOD BLOCKING

CONT CLEAT MAT, REF BE DRAINAGE

1 1/2"

TAPERED SLEEPERS PREFINISHED METAL ON PROTECTION PAD COPING CLEAT 1 1/2" ON XPSCONT INSULATION

PREFINISHED METAL COPING ON CONT CLEAT BATT INSULATION, REF BE PREFINISHED CONT CLEAT METAL COPING ON CONT CLEAT

2'-4"

3/4" GAP W/ ACOUSTIC SEALANT

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@ UNIT 201 WRB PER BE BALCONY, ALL WOOD TO BE FIRE-RESISTANT

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Inc

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GUARDRAIL SYSTEM

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architect PREFINISHED METAL Schemata Workshop, ON CONT CLEAT 1720COPING 12th Avenue D Seattle, WA 98122 CONT CLEAT

2'-1"

if this drawing is not 30" x 42", reduced print - scale accordin

PREFINISHED CONT CLEAT METAL COPING ON CONT CLEAT

2'-4"

PREFINISHED METAL COPING ON CONT CLEAT

2'-4"

1'-2 3/4"

BS - BALCONY EDGE - WOOD LEVEL, TYP 3" = 1'-0"

Rendering courtesy of BOGZA Studio

BIBLE BAPTIST CHURCH EVERETT, WASHINGTON Location Client Project type Cost

Evere , Washington Bible Bap st Church Religious & Community Approximately $5M

About

Bible Bap st Church is a 500-member congrega on located in a mixed-income, culturally-diverse suburban neighborhood. In itâ&#x20AC;&#x2122;s 50 years of existence, the church has developed a strong desire to be an ac ve member of the community and to serve the residents of south Evere with various outreach programs. Addi onally, the church has launched numerous ministries within the membership over last few years. However, the campus has not kept up with the change and growth of these programs and ministries. Star ng with the original 1968 building, facili es have been constructed and renovated on the campus as needed to accommodate the congrega on growth and outreach opportuni es. As a result, the current campus is a mismatch of unconnected structures, many of which are outdated. Rather than con nue to construct and renovate buildings in a costly, ad hoc manner, the church made the decision to embark on an extensive master planning process to iden fy current needs and future opportuni es and to though ully and eďŹ&#x192;ciently shape the campus to accommodate them. From January of 2015, through November of 2017 the church went through a two-part process of programming and planning. The result was a robust, long-range campus master plan that is easily broken down into achievable short term goals that will enable the church to e ec vely accomplish its mission. The nal master plan was presented to the congrega on in November of 2017 and the rst phase is expected to start in mid-2018.

My Role

Throughout my career Iâ&#x20AC;&#x2122;ve worked with a number of religious organiza ons develop long-range facility plans. Because of this depth of experience working with these organiza ons, Bible Bap st Church asked me to lead them through the master planning process. At the outset of the project, I introduced the idea and process to the congrega on and solicited their ideas. During programming, I gathered and analyzed facility data, a endance gures, and congrega on feedback. I worked closely with ministry leaders to iden fy needs, challenges, and dreams. To complete the programming phase, I compiled a comprehensive programming document that documented and illustrated the needs, goals, and priori es of the church. I kicked o the planning phase with charre e and invited all church members to par cipate. I developed many of the ideas from the charre e into conceptual op ons which were considered and evaluated by a master planning team made up of a diverse crosssec on of church leaders. Once a preferred op on was chosen, I developed this op on into a prelimiary master plan. Along the way, I performed code studies, coordinated structural evalua ons, and obtained a cost es mate. When the preferred concept was deemed to be to be too expensive, I regrouped with the team and developed an lower-cost alterna ve to the master plan that s ll achieved the lo y goals of the ini al concept.

GATHERING & ANALYSIS

PROGRAMMING & FINAL REPORT SPACE UTILIZATION & CAPACITY - CURRENT Current Attendance

10 Year Projected Attendance

20 2

Over-crowded

1. 2. 3. 4. 5.

Baby nursery Toddler nursery 4-Year-Olds Kindergarten 4 & 5 Junior Church 6. 1st Grade 7. 2nd Grade 8. 3rd Grade 9. 4th & 5th Boys 10. 4th & 5th Girls 11. Junior Church 12. 6th-8th Grade

AM Worship - 2nd Floor

AM Worship - 1st Floor

AM Worship - 2nd Floor

Church services on Sunday morning, 60%-80% 11 Sunday evening, and Wednesday 40%-60%

80%-100%

A comfortable and 21 engaging environment oriented for worship, teaching & preaching Permanent orchestra location for 20-30 instruments

evening, include congregational 20%-40% and special music 0-20% Music practices

Ideal capacity

60%-80%

Maximum Site Utilization

Undeveloped - 46,400 SF

22%

Total Site Area - 225,000 SF Available Site Area* - 204,400 SF

Parking & Driveways - 100,000SF 250 Parking Stalls

49%

Plazas & Sidewalks - 14,000 SF

Buildings** - 44,000 SF

22%

100%

Parking & Driveways - 130,400 SF 325 Parking Stalls

64%

42%

Plazas & Sidewalks - 11,200 SF

Buildings - 21,000 SF

10%

Plazas & Sidewalks - 18,000 SF

Buildings - 56,000 SF

27%

40%-60%

Storage area for instruments Energy-e cient lighting Controlled natural light

20%-40% Nearly empty

An acoustically-designed space to enhance performances Bible musical Baptist Church Master Plan - Programming Report Improve sight lines Flexible overﬂow seating areas that can be utilized for classrooms or as part of the

Parking & Driveways - 85,400 SF 208 Parking Stalls

Over 140% 100%-120%

Ministry Goals & Needs (based on survey responses)

80%-100%

43%

100%

120-%140%

100%-120%

Nearly empty

Undeveloped - 86,800 SF

Setbacks

Year 10 Site Utilization Total Site Area - 225,000 SF Available Site Area* - 204,400 SF

100%

Over-crowded

120-%140%

Ministry Summary Ideal capacity

Parking & Driveways Property Line 2

Legend

Total Site Area - 225,000 SF Available Site Area* - 204,400 SF

Plazas & Walks

20 1

13. 9th-12th Grade 14. Adult Sunday School 15. Builders 16. College & Career 17. Cornerstone Couples 18. Deaf Class 19. Spanish Class 20. Sunshine Class 21. Worship Service

SITE UTILIZATION & CAPACITY Current Site Utilization

Buildings

17 13

18 4

AM Worship - 1st Floor

Over 140% WORSHIP & MUSIC

SITE UTILIZATION & CAPACITY Current Site Utilization Plan

Sunday School - 2nd Floor

8 6

10 7

Legend

Sunday School - 1st Floor

he oor an ia ra s on this a e re resent the future ratio of people to available space. The rooms that will have more space than needed are indicated in shades of blue and teal. The rooms will be comfortably full with space to grow are indicated by shades of green. The rooms that will be too crowded are indicated by shades of yellow and orange. The potentially most severely crowded is indicated by dark re he u er t o an ia ra s re resent the rst an secon oor urin the Sun a schoo hour he o er t o an ia ra s re resent the rst an secon oor urin the worship hour. Only classrooms, nurseries, and the sanctuary are included in these calculations. For additional utilization & capacity information, please refer to the ministry summaries later in this document.

17 13

18 4

13. 9th-12th Grade 14. Adult Sunday School 15. Builders 16. College & Career 17. Cornerstone Couples 18. Deaf Class 19. Spanish Class 20. Sunshine Class 21. Worship Service

Baby nursery Toddler nursery 4-Year-Olds Kindergarten 4 & 5 Junior Church 6. 1st Grade 7. 2nd Grade 8. 3rd Grade 9. 4th & 5th Boys 10. 4th & 5th Girls 11. Junior Church 12. 6th-8th Grade

Sunday School - 2nd Floor

8 6

10 7

15 1. 2. 3. 4. 5.

SPACE UTILIZATION & CAPACITY - 10 YEAR PROJECTION

Sunday School - 1st Floor

he oor an ia ra s on this a e re resent the current ratio of people to available space. The rooms that have more space than needed are indicated in shades of blue and teal. The rooms that are comfortably full and with space to grow are indicated by shades of green. The rooms that are too crowded are indicated by shades of yellow and orange. The most severely crowded rooms are indicated by dark red. The u er t o an ia ra s re resent the rst an secon oor during the Sunday school hour. The lower two plan diagrams re resent the rst an secon oor urin the orshi hour Only classrooms, nurseries, and the sanctuary are included in these calculations. For additional utilization & capacity information, please refer to the ministry summaries later in this document.

*Available site area for development is the total lot area minus the area within zoning setbacks. **For the purposes of this calculation, this assumes all new areas will be 1 story.

0-20%

February 28, 2016

Bible Baptist Church Master Plan - Programming Report

February 28, 2016

auditorium Identify areas for additional permanent seating Music practice /rehearsal rooms Comfortable seating and adequate lighting for deaf interpreter Private counseling rooms.

WORSHIP & MUSIC

Wednesday Night Prayer Meeting

WORSHIP & MUSIC

Worship Attendance Since August 2014 2014 Worship Attendance since August

Worship & Music Spaces - 1st Floor

Average Attendance

Sunday Evening Worship

2. 3.

400

350

300

WORSHIP & MUSIC

Attendance Attendance

WORSHIP & MUSIC

WORSHIP & MUSIC Attendance

Worship & Music Spaces - 2nd Floor

Sunday Morning Worship

500 450

orshi 6 01 SF 526 Seats P at or 121 SF 64 Seats Choir Room 458 SF Youth Choir Room 230 SF Orchestra practice 363 SF

Relationship Diagram

Class

Current average attendance (people)*

Sunday AM Class PM Sunday

Current average 359 attendance (people)* 232

Sunday AM PM Wednesday Sunday PM Total Worship

359 197 232 788

Wednesday PM

250

Total Worship

200

Projected 5-year Projected 10-year attendance attendance (people)** (people)** Projected 5-year Projected 10-year 416 attendance 482 attendance (people)** 269 (people)** 312 416 482 228 265

197

269 914 228

312 1059 265

788

914

1059

FROM FOYER

COUNSELING ROOMS

LARGE PRACTICE ROOM

150

SANCTUARY

100

7/5/15

6/7/15

LARGE PRACTICE ROOM

7/26/15

7/19/15

7/12/15

5/3/15

6/28/15

6/21/15

6/14/15

4/5/15

5/31/15

5/24/15

5/17/15

5/10/15

3/8/15

4/26/15

4/19/15

3/1/15

4/12/15

2/8/15

2/1/15

3/29/15

3/22/15

3/15/15

1/4/15

2/22/15

2/15/15

1/25/15

1/18/15

1/11/15

12/7/14

11/9/14

12/28/14

12/21/14

12/14/14

11/30/14

11/23/14

11/16/14

9/7/14

11/2/14

10/5/14

9/28/14

9/21/14

10/26/14

10/19/14

10/12/14

8/3/14

9/14/14

8/31/14

8/24/14

8/17/14

8/10/14

BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015

Seating Capacity

Seating SeatingCapacity Capacity Class Sunday AM Class PM Sunday Sunday AM PM Wednesday

5 77 89 Seats Seats

108 Seats 86 Seats 89 Seats

ADULT

4. 5. 6.

160

120

** Based on 3% annual growth

*** Based28, on 2016 measurements taken in the Spring of 2015 February

Adult Sunday School Builders College & Career Cornerstone Couples Deaf Class Spanish Class Sunshine Class

7/5/15 7/5/15

6/7/15 6/7/15

7/26/15 7/26/15

5/17/15 5/17/15

4/5/15 4/5/15

4/26/15 4/26/15

3/15/15 3/15/15

2/22/15 2/22/15

1/4/15 1/4/15

1/25/15 1/25/15

11/9/14 11/9/14

10/19/14 10/19/14

12/14/14 12/14/14

9/28/14 9/28/14

8/17/14 8/17/14

7/6/14 7/6/14

7/27/14 7/27/14

6/1/14 6/1/14

5/11/14 5/11/14

4/20/14 4/20/14

3/16/14 3/16/14

1/5/14 1/5/14

2/23/14 2/23/14

1/26/14 1/26/14

12/15/13 12/15/13

11/10/13 11/10/13

9/1/13 9/1/13

9/29/13 9/29/13

8/11/13 8/11/13

10/20/13 10/20/13

6/9/13 6/9/13

7/21/13 7/21/13

6/30/13 6/30/13

5/19/13 5/19/13

4/28/13 4/28/13

3/31/13 3/31/13

3/10/13 3/10/13

2/17/13 2/17/13

1/6/13 1/6/13

1/27/13 1/27/13

10/7/12 10/7/12

9/16/12 9/16/12

8/26/12 8/26/12

12/16/12 12/16/12

11/18/12 11/18/12

8/5/12 8/5/12

6/3/12 6/3/12

4/1/12 4/1/12

7/15/12 7/15/12

6/24/12 6/24/12

5/13/12 5/13/12

4/22/12 4/22/12

Projected 10-year Projected attendance10-year attendance (people)** (people)**

ADULT

159 159 38 38 22 22 28 28 7 7 26 26 16 16 294 294

SMALL CLASSROOM

LARGE CLASSROOM

SMALL CLASSROOM

MENS RR

MEDIUM CLASSROOM

WOMENS RR

LARGE CLASSROOM

Current meeting Recommend area Current space Projected 5-year Projected 10-year Current meeting Recommend area Current space Projected 5-year Projected 10-year Total recommended space area (square per person (square utilization (how full is space need (square space need (square space per utilization (how full is Total recommended space need (square feet) space need (square Class area (square feet) feet) feet) ***area (square feet)person **** (square the space?) Class feet) *** feet) **** the space?) area (square feet) feet) feet) Adult Sunday School 26.4% 6,701 15 1770 2052 2379 Adult Sunday School 26.4% 6,701 15 1770 2052 2379 Builders 19.1% 2,199 15 420 487 564 Builders 19.1% 2,199 15 420 487 564 128.3% 187 15 240 278 323 College & Career 128.3% 187 15 240 278 323 College & Career 121.6% 259 15 315 365 423 Cornerstone Couples 121.6% 259 15 315 365 423 Cornerstone Couples Deaf 37.5% 200 15 75 87 101 Deaf 37.5% 200 15 75 87 101 78.5% 363 15 285 330 383 Spanish 78.5% 363 15 285 330 383 Spanish Sunshine 42.7% 422 15 180 209 242 Sunshine 42.7% 422 15 180 209 242 Subtotal/Average 10,331 64.9% 3285 3808 4415 Subtotal/Average 10,331 64.9% 3285 3808 4415 20% “fullness” factor 657 762 883 20% “fullness” factor 657 762 883 Total 3942 4570 5298 Total 3942 4570 5298

4/1/12 4/1/12 4/22/12 4/22/12 5/13/12 5/13/12 6/3/12 6/3/12 6/24/12 6/24/12 7/15/12 7/15/12 8/5/12 8/5/12 8/26/12 8/26/12 9/16/12 9/16/12 10/7/12 10/7/12 10/28/12 10/28/12 11/18/12 11/18/12 12/9/12 12/9/12 12/30/12 12/30/12 1/20/13 1/20/13 2/10/13 2/10/13 3/3/13 3/3/13 3/24/13 3/24/13 4/14/13 4/14/13 5/5/13 5/5/13 5/26/13 5/26/13 6/16/13 6/16/13 7/7/13 7/7/13 7/28/13 7/28/13 8/18/13 8/18/13 9/8/13 9/8/13 9/29/13 9/29/13 10/20/13 10/20/13 11/10/13 11/10/13 12/1/13 12/1/13 12/22/13 12/22/13 1/12/14 1/12/14 2/2/14 2/2/14 2/23/14 2/23/14 3/16/14 3/16/14 4/6/14 4/6/14 4/27/14 4/27/14 5/18/14 5/18/14 6/8/14 6/8/14 6/29/14 6/29/14 7/20/14 7/20/14 8/10/14 8/10/14 8/31/14 8/31/14 9/21/14 9/21/14 10/12/14 10/12/14 11/2/14 11/2/14 11/23/14 11/23/14 12/14/14 12/14/14 1/4/15 1/4/15 1/25/15 1/25/15 2/15/15 2/15/15 3/8/15 3/8/15 3/29/15 3/29/15 4/19/15 4/19/15 5/10/15 5/10/15 5/31/15 5/31/15 6/21/15 6/21/15 7/12/15 7/12/15

MEDIUM CLASSROOM

COMMON SPACE

MEDIUM CLASSROOM

STORAGE

LARGE CLASSROOM

ENTRANCE

* Based on recorded attendance data from Connect Point from 4/1/12 through 8/1/15 Basedonon recorded attendance data from Connect Point from 4/1/12 through 8/1/15 *** Based 3% annual growth 3% annualattendance growth Basedononmeasurements recorded data from of Connect ******Based taken in the Spring 2015 Point from 4/1/12 through 8/1/15 *** Basedononrules measurements taken inby theBaptist SpringGeneral of 2015Convention of Texas http://texasbaptists.org/ministries/connections/church-architecture ** 3% annual ****Based of thumbgrowth developed

%26

****Based rules of thumb developed Baptist *** Based on measurements taken in theby Spring of General 2015 Convention of Texas http://texasbaptists.org/ministries/connections/church-architecture ****Based28, on 2016 rules of thumb developed by Baptist General Convention of Texas http://texasbaptists.org/ministries/connections/church-architecture February

Bible Baptist Church Master Plan - Programming Report

OUTREACH

137 137 32 32 19 19 24 24 6 6 22 22 14 14 254 254

Area Area Area

CHOIR ROOM

100

Outreach Spaces - 2nd Floor

Multi-purpose space Nursery

Projected 5-year Projected attendance5-year attendance (people)** (people)**

Current average Current average attendance (people)* attendance (people)* 118 118 28 28 16 16 21 21 5 5 19 19 12 12 219 219

Class Class Adult Sunday School Adult Sunday School Builders Builders College & Career College & Career Cornerstone Couples Cornerstone Couples Deaf Deaf Spanish Spanish Sunshine Sunshine Total Adult Total Adult

120

CHOIR STAGING

Relationship Diagram

Attendance

Spanish

140

Outreach Spaces - 1st Floor

PLATFORM

ADULT

Attendance Attendance

6701 SF 2199 SF 187 SF 259 SF 200 SF 363 SF 422 SF 4

February 28, 2016 BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015

MUSIC LIBRARY

GREEN ROOM

February 28, 2016

BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015

Attendance by Class Since April Attendance by Class since2012 April 2012

on hand-recorded rules of thumb attendance for worship data spaces *****Based Based on from 8/1/14 through 8/1/15 ** Based on 3% annual growth *** Based on measurements taken in the Spring of 2015

BIBLE BAPTIST - MASTER PLAN | OCTOBER 25, 2015 ****Based on rulesCHURCH of thumb for worship spaces

160

STORAGE

* Based on hand-recorded attendance data from 8/1/14 through 8/1/15 ** Based on 3% annual growth *** Based on measurements taken in the Spring of 2015 * Basedononrules hand-recorded data from 8/1/14 through 8/1/15 ****Based of thumb for attendance worship spaces

Cornerstone Couples

67.1%

ADULT ADULT

200

Sunshine

57.9%

ORCHESTRA

SMALL PRACTICE ROOM

Adult Spaces - 2nd Floor

Deaf

50.3%

ADULT

2. 3.

College & Career

49.9%

43.4%

64 Seats

Average Attendance

Adult Sunday School

80.0%

Bible Baptist Church Master Plan - Programming Report

240

Builders

37.5%

526

Adult Spaces - 1st Floor

Total Adult

Current seating capacity*** Average

BAPTISTRY SUITE

AdultAdult Attendance Since April Attendance since2012 April 2012 280

Wednesday PM

Projected 5-year Projected 10-year average attendance average attendance Recommended attendance as a as a percentage of as a percentage of Projected 5-year Projected 10-year percentage of seating capacity**** seating capacity seating capacity average attendance average attendance 526 Current average attendance 68.3% 80.0% as a Recommended attendance as a as a percentage79.1% of as a percentage91.7% of 44.1% percentage of seating capacity**** 51.1% seating capacity 59.3% 526 percentage of seating capacity 80.0% seating capacity 68.3% 79.1% 91.7% 526 80.0% 37.5% 43.4% 50.3% 526 80.0% 44.1% 51.1% 59.3% 526 80.0% 49.9% 57.9% 67.1% Current average attendance as a percentage of seating capacity

Average

77 Seats

February 28, 2016

Sunday PM

Current seating capacity***

BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015 BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015

OUTREACH Administration Spaces - 1st Floor

1. LAUNDRY

PANTRY

CLOTHES

3. 4. 5. 6. 7.

MENS LOCKER

ADMINISTRATION

Relationship Diagram

2199 SF 702 SF

February 28, 2016

%28 %28

8. 9.

Administration Spaces - 2nd Floor

Workroom Janitorial Church Office Information Center Pastor’s Office Finance Office Staff Office Staff Office Staff Office

ADMINISTRATION Relationship Diagram

133 SF 151 SF 146 SF 77 SF 328 SF 62 SF 250 SF 181 SF 180 SF

WORKROOM

STAFF RR

STOR.

OFFICE WORKSTATIONS

STORAGE

PASTOR’S OFFICE

OFFICE

MULTIPURPOSE ROOM OFFICE

COTS

WOMENS LOCKER

CONFERENCE

4 6

OFFICE

7 RECEPTION

ENTRANCE

February 28, 2016

FOOD SERVICE & EVENTS Food & Event Spaces - 1st Floor

1. 2. 3. 4. 5. 6. 7.

Food & Event Spaces - 2nd Floor

Fellowship Hall Kitchen Pantry Tables & chairs Youth room Youth kitchen Tent

February 28, 2016

FOOD SERVICE & EVENTS

GATHERING, CIRCULATION, & RESTROOMS

Relationship Diagram

Gathering, Circulation, & Restrooms - 1st Floor

2199 SF 456 SF 165 SF 58 SF 1491 SF 265 SF

February 28, 2016

1. 2.

Foyer Courtyard

Gathering, Circulation, & Restrooms - 2nd Floor

GATHERING, CIRCULATION, & RESTROOMS Relationship Diagram

1630 SF

STORAGE COVERED DROP-OFF

MENS RR TRASH/RECYCLING OUTDOOR COOKING

FELLOWSHIP HALL

KITCHEN + STORAGE

WOMENS RR BOOK STORE

COFFEE

6 LAUNDRY

FOYER

WOMENS RR

MENS RR

1 TABLES

WELCOME

FAMILY RR

2 1

FAMILY RR

MAIN ENTRANCE

ENTRANCE

February 28, 2016

OVERALL ATTENDANCE By MinistryATTENDANCE Area Since April 2012 CURRENT

PROJECTED ATTENDANCE & SPACE NEEDS Annual Growth Rate:

By Ministry Area Since April 2012 Sunday AM Worship**

Adult SS*

Children’s SS & Jr. Church*

Youth SS*

Preschool SS*

Bus Ministry*

Attendance

500 450 400

Worship

350 300

Worship Education

250 200 150 100 50

4/1/12 4/22/12 5/13/12 6/3/12 6/24/12 7/15/12 8/5/12 8/26/12 9/16/12 10/7/12 10/28/12 11/18/12 12/9/12 12/30/12 1/20/13 2/10/13 3/3/13 3/24/13 4/14/13 5/5/13 5/26/13 6/16/13 7/7/13 7/28/13 8/18/13 9/8/13 9/29/13 10/20/13 11/10/13 12/1/13 12/22/13 1/12/14 2/2/14 2/23/14 3/16/14 4/6/14 4/27/14 5/18/14 6/8/14 6/29/14 7/20/14 8/10/14 8/31/14 9/21/14 10/12/14 11/2/14 11/23/14 12/14/14 1/4/15 1/25/15 2/15/15 3/8/15 3/29/15 4/19/15 5/10/15 5/31/15 6/21/15 7/12/15

OVERALL ATTENDANCE

Wednesday PM*

600 550 500 450 400 350 300 250 200 150 100 50

morning Does Sunday not include juniorworship church

440 350

500 400

Does not include junior church Regular events

300 1,033

350 1,210

400 1,400

Regular events

Total Campus

1,033

1,210

1,400

7/26/15

7/5/15

7/19/15

7/12/15

6/28/15

6/21/15

6/14/15

6/7/15

5/31/15

5/24/15

5/17/15

5/3/15

5/10/15

4/26/15

4/19/15

4/12/15

4/5/15

3/8/15

3/29/15

3/22/15

3/15/15

3/1/15

2/22/15

2/15/15

2/8/15

2/1/15

1/4/15

1/25/15

1/18/15

1/11/15

BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015

* Based on hand-recorded attendance data from 1/1/15 through 8/1/15

Bible Baptist Church Master Plan - Programming Report

Recommend Projected 5-year space need area (square 5-year Recommend (square feet) feet) **** Projected space need area (square (square feet) feet) **** 1,800 2,100

Projected 10year space need Projected 10(square feet) year space need (square feet) 2,400

PRESCHOOL 4,420 SF

WORSHIP 13,870 SF

CHILDREN 6,140 SF

ADULT 6,940 SF

1,630 9,316

1,800 7,200

2,100 8,400

2,400 9,600

Size should be 1/4AV, thespaces size of &the worship center Includes backstage rooms

Worship Education

9,316 8,858

7,200 10,500

8,400 12,000

9,600 14,000

Current area excludes classes that meet in the sanctuary. classes that Includes AV, spacesIncludes & backstage rooms meet in the fellowship hall

14,000 1,800

Current area excludes classes that meet in the sanctuary. Includes classes that AVL room meet inIncludes the fellowship hall

1,147 2,655

1,300 5,600

1,600 6,500

1,800 7,600

AVL room Seated regular fellowship events. Includes kitchen Includes and fellowship hall

2,655 23,606

5,600 26,400

6,500 30,600

7,600 35,400

Seated regular fellowship events. Includes kitchen and fellowship hall

23,606 6,084

26,400 4,400

30,600 7,700

35,400 8,800

6,084 26%

4,400 25%

7,700 25%

8,800 25%

26% 29,690

25% 30,800

25% 38,300

25% 44,200

12,000 1,600

BUS & TRANSPORTATION

PRESCHOOL

OUTREACH 3,500 SF

Total Campus (assignable) Circulation, Restrooms, Storage, & Exterior Walls. Circulation, Restrooms, Storage, & Exterior Walls. Total Campus (gross)

10,500 1,300

AVLT

WORSHIP & MUSIC

ADULT

BUS & TRANSPORTATION 4,000 SF

ADMINISTRATION

Size should be 1/4 the size of the worship center

Food Campus Service / Events Total (assignable)

8,858 1,147

FOOD SERVICE & EVENTS 8,340 SF

OUTREACH

Current area (square feet) *** Current area (square feet) *** 1,630

Gathering Worship

Administration Food Service / Events

OVERALL CAMPUS Relationship Diagram

GATHERING 4,450 SF

A/V/L/T 650 SF

Gathering

Education Administration

* Based on hand-recorded attendance data from 8/1/14 through 8/1/15 ** Based on recorded attendance data from Connect Point from 4/1/12 through 8/1/15

420 440

Sunday morning worship

500 500

374 300

Food Campus Service / Events Total

By Service Time Since January 2015

Sunday PM*

(people)** 420

359 374

Projected 10year attendance Projected 10(people)** year attendance (people)** 500

Space Needs

By Service Time Since January 2014 Sunday School*

Projected 5-year attendance Projected 5-year (people)** attendance

Education Food Service / Events

* Based on recorded attendance data from Connect Point from 4/1/12 through 8/1/15 ** Based on hand-recorded attendance data from 8/1/14 through 8/1/15

Sunday AM*

OVERALL CAMPUS Area Comparison Diagram

Current average attendance Current(people)* average attendance (people)* 359

GATHERING

YOUTH 4,520 SF

FACILITIES 950 SF FACILITIES

YOUTH ADMINISTRATION 2,150 SF FOOD SERVICE & EVENTS

CHILDREN

ENTRANCE

29,690 38,300 44,200 Campus (gross)data from Connect Point from * Total Based on recorded attendance 4/1/12 through 8/1/1530,800 ** Based on 3% annual growth *** Based on measurements taken in the Spring of 2015 ****Based on rules of thumb developed by Baptist General Convention of Texas http://texasbaptists.org/ministries/connections/church-architecture February 28, 2016

Bible Baptist Church Master Plan - Programming Report

February 28, 2016

1 1

As part of my ini al inves ga on, I gathered data from three separate sources: 1) as-built drawings from measurements and photographs 2) ve years of a endance records for each ministry area 3) A series of surveys I distributed to ministry leaders and par cipants throughout the congrega on. I analyzed this data to iden fy trends within the church and to * Based on hand-recorded attendance data from 1/1/15 through 8/1/15

BIBLE BAPTIST CHURCH - MASTER PLAN | OCTOBER 25, 2015

iden fy which ministry areas have and will have the greatest facility needs. I was able to use the survey answers to iden fy several overall guiding principles and project priori es. All of this data was compiled into a programming report and provided to the master planning team to use as a guide to inform the next steps of planning process.

CHARRETTE

INITIAL CONCEPT DIAGRAMS EXISTING BUIDLINGS PROPOSED BUILDINGS NORTH

OPTION 1 - “CONNECTOR”

OPTION 2 - “CONNECTOR PLUS”

OPTION 3 - “SEPARATE”

OPTION 4 - “WESTWARD”

OPTION 5 - “NORTHWARD”

OPTION 6 - “NEW SANCTUARY”

PREFERRED CONCEPT DIAGRAM (OPTION 2) GATHERING WORSHIP EDUCATION FELLOWSHIP ADMINISTRATIVE SERVICE NORTH

FINAL SCHEMATIC PLAN - 1ST FLOOR

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.

NEW CONSTRUCTION RENOVATION NEW COVERED EXTERIOR AREA EXISTING (NO WORK) STORAGE NORTH

GATHERING / FOYER INFORMATION CENTER COFFEE COUNTER FIREPLACE AUDITORIUM PLATFORM BACKSTAGE AUDIO / VIDEO / LIGHTING BOOTH MOVABLE PARTITION COUNSELING ROOM FELLOWSHIP HALL / SPANISH CHURCH KITCHEN RESTROOM WITH SHOWERS CHIDREN’S CHECK-IN

15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28.

CHILDREN’S CLASSROOM ADULT CLASSROOM JANITOR ELEVATOR STAIRS STEEPLE DROP-OFF COVERED WALKWAY COURTYARD PLAYGROUND LAWN OUTDOOR COOKING AREA TRASH ENCLOSURE TRANSFORMER / ELECTRICAL

19 S

14 10

19 19

27 1

11 S

6 24

23 16 9

7 19

FINAL SCHEMATIC PLAN - 2ND FLOOR 1. 2. 3. 4. 5. 6. 7.

AUDIO / VIDEO / LIGHTING ROOM MOVEABLE PARTITIONS BAPTISTRY SUITE NURSERY KITCHEN / WORKROOM MOTHER’S ROOM CHILDREN’S ASSEMBLY

2 8

8. 9. 10. 11. 12. 13. 14.

CHILDREN’S CLASSROOM SNACK KITCHEN YOUTH ASSEMBLY YOUTH CLASSROOM GAME AREA ADULT CLASSROOM CHURCH OFFICES

15. 16. 17. 18.

RECORDING STUDIO ELEVATOR STAIRS STEEPLE

9 17

12 4 2

14 11

GATHERING SPACE BELOW

WORSHIP SEATING & PLATFORM BELOW

MADE WORK

SEATTLE, WASHINGTON About

Much of my family history and forma ve in uences revolved around the physical construc on of objects and structures. The applica on of cra and skill is ingrained into who I am as an architect and manifests itself in the objects I construct. In the past, my focus has been on interior objects and furnishings. Many of those projects had been created in response to a par cular need or desire within my home. Recently, I have begun to explore other project types in addi on to my dwelling-oriented projects. These have ranged from transporta on, to games & toys.

BIKE CARGO TRAILER

PINEWOOD DERBY CARS

PUTT-SKEE

FURNITURE & ART

ANDREW STEWART

ARCHITECT