// 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