Design Work

// PORTFOLIO J a re d M i l n e D e s i gn Wo r k 2 0 1 5 - Pre s e nt

// BLACK SHED Vo lun tee r In the fa ll o f 2 015, a s m all gr oup of ar chit ec t u r e stu de nts a t W a s hingt on St at e Univ er s it y be g a n the co nstruc tion phas e of a des ign- build pr o j e c t .

Stu de nts ha ve com m it t ed t hem s elv es t o pr ov i d i n g a sma ll stora ge s hed f or t he W hit e Spr ing R a n c h Museu m in Ge nes ee, I daho. This is t he f i r s t stu de nt-direc ted des ign- build under t ak ing in t h e rec en t history of t he ar chit ect ur e pr ogr am at t h e Sc ho ol o f Design and Cons t r uct ion. I n add i t i o n to se rvin g the m us eum , t his pr oject has ena b l e d stu de nts to o bt ain pr act ical ex per ience f r o m a rea l-world a pplicat ion. Ex pos ur e t o pr o j e c t man ageme nt, p has ing, es t im at ing, ar chit ec t u r a l de tailin g, stru ct ur al des ign, and com m o n co nstruc tion pra ct ices ar e jus t s om e of t he m a n y be ne fits. Th e sh ed is pr oject ed t o be com plet e d i n the spring of 2 017.

// BLACK SHED Vo lun tee r | Ongoing In the fa ll o f 2 015, a s m all gr oup of ar chit ec t u r e stu de nts a t W a s hingt on St at e Univ er s it y be g a n the co nstruc tion phas e of a des ign- build pr o j e c t .

Stu de nts ha ve com m it t ed t hem s elv es t o pr ov i d i n g a sma ll stora ge s hed f or t he W hit e Spr ing R a n c h Museu m in Ge nes ee, I daho. This is t he f i r s t stu de nt-direc ted des ign- build under t ak ing in t h e rec en t history of t he ar chit ect ur e pr ogr am at t h e Sc ho ol o f Design and Cons t r uct ion. I n add i t i o n to se rvin g the m us eum , t his pr oject has ena b l e d stu de nts to o bt ain pr act ical ex per ience f r o m a rea l-world a pplicat ion. Ex pos ur e t o pr o j e c t man ageme nt, p has ing, es t im at ing, ar chit ec t u r a l de tailin g, stru ct ur al des ign, and com m o n co nstruc tion pra ct ices ar e jus t s om e of t he m a n y be ne fits. Th e sh ed is pr oject ed t o be com plet e d i n the spring of 2 017.

Th e existin g buildings on s it e ar e full of artifa cts leav ing no r oom f or se ason al sto rag e of out door f ur nit ur e an d to ols. Th e pr opos ed 192 s q. f t . sh ed will pro v ide s pace t o hous e the se items for the f or es eeable f ut ur e.

N

Perforated Rainscreen

Door-2.5' Rough Opening

Th e existin g buildings on s it e ar e full of artifa cts leav ing no r oom f or se ason al sto rag e of out door f ur nit ur e an d to ols. Th e pr opos ed 192 s q. f t . sh ed will pro v ide s pace t o hous e the se items for the f or es eeable f ut ur e.

Grade Beam Bent Steel Stair

So u th Elevation

A5

N

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

T h e sh e d de si gn w a s insp ired b y a historic c e l l a r th a t w a s bu i l t in the same location as th e Bl a c k Sh e d’ s si te. A p atterned charred w o o d r a i n - sc r e e n r esp ond s to the texture a n d c o l o r o f th e w o r n wood from one of the o l de st l o g c a bi n s o n the ranch.

Ridge 15'-1 1/4"

2x10 Ridge Beam 2x4 Purlins

Loft 9'-1 3/4"

Blocking Double Top Plate Translucent Plexiglass Sheet Vertical Furring Horizontal Furring Typ. 2x6 Stud

Finish Floor 0'-0"

EW BUILDING SECTION SCALE: 1/4" = 1'-0"

E W S e c t i on B

A8

Double Sole Plate 2x8 Incised Joist Double 2x10 Incised Girder

DJ

DRAWN BY

November 2, 2016

DATE:

Ridge 15'-1 1/4"

2x10 Ridge Beam

Loft 9'-1 3/4"

Blocking Double Top Plate Translucent Plexiglass Sheet

CLIENT

Vertical Furring Horizontal Furring

White Spring Ranch Museum and Archive 1004 Lorang Rd Genesee, ID 83832

2x4 Purlins

Typ. 2x6 Stud

Finish Floor 0'-0"

White Spring Ranch Black Shed

EW BUILDING SECTION

A.5.1

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

E W S e c t i on B

A8

Double Sole Plate 2x8 Incised Joist Double 2x10 Incised Girder

Study Model

Study Model

Constructed Building

Student M em ber s

F a c u l t y A d v i s o rs

Special Thanks

Chris O pdy k e Drew J eps en Jare d M ilne Jason J ohns on Ma rian et h Becer r il Matth ew St aley Ric ha r d Car los Vlan ka Cat alan

David Drake Max Kirk Nadia Frye Paul Hirzel Taiji Miyasaka

Atlas Concrete Bennett Lumber Northwest Partners LLC P u l l m a n B u i l d i n g S u ppl y WS R A d v i s o r y B o a r d

Student M em ber s

F a c u l t y A d v i s o rs

Special Thanks

Chris O pdy k e Drew J eps en Jare d M ilne Jason J ohns on Ma rian et h Becer r il Matth ew St aley Ric ha r d Car los Vlan ka Cat alan

David Drake Max Kirk Nadia Frye Paul Hirzel Taiji Miyasaka

Atlas Concrete Bennett Lumber Northwest Partners LLC P u l l m a n B u i l d i n g S u ppl y WS R A d v i s o r y B o a r d

// PIONEER CROSSING R et a il Shopping Center Cur rent ly unde r co n st ru c t io n Lo cated in Puya llu p, WA , Pio n eer Cro ssin g i s a ne w sho pping center feat u r in g 5 sep a rate re ta i l building s a nchored by a n ew S a feway sto re. A f a s tpa ce d schedule t h ro u gh b o t h d esign p ro d u c t io n a n d const ruc t io n requ ired d iligent co o rd in at io n b et we e n inter na l tea m mem b ers, o u t sid e co n su lt a nt s, a n d th e g e ne ra l co nt ra c to r.

Projec t R ole s: -

R e vit mo de l man a ger D e sign le a d for ret a il b u ild in gs Pe r mit t ing co o rd in ato r fo r ret a il b u ild in gs Pr ima r y suppor t d u r in g C A p h a se

// PIONEER CROSSING R et a il Shopping Center Cur rent ly unde r co n st ru c t io n Lo cated in Puya llu p, WA , Pio n eer Cro ssin g i s a ne w sho pping center feat u r in g 5 sep a rate re ta i l building s a nchored by a n ew S a feway sto re. A f a s tpa ce d schedule t h ro u gh b o t h d esign p ro d u c t io n a n d const ruc t io n requ ired d iligent co o rd in at io n b et we e n inter na l tea m mem b ers, o u t sid e co n su lt a nt s, a n d th e g e ne ra l co nt ra c to r.

Projec t R ole s: -

R e vit mo de l man a ger D e sign le a d for ret a il b u ild in gs Pe r mit t ing co o rd in ato r fo r ret a il b u ild in gs Pr ima r y suppor t d u r in g C A p h a se

10

RIGID INSULATION AND COVER BOARD, RE SPECIFICATIONS

12

INFILL METAL FRAMING

13

EXTERIOR GRADE SHEATHING, RE STRUCTURAL DRAWINGS

14 15

H

1'-4 1/2 " 8"

5 1/2

"

12

1'-0"

4

11 1/2"

SPLIT FACED CMU - PAINTED, RE STRUCTURAL DRAWINGS ALUMINUM STOREFRONT SYSTEM, RE SPECIFICATIONS

18

INSULATED LOW 'E' GLAZING, RE WINDOW TYPES AND SPECIFICATIO

19

AUTO DOOR SYSTEM, RE DOOR SCHEDULE

20

EXTERIOR FIBER PANEL FINISH SYSTEM, RE BUILDING ELEVATION

21

EXTERIOR METAL PANEL FINISH SYSTEM, RE BUILDING ELEVATIONS

22

GYPSUM BOARD OVER METAL FURRING STRIPS, RE DETAILS

23

GYPSUM BOARD OVER METAL FRAMING, RE DETAILS

24

WALL BASE AS SCHEDULED

25

WALL FURR-OUT BEYOND

26

METAL CANOPY STRUCTURE, RE STRUCTURAL DRAWINGS

27

STEEL COLUMN, RE STRUCTURAL DRAWINGS STAINLESS STEEL COLUMN WRAP GYPSUM BOARD CEILING SYSTEM

30

SUSPENDED LIGHT FIXTURE, RE ELECTRICAL DRAWINGS

31

OVERHEAD ROLLING DOOR, RE DOOR SCHEDULE

32

2' X 4' SUSPENDED CEILING SYSTEM

33

4" RIGID INSULATION AT FOUNDATION WALL

34

FOOTING DRAIN PER SPEC

6

B

9

D

1

A

1

9

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

2 A4.2

18

5

"

2 A4.2

T.O. HIGH PARAPET 20' - 0"

5'-0"

2'-4"

OPP 2 A-561

2 A-561

8"

6

17

8"

11"

1 A4.2

5

T.O. CMU 126' - 0"

5 1/2"

1 A-561

5

T.O. CMU 126' - 0"

1 A4.2

5

T.O. HIGH T.O.PARAPET CMU 126' - 0" 20' - 0"

T.O. MID PARAPET 20' - 0"

T.O. CMU 126' - 0"

4 1/2"

T.O. C 126'

11 3 A4.2

3 A-561

1'-0"

1'-0"

6W6

8

6W6 6W 6

11 1'-0"

1/4"

5 A-561

3 A4.2

R1 6

1/4"

1/4"

15

T.O. LOW PARAPET 16' - 0" 6 A3.23

SEAL

1'-1 1/4"

5'-0"

SMOOTH FACED CMU - PAINTED, RE STRUCTURAL DRAWINGS

17

29

F

7

EIFS OVER FOAM, RE SPECIFICATIONS AND DETAILS

16

28

9

CONCRETE WALL FOOTING, RE STRUCTURAL DRAWINGS

11

R1

5 A-561

R1

R1

10 5 A3.23 A-561

R1

15

29 15

8 29 10 A3.23

6W1

3'-0"

T.O. TOP PLATE 11' - 1 1/2"

TRUSS PER STRUCTURAL

T.O. STOREFRONT 10' - 0"

BEAM PER STRUCTURAL

6W1

T.O. TOP PLATE 11' - 1 1/2"

TRUSS PER STRUCTURAL

T.O. STOREFRONT 10' - 0"

TRUSS PER STRUCTURAL

9

BEAM PER A8.2 STRUCTURAL

3'-0" 2 A-551

3 A-551

B.O. AWNING 111' - 0"

BEAM PER STRUCTURAL

B.O. AWNING 111' - 0"

9 A8.2

T.O. STOREFRONT 10' - 0"

T.O. STOREFRONT 10' - 0" 1 6 A-551 A-351

B.O. AWNING 111' - 0"

6W1

T.O. TOP PLATE 11' - 1 1/2"

T.O. TOP PLATE 11' - 1 1/2"

PROJECT

15

6W3

TRUSS PER STRUCTURAL

23

BRACING PER STRUCTURAL

6'-0"

REVISION

BEAM PER B.O. AWNING STRUCTURAL 111' - 0"

B.O. AWNING 111' - 0"

29

B.O. AWN 9 111'T

29

6W5 6W3

15

DATE

15

11.12

BCRA NO

ENTRANCE VESTIBULE FLORAL PREP 167 SF

24433 SF

T.O. SILL 2' - 0"

22

3

FINISH FLOOR 100' - 0"

33

F1

2

2

FINISH FLOOR 0"

1

34

5/28/2019 2:33:58 PM

24x36

12/20/2018 5:08:55 PM

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

Wa ll S e c t io n @ S a feway

6W4

F1

2

24" R-10 PERIMETER RIGID INSUL 1

FINISH FLOOR 100' - 0"

FOOTING PER STRUCTURAL

1

4 A-351

REVIEWE

SHEET TI

T.O. SILL 2' - 0"

34

FINISH FLOOR FINISH FLOOR 0" 100' - 0"

FOOTING PER STRUCTURAL

4

36x4 8

3 A-591

9 A-351

DRAWN B

16

4 A1.11

24" R-10 PERIMETER RIGID INSUL

2 34

34

FINISH FLOOR 100' - 0" 4

4

F1 6W1

1

2 A-591

WAL

1 A-591

F1

2

FINISH FLOOR 0"

FINISH FLOOR FINISH FLOOR 100' - 0" 0"

34

1

2

24" R-10 PERIMETER RIGID INSUL

3

2

34

FINISH FLOOR 100' - 0"

4

1

F1

FINISH FLO 100'

4

FOOTING PER FOOTING PER STRUCTURAL STRUCTURAL

© COPY

4

SHEET

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

SECTION 2 3 WALL WALL 1/2" = 1'-0" SECTION 1/2" = 1'-0"

SECTION 4 WALL 1/2" = 1'-0"

Wa l l S e c ti o n @ O u tbu i l d i n g

SECTION 3 WALL 1/2" = 1'-0" 5 WALL SECTION 1/2" = 1'-0"

1/3/2019 11:11:00 AM

4 24" R-10 PERIMETER RIGID INSUL

7 A-351

MAIN SALES

9

24x3 6

1134 SF

19 A3.23

17123

15

SECTION 6 WALL 1/2" = 1'-0"

Wa l l S e c ti o n SECTION 1 WALL 1/2" = 1'-0"

SECTION 7 WALL 1/2" = 1'-0"

@ O utbui ld i ng

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

IF SHEET MEASURES LESS THAN 36"X48", IT IS A REDUCED PRINT. REDUCE SCALE

1

34

FINISH FLOOR 100' - 0" 4

4

F1 6W1

1

2 A-591

FINISH FLOOR 0"

F1

FINISH FLOOR FINISH FLOOR 100' - 0" 0"

34

1

2

24" R-10 PERIMETER RIGID INSUL

2

34

FINISH FLOOR 100' - 0"

4

1 3

4

Wa l l S e c ti o n @ O u tbu i l d i n g

AEP

SF06

FC3

SF05

4'-0"

4'-0"

R1

4'-0" FC2 EQ

SF05

SF04

SF03

SF01

T.O. TOP PLATE 11' - 1 1/2"

AL AL

SF03

SF04

1

EQ

T.O. MID PARAPET 3'-2" 3'-8" 4'-0" 20' - 0"4'-0"

BCRA NO.

FC2

SF08

FC1

5

3

B A-301

2

6

FC1 4'-0" 3'-8" 3'-8" 3'-8" 4'-0" 4'-0" 4'-0" 3'-6" EV05 4'-0" 3'-8" F1 24" R-10 PERIMETER RIGID INSUL

17123

EQ

SH

F

F

3

5

STL BLOCKING PER 9 STRUCTURAL FC2 FC3

FC3

D

4

0

7'-10"

4'-2"

12'-0"

EV01

FINISH FLOOR 0"

EV05

DRAWN BY: Author REVIEWED BY:

SECTION 7 WALL 1/2" = 1'-0"

8

EV02 11

SF03

SF01 SF09 1

F

B

3

2

1

SF03

A-312

1

2 A-301

SH 3'-8"

STL

CONSTRUCTION SET

A3.21

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

IF SHEET MEASURES LESS THAN 36"X48", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY

CONSTRUCTION SET

CMU STL

H

CMU

G

AL

9

F

FC3

FC2

FOOTING PER STRUCTURAL

C

4'-0"

4'-0"

4'-0"

EV05

4'-0"

4

8

16

12'-0"

12'-0"

3

A3.11

5

4

TYPE E

MANUFACTURER F

FIBER CEMENT PANEL

HARDIE

PT

FC2

FIBER CEMENT PANEL

HARDIE

PT

FC3

FIBER CEMENT LAP SIDING

CMU SH

5

FC1

SF05

CMU

8'-0"

5

EV04

EV04

SF03 SF05

5

6

F

A3.11

CMU

15'-0"

EXTERIOR WALL LIGHT FIXTURES, REFER TO MANUFACTURER SPECIFICATIONS AND ELECTRICAL DRAWINGS.

MUTUAL MATERIALS

SPLIT FACE

AEP

FF

COOL- DARK BRONZE PMC 20.26.300 NONRESIDENTIAL DESIGN REVIEW STANDARDS

PT

DRS 1. WALL (TO MODULATION MATCH SH)

3 EXTERIOR - DESIGN GUIDELINES MOUNTAINELEVATIONS BROWN

AEP

0

8

F EV01

16

5

F

2

1

A-301

A-301

3'-6"

EQ

SF09

FC1

SF09

16'-0"

2'-0" 3'-6"

3'-6"

SH

WD

G BEYOND H LINE OF ROOF 5

F

EV02

4 FUTURE SIGNAGE - UNDER SEPERATE PERMIT

EV03

MECHANICAL SCREEN

EV04

EXTERIOR WALL SCONCE

EV05

RECESSED CAN LIGHT. CENTERED AND ALIGNED IN SOFFIT

SHEET TITLE

EV01

WALL SECTIONS

B

F

B

1

3

2

SF02

5

SF06

4

EQ

4

8

SCALE: 1/8" = 1'-0" 16

8

© COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED

100' - 0"

T.O. STOREFRONT 10' - 0"

- 4' HEIGHT CHANGE FOR WALLS LESS THAN 50' E - 8' HEIGHT CHANGE FOR WALLS GREATER THAN 50' SF06 4

DRS 4. TRANSPARENCY

0

4

8

16

T.O. SILL 2' - 0"

FINISH FLOOR 0"

A

0

7

= 1'-0"

5

4

A3.10

F

4

4

2 TYP

2

8

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

BUILDING ADDRESS. PROVIDE 12" HIGH ADDRESS NUMBERS VISIBLE FROM STREET. ADDRESS NUMBERS AND LOCATIONS TO BE VERIFIED WITH CITY FIRE OFFICIALS PRIOR TO INSTALLATION.

16

6" CONC BASE AT ALL FULL HEIGHT EIFS WALL

10

4

D

C

B

1

2

A-301

A-301

A

X

REVISIONS

TENANT REVISIONS

A

SPLIT FACE CMU

B

SMOOTH FACE CMU

05.28.2019

FIBER CEMENT SIDING

C

DATENICHIHA VINTAGE WOOD "BARK"

11.12.2018 BCRA NO.

16

WALL PANEL SYSTEM

IMETCO "EPIC BRONZE" 17123

D

DRAWN BY:

REVIEWED BY: SHEET TITLE EIFS

E

EXTERIOR ELEVATIONS

F

STOREFRONT & METAL COPING

G

METAL GRATE

COLOR:

X

© COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED SHEET

1

SHERWIN WILLIAMS #7540 "ARTISAN TAN"

A-201

2

SHERWIN WILLIAMS #6120 "BELIEVABLE BUFF"

3

SHERWIN WILLIAMS #7046 "ANONYMOUS"

4

SHERWINCONSTRUCTION WILLIAMS #6154 SET "NACRE"

5

SHERWIN WILLIAMS #7048 "URBANE BRONZE"

6

SHERWIN WILLIAMS #6040 "LESS BROWN"

REVISIONS

8 A3.11

TRUCK DOCK LEVELER, SOFT SHELTER, BUMPER AND RELATED ACCESSORIES FURNISHED BY OWNER AND INSTALLED BY G.C.

15

D es ign l angu age was imp l emented in s imil ar fas hion to al l b u il ding as a means of vis u al l y connec t ing t he s ite.

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

A3.11

LINE OF MECHANICAL UNITS BEYOND.

14

9

16

5

OVERLOW SCUPPER DRAIN. PROVIDE MOUNTING PLATES AND BIRD SCREENS.

13

MATERIALS:

T.O. LOW PARAPET 16' - 0" - NO WALL WIDER THAN 2.5 TIMES THE HEIGHTFINISH FLOOR

A-311 4 WEST ELEVATION (DRIVEWAY)

12

EXTERIOR FINISHES

B.O. AWNING

DRS 2. BUILDING WALL AND ROOF MODULATION

B

EXTERIOR WALL CONTROL JOINTS.

7

PMC 20.26.300 - NONRESIDENTIAL12'-0" DESIGN REVIEW STANDARDS

- 60% OF WALL = NON-REFLECTIVE GLAZING

FC3

STOREFRONT WINDOW AND DOORS, RE: DOOR SCHEDULE

9

T.O. CMU 126' - 0"

EV04

1/8" CONSTRCUTION SET F

F

16

T.O. ENTRY FRAMING 133' - 0"

A

SF06

ROLL-UP RECEIVING DOOR WITH DOCK BUMPER AND SHELTER, TYP.

8

A3.11

DRS 3. ROOFLINIE MODULATION F

8" DIA ILLUMINATED BOLLARDS, SPACED 12'-0" O.C. REFER TO CIVIL DRAWINGS FOR LOCATIONS AND ELECTRICAL DRAWINGS.

7

ADJACENT FINISHES.

3'-6" 3'-6" 2'-0" 111' - 0" DRS 1. WALL MODULATION EV03 T.O. HIGH PARAPET - MAXIMUM WALL LENGTH = 100' BEFORE MODULATION REQUIREMENTS 20' - 0"

REVIEWED BY:

C

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

8

6

10 P.ROOF LINE BEYOND. DOUGLAS STATE OF EXTERIOR DOOR, RE: DOOR SCHEDULE. PAINT TO MATCH 11

FINISH FLOOR 100' - 0"

4 A2.2

B

SH

3'-6"

DRAWN BY:

9

0

0

5

4

METAL AWNING CANOPY WITH SUSPENSION ROD

REGISTERE AND WINDOW SCHEDULE ARCHITEC

- 60% OF WALL = NON-REFLECTIVE GLAZING

SHEET

STL

SEAL B.O. AWNING 111' - 0"

DRS 2. BUILDING WALL AND ROOF MODULATION SW7048 "URBANE BRONZE" - NO WALL WIDER THAN 2.5 TIMES THE HEIGHT

PT

10'-8"

T.O. STOREFRONT 10' - 0"

T.O. SILL 2' - 0" FINISH FLOOR 0"

1, 2

566 - MAXIMUM WALL LENGTH = 100' BEFORE MODULATION REQUIREMENTS COOL DARK BRONZE

FF

4

17123

4

4'-0"

SF09

BCRA NO.

D

1

4'-0"

STARBUCKS COFFEE LOGO SIGNAGE, REFER TO SIGN MANUFACTURER FOR DETAILS AND RECOMMENDED INSTALLATION. UNDER SEPERATE PERMIT.

5

SUMMER WHEAT

EXTERIOR ELEVATIONS - DESIGN GUIDELINES

11.12.2018

SF09

SF03

FINISH FLOOR 0"

1

A3.11

1

3'-6"

4 T.O. CMU 126' - 0"

SHEET METAL

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

1

EV02

SECTION 4 WALL 1/2" = 1'-0" D

EQ

SF09

24" R-10 PERIMETER T.O. MID PARAPET RIGID INSUL 20' - 0"

T.O. LOW PARAPET 16' - 0"

T.O. STOREFRONT 10' - 0" SF03 SF01

SF03

AL

E

C

EQ

SF09

F1 EV03 T.O. HIGH PARAPET 20' - 0" T.O. LOW PARAPET 16' - 0"

E

1

SF09

WD

1 A-591

4'-0"

9

FC3

F

A-301

SW6991 "BLACK MAGIC"

CMU - 4" VENEER

4

E.I.F.S. CORNICE W/ 22 GA. GALVANIZED SHEET METAL COPING CAP

EV05

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

0

"SAFEWAY" SIGNAGE, REFER TO SIGN MANUFACTURER FOR DETAILS AND RECOMMENDED INSTALLATION UNDER SEPERATE PERMIT.

2

3

EXTERIOR ELEVATIONS SHEETNOTES

E

1

SW6154 "NACRE" RECESSED CAN LIGHT. CENTERED AND ALIGNED IN SOFFIT

FF

STL

5'-4"

REMARKS

5

F EXTERIOR WALL SCONCE

FINISH FLOOR 0"

A3.11

KEY NOTES

FUTURE SIGNAGE - UNDER SEPERATE PERMIT MECHANICAL SCREEN

COLOR

EV04

T.O. SILL 2' - 0"

D

T.O. SILL 2' - 0"

4

SH

4'-0"

FINISH FLOOR 0"

A3.11 A3.11

2

16

1

1

A3.10

STOREFRONT 1.T.O. CANOPY DECK TO BE AEP SPAN HR36 RIBBED METAL DECK W FACTORY KYNAR COATING TOP SIDE.MODULATION DRS 3.ON ROOFLINIE 10' - 0" 11 2. PAINT UNDERSIDE OF CANOPY DECK TO MATCH SH. - 4' HEIGHT CHANGE FOR WALLS LESS THAN 50' 2 1 - 8' HEIGHT CHANGE FOR WALLS GREATER THAN 50' F B 3. INTEGRAL COLOR W SEALER B 1 3 2 DRS 4. TRANSPARENCY

SF05

A-301

FOOTING PER STRUCTURAL

FC2 FC3

A-301

8

LINE OF ROOF BEYOND

WOODTONE, RUSTIC SERIES

AL ALUMINUM SF T.O. LOW PARAPET 16' - 0" WD WOOD

EV02

EV03

FINISH

FC1

E 12'-0"

EV01

2

2

A3.10

T.O. STLHIGH PARAPET STEEL 20' - 0"

4

D SF09

3'-8"

SF01 SF09

ELEVATION (PARKING LOT) 2 SOUTH Bui ldELEVATION i ng C Elevati on 1/8" = 1'-0" WALL SECTION (PLAZA) 1/2" = 1'-0" 3 3 EAST 1/8" = 1'-0" 3 A2.2

SH 3'-8"

3'-8"

FINISH FLOOR EV01 0"

ELEVATION - SOUTH 3 EXTERIOR 1/8" = 1'-0"

© COPYRIGHT 2017 - BCRA, INC. ALL RIGHTS RESERVED

SHEET

4

SEAL

EXTERIOR ELEVATIONS SHEETNOTES

16 2

EV02 EXTERIOR ELEVATIONS - MATERIAL SCHEDULE

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

12'-0"

A3.10

4

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

10

A-301

2 EQ EQ A-591

EQ

FINISH FLOOR 100' - 0"

6

5

SF05

T.O. SILL 2' - 0" FINISH FLOOR 0"

6W3 F

SH

111' - 0"

3

3. INTEGRAL COLOR W SEALER

A

T.O. STOREFRONT 10' - 0"

TRUSS PER STRUCTURAL

C

2

A

COOL DARK BRONZE SW7048 "URBANE BRONZE" B.O. AWNING

5

T.O. LOW PARAPET 16' - 0"

6'-0"

5'-2"

EV02 SF03

EQ

4'-0"

EV02

TRANSPARENCYCMU AREA: 2' - 8'

12

12.21.2018

FF PT SF07

T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402

4'-0"

5'-2"

4'-0"

B

FC1 6W1

T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402

7'-0"

WOOD

1, 2

E PIONEER AND SHAW RD E PUYALLUP, WA

SF01

T.O. TOP PLATE 11' - 1 1/2"

1

SHEET TITLE

@ O utbui ld i ng

ALUMINUM SF

WD

3

T.O. CMU 126' - 0"

PIONEER CROSSING BUILDING B

CMU

WALL SECTIONS

Wa l l S e c ti o n SECTION 1 WALL 1/2" = 1'-0"

AL

MOUNTAIN BROWN

PROJECT

EV04

SF05

3'-6"

10"

SF05

EQ

EV03

SF05

B LOT) SOUTH (PARKING 2 Bui ld iELEVATION ngA B Elevati on 1/8" = 1'-0" ELEVATION (E PIONEER) 1 NORTH 1/8" = 1'-0"

7.6.2018 FINISH FLOOR 100' - 0"

4

1/2" = 1'-0"

(TO MATCH SH)

RETAIL BUILDING

2

8'-0"

1/2" = 1'-0"

PT

7'-0"

B

3

EQ

EV05

10

E PIONEER AND SHAW RD E PUYALLUP, WA

F

1

EQ

T.O. LOW PARAPET 4'-0" 16' -4'-0" 3'-6" 0"

4'-0"

12 TYP

4

MEETS DRS 2 3 A-561

60% REQUIRED; 64% PROVIDED - MEETS DRS 4

DATE

F1

4

SECTION 6 WALL 1/2" = 1'-0"

STEEL

DATE

FOOTING PER FOOTING PER STRUCTURAL STRUCTURAL

SECTION 3 WALL 1/2" = 1'-0" 5 WALL SECTION

COOL DARK BRONZE

STL

2. PAINT UNDERSIDE OF CANOPY DECK TO MATCH SH.

MARK

6'-0"

SF04

B

EV04

© COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED

SECTION 4 WALL 1/2" = 1'-0"

3'-8"

SF04

ELEVATION - WEST 9 BLOCKING PER 4 EXTERIOR FC3 1/8" = 1'-0" STRUCTURAL

05.28.2019

CONSTRUCTION SET

SF09

F 5

SUMMER WHEAT

0

2'-0"

SF04

1

SF03

2'-0"

SECTION 2 3 WALL WALL 1/2" = 1'-0" SECTION

FF

F

4

8'-0"

SF03

SHEET

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

3'-8"

4'-0"

4'-0"

EV02

TRUSS PER STRUCTURAL

WALL SECTIONS

1 A-591

SPLIT FACE

AEP

4

5

SHEET TITLE

2

FF

4 MUTUAL MATERIALS

SHEET METAL

T.O. CMU 126' - 0"

NEW STORE

FOOTING PER STRUCTURAL

24" R-10 PERIMETER RIGID INSUL

2 34

WOODTONE, RUSTIC SERIES

CMU - 4" VENEER

PROJECT

FINISH FLOOR 100' - 0"

4 A1.11

FIBER CEMENT LAP SIDING

A. AT CMU WALLS: INSTALL SMOOTH FACE BLACK AT LIGHT FIXTURE LOCATIONS. B. INSTALL SMOOTH FACE BLOCK 16" AROUND OVERHEAD DOOR OPENINGS THAT RECEIVE DOCK PADS. MATCH ADJACENT CMU COLORS, TYP. C. REFER TO STRUCTURAL DRAWINGS FOR EXTENT OF CAST IN PLACE CONCRETE FOUNDATION WALLS. D. TOP COURSE OF ALL CMU WALLS SHALL BE SMOOTH FACED BLOCK, REGARDLESS OF COLOR. E. GRADE ELEVATIONS TO BE VERIFIED WITH CIVIL DRAWINGS. F. SEAL ALL THRU WALL PENETRATIONS WEATHER TIGHT VERIFY QUANTITY AND LOCATIONS. PROVIDE BIRD SCREENS OVER ANY PIPE OPENINGS. G. PROVIDE CONTROL JOINTS IN MASONRY WALL AT (UNLESS OTHERWISE NOTED): 1. 4'-0" EACH SIDE OF INSIDE OUTSIDE BUILDING CORNERS 2. BUILDING HEIGHT CHANGES. 3. ENDS OF ALL LINTEL BEAMS SUPPORTING MASONRY OPENINGS. SEAL 4. MAXIMUM 32'-0" ELSEWHERE. 5. EITHER EDGE OF5664 MASONRY PILASTERS. SEE STRUCTURAL. REGISTERED H. PROVIDE WOOD BLOCKING FOR SIGNAGE AS REQUIRED. ARCHITECT VERIFY LOCATION OF BLOCKING. I. PROVIDE DAMP PROOFING AT WALL LOCATIONS WHERE GRADE IS ABOVE FINISH FLOOR ELEVATION. J. INSTALL REGULAR SMOOTH FACE BLOCK BEHIND CANOPY DOUGLAS P. OBERST AREAS. K. INSTALL REGULAR SMOOTH FACE BEHIND CONCRETE STATE OFBLOCK WASHINGTON CURBS. L. INSTALL REGULAR SMOOTH FACE BLOCK BEHIND EIFS LOCATIONS. M. PAINT EXPOSED GAS PIPING, CONDUIT, AND RELATED METAL TO MATCH ADJACENT FINISH. N. PROVIDE SOLID FINISHED ENDS TO EXPOSED SURFACES OF MASONRY UNITS: RECESSES, EXTENSIONS, RETURNS, JAMBS, ETC. COLOR SHALL MATCH FRONT FACE OF SAME MASONRY UNIT. O. MITER MASONRY UNITS AT INSIDE AND OUTSIDE CORNERS OF MASONRY EXTENSIONS. P. PROVIDE WATER REPELLENT TO ALL CMU, BRICK SURFACES. RECESSED COURSES SHALL ALIGN WITH ADJACENT COURSES. Q. INSTALL E.I.F.S. JOINTS AS INDICATED ON ELEVATIONS.

E PIONEER AND SHAW RD E PUYALLUP, WA

1

4'-0"

EV01

EV02

T.O. ENTRY FRAMING 133' - 0"

RETAIL BUILDING

Wa ll S e c t io n @ S a feway

24" R-10 PERIMETER RIGID INSUL

4'-0"

B

58'-1"

3 40'-0" A-301

3 EQ

3'-6"

F

E

1

SH

2'-0"

5/28/2019 2:33:58 PM

24x36

12/20/2018 5:08:55 PM

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

34

FINISH FLOOR FINISH FLOOR 0" 100' - 0"

FOOTING PER STRUCTURAL

4

F1

D

REVIEWED BY:

T.O. SILL 2' - 0"

6W4 2

F

3

4

SH

5 A-561 R1 1 1/4" / 1'-0" EV03

SW6991 "BLACK MAGIC"

SH

6'-0" TYP

FINISH FLOOR 0"

1

34

36x4 8

3 A-591

2

SH

SW6154 "NACRE"

PT

CMU

5'-2"

T.O. SILL 2' - 0" 9 A-351

2

EQ 6W 6

5/28/2019 2:33:54 PM

19 A3.23

F1

1/3/2019 11:11:00 AM

FINISH FLOOR 100' - 0"

33

24x3 6

3

4 A-351

WD

REVISIONS

17123 DRAWN BY: Author

16

T.O. SILL 2' - 0"

5

A3.10

A-301

2 EQ

REMARKS SHEET NOTES

PT 2

FC3

SF05

A-301

MEETS DRS 1

4'-0"

8 COLOR

FINISH

5

1. CANOPY DECK TO BE AEP SPAN HR36 RIBBED METAL DECK W FACTORY KYNAR COATING ON TOP SIDE.

10" 2'-11"

24433 SF

22

4 24" R-10 PERIMETER RIGID INSUL

7 A-351

MAIN SALES

9

HARDIE

5'-1"

167 SF

26'-6 1/4"

HARDIE

FIBER CEMENT PANEL

2'-0"

FLORAL PREP

T.O. STOREFRONT 10' - 0" 2'-6 5/8"

SF04

SF06

MANUFACTURER

FC2

15'-0"

BCRA NO.

15

1134 SF

C

2

2

99'-0"

EV01

TRUSS PER STRUCTURAL

PROJECT

11.12.2018

3'-6"

A3.11

EV02

6W5 DATE

EQ

SH

29

15

ENTRANCE VESTIBULE

SF06

3

A-301

4'-0" 3'-6"

6

3

4

T.O. MID PARAPET 20' - 0"

F

MEETS DRS 2 EQ

B.O. AWNING 9 111'TENANT REVISIONS - 0"

6W3

15

T.O. LOW PARAPET 16' - 0"

2 A2.2

7

FIBER CEMENT PANEL

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

2'-3"

1

REVISIONS

BEAM PER B.O. AWNING STRUCTURAL 111' - 0"

29

T.O. HIGH PARAPET 20' - 0"

EV01

DOUGLAS P. STATE OF

RETAIL BUILDING

BRACING PER STRUCTURAL

B.O. AWNING 111' - 0"

EV03

REGISTERE ARCHITEC

PIONEER CROSSING BUILDING C

23

EQ

PROJECT

B.O. AWNING 111' - 0"

TRUSS PER STRUCTURAL

6'-0"

SF07

6

4'-0"

1 6 A-551 A-351

EQ

FINISH FLOOR 0"

B 3

5'-2"

T.O. STOREFRONT 10' - 0"

A 6

7'-2"

B.O. AWNING 111' - 0"

9 A8.2

3'-0"

FC1

D

TRANPARENCY AREA: 2' - 8'

12'-0"

BEAM PER STRUCTURAL

T.O. STOREFRONT 10' - 0"

HIGH PARAPET WALL CONSTRUCTION PER STRUCTURAL 29'-0"

24x36

B.O. AWNING 111' - 0"

9

BEAM PER A8.2 STRUCTURAL

3'-0" 2 A-551

3 A-551

TRUSS PER STRUCTURAL

F 5

E

3

5

4

NEW STORE

BEAM PER STRUCTURAL

TRUSS PER STRUCTURAL

T.O. STOREFRONT 10' - 0"

SF07

6'-0" TYP

T.O. STOREFRONT 10' - 0"

6W1

T.O. TOP PLATE 11' - 1 1/2"

T.O. TOP PLATE 11' - 1 1/2"

4'-0"

0

6'-0" TYP

TRUSS PER STRUCTURAL

6W1

T.O. TOP PLATE 11' - 1 1/2"

3'-6"

60% REQUIRED; 63% PROVIDED - MEETS DRS 4

4'-0"

T.O. TOP PLATE 11' - 1 1/2"

PROJECT

3'-0"

RETAIL BUILDING

10 A3.23

6W3

8 TYP

10"

8

6W1

5

6'-0"

R1

R1

29 15

F

4

8'-0"

5 A-561

2

E

2'-0"

15

SIM

4'-0"

15

29

10 5 A3.23 A-561

R1

5

6'-0"

R1

SF03

9

FC3

F

6'-0"

5 A-561

3 A4.2

FC2TYP C

5'-2"

1/4"

16

CMU

10"

1'-0"

3'-6"

10

2'-0"

11

6

6

3'-6"

6W 6

15

T.O. LOW PARAPET 16' - 0"

R1

B

3

5'-2"

8

6W6

F

2

6'-0" TYP 6'-0" TYP

6W6

1/4"

1/4"

B

4

10"

3 A-561

1'-0"

1'-0"

1

T.O. CMU 126' - 0"

11 3 A4.2

4'-0"

TYPE

FC1

1/8" = 1'-0"

T.O. CMU 126' - 0"

4 1/2"

7

EXTERIOR ELEVATION - EASTA-561

1 A4.2

5

T.O. HIGH T.O.PARAPET CMU 126' - 0" 20' - 0"

T.O. MID PARAPET 20' - 0"

SF06

4

2'-10"

5

T.O. CMU 126' - 0"

SF02

S 5afeway Elevati on

8" 5

T.O. CMU 126' - 0"

SF05

ELEVATION (E PIONEER) 1 NORTH 1/8" = 1'-0" 8 7

5 1/2"

1 A-561

3'-6"

SF03

AL B

5

5'-2"

5

"

T.O. HIGH PARAPET 20' - 0"

5'-0"

F

2'-0"

18

1 A4.2

SF05 8 TYP

5'-2"

5 1/2

17

2 A4.2

SF05

EV04 9

EAST PIONEER WAY AND SHAW ROAD EAST PUYALLUP WA

1'-4 1/2 " 8"

2 A4.2

3'-10"

1

PIONEER CROSSING BUILDING C

SF05

2'-4"

OPP 2 A-561

2 A-561

3'-4"

MARK

3 A3.11

11'-0"

FOOTING DRAIN PER SPEC

3'-4"

6'-0"

5'-2"

4" RIGID INSULATION AT FOUNDATION WALL

34

EQ

566

10"

33

EQ

8'-0"

2' X 4' SUSPENDED CEILING SYSTEM

1

EQ

5'-4 3/8"

2'-0"

32

11"

6

6 A3.23

SF01

OVERHEAD ROLLING DOOR, RE DOOR SCHEDULE

STL

D

1

A

EQ 8'-3"

1

36'-8"

GYPSUM BOARD CEILING SYSTEM SUSPENDED LIGHT FIXTURE, RE ELECTRICAL DRAWINGS

31

SAFEWAY

B

EQ

32'-9"

EV02

STAINLESS STEEL COLUMN WRAP

30

6 9

4'-0"

14'-0 3/8"

STEEL COLUMN, RE STRUCTURAL DRAWINGS

E PIONEER AND SHAW RD E PUYALLUP, WA

11 1/2"

4'-0"

F

SH

6

SEAL

1'-1 1/4"

5'-0"

4'-0"

6'-1 5/8"

5'-2"

1'-0"

4

4'-0"

8'-3"

10"

8"

"

12

4'-0"

EV02

PIONEER CROSSING BUILDING B

1'-4 1/2 "

29

F

7

4'-0"

2'-11"

28

9

5 1/2

4'-0"

WD

MEETS DRS 2

5

1

EXTERIOR ELEVATIONS - MATERIAL -SCHEDULE EXTERIOR ELEVATIONS MATERIAL SCHEDULE

1

3

A3.10

15'-0"

METAL CANOPY STRUCTURE, RE STRUCTURAL DRAWINGS

SH

5

F

11'-0"

WALL FURR-OUT BEYOND

26

23'-5 1/8"

25

46'-0"

PROJECT

WALL BASE AS SCHEDULED

25

15'-6 7/8"

4'-0"

EV05

DOUGLAS P. OBERST STATE OF WASHINGTON

24

27

F

4

4

A-301

11'-0"

GYPSUM BOARD OVER METAL FRAMING, RE DETAILS

5

3

5'-2"

23

REGISTERED ARCHITECT

A3.10

1 A2.2

3

A-301

10" 2'-11"

GYPSUM BOARD OVER METAL FURRING STRIPS, RE DETAILS

2 A3.11

5'-1"

22

MEETS DRS 2

A3.10

5664

3

5

F 2

2'-0"

EXTERIOR METAL PANEL FINISH SYSTEM, RE BUILDING ELEVATIONS

4

2

44'-0"

1

REVISIONS

1 2 4 6 7

PERMIT RE PERMIT 2N CONSTRU SAFEWAY REVISION

DATE

7.6.2018

15'-0"

21

5

1

SEAL

1'-4"

EXTERIOR FIBER PANEL FINISH SYSTEM, RE BUILDING ELEVATION

T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402

AUTO DOOR SYSTEM, RE DOOR SCHEDULE

20

5'-2"

INSULATED LOW 'E' GLAZING, RE WINDOW TYPES AND SPECIFICATIONS

19

6'-0" TYP

H

ALUMINUM STOREFRONT SYSTEM, RE SPECIFICATIONS

18

5'-1"

17

10"

SEAL

2'-11"

SPLIT FACED CMU - PAINTED, RE STRUCTURAL DRAWINGS

5'-1"

SMOOTH FACED CMU - PAINTED, RE STRUCTURAL DRAWINGS

16

2'-0"

EIFS OVER FOAM, RE SPECIFICATIONS AND DETAILS

15

20'-0"

EXTERIOR GRADE SHEATHING, RE STRUCTURAL DRAWINGS

14

4'-0" MEETS DRS 3

INFILL METAL FRAMING

13

4'-0"

RIGID INSULATION AND COVER BOARD, RE SPECIFICATIONS

12

4'-0" MEETS DRS 3

CONCRETE WALL FOOTING, RE STRUCTURAL DRAWINGS

11

T 206.625.3300 F 253.6 414 STEWART ST, SUIT

T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.C 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 984

10

BCRA NO.

17123 DRAWN BY:

2

REVIEWED BY:

Pro j ec t Tea m O wn er PM F I nve s tme nts Arc h itec t B C R A D e s i gn St ru c t u ra l B C R A D e s i gn Civil Pa c L a n d La n d sc a p e B C R A D e s i gn M EP C TA Envelo p e N ex u s Co nt ra c to r C SI

E. CIVIL, LANDSCAPE, AND ELECTRICAL ELEMENTS SHOWN ON THIS ARE FOR REFERENCE ONLY. F. CONTRACTOR TO VISIT SITE, INSPECT AND VERIFY EXISTING CON PRIOR TO BID AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIAT WRITING IF CONFLICTS ARE FOUND. G. CONCTRACTOR SHALL SECURE ALL STAGING AREAS. PROVIDE 6'SECURE CHAIN-LINK ENCLOSURE WITH FABRIC SCREEN, AND LAT GATE, TEMPORARY NIGHT LIGHTING, ETC. CONTRACTOR SHALL PR PAVING AREA (IF APPLICABLE) WITHIN STAGING AREA FROM DAMA CONSTRUCTION AND REPAIR ANY DAMAGED AREAS AFTER REMO ENCLOSURE. VERIFY SIZE AND EXACT LOCATION WITH OWNER'S F REPRESENTATIVE. STAGING AREA IS NOT TO BLOCK VEHICLE OR TRUCK ACCESS TO ADJACENT SHOPS, IF APPLICABLE. H. ALL EXISTING OFF-SITE DEVELOPMENT TO REMAIN SHALL BE PRO FROM DAMAGE. I. CONTRACTORS SHALL FIELD VERIFY LOCATIONS, AND PROTECT F DAMAGE, ALL EXISTING GROUNDWATER MOITORING WELL AND UNDERGROUND UTILITIES WHICH MAY BE IN CONFLICT WITH NEW J. PLUMBING CONTRACTOR TO VERIFY LOCATION, CONDITION AND IN ANY EXISTING SEWER LINES VIA CAMERA AND LOCATER AT END O

SITE KEY NOTES

E. P IONE ER

1

ADA ACCESS TO A PUBLIC WAY.

2

TRASH ENCLOSURE. SEE SHEET SP1.2

3

LOADING DOCK. SEE SHEET SP1.2 AND STRUCTURAL DRAWING

4

TRANSFORMER LOCATION. REFERENCE ELECTRICAL AND CIVIL

BUIL DING 8,47 B 0

BUIL DING 5,01 C

SITE DRAWINGS SYMBOLS

0

2

ACCESIBILITY PAVEMENT MARKINGS

BLD G

FUE L

2

1,16

0

SITE PAVEMENT MARKINGS

SITE SIGNAGE

BUIL DING 3,00 E

6026470010 1

TRAFFIC MARKINGS

2

0

C

C

BUIL DING 4,24 F

C

CROSSWALK

0

6026470090

6026470030

C

C

C

C

6026470080

C

SAFEWAY

C

3

C

6026470090

6026470040

C

C

C

C

C

6026470070

57,086

3 SP1.2

C

C

C

C

8,109

C

C

C

C

C

C

C

C

C

BUILDING G

0420264045

6026470060

C

C

4

C

C

4 SP1.2

C

C

C

C

C

C

C

C

C

C

2

C

6026470050

SHAW RD. E.

C

C

C

2

C

O wn er PM F I nve s tme nts Arc h itec t B C R A D e s i gn St ru c t u ra l B C R A D e s i gn Civil Pa c L a n d La n d sc a p e B C R A D e s i gn M EP C TA Envelo p e N ex u s Co nt ra c to r C SI

D

Pro j ec t Tea m

/ / N O R T H B E N D R E TA I L R esta ura nt | R e t a il Cur rent ly unde r co n st ru c t io n This projec t is a p p roxim ately 3,500 sf o f n e w const ruc t io n located wit h in t h e 100 yea r flo o dpl a i n in t he downtown co re o f No r t h B en d, WA . Hu xdo tte r Co ffe e, a lo ca l No r t h B en d co ffee st a p le, p revio u s l y ha d a sma ll dr ive - t h ro u gh lo c ated o n t h e s i te.

H owe ve r, hig h bu sin ess vo lu m e n ecessit ated a la rg e r s pa ce to ser ve th eir c u sto m ers. S p ec ific ch a lle n g e s included a limited b u d get, flo o d p la in d evelo pme nt re quire me nt s, a nd lim ited sp a ce wit h in t h e p ro p e r t y l ines.

Projec t R ole s: -

R e vit mo de l man a ger D e sign le a d Pe r mit t ing co o rd in ato r Pro jec t co nt a c t d u r in g co n st ru c t io n

/ / N O R T H B E N D R E TA I L R esta ura nt | R e t a il Cur rent ly unde r co n st ru c t io n This projec t is a p p roxim ately 3,500 sf o f n e w const ruc t io n located wit h in t h e 100 yea r flo o dpl a i n in t he downtown co re o f No r t h B en d, WA . Hu xdo tte r Co ffe e, a lo ca l No r t h B en d co ffee st a p le, p revio u s l y ha d a sma ll dr ive - t h ro u gh lo c ated o n t h e s i te.

H owe ve r, hig h bu sin ess vo lu m e n ecessit ated a la rg e r s pa ce to ser ve th eir c u sto m ers. S p ec ific ch a lle n g e s included a limited b u d get, flo o d p la in d evelo pme nt re quire me nt s, a nd lim ited sp a ce wit h in t h e p ro p e r t y l ines.

Projec t R ole s: -

R e vit mo de l man a ger D e sign le a d Pe r mit t ing co o rd in ato r Pro jec t co nt a c t d u r in g co n st ru c t io n

Pro j ec t Tea m O wn ers J i m W. & C h r i s G .

Arc h itec t B C R A D e s i gn St ru c t u ra l B C R A D e s i gn Civil B C R A D e s i gn La n d sc a p e B C R A D e s i gn Envelo p e N ex u s K itc h en / I nte r i o r s B a rgre e n E l l i s o n Co nt ra c to r Wi l cox Co n s tr u c ti o n

SITE PLAN GENERAL NOTES

CL

W. PARK ST.

6" DEDICATION

149'-6" 30' MAX BEFORE MODULATION 65% TRANSPARENCY REQ

36'-0 1/2"

STREET TREES W/ 4' X 4' TREE GRATES TO BE LOCATED PER LANDSCAPE, TYP.

S54*23'13"E 75.00'

11'-0"

DEDICATION

OLD PROPERTY LINE

S54*23'13"E 75.00'

OUTDOOR SEATING +/- 223 sf

1.

VERIFY EXISTING TREE LOCATIONS WITH SURVEYOR.

2.

REFER TO CIVIL DRAWINGS FOR DEMOLITION OF EXISTING STRUCTURES AND SITE FEATURES

3.

REFER TO CIVIL DRAWINGS FOR: A. ASPHALT PAVING AND CONCRETE SIDEWALK SECTIONS B. SURFACING FEATURES: UTILITIES, GRADING, STORMWATER

4.

REFER TO LANDSCAPE DRAWINGS FOR: A. PLANTING AND IRRIGATION DESIGN

5.

REFER TO ELECTRICAL DRAWINGS FOR: A. SITE LIGHTING AND EQUIPMENT DESIGN

6.

CIVIL, LANDSCAPE, AND ELECTRICAL ELEMENTS SHOWN ON THIS DRAWING ARE FOR REFERENCE ONLY

7.

PROVIDE SIGN AT NORTH SIDE OF DRIVEWAY ENTRY TO MT. SI SENIOR CENTER PARKING LOT. SIGN TO READ "ADDITIONAL PUBLIC PARKING LOCATED AT NORTH SIDE OF PARK"

SITE PLAN LEGEND

NEW PROPERTY LINE

PROPERTY LINE BUILDING OUTLINE ROOF OUTLINE

TENANT

LANDSCAPED AREA

HUXDOTTER

+/- 1705 GROSS SF

ADA PARKING STALL

+/- 1881 GROSS SF

Pro j ec t Tea m

SITE PLAN PARKING CALC PICK

S35*42'32"W 105.00'

BUILDING SF:

PARKING CALC:

MAIN AVE. S.

N35*42'32"E 105.00'

94'-0"

MENU

ADA STALL SIGN. SEE SHEET A-512

5 STALLS

1 A-511

1 STALL ADA

N54*23'13"W 75.00'

N54*23'13"W 75.00'

+/- 44'-9"

(2) 3YD DUMPSTER ENCLOSURE

CITY PARKING EASEMENT

O wn ers J i m W. & C h r i s G .

Arc h itec t B C R A D e s i gn St ru c t u ra l B C R A D e s i gn Civil B C R A D e s i gn La n d sc a p e B C R A D e s i gn Envelo p e N ex u s K itc h en / I nte r i o r s B a rgre e n E l l i s o n Co nt ra c to r Wi l cox Co n s tr u c ti o n

PARKING REQ:

CONNECT TO EXISTING SIDEWALK

12 STALLS

"PUBLIC PARKING" SIGNAGE

BY OTHERS

30'-6" CL

RETAIL

1/300 SF

CAFE

1/200 SF

RETAIL

1705 SF

CAFE

1881 SF

RETAIL

1705/300 = 5.7

CAFE

1881/200 = 9.4

TOTAL PARKING REQUIRED:

16 STALLS

TOTAL PARKING PROVIDED:

19 STALLS

EXTERIOR FINISH SCHEDUL

8

7

6

6 A-301

5

4

3

5 A-301

2

4 A-301

AL-1

GL-1

6

7

3

EV03

W4

SF03 W3

EQ EQ

BELOW

BELOW

BELOW

W1

W1

W1

W4 SF10

W4

SF01

FP03

W4

EQ

3 A-313

SF07

SF12

SF12

SF06

SF10

SF10

W1

-0' - 3" (443.91')

BELOW SF12 W1

SF10

SF10

BELOW

W4

FC-1

C-1

AL-1

W1

SF02

W4

W4

W4

W1

447.47

A-592

0

8

16

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

2

C

4

B

A-301

A

2

4

EV01

LINE OF ROOF BEYOND.

EV02

FUTURE SIGNAGE - UNDER SEPERATE C-3B.1. WHERE APPLICABLE.

EV03

MECHANICAL SCREEN.

EV04

EXTERIOR WALL SCONCE. TO MEET DE

PLAN NORTH

FLOOR PLAN 3 ENLARGED 1/4" = 1'-0" A B D

8

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

DOWNSPOUT

EXTERIOR ELEVATIONS

B

STL-1

W1

65% REQUIRED, 72% PROVIDED

0

1

DOOR

DS

2 TRANSPARENCY AREA: 3'-0"BELOW - 8'-0"

3 A-592

PLAN NORTH

A-301

FINISH FLOOR 0" (444.16')

NAVD 1988

FC-2

A

T.O. SILL 3' - 0"

BFE 445.47

OCCUPANT LOADS WILL BE DETERMINED IMPROVEMENT. FINAL OCCUPANT LOAD M

FLOOR PLAN LEGEND

T.O. STOREFRONT 9' - 0"

W4 FLOOD PROOF

ELEVATION (W PARK ST) 1 NORTH 1/8" = 1'-0" FLOOR PLAN 2 ENLARGED 1/4" = 1'-0" F

TO CLERESTORY 11' - 6"

BELOW

W1

FP03

AL-1

W2

BELOW BELOW

FP02 SF13

W1

B

EV04 AL-1 FP04

SF12

A

W2

MANUFACTURER

2.RIBBED PROVIDE FIRESTOPPING AT ALL FINISH ELECTRIC NOTE: CANOPY DECK TO BE HR36 METAL DECK W FACTORY KY DUCT) PENETRATI UNDERSIDE OF CANOPY DECK(CONDUIT, TO MATCHPIPING STEELAND CANOPY. FLOOR/CEILING/ROOF ASSEMBLIES.

T.O. LOW VOLUMNE 17' - 0"

10'-0"

ITEM

STOREFRONT FRAME AND AEP SPAN BREAKSHAPE EXPOSED CONCRETE FIBER CEMENT PANEL HARDIE PANEL FIBER CEMENT LAP SIDING WOODTONE, RUSTIC SERIES GLULAM BEAM SHEET METAL DOWNSPOUT FLOOR PLAN GENERAL NOTES PARAPET COPING 1. REFER TO A-621 FOR WALL ASSEMBLY TY STEEL CANOPY

3.

SF01

BELOW

102A

FINISH FLOOR

EQ

101B

W1

EQ

3'-0"

W4

FP02

W1

EQ

4'-0"

W1

28'-0"

4'-6"

BELOW BELOW

BELOW

EV02

SF14

T.O. HIGH VOLUME 21' - 6"

4

EV02

SF15

C-1 FC-1 FC-2 GL-1 SH-1 SH-2 STL-1

3'-0"

3'-0"

Nor th Elevat io n

MARK

1

3 A-301

0

2

1

A-301

A-301

2

4

FLOOR PLAN SHEET NOTES

8

E

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

FP01

CONC. SONO-TUBE W STEEL COLUMN

EXTERIOR ELEVATIONS STRUCTRUAL DRAWINGS

FP02 CANOPYCITY ABOVE NBMC 18.34.050 OF NORTH BEND COMME SH-2

GL-1

A-301

4

101

4

8

3

A-301 A-301 OCC LOAD TBD @ TIME OF TENANT IMPROVEMENT

W2

FP04

5

6

W5

6

102

A-301

OCC LOAD TBD @ TIME OF TENANT IMPROVEMENT

EQ

EQ DS

2'-9"

FP02

EQ

EQ

EQ

EQ

EQ

EQ

3'-4"

EQ DS

EQ

EQ

W4

EQ

3'-4"

4'-6"

W3

W4

W4

W1

W1

W1

BELOW

BELOW FP02

4'-0"

BELOW SF05

10'-10"

FINISH FLOOR 0'-0"

3'-4"

13'-4 3/4"

3'-4"

3'-0" 3'-0"

5'-0"

3

4

5

4

6

A-301

A-301

A-301

A-201A A-201

A-301

3'-0"

SF09

FP06

FC-2

1

C-1

FC-1

STL-1

C-1

6

FC-1

2'-9" 4'-0"

8

16

2 A-201A A-201

T.O. ROOF 26' - 0" W1

4'-0"

F

T.O. SILL 3' - 0" FINISH FLOOR

FC-2

AL-1

(443.91') -0'-3"

8

AL-1

0

4

8

OCCUPANCY CLASSIFICATION:

A-2

SPRINKLERED?:

NS (NOT SP

TYPE OF CONSTRUCTION:

TYPE VB

ALLOWABLE AREA:

6,000 SF

1005.3.2 - OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGR THAN STAIRWAYS SHALL BE CALCULATED BY M LOAD SERVED BY SUCH COMPONENT BY A ME 0.2 INCH PER OCCUPANT.

T.O. STOREFRONT 9' - 0"

BELOW SF04

TABLE 506.2: ALLOWABLE AREA FACTOR IN S

SECTION 1005: MEANS OF EGRESS SIZING

3'-11"

W1

IBC CHAPTER 5: GENERAL BUILDING HEIGHTS

IBC CHAPTER 10: MEANS OF EGRESS

1 A-301

BELOW

EV04

5

2

C

T.O. LOW VOLUMNE 17' - 0"

3'-4"

W2

EV04

ELEVATION (DRIVE THRU) 4 SOUTH 1/8" = 1'-0"

W2 16'-3 5/8"

DS

W4 BELOW

4

A-301 = 1'-0" SCALE: 1/8"

EQ EQ

W1

W1 BELOW

GL-1

102C

EQ

8

A. WITH THE EXCEPTION OF DETACHED SING NEWLY CONSTRUCTED BUILDINGS WITH A 5,000 SQUARE FEET REGARDLESS OF TYPE LOT LINE TOWNHOUSES WITH AN AGGREG FEET OR GREATER MUST BE SPRINKLERED BUILDING SF: 3,580 (NOT REQUIRED TO BE

B 0

7'-11"

30'-2" CL

2'-10"

EQ

101D

3'-4"

101C

EQ

3'-0"

CL

CL

EQ

7'-4"

SH-2

W4

BELOW EQ

102D

14'-4"

MAX DIAGONAL +/- 70'-3" (1/3 = 24'-0")

EQ

E

7

9"

1 A-592

NBMC 15.18.140 SPRINKLER SYSTEMS REQUIR

A

BELOW W1

W2

CODE COMPLIANCE

C-1

FC-1

FP01

9"

HUXDOTTER COFFEE

MAX DIAGONAL +/- 60'-8" (1/3 = 21'-0") SH-2

FP05 SH-2

FC-2

ELEVATION 3 WEST 1/8" = 1'-0"

16

4

T.O. SILL 3' - 0" FINISH FLOOR 0"

CL 3 5/8"

FUTURE DEMISING WALL

5

4'-6"

STL-1

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

TENANT A

2 A-121

11'-2"

0

3'-0"

W4

BELOW

W1

12/11/2018 11:13:59 AM

8'-0"

34'-2"

2

3

W1

24x3 6

3'-0"

8'-0"

1

1 A-301

54 AM

4'-0"

TYP

3'-10"

5 A-592

W2

9'-0"

BELOW

101B

101A

3'-0"

TRANSPARENCY AREA: 3'-0" - 8'-0"

BELOW

6"

1'-10"

8'-0"

15'-8"

D

3'-10"

33'-0"

A-201A A-201

6'-0"

W1

65% REQUIRED, 70% PROVIDED

W1

3'-2"

FP03

A-301

3

6"

8'-0"

3 A-121

FC-1

ELEVATION ( MAIN ST) 2 EAST 1/8" = 1'-0" 2

(443.91') -0'-3"

EV02

8 3/4"

8'-0"

PROVIDED: - PEDESTRIAN SCALE SIGNS - PEDESTRIAN SCALE LIGHTS - SEPERATE BASE MATERIAL - CLERESTORY WINDOWS

T.O. STOREFRONT 9' - 0"

2 5/8"

W4

16'-0"

8'-0"

W1

3 1/4"

2'-0" T.O. SILL 3' - 0" FINISH FLOOR

FP02

28'-0"

102B

W1 AL-1 W4

9'-0"

C-3B. GROUND LEVEL DETAILS FP061. FACADES PROPOSED METER AND MIXED OF GAS COMMERCIAL SHALL BE DESIGNED TO BE PEDESTRIA AT LEAST FOUR OF THE FOLLOWING E

EQ

SF11

6"

2'-6"

19'-8 3/4"

3'-5"

AL-1

8'-0"

EQ

T.O. LOW VOLUMNE 17' - 0"

102E

2'-9"

BELOW BELOW

6"

1'-0"

EQ

EV01

7'-0"

FP02

8'-0"

10'-3 1/4"

C-3A. TRANSPARENCY FP041. ALONG MOMENT FRAME. SEE STRUCTURAL D CLASS 1 PEDESTRIAN STREETS FLOOR FACADE VISIBLE FROM THE STR WITH CLEAR,ELEC "VISION" GLASS. FP05 PROPOSED MAIN AND CT

SH-2

T.O. HIGH VOLUME 21' - 6"

118'-6"

T.O. STOREFRONT 9' - 0"

EV02

4'-0"

4'-0"

C-1 W2

BELOW

10'-0"

4'-6"

2'-9"

22'-0"

2'-6" 9'-5"

EV04

8

SH-2

EQ T.O. LOW VOLUMNE 17' - 0"

SF08

SF10

FC-2 W1

7 6 A-301

3'-1"

A

6 1 A-201A A-201

SF14 12'-6"

4'-6"

STL-1

5

A-301

EV02

FC-1

Fl oor Pla n

4

T.O. ROOF 26' - 0" 5

A-301

102A

SH-2

3 4

A-301

20'-0"

2 3

2'-0"

1

B

C-3 GROUND LEVEL FACADES FP03 WALL ABOVE

16

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

PLAN NORTH

TENANT A:

0.2" X 56 OC

HUXDOTTER:

0.2" X 29 OC

6

6 A-301

5

4

3

5 A-301

2

4 A-301

AL-1

GL-1

6

7

3

EV03

W4

SF03 W3

EQ EQ

BELOW

BELOW

BELOW

W1

W1

W1

W4 SF10

W4

SF01

FP03

W4

EQ

3 A-313

SF07

SF12

SF12

SF06

SF10

SF10

-0' - 3" (443.91')

SF01

W1

SF10

SF10

BELOW

W4

AL-1

FC-1

C-1

AL-1

W1

SF02

W4

W4

W4

W1

447.47

FC-2

A-592

16

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

2

C

8

B

A-301

A

2

4

LINE OF ROOF BEYOND.

EV02

FUTURE SIGNAGE - UNDER SEPERATE PERMIT. TO MEET DESIGN STANDARD C-3B.1. WHERE APPLICABLE.

EV03

MECHANICAL SCREEN.

EV04

EXTERIOR WALL SCONCE. TO MEET DESIGN STANDARD C-3B.1.

REGISTERE ARCHITEC DOUGLAS P. STATE OF

PLAN NORTH

FLOOR PLAN 3 ENLARGED 1/4" = 1'-0" A B D

8

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

566

DOWNSPOUT

EV01

65% REQUIRED, 72% PROVIDED

0

1

SEAL

W1

4

REGISTERE ARCHITEC

DOUGLAS P. STATE OF

EXTERIOR ELEVATIONS SHEETNOTES

B

STL-1

0

566

DOOR

DS

2 TRANSPARENCY AREA: 3'-0"BELOW - 8'-0"

3 A-592

PLAN NORTH

A-301

FINISH FLOOR 0" (444.16')

NAVD 1988

SEAL

OCCUPANT LOADS WILL BE DETERMINED AT THE TIME OF TENANT IMPROVEMENT. FINAL OCCUPANT LOAD MUST BE LESS THAN 99.

A

T.O. SILL 3' - 0"

BFE 445.47

FINISH

FLOOR PLAN LEGEND

T.O. STOREFRONT 9' - 0"

W4 FLOOD PROOF

ELEVATION (W PARK ST) 1 NORTH 1/8" = 1'-0" FLOOR PLAN 2 ENLARGED 1/4" = 1'-0" F

TO CLERESTORY 11' - 6"

BELOW

W1

FP03

AL-1

W2

BELOW BELOW

FP02 SF13

W1

B

EV04

FP04

BELOW SF12 W1

A

W2

MANUFACTURER

2.RIBBED PROVIDE FIRESTOPPING AT ALL FINISH ELECTRICAL MECHANICAL NOTE: CANOPY DECK TO BE HR36 METAL DECK W FACTORY KYNARAND COATING ON TOP SIDE. PAINT DUCT) PENETRATIONS THROUGH FIRE-RATED UNDERSIDE OF CANOPY DECK(CONDUIT, TO MATCHPIPING STEELAND CANOPY. FLOOR/CEILING/ROOF ASSEMBLIES.

T.O. LOW VOLUMNE 17' - 0"

10'-0"

ITEM

STOREFRONT FRAME AND AEP SPAN FF - "DARK BRONZE" BREAKSHAPE EXPOSED CONCRETE ARCHITECTURAL FINISH FIBER CEMENT PANEL HARDIE PANEL PT SW 6991 "BLACK MAGIC" FIBER CEMENT LAP SIDING WOODTONE, RUSTIC SERIES SUMMER WHEAT, 10.75" EXPOSURE GLULAM BEAM ARCHITECTURAL GRADE SHEET METAL DOWNSPOUT PT TO MATCH ADJACENT WALL FLOOR PLAN GENERAL NOTES PARAPET COPING PT TO MATCH AL-1 1. REFER TO A-621 FOR WALL ASSEMBLY TYPES. STEEL CANOPY PT PT TO MATCH FC-1

3.

SF12

BELOW

102A

FINISH FLOOR

EQ

101B

W1

EQ

3'-0"

W4

FP02

W1

EQ

4'-0"

W1

28'-0"

4'-6"

BELOW BELOW

BELOW

EV02

SF14

T.O. HIGH VOLUME 21' - 6"

4

EV02

SF15

C-1 FC-1 FC-2 GL-1 SH-1 SH-2 STL-1

3'-0"

3'-0"

Nor th Elevat io n

MARK

1

3 A-301

T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402

7

T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA. 98402

EXTERIOR FINISH SCHEDULE

8

0

2

1

A-301

A-301

2

4

FLOOR PLAN SHEET NOTES

8

E

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

FP01

CONC. SONO-TUBE W STEEL COLUMN. SEE SHEET A-202 AND

EXTERIOR ELEVATIONS - DESIGN GUIDELINES STRUCTRUAL DRAWINGS FP02 CANOPYCITY ABOVE NBMC 18.34.050 OF NORTH BEND COMMERCIAL DESIGN STANDARDS/GUIDELINGS

GL-1

5

6

W5

6

102

A-301

EQ

EQ

EQ DS

2'-9"

FP02

EQ

EQ

EQ

EQ

EQ

EQ

3'-4"

EQ DS

EQ

EQ

W4

EQ

3'-4"

CL

W1

W1

4'-6" 4'-0" FINISH FLOOR 0'-0"

3'-4"

13'-4 3/4"

3'-4"

W4

W4

W1 BELOW SF05

10'-10"

W1

W1

BELOW

BELOW FP02

3'-0" 3'-0"

5'-0"

3

4

5

4

6

A-301

A-301

A-301

A-201A A-201

A-301

3'-0"

SF09

1

C-1

FC-1

ELEVATION (DRIVE THRU) 4 SOUTH 1/8" = 1'-0"

STL-1

C-1

6

FC-1

8

16

C 2 A-201A A-201

FP06

W2

A-301

A-2

SPRINKLERED?:

NS (NOT SPRINKLERED)

TYPE OF CONSTRUCTION:

TYPE VB

ALLOWABLE AREA:

6,000 SF

F

REVISIONS

DATE

12.11.2018 BCRA NO.

17118 DRAWN BY: REVIEWED BY: SHEET TITLE

TENANT A: HUXDOTTER:

W1

REVISIONS

SECTION 1005: MEANS OF EGRESS SIZING

3'-11"

0.2" X 56 OCC = 11.2" REQUIRED, 36" & 72" PROVIDED 0.2" X 29 OCC = 5.8" REQUIRED, 36" & 72" PROVIDED

DATE

EXTERIOR ELEVATIONS

12.11.2018 BCRA NO.

T.O. STOREFRONT 9' - 0"

BELOW SF04

AL-1

OCCUPANCY CLASSIFICATION:

IBC CHAPTER 10: MEANS OF EGRESS

1

17118 DRAWN BY: REVIEWED BY:

T.O. SILL 3' - 0"

SHEET TITLE

FLOOR PLAN © COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED

FINISH FLOOR

FC-2

TABLE 506.2: ALLOWABLE AREA FACTOR IN SQUARE FEET

1005.3.2 - OTHER EGRESS COMPONENTS THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS FACTOR OF 0.2 INCH PER OCCUPANT.

T.O. LOW VOLUMNE 17' - 0" 4'-0"

IBC CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS

101 WEST PARK STREET NORTH BEND, WA 98045

3'-0"

2

BELOW

SHEET

(443.91') -0'-3"

EV04

5

T.O. ROOF 26' - 0" W1

NORTH BEND RETAIL

2'-9" 4'-0"

W2

3'-4"

EV04 FC-2

GL-1

16'-3 5/8"

DS

W3

BELOW

4

A-301 = 1'-0" SCALE: 1/8"

EQ EQ

W4

BELOW

7'-11"

8

102C

EQ

7'-4"

30'-2"

2'-10"

3'-4"

101D

EQ

4'-6"

9"

CL

EQ

W2

SH-2

W4

BELOW EQ

101C

E

9"

1 A-592

MAX DIAGONAL +/- 70'-3" (1/3 = 24'-0")

102D

14'-4"

W1

7

OCC LOAD TBD @ TIME OF TENANT IMPROVEMENT

B 0

BELOW W1

PROJECT 101 WEST PARK STREET NORTH BEND, WA 98045 NEW CONSTRUCTION

4

EQ

12/11/2018 11:13:59 AM

HUXDOTTER COFFEE

FP01

A. WITH THE EXCEPTION OF DETACHED SINGLE-FAMILY RESIDENCES, ALL NEWLY CONSTRUCTED BUILDINGS WITH A GROSS SQUARE FOOTAGE OF 5,000 SQUARE FEET REGARDLESS OF TYPE OR USE AS WELL AS ZERO LOT LINE TOWNHOUSES WITH AN AGGREGATE AREA OF 5,000 SQUARE FEET OR GREATER MUST BE SPRINKLERED. BUILDING SF: 3,580 (NOT REQUIRED TO BE SPRINKLERED)

PROJECT

FP04

NBMC 15.18.140 SPRINKLER SYSTEMS REQUIRED

A

CL

ELEVATION 3 WEST 1/8" = 1'-0"

16

CODE COMPLIANCE

C-1

FC-1

NEW CONSTRUCTION

8

MAX DIAGONAL +/- 60'-8" (1/3 = 21'-0") SH-2

FP05 SH-2

FC-2

34'-2"

4

T.O. SILL 3' - 0" FINISH FLOOR 0"

CL 3 5/8"

FUTURE DEMISING WALL

3

2 A-121

STL-1

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

4 5 101 A-301 A-301 OCC LOAD TBD @ TIME OF TENANT IMPROVEMENT

W2

3'-0"

11'-2"

0

TENANT A

2

3 A-301

W1

24x3 6

8'-0"

W4

BELOW

A-301

3'-0"

8'-0"

1

1

54 AM

4'-0"

TYP

3'-10"

5 A-592

W2

9'-0"

BELOW

101B

101A

3'-0"

TRANSPARENCY AREA: 3'-0" - 8'-0"

BELOW

6"

1'-10"

8'-0"

15'-8"

D

3'-10"

33'-0"

A-201A A-201

6'-0"

W1

65% REQUIRED, 70% PROVIDED

W1

3'-2"

FP03

A-301

3

6"

8'-0"

3 A-121

FC-1

ELEVATION ( MAIN ST) 2 EAST 1/8" = 1'-0" 2

(443.91') -0'-3"

EV02

8 3/4"

8'-0"

PROVIDED: - PEDESTRIAN SCALE SIGNS - PEDESTRIAN SCALE LIGHTS - SEPERATE BASE MATERIAL - CLERESTORY WINDOWS

T.O. STOREFRONT 9' - 0"

2 5/8"

W4

16'-0"

8'-0"

W1

3 1/4"

2'-0" T.O. SILL 3' - 0" FINISH FLOOR

FP02

28'-0"

102B

W1 AL-1 W4

9'-0"

C-3B. GROUND LEVEL DETAILS FP061. FACADES PROPOSED METER AND MIXED-USE BUILDINGS THAT FACE THE STREET OF GAS COMMERCIAL SHALL BE DESIGNED TO BE PEDESTRIAN FRIENDLY THROUGH THE INCLUSION OF AT LEAST FOUR OF THE FOLLOWING ELEMENTS:

EQ

SF11

6"

2'-6"

19'-8 3/4"

3'-5"

AL-1

8'-0"

EQ

T.O. LOW VOLUMNE 17' - 0"

102E

2'-9"

BELOW BELOW

6"

1'-0"

EQ

EV01

7'-0"

FP02

8'-0"

10'-3 1/4"

C-3A. TRANSPARENCY FP041. ALONG MOMENT FRAME. SEE STRUCTURAL DRAWINGS. CLASS 1 PEDESTRIAN STREETS, A MINIMUM OF 65% OF ANY GROUND FLOOR FACADE VISIBLE FROM THE STREET SHALL BE COMPRISED OF WINDOWS WITH CLEAR,ELEC "VISION" GLASS. FP05 PROPOSED MAIN AND CT

SH-2

T.O. HIGH VOLUME 21' - 6"

118'-6"

T.O. STOREFRONT 9' - 0"

EV02

4'-0"

4'-0"

C-1 W2

BELOW

10'-0"

4'-6"

2'-9"

22'-0"

2'-6" 9'-5"

EV04

8

SH-2

EQ T.O. LOW VOLUMNE 17' - 0"

SF08

SF10

FC-2 W1

7 6 A-301

3'-1"

A

6 1 A-201A A-201

SF14 12'-6"

4'-6"

STL-1

5

A-301

EV02

FC-1

Fl oor Pla n

4

T.O. ROOF 26' - 0" 5

A-301

102A

SH-2

3 4

A-301

20'-0"

2 3

2'-0"

1

B

C-3 GROUND LEVEL FACADES FP03 WALL ABOVE

NORTH BEND RETAIL

SH-2

8

AL-1

0

4

8

A-201

16

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

CONSTRUCTION DOCUMENTS

© COPYRIGHT 2015 - BCRA, INC. ALL RIGHTS RESERVED

PLAN NORTH

SHEET

// M O D U L A R

W I N E

Aca de mic Fu rnitu re de sig n is bot h opt ional and un i q u e in the a rch itec t ur al cur r iculum . Per haps m o s t signific an t, it pr ov ides s t udent s t he oppor t uni t y t o de sign at the h um an s cale. I n t his cour s e, our t a s k was to c rea te a wine s t or age s y s t em f or s t an d a r d size win e bottle s . Pr ecedent r es ear ch was don e t o ca ll o ut are as o f m is f it t o addr es s in our des i g n .

Acc ess to tradit ional wood wor k ing t ools as w e l l as a 3 -axis CNC m achine wer e at t he dis pos a l o f the stu de nts. All wor k was done in collabor a t i o n with Ma tthe w Staley .

// M O D U L A R

W I N E

Aca de mic | 2 015 Fu rnitu re de sig n is bot h opt ional and un i q u e in the a rch itec t ur al cur r iculum . Per haps m o s t signific an t, it pr ov ides s t udent s t he oppor t uni t y t o de sign at the h um an s cale. I n t his cour s e, our t a s k was to c rea te a wine s t or age s y s t em f or s t an d a r d size win e bottle s . Pr ecedent r es ear ch was don e t o ca ll o ut are as o f m is f it t o addr es s in our des i g n .

Acc ess to tradit ional wood wor k ing t ools as w e l l as a 3 -axis CNC m achine wer e at t he dis pos a l o f the stu de nts. All wor k was done in collabor a t i o n with Ma tthe w Staley .

The g o a l o f t h i s d e s i g n w a s t o t r e a t m u l t i p l e b o t t l e s a s t h e m odu l e . Ou r s olu t i o n w a s t o w r a p t h e w i n e b o t t l e s i n a s i m p l e f r a m e . T h i s a l l o w s fo r agg r e g a t i o n o f t h e d e s i g n t h r o u g h s t a c k i n g a n d c o n n e c t i n g .

The g o a l o f t h i s d e s i g n w a s t o t r e a t m u l t i p l e b o t t l e s a s t h e m odu l e . Ou r s olu t i o n w a s t o w r a p t h e w i n e b o t t l e s i n a s i m p l e f r a m e . T h i s a l l o w s fo r agg r e g a t i o n o f t h e d e s i g n t h r o u g h s t a c k i n g a n d c o n n e c t i n g .

T h e a ggr e ga ti o n o f th e fr a m e s i s a n o ppo r tu n i ty fo r so m e o n e to e xpr e ss th e i r o w n styl e . Abo ve i s o n e po ssi bl e e xa m pl e o f a r a n do m i za ti o n . T o th e r i gh t i s a n o r ga n i ze d a sse m bl y th a t se e ks to m a xi m i ze spa c i a l e ffi c i e n c y.

23" 0'-332

9" 1'-316

0'-339 64"

0'-3"

21" 0'-332

11 " 0'-232 0'-3"

0'-339 64"

11" 0'-232

1" 0'-04

21" 0'-332

21" 0'-332

41" 0'-364

31" 0'-064

1" 0'-264

0'-3"

0'-9"

1" 0'-264

1" 0'-564 41" 0'-364

0'-3"

0'-3"

0'-3"

31" 0'-064

1" 0'-04

0'-155 64"

0'-03 4"

0'-03 4"

0'-155 64"

31" 0'-064

1" 0'-22

1" 0'-12

0'-2"

0'-5"

0'-2"

31" 0'-064

0'-1"

0'-2"

0'-1"

1" 0'-12

1" 0'-22

31" 0'-064

0'-7"

0'-9"

1" 0'-04

23" 0'-132

1" 0'-04

P a r t s r e q u i r e d f o r a s se m bl y a r e s h o w n h e r e . T h e d i m e n si o n s o f th e p a r t s a r e a r e s u l t o f e f f o r ts to l i m i t w a s t e d s p a c e . T h e s e di m e n si o n s a r e t o o p r e c i s e t o b e c u t by h a n d.

23" 0'-332

9" 1'-316

0'-339 64"

0'-3"

21" 0'-332

11 " 0'-232 0'-3"

0'-339 64"

11" 0'-232

1" 0'-04

21" 0'-332

21" 0'-332

41" 0'-364

31" 0'-064

1" 0'-264

0'-3"

0'-9"

1" 0'-264

1" 0'-564 41" 0'-364

0'-3"

0'-3"

0'-3"

31" 0'-064

1" 0'-04

0'-155 64"

0'-03 4"

0'-03 4"

0'-155 64"

31" 0'-064

1" 0'-22

1" 0'-12

0'-2"

0'-5"

0'-2"

31" 0'-064

0'-1"

0'-2"

0'-1"

1" 0'-12

1" 0'-22

31" 0'-064

0'-7"

0'-9"

1" 0'-04

23" 0'-132

1" 0'-04

P a r t s r e q u i r e d f o r a s se m bl y a r e s h o w n h e r e . T h e d i m e n si o n s o f th e p a r t s a r e a r e s u l t o f e f f o r ts to l i m i t w a s t e d s p a c e . T h e s e di m e n si o n s a r e t o o p r e c i s e t o b e c u t by h a n d.

Stu de n ts w e r e gi ve n a c c e ss to a l l o f th e to o l s i n th e F a bL a bs. A 3 - a xi s C N C w a s u se d to ge n e r a te th e pa r ts. U si n g th e C N C r e qu i r e d l e a r n i n g th e pr o gr a m i n g syste m th a t dr i ve s th e Sh o pBo t so ftw a r e , Rh i n o C a m .

Addi ti o n a l l y, th i s pr o vi de d a n o ppo r tu n i ty to u n de r sta n d pr a gm a ti c i ssu e s c o n c e r n i n g to o l i n g, m a te r i a l c h o i c e , a n d o pe r a ti n g.

// M O B I L E

N U T R I T I O N

Aca de mic Th is pro jec t fo cus ed on a quint es s ent ial s tu d i o ch alle nge: re -us ing s hipping cont ainer s . I n t h i s ca se , stu de nts wer e as k ed t o pr ov ide u r b a n agricu lture for thos e liv ing in Seat t le.

Food Des er ts Defin ed as par t s of t he count r y v oid of f r e s h fruit, ve ge tables, and ot her healt hf ul whole f o o d s , usua lly fo un d in im pov er is hed ar eas . Thi s i s largely du e to a lack of gr ocer y s t or es , f ar m e r s ’ markets, an d h ealt hy f ood pr ov ider s .

- USDA

So lutio n? Mobiliz e t he healt hy f ood.

// M O B I L E

N U T R I T I O N

Aca de mic | 2 015 Th is pro jec t fo cus ed on a quint es s ent ial s tu d i o ch alle nge: re -us ing s hipping cont ainer s . I n t h i s ca se , stu de nts wer e as k ed t o pr ov ide u r b a n agricu lture for thos e liv ing in Seat t le.

Food Des er ts Defin ed as par t s of t he count r y v oid of f r e s h fruit, ve ge tables, and ot her healt hf ul whole f o o d s , usua lly fo un d in im pov er is hed ar eas . Thi s i s largely du e to a lack of gr ocer y s t or es , f ar m e r s ’ markets, an d h ealt hy f ood pr ov ider s .

- USDA

So lutio n? Mobiliz e t he healt hy f ood.

Se gmented units allow the container to r e spond to site cond itions and create u n i q ue circulation. P ull-out g row sh e lves make accessing and storing fo o d easy.

A proprieta ry s y s t em t o hous e and gr ow th e foo d was designed f or t he s hipping cont aine r .

Growth tra ys a re gr av it y f ed f r om a wat er s upp l y syste m. Ba ll bea r ing glides allow t he f ood t o b e pu lled o ut for acces s and at t ach t he s y s t em t o a rigid fra me.

steel r ol l er s

p r i m ar y fr am e

w ater s up p l y

v e rt i c a l s y s t e m

GROWTH TRAY 13 5 grow spa ce s

HYD R O P O N I C S Y S T E M wate r s u p p l y = 2 0 . 5 f t 3

V E R T I C A L S YSTEM 6 7 5 g r o w s pa c e s

A proprieta ry s y s t em t o hous e and gr ow th e foo d was designed f or t he s hipping cont aine r .

Growth tra ys a re gr av it y f ed f r om a wat er s upp l y syste m. Ba ll bea r ing glides allow t he f ood t o b e pu lled o ut for acces s and at t ach t he s y s t em t o a rigid fra me.

steel r ol l er s

p r i m ar y fr am e

The averag e ad ult need s 5 lb s of food p er d ay.

835 lb s of healthy food could b e d elivered to areas in need using this method . This eq uates to 167 ad u lts fed p er d ay.

w ater s up p l y

v e rt i c a l s y s t e m

GROWTH TRAY 13 5 grow spa ce s

HYD R O P O N I C S Y S T E M wate r s u p p l y = 2 0 . 5 f t 3

V E R T I C A L S YSTEM 6 7 5 g r o w s pa c e s

M U LTIPLIED SYSTEM 2 ,0 2 5 gr o w spa c e s

SH IPPIN G C ON TA IN ER 1 c o m pl e te d u n i t

D

C

20'0"

B

A

5'0"

Th e plan to th e r ight s hows t he int er ior lay ou t .

W hile the vo id space could hav e been dedicate d for the purpose of gr owing f ood, t his des i g n explo res the no t ion of int egr at ed cir culat io n .

W he n th e c on tainer ar r iv es on s it e, s ect io n s a, b, c a nd d can hor iz ont ally s lide apar t t o respo nd to site c ondit ions pr ov iding appr opr ia t e circ ula tion .

3'8-1/2"

4'3-1/2" 8'0-1/4"

1'6" 5" 8"

C

20'0"

B

A

1 2 3 4 5

5'0"

Th e plan to th e r ight s hows t he int er ior lay ou t .

W hile the vo id space could hav e been dedicate d for the purpose of gr owing f ood, t his des i g n explo res the no t ion of int egr at ed cir culat io n .

W he n th e c on tainer ar r iv es on s it e, s ect io n s a, b, c a nd d can hor iz ont ally s lide apar t t o respo nd to site c ondit ions pr ov iding appr opr ia t e circ ula tion .

7'6-3/4"

D

3'8-1/2"

4'3-1/2" 8'0-1/4"

Plastic Cover Grow Space Mechanical Attachment to Frame Steel Support / Roller System Ball Bearings Primary Frame

// G S H

T A B L E

Su mmer In tern sh ip Con stru cte d by t he W SU Fabr icat ions L a b , the Global Sch olar s Hall com m unit y t able a n d ac co mpa nying bar t op was des igned by Ge n u s Arch itec ture . The s um m er of 2015 was s p e n t pre pa ring 1 0,0 00 lf of r eclaim ed lum ber f r o m su rrou nding gra in s ilos t o be us ed in t he t a b l e .

Under the super v is ion of Dav id Dr ak e, t he t a b l e was co mple ted and r eady f or us e at t he s t a r t o f the 20 15 fall sem es t er .

// G S H

T A B L E

Su mmer In tern sh ip | 2015 Con stru cte d by t he W SU Fabr icat ions L a b , the Global Sch olar s Hall com m unit y t able a n d ac co mpa nying bar t op was des igned by Ge n u s Arch itec ture . The s um m er of 2015 was s p e n t pre pa ring 1 0,0 00 lf of r eclaim ed lum ber f r o m su rrou nding gra in s ilos t o be us ed in t he t a b l e .

Under the super v is ion of Dav id Dr ak e, t he t a b l e was co mple ted and r eady f or us e at t he s t a r t o f the 20 15 fall sem es t er .

1 A2

B1

A1

B2

C1 2

C2

D3 D2

C3

B3

B4

D1

3

4 H

E

GS H ta ble an d bar la y out wit h:

F

1. M it er Plat es

G1

2. L Plates

3. Interleaving Plates

G2

4 . T h r o u g h R o d s a n d C u sto m N u ts

1 A2

B1

A1

B2

C1 2

C2

D3 D2

C3

B3

B4

D1

3

4 H

E

GS H ta ble an d bar la y out wit h:

F

1. M it er Plat es

G1

2. L Plates

3. Interleaving Plates

G2

4 . T h r o u g h R o d s a n d C u sto m N u ts

C onstr uction Te am

Pr o c e d u re

S u pe rvisor

David Dr ak e

01. I n s p e c t s o u r c e d l u m b e r

1 4 . S e t h o u s i n g f o r c u sto m n u ts

02. P l a n e l u m b e r

15. Ease edges

03. S e t u p s h o p d r a w i n g s f o r custom work

16. Sand to 220g

E mployee s

Ja red Milne

Olive r W alt er

Elizabeth J ohns on

Kimbe rly Lawr ence

Mate r ials Lumber

10 ,00 0 lf ( Reclaim ed) C ustom Stee l L-Plate s

Inte rlea v ing Plat es

Miter Plat es C ustom Ha rdwa re

Th rou gh Rods

Th rou gh Bolt s Nuts A dh esive

T-8 1 Struct ur al Epox y

05. S i z e / c u t t o v a r y i n g l e n g t h s

17. Dry fit steel L-Plates

T h r o u g h R o ds

I n t e r l e a v i n g Pl a te s

06. C r e a t e j i g f o r L - P l a t e l u m b e r

18. Epoxy L-Plates

07. P r e - d r i l l t h r o u g h b o l t h o l e s

19. Finish sanding

08. L a y o u t t e m p l a t e s f o r t a b l e tops and legs

2 0 . Wa t e r b a s e d f i n i sh

04. C r e a t e t o r s i o n b o x f o r g l u e - u p

09. L a y o u t t e m p l a t e s f o r b a r t o p s 10. E p o x y f o r i n i t i a l g l u e u p

11. P l a n e e p o x i e d s e c t i o n s 12. E p o x y l a r g e r s e c t i o n s 13. S c r a p e / r e m o v e e p o x y overflow

21. Site delivery 22. Field adjustments 23. Final installation

C onstr uction Te am

Pr o c e d u re

S u pe rvisor

David Dr ak e

01. I n s p e c t s o u r c e d l u m b e r

1 4 . S e t h o u s i n g f o r c u sto m n u ts

02. P l a n e l u m b e r

15. Ease edges

03. S e t u p s h o p d r a w i n g s f o r custom work

16. Sand to 220g

E mployee s

Ja red Milne

Olive r W alt er

Elizabeth J ohns on

Kimbe rly Lawr ence

Mate r ials Lumber

10 ,00 0 lf ( Reclaim ed) C ustom Stee l L-Plate s

Inte rlea v ing Plat es

Miter Plat es C ustom Ha rdwa re

Th rou gh Rods

Th rou gh Bolt s Nuts A dh esive

T-8 1 Struct ur al Epox y

05. S i z e / c u t t o v a r y i n g l e n g t h s

17. Dry fit steel L-Plates

T h r o u g h R o ds

I n t e r l e a v i n g Pl a te s

06. C r e a t e j i g f o r L - P l a t e l u m b e r

18. Epoxy L-Plates

07. P r e - d r i l l t h r o u g h b o l t h o l e s

19. Finish sanding

08. L a y o u t t e m p l a t e s f o r t a b l e tops and legs

2 0 . Wa t e r b a s e d f i n i sh

04. C r e a t e t o r s i o n b o x f o r g l u e - u p

09. L a y o u t t e m p l a t e s f o r b a r t o p s 10. E p o x y f o r i n i t i a l g l u e u p

11. P l a n e e p o x i e d s e c t i o n s 12. E p o x y l a r g e r s e c t i o n s 13. S c r a p e / r e m o v e e p o x y overflow

21. Site delivery 22. Field adjustments 23. Final installation

Th a n k Yo u